1500 abbott road, suite 210 boring no.boring no. mw … · sss sss sss sss sss sss sss sss 1147.89...
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205
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-103DMW-103DMW-103D SHEETSHEETSHEET OF555 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2285119COORDINATESCOORDINATES N 2285119 E 194413422E 194413422 SURFACE ELEVATION 114773 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFBMGFBMGFBM
SAMPLE INFORMATION Rec- DESCRIPTION
Elev
atio
nFe
et
Stra
ta
USCS REMARKSDepth Lab Sample Blow overy
feet Sample Type Counts
SSS
Dark gray Silty CLAY with fine to coarse Sand and fineGravel (coarse material is matrix supported) hard andMOIST to DRYSSS
CL-ML
CL-ML
sand in spoon
94523
Auger refusal end of 94173 boring - 206 bgl
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-103IMW-103IMW-103I SHEETSHEETSHEET OF111 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2285009COORDINATESCOORDINATES N 2285009 E 194413429E 194413429 SURFACE ELEVATION 114789 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
75
100
75
75
100
75
75
2-2 2-2
2-4 6-6
3-3 4-3
2-3 5-6
3-4 6-9
5-10 27-20
5-7 8-10
3-5
Dark brown Silty very fine to medium SAND trace fineGravel MOIST Light brown very fine to medium SAND little Silt MOIST
Light brown very fine to medium SAND poorly gradedMOIST
Dark brown fine to medium SAND some Silt MOIST
Light brown fine to medium SAND poorly graded MOIST
Light brown fine to medium SAND poorly graded DRY
Light brown very fine to fine SAND poorly graded MOIST
Light brown fine SAND trace Silt poorly graded DRYSand is sub-angular to sub-rounded
Light brown Clayey SILT with occasional Sand stringersMOIST Brown medium to coarse SAND poorly graded
Brown Silty CLAY thinly laminated (varved)Light brown fine SAND trace Silt poorly graded DRYSand is well rounded and sub-spherical
Light brown fine to medium SAND poorly graded coarserwith depth Sand is well rounded spherical
Light brown Silty fine SAND trace Clay loose WET
Light brown medium SAND trace fine Sand trace Siltpoorly graded WET Quartz grains are well rounded andhighly spherical
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
114789 114689
114489
114239
114039
113539
113289
113039
112789
112589
112339 112289
112039
111539
111289
111039
SM
SM
SP
SM
SP
SP
SP
SP
ML-CL
SP
CL-ML
SP
SP
SM
SP
SP
No samples takenduring MW-103Idrilling Lithology andsample informationbased on MW-103D boring log
WET at 35 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
111400 STRATA KEY
SAND
CME 1050
CLAYEY SAND
SILTY SAND
111400
4 14 HSA ENDED
LOCATION DESCRIPTION
5
10
15
20
25
30
35
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-103IMW-103IMW-103I SHEETSHEETSHEET 2 2OF22 OFOF 22 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2285009 E 194413429COORDINATESCOORDINATES N 2285009 E 194413429 SURFACE ELEVATION 114789 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 9-16 Brown medium SAND trace fine Sand poorly gradedWET Sand is well rounded highly spherical andapproximately 80 quartz (continued)
SP 45 SSS 3-4
8-14
Brown fine to coarse SAND trace Silt WET Fine to 110039
50 SSS 4-6 9-12
medium component is well rounded highly spherical andapproximately 80 quartz Coarse sand component issub-angular and sub-roundedBrown fine SAND trace to some Silt WET
SW
109739
SP
55
60
SSS
SSS
6-17 26-24
10-14 38-30
Brown and gray mottled Silty CLAY thinly laminated(varved) stiff MOISTBrown fine SAND trace Silt poorly graded WET Sand iswell rounded highly spherical and approximately 80 quartzBrown fine to medium SAND trace Silt poorly gradedWET Quartz component (approx 80) is well roundedand highly spherical Non-quartz component issub-angular to sub-rounded
CL-ML
SP
SP
109339 109264
109039
65 SSS 18-27 100 5--
Gray Clayey fine to medium SAND trace coarse Sandtrace Gravel occasional seams (~1 inch thick) of mediumSand
SC 108289
70 SSS
Brown medium to coarse SAND trace fine Sand poorlygraded WET Sand is well rounded highly spherical andapproximately 70 quartz
Driller noted change inlithology
108039
SP
75 SSS 12-60 65 Brown fine to coarse GRAVEL trace fine to coarse Sand
and WET GW 107239
Brown medium to coarse SAND trace fine Sand 107039
80 SSS 6-8 12-30
occasional fine to medium Gravel layers poorly gradedWET Sand is well rounded highly spherical andapproximately 80 quartz
SP
85 SSS Brown fine to coarse SAND and SILT trace fine Gravel and WET SM
106339
Brown fine to coarse SAND trace to some fine to medium 106039
90
Gravel trace Silt well graded and WET Sand and gravelare well rounded and highly spherical Sand iscompositionally mature
SW
End of boring - 90 bgl 105789
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM114835 N 2282288N 2282288 E 194426295E 194426295COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Mike BrennanMike BrennanMike Brennan
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING METHOD
11200 DRILLING STARTED 4 14 HSA CME 1050
11600
EQUIPMENT
ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- DESCRIPTION
Elev
atio
nFe
et
Stra
ta
USCS REMARKSDepth Lab Sample Blow overy
Typefeet Sample Counts
Black SILT some fine Sand trace Clay little Root debrisMOIST (TOPSOIL)Brown to reddish brown SILT some fine Sand little to some Clay laminated mottled MOISTLight brown medium SAND some Clay MOIST
Dark brown SILT some fine Sand MOIST
Light brown to tan medium to coarse SAND little to somefine Sand well graded MOIST Sand is rounded with highsphericity Seam of coarse SAND little Gravel 105 Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is rounded with high sphericityBrownish red very fine SAND little Silt poorly gradedWET Light brown to brown CLAY some Silt trace fine Gravel tocoarse Sand MOIST
Three pieces medium GRAVEL some medium to coarseSand well graded MOIST
Interbedded light brown to tan medium to coarse SANDtrace fine Gravel and very fine Sand well graded MOISTSand is rounded with high sphericity 3 seam of fine to coarse Gravel at 24 bgs
Light brown to brown coarse to very coarse SAND somefine to coarse Gravel well graded MOIST Sand is well rounded Gravel is angular
Brown fine to medium SAND some Silt trace Clay traceto some fine Gravel well graded MOIST Tan fine SAND some medium Sand poorly graded littleto some (1-2 cm thick) laminations DRY to MOIST
Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
2-3 4-4
2-2 4-5
2-2 4-5
7-14 17-22
54-50 (5)
6-15 50 (5)
18-50 (5)
5-12 18-32
50
80
100
10
5
20
25
100
MLOL
ML
SC
ML
SW
SP SP
CL
GWSW
GWSW
SW
SW
SP
SP
Driller felt change 12 bgl
Rock in spoonimpeded sampleDriller indicates fine Gravel to coarse Sand
Observe fine to coarse gravel in cuttings
Wet at 39 bgl
114835 114785
114535
114335
114085
113835 113785 113635
113185
112585
112085
111585
111395
111085
8-11
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET 2 5OF22 OFOF 55 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288 E 194426295COORDINATESCOORDINATES N 2282288 E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
45
SSS
SSS
14-14
8-11 14-13
80
100
Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity(continued) Light brown fine to medium SAND poorly graded WETSand is sub-rounded to rounded with high sphericity
SP
SP
Bailing ~2 heave 110585
50 SSS 30-40 15-16 40
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is sub-rounded to rounded withhigh sphericity SP
110085
55 SSS 4-15 30-34 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Trace fine Gravel 54-545 bgl SP
Bailed ~1 heave 109585
60
65
70
SSS
SSS
SSS
3-9 18-19
12-15 17-23
5-11 16-23
100
100
90
Light brown SILT some fine Sand soft WET
Light brown fine to medium SAND some Silt trace fineGravel to coarse Sand WET Sand is well rounded with high sphericity Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is well rounded with high sphericity
Light brown SILT some fine Sand soft WET
Light brown medium to coarse SAND little fine and verycoarse Sand trace fine Gravel well graded WET 1seam of fine to medium Gravel at 71 bgl
ML
SM
SP
ML
SW
109135
108835
108585
108255
108085
75
80
10-12 22-27
17-34 50 (5)
SSS
SSS
100
70
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is well rounded with highsphericity grades into more Gravel (some) Clay clast (2cm diam) at 755 bglLight brown fine to medium SAND poorly graded WETSand is well rounded with high sphericityBrown to gray SILT some Clay soft MOIST
SP
SWGW
SP
ML
Driller felt change 78 bgl
107585
107335 107285
107035
85 SSS 1-2 17-42 60
Light brown medium to coarse SAND little to some fineSand trace fine Gravel well graded WET Sand is wellrounded with high sphericity 1 seam of SILT some fineSand at 86 bgl
SW
106535Driller feels sand 83 bgl ~1 heave
90 SSS 0-5 8-13 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity
SP
~2 heave 106085
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET 3 5OF33 OFOF 55 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288 E 194426295COORDINATESCOORDINATES N 2282288 E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 7-10 16-20 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity (continued) SP
100 SSS 4-11 20-32 75
Light brown to gray SILT some fine Sand WET
ML
Driller feels change98 bgl
105085
Gray CLAY little Silt hard laminated with occasional Siltlenses MOIST Light brown to grey fine to medium SAND some Silt WETSand is well rounded with high sphericity
CL Varved ~2 heave Driller feels change106-108 and 113
104745
104585
105 SSS 7-11 20-27 90 SM
110 SSS 10-28 30-30 100
Light brown to grey SILT some fine Sand little to someClay soft low plasticity MOIST to WET
ML
104085
(3)
115 SSS 0-0 4-4 50
Light brown medium SAND to medium GRAVEL wellgraded WET Sand is rounded with high sphericityGravel is angular to sub-angular coarsens downward ~4(~3mm thick) Clay clasts (till balls) SW
Driller notes change at113 bgl ~2 heave
103585
120 SSS 5-14
30-33 10
Light brown fine to coarse SAND trace fine to mediumGravel well graded WET Sand is well rounded with highsphericity SW
103085
(3)
125 SSS 5-9 20-25 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND trace fine Sandtrace fine Gravel well graded WET Sand is well roundedwith high sphericity
SP
SW
~2 heave 102585
102335
130 SSS 3-10 27-40 80
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is sub-rounded torounded with low to high sphericity Coarse Sand to fineGravel seam (~1) 131 SP
~4 heave 102085
135 SSS 7-8
18-30 (3)
10
Light brown fine to medium SAND little coarse Sand wellgraded and WET Sand is well rounded and spherical
SW
~2 heave 101585
140 SSS 10-15 30-34 70
Light brown to gray SILT little Clay soft WET ML Stiffer drilling 100935
145 SSS 10-22 50 (3) 50
Light brown medium to coarse SAND some very coarseSand trace fine Gravel well graded WET Sand issub-rounded to rounded with high sphericityLight brown medium to coarse SAND some very coarseSand trace fine Sand well graded WET Sand is sub- towell rounded with high sphericity Clast of gray Clay (~2thick) at 14510 (till ball)
SW
SW
~2 heave
~1 heave
100755
100585
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET 4 5OF44 OFOF 55 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288 E 194426295COORDINATESCOORDINATES N 2282288 E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SW Light brown fine to medium SAND some coarse Sand ~1 heave 100085 well graded WET Sand is rounded with high sphericity~14 lense of Clayey Silt 1491 bgl1-11
150 SSS 531-30 (3)
SW
155 SSS 2-10
25-30 (3)
80
Light brown fine to medium SAND some coarse Sandwell graded WET Sand is rounded with high sphericity~14 lense of Clayey Silt at 155 Light brown coarse to very coarse SAND some mediumSand little fine Sand little to some fine Gravel well gradedWET Sand is well rounded with high sphericity
SW
SW
~12 heave 99585
99335
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded with high sphericity SP
~1 heave 99085
160 SSS 0-3 12-35 70 Light brown medium to coarse SAND little very coarse
Sand well graded WET Sand is well rounded with highsphericityGray SILT trace fine Sand soft WETGray to light brown SILT some Clay soft WET
SW ML
ML
98835 98745
98585
165 SSS 3-7 12-20 60 Interbedded light brown fine to medium SAND trace
coarse Sand moderately graded WET and light brownmedium to coarse SAND some fine Sand trace of fine SPSW
~1 heave 98405
170 SSS 2-6
19-30 20
Gravel moderately to well graded WET Sand is roundedwith high sphericityLight brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded with high sphericity SP
~1 heave 98085
(5)
175 SSS 0-6
36-30 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
~4 heave 97585
(2)
180 SSS 0-4
23-40 10
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
~3 heave 97085
(3)
185 SSS 0-6
26-40 60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
96585
(3)
190 SSS 0-4 21-65 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of coarse to verycoarse Sand 1908 bgl Sand is rounded and highlyspherical
96085
SP
195
3-8
Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is sub-angular to well roundedlow to highly spherical and gt80 quartz Gravel issub-angular Two inch lense of light brown to gray CLAYsome Silt stiff high plasticity 2008 bgl
SW
~1 heave 95335
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET OF555 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288COORDINATESCOORDINATES N 2282288 E 194426295E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- USCSDESCRIPTION
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overyTypefeet Sample Counts
SSS 40-30 70
(3) SW
205 SSS 9-17
24-30 (2)
70
Light brown medium to coarse SAND some very coarseSand to fine Gravel well graded WET Medium to verycoarse sand is sub-angular to rounded low to highlyspherical and gt80 quartz Very coarse sand and finegravel are sub-angular
SW
~2 heave 94585
210 SSS 3-16
28-30 (3)
100
Light brown medium to coarse SAND little fine Gravelwell graded WET Medium to coarse sand is sub-angularto well rounded highly spherical and gt80 quartz Fine gravel is sub-angularLight brown to gray SILT some very fine Sand little Claytrace very coarse Sand stiff low plasticity MOIST TODRY
SW
ML
~1 heave 94085
93835
215 SSS 11-5 5-15 60
Light brown medium to fine SAND trace coarse Sandpoorly graded WET Sand is sub-angular to well roundedhighly spherical and gt80 QuartzLight brown to gray CLAY some Silt little fine Sand tracevery coarse Sand stiff low plasticity MOIST
SP
CL
Driller felt change213 ~5 heave
93535
93335
220 SSS -10 15-15 60
Light brown to gray CLAY some fine Sand trace fineGravel soft moderate plasticity WET interbedded withlight brown to gray CLAY some fine Sand trace fineGravel stiff high plasticity MOIST TO DRY Fine gravel issub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff low plasticity MOIST Fine gravel issub-rounded
CLCH
CL
~1 heave in 219-221 spoon
Drilling harder 221
93085
92735
225 SSS -10
17-40 100
230
235
240
SSS
SSS
SSS
(3)
-5 48-30 (3)
-7 27-40 (3)
10-10 15-50
60
60
80
Light brown to gray SILT some Clay stiff low plasticitylaminated MOIST Laminations are Silt lenses some Claynon-plastic (Clayey Silt)Light brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST interbeddedwith light brown to gray SILT some Clay stiff laminatedMOIST Laminations are Clayey Silt Fine gravel issub-rounded Two inch seam of light brown medium tocoarse SAND WET Medium to coarse sand is well rounded highly spherical and gt80 quartzLight brown medium to coarse SAND trace fine Gravelstiff poorly graded MOIST Fine gravel is sub-roundedLight brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST Fine gravelis sub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST Fine gravelis sub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff moderate to high plasticity WET Fine gravelis sub-rounded
ML
CLML
SP
CL
CL
CL
Rig beginning tooverheat (very stiff)
Feel sand 228
~1 heave
Driller feels ~1 sand seam
~1 heave
Driller feels sand 241 ~1 heave
92255
92035
91585
91335
91085
90785 90735
245 SSS 11-24 50 50
Light brown fine to medium SAND trace coarse Sanddense moderately graded interbedded WET with lightbrown to grey CLAY some fine Sand trace fine Gravelsoft moderate plasticity WET Sand is rounded to sub-angular low to high sphericity gt80 quartz
SC
250 SSS 12-18 27-30 (3)
Light brown medium to coarse SAND some very coarseSand to fine Gravel trace Clay well graded WET Sand is sub- to well rounded low to highly spherical and gt80 quartz Clay occurs as lenses (~1 thick) of light brown togray CLAY soft moderate plasticity WET
SW
End of boring - 251bgs
90085
89735
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO SHEETMW-104IMW-104IMW-104I SHEETSHEET OFOF111 OF 333 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION USGSDATUM114809
N 2282389N 2282389 E 194426311E 194426311COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Larry JordanLarry JordanLarry Jordan
DRILLING STARTED
DRILLING METHOD
111600
4 14 HSA EQUIPMENT CME 1050
111600 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- USCSDESCRIPTION
Elev
atio
nFe
et
Stra
ta
REMARKSDepth Lab Sample Blow overy
Typefeet Sample Counts
Black SILT some fine Sand trace Clay little Root debrisMOIST (TOPSOIL)Brown to reddish brown SILT some fine Sand little to some Clay laminated mottled MOISTLight brown medium SAND some Clay MOIST
Dark brown SILT some fine Sand MOIST
Light brown to tan medium to coarse SAND little to somefine Sand well graded MOIST Sand is rounded with highsphericity Seam of coarse SAND little Gravel 105 Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is rounded with high sphericityBrownish red very fine SAND little Silt poorly gradedWET Light brown to brown CLAY some Silt trace fine Gravel tocoarse Sand MOIST
Three pieces medium GRAVEL some medium to coarseSand well graded MOIST
Interbedded light brown to tan medium to coarse SANDtrace fine Gravel and very fine Sand well graded MOISTSand is rounded with high sphericity 3 seam of fine to coarse Gravel at 24 bgs
Light brown to brown coarse to very coarse SAND somefine to coarse Gravel well graded MOIST Sand is well rounded Gravel is angular
Brown fine to medium SAND some Silt trace Clay traceto some fine Gravel well graded MOIST Tan fine SAND some medium Sand poorly graded littleto some (1-2 cm thick) laminations DRY to MOIST
Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity
MLOL
ML
SC
ML
SW
SP SP
CL
GWSW
GWSW
SW
SW
SP
SP
2-3 4-4 50
2-2 4-5 80
2-2 4-5 100
7-14 17-22 10
54-50 (5) 5
6-15 50 (5) 20
18-50 25 (5)
5-12 18-32 100
8-11
No samples takenduring MW-104Idrilling Lithology andsample informationbased on MW-104D boring log
Driller felt change 12 bgl
Rock in spoonimpeded sampleDriller indicates fine Gravel to coarse Sand
Observe fine to coarse gravel in cuttings
Wet at 39 bgl
114809 114759
114509
114309
114059
113809 113759 113609
113159
112559
112059
111559
111369
111059
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET 2 3OF22 OFOF 33 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389 E 194426311COORDINATESCOORDINATES N 2282389 E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 14-14 80 Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity(continued)
SP
Light brown fine to medium SAND poorly graded WETSand is sub-rounded to rounded with high sphericity
Bailing ~2 heave 110559
45 SSS 8-11 14-13 100 SP
50 SSS 30-40 15-16 40
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is sub-rounded to rounded withhigh sphericity SP
110059
55 SSS 4-15 30-34 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Trace fine Gravel 54-545 bgl SP
Bailed ~1 heave 109559
Light brown SILT some fine Sand soft WET 109109 ML
60 SSS 3-9 18-19 100 Light brown fine to medium SAND some Silt trace fine
Gravel to coarse Sand WET Sand is well rounded with SM 108809
high sphericity
65 SSS 12-15 17-23 100
Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is well rounded with high sphericity SP
108559
Light brown SILT some fine Sand soft WET ML 108229
70 SSS 5-11 16-23 90
Light brown medium to coarse SAND little fine and verycoarse Sand trace fine Gravel well graded WET 1seam of fine to medium Gravel at 71 bgl SW
108059
75
80
SSS
SSS
10-12 22-27
17-34 50 (5)
100
70
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is well rounded with highsphericity grades into more Gravel (some) Clay clast (2cm diam) at 755 bglLight brown fine to medium SAND poorly graded WETSand is well rounded with high sphericityBrown to gray SILT some Clay soft MOIST
SP
SWGW
SP
ML
Driller felt change 78 bgl
107559
107309 107259
107009
85 SSS 1-2 17-42 60
Light brown medium to coarse SAND little to some fineSand trace fine Gravel well graded WET Sand is wellrounded with high sphericity 1 seam of SILT some fineSand at 86 bgl
SW
Driller feels sand 83 bgl ~1 heave
106509
90 SSS 0-5 8-13 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity
SP
~2 heave 106059
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET OF333 OFOF 333 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389COORDINATESCOORDINATES N 2282389 E 194426311E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
95 SSS 7-10 16-20 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well rounded with high sphericity (continued) SP
100 SSS 4-11 20-32 75
Light brown to gray SILT some fine Sand WET
ML
Driller feels change98 bgl
105059
Gray CLAY little Silt hard laminated with occasional Siltlenses MOIST Light brown to grey fine to medium SAND some Silt WETSand is well rounded with high sphericity
CL Varved ~2 heave Driller feels change106-108 and 113
104719
104559
105 SSS 7-11 20-27 90 SM
110 SSS 10-28 30-30 100
Light brown to grey SILT some fine Sand little to someClay soft low plasticity MOIST to WET
ML
104059
(3)
115 SSS 0-0 4-4 50
Light brown medium SAND to medium GRAVEL wellgraded WET Sand is rounded with high sphericityGravel is angular to sub-angular coarsens downward ~4 (~3mm thick) Clay clasts (till balls) SW
Driller notes change at113 bgl ~2 heave
103559
120 SSS 5-14
30-33 10
Light brown fine to coarse SAND trace fine to mediumGravel well graded WET Sand is well rounded with highsphericity SW
103059
(3)
125 SSS 5-9 20-25 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND trace fine Sandtrace fine Gravel well graded WET Sand is well rounded with high sphericity
SP
SW
~2 heave 102559
102309
130
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is sub-rounded to rounded with low to high sphericity Coarse Sand to fine Gravel seam (~1) 131
SP ~4 heave
End of boring - 130bgs
102059
101809
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF111 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116502 N 2290253N 2290253 E 194438696E 194438696COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
111700
4 14 HSA EQUIPMENT CME 1050
111700 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116502 and MOIST Sand is well rounded and spherical during MW-105D
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116077 116027 115952
115752
115252
114752
114252
113752
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113252
112752
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 2 4OF22 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112252
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111752
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111252
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110252
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109577
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109252
Light brown SILT some fine Sand little Clay soft WET 108752
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108452
108252
108077 108052
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107602 107552
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 3 4OF33 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106752
106502
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106252
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105752
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105252
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104752
104452
104252
104002
103752
Light brown SILT some fine Sand soft WET ML
103252
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103002
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102752
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102252
150
155
160
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF444 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253COORDINATESCOORDINATES N 2290253 E 194438696E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
Blow Counts
SAMPLE INFORMATION
Elev
atio
nFe
etRec-Depth feet
165
70
100
100
0-0 13-30
0-0 14-30
0-0 3-12
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand is rounded and spherical Very coarse sand is sub-angular
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
SSS
SSS
SSS
100002
SP
SP
SP
SP
SP
End of boring - 165bgl
Sample Type
Stra
ta
Lab Sample
DESCRIPTION USCS REMARKS overy
~15 heave 101752
~15 heave 101252
100752
100252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF111 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116506 N 2290260N 2290260 E 194438617E 194438617COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Mike BrennanMike BrennanMike Brennan
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
11700
4 14 HSA EQUIPMENT CME 1050
11800 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
Dark brown fine to medium SAND some Silt trace Roots and MOIST Sand is well rounded and spherical
SM
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
116081 116031 115956
115756
115256
114756
114256
Driller feels gravelly 113756 material 28 bgl
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
116506
113256
112756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 2 6OF22 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112256
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111756
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111256
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110256
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109581
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109256
Light brown SILT some fine Sand little Clay soft WET 108756
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108456
108256
108081 108056
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107606 107556
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 3 6OF33 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106756
106506
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106256
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105756
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105256
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104756
104456
104256
104006
103756
Light brown SILT some fine Sand soft WET ML
103256
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103006
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102756
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 4 6OF44 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SP
150 SSS 0-0 13-30 70
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand isrounded and spherical Very coarse sand is sub-angular SP
~15 heave 101756
155 SSS 0-0 14-30 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is roundedand spherical Coarse sand is sub-angular SP
~15 heave 101256
160 SSS 0-0 3-12 100
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand isrounded and spherical Coarse sand is sub-angular SP
100756
165 SSS 5-18 20 (5) 80
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
Light brown SILT some fine Sand soft WET Tracelaminations of gray Silt
SP
ML Driller feels clay167 ~15 heave
100256
99956
170
175
180
SSS
SSS
SSS
1-0 2-5
4-8 10-20
4-22 40 (5)
60
90
50
Gray SILT trace Clay medium stiff non-plastic laminatedLaminations are varve like sequences (dark and lightlaminae) Light brown medium to coarse SAND little coarse Sandand fine Gravel little fine Sand well graded WET Fine tomedium sand is rounded and spherical Gravel issub-rounded Light brown medium to coarse SAND poorly gradedSand is rounded and sphericalLight brown to gray SILT some Clay soft WETinterbedded with gray CLAY some fine Sand trace fineGravel soft low plasticity WET Silt ~4 thick Clay 1-2thick Gravel is sub-rounded Light brown to gray SILT little Clay soft WET At 180two inch seam of gray CLAY some fine Sand trace fineGravel stiff WET Gravel is sub-rounded
ML
SW
SP
ML
ML
Harder drillingpossible diamicton
~15 heave
99756
99506
99256
99076
98756
185 SSS 4-7
20-30 (4)
70
Light brown fine to medium SAND some coarse to verycoarse Sand WET interbedded with light gray SILT andCLAY trace fine Gravel Sand ~4seams Silt and Clay ~2seams Fine to medium sand is rounded and sphericalCoarse to very coarse sand is sub-angular
SPCLML
Easier drilling 183 98256
190 SSS 6-12
24-35 40
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sands are rounded spherical and~50-80 Quartz SP
97756
(5)
195 SSS 8-17 40 (5) 70
Light brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET Medium to coarse sandis rounded spherical and 50-80 Quartz Very coarsesand is sub-angular SP
~3 heave 97256
3-8
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is roundedspherical and 50-80 quartz Coarse sand is sub-angular
SP 96756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF555 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
30
90
50
90
80
40
90
70
25
50
35-30 (3)
11-10 21-30 (3)
3-8 16-30 (3)
7-13 28-30 (4)
2-9 31-30 (3)
1-3 3-7
3-5 4-13
3-2 5-13
7-18 30 (5)
3-5 17-25
2-2 4-7
Light brown fine to medium SAND little coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartz Coarse sand is sub-angular to sub-rounded
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartzCoarse sand is sub-rounded to rounded
Light brown to gray SILT some very fine Sand trace Claysoft non-plastic WET
Light brown to gray SILT some very fine Sand trace Claysoft laminated WET Lamination occurs as ~2 thick seam of light brown to gray SILT (lighter) and Clay (darker) stiff
Light brown to gray SILT little to some Clay and fine Sandsoft WET Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 Quartz Coarse sand is sub-rounded
Light brown to gray SILT some very fine Sand softlaminated WET interbedded with light brown fine tomedium SAND trace coarse Sand poorly graded WETSilt seams ~1 thick sand seams ~4 thick ~1 diameter Clast of gray SILT some Clay 2305 Fine to medium sand is rounded with moderate sphericity Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Occasional Silt laminations Fine to medium sand is rounded and spherical with ~50-80 quartz Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded spherical and ~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET ~1 seam of gray SILT 2458 Fine to medium sand is rounded moderately spherical and~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is well rounded moderately spherical and ~50-80 quartz Coarse sand is sub-rounded Light brown medium to coarse SAND little fine Sand wellgraded trace very coarse Sand WET interbedded withlight brown to gray SILT some very fine Sand soft WET
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
96256
95756
95081
94806
94206
94006
93506
93256
92756
92256
91756
91456
91256
SP
SP
SP
ML
ML
ML
SP
MLSP
SP
SP
SP
SP
SW-ML
SM
~2 heave
~2 heave
Harder drilling 217
Varved
Harder drilling 223
~2 heave
~1 heave
~2 heave
~1 heave
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
205
210
215
220
225
230
235
240
245
250
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-103IMW-103IMW-103I SHEETSHEETSHEET OF111 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2285009COORDINATESCOORDINATES N 2285009 E 194413429E 194413429 SURFACE ELEVATION 114789 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
75
100
75
75
100
75
75
2-2 2-2
2-4 6-6
3-3 4-3
2-3 5-6
3-4 6-9
5-10 27-20
5-7 8-10
3-5
Dark brown Silty very fine to medium SAND trace fineGravel MOIST Light brown very fine to medium SAND little Silt MOIST
Light brown very fine to medium SAND poorly gradedMOIST
Dark brown fine to medium SAND some Silt MOIST
Light brown fine to medium SAND poorly graded MOIST
Light brown fine to medium SAND poorly graded DRY
Light brown very fine to fine SAND poorly graded MOIST
Light brown fine SAND trace Silt poorly graded DRYSand is sub-angular to sub-rounded
Light brown Clayey SILT with occasional Sand stringersMOIST Brown medium to coarse SAND poorly graded
Brown Silty CLAY thinly laminated (varved)Light brown fine SAND trace Silt poorly graded DRYSand is well rounded and sub-spherical
Light brown fine to medium SAND poorly graded coarserwith depth Sand is well rounded spherical
Light brown Silty fine SAND trace Clay loose WET
Light brown medium SAND trace fine Sand trace Siltpoorly graded WET Quartz grains are well rounded andhighly spherical
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
114789 114689
114489
114239
114039
113539
113289
113039
112789
112589
112339 112289
112039
111539
111289
111039
SM
SM
SP
SM
SP
SP
SP
SP
ML-CL
SP
CL-ML
SP
SP
SM
SP
SP
No samples takenduring MW-103Idrilling Lithology andsample informationbased on MW-103D boring log
WET at 35 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
111400 STRATA KEY
SAND
CME 1050
CLAYEY SAND
SILTY SAND
111400
4 14 HSA ENDED
LOCATION DESCRIPTION
5
10
15
20
25
30
35
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-103IMW-103IMW-103I SHEETSHEETSHEET 2 2OF22 OFOF 22 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2285009 E 194413429COORDINATESCOORDINATES N 2285009 E 194413429 SURFACE ELEVATION 114789 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 9-16 Brown medium SAND trace fine Sand poorly gradedWET Sand is well rounded highly spherical andapproximately 80 quartz (continued)
SP 45 SSS 3-4
8-14
Brown fine to coarse SAND trace Silt WET Fine to 110039
50 SSS 4-6 9-12
medium component is well rounded highly spherical andapproximately 80 quartz Coarse sand component issub-angular and sub-roundedBrown fine SAND trace to some Silt WET
SW
109739
SP
55
60
SSS
SSS
6-17 26-24
10-14 38-30
Brown and gray mottled Silty CLAY thinly laminated(varved) stiff MOISTBrown fine SAND trace Silt poorly graded WET Sand iswell rounded highly spherical and approximately 80 quartzBrown fine to medium SAND trace Silt poorly gradedWET Quartz component (approx 80) is well roundedand highly spherical Non-quartz component issub-angular to sub-rounded
CL-ML
SP
SP
109339 109264
109039
65 SSS 18-27 100 5--
Gray Clayey fine to medium SAND trace coarse Sandtrace Gravel occasional seams (~1 inch thick) of mediumSand
SC 108289
70 SSS
Brown medium to coarse SAND trace fine Sand poorlygraded WET Sand is well rounded highly spherical andapproximately 70 quartz
Driller noted change inlithology
108039
SP
75 SSS 12-60 65 Brown fine to coarse GRAVEL trace fine to coarse Sand
and WET GW 107239
Brown medium to coarse SAND trace fine Sand 107039
80 SSS 6-8 12-30
occasional fine to medium Gravel layers poorly gradedWET Sand is well rounded highly spherical andapproximately 80 quartz
SP
85 SSS Brown fine to coarse SAND and SILT trace fine Gravel and WET SM
106339
Brown fine to coarse SAND trace to some fine to medium 106039
90
Gravel trace Silt well graded and WET Sand and gravelare well rounded and highly spherical Sand iscompositionally mature
SW
End of boring - 90 bgl 105789
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM114835 N 2282288N 2282288 E 194426295E 194426295COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Mike BrennanMike BrennanMike Brennan
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING METHOD
11200 DRILLING STARTED 4 14 HSA CME 1050
11600
EQUIPMENT
ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- DESCRIPTION
Elev
atio
nFe
et
Stra
ta
USCS REMARKSDepth Lab Sample Blow overy
Typefeet Sample Counts
Black SILT some fine Sand trace Clay little Root debrisMOIST (TOPSOIL)Brown to reddish brown SILT some fine Sand little to some Clay laminated mottled MOISTLight brown medium SAND some Clay MOIST
Dark brown SILT some fine Sand MOIST
Light brown to tan medium to coarse SAND little to somefine Sand well graded MOIST Sand is rounded with highsphericity Seam of coarse SAND little Gravel 105 Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is rounded with high sphericityBrownish red very fine SAND little Silt poorly gradedWET Light brown to brown CLAY some Silt trace fine Gravel tocoarse Sand MOIST
Three pieces medium GRAVEL some medium to coarseSand well graded MOIST
Interbedded light brown to tan medium to coarse SANDtrace fine Gravel and very fine Sand well graded MOISTSand is rounded with high sphericity 3 seam of fine to coarse Gravel at 24 bgs
Light brown to brown coarse to very coarse SAND somefine to coarse Gravel well graded MOIST Sand is well rounded Gravel is angular
Brown fine to medium SAND some Silt trace Clay traceto some fine Gravel well graded MOIST Tan fine SAND some medium Sand poorly graded littleto some (1-2 cm thick) laminations DRY to MOIST
Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
2-3 4-4
2-2 4-5
2-2 4-5
7-14 17-22
54-50 (5)
6-15 50 (5)
18-50 (5)
5-12 18-32
50
80
100
10
5
20
25
100
MLOL
ML
SC
ML
SW
SP SP
CL
GWSW
GWSW
SW
SW
SP
SP
Driller felt change 12 bgl
Rock in spoonimpeded sampleDriller indicates fine Gravel to coarse Sand
Observe fine to coarse gravel in cuttings
Wet at 39 bgl
114835 114785
114535
114335
114085
113835 113785 113635
113185
112585
112085
111585
111395
111085
8-11
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET 2 5OF22 OFOF 55 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288 E 194426295COORDINATESCOORDINATES N 2282288 E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
45
SSS
SSS
14-14
8-11 14-13
80
100
Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity(continued) Light brown fine to medium SAND poorly graded WETSand is sub-rounded to rounded with high sphericity
SP
SP
Bailing ~2 heave 110585
50 SSS 30-40 15-16 40
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is sub-rounded to rounded withhigh sphericity SP
110085
55 SSS 4-15 30-34 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Trace fine Gravel 54-545 bgl SP
Bailed ~1 heave 109585
60
65
70
SSS
SSS
SSS
3-9 18-19
12-15 17-23
5-11 16-23
100
100
90
Light brown SILT some fine Sand soft WET
Light brown fine to medium SAND some Silt trace fineGravel to coarse Sand WET Sand is well rounded with high sphericity Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is well rounded with high sphericity
Light brown SILT some fine Sand soft WET
Light brown medium to coarse SAND little fine and verycoarse Sand trace fine Gravel well graded WET 1seam of fine to medium Gravel at 71 bgl
ML
SM
SP
ML
SW
109135
108835
108585
108255
108085
75
80
10-12 22-27
17-34 50 (5)
SSS
SSS
100
70
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is well rounded with highsphericity grades into more Gravel (some) Clay clast (2cm diam) at 755 bglLight brown fine to medium SAND poorly graded WETSand is well rounded with high sphericityBrown to gray SILT some Clay soft MOIST
