1500 abbott road, suite 210 boring no.boring no. mw … · sss sss sss sss sss sss sss sss 1147.89...

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


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


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


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



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


DRILLING METHOD

11200 DRILLING STARTED 4 14 HSA CME 1050

11600

EQUIPMENT

ENDED

STRATA KEY SAND SILT

CLAY CLAYEY SAND

GRAVEL SILTY SAND


Elev

atio

nFe

et

Stra

ta


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




Stra

ta

REMARKS

Elev

atio

nFe

et



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 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


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





Stra

ta

REMARKS

Elev

atio

nFe

et



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





Stra

ta

REMARKS

Elev

atio

nFe

et



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


~3 heave 97085

(3)

185 SSS 0-6

26-40 60


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




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



LOCATION DESCRIPTION USGSDATUM114809

N 2282389N 2282389 E 194426311E 194426311COORDINATESCOORDINATES

SURFACE ELEVATION



4065-0054065-0054065-005 Larry JordanLarry JordanLarry Jordan

DRILLING STARTED

DRILLING METHOD

111600

4 14 HSA EQUIPMENT CME 1050

111600 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Elev

atio

nFe

et

Stra

ta

REMARKSDepth Lab Sample Blow overy










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





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



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


Stra

ta

REMARKS

Elev

atio

nFe

et



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


45 SSS 8-11 14-13 100 SP

50 SSS 30-40 15-16 40


110059

55 SSS 4-15 30-34 100



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


SP

SWGW

SP

ML


107559

107309 107259

107009

85 SSS 1-2 17-42 60


SW

Driller feels sand 83 bgl ~1 heave

106509

90 SSS 0-5 8-13 90


SP

~2 heave 106059



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


Stra

ta

REMARKS

Elev

atio

nFe

et



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


ML


105059



104719

104559

105 SSS 7-11 20-27 90 SM

110 SSS 10-28 30-30 100


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


103559

120 SSS 5-14

30-33 10


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


102059

101809




SURFACE ELEVATION



4065-0054065-0054065-005 Bobbi McCleadBobbi McCleadBobbi McClead



DRILLING STARTED

DRILLING METHOD

111700


111700 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND

Depth Lab Sample Blow


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



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


Stra

ta

REMARKS

Elev

atio

nFe

et



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





Stra

ta

REMARKS

Elev

atio

nFe

et



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



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



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

11700


11800 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Stra

ta

REMARKS

Elev

atio

nFe

et



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







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




Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111756

55 SSS 9-13 13-17 100


111256

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110256


ML 109581

75 SSS 3-4 7-11 100


ML-SP

109256


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108456

108256

108081 108056

90 SSS 6-21 40-33 100


SP

ML

SP

107606 107556






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106756

106506

105 SSS 10-17 17-29 100


SP

106256

110 SSS 7-16

30-30 (5)

90


105756

115 SSS 7-14

25-30 (3)

60


105256

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104756

104456

104256

104006

103756


103256



140 SSS 2-11 14-20 100


102756

145 SSS 0-3 11-22 80


SP

~15 heave 102256





Stra

ta

REMARKS

Elev

atio

nFe

et



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 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




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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

205

210

215

220

225

230

235

240

245

250




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


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






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




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


90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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



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


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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65



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



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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED





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


WET at 35 bgl

Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

111400 STRATA KEY

SAND

CME 1050

CLAYEY SAND

SILTY SAND

111400

4 14 HSA ENDED


5

10

15

20

25

30

35





Stra

ta

REMARKS

Elev

atio

nFe

et




SP 45 SSS 3-4

8-14


50 SSS 4-6 9-12


SW

109739

SP

55

60

SSS

SSS

6-17 26-24

10-14 38-30


CL-ML

SP

SP

109339 109264

109039

65 SSS 18-27 100 5--


SC 108289

70 SSS



108039

SP


and WET GW 107239


80 SSS 6-8 12-30


SP


106339


90


SW





SURFACE ELEVATION






DRILLING METHOD


11600

EQUIPMENT

ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Elev

atio

nFe

et

Stra

ta











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




Wet at 39 bgl

114835 114785

114535

114335

114085

113835 113785 113635

113185

112585

112085

111585

111395

111085

8-11





Stra

ta

REMARKS

Elev

atio

nFe

et



45

SSS

SSS

14-14

8-11 14-13

80

100


SP

SP


50 SSS 30-40 15-16 40


110085

55 SSS 4-15 30-34 100



60

65

70

SSS

SSS

SSS

3-9 18-19

12-15 17-23

5-11 16-23

100

100

90





ML

SM

SP

ML

SW

109135

108835

108585

108255

108085

75

80

10-12 22-27

17-34 50 (5)

SSS

SSS

100

70


SP

SWGW

SP

ML


107585

107335 107285

107035

85 SSS 1-2 17-42 60


SW


90 SSS 0-5 8-13 90


SP

~2 heave 106085





Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 7-10 16-20 90


100 SSS 4-11 20-32 75


ML


105085



104745

104585

105 SSS 7-11 20-27 90 SM

110 SSS 10-28 30-30 100


ML

104085

(3)

115 SSS 0-0 4-4 50



103585

120 SSS 5-14

30-33 10


103085

(3)

125 SSS 5-9 20-25 50


SP

SW

~2 heave 102585

102335

130 SSS 3-10 27-40 80


~4 heave 102085

135 SSS 7-8

18-30 (3)