SP
SWGW
SP
ML
Driller felt change 78 bgl
107585
107335 107285
107035
85 SSS 1-2 17-42 60
Light brown medium to coarse SAND little to some fineSand trace fine Gravel well graded WET Sand is wellrounded with high sphericity 1 seam of SILT some fineSand at 86 bgl
SW
106535Driller feels sand 83 bgl ~1 heave
90 SSS 0-5 8-13 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity
SP
~2 heave 106085
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET 3 5OF33 OFOF 55 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288 E 194426295COORDINATESCOORDINATES N 2282288 E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 7-10 16-20 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity (continued) SP
100 SSS 4-11 20-32 75
Light brown to gray SILT some fine Sand WET
ML
Driller feels change98 bgl
105085
Gray CLAY little Silt hard laminated with occasional Siltlenses MOIST Light brown to grey fine to medium SAND some Silt WETSand is well rounded with high sphericity
CL Varved ~2 heave Driller feels change106-108 and 113
104745
104585
105 SSS 7-11 20-27 90 SM
110 SSS 10-28 30-30 100
Light brown to grey SILT some fine Sand little to someClay soft low plasticity MOIST to WET
ML
104085
(3)
115 SSS 0-0 4-4 50
Light brown medium SAND to medium GRAVEL wellgraded WET Sand is rounded with high sphericityGravel is angular to sub-angular coarsens downward ~4(~3mm thick) Clay clasts (till balls) SW
Driller notes change at113 bgl ~2 heave
103585
120 SSS 5-14
30-33 10
Light brown fine to coarse SAND trace fine to mediumGravel well graded WET Sand is well rounded with highsphericity SW
103085
(3)
125 SSS 5-9 20-25 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND trace fine Sandtrace fine Gravel well graded WET Sand is well roundedwith high sphericity
SP
SW
~2 heave 102585
102335
130 SSS 3-10 27-40 80
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is sub-rounded torounded with low to high sphericity Coarse Sand to fineGravel seam (~1) 131 SP
~4 heave 102085
135 SSS 7-8
18-30 (3)
10
Light brown fine to medium SAND little coarse Sand wellgraded and WET Sand is well rounded and spherical
SW
~2 heave 101585
140 SSS 10-15 30-34 70
Light brown to gray SILT little Clay soft WET ML Stiffer drilling 100935
145 SSS 10-22 50 (3) 50
Light brown medium to coarse SAND some very coarseSand trace fine Gravel well graded WET Sand issub-rounded to rounded with high sphericityLight brown medium to coarse SAND some very coarseSand trace fine Sand well graded WET Sand is sub- towell rounded with high sphericity Clast of gray Clay (~2thick) at 14510 (till ball)
SW
SW
~2 heave
~1 heave
100755
100585
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET 4 5OF44 OFOF 55 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288 E 194426295COORDINATESCOORDINATES N 2282288 E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SW Light brown fine to medium SAND some coarse Sand ~1 heave 100085 well graded WET Sand is rounded with high sphericity~14 lense of Clayey Silt 1491 bgl1-11
150 SSS 531-30 (3)
SW
155 SSS 2-10
25-30 (3)
80
Light brown fine to medium SAND some coarse Sandwell graded WET Sand is rounded with high sphericity~14 lense of Clayey Silt at 155 Light brown coarse to very coarse SAND some mediumSand little fine Sand little to some fine Gravel well gradedWET Sand is well rounded with high sphericity
SW
SW
~12 heave 99585
99335
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded with high sphericity SP
~1 heave 99085
160 SSS 0-3 12-35 70 Light brown medium to coarse SAND little very coarse
Sand well graded WET Sand is well rounded with highsphericityGray SILT trace fine Sand soft WETGray to light brown SILT some Clay soft WET
SW ML
ML
98835 98745
98585
165 SSS 3-7 12-20 60 Interbedded light brown fine to medium SAND trace
coarse Sand moderately graded WET and light brownmedium to coarse SAND some fine Sand trace of fine SPSW
~1 heave 98405
170 SSS 2-6
19-30 20
Gravel moderately to well graded WET Sand is roundedwith high sphericityLight brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded with high sphericity SP
~1 heave 98085
(5)
175 SSS 0-6
36-30 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
~4 heave 97585
(2)
180 SSS 0-4
23-40 10
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
~3 heave 97085
(3)
185 SSS 0-6
26-40 60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
96585
(3)
190 SSS 0-4 21-65 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of coarse to verycoarse Sand 1908 bgl Sand is rounded and highlyspherical
96085
SP
195
3-8
Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is sub-angular to well roundedlow to highly spherical and gt80 quartz Gravel issub-angular Two inch lense of light brown to gray CLAYsome Silt stiff high plasticity 2008 bgl
SW
~1 heave 95335
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET OF555 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288COORDINATESCOORDINATES N 2282288 E 194426295E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- USCSDESCRIPTION
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overyTypefeet Sample Counts
SSS 40-30 70
(3) SW
205 SSS 9-17
24-30 (2)
70
Light brown medium to coarse SAND some very coarseSand to fine Gravel well graded WET Medium to verycoarse sand is sub-angular to rounded low to highlyspherical and gt80 quartz Very coarse sand and finegravel are sub-angular
SW
~2 heave 94585
210 SSS 3-16
28-30 (3)
100
Light brown medium to coarse SAND little fine Gravelwell graded WET Medium to coarse sand is sub-angularto well rounded highly spherical and gt80 quartz Fine gravel is sub-angularLight brown to gray SILT some very fine Sand little Claytrace very coarse Sand stiff low plasticity MOIST TODRY
SW
ML
~1 heave 94085
93835
215 SSS 11-5 5-15 60
Light brown medium to fine SAND trace coarse Sandpoorly graded WET Sand is sub-angular to well roundedhighly spherical and gt80 QuartzLight brown to gray CLAY some Silt little fine Sand tracevery coarse Sand stiff low plasticity MOIST
SP
CL
Driller felt change213 ~5 heave
93535
93335
220 SSS -10 15-15 60
Light brown to gray CLAY some fine Sand trace fineGravel soft moderate plasticity WET interbedded withlight brown to gray CLAY some fine Sand trace fineGravel stiff high plasticity MOIST TO DRY Fine gravel issub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff low plasticity MOIST Fine gravel issub-rounded
CLCH
CL
~1 heave in 219-221 spoon
Drilling harder 221
93085
92735
225 SSS -10
17-40 100
230
235
240
SSS
SSS
SSS
(3)
-5 48-30 (3)
-7 27-40 (3)
10-10 15-50
60
60
80
Light brown to gray SILT some Clay stiff low plasticitylaminated MOIST Laminations are Silt lenses some Claynon-plastic (Clayey Silt)Light brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST interbeddedwith light brown to gray SILT some Clay stiff laminatedMOIST Laminations are Clayey Silt Fine gravel issub-rounded Two inch seam of light brown medium tocoarse SAND WET Medium to coarse sand is well rounded highly spherical and gt80 quartzLight brown medium to coarse SAND trace fine Gravelstiff poorly graded MOIST Fine gravel is sub-roundedLight brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST Fine gravelis sub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST Fine gravelis sub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff moderate to high plasticity WET Fine gravelis sub-rounded
ML
CLML
SP
CL
CL
CL
Rig beginning tooverheat (very stiff)
Feel sand 228
~1 heave
Driller feels ~1 sand seam
~1 heave
Driller feels sand 241 ~1 heave
92255
92035
91585
91335
91085
90785 90735
245 SSS 11-24 50 50
Light brown fine to medium SAND trace coarse Sanddense moderately graded interbedded WET with lightbrown to grey CLAY some fine Sand trace fine Gravelsoft moderate plasticity WET Sand is rounded to sub-angular low to high sphericity gt80 quartz
SC
250 SSS 12-18 27-30 (3)
Light brown medium to coarse SAND some very coarseSand to fine Gravel trace Clay well graded WET Sand is sub- to well rounded low to highly spherical and gt80 quartz Clay occurs as lenses (~1 thick) of light brown togray CLAY soft moderate plasticity WET
SW
End of boring - 251bgs
90085
89735
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO SHEETMW-104IMW-104IMW-104I SHEETSHEET OFOF111 OF 333 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION USGSDATUM114809
N 2282389N 2282389 E 194426311E 194426311COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Larry JordanLarry JordanLarry Jordan
DRILLING STARTED
DRILLING METHOD
111600
4 14 HSA EQUIPMENT CME 1050
111600 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- USCSDESCRIPTION
Elev
atio
nFe
et
Stra
ta
REMARKSDepth Lab Sample Blow overy
Typefeet Sample Counts
Black SILT some fine Sand trace Clay little Root debrisMOIST (TOPSOIL)Brown to reddish brown SILT some fine Sand little to some Clay laminated mottled MOISTLight brown medium SAND some Clay MOIST
Dark brown SILT some fine Sand MOIST
Light brown to tan medium to coarse SAND little to somefine Sand well graded MOIST Sand is rounded with highsphericity Seam of coarse SAND little Gravel 105 Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is rounded with high sphericityBrownish red very fine SAND little Silt poorly gradedWET Light brown to brown CLAY some Silt trace fine Gravel tocoarse Sand MOIST
Three pieces medium GRAVEL some medium to coarseSand well graded MOIST
Interbedded light brown to tan medium to coarse SANDtrace fine Gravel and very fine Sand well graded MOISTSand is rounded with high sphericity 3 seam of fine to coarse Gravel at 24 bgs
Light brown to brown coarse to very coarse SAND somefine to coarse Gravel well graded MOIST Sand is well rounded Gravel is angular
Brown fine to medium SAND some Silt trace Clay traceto some fine Gravel well graded MOIST Tan fine SAND some medium Sand poorly graded littleto some (1-2 cm thick) laminations DRY to MOIST
Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity
MLOL
ML
SC
ML
SW
SP SP
CL
GWSW
GWSW
SW
SW
SP
SP
2-3 4-4 50
2-2 4-5 80
2-2 4-5 100
7-14 17-22 10
54-50 (5) 5
6-15 50 (5) 20
18-50 25 (5)
5-12 18-32 100
8-11
No samples takenduring MW-104Idrilling Lithology andsample informationbased on MW-104D boring log
Driller felt change 12 bgl
Rock in spoonimpeded sampleDriller indicates fine Gravel to coarse Sand
Observe fine to coarse gravel in cuttings
Wet at 39 bgl
114809 114759
114509
114309
114059
113809 113759 113609
113159
112559
112059
111559
111369
111059
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET 2 3OF22 OFOF 33 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389 E 194426311COORDINATESCOORDINATES N 2282389 E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 14-14 80 Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity(continued)
SP
Light brown fine to medium SAND poorly graded WETSand is sub-rounded to rounded with high sphericity
Bailing ~2 heave 110559
45 SSS 8-11 14-13 100 SP
50 SSS 30-40 15-16 40
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is sub-rounded to rounded withhigh sphericity SP
110059
55 SSS 4-15 30-34 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Trace fine Gravel 54-545 bgl SP
Bailed ~1 heave 109559
Light brown SILT some fine Sand soft WET 109109 ML
60 SSS 3-9 18-19 100 Light brown fine to medium SAND some Silt trace fine
Gravel to coarse Sand WET Sand is well rounded with SM 108809
high sphericity
65 SSS 12-15 17-23 100
Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is well rounded with high sphericity SP
108559
Light brown SILT some fine Sand soft WET ML 108229
70 SSS 5-11 16-23 90
Light brown medium to coarse SAND little fine and verycoarse Sand trace fine Gravel well graded WET 1seam of fine to medium Gravel at 71 bgl SW
108059
75
80
SSS
SSS
10-12 22-27
17-34 50 (5)
100
70
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is well rounded with highsphericity grades into more Gravel (some) Clay clast (2cm diam) at 755 bglLight brown fine to medium SAND poorly graded WETSand is well rounded with high sphericityBrown to gray SILT some Clay soft MOIST
SP
SWGW
SP
ML
Driller felt change 78 bgl
107559
107309 107259
107009
85 SSS 1-2 17-42 60
Light brown medium to coarse SAND little to some fineSand trace fine Gravel well graded WET Sand is wellrounded with high sphericity 1 seam of SILT some fineSand at 86 bgl
SW
Driller feels sand 83 bgl ~1 heave
106509
90 SSS 0-5 8-13 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity
SP
~2 heave 106059
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET OF333 OFOF 333 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389COORDINATESCOORDINATES N 2282389 E 194426311E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
95 SSS 7-10 16-20 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well rounded with high sphericity (continued) SP
100 SSS 4-11 20-32 75
Light brown to gray SILT some fine Sand WET
ML
Driller feels change98 bgl
105059
Gray CLAY little Silt hard laminated with occasional Siltlenses MOIST Light brown to grey fine to medium SAND some Silt WETSand is well rounded with high sphericity
CL Varved ~2 heave Driller feels change106-108 and 113
104719
104559
105 SSS 7-11 20-27 90 SM
110 SSS 10-28 30-30 100
Light brown to grey SILT some fine Sand little to someClay soft low plasticity MOIST to WET
ML
104059
(3)
115 SSS 0-0 4-4 50
Light brown medium SAND to medium GRAVEL wellgraded WET Sand is rounded with high sphericityGravel is angular to sub-angular coarsens downward ~4 (~3mm thick) Clay clasts (till balls) SW
Driller notes change at113 bgl ~2 heave
103559
120 SSS 5-14
30-33 10
Light brown fine to coarse SAND trace fine to mediumGravel well graded WET Sand is well rounded with highsphericity SW
103059
(3)
125 SSS 5-9 20-25 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND trace fine Sandtrace fine Gravel well graded WET Sand is well rounded with high sphericity
SP
SW
~2 heave 102559
102309
130
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is sub-rounded to rounded with low to high sphericity Coarse Sand to fine Gravel seam (~1) 131
SP ~4 heave
End of boring - 130bgs
102059
101809
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF111 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116502 N 2290253N 2290253 E 194438696E 194438696COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
111700
4 14 HSA EQUIPMENT CME 1050
111700 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116502 and MOIST Sand is well rounded and spherical during MW-105D
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116077 116027 115952
115752
115252
114752
114252
113752
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113252
112752
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 2 4OF22 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112252
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111752
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111252
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110252
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109577
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109252
Light brown SILT some fine Sand little Clay soft WET 108752
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108452
108252
108077 108052
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107602 107552
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 3 4OF33 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106752
106502
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106252
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105752
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105252
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104752
104452
104252
104002
103752
Light brown SILT some fine Sand soft WET ML
103252
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103002
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102752
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102252
150
155
160
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF444 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253COORDINATESCOORDINATES N 2290253 E 194438696E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
Blow Counts
SAMPLE INFORMATION
Elev
atio
nFe
etRec-Depth feet
165
70
100
100
0-0 13-30
0-0 14-30
0-0 3-12
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand is rounded and spherical Very coarse sand is sub-angular
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
SSS
SSS
SSS
100002
SP
SP
SP
SP
SP
End of boring - 165bgl
Sample Type
Stra
ta
Lab Sample
DESCRIPTION USCS REMARKS overy
~15 heave 101752
~15 heave 101252
100752
100252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF111 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116506 N 2290260N 2290260 E 194438617E 194438617COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Mike BrennanMike BrennanMike Brennan
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
11700
4 14 HSA EQUIPMENT CME 1050
11800 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
Dark brown fine to medium SAND some Silt trace Roots and MOIST Sand is well rounded and spherical
SM
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
116081 116031 115956
115756
115256
114756
114256
Driller feels gravelly 113756 material 28 bgl
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
116506
113256
112756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 2 6OF22 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112256
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111756
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111256
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110256
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109581
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109256
Light brown SILT some fine Sand little Clay soft WET 108756
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108456
108256
108081 108056
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107606 107556
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 3 6OF33 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106756
106506
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106256
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105756
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105256
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104756
104456
104256
104006
103756
Light brown SILT some fine Sand soft WET ML
103256
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103006
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102756
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 4 6OF44 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SP
150 SSS 0-0 13-30 70
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand isrounded and spherical Very coarse sand is sub-angular SP
~15 heave 101756
155 SSS 0-0 14-30 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is roundedand spherical Coarse sand is sub-angular SP
~15 heave 101256
160 SSS 0-0 3-12 100
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand isrounded and spherical Coarse sand is sub-angular SP
100756
165 SSS 5-18 20 (5) 80
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
Light brown SILT some fine Sand soft WET Tracelaminations of gray Silt
SP
ML Driller feels clay167 ~15 heave
100256
99956
170
175
180
SSS
SSS
SSS
1-0 2-5
4-8 10-20
4-22 40 (5)
60
90
50
Gray SILT trace Clay medium stiff non-plastic laminatedLaminations are varve like sequences (dark and lightlaminae) Light brown medium to coarse SAND little coarse Sandand fine Gravel little fine Sand well graded WET Fine tomedium sand is rounded and spherical Gravel issub-rounded Light brown medium to coarse SAND poorly gradedSand is rounded and sphericalLight brown to gray SILT some Clay soft WETinterbedded with gray CLAY some fine Sand trace fineGravel soft low plasticity WET Silt ~4 thick Clay 1-2thick Gravel is sub-rounded Light brown to gray SILT little Clay soft WET At 180two inch seam of gray CLAY some fine Sand trace fineGravel stiff WET Gravel is sub-rounded
ML
SW
SP
ML
ML
Harder drillingpossible diamicton
~15 heave
99756
99506
99256
99076
98756
185 SSS 4-7
20-30 (4)
70
Light brown fine to medium SAND some coarse to verycoarse Sand WET interbedded with light gray SILT andCLAY trace fine Gravel Sand ~4seams Silt and Clay ~2seams Fine to medium sand is rounded and sphericalCoarse to very coarse sand is sub-angular
SPCLML
Easier drilling 183 98256
190 SSS 6-12
24-35 40
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sands are rounded spherical and~50-80 Quartz SP
97756
(5)
195 SSS 8-17 40 (5) 70
Light brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET Medium to coarse sandis rounded spherical and 50-80 Quartz Very coarsesand is sub-angular SP
~3 heave 97256
3-8
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is roundedspherical and 50-80 quartz Coarse sand is sub-angular
SP 96756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF555 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
30
90
50
90
80
40
90
70
25
50
35-30 (3)
11-10 21-30 (3)
3-8 16-30 (3)
7-13 28-30 (4)
2-9 31-30 (3)
1-3 3-7
3-5 4-13
3-2 5-13
7-18 30 (5)
3-5 17-25
2-2 4-7
Light brown fine to medium SAND little coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartz Coarse sand is sub-angular to sub-rounded
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartzCoarse sand is sub-rounded to rounded
Light brown to gray SILT some very fine Sand trace Claysoft non-plastic WET
Light brown to gray SILT some very fine Sand trace Claysoft laminated WET Lamination occurs as ~2 thick seam of light brown to gray SILT (lighter) and Clay (darker) stiff
Light brown to gray SILT little to some Clay and fine Sandsoft WET Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 Quartz Coarse sand is sub-rounded
Light brown to gray SILT some very fine Sand softlaminated WET interbedded with light brown fine tomedium SAND trace coarse Sand poorly graded WETSilt seams ~1 thick sand seams ~4 thick ~1 diameter Clast of gray SILT some Clay 2305 Fine to medium sand is rounded with moderate sphericity Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Occasional Silt laminations Fine to medium sand is rounded and spherical with ~50-80 quartz Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded spherical and ~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET ~1 seam of gray SILT 2458 Fine to medium sand is rounded moderately spherical and~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is well rounded moderately spherical and ~50-80 quartz Coarse sand is sub-rounded Light brown medium to coarse SAND little fine Sand wellgraded trace very coarse Sand WET interbedded withlight brown to gray SILT some very fine Sand soft WET
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
96256
95756
95081
94806
94206
94006
93506
93256
92756
92256
91756
91456
91256
SP
SP
SP
ML
ML
ML
SP
MLSP
SP
SP
SP
SP
SW-ML
SM
~2 heave
~2 heave
Harder drilling 217
Varved
Harder drilling 223
~2 heave
~1 heave
~2 heave
~1 heave
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
205
210
215
220
225
230
235
240
245
250
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-103IMW-103IMW-103I SHEETSHEETSHEET 2 2OF22 OFOF 22 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2285009 E 194413429COORDINATESCOORDINATES N 2285009 E 194413429 SURFACE ELEVATION 114789 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 9-16 Brown medium SAND trace fine Sand poorly gradedWET Sand is well rounded highly spherical andapproximately 80 quartz (continued)
SP 45 SSS 3-4
8-14
Brown fine to coarse SAND trace Silt WET Fine to 110039
50 SSS 4-6 9-12
medium component is well rounded highly spherical andapproximately 80 quartz Coarse sand component issub-angular and sub-roundedBrown fine SAND trace to some Silt WET
SW
109739
SP
55
60
SSS
SSS
6-17 26-24
10-14 38-30
Brown and gray mottled Silty CLAY thinly laminated(varved) stiff MOISTBrown fine SAND trace Silt poorly graded WET Sand iswell rounded highly spherical and approximately 80 quartzBrown fine to medium SAND trace Silt poorly gradedWET Quartz component (approx 80) is well roundedand highly spherical Non-quartz component issub-angular to sub-rounded
CL-ML
SP
SP
109339 109264
109039
65 SSS 18-27 100 5--
Gray Clayey fine to medium SAND trace coarse Sandtrace Gravel occasional seams (~1 inch thick) of mediumSand
SC 108289
70 SSS
Brown medium to coarse SAND trace fine Sand poorlygraded WET Sand is well rounded highly spherical andapproximately 70 quartz
Driller noted change inlithology
108039
SP
75 SSS 12-60 65 Brown fine to coarse GRAVEL trace fine to coarse Sand
and WET GW 107239
Brown medium to coarse SAND trace fine Sand 107039
80 SSS 6-8 12-30
occasional fine to medium Gravel layers poorly gradedWET Sand is well rounded highly spherical andapproximately 80 quartz
SP
85 SSS Brown fine to coarse SAND and SILT trace fine Gravel and WET SM
106339
Brown fine to coarse SAND trace to some fine to medium 106039
90
Gravel trace Silt well graded and WET Sand and gravelare well rounded and highly spherical Sand iscompositionally mature
SW
End of boring - 90 bgl 105789
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM114835 N 2282288N 2282288 E 194426295E 194426295COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Mike BrennanMike BrennanMike Brennan
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING METHOD
11200 DRILLING STARTED 4 14 HSA CME 1050
11600
EQUIPMENT
ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- DESCRIPTION
Elev
atio
nFe
et
Stra
ta
USCS REMARKSDepth Lab Sample Blow overy
Typefeet Sample Counts
Black SILT some fine Sand trace Clay little Root debrisMOIST (TOPSOIL)Brown to reddish brown SILT some fine Sand little to some Clay laminated mottled MOISTLight brown medium SAND some Clay MOIST
Dark brown SILT some fine Sand MOIST
Light brown to tan medium to coarse SAND little to somefine Sand well graded MOIST Sand is rounded with highsphericity Seam of coarse SAND little Gravel 105 Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is rounded with high sphericityBrownish red very fine SAND little Silt poorly gradedWET Light brown to brown CLAY some Silt trace fine Gravel tocoarse Sand MOIST
Three pieces medium GRAVEL some medium to coarseSand well graded MOIST
Interbedded light brown to tan medium to coarse SANDtrace fine Gravel and very fine Sand well graded MOISTSand is rounded with high sphericity 3 seam of fine to coarse Gravel at 24 bgs
Light brown to brown coarse to very coarse SAND somefine to coarse Gravel well graded MOIST Sand is well rounded Gravel is angular
Brown fine to medium SAND some Silt trace Clay traceto some fine Gravel well graded MOIST Tan fine SAND some medium Sand poorly graded littleto some (1-2 cm thick) laminations DRY to MOIST
Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
2-3 4-4
2-2 4-5
2-2 4-5
7-14 17-22
54-50 (5)
6-15 50 (5)
18-50 (5)
5-12 18-32
50
80
100
10
5
20
25
100
MLOL
ML
SC
ML
SW
SP SP
CL
GWSW
GWSW
SW
SW
SP
SP
Driller felt change 12 bgl
Rock in spoonimpeded sampleDriller indicates fine Gravel to coarse Sand
Observe fine to coarse gravel in cuttings
Wet at 39 bgl
114835 114785
114535
114335
114085
113835 113785 113635
113185
112585
112085
111585
111395
111085
8-11
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET 2 5OF22 OFOF 55 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288 E 194426295COORDINATESCOORDINATES N 2282288 E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
45
SSS
SSS
14-14
8-11 14-13
80
100
Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity(continued) Light brown fine to medium SAND poorly graded WETSand is sub-rounded to rounded with high sphericity
SP
SP
Bailing ~2 heave 110585
50 SSS 30-40 15-16 40
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is sub-rounded to rounded withhigh sphericity SP
110085
55 SSS 4-15 30-34 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Trace fine Gravel 54-545 bgl SP
Bailed ~1 heave 109585
60
65
70
SSS
SSS
SSS
3-9 18-19
12-15 17-23
5-11 16-23
100
100
90
Light brown SILT some fine Sand soft WET
Light brown fine to medium SAND some Silt trace fineGravel to coarse Sand WET Sand is well rounded with high sphericity Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is well rounded with high sphericity
Light brown SILT some fine Sand soft WET
Light brown medium to coarse SAND little fine and verycoarse Sand trace fine Gravel well graded WET 1seam of fine to medium Gravel at 71 bgl
ML
SM
SP
ML
SW
109135
108835
108585
108255
108085
75
80
10-12 22-27
17-34 50 (5)
SSS
SSS
100
70
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is well rounded with highsphericity grades into more Gravel (some) Clay clast (2cm diam) at 755 bglLight brown fine to medium SAND poorly graded WETSand is well rounded with high sphericityBrown to gray SILT some Clay soft MOIST
SP
SWGW
SP
ML
Driller felt change 78 bgl
107585
107335 107285
107035
85 SSS 1-2 17-42 60
Light brown medium to coarse SAND little to some fineSand trace fine Gravel well graded WET Sand is wellrounded with high sphericity 1 seam of SILT some fineSand at 86 bgl
SW
106535Driller feels sand 83 bgl ~1 heave
90 SSS 0-5 8-13 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity
SP
~2 heave 106085
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET 3 5OF33 OFOF 55 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288 E 194426295COORDINATESCOORDINATES N 2282288 E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 7-10 16-20 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity (continued) SP
100 SSS 4-11 20-32 75
Light brown to gray SILT some fine Sand WET
ML
Driller feels change98 bgl
105085
Gray CLAY little Silt hard laminated with occasional Siltlenses MOIST Light brown to grey fine to medium SAND some Silt WETSand is well rounded with high sphericity
CL Varved ~2 heave Driller feels change106-108 and 113
104745
104585
105 SSS 7-11 20-27 90 SM
110 SSS 10-28 30-30 100
Light brown to grey SILT some fine Sand little to someClay soft low plasticity MOIST to WET
ML
104085
(3)
115 SSS 0-0 4-4 50
Light brown medium SAND to medium GRAVEL wellgraded WET Sand is rounded with high sphericityGravel is angular to sub-angular coarsens downward ~4(~3mm thick) Clay clasts (till balls) SW
Driller notes change at113 bgl ~2 heave
103585
120 SSS 5-14
30-33 10
Light brown fine to coarse SAND trace fine to mediumGravel well graded WET Sand is well rounded with highsphericity SW
103085
(3)
125 SSS 5-9 20-25 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND trace fine Sandtrace fine Gravel well graded WET Sand is well roundedwith high sphericity
SP
SW
~2 heave 102585
102335
130 SSS 3-10 27-40 80
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is sub-rounded torounded with low to high sphericity Coarse Sand to fineGravel seam (~1) 131 SP
~4 heave 102085
135 SSS 7-8
18-30 (3)
10
Light brown fine to medium SAND little coarse Sand wellgraded and WET Sand is well rounded and spherical
SW
~2 heave 101585
140 SSS 10-15 30-34 70
Light brown to gray SILT little Clay soft WET ML Stiffer drilling 100935
145 SSS 10-22 50 (3) 50
Light brown medium to coarse SAND some very coarseSand trace fine Gravel well graded WET Sand issub-rounded to rounded with high sphericityLight brown medium to coarse SAND some very coarseSand trace fine Sand well graded WET Sand is sub- towell rounded with high sphericity Clast of gray Clay (~2thick) at 14510 (till ball)
SW
SW
~2 heave
~1 heave
100755
100585
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET 4 5OF44 OFOF 55 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288 E 194426295COORDINATESCOORDINATES N 2282288 E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SW Light brown fine to medium SAND some coarse Sand ~1 heave 100085 well graded WET Sand is rounded with high sphericity~14 lense of Clayey Silt 1491 bgl1-11
150 SSS 531-30 (3)
SW
155 SSS 2-10
25-30 (3)
80
Light brown fine to medium SAND some coarse Sandwell graded WET Sand is rounded with high sphericity~14 lense of Clayey Silt at 155 Light brown coarse to very coarse SAND some mediumSand little fine Sand little to some fine Gravel well gradedWET Sand is well rounded with high sphericity
SW
SW
~12 heave 99585
99335
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded with high sphericity SP
~1 heave 99085
160 SSS 0-3 12-35 70 Light brown medium to coarse SAND little very coarse
Sand well graded WET Sand is well rounded with highsphericityGray SILT trace fine Sand soft WETGray to light brown SILT some Clay soft WET
SW ML
ML
98835 98745
98585
165 SSS 3-7 12-20 60 Interbedded light brown fine to medium SAND trace
coarse Sand moderately graded WET and light brownmedium to coarse SAND some fine Sand trace of fine SPSW
~1 heave 98405
170 SSS 2-6
19-30 20
Gravel moderately to well graded WET Sand is roundedwith high sphericityLight brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded with high sphericity SP
~1 heave 98085
(5)
175 SSS 0-6
36-30 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
~4 heave 97585
(2)
180 SSS 0-4
23-40 10
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
~3 heave 97085
(3)
185 SSS 0-6
26-40 60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
96585
(3)
190 SSS 0-4 21-65 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of coarse to verycoarse Sand 1908 bgl Sand is rounded and highlyspherical
96085
SP
195
3-8
Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is sub-angular to well roundedlow to highly spherical and gt80 quartz Gravel issub-angular Two inch lense of light brown to gray CLAYsome Silt stiff high plasticity 2008 bgl
SW
~1 heave 95335
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET OF555 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288COORDINATESCOORDINATES N 2282288 E 194426295E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- USCSDESCRIPTION
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overyTypefeet Sample Counts
SSS 40-30 70
(3) SW
205 SSS 9-17
24-30 (2)
70
Light brown medium to coarse SAND some very coarseSand to fine Gravel well graded WET Medium to verycoarse sand is sub-angular to rounded low to highlyspherical and gt80 quartz Very coarse sand and finegravel are sub-angular
SW
~2 heave 94585
210 SSS 3-16
28-30 (3)
100
Light brown medium to coarse SAND little fine Gravelwell graded WET Medium to coarse sand is sub-angularto well rounded highly spherical and gt80 quartz Fine gravel is sub-angularLight brown to gray SILT some very fine Sand little Claytrace very coarse Sand stiff low plasticity MOIST TODRY
SW
ML
~1 heave 94085
93835
215 SSS 11-5 5-15 60
Light brown medium to fine SAND trace coarse Sandpoorly graded WET Sand is sub-angular to well roundedhighly spherical and gt80 QuartzLight brown to gray CLAY some Silt little fine Sand tracevery coarse Sand stiff low plasticity MOIST
SP
CL
Driller felt change213 ~5 heave
93535
93335
220 SSS -10 15-15 60
Light brown to gray CLAY some fine Sand trace fineGravel soft moderate plasticity WET interbedded withlight brown to gray CLAY some fine Sand trace fineGravel stiff high plasticity MOIST TO DRY Fine gravel issub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff low plasticity MOIST Fine gravel issub-rounded
CLCH
CL
~1 heave in 219-221 spoon
Drilling harder 221
93085
92735
225 SSS -10
17-40 100
230
235
240
SSS
SSS
SSS
(3)
-5 48-30 (3)
-7 27-40 (3)
10-10 15-50
60
60
80
Light brown to gray SILT some Clay stiff low plasticitylaminated MOIST Laminations are Silt lenses some Claynon-plastic (Clayey Silt)Light brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST interbeddedwith light brown to gray SILT some Clay stiff laminatedMOIST Laminations are Clayey Silt Fine gravel issub-rounded Two inch seam of light brown medium tocoarse SAND WET Medium to coarse sand is well rounded highly spherical and gt80 quartzLight brown medium to coarse SAND trace fine Gravelstiff poorly graded MOIST Fine gravel is sub-roundedLight brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST Fine gravelis sub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST Fine gravelis sub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff moderate to high plasticity WET Fine gravelis sub-rounded
ML
CLML
SP
CL
CL
CL
Rig beginning tooverheat (very stiff)
Feel sand 228
~1 heave
Driller feels ~1 sand seam
~1 heave
Driller feels sand 241 ~1 heave
92255
92035
91585
91335
91085
90785 90735
245 SSS 11-24 50 50
Light brown fine to medium SAND trace coarse Sanddense moderately graded interbedded WET with lightbrown to grey CLAY some fine Sand trace fine Gravelsoft moderate plasticity WET Sand is rounded to sub-angular low to high sphericity gt80 quartz
SC
250 SSS 12-18 27-30 (3)
Light brown medium to coarse SAND some very coarseSand to fine Gravel trace Clay well graded WET Sand is sub- to well rounded low to highly spherical and gt80 quartz Clay occurs as lenses (~1 thick) of light brown togray CLAY soft moderate plasticity WET
SW
End of boring - 251bgs
90085
89735
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO SHEETMW-104IMW-104IMW-104I SHEETSHEET OFOF111 OF 333 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION USGSDATUM114809
N 2282389N 2282389 E 194426311E 194426311COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Larry JordanLarry JordanLarry Jordan
DRILLING STARTED
DRILLING METHOD
111600
4 14 HSA EQUIPMENT CME 1050
111600 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- USCSDESCRIPTION
Elev
atio
nFe
et
Stra
ta
REMARKSDepth Lab Sample Blow overy
Typefeet Sample Counts
Black SILT some fine Sand trace Clay little Root debrisMOIST (TOPSOIL)Brown to reddish brown SILT some fine Sand little to some Clay laminated mottled MOISTLight brown medium SAND some Clay MOIST
Dark brown SILT some fine Sand MOIST
Light brown to tan medium to coarse SAND little to somefine Sand well graded MOIST Sand is rounded with highsphericity Seam of coarse SAND little Gravel 105 Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is rounded with high sphericityBrownish red very fine SAND little Silt poorly gradedWET Light brown to brown CLAY some Silt trace fine Gravel tocoarse Sand MOIST
Three pieces medium GRAVEL some medium to coarseSand well graded MOIST
Interbedded light brown to tan medium to coarse SANDtrace fine Gravel and very fine Sand well graded MOISTSand is rounded with high sphericity 3 seam of fine to coarse Gravel at 24 bgs
Light brown to brown coarse to very coarse SAND somefine to coarse Gravel well graded MOIST Sand is well rounded Gravel is angular
Brown fine to medium SAND some Silt trace Clay traceto some fine Gravel well graded MOIST Tan fine SAND some medium Sand poorly graded littleto some (1-2 cm thick) laminations DRY to MOIST
Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity
MLOL
ML
SC
ML
SW
SP SP
CL
GWSW
GWSW
SW
SW
SP
SP
2-3 4-4 50
2-2 4-5 80
2-2 4-5 100
7-14 17-22 10
54-50 (5) 5
6-15 50 (5) 20
18-50 25 (5)
5-12 18-32 100
8-11
No samples takenduring MW-104Idrilling Lithology andsample informationbased on MW-104D boring log
Driller felt change 12 bgl
Rock in spoonimpeded sampleDriller indicates fine Gravel to coarse Sand
Observe fine to coarse gravel in cuttings
Wet at 39 bgl
114809 114759
114509
114309
114059
113809 113759 113609
113159
112559
112059
111559
111369
111059
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET 2 3OF22 OFOF 33 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389 E 194426311COORDINATESCOORDINATES N 2282389 E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 14-14 80 Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity(continued)
SP
Light brown fine to medium SAND poorly graded WETSand is sub-rounded to rounded with high sphericity
Bailing ~2 heave 110559
45 SSS 8-11 14-13 100 SP
50 SSS 30-40 15-16 40
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is sub-rounded to rounded withhigh sphericity SP
110059
55 SSS 4-15 30-34 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Trace fine Gravel 54-545 bgl SP
Bailed ~1 heave 109559
Light brown SILT some fine Sand soft WET 109109 ML
60 SSS 3-9 18-19 100 Light brown fine to medium SAND some Silt trace fine
Gravel to coarse Sand WET Sand is well rounded with SM 108809
high sphericity
65 SSS 12-15 17-23 100
Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is well rounded with high sphericity SP
108559
Light brown SILT some fine Sand soft WET ML 108229
70 SSS 5-11 16-23 90
Light brown medium to coarse SAND little fine and verycoarse Sand trace fine Gravel well graded WET 1seam of fine to medium Gravel at 71 bgl SW
108059
75
80
SSS
SSS
10-12 22-27
17-34 50 (5)
100
70
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is well rounded with highsphericity grades into more Gravel (some) Clay clast (2cm diam) at 755 bglLight brown fine to medium SAND poorly graded WETSand is well rounded with high sphericityBrown to gray SILT some Clay soft MOIST
SP
SWGW
SP
ML
Driller felt change 78 bgl
107559
107309 107259
107009
85 SSS 1-2 17-42 60
Light brown medium to coarse SAND little to some fineSand trace fine Gravel well graded WET Sand is wellrounded with high sphericity 1 seam of SILT some fineSand at 86 bgl
SW
Driller feels sand 83 bgl ~1 heave
106509
90 SSS 0-5 8-13 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity
SP
~2 heave 106059
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET OF333 OFOF 333 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389COORDINATESCOORDINATES N 2282389 E 194426311E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
95 SSS 7-10 16-20 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well rounded with high sphericity (continued) SP
100 SSS 4-11 20-32 75
Light brown to gray SILT some fine Sand WET
ML
Driller feels change98 bgl
105059
Gray CLAY little Silt hard laminated with occasional Siltlenses MOIST Light brown to grey fine to medium SAND some Silt WETSand is well rounded with high sphericity
CL Varved ~2 heave Driller feels change106-108 and 113
104719
104559
105 SSS 7-11 20-27 90 SM
110 SSS 10-28 30-30 100
Light brown to grey SILT some fine Sand little to someClay soft low plasticity MOIST to WET
ML
104059
(3)
115 SSS 0-0 4-4 50
Light brown medium SAND to medium GRAVEL wellgraded WET Sand is rounded with high sphericityGravel is angular to sub-angular coarsens downward ~4 (~3mm thick) Clay clasts (till balls) SW
Driller notes change at113 bgl ~2 heave
103559
120 SSS 5-14
30-33 10
Light brown fine to coarse SAND trace fine to mediumGravel well graded WET Sand is well rounded with highsphericity SW
103059
(3)
125 SSS 5-9 20-25 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND trace fine Sandtrace fine Gravel well graded WET Sand is well rounded with high sphericity
SP
SW
~2 heave 102559
102309
130
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is sub-rounded to rounded with low to high sphericity Coarse Sand to fine Gravel seam (~1) 131
SP ~4 heave
End of boring - 130bgs
102059
101809
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF111 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116502 N 2290253N 2290253 E 194438696E 194438696COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
111700
4 14 HSA EQUIPMENT CME 1050
111700 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116502 and MOIST Sand is well rounded and spherical during MW-105D
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116077 116027 115952
115752
115252
114752
114252
113752
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113252
112752
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 2 4OF22 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112252
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111752
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111252
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110252
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109577
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109252
Light brown SILT some fine Sand little Clay soft WET 108752
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108452
108252
108077 108052
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107602 107552
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 3 4OF33 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106752
106502
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106252
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105752
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105252
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104752
104452
104252
104002
103752
Light brown SILT some fine Sand soft WET ML
103252
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103002
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102752
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102252
150
155
160
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF444 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253COORDINATESCOORDINATES N 2290253 E 194438696E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
Blow Counts
SAMPLE INFORMATION
Elev
atio
nFe
etRec-Depth feet
165
70
100
100
0-0 13-30
0-0 14-30
0-0 3-12
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand is rounded and spherical Very coarse sand is sub-angular
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
SSS
SSS
SSS
100002
SP
SP
SP
SP
SP
End of boring - 165bgl
Sample Type
Stra
ta
Lab Sample
DESCRIPTION USCS REMARKS overy
~15 heave 101752
~15 heave 101252
100752
100252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF111 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116506 N 2290260N 2290260 E 194438617E 194438617COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Mike BrennanMike BrennanMike Brennan
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
11700
4 14 HSA EQUIPMENT CME 1050
11800 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
Dark brown fine to medium SAND some Silt trace Roots and MOIST Sand is well rounded and spherical
SM
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
116081 116031 115956
115756
115256
114756
114256
Driller feels gravelly 113756 material 28 bgl
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
116506
113256
112756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 2 6OF22 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112256
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111756
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111256
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110256
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109581
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109256
Light brown SILT some fine Sand little Clay soft WET 108756
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108456
108256
108081 108056
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107606 107556
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 3 6OF33 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106756
106506
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106256
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105756
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105256
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104756
104456
104256
104006
103756
Light brown SILT some fine Sand soft WET ML
103256
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103006
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102756
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 4 6OF44 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SP
150 SSS 0-0 13-30 70
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand isrounded and spherical Very coarse sand is sub-angular SP
~15 heave 101756
155 SSS 0-0 14-30 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is roundedand spherical Coarse sand is sub-angular SP
~15 heave 101256
160 SSS 0-0 3-12 100
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand isrounded and spherical Coarse sand is sub-angular SP
100756
165 SSS 5-18 20 (5) 80
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
Light brown SILT some fine Sand soft WET Tracelaminations of gray Silt
SP
ML Driller feels clay167 ~15 heave
100256
99956
170
175
180
SSS
SSS
SSS
1-0 2-5
4-8 10-20
4-22 40 (5)
60
90
50
Gray SILT trace Clay medium stiff non-plastic laminatedLaminations are varve like sequences (dark and lightlaminae) Light brown medium to coarse SAND little coarse Sandand fine Gravel little fine Sand well graded WET Fine tomedium sand is rounded and spherical Gravel issub-rounded Light brown medium to coarse SAND poorly gradedSand is rounded and sphericalLight brown to gray SILT some Clay soft WETinterbedded with gray CLAY some fine Sand trace fineGravel soft low plasticity WET Silt ~4 thick Clay 1-2thick Gravel is sub-rounded Light brown to gray SILT little Clay soft WET At 180two inch seam of gray CLAY some fine Sand trace fineGravel stiff WET Gravel is sub-rounded
ML
SW
SP
ML
ML
Harder drillingpossible diamicton
~15 heave
99756
99506
99256
99076
98756
185 SSS 4-7
20-30 (4)
70
Light brown fine to medium SAND some coarse to verycoarse Sand WET interbedded with light gray SILT andCLAY trace fine Gravel Sand ~4seams Silt and Clay ~2seams Fine to medium sand is rounded and sphericalCoarse to very coarse sand is sub-angular
SPCLML
Easier drilling 183 98256
190 SSS 6-12
24-35 40
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sands are rounded spherical and~50-80 Quartz SP
97756
(5)
195 SSS 8-17 40 (5) 70
Light brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET Medium to coarse sandis rounded spherical and 50-80 Quartz Very coarsesand is sub-angular SP
~3 heave 97256
3-8
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is roundedspherical and 50-80 quartz Coarse sand is sub-angular
SP 96756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF555 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
30
90
50
90
80
40
90
70
25
50
35-30 (3)
11-10 21-30 (3)
3-8 16-30 (3)
7-13 28-30 (4)
2-9 31-30 (3)
1-3 3-7
3-5 4-13
3-2 5-13
7-18 30 (5)
3-5 17-25
2-2 4-7
Light brown fine to medium SAND little coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartz Coarse sand is sub-angular to sub-rounded
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartzCoarse sand is sub-rounded to rounded
Light brown to gray SILT some very fine Sand trace Claysoft non-plastic WET
Light brown to gray SILT some very fine Sand trace Claysoft laminated WET Lamination occurs as ~2 thick seam of light brown to gray SILT (lighter) and Clay (darker) stiff
Light brown to gray SILT little to some Clay and fine Sandsoft WET Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 Quartz Coarse sand is sub-rounded
Light brown to gray SILT some very fine Sand softlaminated WET interbedded with light brown fine tomedium SAND trace coarse Sand poorly graded WETSilt seams ~1 thick sand seams ~4 thick ~1 diameter Clast of gray SILT some Clay 2305 Fine to medium sand is rounded with moderate sphericity Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Occasional Silt laminations Fine to medium sand is rounded and spherical with ~50-80 quartz Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded spherical and ~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET ~1 seam of gray SILT 2458 Fine to medium sand is rounded moderately spherical and~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is well rounded moderately spherical and ~50-80 quartz Coarse sand is sub-rounded Light brown medium to coarse SAND little fine Sand wellgraded trace very coarse Sand WET interbedded withlight brown to gray SILT some very fine Sand soft WET
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
96256
95756
95081
94806
94206
94006
93506
93256
92756
92256
91756
91456
91256
SP
SP
SP
ML
ML
ML
SP
MLSP
SP
SP
SP
SP
SW-ML
SM
~2 heave
~2 heave
Harder drilling 217
Varved
Harder drilling 223
~2 heave
~1 heave
~2 heave
~1 heave
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
205
210
215
220
225
230
235
240
245
250
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM114835 N 2282288N 2282288 E 194426295E 194426295COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Mike BrennanMike BrennanMike Brennan
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING METHOD
11200 DRILLING STARTED 4 14 HSA CME 1050
11600
EQUIPMENT
ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- DESCRIPTION
Elev
atio
nFe
et
Stra
ta
USCS REMARKSDepth Lab Sample Blow overy
Typefeet Sample Counts
Black SILT some fine Sand trace Clay little Root debrisMOIST (TOPSOIL)Brown to reddish brown SILT some fine Sand little to some Clay laminated mottled MOISTLight brown medium SAND some Clay MOIST
Dark brown SILT some fine Sand MOIST
Light brown to tan medium to coarse SAND little to somefine Sand well graded MOIST Sand is rounded with highsphericity Seam of coarse SAND little Gravel 105 Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is rounded with high sphericityBrownish red very fine SAND little Silt poorly gradedWET Light brown to brown CLAY some Silt trace fine Gravel tocoarse Sand MOIST
Three pieces medium GRAVEL some medium to coarseSand well graded MOIST
Interbedded light brown to tan medium to coarse SANDtrace fine Gravel and very fine Sand well graded MOISTSand is rounded with high sphericity 3 seam of fine to coarse Gravel at 24 bgs
Light brown to brown coarse to very coarse SAND somefine to coarse Gravel well graded MOIST Sand is well rounded Gravel is angular
Brown fine to medium SAND some Silt trace Clay traceto some fine Gravel well graded MOIST Tan fine SAND some medium Sand poorly graded littleto some (1-2 cm thick) laminations DRY to MOIST
Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
2-3 4-4
2-2 4-5
2-2 4-5
7-14 17-22
54-50 (5)
6-15 50 (5)
18-50 (5)
5-12 18-32
50
80
100
10
5
20
25
100
MLOL
ML
SC
ML
SW
SP SP
CL
GWSW
GWSW
SW
SW
SP
SP
Driller felt change 12 bgl
Rock in spoonimpeded sampleDriller indicates fine Gravel to coarse Sand
Observe fine to coarse gravel in cuttings
Wet at 39 bgl
114835 114785
114535
114335
114085
113835 113785 113635
113185
112585
112085
111585
111395
111085
8-11
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET 2 5OF22 OFOF 55 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288 E 194426295COORDINATESCOORDINATES N 2282288 E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
45
SSS
SSS
14-14
8-11 14-13
80
100
Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity(continued) Light brown fine to medium SAND poorly graded WETSand is sub-rounded to rounded with high sphericity
SP
SP
Bailing ~2 heave 110585
50 SSS 30-40 15-16 40
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is sub-rounded to rounded withhigh sphericity SP
110085
55 SSS 4-15 30-34 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Trace fine Gravel 54-545 bgl SP
Bailed ~1 heave 109585
60
65
70
SSS
SSS
SSS
3-9 18-19
12-15 17-23
5-11 16-23
100
100
90
Light brown SILT some fine Sand soft WET
Light brown fine to medium SAND some Silt trace fineGravel to coarse Sand WET Sand is well rounded with high sphericity Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is well rounded with high sphericity
Light brown SILT some fine Sand soft WET
Light brown medium to coarse SAND little fine and verycoarse Sand trace fine Gravel well graded WET 1seam of fine to medium Gravel at 71 bgl
ML
SM
SP
ML
SW
109135
108835
108585
108255
108085
75
80
10-12 22-27
17-34 50 (5)
SSS
SSS
100
70
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is well rounded with highsphericity grades into more Gravel (some) Clay clast (2cm diam) at 755 bglLight brown fine to medium SAND poorly graded WETSand is well rounded with high sphericityBrown to gray SILT some Clay soft MOIST
SP
SWGW
SP
ML
Driller felt change 78 bgl
107585
107335 107285
107035
85 SSS 1-2 17-42 60
Light brown medium to coarse SAND little to some fineSand trace fine Gravel well graded WET Sand is wellrounded with high sphericity 1 seam of SILT some fineSand at 86 bgl
SW
106535Driller feels sand 83 bgl ~1 heave
90 SSS 0-5 8-13 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity
SP
~2 heave 106085
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET 3 5OF33 OFOF 55 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288 E 194426295COORDINATESCOORDINATES N 2282288 E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 7-10 16-20 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity (continued) SP
100 SSS 4-11 20-32 75
Light brown to gray SILT some fine Sand WET
ML
Driller feels change98 bgl
105085
Gray CLAY little Silt hard laminated with occasional Siltlenses MOIST Light brown to grey fine to medium SAND some Silt WETSand is well rounded with high sphericity
CL Varved ~2 heave Driller feels change106-108 and 113
104745
104585
105 SSS 7-11 20-27 90 SM
110 SSS 10-28 30-30 100
Light brown to grey SILT some fine Sand little to someClay soft low plasticity MOIST to WET
ML
104085
(3)
115 SSS 0-0 4-4 50
Light brown medium SAND to medium GRAVEL wellgraded WET Sand is rounded with high sphericityGravel is angular to sub-angular coarsens downward ~4(~3mm thick) Clay clasts (till balls) SW
Driller notes change at113 bgl ~2 heave
103585
120 SSS 5-14
30-33 10
Light brown fine to coarse SAND trace fine to mediumGravel well graded WET Sand is well rounded with highsphericity SW
103085
(3)
125 SSS 5-9 20-25 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND trace fine Sandtrace fine Gravel well graded WET Sand is well roundedwith high sphericity
SP
SW
~2 heave 102585
102335
130 SSS 3-10 27-40 80
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is sub-rounded torounded with low to high sphericity Coarse Sand to fineGravel seam (~1) 131 SP
~4 heave 102085
135 SSS 7-8
18-30 (3)
10
Light brown fine to medium SAND little coarse Sand wellgraded and WET Sand is well rounded and spherical
SW
~2 heave 101585
140 SSS 10-15 30-34 70
Light brown to gray SILT little Clay soft WET ML Stiffer drilling 100935
145 SSS 10-22 50 (3) 50
Light brown medium to coarse SAND some very coarseSand trace fine Gravel well graded WET Sand issub-rounded to rounded with high sphericityLight brown medium to coarse SAND some very coarseSand trace fine Sand well graded WET Sand is sub- towell rounded with high sphericity Clast of gray Clay (~2thick) at 14510 (till ball)
SW
SW
~2 heave
~1 heave
100755
100585
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET 4 5OF44 OFOF 55 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288 E 194426295COORDINATESCOORDINATES N 2282288 E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SW Light brown fine to medium SAND some coarse Sand ~1 heave 100085 well graded WET Sand is rounded with high sphericity~14 lense of Clayey Silt 1491 bgl1-11
150 SSS 531-30 (3)
SW
155 SSS 2-10
25-30 (3)
80
Light brown fine to medium SAND some coarse Sandwell graded WET Sand is rounded with high sphericity~14 lense of Clayey Silt at 155 Light brown coarse to very coarse SAND some mediumSand little fine Sand little to some fine Gravel well gradedWET Sand is well rounded with high sphericity
SW
SW
~12 heave 99585
99335
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded with high sphericity SP
~1 heave 99085
160 SSS 0-3 12-35 70 Light brown medium to coarse SAND little very coarse
Sand well graded WET Sand is well rounded with highsphericityGray SILT trace fine Sand soft WETGray to light brown SILT some Clay soft WET
SW ML
ML
98835 98745
98585
165 SSS 3-7 12-20 60 Interbedded light brown fine to medium SAND trace
coarse Sand moderately graded WET and light brownmedium to coarse SAND some fine Sand trace of fine SPSW
~1 heave 98405
170 SSS 2-6
19-30 20
Gravel moderately to well graded WET Sand is roundedwith high sphericityLight brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded with high sphericity SP
~1 heave 98085
(5)
175 SSS 0-6
36-30 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
~4 heave 97585
(2)
180 SSS 0-4
23-40 10
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
~3 heave 97085
(3)
185 SSS 0-6
26-40 60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
96585
(3)
190 SSS 0-4 21-65 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of coarse to verycoarse Sand 1908 bgl Sand is rounded and highlyspherical
96085
SP
195
3-8
Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is sub-angular to well roundedlow to highly spherical and gt80 quartz Gravel issub-angular Two inch lense of light brown to gray CLAYsome Silt stiff high plasticity 2008 bgl
SW
~1 heave 95335
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET OF555 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288COORDINATESCOORDINATES N 2282288 E 194426295E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- USCSDESCRIPTION
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overyTypefeet Sample Counts
SSS 40-30 70
(3) SW
205 SSS 9-17
24-30 (2)
70
Light brown medium to coarse SAND some very coarseSand to fine Gravel well graded WET Medium to verycoarse sand is sub-angular to rounded low to highlyspherical and gt80 quartz Very coarse sand and finegravel are sub-angular
SW
~2 heave 94585
210 SSS 3-16
28-30 (3)
100
Light brown medium to coarse SAND little fine Gravelwell graded WET Medium to coarse sand is sub-angularto well rounded highly spherical and gt80 quartz Fine gravel is sub-angularLight brown to gray SILT some very fine Sand little Claytrace very coarse Sand stiff low plasticity MOIST TODRY
SW
ML
~1 heave 94085
93835
215 SSS 11-5 5-15 60
Light brown medium to fine SAND trace coarse Sandpoorly graded WET Sand is sub-angular to well roundedhighly spherical and gt80 QuartzLight brown to gray CLAY some Silt little fine Sand tracevery coarse Sand stiff low plasticity MOIST
SP
CL
Driller felt change213 ~5 heave
93535
93335
220 SSS -10 15-15 60
Light brown to gray CLAY some fine Sand trace fineGravel soft moderate plasticity WET interbedded withlight brown to gray CLAY some fine Sand trace fineGravel stiff high plasticity MOIST TO DRY Fine gravel issub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff low plasticity MOIST Fine gravel issub-rounded
CLCH
CL
~1 heave in 219-221 spoon
Drilling harder 221
93085
92735
225 SSS -10
17-40 100
230
235
240
SSS
SSS
SSS
(3)
-5 48-30 (3)
-7 27-40 (3)
10-10 15-50
60
60
80
Light brown to gray SILT some Clay stiff low plasticitylaminated MOIST Laminations are Silt lenses some Claynon-plastic (Clayey Silt)Light brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST interbeddedwith light brown to gray SILT some Clay stiff laminatedMOIST Laminations are Clayey Silt Fine gravel issub-rounded Two inch seam of light brown medium tocoarse SAND WET Medium to coarse sand is well rounded highly spherical and gt80 quartzLight brown medium to coarse SAND trace fine Gravelstiff poorly graded MOIST Fine gravel is sub-roundedLight brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST Fine gravelis sub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST Fine gravelis sub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff moderate to high plasticity WET Fine gravelis sub-rounded
ML
CLML
SP
CL
CL
CL
Rig beginning tooverheat (very stiff)
Feel sand 228
~1 heave
Driller feels ~1 sand seam
~1 heave
Driller feels sand 241 ~1 heave
92255
92035
91585
91335
91085
90785 90735
245 SSS 11-24 50 50
Light brown fine to medium SAND trace coarse Sanddense moderately graded interbedded WET with lightbrown to grey CLAY some fine Sand trace fine Gravelsoft moderate plasticity WET Sand is rounded to sub-angular low to high sphericity gt80 quartz
SC
250 SSS 12-18 27-30 (3)
Light brown medium to coarse SAND some very coarseSand to fine Gravel trace Clay well graded WET Sand is sub- to well rounded low to highly spherical and gt80 quartz Clay occurs as lenses (~1 thick) of light brown togray CLAY soft moderate plasticity WET
SW
End of boring - 251bgs
90085
89735
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO SHEETMW-104IMW-104IMW-104I SHEETSHEET OFOF111 OF 333 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION USGSDATUM114809
N 2282389N 2282389 E 194426311E 194426311COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Larry JordanLarry JordanLarry Jordan
DRILLING STARTED
DRILLING METHOD
111600
4 14 HSA EQUIPMENT CME 1050
111600 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- USCSDESCRIPTION
Elev
atio
nFe
et
Stra
ta
REMARKSDepth Lab Sample Blow overy
Typefeet Sample Counts
Black SILT some fine Sand trace Clay little Root debrisMOIST (TOPSOIL)Brown to reddish brown SILT some fine Sand little to some Clay laminated mottled MOISTLight brown medium SAND some Clay MOIST
Dark brown SILT some fine Sand MOIST
Light brown to tan medium to coarse SAND little to somefine Sand well graded MOIST Sand is rounded with highsphericity Seam of coarse SAND little Gravel 105 Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is rounded with high sphericityBrownish red very fine SAND little Silt poorly gradedWET Light brown to brown CLAY some Silt trace fine Gravel tocoarse Sand MOIST
Three pieces medium GRAVEL some medium to coarseSand well graded MOIST
Interbedded light brown to tan medium to coarse SANDtrace fine Gravel and very fine Sand well graded MOISTSand is rounded with high sphericity 3 seam of fine to coarse Gravel at 24 bgs
Light brown to brown coarse to very coarse SAND somefine to coarse Gravel well graded MOIST Sand is well rounded Gravel is angular
Brown fine to medium SAND some Silt trace Clay traceto some fine Gravel well graded MOIST Tan fine SAND some medium Sand poorly graded littleto some (1-2 cm thick) laminations DRY to MOIST
Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity
MLOL
ML
SC
ML
SW
SP SP
CL
GWSW
GWSW
SW
SW
SP
SP
2-3 4-4 50
2-2 4-5 80
2-2 4-5 100
7-14 17-22 10
54-50 (5) 5
6-15 50 (5) 20
18-50 25 (5)
5-12 18-32 100
8-11
No samples takenduring MW-104Idrilling Lithology andsample informationbased on MW-104D boring log
Driller felt change 12 bgl
Rock in spoonimpeded sampleDriller indicates fine Gravel to coarse Sand
Observe fine to coarse gravel in cuttings
Wet at 39 bgl
114809 114759
114509
114309
114059
113809 113759 113609
113159
112559
112059
111559
111369
111059
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET 2 3OF22 OFOF 33 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389 E 194426311COORDINATESCOORDINATES N 2282389 E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 14-14 80 Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity(continued)
SP
Light brown fine to medium SAND poorly graded WETSand is sub-rounded to rounded with high sphericity
Bailing ~2 heave 110559
45 SSS 8-11 14-13 100 SP
50 SSS 30-40 15-16 40
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is sub-rounded to rounded withhigh sphericity SP
110059
55 SSS 4-15 30-34 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Trace fine Gravel 54-545 bgl SP
Bailed ~1 heave 109559
Light brown SILT some fine Sand soft WET 109109 ML
60 SSS 3-9 18-19 100 Light brown fine to medium SAND some Silt trace fine
Gravel to coarse Sand WET Sand is well rounded with SM 108809
high sphericity
65 SSS 12-15 17-23 100
Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is well rounded with high sphericity SP
108559
Light brown SILT some fine Sand soft WET ML 108229
70 SSS 5-11 16-23 90
Light brown medium to coarse SAND little fine and verycoarse Sand trace fine Gravel well graded WET 1seam of fine to medium Gravel at 71 bgl SW
108059
75
80
SSS
SSS
10-12 22-27
17-34 50 (5)
100
70
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is well rounded with highsphericity grades into more Gravel (some) Clay clast (2cm diam) at 755 bglLight brown fine to medium SAND poorly graded WETSand is well rounded with high sphericityBrown to gray SILT some Clay soft MOIST
SP
SWGW
SP
ML
Driller felt change 78 bgl
107559
107309 107259
107009
85 SSS 1-2 17-42 60
Light brown medium to coarse SAND little to some fineSand trace fine Gravel well graded WET Sand is wellrounded with high sphericity 1 seam of SILT some fineSand at 86 bgl
SW
Driller feels sand 83 bgl ~1 heave
106509
90 SSS 0-5 8-13 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity
SP
~2 heave 106059
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET OF333 OFOF 333 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389COORDINATESCOORDINATES N 2282389 E 194426311E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
95 SSS 7-10 16-20 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well rounded with high sphericity (continued) SP
100 SSS 4-11 20-32 75
Light brown to gray SILT some fine Sand WET
ML
Driller feels change98 bgl
105059
Gray CLAY little Silt hard laminated with occasional Siltlenses MOIST Light brown to grey fine to medium SAND some Silt WETSand is well rounded with high sphericity
CL Varved ~2 heave Driller feels change106-108 and 113
104719
104559
105 SSS 7-11 20-27 90 SM
110 SSS 10-28 30-30 100
Light brown to grey SILT some fine Sand little to someClay soft low plasticity MOIST to WET
ML
104059
(3)
115 SSS 0-0 4-4 50
Light brown medium SAND to medium GRAVEL wellgraded WET Sand is rounded with high sphericityGravel is angular to sub-angular coarsens downward ~4 (~3mm thick) Clay clasts (till balls) SW
Driller notes change at113 bgl ~2 heave
103559
120 SSS 5-14
30-33 10
Light brown fine to coarse SAND trace fine to mediumGravel well graded WET Sand is well rounded with highsphericity SW
103059
(3)
125 SSS 5-9 20-25 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND trace fine Sandtrace fine Gravel well graded WET Sand is well rounded with high sphericity
SP
SW
~2 heave 102559
102309
130
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is sub-rounded to rounded with low to high sphericity Coarse Sand to fine Gravel seam (~1) 131
SP ~4 heave
End of boring - 130bgs
102059
101809
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF111 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116502 N 2290253N 2290253 E 194438696E 194438696COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
111700
4 14 HSA EQUIPMENT CME 1050
111700 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116502 and MOIST Sand is well rounded and spherical during MW-105D
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116077 116027 115952
115752
115252
114752
114252
113752
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113252
112752
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 2 4OF22 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112252
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111752
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111252
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110252
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109577
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109252
Light brown SILT some fine Sand little Clay soft WET 108752
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108452
108252
108077 108052
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107602 107552
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 3 4OF33 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106752
106502
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106252
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105752
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105252
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104752
104452
104252
104002
103752
Light brown SILT some fine Sand soft WET ML
103252
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103002
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102752
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102252
150
155
160
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF444 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253COORDINATESCOORDINATES N 2290253 E 194438696E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
Blow Counts
SAMPLE INFORMATION
Elev
atio
nFe
etRec-Depth feet
165
70
100
100
0-0 13-30
0-0 14-30
0-0 3-12
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand is rounded and spherical Very coarse sand is sub-angular
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
SSS
SSS
SSS
100002
SP
SP
SP
SP
SP
End of boring - 165bgl
Sample Type
Stra
ta
Lab Sample
DESCRIPTION USCS REMARKS overy
~15 heave 101752
~15 heave 101252
100752
100252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF111 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116506 N 2290260N 2290260 E 194438617E 194438617COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Mike BrennanMike BrennanMike Brennan
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
11700
4 14 HSA EQUIPMENT CME 1050
11800 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
Dark brown fine to medium SAND some Silt trace Roots and MOIST Sand is well rounded and spherical
SM
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
116081 116031 115956
115756
115256
114756
114256
Driller feels gravelly 113756 material 28 bgl
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
116506
113256
112756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 2 6OF22 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112256
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111756
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111256
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110256
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109581
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109256
Light brown SILT some fine Sand little Clay soft WET 108756
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108456
108256
108081 108056
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107606 107556
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 3 6OF33 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106756
106506
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106256
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105756
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105256
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104756
104456
104256
104006
103756
Light brown SILT some fine Sand soft WET ML
103256
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103006
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102756
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 4 6OF44 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SP
150 SSS 0-0 13-30 70
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand isrounded and spherical Very coarse sand is sub-angular SP
~15 heave 101756
155 SSS 0-0 14-30 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is roundedand spherical Coarse sand is sub-angular SP
~15 heave 101256
160 SSS 0-0 3-12 100
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand isrounded and spherical Coarse sand is sub-angular SP
100756
165 SSS 5-18 20 (5) 80
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
Light brown SILT some fine Sand soft WET Tracelaminations of gray Silt
SP
ML Driller feels clay167 ~15 heave
100256
99956
170
175
180
SSS
SSS
SSS
1-0 2-5
4-8 10-20
4-22 40 (5)
60
90
50
Gray SILT trace Clay medium stiff non-plastic laminatedLaminations are varve like sequences (dark and lightlaminae) Light brown medium to coarse SAND little coarse Sandand fine Gravel little fine Sand well graded WET Fine tomedium sand is rounded and spherical Gravel issub-rounded Light brown medium to coarse SAND poorly gradedSand is rounded and sphericalLight brown to gray SILT some Clay soft WETinterbedded with gray CLAY some fine Sand trace fineGravel soft low plasticity WET Silt ~4 thick Clay 1-2thick Gravel is sub-rounded Light brown to gray SILT little Clay soft WET At 180two inch seam of gray CLAY some fine Sand trace fineGravel stiff WET Gravel is sub-rounded
ML
SW
SP
ML
ML
Harder drillingpossible diamicton
~15 heave
99756
99506
99256
99076
98756
185 SSS 4-7
20-30 (4)
70
Light brown fine to medium SAND some coarse to verycoarse Sand WET interbedded with light gray SILT andCLAY trace fine Gravel Sand ~4seams Silt and Clay ~2seams Fine to medium sand is rounded and sphericalCoarse to very coarse sand is sub-angular
SPCLML
Easier drilling 183 98256
190 SSS 6-12
24-35 40
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sands are rounded spherical and~50-80 Quartz SP
97756
(5)
195 SSS 8-17 40 (5) 70
Light brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET Medium to coarse sandis rounded spherical and 50-80 Quartz Very coarsesand is sub-angular SP
~3 heave 97256
3-8
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is roundedspherical and 50-80 quartz Coarse sand is sub-angular
SP 96756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF555 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
30
90
50
90
80
40
90
70
25
50
35-30 (3)
11-10 21-30 (3)
3-8 16-30 (3)
7-13 28-30 (4)
2-9 31-30 (3)
1-3 3-7
3-5 4-13
3-2 5-13
7-18 30 (5)
3-5 17-25
2-2 4-7
Light brown fine to medium SAND little coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartz Coarse sand is sub-angular to sub-rounded
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartzCoarse sand is sub-rounded to rounded
Light brown to gray SILT some very fine Sand trace Claysoft non-plastic WET
Light brown to gray SILT some very fine Sand trace Claysoft laminated WET Lamination occurs as ~2 thick seam of light brown to gray SILT (lighter) and Clay (darker) stiff
Light brown to gray SILT little to some Clay and fine Sandsoft WET Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 Quartz Coarse sand is sub-rounded
Light brown to gray SILT some very fine Sand softlaminated WET interbedded with light brown fine tomedium SAND trace coarse Sand poorly graded WETSilt seams ~1 thick sand seams ~4 thick ~1 diameter Clast of gray SILT some Clay 2305 Fine to medium sand is rounded with moderate sphericity Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Occasional Silt laminations Fine to medium sand is rounded and spherical with ~50-80 quartz Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded spherical and ~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET ~1 seam of gray SILT 2458 Fine to medium sand is rounded moderately spherical and~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is well rounded moderately spherical and ~50-80 quartz Coarse sand is sub-rounded Light brown medium to coarse SAND little fine Sand wellgraded trace very coarse Sand WET interbedded withlight brown to gray SILT some very fine Sand soft WET
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
96256
95756
95081
94806
94206
94006
93506
93256
92756
92256
91756
91456
91256
SP
SP
SP
ML
ML
ML
SP
MLSP
SP
SP
SP
SP
SW-ML
SM
~2 heave
~2 heave
Harder drilling 217
Varved
Harder drilling 223
~2 heave
~1 heave
~2 heave
~1 heave
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
205
210
215
220
225
230
235
240
245
250
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET 2 5OF22 OFOF 55 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288 E 194426295COORDINATESCOORDINATES N 2282288 E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
45
SSS
SSS
14-14
8-11 14-13
80
100
Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity(continued) Light brown fine to medium SAND poorly graded WETSand is sub-rounded to rounded with high sphericity
SP
SP
Bailing ~2 heave 110585
50 SSS 30-40 15-16 40
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is sub-rounded to rounded withhigh sphericity SP
110085
55 SSS 4-15 30-34 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Trace fine Gravel 54-545 bgl SP
Bailed ~1 heave 109585
60
65
70
SSS
SSS
SSS
3-9 18-19
12-15 17-23
5-11 16-23
100
100
90
Light brown SILT some fine Sand soft WET
Light brown fine to medium SAND some Silt trace fineGravel to coarse Sand WET Sand is well rounded with high sphericity Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is well rounded with high sphericity
Light brown SILT some fine Sand soft WET
Light brown medium to coarse SAND little fine and verycoarse Sand trace fine Gravel well graded WET 1seam of fine to medium Gravel at 71 bgl
ML
SM
SP
ML
SW
109135
108835
108585
108255
108085
75
80
10-12 22-27
17-34 50 (5)
SSS
SSS
100
70
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is well rounded with highsphericity grades into more Gravel (some) Clay clast (2cm diam) at 755 bglLight brown fine to medium SAND poorly graded WETSand is well rounded with high sphericityBrown to gray SILT some Clay soft MOIST
SP
SWGW
SP
ML
Driller felt change 78 bgl
107585
107335 107285
107035
85 SSS 1-2 17-42 60
Light brown medium to coarse SAND little to some fineSand trace fine Gravel well graded WET Sand is wellrounded with high sphericity 1 seam of SILT some fineSand at 86 bgl
SW
106535Driller feels sand 83 bgl ~1 heave
90 SSS 0-5 8-13 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity
SP
~2 heave 106085
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET 3 5OF33 OFOF 55 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288 E 194426295COORDINATESCOORDINATES N 2282288 E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 7-10 16-20 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity (continued) SP
100 SSS 4-11 20-32 75
Light brown to gray SILT some fine Sand WET
ML
Driller feels change98 bgl
105085
Gray CLAY little Silt hard laminated with occasional Siltlenses MOIST Light brown to grey fine to medium SAND some Silt WETSand is well rounded with high sphericity
CL Varved ~2 heave Driller feels change106-108 and 113
104745
104585
105 SSS 7-11 20-27 90 SM
110 SSS 10-28 30-30 100
Light brown to grey SILT some fine Sand little to someClay soft low plasticity MOIST to WET
ML
104085
(3)
115 SSS 0-0 4-4 50
Light brown medium SAND to medium GRAVEL wellgraded WET Sand is rounded with high sphericityGravel is angular to sub-angular coarsens downward ~4(~3mm thick) Clay clasts (till balls) SW
Driller notes change at113 bgl ~2 heave
103585
120 SSS 5-14
30-33 10
Light brown fine to coarse SAND trace fine to mediumGravel well graded WET Sand is well rounded with highsphericity SW
103085
(3)
125 SSS 5-9 20-25 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND trace fine Sandtrace fine Gravel well graded WET Sand is well roundedwith high sphericity
SP
SW
~2 heave 102585
102335
130 SSS 3-10 27-40 80
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is sub-rounded torounded with low to high sphericity Coarse Sand to fineGravel seam (~1) 131 SP
~4 heave 102085
135 SSS 7-8
18-30 (3)
10
Light brown fine to medium SAND little coarse Sand wellgraded and WET Sand is well rounded and spherical
SW
~2 heave 101585
140 SSS 10-15 30-34 70
Light brown to gray SILT little Clay soft WET ML Stiffer drilling 100935
145 SSS 10-22 50 (3) 50
Light brown medium to coarse SAND some very coarseSand trace fine Gravel well graded WET Sand issub-rounded to rounded with high sphericityLight brown medium to coarse SAND some very coarseSand trace fine Sand well graded WET Sand is sub- towell rounded with high sphericity Clast of gray Clay (~2thick) at 14510 (till ball)
SW
SW
~2 heave
~1 heave
100755
100585
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET 4 5OF44 OFOF 55 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288 E 194426295COORDINATESCOORDINATES N 2282288 E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SW Light brown fine to medium SAND some coarse Sand ~1 heave 100085 well graded WET Sand is rounded with high sphericity~14 lense of Clayey Silt 1491 bgl1-11
150 SSS 531-30 (3)
SW
155 SSS 2-10
25-30 (3)
80
Light brown fine to medium SAND some coarse Sandwell graded WET Sand is rounded with high sphericity~14 lense of Clayey Silt at 155 Light brown coarse to very coarse SAND some mediumSand little fine Sand little to some fine Gravel well gradedWET Sand is well rounded with high sphericity
SW
SW
~12 heave 99585
99335
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded with high sphericity SP
~1 heave 99085
160 SSS 0-3 12-35 70 Light brown medium to coarse SAND little very coarse
Sand well graded WET Sand is well rounded with highsphericityGray SILT trace fine Sand soft WETGray to light brown SILT some Clay soft WET
SW ML
ML
98835 98745
98585
165 SSS 3-7 12-20 60 Interbedded light brown fine to medium SAND trace
coarse Sand moderately graded WET and light brownmedium to coarse SAND some fine Sand trace of fine SPSW
~1 heave 98405
170 SSS 2-6
19-30 20
Gravel moderately to well graded WET Sand is roundedwith high sphericityLight brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded with high sphericity SP
~1 heave 98085
(5)
175 SSS 0-6
36-30 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
~4 heave 97585
(2)
180 SSS 0-4
23-40 10
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
~3 heave 97085
(3)
185 SSS 0-6
26-40 60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
96585
(3)
190 SSS 0-4 21-65 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of coarse to verycoarse Sand 1908 bgl Sand is rounded and highlyspherical
96085
SP
195
3-8
Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is sub-angular to well roundedlow to highly spherical and gt80 quartz Gravel issub-angular Two inch lense of light brown to gray CLAYsome Silt stiff high plasticity 2008 bgl
SW
~1 heave 95335
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET OF555 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288COORDINATESCOORDINATES N 2282288 E 194426295E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- USCSDESCRIPTION
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overyTypefeet Sample Counts
SSS 40-30 70
(3) SW
205 SSS 9-17
24-30 (2)
70
Light brown medium to coarse SAND some very coarseSand to fine Gravel well graded WET Medium to verycoarse sand is sub-angular to rounded low to highlyspherical and gt80 quartz Very coarse sand and finegravel are sub-angular
SW
~2 heave 94585
210 SSS 3-16
28-30 (3)
100
Light brown medium to coarse SAND little fine Gravelwell graded WET Medium to coarse sand is sub-angularto well rounded highly spherical and gt80 quartz Fine gravel is sub-angularLight brown to gray SILT some very fine Sand little Claytrace very coarse Sand stiff low plasticity MOIST TODRY
SW
ML
~1 heave 94085
93835
215 SSS 11-5 5-15 60
Light brown medium to fine SAND trace coarse Sandpoorly graded WET Sand is sub-angular to well roundedhighly spherical and gt80 QuartzLight brown to gray CLAY some Silt little fine Sand tracevery coarse Sand stiff low plasticity MOIST
SP
CL
Driller felt change213 ~5 heave
93535
93335
220 SSS -10 15-15 60
Light brown to gray CLAY some fine Sand trace fineGravel soft moderate plasticity WET interbedded withlight brown to gray CLAY some fine Sand trace fineGravel stiff high plasticity MOIST TO DRY Fine gravel issub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff low plasticity MOIST Fine gravel issub-rounded
CLCH
CL
~1 heave in 219-221 spoon
Drilling harder 221
93085
92735
225 SSS -10
17-40 100
230
235
240
SSS
SSS
SSS
(3)
-5 48-30 (3)
-7 27-40 (3)
10-10 15-50
60
60
80
Light brown to gray SILT some Clay stiff low plasticitylaminated MOIST Laminations are Silt lenses some Claynon-plastic (Clayey Silt)Light brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST interbeddedwith light brown to gray SILT some Clay stiff laminatedMOIST Laminations are Clayey Silt Fine gravel issub-rounded Two inch seam of light brown medium tocoarse SAND WET Medium to coarse sand is well rounded highly spherical and gt80 quartzLight brown medium to coarse SAND trace fine Gravelstiff poorly graded MOIST Fine gravel is sub-roundedLight brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST Fine gravelis sub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST Fine gravelis sub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff moderate to high plasticity WET Fine gravelis sub-rounded
ML
CLML
SP
CL
CL
CL
Rig beginning tooverheat (very stiff)
Feel sand 228
~1 heave
Driller feels ~1 sand seam
~1 heave
Driller feels sand 241 ~1 heave
92255
92035
91585
91335
91085
90785 90735
245 SSS 11-24 50 50
Light brown fine to medium SAND trace coarse Sanddense moderately graded interbedded WET with lightbrown to grey CLAY some fine Sand trace fine Gravelsoft moderate plasticity WET Sand is rounded to sub-angular low to high sphericity gt80 quartz
SC
250 SSS 12-18 27-30 (3)
Light brown medium to coarse SAND some very coarseSand to fine Gravel trace Clay well graded WET Sand is sub- to well rounded low to highly spherical and gt80 quartz Clay occurs as lenses (~1 thick) of light brown togray CLAY soft moderate plasticity WET
SW
End of boring - 251bgs
90085
89735
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO SHEETMW-104IMW-104IMW-104I SHEETSHEET OFOF111 OF 333 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION USGSDATUM114809
N 2282389N 2282389 E 194426311E 194426311COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Larry JordanLarry JordanLarry Jordan
DRILLING STARTED
DRILLING METHOD
111600
4 14 HSA EQUIPMENT CME 1050
111600 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- USCSDESCRIPTION
Elev
atio
nFe
et
Stra
ta
REMARKSDepth Lab Sample Blow overy
Typefeet Sample Counts
Black SILT some fine Sand trace Clay little Root debrisMOIST (TOPSOIL)Brown to reddish brown SILT some fine Sand little to some Clay laminated mottled MOISTLight brown medium SAND some Clay MOIST
Dark brown SILT some fine Sand MOIST
Light brown to tan medium to coarse SAND little to somefine Sand well graded MOIST Sand is rounded with highsphericity Seam of coarse SAND little Gravel 105 Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is rounded with high sphericityBrownish red very fine SAND little Silt poorly gradedWET Light brown to brown CLAY some Silt trace fine Gravel tocoarse Sand MOIST
Three pieces medium GRAVEL some medium to coarseSand well graded MOIST
Interbedded light brown to tan medium to coarse SANDtrace fine Gravel and very fine Sand well graded MOISTSand is rounded with high sphericity 3 seam of fine to coarse Gravel at 24 bgs
Light brown to brown coarse to very coarse SAND somefine to coarse Gravel well graded MOIST Sand is well rounded Gravel is angular
Brown fine to medium SAND some Silt trace Clay traceto some fine Gravel well graded MOIST Tan fine SAND some medium Sand poorly graded littleto some (1-2 cm thick) laminations DRY to MOIST
Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity
MLOL
ML
SC
ML
SW
SP SP
CL
GWSW
GWSW
SW
SW
SP
SP
2-3 4-4 50
2-2 4-5 80
2-2 4-5 100
7-14 17-22 10
54-50 (5) 5
6-15 50 (5) 20
18-50 25 (5)
5-12 18-32 100
8-11
No samples takenduring MW-104Idrilling Lithology andsample informationbased on MW-104D boring log
Driller felt change 12 bgl
Rock in spoonimpeded sampleDriller indicates fine Gravel to coarse Sand
Observe fine to coarse gravel in cuttings
Wet at 39 bgl
114809 114759
114509
114309
114059
113809 113759 113609
113159
112559
112059
111559
111369
111059
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET 2 3OF22 OFOF 33 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389 E 194426311COORDINATESCOORDINATES N 2282389 E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 14-14 80 Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity(continued)
SP
Light brown fine to medium SAND poorly graded WETSand is sub-rounded to rounded with high sphericity
Bailing ~2 heave 110559
45 SSS 8-11 14-13 100 SP
50 SSS 30-40 15-16 40
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is sub-rounded to rounded withhigh sphericity SP
110059
55 SSS 4-15 30-34 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Trace fine Gravel 54-545 bgl SP
Bailed ~1 heave 109559
Light brown SILT some fine Sand soft WET 109109 ML
60 SSS 3-9 18-19 100 Light brown fine to medium SAND some Silt trace fine
Gravel to coarse Sand WET Sand is well rounded with SM 108809
high sphericity
65 SSS 12-15 17-23 100
Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is well rounded with high sphericity SP
108559
Light brown SILT some fine Sand soft WET ML 108229
70 SSS 5-11 16-23 90
Light brown medium to coarse SAND little fine and verycoarse Sand trace fine Gravel well graded WET 1seam of fine to medium Gravel at 71 bgl SW
108059
75
80
SSS
SSS
10-12 22-27
17-34 50 (5)
100
70
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is well rounded with highsphericity grades into more Gravel (some) Clay clast (2cm diam) at 755 bglLight brown fine to medium SAND poorly graded WETSand is well rounded with high sphericityBrown to gray SILT some Clay soft MOIST
SP
SWGW
SP
ML
Driller felt change 78 bgl
107559
107309 107259
107009
85 SSS 1-2 17-42 60
Light brown medium to coarse SAND little to some fineSand trace fine Gravel well graded WET Sand is wellrounded with high sphericity 1 seam of SILT some fineSand at 86 bgl
SW
Driller feels sand 83 bgl ~1 heave
106509
90 SSS 0-5 8-13 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity
SP
~2 heave 106059
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET OF333 OFOF 333 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389COORDINATESCOORDINATES N 2282389 E 194426311E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
95 SSS 7-10 16-20 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well rounded with high sphericity (continued) SP
100 SSS 4-11 20-32 75
Light brown to gray SILT some fine Sand WET
ML
Driller feels change98 bgl
105059
Gray CLAY little Silt hard laminated with occasional Siltlenses MOIST Light brown to grey fine to medium SAND some Silt WETSand is well rounded with high sphericity
CL Varved ~2 heave Driller feels change106-108 and 113
104719
104559
105 SSS 7-11 20-27 90 SM
110 SSS 10-28 30-30 100
Light brown to grey SILT some fine Sand little to someClay soft low plasticity MOIST to WET
ML
104059
(3)
115 SSS 0-0 4-4 50
Light brown medium SAND to medium GRAVEL wellgraded WET Sand is rounded with high sphericityGravel is angular to sub-angular coarsens downward ~4 (~3mm thick) Clay clasts (till balls) SW
Driller notes change at113 bgl ~2 heave
103559
120 SSS 5-14
30-33 10
Light brown fine to coarse SAND trace fine to mediumGravel well graded WET Sand is well rounded with highsphericity SW
103059
(3)
125 SSS 5-9 20-25 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND trace fine Sandtrace fine Gravel well graded WET Sand is well rounded with high sphericity
SP
SW
~2 heave 102559
102309
130
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is sub-rounded to rounded with low to high sphericity Coarse Sand to fine Gravel seam (~1) 131
SP ~4 heave
End of boring - 130bgs
102059
101809
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF111 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116502 N 2290253N 2290253 E 194438696E 194438696COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
111700
4 14 HSA EQUIPMENT CME 1050
111700 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116502 and MOIST Sand is well rounded and spherical during MW-105D
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116077 116027 115952
115752
115252
114752
114252
113752
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113252
112752
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 2 4OF22 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112252
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111752
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111252
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110252
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109577
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109252
Light brown SILT some fine Sand little Clay soft WET 108752
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108452
108252
108077 108052
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107602 107552
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 3 4OF33 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106752
106502
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106252
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105752
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105252
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104752
104452
104252
104002
103752
Light brown SILT some fine Sand soft WET ML
103252
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103002
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102752
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102252
150
155
160
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF444 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253COORDINATESCOORDINATES N 2290253 E 194438696E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
Blow Counts
SAMPLE INFORMATION
Elev
atio
nFe
etRec-Depth feet
165
70
100
100
0-0 13-30
0-0 14-30
0-0 3-12
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand is rounded and spherical Very coarse sand is sub-angular
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
SSS
SSS
SSS
100002
SP
SP
SP
SP
SP
End of boring - 165bgl
Sample Type
Stra
ta
Lab Sample
DESCRIPTION USCS REMARKS overy
~15 heave 101752
~15 heave 101252
100752
100252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF111 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116506 N 2290260N 2290260 E 194438617E 194438617COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Mike BrennanMike BrennanMike Brennan
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
11700
4 14 HSA EQUIPMENT CME 1050
11800 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
Dark brown fine to medium SAND some Silt trace Roots and MOIST Sand is well rounded and spherical
SM
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
116081 116031 115956
115756
115256
114756
114256
Driller feels gravelly 113756 material 28 bgl
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
116506
113256
112756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 2 6OF22 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112256
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111756
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111256
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110256
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109581
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109256
Light brown SILT some fine Sand little Clay soft WET 108756
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108456
108256
108081 108056
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107606 107556
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 3 6OF33 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106756
106506
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106256
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105756
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105256
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104756
104456
104256
104006
103756
Light brown SILT some fine Sand soft WET ML
103256
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103006
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102756
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 4 6OF44 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SP
150 SSS 0-0 13-30 70
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand isrounded and spherical Very coarse sand is sub-angular SP
~15 heave 101756
155 SSS 0-0 14-30 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is roundedand spherical Coarse sand is sub-angular SP
~15 heave 101256
160 SSS 0-0 3-12 100
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand isrounded and spherical Coarse sand is sub-angular SP
100756
165 SSS 5-18 20 (5) 80
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
Light brown SILT some fine Sand soft WET Tracelaminations of gray Silt
SP
ML Driller feels clay167 ~15 heave
100256
99956
170
175
180
SSS
SSS
SSS
1-0 2-5
4-8 10-20
4-22 40 (5)
60
90
50
Gray SILT trace Clay medium stiff non-plastic laminatedLaminations are varve like sequences (dark and lightlaminae) Light brown medium to coarse SAND little coarse Sandand fine Gravel little fine Sand well graded WET Fine tomedium sand is rounded and spherical Gravel issub-rounded Light brown medium to coarse SAND poorly gradedSand is rounded and sphericalLight brown to gray SILT some Clay soft WETinterbedded with gray CLAY some fine Sand trace fineGravel soft low plasticity WET Silt ~4 thick Clay 1-2thick Gravel is sub-rounded Light brown to gray SILT little Clay soft WET At 180two inch seam of gray CLAY some fine Sand trace fineGravel stiff WET Gravel is sub-rounded
ML
SW
SP
ML
ML
Harder drillingpossible diamicton
~15 heave
99756
99506
99256
99076
98756
185 SSS 4-7
20-30 (4)
70
Light brown fine to medium SAND some coarse to verycoarse Sand WET interbedded with light gray SILT andCLAY trace fine Gravel Sand ~4seams Silt and Clay ~2seams Fine to medium sand is rounded and sphericalCoarse to very coarse sand is sub-angular
SPCLML
Easier drilling 183 98256
190 SSS 6-12
24-35 40
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sands are rounded spherical and~50-80 Quartz SP
97756
(5)
195 SSS 8-17 40 (5) 70
Light brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET Medium to coarse sandis rounded spherical and 50-80 Quartz Very coarsesand is sub-angular SP
~3 heave 97256
3-8
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is roundedspherical and 50-80 quartz Coarse sand is sub-angular
SP 96756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF555 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
30
90
50
90
80
40
90
70
25
50
35-30 (3)
11-10 21-30 (3)
3-8 16-30 (3)
7-13 28-30 (4)
2-9 31-30 (3)
1-3 3-7
3-5 4-13
3-2 5-13
7-18 30 (5)
3-5 17-25
2-2 4-7
Light brown fine to medium SAND little coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartz Coarse sand is sub-angular to sub-rounded
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartzCoarse sand is sub-rounded to rounded
Light brown to gray SILT some very fine Sand trace Claysoft non-plastic WET
Light brown to gray SILT some very fine Sand trace Claysoft laminated WET Lamination occurs as ~2 thick seam of light brown to gray SILT (lighter) and Clay (darker) stiff
Light brown to gray SILT little to some Clay and fine Sandsoft WET Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 Quartz Coarse sand is sub-rounded
Light brown to gray SILT some very fine Sand softlaminated WET interbedded with light brown fine tomedium SAND trace coarse Sand poorly graded WETSilt seams ~1 thick sand seams ~4 thick ~1 diameter Clast of gray SILT some Clay 2305 Fine to medium sand is rounded with moderate sphericity Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Occasional Silt laminations Fine to medium sand is rounded and spherical with ~50-80 quartz Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded spherical and ~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET ~1 seam of gray SILT 2458 Fine to medium sand is rounded moderately spherical and~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is well rounded moderately spherical and ~50-80 quartz Coarse sand is sub-rounded Light brown medium to coarse SAND little fine Sand wellgraded trace very coarse Sand WET interbedded withlight brown to gray SILT some very fine Sand soft WET
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
96256
95756
95081
94806
94206
94006
93506
93256
92756
92256
91756
91456
91256
SP
SP
SP
ML
ML
ML
SP
MLSP
SP
SP
SP
SP
SW-ML
SM
~2 heave
~2 heave
Harder drilling 217
Varved
Harder drilling 223
~2 heave
~1 heave
~2 heave
~1 heave
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
205
210
215
220
225
230
235
240
245
250
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET 3 5OF33 OFOF 55 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288 E 194426295COORDINATESCOORDINATES N 2282288 E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 7-10 16-20 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity (continued) SP
100 SSS 4-11 20-32 75
Light brown to gray SILT some fine Sand WET
ML
Driller feels change98 bgl
105085
Gray CLAY little Silt hard laminated with occasional Siltlenses MOIST Light brown to grey fine to medium SAND some Silt WETSand is well rounded with high sphericity
CL Varved ~2 heave Driller feels change106-108 and 113
104745
104585
105 SSS 7-11 20-27 90 SM
110 SSS 10-28 30-30 100
Light brown to grey SILT some fine Sand little to someClay soft low plasticity MOIST to WET
ML
104085
(3)
115 SSS 0-0 4-4 50
Light brown medium SAND to medium GRAVEL wellgraded WET Sand is rounded with high sphericityGravel is angular to sub-angular coarsens downward ~4(~3mm thick) Clay clasts (till balls) SW
Driller notes change at113 bgl ~2 heave
103585
120 SSS 5-14
30-33 10
Light brown fine to coarse SAND trace fine to mediumGravel well graded WET Sand is well rounded with highsphericity SW
103085
(3)
125 SSS 5-9 20-25 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND trace fine Sandtrace fine Gravel well graded WET Sand is well roundedwith high sphericity
SP
SW
~2 heave 102585
102335
130 SSS 3-10 27-40 80
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is sub-rounded torounded with low to high sphericity Coarse Sand to fineGravel seam (~1) 131 SP
~4 heave 102085
135 SSS 7-8
18-30 (3)
10
Light brown fine to medium SAND little coarse Sand wellgraded and WET Sand is well rounded and spherical
SW
~2 heave 101585
140 SSS 10-15 30-34 70
Light brown to gray SILT little Clay soft WET ML Stiffer drilling 100935
145 SSS 10-22 50 (3) 50
Light brown medium to coarse SAND some very coarseSand trace fine Gravel well graded WET Sand issub-rounded to rounded with high sphericityLight brown medium to coarse SAND some very coarseSand trace fine Sand well graded WET Sand is sub- towell rounded with high sphericity Clast of gray Clay (~2thick) at 14510 (till ball)
SW
SW
~2 heave
~1 heave
100755
100585
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET 4 5OF44 OFOF 55 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288 E 194426295COORDINATESCOORDINATES N 2282288 E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SW Light brown fine to medium SAND some coarse Sand ~1 heave 100085 well graded WET Sand is rounded with high sphericity~14 lense of Clayey Silt 1491 bgl1-11
150 SSS 531-30 (3)
SW
155 SSS 2-10
25-30 (3)
80
Light brown fine to medium SAND some coarse Sandwell graded WET Sand is rounded with high sphericity~14 lense of Clayey Silt at 155 Light brown coarse to very coarse SAND some mediumSand little fine Sand little to some fine Gravel well gradedWET Sand is well rounded with high sphericity
SW
SW
~12 heave 99585
99335
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded with high sphericity SP
~1 heave 99085
160 SSS 0-3 12-35 70 Light brown medium to coarse SAND little very coarse
Sand well graded WET Sand is well rounded with highsphericityGray SILT trace fine Sand soft WETGray to light brown SILT some Clay soft WET
SW ML
ML
98835 98745
98585
165 SSS 3-7 12-20 60 Interbedded light brown fine to medium SAND trace
coarse Sand moderately graded WET and light brownmedium to coarse SAND some fine Sand trace of fine SPSW
~1 heave 98405
170 SSS 2-6
19-30 20
Gravel moderately to well graded WET Sand is roundedwith high sphericityLight brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded with high sphericity SP
~1 heave 98085
(5)
175 SSS 0-6
36-30 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
~4 heave 97585
(2)
180 SSS 0-4
23-40 10
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
~3 heave 97085
(3)
185 SSS 0-6
26-40 60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
96585
(3)
190 SSS 0-4 21-65 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of coarse to verycoarse Sand 1908 bgl Sand is rounded and highlyspherical
96085
SP
195
3-8
Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is sub-angular to well roundedlow to highly spherical and gt80 quartz Gravel issub-angular Two inch lense of light brown to gray CLAYsome Silt stiff high plasticity 2008 bgl
SW
~1 heave 95335
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET OF555 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288COORDINATESCOORDINATES N 2282288 E 194426295E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- USCSDESCRIPTION
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overyTypefeet Sample Counts
SSS 40-30 70
(3) SW
205 SSS 9-17
24-30 (2)
70
Light brown medium to coarse SAND some very coarseSand to fine Gravel well graded WET Medium to verycoarse sand is sub-angular to rounded low to highlyspherical and gt80 quartz Very coarse sand and finegravel are sub-angular
SW
~2 heave 94585
210 SSS 3-16
28-30 (3)
100
Light brown medium to coarse SAND little fine Gravelwell graded WET Medium to coarse sand is sub-angularto well rounded highly spherical and gt80 quartz Fine gravel is sub-angularLight brown to gray SILT some very fine Sand little Claytrace very coarse Sand stiff low plasticity MOIST TODRY
SW
ML
~1 heave 94085
93835
215 SSS 11-5 5-15 60
Light brown medium to fine SAND trace coarse Sandpoorly graded WET Sand is sub-angular to well roundedhighly spherical and gt80 QuartzLight brown to gray CLAY some Silt little fine Sand tracevery coarse Sand stiff low plasticity MOIST
SP
CL
Driller felt change213 ~5 heave
93535
93335
220 SSS -10 15-15 60
Light brown to gray CLAY some fine Sand trace fineGravel soft moderate plasticity WET interbedded withlight brown to gray CLAY some fine Sand trace fineGravel stiff high plasticity MOIST TO DRY Fine gravel issub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff low plasticity MOIST Fine gravel issub-rounded
CLCH
CL
~1 heave in 219-221 spoon
Drilling harder 221
93085
92735
225 SSS -10
17-40 100
230
235
240
SSS
SSS
SSS
(3)
-5 48-30 (3)
-7 27-40 (3)
10-10 15-50
60
60
80
Light brown to gray SILT some Clay stiff low plasticitylaminated MOIST Laminations are Silt lenses some Claynon-plastic (Clayey Silt)Light brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST interbeddedwith light brown to gray SILT some Clay stiff laminatedMOIST Laminations are Clayey Silt Fine gravel issub-rounded Two inch seam of light brown medium tocoarse SAND WET Medium to coarse sand is well rounded highly spherical and gt80 quartzLight brown medium to coarse SAND trace fine Gravelstiff poorly graded MOIST Fine gravel is sub-roundedLight brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST Fine gravelis sub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST Fine gravelis sub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff moderate to high plasticity WET Fine gravelis sub-rounded
ML
CLML
SP
CL
CL
CL
Rig beginning tooverheat (very stiff)
Feel sand 228
~1 heave
Driller feels ~1 sand seam
~1 heave
Driller feels sand 241 ~1 heave
92255
92035
91585
91335
91085
90785 90735
245 SSS 11-24 50 50
Light brown fine to medium SAND trace coarse Sanddense moderately graded interbedded WET with lightbrown to grey CLAY some fine Sand trace fine Gravelsoft moderate plasticity WET Sand is rounded to sub-angular low to high sphericity gt80 quartz
SC
250 SSS 12-18 27-30 (3)
Light brown medium to coarse SAND some very coarseSand to fine Gravel trace Clay well graded WET Sand is sub- to well rounded low to highly spherical and gt80 quartz Clay occurs as lenses (~1 thick) of light brown togray CLAY soft moderate plasticity WET
SW
End of boring - 251bgs
90085
89735
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO SHEETMW-104IMW-104IMW-104I SHEETSHEET OFOF111 OF 333 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION USGSDATUM114809
N 2282389N 2282389 E 194426311E 194426311COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Larry JordanLarry JordanLarry Jordan
DRILLING STARTED
DRILLING METHOD
111600
4 14 HSA EQUIPMENT CME 1050
111600 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- USCSDESCRIPTION
Elev
atio
nFe
et
Stra
ta
REMARKSDepth Lab Sample Blow overy
Typefeet Sample Counts
Black SILT some fine Sand trace Clay little Root debrisMOIST (TOPSOIL)Brown to reddish brown SILT some fine Sand little to some Clay laminated mottled MOISTLight brown medium SAND some Clay MOIST
Dark brown SILT some fine Sand MOIST
Light brown to tan medium to coarse SAND little to somefine Sand well graded MOIST Sand is rounded with highsphericity Seam of coarse SAND little Gravel 105 Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is rounded with high sphericityBrownish red very fine SAND little Silt poorly gradedWET Light brown to brown CLAY some Silt trace fine Gravel tocoarse Sand MOIST
Three pieces medium GRAVEL some medium to coarseSand well graded MOIST
Interbedded light brown to tan medium to coarse SANDtrace fine Gravel and very fine Sand well graded MOISTSand is rounded with high sphericity 3 seam of fine to coarse Gravel at 24 bgs
Light brown to brown coarse to very coarse SAND somefine to coarse Gravel well graded MOIST Sand is well rounded Gravel is angular
Brown fine to medium SAND some Silt trace Clay traceto some fine Gravel well graded MOIST Tan fine SAND some medium Sand poorly graded littleto some (1-2 cm thick) laminations DRY to MOIST
Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity
MLOL
ML
SC
ML
SW
SP SP
CL
GWSW
GWSW
SW
SW
SP
SP
2-3 4-4 50
2-2 4-5 80
2-2 4-5 100
7-14 17-22 10
54-50 (5) 5
6-15 50 (5) 20
18-50 25 (5)
5-12 18-32 100
8-11
No samples takenduring MW-104Idrilling Lithology andsample informationbased on MW-104D boring log
Driller felt change 12 bgl
Rock in spoonimpeded sampleDriller indicates fine Gravel to coarse Sand
Observe fine to coarse gravel in cuttings
Wet at 39 bgl
114809 114759
114509
114309
114059
113809 113759 113609
113159
112559
112059
111559
111369
111059
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET 2 3OF22 OFOF 33 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389 E 194426311COORDINATESCOORDINATES N 2282389 E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 14-14 80 Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity(continued)
SP
Light brown fine to medium SAND poorly graded WETSand is sub-rounded to rounded with high sphericity
Bailing ~2 heave 110559
45 SSS 8-11 14-13 100 SP
50 SSS 30-40 15-16 40
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is sub-rounded to rounded withhigh sphericity SP
110059
55 SSS 4-15 30-34 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Trace fine Gravel 54-545 bgl SP
Bailed ~1 heave 109559
Light brown SILT some fine Sand soft WET 109109 ML
60 SSS 3-9 18-19 100 Light brown fine to medium SAND some Silt trace fine
Gravel to coarse Sand WET Sand is well rounded with SM 108809
high sphericity
65 SSS 12-15 17-23 100
Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is well rounded with high sphericity SP
108559
Light brown SILT some fine Sand soft WET ML 108229
70 SSS 5-11 16-23 90
Light brown medium to coarse SAND little fine and verycoarse Sand trace fine Gravel well graded WET 1seam of fine to medium Gravel at 71 bgl SW
108059
75
80
SSS
SSS
10-12 22-27
17-34 50 (5)
100
70
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is well rounded with highsphericity grades into more Gravel (some) Clay clast (2cm diam) at 755 bglLight brown fine to medium SAND poorly graded WETSand is well rounded with high sphericityBrown to gray SILT some Clay soft MOIST
SP
SWGW
SP
ML
Driller felt change 78 bgl
107559
107309 107259
107009
85 SSS 1-2 17-42 60
Light brown medium to coarse SAND little to some fineSand trace fine Gravel well graded WET Sand is wellrounded with high sphericity 1 seam of SILT some fineSand at 86 bgl
SW
Driller feels sand 83 bgl ~1 heave
106509
90 SSS 0-5 8-13 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity
SP
~2 heave 106059
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET OF333 OFOF 333 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389COORDINATESCOORDINATES N 2282389 E 194426311E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
95 SSS 7-10 16-20 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well rounded with high sphericity (continued) SP
100 SSS 4-11 20-32 75
Light brown to gray SILT some fine Sand WET
ML
Driller feels change98 bgl
105059
Gray CLAY little Silt hard laminated with occasional Siltlenses MOIST Light brown to grey fine to medium SAND some Silt WETSand is well rounded with high sphericity
CL Varved ~2 heave Driller feels change106-108 and 113
104719
104559
105 SSS 7-11 20-27 90 SM
110 SSS 10-28 30-30 100
Light brown to grey SILT some fine Sand little to someClay soft low plasticity MOIST to WET
ML
104059
(3)
115 SSS 0-0 4-4 50
Light brown medium SAND to medium GRAVEL wellgraded WET Sand is rounded with high sphericityGravel is angular to sub-angular coarsens downward ~4 (~3mm thick) Clay clasts (till balls) SW
Driller notes change at113 bgl ~2 heave
103559
120 SSS 5-14
30-33 10
Light brown fine to coarse SAND trace fine to mediumGravel well graded WET Sand is well rounded with highsphericity SW
103059
(3)
125 SSS 5-9 20-25 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND trace fine Sandtrace fine Gravel well graded WET Sand is well rounded with high sphericity
SP
SW
~2 heave 102559
102309
130
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is sub-rounded to rounded with low to high sphericity Coarse Sand to fine Gravel seam (~1) 131
SP ~4 heave
End of boring - 130bgs
102059
101809
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF111 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116502 N 2290253N 2290253 E 194438696E 194438696COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
111700
4 14 HSA EQUIPMENT CME 1050
111700 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116502 and MOIST Sand is well rounded and spherical during MW-105D
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116077 116027 115952
115752
115252
114752
114252
113752
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113252
112752
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 2 4OF22 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112252
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111752
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111252
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110252
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109577
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109252
Light brown SILT some fine Sand little Clay soft WET 108752
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108452
108252
108077 108052
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107602 107552
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 3 4OF33 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106752
106502
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106252
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105752
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105252
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104752
104452
104252
104002
103752
Light brown SILT some fine Sand soft WET ML
103252
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103002
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102752
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102252
150
155
160
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF444 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253COORDINATESCOORDINATES N 2290253 E 194438696E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
Blow Counts
SAMPLE INFORMATION
Elev
atio
nFe
etRec-Depth feet
165
70
100
100
0-0 13-30
0-0 14-30
0-0 3-12
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand is rounded and spherical Very coarse sand is sub-angular
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
SSS
SSS
SSS
100002
SP
SP
SP
SP
SP
End of boring - 165bgl
Sample Type
Stra
ta
Lab Sample
DESCRIPTION USCS REMARKS overy
~15 heave 101752
~15 heave 101252
100752
100252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF111 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116506 N 2290260N 2290260 E 194438617E 194438617COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Mike BrennanMike BrennanMike Brennan
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
11700
4 14 HSA EQUIPMENT CME 1050
11800 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
Dark brown fine to medium SAND some Silt trace Roots and MOIST Sand is well rounded and spherical
SM
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
116081 116031 115956
115756
115256
114756
114256
Driller feels gravelly 113756 material 28 bgl
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
116506
113256
112756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 2 6OF22 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112256
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111756
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111256
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110256
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109581
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109256
Light brown SILT some fine Sand little Clay soft WET 108756
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108456
108256
108081 108056
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107606 107556
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 3 6OF33 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106756
106506
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106256
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105756
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105256
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104756
104456
104256
104006
103756
Light brown SILT some fine Sand soft WET ML
103256
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103006
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102756
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 4 6OF44 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SP
150 SSS 0-0 13-30 70
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand isrounded and spherical Very coarse sand is sub-angular SP
~15 heave 101756
155 SSS 0-0 14-30 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is roundedand spherical Coarse sand is sub-angular SP
~15 heave 101256
160 SSS 0-0 3-12 100
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand isrounded and spherical Coarse sand is sub-angular SP
100756
165 SSS 5-18 20 (5) 80
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
Light brown SILT some fine Sand soft WET Tracelaminations of gray Silt
SP
ML Driller feels clay167 ~15 heave
100256
99956
170
175
180
SSS
SSS
SSS
1-0 2-5
4-8 10-20
4-22 40 (5)
60
90
50
Gray SILT trace Clay medium stiff non-plastic laminatedLaminations are varve like sequences (dark and lightlaminae) Light brown medium to coarse SAND little coarse Sandand fine Gravel little fine Sand well graded WET Fine tomedium sand is rounded and spherical Gravel issub-rounded Light brown medium to coarse SAND poorly gradedSand is rounded and sphericalLight brown to gray SILT some Clay soft WETinterbedded with gray CLAY some fine Sand trace fineGravel soft low plasticity WET Silt ~4 thick Clay 1-2thick Gravel is sub-rounded Light brown to gray SILT little Clay soft WET At 180two inch seam of gray CLAY some fine Sand trace fineGravel stiff WET Gravel is sub-rounded
ML
SW
SP
ML
ML
Harder drillingpossible diamicton
~15 heave
99756
99506
99256
99076
98756
185 SSS 4-7
20-30 (4)
70
Light brown fine to medium SAND some coarse to verycoarse Sand WET interbedded with light gray SILT andCLAY trace fine Gravel Sand ~4seams Silt and Clay ~2seams Fine to medium sand is rounded and sphericalCoarse to very coarse sand is sub-angular
SPCLML
Easier drilling 183 98256
190 SSS 6-12
24-35 40
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sands are rounded spherical and~50-80 Quartz SP
97756
(5)
195 SSS 8-17 40 (5) 70
Light brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET Medium to coarse sandis rounded spherical and 50-80 Quartz Very coarsesand is sub-angular SP
~3 heave 97256
3-8
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is roundedspherical and 50-80 quartz Coarse sand is sub-angular
SP 96756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF555 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
30
90
50
90
80
40
90
70
25
50
35-30 (3)
11-10 21-30 (3)
3-8 16-30 (3)
7-13 28-30 (4)
2-9 31-30 (3)
1-3 3-7
3-5 4-13
3-2 5-13
7-18 30 (5)
3-5 17-25
2-2 4-7
Light brown fine to medium SAND little coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartz Coarse sand is sub-angular to sub-rounded
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartzCoarse sand is sub-rounded to rounded
Light brown to gray SILT some very fine Sand trace Claysoft non-plastic WET
Light brown to gray SILT some very fine Sand trace Claysoft laminated WET Lamination occurs as ~2 thick seam of light brown to gray SILT (lighter) and Clay (darker) stiff
Light brown to gray SILT little to some Clay and fine Sandsoft WET Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 Quartz Coarse sand is sub-rounded
Light brown to gray SILT some very fine Sand softlaminated WET interbedded with light brown fine tomedium SAND trace coarse Sand poorly graded WETSilt seams ~1 thick sand seams ~4 thick ~1 diameter Clast of gray SILT some Clay 2305 Fine to medium sand is rounded with moderate sphericity Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Occasional Silt laminations Fine to medium sand is rounded and spherical with ~50-80 quartz Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded spherical and ~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET ~1 seam of gray SILT 2458 Fine to medium sand is rounded moderately spherical and~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is well rounded moderately spherical and ~50-80 quartz Coarse sand is sub-rounded Light brown medium to coarse SAND little fine Sand wellgraded trace very coarse Sand WET interbedded withlight brown to gray SILT some very fine Sand soft WET
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
96256
95756
95081
94806
94206
94006
93506
93256
92756
92256
91756
91456
91256
SP
SP
SP
ML
ML
ML
SP
MLSP
SP
SP
SP
SP
SW-ML
SM
~2 heave
~2 heave
Harder drilling 217
Varved
Harder drilling 223
~2 heave
~1 heave
~2 heave
~1 heave
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
205
210
215
220
225
230
235
240
245
250
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET 4 5OF44 OFOF 55 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288 E 194426295COORDINATESCOORDINATES N 2282288 E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SW Light brown fine to medium SAND some coarse Sand ~1 heave 100085 well graded WET Sand is rounded with high sphericity~14 lense of Clayey Silt 1491 bgl1-11
150 SSS 531-30 (3)
SW
155 SSS 2-10
25-30 (3)
80
Light brown fine to medium SAND some coarse Sandwell graded WET Sand is rounded with high sphericity~14 lense of Clayey Silt at 155 Light brown coarse to very coarse SAND some mediumSand little fine Sand little to some fine Gravel well gradedWET Sand is well rounded with high sphericity
SW
SW
~12 heave 99585
99335
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded with high sphericity SP
~1 heave 99085
160 SSS 0-3 12-35 70 Light brown medium to coarse SAND little very coarse
Sand well graded WET Sand is well rounded with highsphericityGray SILT trace fine Sand soft WETGray to light brown SILT some Clay soft WET
SW ML
ML
98835 98745
98585
165 SSS 3-7 12-20 60 Interbedded light brown fine to medium SAND trace
coarse Sand moderately graded WET and light brownmedium to coarse SAND some fine Sand trace of fine SPSW
~1 heave 98405
170 SSS 2-6
19-30 20
Gravel moderately to well graded WET Sand is roundedwith high sphericityLight brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded with high sphericity SP
~1 heave 98085
(5)
175 SSS 0-6
36-30 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
~4 heave 97585
(2)
180 SSS 0-4
23-40 10
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
~3 heave 97085
(3)
185 SSS 0-6
26-40 60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is rounded and highlyspherical SP
96585
(3)
190 SSS 0-4 21-65 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of coarse to verycoarse Sand 1908 bgl Sand is rounded and highlyspherical
96085
SP
195
3-8
Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is sub-angular to well roundedlow to highly spherical and gt80 quartz Gravel issub-angular Two inch lense of light brown to gray CLAYsome Silt stiff high plasticity 2008 bgl
SW
~1 heave 95335
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET OF555 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288COORDINATESCOORDINATES N 2282288 E 194426295E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- USCSDESCRIPTION
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overyTypefeet Sample Counts
SSS 40-30 70
(3) SW
205 SSS 9-17
24-30 (2)
70
Light brown medium to coarse SAND some very coarseSand to fine Gravel well graded WET Medium to verycoarse sand is sub-angular to rounded low to highlyspherical and gt80 quartz Very coarse sand and finegravel are sub-angular
SW
~2 heave 94585
210 SSS 3-16
28-30 (3)
100
Light brown medium to coarse SAND little fine Gravelwell graded WET Medium to coarse sand is sub-angularto well rounded highly spherical and gt80 quartz Fine gravel is sub-angularLight brown to gray SILT some very fine Sand little Claytrace very coarse Sand stiff low plasticity MOIST TODRY
SW
ML
~1 heave 94085
93835
215 SSS 11-5 5-15 60
Light brown medium to fine SAND trace coarse Sandpoorly graded WET Sand is sub-angular to well roundedhighly spherical and gt80 QuartzLight brown to gray CLAY some Silt little fine Sand tracevery coarse Sand stiff low plasticity MOIST
SP
CL
Driller felt change213 ~5 heave
93535
93335
220 SSS -10 15-15 60
Light brown to gray CLAY some fine Sand trace fineGravel soft moderate plasticity WET interbedded withlight brown to gray CLAY some fine Sand trace fineGravel stiff high plasticity MOIST TO DRY Fine gravel issub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff low plasticity MOIST Fine gravel issub-rounded
CLCH
CL
~1 heave in 219-221 spoon
Drilling harder 221
93085
92735
225 SSS -10
17-40 100
230
235
240
SSS
SSS
SSS
(3)
-5 48-30 (3)
-7 27-40 (3)
10-10 15-50
60
60
80
Light brown to gray SILT some Clay stiff low plasticitylaminated MOIST Laminations are Silt lenses some Claynon-plastic (Clayey Silt)Light brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST interbeddedwith light brown to gray SILT some Clay stiff laminatedMOIST Laminations are Clayey Silt Fine gravel issub-rounded Two inch seam of light brown medium tocoarse SAND WET Medium to coarse sand is well rounded highly spherical and gt80 quartzLight brown medium to coarse SAND trace fine Gravelstiff poorly graded MOIST Fine gravel is sub-roundedLight brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST Fine gravelis sub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST Fine gravelis sub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff moderate to high plasticity WET Fine gravelis sub-rounded
ML
CLML
SP
CL
CL
CL
Rig beginning tooverheat (very stiff)
Feel sand 228
~1 heave
Driller feels ~1 sand seam
~1 heave
Driller feels sand 241 ~1 heave
92255
92035
91585
91335
91085
90785 90735
245 SSS 11-24 50 50
Light brown fine to medium SAND trace coarse Sanddense moderately graded interbedded WET with lightbrown to grey CLAY some fine Sand trace fine Gravelsoft moderate plasticity WET Sand is rounded to sub-angular low to high sphericity gt80 quartz
SC
250 SSS 12-18 27-30 (3)
Light brown medium to coarse SAND some very coarseSand to fine Gravel trace Clay well graded WET Sand is sub- to well rounded low to highly spherical and gt80 quartz Clay occurs as lenses (~1 thick) of light brown togray CLAY soft moderate plasticity WET
SW
End of boring - 251bgs
90085
89735
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO SHEETMW-104IMW-104IMW-104I SHEETSHEET OFOF111 OF 333 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION USGSDATUM114809
N 2282389N 2282389 E 194426311E 194426311COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Larry JordanLarry JordanLarry Jordan
DRILLING STARTED
DRILLING METHOD
111600
4 14 HSA EQUIPMENT CME 1050
111600 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- USCSDESCRIPTION
Elev
atio
nFe
et
Stra
ta
REMARKSDepth Lab Sample Blow overy
Typefeet Sample Counts
Black SILT some fine Sand trace Clay little Root debrisMOIST (TOPSOIL)Brown to reddish brown SILT some fine Sand little to some Clay laminated mottled MOISTLight brown medium SAND some Clay MOIST
Dark brown SILT some fine Sand MOIST
Light brown to tan medium to coarse SAND little to somefine Sand well graded MOIST Sand is rounded with highsphericity Seam of coarse SAND little Gravel 105 Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is rounded with high sphericityBrownish red very fine SAND little Silt poorly gradedWET Light brown to brown CLAY some Silt trace fine Gravel tocoarse Sand MOIST
Three pieces medium GRAVEL some medium to coarseSand well graded MOIST
Interbedded light brown to tan medium to coarse SANDtrace fine Gravel and very fine Sand well graded MOISTSand is rounded with high sphericity 3 seam of fine to coarse Gravel at 24 bgs
Light brown to brown coarse to very coarse SAND somefine to coarse Gravel well graded MOIST Sand is well rounded Gravel is angular
Brown fine to medium SAND some Silt trace Clay traceto some fine Gravel well graded MOIST Tan fine SAND some medium Sand poorly graded littleto some (1-2 cm thick) laminations DRY to MOIST
Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity
MLOL
ML
SC
ML
SW
SP SP
CL
GWSW
GWSW
SW
SW
SP
SP
2-3 4-4 50
2-2 4-5 80
2-2 4-5 100
7-14 17-22 10
54-50 (5) 5
6-15 50 (5) 20
18-50 25 (5)
5-12 18-32 100
8-11
No samples takenduring MW-104Idrilling Lithology andsample informationbased on MW-104D boring log
Driller felt change 12 bgl
Rock in spoonimpeded sampleDriller indicates fine Gravel to coarse Sand
Observe fine to coarse gravel in cuttings
Wet at 39 bgl
114809 114759
114509
114309
114059
113809 113759 113609
113159
112559
112059
111559
111369
111059
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET 2 3OF22 OFOF 33 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389 E 194426311COORDINATESCOORDINATES N 2282389 E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 14-14 80 Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity(continued)
SP
Light brown fine to medium SAND poorly graded WETSand is sub-rounded to rounded with high sphericity
Bailing ~2 heave 110559
45 SSS 8-11 14-13 100 SP
50 SSS 30-40 15-16 40
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is sub-rounded to rounded withhigh sphericity SP
110059
55 SSS 4-15 30-34 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Trace fine Gravel 54-545 bgl SP
Bailed ~1 heave 109559
Light brown SILT some fine Sand soft WET 109109 ML
60 SSS 3-9 18-19 100 Light brown fine to medium SAND some Silt trace fine
Gravel to coarse Sand WET Sand is well rounded with SM 108809
high sphericity
65 SSS 12-15 17-23 100
Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is well rounded with high sphericity SP
108559
Light brown SILT some fine Sand soft WET ML 108229
70 SSS 5-11 16-23 90
Light brown medium to coarse SAND little fine and verycoarse Sand trace fine Gravel well graded WET 1seam of fine to medium Gravel at 71 bgl SW
108059
75
80
SSS
SSS
10-12 22-27
17-34 50 (5)
100
70
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is well rounded with highsphericity grades into more Gravel (some) Clay clast (2cm diam) at 755 bglLight brown fine to medium SAND poorly graded WETSand is well rounded with high sphericityBrown to gray SILT some Clay soft MOIST
SP
SWGW
SP
ML
Driller felt change 78 bgl
107559
107309 107259
107009
85 SSS 1-2 17-42 60
Light brown medium to coarse SAND little to some fineSand trace fine Gravel well graded WET Sand is wellrounded with high sphericity 1 seam of SILT some fineSand at 86 bgl
SW
Driller feels sand 83 bgl ~1 heave
106509
90 SSS 0-5 8-13 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity
SP
~2 heave 106059
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET OF333 OFOF 333 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389COORDINATESCOORDINATES N 2282389 E 194426311E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
95 SSS 7-10 16-20 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well rounded with high sphericity (continued) SP
100 SSS 4-11 20-32 75
Light brown to gray SILT some fine Sand WET
ML
Driller feels change98 bgl
105059
Gray CLAY little Silt hard laminated with occasional Siltlenses MOIST Light brown to grey fine to medium SAND some Silt WETSand is well rounded with high sphericity
CL Varved ~2 heave Driller feels change106-108 and 113
104719
104559
105 SSS 7-11 20-27 90 SM
110 SSS 10-28 30-30 100
Light brown to grey SILT some fine Sand little to someClay soft low plasticity MOIST to WET
ML
104059
(3)
115 SSS 0-0 4-4 50
Light brown medium SAND to medium GRAVEL wellgraded WET Sand is rounded with high sphericityGravel is angular to sub-angular coarsens downward ~4 (~3mm thick) Clay clasts (till balls) SW
Driller notes change at113 bgl ~2 heave
103559
120 SSS 5-14
30-33 10
Light brown fine to coarse SAND trace fine to mediumGravel well graded WET Sand is well rounded with highsphericity SW
103059
(3)
125 SSS 5-9 20-25 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND trace fine Sandtrace fine Gravel well graded WET Sand is well rounded with high sphericity
SP
SW
~2 heave 102559
102309
130
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is sub-rounded to rounded with low to high sphericity Coarse Sand to fine Gravel seam (~1) 131
SP ~4 heave
End of boring - 130bgs
102059
101809
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF111 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116502 N 2290253N 2290253 E 194438696E 194438696COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
111700
4 14 HSA EQUIPMENT CME 1050
111700 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116502 and MOIST Sand is well rounded and spherical during MW-105D
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116077 116027 115952
115752
115252
114752
114252
113752
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113252
112752
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 2 4OF22 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112252
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111752
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111252
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110252
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109577
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109252
Light brown SILT some fine Sand little Clay soft WET 108752
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108452
108252
108077 108052
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107602 107552
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 3 4OF33 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106752
106502
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106252
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105752
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105252
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104752
104452
104252
104002
103752
Light brown SILT some fine Sand soft WET ML
103252
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103002
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102752
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102252
150
155
160
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF444 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253COORDINATESCOORDINATES N 2290253 E 194438696E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
Blow Counts
SAMPLE INFORMATION
Elev
atio
nFe
etRec-Depth feet
165
70
100
100
0-0 13-30
0-0 14-30
0-0 3-12
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand is rounded and spherical Very coarse sand is sub-angular
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
SSS
SSS
SSS
100002
SP
SP
SP
SP
SP
End of boring - 165bgl
Sample Type
Stra
ta
Lab Sample
DESCRIPTION USCS REMARKS overy
~15 heave 101752
~15 heave 101252
100752
100252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF111 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116506 N 2290260N 2290260 E 194438617E 194438617COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Mike BrennanMike BrennanMike Brennan
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
11700
4 14 HSA EQUIPMENT CME 1050
11800 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
Dark brown fine to medium SAND some Silt trace Roots and MOIST Sand is well rounded and spherical
SM
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
116081 116031 115956
115756
115256
114756
114256
Driller feels gravelly 113756 material 28 bgl
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
116506
113256
112756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 2 6OF22 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112256
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111756
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111256
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110256
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109581
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109256
Light brown SILT some fine Sand little Clay soft WET 108756
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108456
108256
108081 108056
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107606 107556
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 3 6OF33 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106756
106506
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106256
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105756
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105256
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104756
104456
104256
104006
103756
Light brown SILT some fine Sand soft WET ML
103256
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103006
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102756
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 4 6OF44 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SP
150 SSS 0-0 13-30 70
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand isrounded and spherical Very coarse sand is sub-angular SP
~15 heave 101756
155 SSS 0-0 14-30 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is roundedand spherical Coarse sand is sub-angular SP
~15 heave 101256
160 SSS 0-0 3-12 100
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand isrounded and spherical Coarse sand is sub-angular SP
100756
165 SSS 5-18 20 (5) 80
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
Light brown SILT some fine Sand soft WET Tracelaminations of gray Silt
SP
ML Driller feels clay167 ~15 heave
100256
99956
170
175
180
SSS
SSS
SSS
1-0 2-5
4-8 10-20
4-22 40 (5)
60
90
50
Gray SILT trace Clay medium stiff non-plastic laminatedLaminations are varve like sequences (dark and lightlaminae) Light brown medium to coarse SAND little coarse Sandand fine Gravel little fine Sand well graded WET Fine tomedium sand is rounded and spherical Gravel issub-rounded Light brown medium to coarse SAND poorly gradedSand is rounded and sphericalLight brown to gray SILT some Clay soft WETinterbedded with gray CLAY some fine Sand trace fineGravel soft low plasticity WET Silt ~4 thick Clay 1-2thick Gravel is sub-rounded Light brown to gray SILT little Clay soft WET At 180two inch seam of gray CLAY some fine Sand trace fineGravel stiff WET Gravel is sub-rounded
ML
SW
SP
ML
ML
Harder drillingpossible diamicton
~15 heave
99756
99506
99256
99076
98756
185 SSS 4-7
20-30 (4)
70
Light brown fine to medium SAND some coarse to verycoarse Sand WET interbedded with light gray SILT andCLAY trace fine Gravel Sand ~4seams Silt and Clay ~2seams Fine to medium sand is rounded and sphericalCoarse to very coarse sand is sub-angular
SPCLML
Easier drilling 183 98256
190 SSS 6-12
24-35 40
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sands are rounded spherical and~50-80 Quartz SP
97756
(5)
195 SSS 8-17 40 (5) 70
Light brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET Medium to coarse sandis rounded spherical and 50-80 Quartz Very coarsesand is sub-angular SP
~3 heave 97256
3-8
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is roundedspherical and 50-80 quartz Coarse sand is sub-angular
SP 96756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF555 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
30
90
50
90
80
40
90
70
25
50
35-30 (3)
11-10 21-30 (3)
3-8 16-30 (3)
7-13 28-30 (4)
2-9 31-30 (3)
1-3 3-7
3-5 4-13
3-2 5-13
7-18 30 (5)
3-5 17-25
2-2 4-7
Light brown fine to medium SAND little coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartz Coarse sand is sub-angular to sub-rounded
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartzCoarse sand is sub-rounded to rounded
Light brown to gray SILT some very fine Sand trace Claysoft non-plastic WET
Light brown to gray SILT some very fine Sand trace Claysoft laminated WET Lamination occurs as ~2 thick seam of light brown to gray SILT (lighter) and Clay (darker) stiff
Light brown to gray SILT little to some Clay and fine Sandsoft WET Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 Quartz Coarse sand is sub-rounded
Light brown to gray SILT some very fine Sand softlaminated WET interbedded with light brown fine tomedium SAND trace coarse Sand poorly graded WETSilt seams ~1 thick sand seams ~4 thick ~1 diameter Clast of gray SILT some Clay 2305 Fine to medium sand is rounded with moderate sphericity Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Occasional Silt laminations Fine to medium sand is rounded and spherical with ~50-80 quartz Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded spherical and ~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET ~1 seam of gray SILT 2458 Fine to medium sand is rounded moderately spherical and~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is well rounded moderately spherical and ~50-80 quartz Coarse sand is sub-rounded Light brown medium to coarse SAND little fine Sand wellgraded trace very coarse Sand WET interbedded withlight brown to gray SILT some very fine Sand soft WET
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
96256
95756
95081
94806
94206
94006
93506
93256
92756
92256
91756
91456
91256
SP
SP
SP
ML
ML
ML
SP
MLSP
SP
SP
SP
SP
SW-ML
SM
~2 heave
~2 heave
Harder drilling 217
Varved
Harder drilling 223
~2 heave
~1 heave
~2 heave
~1 heave
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
205
210
215
220
225
230
235
240
245
250
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104DMW-104DMW-104D SHEETSHEETSHEET OF555 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282288COORDINATESCOORDINATES N 2282288 E 194426295E 194426295 SURFACE ELEVATION 114835 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- USCSDESCRIPTION
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overyTypefeet Sample Counts
SSS 40-30 70
(3) SW
205 SSS 9-17
24-30 (2)
70
Light brown medium to coarse SAND some very coarseSand to fine Gravel well graded WET Medium to verycoarse sand is sub-angular to rounded low to highlyspherical and gt80 quartz Very coarse sand and finegravel are sub-angular
SW
~2 heave 94585
210 SSS 3-16
28-30 (3)
100
Light brown medium to coarse SAND little fine Gravelwell graded WET Medium to coarse sand is sub-angularto well rounded highly spherical and gt80 quartz Fine gravel is sub-angularLight brown to gray SILT some very fine Sand little Claytrace very coarse Sand stiff low plasticity MOIST TODRY
SW
ML
~1 heave 94085
93835
215 SSS 11-5 5-15 60
Light brown medium to fine SAND trace coarse Sandpoorly graded WET Sand is sub-angular to well roundedhighly spherical and gt80 QuartzLight brown to gray CLAY some Silt little fine Sand tracevery coarse Sand stiff low plasticity MOIST
SP
CL
Driller felt change213 ~5 heave
93535
93335
220 SSS -10 15-15 60
Light brown to gray CLAY some fine Sand trace fineGravel soft moderate plasticity WET interbedded withlight brown to gray CLAY some fine Sand trace fineGravel stiff high plasticity MOIST TO DRY Fine gravel issub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff low plasticity MOIST Fine gravel issub-rounded
CLCH
CL
~1 heave in 219-221 spoon
Drilling harder 221
93085
92735
225 SSS -10
17-40 100
230
235
240
SSS
SSS
SSS
(3)
-5 48-30 (3)
-7 27-40 (3)
10-10 15-50
60
60
80
Light brown to gray SILT some Clay stiff low plasticitylaminated MOIST Laminations are Silt lenses some Claynon-plastic (Clayey Silt)Light brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST interbeddedwith light brown to gray SILT some Clay stiff laminatedMOIST Laminations are Clayey Silt Fine gravel issub-rounded Two inch seam of light brown medium tocoarse SAND WET Medium to coarse sand is well rounded highly spherical and gt80 quartzLight brown medium to coarse SAND trace fine Gravelstiff poorly graded MOIST Fine gravel is sub-roundedLight brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST Fine gravelis sub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff low to moderate plasticity MOIST Fine gravelis sub-rounded Light brown to gray CLAY some fine Sand trace fineGravel stiff moderate to high plasticity WET Fine gravelis sub-rounded
ML
CLML
SP
CL
CL
CL
Rig beginning tooverheat (very stiff)
Feel sand 228
~1 heave
Driller feels ~1 sand seam
~1 heave
Driller feels sand 241 ~1 heave
92255
92035
91585
91335
91085
90785 90735
245 SSS 11-24 50 50
Light brown fine to medium SAND trace coarse Sanddense moderately graded interbedded WET with lightbrown to grey CLAY some fine Sand trace fine Gravelsoft moderate plasticity WET Sand is rounded to sub-angular low to high sphericity gt80 quartz
SC
250 SSS 12-18 27-30 (3)
Light brown medium to coarse SAND some very coarseSand to fine Gravel trace Clay well graded WET Sand is sub- to well rounded low to highly spherical and gt80 quartz Clay occurs as lenses (~1 thick) of light brown togray CLAY soft moderate plasticity WET
SW
End of boring - 251bgs
90085
89735
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO SHEETMW-104IMW-104IMW-104I SHEETSHEET OFOF111 OF 333 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION USGSDATUM114809
N 2282389N 2282389 E 194426311E 194426311COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Larry JordanLarry JordanLarry Jordan
DRILLING STARTED
DRILLING METHOD
111600
4 14 HSA EQUIPMENT CME 1050
111600 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- USCSDESCRIPTION
Elev
atio
nFe
et
Stra
ta
REMARKSDepth Lab Sample Blow overy
Typefeet Sample Counts
Black SILT some fine Sand trace Clay little Root debrisMOIST (TOPSOIL)Brown to reddish brown SILT some fine Sand little to some Clay laminated mottled MOISTLight brown medium SAND some Clay MOIST
Dark brown SILT some fine Sand MOIST
Light brown to tan medium to coarse SAND little to somefine Sand well graded MOIST Sand is rounded with highsphericity Seam of coarse SAND little Gravel 105 Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is rounded with high sphericityBrownish red very fine SAND little Silt poorly gradedWET Light brown to brown CLAY some Silt trace fine Gravel tocoarse Sand MOIST
Three pieces medium GRAVEL some medium to coarseSand well graded MOIST
Interbedded light brown to tan medium to coarse SANDtrace fine Gravel and very fine Sand well graded MOISTSand is rounded with high sphericity 3 seam of fine to coarse Gravel at 24 bgs
Light brown to brown coarse to very coarse SAND somefine to coarse Gravel well graded MOIST Sand is well rounded Gravel is angular
Brown fine to medium SAND some Silt trace Clay traceto some fine Gravel well graded MOIST Tan fine SAND some medium Sand poorly graded littleto some (1-2 cm thick) laminations DRY to MOIST
Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity
MLOL
ML
SC
ML
SW
SP SP
CL
GWSW
GWSW
SW
SW
SP
SP
2-3 4-4 50
2-2 4-5 80
2-2 4-5 100
7-14 17-22 10
54-50 (5) 5
6-15 50 (5) 20
18-50 25 (5)
5-12 18-32 100
8-11
No samples takenduring MW-104Idrilling Lithology andsample informationbased on MW-104D boring log
Driller felt change 12 bgl
Rock in spoonimpeded sampleDriller indicates fine Gravel to coarse Sand
Observe fine to coarse gravel in cuttings
Wet at 39 bgl
114809 114759
114509
114309
114059
113809 113759 113609
113159
112559
112059
111559
111369
111059
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET 2 3OF22 OFOF 33 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389 E 194426311COORDINATESCOORDINATES N 2282389 E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 14-14 80 Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity(continued)
SP
Light brown fine to medium SAND poorly graded WETSand is sub-rounded to rounded with high sphericity
Bailing ~2 heave 110559
45 SSS 8-11 14-13 100 SP
50 SSS 30-40 15-16 40
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is sub-rounded to rounded withhigh sphericity SP
110059
55 SSS 4-15 30-34 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Trace fine Gravel 54-545 bgl SP
Bailed ~1 heave 109559
Light brown SILT some fine Sand soft WET 109109 ML
60 SSS 3-9 18-19 100 Light brown fine to medium SAND some Silt trace fine
Gravel to coarse Sand WET Sand is well rounded with SM 108809
high sphericity
65 SSS 12-15 17-23 100
Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is well rounded with high sphericity SP
108559
Light brown SILT some fine Sand soft WET ML 108229
70 SSS 5-11 16-23 90
Light brown medium to coarse SAND little fine and verycoarse Sand trace fine Gravel well graded WET 1seam of fine to medium Gravel at 71 bgl SW
108059
75
80
SSS
SSS
10-12 22-27
17-34 50 (5)
100
70
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is well rounded with highsphericity grades into more Gravel (some) Clay clast (2cm diam) at 755 bglLight brown fine to medium SAND poorly graded WETSand is well rounded with high sphericityBrown to gray SILT some Clay soft MOIST
SP
SWGW
SP
ML
Driller felt change 78 bgl
107559
107309 107259
107009
85 SSS 1-2 17-42 60
Light brown medium to coarse SAND little to some fineSand trace fine Gravel well graded WET Sand is wellrounded with high sphericity 1 seam of SILT some fineSand at 86 bgl
SW
Driller feels sand 83 bgl ~1 heave
106509
90 SSS 0-5 8-13 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity
SP
~2 heave 106059
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET OF333 OFOF 333 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389COORDINATESCOORDINATES N 2282389 E 194426311E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
95 SSS 7-10 16-20 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well rounded with high sphericity (continued) SP
100 SSS 4-11 20-32 75
Light brown to gray SILT some fine Sand WET
ML
Driller feels change98 bgl
105059
Gray CLAY little Silt hard laminated with occasional Siltlenses MOIST Light brown to grey fine to medium SAND some Silt WETSand is well rounded with high sphericity
CL Varved ~2 heave Driller feels change106-108 and 113
104719
104559
105 SSS 7-11 20-27 90 SM
110 SSS 10-28 30-30 100
Light brown to grey SILT some fine Sand little to someClay soft low plasticity MOIST to WET
ML
104059
(3)
115 SSS 0-0 4-4 50
Light brown medium SAND to medium GRAVEL wellgraded WET Sand is rounded with high sphericityGravel is angular to sub-angular coarsens downward ~4 (~3mm thick) Clay clasts (till balls) SW
Driller notes change at113 bgl ~2 heave
103559
120 SSS 5-14
30-33 10
Light brown fine to coarse SAND trace fine to mediumGravel well graded WET Sand is well rounded with highsphericity SW
103059
(3)
125 SSS 5-9 20-25 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND trace fine Sandtrace fine Gravel well graded WET Sand is well rounded with high sphericity
SP
SW
~2 heave 102559
102309
130
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is sub-rounded to rounded with low to high sphericity Coarse Sand to fine Gravel seam (~1) 131
SP ~4 heave
End of boring - 130bgs
102059
101809
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF111 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116502 N 2290253N 2290253 E 194438696E 194438696COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
111700
4 14 HSA EQUIPMENT CME 1050
111700 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116502 and MOIST Sand is well rounded and spherical during MW-105D
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116077 116027 115952
115752
115252
114752
114252
113752
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113252
112752
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 2 4OF22 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112252
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111752
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111252
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110252
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109577
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109252
Light brown SILT some fine Sand little Clay soft WET 108752
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108452
108252
108077 108052
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107602 107552
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 3 4OF33 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106752
106502
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106252
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105752
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105252
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104752
104452
104252
104002
103752
Light brown SILT some fine Sand soft WET ML
103252
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103002
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102752
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102252
150
155
160
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF444 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253COORDINATESCOORDINATES N 2290253 E 194438696E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
Blow Counts
SAMPLE INFORMATION
Elev
atio
nFe
etRec-Depth feet
165
70
100
100
0-0 13-30
0-0 14-30
0-0 3-12
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand is rounded and spherical Very coarse sand is sub-angular
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
SSS
SSS
SSS
100002
SP
SP
SP
SP
SP
End of boring - 165bgl
Sample Type
Stra
ta
Lab Sample
DESCRIPTION USCS REMARKS overy
~15 heave 101752
~15 heave 101252
100752
100252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF111 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116506 N 2290260N 2290260 E 194438617E 194438617COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Mike BrennanMike BrennanMike Brennan
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
11700
4 14 HSA EQUIPMENT CME 1050
11800 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
Dark brown fine to medium SAND some Silt trace Roots and MOIST Sand is well rounded and spherical
SM
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
116081 116031 115956
115756
115256
114756
114256
Driller feels gravelly 113756 material 28 bgl
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
116506
113256
112756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 2 6OF22 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112256
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111756
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111256
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110256
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109581
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109256
Light brown SILT some fine Sand little Clay soft WET 108756
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108456
108256
108081 108056
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107606 107556
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 3 6OF33 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106756
106506
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106256
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105756
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105256
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104756
104456
104256
104006
103756
Light brown SILT some fine Sand soft WET ML
103256
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103006
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102756
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 4 6OF44 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SP
150 SSS 0-0 13-30 70
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand isrounded and spherical Very coarse sand is sub-angular SP
~15 heave 101756
155 SSS 0-0 14-30 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is roundedand spherical Coarse sand is sub-angular SP
~15 heave 101256
160 SSS 0-0 3-12 100
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand isrounded and spherical Coarse sand is sub-angular SP
100756
165 SSS 5-18 20 (5) 80
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
Light brown SILT some fine Sand soft WET Tracelaminations of gray Silt
SP
ML Driller feels clay167 ~15 heave
100256
99956
170
175
180
SSS
SSS
SSS
1-0 2-5
4-8 10-20
4-22 40 (5)
60
90
50
Gray SILT trace Clay medium stiff non-plastic laminatedLaminations are varve like sequences (dark and lightlaminae) Light brown medium to coarse SAND little coarse Sandand fine Gravel little fine Sand well graded WET Fine tomedium sand is rounded and spherical Gravel issub-rounded Light brown medium to coarse SAND poorly gradedSand is rounded and sphericalLight brown to gray SILT some Clay soft WETinterbedded with gray CLAY some fine Sand trace fineGravel soft low plasticity WET Silt ~4 thick Clay 1-2thick Gravel is sub-rounded Light brown to gray SILT little Clay soft WET At 180two inch seam of gray CLAY some fine Sand trace fineGravel stiff WET Gravel is sub-rounded
ML
SW
SP
ML
ML
Harder drillingpossible diamicton
~15 heave
99756
99506
99256
99076
98756
185 SSS 4-7
20-30 (4)
70
Light brown fine to medium SAND some coarse to verycoarse Sand WET interbedded with light gray SILT andCLAY trace fine Gravel Sand ~4seams Silt and Clay ~2seams Fine to medium sand is rounded and sphericalCoarse to very coarse sand is sub-angular
SPCLML
Easier drilling 183 98256
190 SSS 6-12
24-35 40
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sands are rounded spherical and~50-80 Quartz SP
97756
(5)
195 SSS 8-17 40 (5) 70
Light brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET Medium to coarse sandis rounded spherical and 50-80 Quartz Very coarsesand is sub-angular SP
~3 heave 97256
3-8
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is roundedspherical and 50-80 quartz Coarse sand is sub-angular
SP 96756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF555 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
30
90
50
90
80
40
90
70
25
50
35-30 (3)
11-10 21-30 (3)
3-8 16-30 (3)
7-13 28-30 (4)
2-9 31-30 (3)
1-3 3-7
3-5 4-13
3-2 5-13
7-18 30 (5)
3-5 17-25
2-2 4-7
Light brown fine to medium SAND little coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartz Coarse sand is sub-angular to sub-rounded
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartzCoarse sand is sub-rounded to rounded
Light brown to gray SILT some very fine Sand trace Claysoft non-plastic WET
Light brown to gray SILT some very fine Sand trace Claysoft laminated WET Lamination occurs as ~2 thick seam of light brown to gray SILT (lighter) and Clay (darker) stiff
Light brown to gray SILT little to some Clay and fine Sandsoft WET Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 Quartz Coarse sand is sub-rounded
Light brown to gray SILT some very fine Sand softlaminated WET interbedded with light brown fine tomedium SAND trace coarse Sand poorly graded WETSilt seams ~1 thick sand seams ~4 thick ~1 diameter Clast of gray SILT some Clay 2305 Fine to medium sand is rounded with moderate sphericity Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Occasional Silt laminations Fine to medium sand is rounded and spherical with ~50-80 quartz Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded spherical and ~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET ~1 seam of gray SILT 2458 Fine to medium sand is rounded moderately spherical and~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is well rounded moderately spherical and ~50-80 quartz Coarse sand is sub-rounded Light brown medium to coarse SAND little fine Sand wellgraded trace very coarse Sand WET interbedded withlight brown to gray SILT some very fine Sand soft WET
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
96256
95756
95081
94806
94206
94006
93506
93256
92756
92256
91756
91456
91256
SP
SP
SP
ML
ML
ML
SP
MLSP
SP
SP
SP
SP
SW-ML
SM
~2 heave
~2 heave
Harder drilling 217
Varved
Harder drilling 223
~2 heave
~1 heave
~2 heave
~1 heave
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
205
210
215
220
225
230
235
240
245
250
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO SHEETMW-104IMW-104IMW-104I SHEETSHEET OFOF111 OF 333 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION USGSDATUM114809
N 2282389N 2282389 E 194426311E 194426311COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Larry JordanLarry JordanLarry Jordan
DRILLING STARTED
DRILLING METHOD
111600
4 14 HSA EQUIPMENT CME 1050
111600 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- USCSDESCRIPTION
Elev
atio
nFe
et
Stra
ta
REMARKSDepth Lab Sample Blow overy
Typefeet Sample Counts
Black SILT some fine Sand trace Clay little Root debrisMOIST (TOPSOIL)Brown to reddish brown SILT some fine Sand little to some Clay laminated mottled MOISTLight brown medium SAND some Clay MOIST
Dark brown SILT some fine Sand MOIST
Light brown to tan medium to coarse SAND little to somefine Sand well graded MOIST Sand is rounded with highsphericity Seam of coarse SAND little Gravel 105 Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is rounded with high sphericityBrownish red very fine SAND little Silt poorly gradedWET Light brown to brown CLAY some Silt trace fine Gravel tocoarse Sand MOIST
Three pieces medium GRAVEL some medium to coarseSand well graded MOIST
Interbedded light brown to tan medium to coarse SANDtrace fine Gravel and very fine Sand well graded MOISTSand is rounded with high sphericity 3 seam of fine to coarse Gravel at 24 bgs
Light brown to brown coarse to very coarse SAND somefine to coarse Gravel well graded MOIST Sand is well rounded Gravel is angular
Brown fine to medium SAND some Silt trace Clay traceto some fine Gravel well graded MOIST Tan fine SAND some medium Sand poorly graded littleto some (1-2 cm thick) laminations DRY to MOIST
Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity
MLOL
ML
SC
ML
SW
SP SP
CL
GWSW
GWSW
SW
SW
SP
SP
2-3 4-4 50
2-2 4-5 80
2-2 4-5 100
7-14 17-22 10
54-50 (5) 5
6-15 50 (5) 20
18-50 25 (5)
5-12 18-32 100
8-11
No samples takenduring MW-104Idrilling Lithology andsample informationbased on MW-104D boring log
Driller felt change 12 bgl
Rock in spoonimpeded sampleDriller indicates fine Gravel to coarse Sand
Observe fine to coarse gravel in cuttings
Wet at 39 bgl
114809 114759
114509
114309
114059
113809 113759 113609
113159
112559
112059
111559
111369
111059
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET 2 3OF22 OFOF 33 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389 E 194426311COORDINATESCOORDINATES N 2282389 E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 14-14 80 Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity(continued)
SP
Light brown fine to medium SAND poorly graded WETSand is sub-rounded to rounded with high sphericity
Bailing ~2 heave 110559
45 SSS 8-11 14-13 100 SP
50 SSS 30-40 15-16 40
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is sub-rounded to rounded withhigh sphericity SP
110059
55 SSS 4-15 30-34 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Trace fine Gravel 54-545 bgl SP
Bailed ~1 heave 109559
Light brown SILT some fine Sand soft WET 109109 ML
60 SSS 3-9 18-19 100 Light brown fine to medium SAND some Silt trace fine
Gravel to coarse Sand WET Sand is well rounded with SM 108809
high sphericity
65 SSS 12-15 17-23 100
Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is well rounded with high sphericity SP
108559
Light brown SILT some fine Sand soft WET ML 108229
70 SSS 5-11 16-23 90
Light brown medium to coarse SAND little fine and verycoarse Sand trace fine Gravel well graded WET 1seam of fine to medium Gravel at 71 bgl SW
108059
75
80
SSS
SSS
10-12 22-27
17-34 50 (5)
100
70
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is well rounded with highsphericity grades into more Gravel (some) Clay clast (2cm diam) at 755 bglLight brown fine to medium SAND poorly graded WETSand is well rounded with high sphericityBrown to gray SILT some Clay soft MOIST
SP
SWGW
SP
ML
Driller felt change 78 bgl
107559
107309 107259
107009
85 SSS 1-2 17-42 60
Light brown medium to coarse SAND little to some fineSand trace fine Gravel well graded WET Sand is wellrounded with high sphericity 1 seam of SILT some fineSand at 86 bgl
SW
Driller feels sand 83 bgl ~1 heave
106509
90 SSS 0-5 8-13 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity
SP
~2 heave 106059
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET OF333 OFOF 333 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389COORDINATESCOORDINATES N 2282389 E 194426311E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
95 SSS 7-10 16-20 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well rounded with high sphericity (continued) SP
100 SSS 4-11 20-32 75
Light brown to gray SILT some fine Sand WET
ML
Driller feels change98 bgl
105059
Gray CLAY little Silt hard laminated with occasional Siltlenses MOIST Light brown to grey fine to medium SAND some Silt WETSand is well rounded with high sphericity
CL Varved ~2 heave Driller feels change106-108 and 113
104719
104559
105 SSS 7-11 20-27 90 SM
110 SSS 10-28 30-30 100
Light brown to grey SILT some fine Sand little to someClay soft low plasticity MOIST to WET
ML
104059
(3)
115 SSS 0-0 4-4 50
Light brown medium SAND to medium GRAVEL wellgraded WET Sand is rounded with high sphericityGravel is angular to sub-angular coarsens downward ~4 (~3mm thick) Clay clasts (till balls) SW
Driller notes change at113 bgl ~2 heave
103559
120 SSS 5-14
30-33 10
Light brown fine to coarse SAND trace fine to mediumGravel well graded WET Sand is well rounded with highsphericity SW
103059
(3)
125 SSS 5-9 20-25 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND trace fine Sandtrace fine Gravel well graded WET Sand is well rounded with high sphericity
SP
SW
~2 heave 102559
102309
130
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is sub-rounded to rounded with low to high sphericity Coarse Sand to fine Gravel seam (~1) 131
SP ~4 heave
End of boring - 130bgs
102059
101809
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF111 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116502 N 2290253N 2290253 E 194438696E 194438696COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
111700
4 14 HSA EQUIPMENT CME 1050
111700 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116502 and MOIST Sand is well rounded and spherical during MW-105D
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116077 116027 115952
115752
115252
114752
114252
113752
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113252
112752
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 2 4OF22 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112252
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111752
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111252
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110252
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109577
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109252
Light brown SILT some fine Sand little Clay soft WET 108752
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108452
108252
108077 108052
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107602 107552
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 3 4OF33 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106752
106502
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106252
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105752
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105252
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104752
104452
104252
104002
103752
Light brown SILT some fine Sand soft WET ML
103252
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103002
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102752
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102252
150
155
160
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF444 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253COORDINATESCOORDINATES N 2290253 E 194438696E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
Blow Counts
SAMPLE INFORMATION
Elev
atio
nFe
etRec-Depth feet
165
70
100
100
0-0 13-30
0-0 14-30
0-0 3-12
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand is rounded and spherical Very coarse sand is sub-angular
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
SSS
SSS
SSS
100002
SP
SP
SP
SP
SP
End of boring - 165bgl
Sample Type
Stra
ta
Lab Sample
DESCRIPTION USCS REMARKS overy
~15 heave 101752
~15 heave 101252
100752
100252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF111 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116506 N 2290260N 2290260 E 194438617E 194438617COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Mike BrennanMike BrennanMike Brennan
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
11700
4 14 HSA EQUIPMENT CME 1050
11800 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
Dark brown fine to medium SAND some Silt trace Roots and MOIST Sand is well rounded and spherical
SM
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
116081 116031 115956
115756
115256
114756
114256
Driller feels gravelly 113756 material 28 bgl
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
116506
113256
112756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 2 6OF22 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112256
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111756
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111256
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110256
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109581
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109256
Light brown SILT some fine Sand little Clay soft WET 108756
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108456
108256
108081 108056
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107606 107556
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 3 6OF33 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106756
106506
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106256
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105756
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105256
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104756
104456
104256
104006
103756
Light brown SILT some fine Sand soft WET ML
103256
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103006
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102756
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 4 6OF44 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SP
150 SSS 0-0 13-30 70
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand isrounded and spherical Very coarse sand is sub-angular SP
~15 heave 101756
155 SSS 0-0 14-30 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is roundedand spherical Coarse sand is sub-angular SP
~15 heave 101256
160 SSS 0-0 3-12 100
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand isrounded and spherical Coarse sand is sub-angular SP
100756
165 SSS 5-18 20 (5) 80
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
Light brown SILT some fine Sand soft WET Tracelaminations of gray Silt
SP
ML Driller feels clay167 ~15 heave
100256
99956
170
175
180
SSS
SSS
SSS
1-0 2-5
4-8 10-20
4-22 40 (5)
60
90
50
Gray SILT trace Clay medium stiff non-plastic laminatedLaminations are varve like sequences (dark and lightlaminae) Light brown medium to coarse SAND little coarse Sandand fine Gravel little fine Sand well graded WET Fine tomedium sand is rounded and spherical Gravel issub-rounded Light brown medium to coarse SAND poorly gradedSand is rounded and sphericalLight brown to gray SILT some Clay soft WETinterbedded with gray CLAY some fine Sand trace fineGravel soft low plasticity WET Silt ~4 thick Clay 1-2thick Gravel is sub-rounded Light brown to gray SILT little Clay soft WET At 180two inch seam of gray CLAY some fine Sand trace fineGravel stiff WET Gravel is sub-rounded
ML
SW
SP
ML
ML
Harder drillingpossible diamicton
~15 heave
99756
99506
99256
99076
98756
185 SSS 4-7
20-30 (4)
70
Light brown fine to medium SAND some coarse to verycoarse Sand WET interbedded with light gray SILT andCLAY trace fine Gravel Sand ~4seams Silt and Clay ~2seams Fine to medium sand is rounded and sphericalCoarse to very coarse sand is sub-angular
SPCLML
Easier drilling 183 98256
190 SSS 6-12
24-35 40
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sands are rounded spherical and~50-80 Quartz SP
97756
(5)
195 SSS 8-17 40 (5) 70
Light brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET Medium to coarse sandis rounded spherical and 50-80 Quartz Very coarsesand is sub-angular SP
~3 heave 97256
3-8
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is roundedspherical and 50-80 quartz Coarse sand is sub-angular
SP 96756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF555 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
30
90
50
90
80
40
90
70
25
50
35-30 (3)
11-10 21-30 (3)
3-8 16-30 (3)
7-13 28-30 (4)
2-9 31-30 (3)
1-3 3-7
3-5 4-13
3-2 5-13
7-18 30 (5)
3-5 17-25
2-2 4-7
Light brown fine to medium SAND little coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartz Coarse sand is sub-angular to sub-rounded
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartzCoarse sand is sub-rounded to rounded
Light brown to gray SILT some very fine Sand trace Claysoft non-plastic WET
Light brown to gray SILT some very fine Sand trace Claysoft laminated WET Lamination occurs as ~2 thick seam of light brown to gray SILT (lighter) and Clay (darker) stiff
Light brown to gray SILT little to some Clay and fine Sandsoft WET Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 Quartz Coarse sand is sub-rounded
Light brown to gray SILT some very fine Sand softlaminated WET interbedded with light brown fine tomedium SAND trace coarse Sand poorly graded WETSilt seams ~1 thick sand seams ~4 thick ~1 diameter Clast of gray SILT some Clay 2305 Fine to medium sand is rounded with moderate sphericity Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Occasional Silt laminations Fine to medium sand is rounded and spherical with ~50-80 quartz Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded spherical and ~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET ~1 seam of gray SILT 2458 Fine to medium sand is rounded moderately spherical and~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is well rounded moderately spherical and ~50-80 quartz Coarse sand is sub-rounded Light brown medium to coarse SAND little fine Sand wellgraded trace very coarse Sand WET interbedded withlight brown to gray SILT some very fine Sand soft WET
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
96256
95756
95081
94806
94206
94006
93506
93256
92756
92256
91756
91456
91256
SP
SP
SP
ML
ML
ML
SP
MLSP
SP
SP
SP
SP
SW-ML
SM
~2 heave
~2 heave
Harder drilling 217
Varved
Harder drilling 223
~2 heave
~1 heave
~2 heave
~1 heave
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
205
210
215
220
225
230
235
240
245
250
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET 2 3OF22 OFOF 33 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389 E 194426311COORDINATESCOORDINATES N 2282389 E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 14-14 80 Light brown medium to coarse SAND poorly gradedWET Sand is sub-rounded to rounded with high sphericity(continued)
SP
Light brown fine to medium SAND poorly graded WETSand is sub-rounded to rounded with high sphericity
Bailing ~2 heave 110559
45 SSS 8-11 14-13 100 SP
50 SSS 30-40 15-16 40
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is sub-rounded to rounded withhigh sphericity SP
110059
55 SSS 4-15 30-34 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Trace fine Gravel 54-545 bgl SP
Bailed ~1 heave 109559
Light brown SILT some fine Sand soft WET 109109 ML
60 SSS 3-9 18-19 100 Light brown fine to medium SAND some Silt trace fine
Gravel to coarse Sand WET Sand is well rounded with SM 108809
high sphericity
65 SSS 12-15 17-23 100
Light brown fine to medium SAND trace to little Silt poorlygraded WET Sand is well rounded with high sphericity SP
108559
Light brown SILT some fine Sand soft WET ML 108229
70 SSS 5-11 16-23 90
Light brown medium to coarse SAND little fine and verycoarse Sand trace fine Gravel well graded WET 1seam of fine to medium Gravel at 71 bgl SW
108059
75
80
SSS
SSS
10-12 22-27
17-34 50 (5)
100
70
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND little fine Gravelwell graded WET Sand is well rounded with highsphericity grades into more Gravel (some) Clay clast (2cm diam) at 755 bglLight brown fine to medium SAND poorly graded WETSand is well rounded with high sphericityBrown to gray SILT some Clay soft MOIST
SP
SWGW
SP
ML
Driller felt change 78 bgl
107559
107309 107259
107009
85 SSS 1-2 17-42 60
Light brown medium to coarse SAND little to some fineSand trace fine Gravel well graded WET Sand is wellrounded with high sphericity 1 seam of SILT some fineSand at 86 bgl
SW
Driller feels sand 83 bgl ~1 heave
106509
90 SSS 0-5 8-13 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well roundedwith high sphericity
SP
~2 heave 106059
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET OF333 OFOF 333 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389COORDINATESCOORDINATES N 2282389 E 194426311E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
95 SSS 7-10 16-20 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well rounded with high sphericity (continued) SP
100 SSS 4-11 20-32 75
Light brown to gray SILT some fine Sand WET
ML
Driller feels change98 bgl
105059
Gray CLAY little Silt hard laminated with occasional Siltlenses MOIST Light brown to grey fine to medium SAND some Silt WETSand is well rounded with high sphericity
CL Varved ~2 heave Driller feels change106-108 and 113
104719
104559
105 SSS 7-11 20-27 90 SM
110 SSS 10-28 30-30 100
Light brown to grey SILT some fine Sand little to someClay soft low plasticity MOIST to WET
ML
104059
(3)
115 SSS 0-0 4-4 50
Light brown medium SAND to medium GRAVEL wellgraded WET Sand is rounded with high sphericityGravel is angular to sub-angular coarsens downward ~4 (~3mm thick) Clay clasts (till balls) SW
Driller notes change at113 bgl ~2 heave
103559
120 SSS 5-14
30-33 10
Light brown fine to coarse SAND trace fine to mediumGravel well graded WET Sand is well rounded with highsphericity SW
103059
(3)
125 SSS 5-9 20-25 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND trace fine Sandtrace fine Gravel well graded WET Sand is well rounded with high sphericity
SP
SW
~2 heave 102559
102309
130
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is sub-rounded to rounded with low to high sphericity Coarse Sand to fine Gravel seam (~1) 131
SP ~4 heave
End of boring - 130bgs
102059
101809
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF111 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116502 N 2290253N 2290253 E 194438696E 194438696COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
111700
4 14 HSA EQUIPMENT CME 1050
111700 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116502 and MOIST Sand is well rounded and spherical during MW-105D
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116077 116027 115952
115752
115252
114752
114252
113752
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113252
112752
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 2 4OF22 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112252
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111752
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111252
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110252
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109577
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109252
Light brown SILT some fine Sand little Clay soft WET 108752
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108452
108252
108077 108052
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107602 107552
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 3 4OF33 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106752
106502
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106252
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105752
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105252
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104752
104452
104252
104002
103752
Light brown SILT some fine Sand soft WET ML
103252
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103002
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102752
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102252
150
155
160
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF444 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253COORDINATESCOORDINATES N 2290253 E 194438696E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
Blow Counts
SAMPLE INFORMATION
Elev
atio
nFe
etRec-Depth feet
165
70
100
100
0-0 13-30
0-0 14-30
0-0 3-12
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand is rounded and spherical Very coarse sand is sub-angular
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
SSS
SSS
SSS
100002
SP
SP
SP
SP
SP
End of boring - 165bgl
Sample Type
Stra
ta
Lab Sample
DESCRIPTION USCS REMARKS overy
~15 heave 101752
~15 heave 101252
100752
100252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF111 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116506 N 2290260N 2290260 E 194438617E 194438617COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Mike BrennanMike BrennanMike Brennan
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
11700
4 14 HSA EQUIPMENT CME 1050
11800 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
Dark brown fine to medium SAND some Silt trace Roots and MOIST Sand is well rounded and spherical
SM
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
116081 116031 115956
115756
115256
114756
114256
Driller feels gravelly 113756 material 28 bgl
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
116506
113256
112756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 2 6OF22 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112256
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111756
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111256
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110256
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109581
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109256
Light brown SILT some fine Sand little Clay soft WET 108756
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108456
108256
108081 108056
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107606 107556
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 3 6OF33 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106756
106506
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106256
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105756
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105256
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104756
104456
104256
104006
103756
Light brown SILT some fine Sand soft WET ML
103256
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103006
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102756
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 4 6OF44 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SP
150 SSS 0-0 13-30 70
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand isrounded and spherical Very coarse sand is sub-angular SP
~15 heave 101756
155 SSS 0-0 14-30 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is roundedand spherical Coarse sand is sub-angular SP
~15 heave 101256
160 SSS 0-0 3-12 100
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand isrounded and spherical Coarse sand is sub-angular SP
100756
165 SSS 5-18 20 (5) 80
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
Light brown SILT some fine Sand soft WET Tracelaminations of gray Silt
SP
ML Driller feels clay167 ~15 heave
100256
99956
170
175
180
SSS
SSS
SSS
1-0 2-5
4-8 10-20
4-22 40 (5)
60
90
50
Gray SILT trace Clay medium stiff non-plastic laminatedLaminations are varve like sequences (dark and lightlaminae) Light brown medium to coarse SAND little coarse Sandand fine Gravel little fine Sand well graded WET Fine tomedium sand is rounded and spherical Gravel issub-rounded Light brown medium to coarse SAND poorly gradedSand is rounded and sphericalLight brown to gray SILT some Clay soft WETinterbedded with gray CLAY some fine Sand trace fineGravel soft low plasticity WET Silt ~4 thick Clay 1-2thick Gravel is sub-rounded Light brown to gray SILT little Clay soft WET At 180two inch seam of gray CLAY some fine Sand trace fineGravel stiff WET Gravel is sub-rounded
ML
SW
SP
ML
ML
Harder drillingpossible diamicton
~15 heave
99756
99506
99256
99076
98756
185 SSS 4-7
20-30 (4)
70
Light brown fine to medium SAND some coarse to verycoarse Sand WET interbedded with light gray SILT andCLAY trace fine Gravel Sand ~4seams Silt and Clay ~2seams Fine to medium sand is rounded and sphericalCoarse to very coarse sand is sub-angular
SPCLML
Easier drilling 183 98256
190 SSS 6-12
24-35 40
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sands are rounded spherical and~50-80 Quartz SP
97756
(5)
195 SSS 8-17 40 (5) 70
Light brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET Medium to coarse sandis rounded spherical and 50-80 Quartz Very coarsesand is sub-angular SP
~3 heave 97256
3-8
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is roundedspherical and 50-80 quartz Coarse sand is sub-angular
SP 96756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF555 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
30
90
50
90
80
40
90
70
25
50
35-30 (3)
11-10 21-30 (3)
3-8 16-30 (3)
7-13 28-30 (4)
2-9 31-30 (3)
1-3 3-7
3-5 4-13
3-2 5-13
7-18 30 (5)
3-5 17-25
2-2 4-7
Light brown fine to medium SAND little coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartz Coarse sand is sub-angular to sub-rounded
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartzCoarse sand is sub-rounded to rounded
Light brown to gray SILT some very fine Sand trace Claysoft non-plastic WET
Light brown to gray SILT some very fine Sand trace Claysoft laminated WET Lamination occurs as ~2 thick seam of light brown to gray SILT (lighter) and Clay (darker) stiff
Light brown to gray SILT little to some Clay and fine Sandsoft WET Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 Quartz Coarse sand is sub-rounded
Light brown to gray SILT some very fine Sand softlaminated WET interbedded with light brown fine tomedium SAND trace coarse Sand poorly graded WETSilt seams ~1 thick sand seams ~4 thick ~1 diameter Clast of gray SILT some Clay 2305 Fine to medium sand is rounded with moderate sphericity Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Occasional Silt laminations Fine to medium sand is rounded and spherical with ~50-80 quartz Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded spherical and ~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET ~1 seam of gray SILT 2458 Fine to medium sand is rounded moderately spherical and~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is well rounded moderately spherical and ~50-80 quartz Coarse sand is sub-rounded Light brown medium to coarse SAND little fine Sand wellgraded trace very coarse Sand WET interbedded withlight brown to gray SILT some very fine Sand soft WET
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
96256
95756
95081
94806
94206
94006
93506
93256
92756
92256
91756
91456
91256
SP
SP
SP
ML
ML
ML
SP
MLSP
SP
SP
SP
SP
SW-ML
SM
~2 heave
~2 heave
Harder drilling 217
Varved
Harder drilling 223
~2 heave
~1 heave
~2 heave
~1 heave
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
205
210
215
220
225
230
235
240
245
250
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-104IMW-104IMW-104I SHEETSHEETSHEET OF333 OFOF 333 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2282389COORDINATESCOORDINATES N 2282389 E 194426311E 194426311 SURFACE ELEVATION 114809 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Larry JordanLarry JordanLarry Jordan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
95 SSS 7-10 16-20 90
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is well rounded with high sphericity (continued) SP
100 SSS 4-11 20-32 75
Light brown to gray SILT some fine Sand WET
ML
Driller feels change98 bgl
105059
Gray CLAY little Silt hard laminated with occasional Siltlenses MOIST Light brown to grey fine to medium SAND some Silt WETSand is well rounded with high sphericity
CL Varved ~2 heave Driller feels change106-108 and 113
104719
104559
105 SSS 7-11 20-27 90 SM
110 SSS 10-28 30-30 100
Light brown to grey SILT some fine Sand little to someClay soft low plasticity MOIST to WET
ML
104059
(3)
115 SSS 0-0 4-4 50
Light brown medium SAND to medium GRAVEL wellgraded WET Sand is rounded with high sphericityGravel is angular to sub-angular coarsens downward ~4 (~3mm thick) Clay clasts (till balls) SW
Driller notes change at113 bgl ~2 heave
103559
120 SSS 5-14
30-33 10
Light brown fine to coarse SAND trace fine to mediumGravel well graded WET Sand is well rounded with highsphericity SW
103059
(3)
125 SSS 5-9 20-25 50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sand is well rounded with highsphericity Light brown medium to coarse SAND trace fine Sandtrace fine Gravel well graded WET Sand is well rounded with high sphericity
SP
SW
~2 heave 102559
102309
130
Light brown medium to coarse SAND trace fine Sandpoorly to moderately graded WET Sand is sub-rounded to rounded with low to high sphericity Coarse Sand to fine Gravel seam (~1) 131
SP ~4 heave
End of boring - 130bgs
102059
101809
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF111 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116502 N 2290253N 2290253 E 194438696E 194438696COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
111700
4 14 HSA EQUIPMENT CME 1050
111700 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116502 and MOIST Sand is well rounded and spherical during MW-105D
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116077 116027 115952
115752
115252
114752
114252
113752
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113252
112752
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 2 4OF22 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112252
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111752
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111252
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110252
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109577
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109252
Light brown SILT some fine Sand little Clay soft WET 108752
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108452
108252
108077 108052
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107602 107552
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 3 4OF33 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106752
106502
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106252
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105752
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105252
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104752
104452
104252
104002
103752
Light brown SILT some fine Sand soft WET ML
103252
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103002
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102752
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102252
150
155
160
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF444 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253COORDINATESCOORDINATES N 2290253 E 194438696E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
Blow Counts
SAMPLE INFORMATION
Elev
atio
nFe
etRec-Depth feet
165
70
100
100
0-0 13-30
0-0 14-30
0-0 3-12
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand is rounded and spherical Very coarse sand is sub-angular
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
SSS
SSS
SSS
100002
SP
SP
SP
SP
SP
End of boring - 165bgl
Sample Type
Stra
ta
Lab Sample
DESCRIPTION USCS REMARKS overy
~15 heave 101752
~15 heave 101252
100752
100252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF111 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116506 N 2290260N 2290260 E 194438617E 194438617COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Mike BrennanMike BrennanMike Brennan
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
11700
4 14 HSA EQUIPMENT CME 1050
11800 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
Dark brown fine to medium SAND some Silt trace Roots and MOIST Sand is well rounded and spherical
SM
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
116081 116031 115956
115756
115256
114756
114256
Driller feels gravelly 113756 material 28 bgl
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
116506
113256
112756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 2 6OF22 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112256
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111756
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111256
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110256
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109581
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109256
Light brown SILT some fine Sand little Clay soft WET 108756
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108456
108256
108081 108056
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107606 107556
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 3 6OF33 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106756
106506
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106256
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105756
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105256
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104756
104456
104256
104006
103756
Light brown SILT some fine Sand soft WET ML
103256
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103006
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102756
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 4 6OF44 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SP
150 SSS 0-0 13-30 70
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand isrounded and spherical Very coarse sand is sub-angular SP
~15 heave 101756
155 SSS 0-0 14-30 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is roundedand spherical Coarse sand is sub-angular SP
~15 heave 101256
160 SSS 0-0 3-12 100
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand isrounded and spherical Coarse sand is sub-angular SP
100756
165 SSS 5-18 20 (5) 80
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
Light brown SILT some fine Sand soft WET Tracelaminations of gray Silt
SP
ML Driller feels clay167 ~15 heave
100256
99956
170
175
180
SSS
SSS
SSS
1-0 2-5
4-8 10-20
4-22 40 (5)
60
90
50
Gray SILT trace Clay medium stiff non-plastic laminatedLaminations are varve like sequences (dark and lightlaminae) Light brown medium to coarse SAND little coarse Sandand fine Gravel little fine Sand well graded WET Fine tomedium sand is rounded and spherical Gravel issub-rounded Light brown medium to coarse SAND poorly gradedSand is rounded and sphericalLight brown to gray SILT some Clay soft WETinterbedded with gray CLAY some fine Sand trace fineGravel soft low plasticity WET Silt ~4 thick Clay 1-2thick Gravel is sub-rounded Light brown to gray SILT little Clay soft WET At 180two inch seam of gray CLAY some fine Sand trace fineGravel stiff WET Gravel is sub-rounded
ML
SW
SP
ML
ML
Harder drillingpossible diamicton
~15 heave
99756
99506
99256
99076
98756
185 SSS 4-7
20-30 (4)
70
Light brown fine to medium SAND some coarse to verycoarse Sand WET interbedded with light gray SILT andCLAY trace fine Gravel Sand ~4seams Silt and Clay ~2seams Fine to medium sand is rounded and sphericalCoarse to very coarse sand is sub-angular
SPCLML
Easier drilling 183 98256
190 SSS 6-12
24-35 40
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sands are rounded spherical and~50-80 Quartz SP
97756
(5)
195 SSS 8-17 40 (5) 70
Light brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET Medium to coarse sandis rounded spherical and 50-80 Quartz Very coarsesand is sub-angular SP
~3 heave 97256
3-8
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is roundedspherical and 50-80 quartz Coarse sand is sub-angular
SP 96756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF555 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
30
90
50
90
80
40
90
70
25
50
35-30 (3)
11-10 21-30 (3)
3-8 16-30 (3)
7-13 28-30 (4)
2-9 31-30 (3)
1-3 3-7
3-5 4-13
3-2 5-13
7-18 30 (5)
3-5 17-25
2-2 4-7
Light brown fine to medium SAND little coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartz Coarse sand is sub-angular to sub-rounded
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartzCoarse sand is sub-rounded to rounded
Light brown to gray SILT some very fine Sand trace Claysoft non-plastic WET
Light brown to gray SILT some very fine Sand trace Claysoft laminated WET Lamination occurs as ~2 thick seam of light brown to gray SILT (lighter) and Clay (darker) stiff
Light brown to gray SILT little to some Clay and fine Sandsoft WET Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 Quartz Coarse sand is sub-rounded
Light brown to gray SILT some very fine Sand softlaminated WET interbedded with light brown fine tomedium SAND trace coarse Sand poorly graded WETSilt seams ~1 thick sand seams ~4 thick ~1 diameter Clast of gray SILT some Clay 2305 Fine to medium sand is rounded with moderate sphericity Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Occasional Silt laminations Fine to medium sand is rounded and spherical with ~50-80 quartz Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded spherical and ~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET ~1 seam of gray SILT 2458 Fine to medium sand is rounded moderately spherical and~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is well rounded moderately spherical and ~50-80 quartz Coarse sand is sub-rounded Light brown medium to coarse SAND little fine Sand wellgraded trace very coarse Sand WET interbedded withlight brown to gray SILT some very fine Sand soft WET
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
96256
95756
95081
94806
94206
94006
93506
93256
92756
92256
91756
91456
91256
SP
SP
SP
ML
ML
ML
SP
MLSP
SP
SP
SP
SP
SW-ML
SM
~2 heave
~2 heave
Harder drilling 217
Varved
Harder drilling 223
~2 heave
~1 heave
~2 heave
~1 heave
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
205
210
215
220
225
230
235
240
245
250
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF111 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116502 N 2290253N 2290253 E 194438696E 194438696COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
111700
4 14 HSA EQUIPMENT CME 1050
111700 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116502 and MOIST Sand is well rounded and spherical during MW-105D
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116077 116027 115952
115752
115252
114752
114252
113752
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113252
112752
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 2 4OF22 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112252
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111752
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111252
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110252
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109577
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109252
Light brown SILT some fine Sand little Clay soft WET 108752
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108452
108252
108077 108052
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107602 107552
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 3 4OF33 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106752
106502
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106252
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105752
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105252
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104752
104452
104252
104002
103752
Light brown SILT some fine Sand soft WET ML
103252
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103002
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102752
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102252
150
155
160
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF444 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253COORDINATESCOORDINATES N 2290253 E 194438696E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
Blow Counts
SAMPLE INFORMATION
Elev
atio
nFe
etRec-Depth feet
165
70
100
100
0-0 13-30
0-0 14-30
0-0 3-12
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand is rounded and spherical Very coarse sand is sub-angular
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
SSS
SSS
SSS
100002
SP
SP
SP
SP
SP
End of boring - 165bgl
Sample Type
Stra
ta
Lab Sample
DESCRIPTION USCS REMARKS overy
~15 heave 101752
~15 heave 101252
100752
100252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF111 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116506 N 2290260N 2290260 E 194438617E 194438617COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Mike BrennanMike BrennanMike Brennan
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
11700
4 14 HSA EQUIPMENT CME 1050
11800 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
Dark brown fine to medium SAND some Silt trace Roots and MOIST Sand is well rounded and spherical
SM
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
116081 116031 115956
115756
115256
114756
114256
Driller feels gravelly 113756 material 28 bgl
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
116506
113256
112756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 2 6OF22 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112256
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111756
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111256
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110256
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109581
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109256
Light brown SILT some fine Sand little Clay soft WET 108756
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108456
108256
108081 108056
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107606 107556
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 3 6OF33 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106756
106506
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106256
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105756
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105256
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104756
104456
104256
104006
103756
Light brown SILT some fine Sand soft WET ML
103256
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103006
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102756
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 4 6OF44 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SP
150 SSS 0-0 13-30 70
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand isrounded and spherical Very coarse sand is sub-angular SP
~15 heave 101756
155 SSS 0-0 14-30 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is roundedand spherical Coarse sand is sub-angular SP
~15 heave 101256
160 SSS 0-0 3-12 100
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand isrounded and spherical Coarse sand is sub-angular SP
100756
165 SSS 5-18 20 (5) 80
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
Light brown SILT some fine Sand soft WET Tracelaminations of gray Silt
SP
ML Driller feels clay167 ~15 heave
100256
99956
170
175
180
SSS
SSS
SSS
1-0 2-5
4-8 10-20
4-22 40 (5)
60
90
50
Gray SILT trace Clay medium stiff non-plastic laminatedLaminations are varve like sequences (dark and lightlaminae) Light brown medium to coarse SAND little coarse Sandand fine Gravel little fine Sand well graded WET Fine tomedium sand is rounded and spherical Gravel issub-rounded Light brown medium to coarse SAND poorly gradedSand is rounded and sphericalLight brown to gray SILT some Clay soft WETinterbedded with gray CLAY some fine Sand trace fineGravel soft low plasticity WET Silt ~4 thick Clay 1-2thick Gravel is sub-rounded Light brown to gray SILT little Clay soft WET At 180two inch seam of gray CLAY some fine Sand trace fineGravel stiff WET Gravel is sub-rounded
ML
SW
SP
ML
ML
Harder drillingpossible diamicton
~15 heave
99756
99506
99256
99076
98756
185 SSS 4-7
20-30 (4)
70
Light brown fine to medium SAND some coarse to verycoarse Sand WET interbedded with light gray SILT andCLAY trace fine Gravel Sand ~4seams Silt and Clay ~2seams Fine to medium sand is rounded and sphericalCoarse to very coarse sand is sub-angular
SPCLML
Easier drilling 183 98256
190 SSS 6-12
24-35 40
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sands are rounded spherical and~50-80 Quartz SP
97756
(5)
195 SSS 8-17 40 (5) 70
Light brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET Medium to coarse sandis rounded spherical and 50-80 Quartz Very coarsesand is sub-angular SP
~3 heave 97256
3-8
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is roundedspherical and 50-80 quartz Coarse sand is sub-angular
SP 96756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF555 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
30
90
50
90
80
40
90
70
25
50
35-30 (3)
11-10 21-30 (3)
3-8 16-30 (3)
7-13 28-30 (4)
2-9 31-30 (3)
1-3 3-7
3-5 4-13
3-2 5-13
7-18 30 (5)
3-5 17-25
2-2 4-7
Light brown fine to medium SAND little coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartz Coarse sand is sub-angular to sub-rounded
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartzCoarse sand is sub-rounded to rounded
Light brown to gray SILT some very fine Sand trace Claysoft non-plastic WET
Light brown to gray SILT some very fine Sand trace Claysoft laminated WET Lamination occurs as ~2 thick seam of light brown to gray SILT (lighter) and Clay (darker) stiff
Light brown to gray SILT little to some Clay and fine Sandsoft WET Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 Quartz Coarse sand is sub-rounded
Light brown to gray SILT some very fine Sand softlaminated WET interbedded with light brown fine tomedium SAND trace coarse Sand poorly graded WETSilt seams ~1 thick sand seams ~4 thick ~1 diameter Clast of gray SILT some Clay 2305 Fine to medium sand is rounded with moderate sphericity Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Occasional Silt laminations Fine to medium sand is rounded and spherical with ~50-80 quartz Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded spherical and ~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET ~1 seam of gray SILT 2458 Fine to medium sand is rounded moderately spherical and~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is well rounded moderately spherical and ~50-80 quartz Coarse sand is sub-rounded Light brown medium to coarse SAND little fine Sand wellgraded trace very coarse Sand WET interbedded withlight brown to gray SILT some very fine Sand soft WET
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
96256
95756
95081
94806
94206
94006
93506
93256
92756
92256
91756
91456
91256
SP
SP
SP
ML
ML
ML
SP
MLSP
SP
SP
SP
SP
SW-ML
SM
~2 heave
~2 heave
Harder drilling 217
Varved
Harder drilling 223
~2 heave
~1 heave
~2 heave
~1 heave
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
205
210
215
220
225
230
235
240
245
250
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 2 4OF22 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112252
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111752
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111252
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110252
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109577
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109252
Light brown SILT some fine Sand little Clay soft WET 108752
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108452
108252
108077 108052
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107602 107552
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 3 4OF33 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106752
106502
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106252
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105752
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105252
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104752
104452
104252
104002
103752
Light brown SILT some fine Sand soft WET ML
103252
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103002
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102752
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102252
150
155
160
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF444 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253COORDINATESCOORDINATES N 2290253 E 194438696E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
Blow Counts
SAMPLE INFORMATION
Elev
atio
nFe
etRec-Depth feet
165
70
100
100
0-0 13-30
0-0 14-30
0-0 3-12
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand is rounded and spherical Very coarse sand is sub-angular
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
SSS
SSS
SSS
100002
SP
SP
SP
SP
SP
End of boring - 165bgl
Sample Type
Stra
ta
Lab Sample
DESCRIPTION USCS REMARKS overy
~15 heave 101752
~15 heave 101252
100752
100252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF111 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116506 N 2290260N 2290260 E 194438617E 194438617COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Mike BrennanMike BrennanMike Brennan
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
11700
4 14 HSA EQUIPMENT CME 1050
11800 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
Dark brown fine to medium SAND some Silt trace Roots and MOIST Sand is well rounded and spherical
SM
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
116081 116031 115956
115756
115256
114756
114256
Driller feels gravelly 113756 material 28 bgl
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
116506
113256
112756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 2 6OF22 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112256
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111756
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111256
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110256
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109581
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109256
Light brown SILT some fine Sand little Clay soft WET 108756
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108456
108256
108081 108056
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107606 107556
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 3 6OF33 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106756
106506
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106256
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105756
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105256
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104756
104456
104256
104006
103756
Light brown SILT some fine Sand soft WET ML
103256
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103006
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102756
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 4 6OF44 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SP
150 SSS 0-0 13-30 70
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand isrounded and spherical Very coarse sand is sub-angular SP
~15 heave 101756
155 SSS 0-0 14-30 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is roundedand spherical Coarse sand is sub-angular SP
~15 heave 101256
160 SSS 0-0 3-12 100
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand isrounded and spherical Coarse sand is sub-angular SP
100756
165 SSS 5-18 20 (5) 80
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
Light brown SILT some fine Sand soft WET Tracelaminations of gray Silt
SP
ML Driller feels clay167 ~15 heave
100256
99956
170
175
180
SSS
SSS
SSS
1-0 2-5
4-8 10-20
4-22 40 (5)
60
90
50
Gray SILT trace Clay medium stiff non-plastic laminatedLaminations are varve like sequences (dark and lightlaminae) Light brown medium to coarse SAND little coarse Sandand fine Gravel little fine Sand well graded WET Fine tomedium sand is rounded and spherical Gravel issub-rounded Light brown medium to coarse SAND poorly gradedSand is rounded and sphericalLight brown to gray SILT some Clay soft WETinterbedded with gray CLAY some fine Sand trace fineGravel soft low plasticity WET Silt ~4 thick Clay 1-2thick Gravel is sub-rounded Light brown to gray SILT little Clay soft WET At 180two inch seam of gray CLAY some fine Sand trace fineGravel stiff WET Gravel is sub-rounded
ML
SW
SP
ML
ML
Harder drillingpossible diamicton
~15 heave
99756
99506
99256
99076
98756
185 SSS 4-7
20-30 (4)
70
Light brown fine to medium SAND some coarse to verycoarse Sand WET interbedded with light gray SILT andCLAY trace fine Gravel Sand ~4seams Silt and Clay ~2seams Fine to medium sand is rounded and sphericalCoarse to very coarse sand is sub-angular
SPCLML
Easier drilling 183 98256
190 SSS 6-12
24-35 40
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sands are rounded spherical and~50-80 Quartz SP
97756
(5)
195 SSS 8-17 40 (5) 70
Light brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET Medium to coarse sandis rounded spherical and 50-80 Quartz Very coarsesand is sub-angular SP
~3 heave 97256
3-8
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is roundedspherical and 50-80 quartz Coarse sand is sub-angular
SP 96756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF555 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
30
90
50
90
80
40
90
70
25
50
35-30 (3)
11-10 21-30 (3)
3-8 16-30 (3)
7-13 28-30 (4)
2-9 31-30 (3)
1-3 3-7
3-5 4-13
3-2 5-13
7-18 30 (5)
3-5 17-25
2-2 4-7
Light brown fine to medium SAND little coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartz Coarse sand is sub-angular to sub-rounded
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartzCoarse sand is sub-rounded to rounded
Light brown to gray SILT some very fine Sand trace Claysoft non-plastic WET
Light brown to gray SILT some very fine Sand trace Claysoft laminated WET Lamination occurs as ~2 thick seam of light brown to gray SILT (lighter) and Clay (darker) stiff
Light brown to gray SILT little to some Clay and fine Sandsoft WET Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 Quartz Coarse sand is sub-rounded
Light brown to gray SILT some very fine Sand softlaminated WET interbedded with light brown fine tomedium SAND trace coarse Sand poorly graded WETSilt seams ~1 thick sand seams ~4 thick ~1 diameter Clast of gray SILT some Clay 2305 Fine to medium sand is rounded with moderate sphericity Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Occasional Silt laminations Fine to medium sand is rounded and spherical with ~50-80 quartz Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded spherical and ~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET ~1 seam of gray SILT 2458 Fine to medium sand is rounded moderately spherical and~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is well rounded moderately spherical and ~50-80 quartz Coarse sand is sub-rounded Light brown medium to coarse SAND little fine Sand wellgraded trace very coarse Sand WET interbedded withlight brown to gray SILT some very fine Sand soft WET
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
96256
95756
95081
94806
94206
94006
93506
93256
92756
92256
91756
91456
91256
SP
SP
SP
ML
ML
ML
SP
MLSP
SP
SP
SP
SP
SW-ML
SM
~2 heave
~2 heave
Harder drilling 217
Varved
Harder drilling 223
~2 heave
~1 heave
~2 heave
~1 heave
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
205
210
215
220
225
230
235
240
245
250
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET 3 4OF33 OFOF 44 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253 E 194438696COORDINATESCOORDINATES N 2290253 E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106752
106502
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106252
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105752
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105252
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104752
104452
104252
104002
103752
Light brown SILT some fine Sand soft WET ML
103252
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103002
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102752
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102252
150
155
160
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF444 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253COORDINATESCOORDINATES N 2290253 E 194438696E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
Blow Counts
SAMPLE INFORMATION
Elev
atio
nFe
etRec-Depth feet
165
70
100
100
0-0 13-30
0-0 14-30
0-0 3-12
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand is rounded and spherical Very coarse sand is sub-angular
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
SSS
SSS
SSS
100002
SP
SP
SP
SP
SP
End of boring - 165bgl
Sample Type
Stra
ta
Lab Sample
DESCRIPTION USCS REMARKS overy
~15 heave 101752
~15 heave 101252
100752
100252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF111 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116506 N 2290260N 2290260 E 194438617E 194438617COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Mike BrennanMike BrennanMike Brennan
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
11700
4 14 HSA EQUIPMENT CME 1050
11800 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
Dark brown fine to medium SAND some Silt trace Roots and MOIST Sand is well rounded and spherical
SM
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
116081 116031 115956
115756
115256
114756
114256
Driller feels gravelly 113756 material 28 bgl
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
116506
113256
112756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 2 6OF22 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112256
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111756
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111256
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110256
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109581
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109256
Light brown SILT some fine Sand little Clay soft WET 108756
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108456
108256
108081 108056
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107606 107556
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 3 6OF33 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106756
106506
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106256
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105756
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105256
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104756
104456
104256
104006
103756
Light brown SILT some fine Sand soft WET ML
103256
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103006
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102756
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 4 6OF44 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SP
150 SSS 0-0 13-30 70
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand isrounded and spherical Very coarse sand is sub-angular SP
~15 heave 101756
155 SSS 0-0 14-30 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is roundedand spherical Coarse sand is sub-angular SP
~15 heave 101256
160 SSS 0-0 3-12 100
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand isrounded and spherical Coarse sand is sub-angular SP
100756
165 SSS 5-18 20 (5) 80
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
Light brown SILT some fine Sand soft WET Tracelaminations of gray Silt
SP
ML Driller feels clay167 ~15 heave
100256
99956
170
175
180
SSS
SSS
SSS
1-0 2-5
4-8 10-20
4-22 40 (5)
60
90
50
Gray SILT trace Clay medium stiff non-plastic laminatedLaminations are varve like sequences (dark and lightlaminae) Light brown medium to coarse SAND little coarse Sandand fine Gravel little fine Sand well graded WET Fine tomedium sand is rounded and spherical Gravel issub-rounded Light brown medium to coarse SAND poorly gradedSand is rounded and sphericalLight brown to gray SILT some Clay soft WETinterbedded with gray CLAY some fine Sand trace fineGravel soft low plasticity WET Silt ~4 thick Clay 1-2thick Gravel is sub-rounded Light brown to gray SILT little Clay soft WET At 180two inch seam of gray CLAY some fine Sand trace fineGravel stiff WET Gravel is sub-rounded
ML
SW
SP
ML
ML
Harder drillingpossible diamicton
~15 heave
99756
99506
99256
99076
98756
185 SSS 4-7
20-30 (4)
70
Light brown fine to medium SAND some coarse to verycoarse Sand WET interbedded with light gray SILT andCLAY trace fine Gravel Sand ~4seams Silt and Clay ~2seams Fine to medium sand is rounded and sphericalCoarse to very coarse sand is sub-angular
SPCLML
Easier drilling 183 98256
190 SSS 6-12
24-35 40
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sands are rounded spherical and~50-80 Quartz SP
97756
(5)
195 SSS 8-17 40 (5) 70
Light brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET Medium to coarse sandis rounded spherical and 50-80 Quartz Very coarsesand is sub-angular SP
~3 heave 97256
3-8
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is roundedspherical and 50-80 quartz Coarse sand is sub-angular
SP 96756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF555 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
30
90
50
90
80
40
90
70
25
50
35-30 (3)
11-10 21-30 (3)
3-8 16-30 (3)
7-13 28-30 (4)
2-9 31-30 (3)
1-3 3-7
3-5 4-13
3-2 5-13
7-18 30 (5)
3-5 17-25
2-2 4-7
Light brown fine to medium SAND little coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartz Coarse sand is sub-angular to sub-rounded
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartzCoarse sand is sub-rounded to rounded
Light brown to gray SILT some very fine Sand trace Claysoft non-plastic WET
Light brown to gray SILT some very fine Sand trace Claysoft laminated WET Lamination occurs as ~2 thick seam of light brown to gray SILT (lighter) and Clay (darker) stiff
Light brown to gray SILT little to some Clay and fine Sandsoft WET Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 Quartz Coarse sand is sub-rounded
Light brown to gray SILT some very fine Sand softlaminated WET interbedded with light brown fine tomedium SAND trace coarse Sand poorly graded WETSilt seams ~1 thick sand seams ~4 thick ~1 diameter Clast of gray SILT some Clay 2305 Fine to medium sand is rounded with moderate sphericity Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Occasional Silt laminations Fine to medium sand is rounded and spherical with ~50-80 quartz Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded spherical and ~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET ~1 seam of gray SILT 2458 Fine to medium sand is rounded moderately spherical and~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is well rounded moderately spherical and ~50-80 quartz Coarse sand is sub-rounded Light brown medium to coarse SAND little fine Sand wellgraded trace very coarse Sand WET interbedded withlight brown to gray SILT some very fine Sand soft WET
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
96256
95756
95081
94806
94206
94006
93506
93256
92756
92256
91756
91456
91256
SP
SP
SP
ML
ML
ML
SP
MLSP
SP
SP
SP
SP
SW-ML
SM
~2 heave
~2 heave
Harder drilling 217
Varved
Harder drilling 223
~2 heave
~1 heave
~2 heave
~1 heave
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
205
210
215
220
225
230
235
240
245
250
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
150
155
160
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105DMW-105DMW-105D SHEETSHEETSHEET OF444 OFOF 444 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290253COORDINATESCOORDINATES N 2290253 E 194438696E 194438696 SURFACE ELEVATION 116502 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
Blow Counts
SAMPLE INFORMATION
Elev
atio
nFe
etRec-Depth feet
165
70
100
100
0-0 13-30
0-0 14-30
0-0 3-12
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand is rounded and spherical Very coarse sand is sub-angular
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded and spherical Coarse sand is sub-angular
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
SSS
SSS
SSS
100002
SP
SP
SP
SP
SP
End of boring - 165bgl
Sample Type
Stra
ta
Lab Sample
DESCRIPTION USCS REMARKS overy
~15 heave 101752
~15 heave 101252
100752
100252
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF111 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116506 N 2290260N 2290260 E 194438617E 194438617COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Mike BrennanMike BrennanMike Brennan
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
11700
4 14 HSA EQUIPMENT CME 1050
11800 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
Dark brown fine to medium SAND some Silt trace Roots and MOIST Sand is well rounded and spherical
SM
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
116081 116031 115956
115756
115256
114756
114256
Driller feels gravelly 113756 material 28 bgl
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
116506
113256
112756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 2 6OF22 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112256
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111756
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111256
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110256
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109581
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109256
Light brown SILT some fine Sand little Clay soft WET 108756
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108456
108256
108081 108056
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107606 107556
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 3 6OF33 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106756
106506
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106256
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105756
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105256
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104756
104456
104256
104006
103756
Light brown SILT some fine Sand soft WET ML
103256
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103006
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102756
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 4 6OF44 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SP
150 SSS 0-0 13-30 70
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand isrounded and spherical Very coarse sand is sub-angular SP
~15 heave 101756
155 SSS 0-0 14-30 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is roundedand spherical Coarse sand is sub-angular SP
~15 heave 101256
160 SSS 0-0 3-12 100
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand isrounded and spherical Coarse sand is sub-angular SP
100756
165 SSS 5-18 20 (5) 80
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
Light brown SILT some fine Sand soft WET Tracelaminations of gray Silt
SP
ML Driller feels clay167 ~15 heave
100256
99956
170
175
180
SSS
SSS
SSS
1-0 2-5
4-8 10-20
4-22 40 (5)
60
90
50
Gray SILT trace Clay medium stiff non-plastic laminatedLaminations are varve like sequences (dark and lightlaminae) Light brown medium to coarse SAND little coarse Sandand fine Gravel little fine Sand well graded WET Fine tomedium sand is rounded and spherical Gravel issub-rounded Light brown medium to coarse SAND poorly gradedSand is rounded and sphericalLight brown to gray SILT some Clay soft WETinterbedded with gray CLAY some fine Sand trace fineGravel soft low plasticity WET Silt ~4 thick Clay 1-2thick Gravel is sub-rounded Light brown to gray SILT little Clay soft WET At 180two inch seam of gray CLAY some fine Sand trace fineGravel stiff WET Gravel is sub-rounded
ML
SW
SP
ML
ML
Harder drillingpossible diamicton
~15 heave
99756
99506
99256
99076
98756
185 SSS 4-7
20-30 (4)
70
Light brown fine to medium SAND some coarse to verycoarse Sand WET interbedded with light gray SILT andCLAY trace fine Gravel Sand ~4seams Silt and Clay ~2seams Fine to medium sand is rounded and sphericalCoarse to very coarse sand is sub-angular
SPCLML
Easier drilling 183 98256
190 SSS 6-12
24-35 40
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sands are rounded spherical and~50-80 Quartz SP
97756
(5)
195 SSS 8-17 40 (5) 70
Light brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET Medium to coarse sandis rounded spherical and 50-80 Quartz Very coarsesand is sub-angular SP
~3 heave 97256
3-8
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is roundedspherical and 50-80 quartz Coarse sand is sub-angular
SP 96756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF555 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
30
90
50
90
80
40
90
70
25
50
35-30 (3)
11-10 21-30 (3)
3-8 16-30 (3)
7-13 28-30 (4)
2-9 31-30 (3)
1-3 3-7
3-5 4-13
3-2 5-13
7-18 30 (5)
3-5 17-25
2-2 4-7
Light brown fine to medium SAND little coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartz Coarse sand is sub-angular to sub-rounded
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartzCoarse sand is sub-rounded to rounded
Light brown to gray SILT some very fine Sand trace Claysoft non-plastic WET
Light brown to gray SILT some very fine Sand trace Claysoft laminated WET Lamination occurs as ~2 thick seam of light brown to gray SILT (lighter) and Clay (darker) stiff
Light brown to gray SILT little to some Clay and fine Sandsoft WET Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 Quartz Coarse sand is sub-rounded
Light brown to gray SILT some very fine Sand softlaminated WET interbedded with light brown fine tomedium SAND trace coarse Sand poorly graded WETSilt seams ~1 thick sand seams ~4 thick ~1 diameter Clast of gray SILT some Clay 2305 Fine to medium sand is rounded with moderate sphericity Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Occasional Silt laminations Fine to medium sand is rounded and spherical with ~50-80 quartz Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded spherical and ~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET ~1 seam of gray SILT 2458 Fine to medium sand is rounded moderately spherical and~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is well rounded moderately spherical and ~50-80 quartz Coarse sand is sub-rounded Light brown medium to coarse SAND little fine Sand wellgraded trace very coarse Sand WET interbedded withlight brown to gray SILT some very fine Sand soft WET
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
96256
95756
95081
94806
94206
94006
93506
93256
92756
92256
91756
91456
91256
SP
SP
SP
ML
ML
ML
SP
MLSP
SP
SP
SP
SP
SW-ML
SM
~2 heave
~2 heave
Harder drilling 217
Varved
Harder drilling 223
~2 heave
~1 heave
~2 heave
~1 heave
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
205
210
215
220
225
230
235
240
245
250
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF111 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
USGSDATUM116506 N 2290260N 2290260 E 194438617E 194438617COORDINATESCOORDINATES
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Mike BrennanMike BrennanMike Brennan
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
11700
4 14 HSA EQUIPMENT CME 1050
11800 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
Typefeet Sample Counts
Dark brown fine to medium SAND some Silt trace Roots and MOIST Sand is well rounded and spherical
SM
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML
SW
SM
SP
SW
SW
SW
SW
SP
116081 116031 115956
115756
115256
114756
114256
Driller feels gravelly 113756 material 28 bgl
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
116506
113256
112756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 2 6OF22 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112256
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111756
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111256
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110256
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109581
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109256
Light brown SILT some fine Sand little Clay soft WET 108756
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108456
108256
108081 108056
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107606 107556
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 3 6OF33 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106756
106506
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106256
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105756
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105256
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104756
104456
104256
104006
103756
Light brown SILT some fine Sand soft WET ML
103256
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103006
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102756
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 4 6OF44 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SP
150 SSS 0-0 13-30 70
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand isrounded and spherical Very coarse sand is sub-angular SP
~15 heave 101756
155 SSS 0-0 14-30 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is roundedand spherical Coarse sand is sub-angular SP
~15 heave 101256
160 SSS 0-0 3-12 100
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand isrounded and spherical Coarse sand is sub-angular SP
100756
165 SSS 5-18 20 (5) 80
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
Light brown SILT some fine Sand soft WET Tracelaminations of gray Silt
SP
ML Driller feels clay167 ~15 heave
100256
99956
170
175
180
SSS
SSS
SSS
1-0 2-5
4-8 10-20
4-22 40 (5)
60
90
50
Gray SILT trace Clay medium stiff non-plastic laminatedLaminations are varve like sequences (dark and lightlaminae) Light brown medium to coarse SAND little coarse Sandand fine Gravel little fine Sand well graded WET Fine tomedium sand is rounded and spherical Gravel issub-rounded Light brown medium to coarse SAND poorly gradedSand is rounded and sphericalLight brown to gray SILT some Clay soft WETinterbedded with gray CLAY some fine Sand trace fineGravel soft low plasticity WET Silt ~4 thick Clay 1-2thick Gravel is sub-rounded Light brown to gray SILT little Clay soft WET At 180two inch seam of gray CLAY some fine Sand trace fineGravel stiff WET Gravel is sub-rounded
ML
SW
SP
ML
ML
Harder drillingpossible diamicton
~15 heave
99756
99506
99256
99076
98756
185 SSS 4-7
20-30 (4)
70
Light brown fine to medium SAND some coarse to verycoarse Sand WET interbedded with light gray SILT andCLAY trace fine Gravel Sand ~4seams Silt and Clay ~2seams Fine to medium sand is rounded and sphericalCoarse to very coarse sand is sub-angular
SPCLML
Easier drilling 183 98256
190 SSS 6-12
24-35 40
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sands are rounded spherical and~50-80 Quartz SP
97756
(5)
195 SSS 8-17 40 (5) 70
Light brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET Medium to coarse sandis rounded spherical and 50-80 Quartz Very coarsesand is sub-angular SP
~3 heave 97256
3-8
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is roundedspherical and 50-80 quartz Coarse sand is sub-angular
SP 96756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF555 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
30
90
50
90
80
40
90
70
25
50
35-30 (3)
11-10 21-30 (3)
3-8 16-30 (3)
7-13 28-30 (4)
2-9 31-30 (3)
1-3 3-7
3-5 4-13
3-2 5-13
7-18 30 (5)
3-5 17-25
2-2 4-7
Light brown fine to medium SAND little coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartz Coarse sand is sub-angular to sub-rounded
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartzCoarse sand is sub-rounded to rounded
Light brown to gray SILT some very fine Sand trace Claysoft non-plastic WET
Light brown to gray SILT some very fine Sand trace Claysoft laminated WET Lamination occurs as ~2 thick seam of light brown to gray SILT (lighter) and Clay (darker) stiff
Light brown to gray SILT little to some Clay and fine Sandsoft WET Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 Quartz Coarse sand is sub-rounded
Light brown to gray SILT some very fine Sand softlaminated WET interbedded with light brown fine tomedium SAND trace coarse Sand poorly graded WETSilt seams ~1 thick sand seams ~4 thick ~1 diameter Clast of gray SILT some Clay 2305 Fine to medium sand is rounded with moderate sphericity Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Occasional Silt laminations Fine to medium sand is rounded and spherical with ~50-80 quartz Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded spherical and ~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET ~1 seam of gray SILT 2458 Fine to medium sand is rounded moderately spherical and~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is well rounded moderately spherical and ~50-80 quartz Coarse sand is sub-rounded Light brown medium to coarse SAND little fine Sand wellgraded trace very coarse Sand WET interbedded withlight brown to gray SILT some very fine Sand soft WET
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
96256
95756
95081
94806
94206
94006
93506
93256
92756
92256
91756
91456
91256
SP
SP
SP
ML
ML
ML
SP
MLSP
SP
SP
SP
SP
SW-ML
SM
~2 heave
~2 heave
Harder drilling 217
Varved
Harder drilling 223
~2 heave
~1 heave
~2 heave
~1 heave
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
205
210
215
220
225
230
235
240
245
250
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 2 6OF22 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SSS 15-22 100 SP
45 SSS 7-16 17-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical SP
Manganese staining 112256
50 SSS 5-11 15-23 100
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical SP
Saturated 50 111756
55 SSS 9-13 13-17 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-rounded
111256
SP
60 SSS 7-9 13-18 50
65 SSS 12-14 19-26 100
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SP
110256
70 SSS 10-12 12-15 100 Light brown SILT some fine Sand little Clay WET
ML 109581
75 SSS 3-4 7-11 100
Light brown SILT some fine Sand little Clay soft WETinterbedded with light brown fine to medium SAND tracecoarse Sand poorly graded WET Silt ~4 seams Sand~2 seams Coarse sand is sub-angular Fine to mediumsand is rounded and spherical
ML-SP
109256
Light brown SILT some fine Sand little Clay soft WET 108756
80
85
SSS
SSS
9-13 16-19
7-12 14-18
100
100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Coarse sand is sub-angularFine to medium sand is rounded and sphericalLight brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand has somereddish staining is rounded and spherical Coarse sand issub-rounded
ML
SP
SP
SM
108456
108256
108081 108056
90 SSS 6-21 40-33 100
Light brown fine to medium SAND some Silt and WETSand is rounded and sphericalLight brown fine to medium SAND some coarse Sandpoorly graded and WET Fine to medium sand is roundedand sphericalLight brown SILT some fine to medium Sand little Clayand WET
SP
ML
SP
107606 107556
Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is well rounded and highly SP-SW 107256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 3 6OF33 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106756
106506
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106256
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105756
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105256
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104756
104456
104256
104006
103756
Light brown SILT some fine Sand soft WET ML
103256
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103006
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102756
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 4 6OF44 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SP
150 SSS 0-0 13-30 70
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand isrounded and spherical Very coarse sand is sub-angular SP
~15 heave 101756
155 SSS 0-0 14-30 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is roundedand spherical Coarse sand is sub-angular SP
~15 heave 101256
160 SSS 0-0 3-12 100
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand isrounded and spherical Coarse sand is sub-angular SP
100756
165 SSS 5-18 20 (5) 80
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
Light brown SILT some fine Sand soft WET Tracelaminations of gray Silt
SP
ML Driller feels clay167 ~15 heave
100256
99956
170
175
180
SSS
SSS
SSS
1-0 2-5
4-8 10-20
4-22 40 (5)
60
90
50
Gray SILT trace Clay medium stiff non-plastic laminatedLaminations are varve like sequences (dark and lightlaminae) Light brown medium to coarse SAND little coarse Sandand fine Gravel little fine Sand well graded WET Fine tomedium sand is rounded and spherical Gravel issub-rounded Light brown medium to coarse SAND poorly gradedSand is rounded and sphericalLight brown to gray SILT some Clay soft WETinterbedded with gray CLAY some fine Sand trace fineGravel soft low plasticity WET Silt ~4 thick Clay 1-2thick Gravel is sub-rounded Light brown to gray SILT little Clay soft WET At 180two inch seam of gray CLAY some fine Sand trace fineGravel stiff WET Gravel is sub-rounded
ML
SW
SP
ML
ML
Harder drillingpossible diamicton
~15 heave
99756
99506
99256
99076
98756
185 SSS 4-7
20-30 (4)
70
Light brown fine to medium SAND some coarse to verycoarse Sand WET interbedded with light gray SILT andCLAY trace fine Gravel Sand ~4seams Silt and Clay ~2seams Fine to medium sand is rounded and sphericalCoarse to very coarse sand is sub-angular
SPCLML
Easier drilling 183 98256
190 SSS 6-12
24-35 40
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sands are rounded spherical and~50-80 Quartz SP
97756
(5)
195 SSS 8-17 40 (5) 70
Light brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET Medium to coarse sandis rounded spherical and 50-80 Quartz Very coarsesand is sub-angular SP
~3 heave 97256
3-8
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is roundedspherical and 50-80 quartz Coarse sand is sub-angular
SP 96756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF555 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
30
90
50
90
80
40
90
70
25
50
35-30 (3)
11-10 21-30 (3)
3-8 16-30 (3)
7-13 28-30 (4)
2-9 31-30 (3)
1-3 3-7
3-5 4-13
3-2 5-13
7-18 30 (5)
3-5 17-25
2-2 4-7
Light brown fine to medium SAND little coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartz Coarse sand is sub-angular to sub-rounded
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartzCoarse sand is sub-rounded to rounded
Light brown to gray SILT some very fine Sand trace Claysoft non-plastic WET
Light brown to gray SILT some very fine Sand trace Claysoft laminated WET Lamination occurs as ~2 thick seam of light brown to gray SILT (lighter) and Clay (darker) stiff
Light brown to gray SILT little to some Clay and fine Sandsoft WET Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 Quartz Coarse sand is sub-rounded
Light brown to gray SILT some very fine Sand softlaminated WET interbedded with light brown fine tomedium SAND trace coarse Sand poorly graded WETSilt seams ~1 thick sand seams ~4 thick ~1 diameter Clast of gray SILT some Clay 2305 Fine to medium sand is rounded with moderate sphericity Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Occasional Silt laminations Fine to medium sand is rounded and spherical with ~50-80 quartz Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded spherical and ~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET ~1 seam of gray SILT 2458 Fine to medium sand is rounded moderately spherical and~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is well rounded moderately spherical and ~50-80 quartz Coarse sand is sub-rounded Light brown medium to coarse SAND little fine Sand wellgraded trace very coarse Sand WET interbedded withlight brown to gray SILT some very fine Sand soft WET
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
96256
95756
95081
94806
94206
94006
93506
93256
92756
92256
91756
91456
91256
SP
SP
SP
ML
ML
ML
SP
MLSP
SP
SP
SP
SP
SW-ML
SM
~2 heave
~2 heave
Harder drilling 217
Varved
Harder drilling 223
~2 heave
~1 heave
~2 heave
~1 heave
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
205
210
215
220
225
230
235
240
245
250
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 3 6OF33 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
95 SSS 3-8 13-17 70
sphericalLight brown medium to coarse SAND little very coarseSand trace fine Sand moderately graded WET Sand isrounded and moderately spherical (continued)
SP-SW
100 SSS 11-29 40 (4) 70
Light brown medium to coarse SAND some fine Sandlittle Silt modeately graded WET Sand is rounded andspherical Light brown SILT some fine to very fine Sand WET
SP-SW
ML
106756
106506
105 SSS 10-17 17-29 100
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Two inch seam of brown SILT somefine Sand little Clay 10575 bgl Fine to medium sand isrounded and moderately spherical Coarse sand issub-rounded
SP
106256
110 SSS 7-16
30-30 (5)
90
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-rounded Sands are~50-70 Quartz SP
105756
115 SSS 7-14
25-30 (3)
60
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded andspherical Coarse sand is sub-angular Sands are~50-70 Quartz SP
105256
120
125
130
SSS
SSS
SSS
8-15 25-30 (4)
0-9 21-22
2-5 7-10
50
60
50
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is sub-roundedto rounded and moderately spherical Coarse sand issub-angular Sands are ~50-70 QuartzLight brown medium to coarse SAND some very coarseSand to fine Gravel little fine Sand moderately gradedWET Sand and gravel are sub-angular to sub-roundedLight brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded andspherical Coarse sand is sub-roundedLight brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET 1 seam of fine Gravelsub-angular to sub-rounded 126 bgl Fine to mediumsand is rounded and spherical Very coarse sand issub-rounded Light brown medium to coarse SAND trace fine Sandpoorly graded WET Sand is rounded and highlyspherical
SP
SP
SP
SP
SP
Drilling easier at 118bgl
104756
104456
104256
104006
103756
Light brown SILT some fine Sand soft WET ML
103256
135 SSS 1-8 8-14 60 Light brown fine to medium SAND trace coarse Sand
poorly graded WET Sand is rounded and spherical SP 103006
140 SSS 2-11 14-20 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Two inch seam of brown SILT some very fine Sand 140 Fine to medium Sand isrounded and spherical Coarse sand is sub-rounded SP
102756
145 SSS 0-3 11-22 80
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET One inch seam of coarse to verycoarse Sand 1458 bgl Fine to medium sand is roundedand spherical Coarse sand is sub-rounded
SP
~15 heave 102256
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 4 6OF44 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SP
150 SSS 0-0 13-30 70
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand isrounded and spherical Very coarse sand is sub-angular SP
~15 heave 101756
155 SSS 0-0 14-30 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is roundedand spherical Coarse sand is sub-angular SP
~15 heave 101256
160 SSS 0-0 3-12 100
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand isrounded and spherical Coarse sand is sub-angular SP
100756
165 SSS 5-18 20 (5) 80
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
Light brown SILT some fine Sand soft WET Tracelaminations of gray Silt
SP
ML Driller feels clay167 ~15 heave
100256
99956
170
175
180
SSS
SSS
SSS
1-0 2-5
4-8 10-20
4-22 40 (5)
60
90
50
Gray SILT trace Clay medium stiff non-plastic laminatedLaminations are varve like sequences (dark and lightlaminae) Light brown medium to coarse SAND little coarse Sandand fine Gravel little fine Sand well graded WET Fine tomedium sand is rounded and spherical Gravel issub-rounded Light brown medium to coarse SAND poorly gradedSand is rounded and sphericalLight brown to gray SILT some Clay soft WETinterbedded with gray CLAY some fine Sand trace fineGravel soft low plasticity WET Silt ~4 thick Clay 1-2thick Gravel is sub-rounded Light brown to gray SILT little Clay soft WET At 180two inch seam of gray CLAY some fine Sand trace fineGravel stiff WET Gravel is sub-rounded
ML
SW
SP
ML
ML
Harder drillingpossible diamicton
~15 heave
99756
99506
99256
99076
98756
185 SSS 4-7
20-30 (4)
70
Light brown fine to medium SAND some coarse to verycoarse Sand WET interbedded with light gray SILT andCLAY trace fine Gravel Sand ~4seams Silt and Clay ~2seams Fine to medium sand is rounded and sphericalCoarse to very coarse sand is sub-angular
SPCLML
Easier drilling 183 98256
190 SSS 6-12
24-35 40
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sands are rounded spherical and~50-80 Quartz SP
97756
(5)
195 SSS 8-17 40 (5) 70
Light brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET Medium to coarse sandis rounded spherical and 50-80 Quartz Very coarsesand is sub-angular SP
~3 heave 97256
3-8
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is roundedspherical and 50-80 quartz Coarse sand is sub-angular
SP 96756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF555 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
30
90
50
90
80
40
90
70
25
50
35-30 (3)
11-10 21-30 (3)
3-8 16-30 (3)
7-13 28-30 (4)
2-9 31-30 (3)
1-3 3-7
3-5 4-13
3-2 5-13
7-18 30 (5)
3-5 17-25
2-2 4-7
Light brown fine to medium SAND little coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartz Coarse sand is sub-angular to sub-rounded
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartzCoarse sand is sub-rounded to rounded
Light brown to gray SILT some very fine Sand trace Claysoft non-plastic WET
Light brown to gray SILT some very fine Sand trace Claysoft laminated WET Lamination occurs as ~2 thick seam of light brown to gray SILT (lighter) and Clay (darker) stiff
Light brown to gray SILT little to some Clay and fine Sandsoft WET Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 Quartz Coarse sand is sub-rounded
Light brown to gray SILT some very fine Sand softlaminated WET interbedded with light brown fine tomedium SAND trace coarse Sand poorly graded WETSilt seams ~1 thick sand seams ~4 thick ~1 diameter Clast of gray SILT some Clay 2305 Fine to medium sand is rounded with moderate sphericity Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Occasional Silt laminations Fine to medium sand is rounded and spherical with ~50-80 quartz Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded spherical and ~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET ~1 seam of gray SILT 2458 Fine to medium sand is rounded moderately spherical and~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is well rounded moderately spherical and ~50-80 quartz Coarse sand is sub-rounded Light brown medium to coarse SAND little fine Sand wellgraded trace very coarse Sand WET interbedded withlight brown to gray SILT some very fine Sand soft WET
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
96256
95756
95081
94806
94206
94006
93506
93256
92756
92256
91756
91456
91256
SP
SP
SP
ML
ML
ML
SP
MLSP
SP
SP
SP
SP
SW-ML
SM
~2 heave
~2 heave
Harder drilling 217
Varved
Harder drilling 223
~2 heave
~1 heave
~2 heave
~1 heave
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
205
210
215
220
225
230
235
240
245
250
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET 4 6OF44 OFOF 66 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260 E 194438617COORDINATESCOORDINATES N 2290260 E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
SAMPLE INFORMATION Rec- DESCRIPTION USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Depth Lab Sample Blow overy
feet Sample Type Counts
SP
150 SSS 0-0 13-30 70
Light brown fine to medium SAND trace coarse to verycoarse Sand poorly graded WET Fine to medium sand isrounded and spherical Very coarse sand is sub-angular SP
~15 heave 101756
155 SSS 0-0 14-30 100
Light brown fine to medium SAND trace coarse Sandpoorly graded and WET Fine to medium sand is roundedand spherical Coarse sand is sub-angular SP
~15 heave 101256
160 SSS 0-0 3-12 100
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand isrounded and spherical Coarse sand is sub-angular SP
100756
165 SSS 5-18 20 (5) 80
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Coarse sand is sub-rounded
Light brown SILT some fine Sand soft WET Tracelaminations of gray Silt
SP
ML Driller feels clay167 ~15 heave
100256
99956
170
175
180
SSS
SSS
SSS
1-0 2-5
4-8 10-20
4-22 40 (5)
60
90
50
Gray SILT trace Clay medium stiff non-plastic laminatedLaminations are varve like sequences (dark and lightlaminae) Light brown medium to coarse SAND little coarse Sandand fine Gravel little fine Sand well graded WET Fine tomedium sand is rounded and spherical Gravel issub-rounded Light brown medium to coarse SAND poorly gradedSand is rounded and sphericalLight brown to gray SILT some Clay soft WETinterbedded with gray CLAY some fine Sand trace fineGravel soft low plasticity WET Silt ~4 thick Clay 1-2thick Gravel is sub-rounded Light brown to gray SILT little Clay soft WET At 180two inch seam of gray CLAY some fine Sand trace fineGravel stiff WET Gravel is sub-rounded
ML
SW
SP
ML
ML
Harder drillingpossible diamicton
~15 heave
99756
99506
99256
99076
98756
185 SSS 4-7
20-30 (4)
70
Light brown fine to medium SAND some coarse to verycoarse Sand WET interbedded with light gray SILT andCLAY trace fine Gravel Sand ~4seams Silt and Clay ~2seams Fine to medium sand is rounded and sphericalCoarse to very coarse sand is sub-angular
SPCLML
Easier drilling 183 98256
190 SSS 6-12
24-35 40
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Sands are rounded spherical and~50-80 Quartz SP
97756
(5)
195 SSS 8-17 40 (5) 70
Light brown medium to coarse SAND trace to little verycoarse Sand poorly graded WET Medium to coarse sandis rounded spherical and 50-80 Quartz Very coarsesand is sub-angular SP
~3 heave 97256
3-8
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is roundedspherical and 50-80 quartz Coarse sand is sub-angular
SP 96756
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF555 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
30
90
50
90
80
40
90
70
25
50
35-30 (3)
11-10 21-30 (3)
3-8 16-30 (3)
7-13 28-30 (4)
2-9 31-30 (3)
1-3 3-7
3-5 4-13
3-2 5-13
7-18 30 (5)
3-5 17-25
2-2 4-7
Light brown fine to medium SAND little coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartz Coarse sand is sub-angular to sub-rounded
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartzCoarse sand is sub-rounded to rounded
Light brown to gray SILT some very fine Sand trace Claysoft non-plastic WET
Light brown to gray SILT some very fine Sand trace Claysoft laminated WET Lamination occurs as ~2 thick seam of light brown to gray SILT (lighter) and Clay (darker) stiff
Light brown to gray SILT little to some Clay and fine Sandsoft WET Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 Quartz Coarse sand is sub-rounded
Light brown to gray SILT some very fine Sand softlaminated WET interbedded with light brown fine tomedium SAND trace coarse Sand poorly graded WETSilt seams ~1 thick sand seams ~4 thick ~1 diameter Clast of gray SILT some Clay 2305 Fine to medium sand is rounded with moderate sphericity Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Occasional Silt laminations Fine to medium sand is rounded and spherical with ~50-80 quartz Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded spherical and ~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET ~1 seam of gray SILT 2458 Fine to medium sand is rounded moderately spherical and~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is well rounded moderately spherical and ~50-80 quartz Coarse sand is sub-rounded Light brown medium to coarse SAND little fine Sand wellgraded trace very coarse Sand WET interbedded withlight brown to gray SILT some very fine Sand soft WET
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
96256
95756
95081
94806
94206
94006
93506
93256
92756
92256
91756
91456
91256
SP
SP
SP
ML
ML
ML
SP
MLSP
SP
SP
SP
SP
SW-ML
SM
~2 heave
~2 heave
Harder drilling 217
Varved
Harder drilling 223
~2 heave
~1 heave
~2 heave
~1 heave
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
205
210
215
220
225
230
235
240
245
250
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF555 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
30
90
50
90
80
40
90
70
25
50
35-30 (3)
11-10 21-30 (3)
3-8 16-30 (3)
7-13 28-30 (4)
2-9 31-30 (3)
1-3 3-7
3-5 4-13
3-2 5-13
7-18 30 (5)
3-5 17-25
2-2 4-7
Light brown fine to medium SAND little coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartz Coarse sand is sub-angular to sub-rounded
Light brown fine to medium SAND trace to little coarseSand poorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 quartzCoarse sand is sub-rounded to rounded
Light brown to gray SILT some very fine Sand trace Claysoft non-plastic WET
Light brown to gray SILT some very fine Sand trace Claysoft laminated WET Lamination occurs as ~2 thick seam of light brown to gray SILT (lighter) and Clay (darker) stiff
Light brown to gray SILT little to some Clay and fine Sandsoft WET Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded moderately spherical and ~50-80 Quartz Coarse sand is sub-rounded
Light brown to gray SILT some very fine Sand softlaminated WET interbedded with light brown fine tomedium SAND trace coarse Sand poorly graded WETSilt seams ~1 thick sand seams ~4 thick ~1 diameter Clast of gray SILT some Clay 2305 Fine to medium sand is rounded with moderate sphericity Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Occasional Silt laminations Fine to medium sand is rounded and spherical with ~50-80 quartz Coarse sand is sub-rounded Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is rounded spherical and ~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET ~1 seam of gray SILT 2458 Fine to medium sand is rounded moderately spherical and~50-80 quartz Coarse sand is sub-rounded
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium sand is well rounded moderately spherical and ~50-80 quartz Coarse sand is sub-rounded Light brown medium to coarse SAND little fine Sand wellgraded trace very coarse Sand WET interbedded withlight brown to gray SILT some very fine Sand soft WET
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
96256
95756
95081
94806
94206
94006
93506
93256
92756
92256
91756
91456
91256
SP
SP
SP
ML
ML
ML
SP
MLSP
SP
SP
SP
SP
SW-ML
SM
~2 heave
~2 heave
Harder drilling 217
Varved
Harder drilling 223
~2 heave
~1 heave
~2 heave
~1 heave
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
205
210
215
220
225
230
235
240
245
250
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105LMW-105LMW-105L SHEETSHEETSHEET OF666 OFOF 666 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290260COORDINATESCOORDINATES N 2290260 E 194438617E 194438617 SURFACE ELEVATION 116506 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Mike BrennanMike BrennanMike Brennan
80
60
80
0-0 0-0
1-0 0-10
0-0 28-25
4-13 28-28
Sand ~4 seams Silt ~1 seams Medium to coarse sand is rounded and moderately spherical Very coarse sand issub-rounded Light brown fine to medium SAND some Silt trace to littlecoarse Sand Sand is sub-angular (continued)Light brown to gray fine SAND and CLAY trace to littlevery coarse Sand to fine Gravel very soft non-plasticGravel is sub-angular Material becomes stiffer 257 Light brown to gray fine to coarse SAND and CLAY littleSilt trace to little fine to medium Gravel very soft WETGravel is sub-angular Light brown to gray CLAY some fine to medium Sand andSilt trace fine Gravel to very coarse Sand soft lowplasticity WET interbedded with light brown to gray SILTsome fine Sand little ClayLight brown medium to coarse SAND some fine Sandlittle very coarse Sand to fine Gravel Gravel is sub-rounded Light brown to gray CLAY some fine to medium Sandlittle Silt trace to little fine to medium Gravel stiff DRY Gravel is sub-rounded Light brown fine to coarse SAND little Silt trace ClayWET Sand is rounded spherical and 80-90 quartzClay occurs as gravel size clastsGrayish brown very fine to medium SAND some SiltWET Sand is rounded spherical and 80-90 quartz
SSS
SSS
SSS
SSS
91006
90756
90256
89936 89926 89756
89576
89406
SM
SCCL
SCCL
MLCL
SP CL
SW
SM
Hammer never drove split spoon veryunconsolidated unit Drove spoon further toget sample (254-257)
11-8 Phil Odenkirk took over logging269 through wellconstruction End of boring - 271bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
255
260
265
270
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 MW-105SBORING NOBORING NOBORING NO MW-105SMW-105S OF11SHEETSHEETSHEET OF1 OF 222 East Lansing MI 48823 GSWA Spring Hill Camp Phase IIIPROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 Osceola Township MILOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MI
USGSDATUM116453 COORDINATESCOORDINATES N 2290245N 2290245 E 194438799E 194438799
SURFACE ELEVATION
PROJECT NOPROJECT NOPROJECT NO
LOGGED BYLOGGED BYLOGGED BY
4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead
DRILLING CONTRACTOR Stearns
LOCATION DESCRIPTION
DRILLING STARTED
DRILLING METHOD
112000
4 14 HSA EQUIPMENT CME 1050
112000 ENDED
STRATA KEY SAND SILT
CLAY CLAYEY SAND
GRAVEL SILTY SAND
Depth Lab Sample Blow
SAMPLE INFORMATION Rec- DESCRIPTION
Typefeet Sample Counts overy
USCS
Stra
ta
REMARKS
Elev
atio
nFe
et
Dark brown fine to medium SAND some Silt trace Roots No samples taken 116453 and MOIST Sand is well rounded and spherical during MW-105S
SM drilling Lithology andsample informationbased on MW-105L
90
100
100
100
60
10
100
Light brown to tan fine SAND poorly graded MOISTSand is rounded and sphericalLight brown to gray SILT some fine Sand MOISTLight brown medium to coarse SAND little very coarseSand trace fine Sand well graded MOIST Fine to coarse sand is well rounded and spherical Very coarse sand issub-angularBrown fine to very fine SAND some Silt little fine tomedium Gravel MOIST Seam of Silty CLAY 107 (~2)Gravel is sub-angular Sand is rounded and spherical Tan to light brown medium to coarse SAND trace verycoarse Sand poorly graded and MOIST Lense of brown Clay 1575 (~2 thick) Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace verycoarse Sand moderately graded trace reddish brownlaminations Sand is rounded and spherical
Light brown fine to very fine SAND trace very coarseSand trace Silt moderately graded MOIST
Light brown fine to medium SAND some coarse Sandtrace fine Gravel well graded MOIST Sand is rounded and spherical Gravel is sub-angular
Tan medium SAND trace coarse Sand trace Silt laminations well graded MOIST Coarse sand is sub-angular Medium sand is well rounded and highlyspherical
Tan medium SAND trace coarse Sand poorly gradedMOIST Coarse sand is sub-angular Medium Sand is highly spherical
SP ML SW
SM
SP
SW
SW
SW
SW
SP
boring log
Driller feels gravellymaterial 28 bgl
116028 115978 115903
115703
115203
114703
114203
113703
5
10
15
20
25
30
35
SSS
SSS
SSS
SSS
SSS
SSS
SSS
1-1 2-2
7-13 13-17
2-3 6-7
5-6 8-6
6-11 13-9
0-0 40 (3)
8-12 15-20
8-13
113203
112703
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-105SMW-105SMW-105S SHEETSHEETSHEET OF222 OFOF 222 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2290245COORDINATESCOORDINATES N 2290245 E 194438799E 194438799 SURFACE ELEVATION 116453 DATUM USGS LOGGED BYLOGGED BYLOGGED BY Bobbi McCleadBobbi McCleadBobbi McClead
100
100
100
100
50
15-22
7-16 17-23
5-11 15-23
9-13 13-17
7-9 13-18
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace (lt1 cm) laminations black incolor MOIST Sand is rounded and spherical
Tan to light brown medium to coarse SAND trace fineSand poorly graded trace laminations (lt2 cm thickness) ofSilt WET 50 bgl Sand is rounded and spherical
Light brown fine to medium SAND trace coarse Sandpoorly graded WET Fine to medium Sand is rounded and spherical Coarse sand is sub-rounded
Light brown fine to medium SAND trace very fine Sandpoorly graded WET Sand is rounded and moderatelyspherical
SSS
SSS
SSS
SSS
SSS
112203
111703
111203
110203
109953
SP
SP
SP
SP
SP
Manganese staining
Saturated 50
End of boring - 65 bgl
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
45
50
55
60
65
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
1500 Abbott Road Suite 210 BORING NOBORING NOBORING NO MW-106DMW-106DMW-106D SHEETSHEETSHEET OF111 OFOF 555 East Lansing MI 48823
PROJECTPROJECTPROJECT GSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIIGSWA Spring Hill Camp Phase IIITelephone (517) 337-0111Fax (517) 337-0417 LOCATIONLOCATIONLOCATION Osceola Township MIOsceola Township MIOsceola Township MI
PROJECT NOPROJECT NOPROJECT NO 4065-0054065-0054065-005N 2299362COORDINATESCOORDINATES N 2299362 E 194426331E 194426331 SURFACE ELEVATION 118375 DATUM USGS LOGGED BYLOGGED BYLOGGED BY GFPOGFPOGFPO
SSS
SSS
SSS
SSS
SSS
SSS
SSS
SSS
Drillers indicate cobbles
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
Elevation of change inlithology indicated bydrillers
No recovery in 19-21split spoon sampleRock in tip of spoon
10
100
100
100
0
100
100
100
4-4 4-6
5-6 6-8
1-2 2-4
5-7 16-8
------
5-9 10-11
14-20 37-25
21-34 60 for 5--
9-20
Light brown to brown fine to medium SAND some Silttrace coarse Sand poorly graded
Brown Silty CLAY some fine to medium Sand tracecoarse Sand stiff low plasticity massive MOIST Sand is matrix supported
Gray Silty CLAY some fine to coarse Sand some fineGravel medium stiff low plasticity massive MOIST Sand is matrix supported
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST TO WET
Brown fine to medium SAND some Silt some Clay tracecoarse Sand medium dense MOIST
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to med sand is well rounded with moderate sphericityand ~70-80 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine sand is well rounded with moderate sphericityand ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine SAND some medium Sand trace coarseSand trace fine Gravel loose poorly graded massiveDRY Fine to medium sand is well rounded with moderate sphericity and ~70-80 quartz Coarse fraction is sub-rounded with low sphericity and ~10 quartz
Light brown fine to medium SAND trace to some coarseSand trace fine Gravel loose well graded massive DRYFine to medium sand is well rounded with moderate
118375
118075
117625
117125
116875
116375
115625
115125
114625
SM
CL-ML
CL-ML
SC
SC
SW
SP
SP
SW
5
10
15
20
25
30
35
Sample Type
USCS
Stra
ta
Lab Sample
DESCRIPTIONBlow Counts
SAMPLE INFORMATION
REMARKS
Elev
atio
nFe
etRec-overy
Depth feet
EQUIPMENT
DRILLING STARTED
GRAVEL
DRILLING CONTRACTOR
DRILLING METHOD Stearns
CLAY
SILT
11200 STRATA KEY
SAND
CME 95
CLAYEY SAND
SILTY SAND
11700
4 14 HSA ENDED
LOCATION DESCRIPTION
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