10


SW

~2 heave 101585

140 SSS 10-15 30-34 70


145 SSS 10-22 50 (3) 50


SW

SW

~2 heave

~1 heave

100755

100585





Stra

ta

REMARKS

Elev

atio

nFe

et




150 SSS 531-30 (3)

SW

155 SSS 2-10

25-30 (3)

80


SW

SW

~12 heave 99585

99335


~1 heave 99085



SW ML

ML

98835 98745

98585



~1 heave 98405

170 SSS 2-6

19-30 20


~1 heave 98085

(5)

175 SSS 0-6

36-30 50


~4 heave 97585

(2)

180 SSS 0-4

23-40 10


~3 heave 97085

(3)

185 SSS 0-6

26-40 60


96585

(3)

190 SSS 0-4 21-65 50


96085

SP

195

3-8


SW

~1 heave 95335





Stra

ta

REMARKS

Elev

atio

nFe

et


SSS 40-30 70

(3) SW

205 SSS 9-17

24-30 (2)

70


SW

~2 heave 94585

210 SSS 3-16

28-30 (3)

100


SW

ML

~1 heave 94085

93835

215 SSS 11-5 5-15 60


SP

CL


93535

93335

220 SSS -10 15-15 60


CLCH

CL


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


ML

CLML

SP

CL

CL

CL


Feel sand 228

~1 heave


~1 heave


92255

92035

91585

91335

91085

90785 90735

245 SSS 11-24 50 50


SC

250 SSS 12-18 27-30 (3)


SW


90085

89735






SURFACE ELEVATION




DRILLING STARTED

DRILLING METHOD

111600


111600 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Elev

atio

nFe

et

Stra

ta











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





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





Stra

ta

REMARKS

Elev

atio

nFe

et




SP



45 SSS 8-11 14-13 100 SP

50 SSS 30-40 15-16 40


110059

55 SSS 4-15 30-34 100






high sphericity

65 SSS 12-15 17-23 100


108559


70 SSS 5-11 16-23 90


108059

75

80

SSS

SSS

10-12 22-27

17-34 50 (5)

100

70


SP

SWGW

SP

ML


107559

107309 107259

107009

85 SSS 1-2 17-42 60


SW


106509

90 SSS 0-5 8-13 90


SP

~2 heave 106059





Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 7-10 16-20 90


100 SSS 4-11 20-32 75


ML


105059



104719

104559

105 SSS 7-11 20-27 90 SM

110 SSS 10-28 30-30 100


ML

104059

(3)

115 SSS 0-0 4-4 50



103559

120 SSS 5-14

30-33 10


103059

(3)

125 SSS 5-9 20-25 50


SP

SW

~2 heave 102559

102309

130


SP ~4 heave


102059

101809




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

111700


111700 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

boring log


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111752

55 SSS 9-13 13-17 100


111252

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110252


ML 109577

75 SSS 3-4 7-11 100


ML-SP

109252


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108452

108252

108077 108052

90 SSS 6-21 40-33 100


SP

ML

SP

107602 107552






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106752

106502

105 SSS 10-17 17-29 100


SP

106252

110 SSS 7-16

30-30 (5)

90


105752

115 SSS 7-14

25-30 (3)

60


105252

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104752

104452

104252

104002

103752


103252



140 SSS 2-11 14-20 100


102752

145 SSS 0-3 11-22 80


SP

~15 heave 102252

150

155

160




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





SSS

SSS

SSS

100002

SP

SP

SP

SP

SP


Sample Type

Stra

ta

Lab Sample


~15 heave 101752

~15 heave 101252

100752

100252




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

11700


11800 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Stra

ta

REMARKS

Elev

atio

nFe

et




SM

90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

116081 116031 115956

115756

115256

114756

114256


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111756

55 SSS 9-13 13-17 100


111256

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110256


ML 109581

75 SSS 3-4 7-11 100


ML-SP

109256


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108456

108256

108081 108056

90 SSS 6-21 40-33 100


SP

ML

SP

107606 107556






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106756

106506

105 SSS 10-17 17-29 100


SP

106256

110 SSS 7-16

30-30 (5)

90


105756

115 SSS 7-14

25-30 (3)

60


105256

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104756

104456

104256

104006

103756


103256



140 SSS 2-11 14-20 100


102756

145 SSS 0-3 11-22 80


SP

~15 heave 102256





Stra

ta

REMARKS

Elev

atio

nFe

et



SP

150 SSS 0-0 13-30 70


~15 heave 101756

155 SSS 0-0 14-30 100


~15 heave 101256

160 SSS 0-0 3-12 100


100756

165 SSS 5-18 20 (5) 80



SP


100256

99956

170

175

180

SSS

SSS

SSS

1-0 2-5

4-8 10-20

4-22 40 (5)

60

90

50


ML

SW

SP

ML

ML


~15 heave

99756

99506

99256

99076

98756

185 SSS 4-7

20-30 (4)

70


SPCLML


190 SSS 6-12

24-35 40


97756

(5)

195 SSS 8-17 40 (5) 70


~3 heave 97256

3-8


SP 96756




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









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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

205

210

215

220

225

230

235

240

245

250




80

60

80

0-0 0-0

1-0 0-10

0-0 28-25

4-13 28-28


SSS

SSS

SSS

SSS

91006

90756

90256

89936 89926 89756

89576

89406

SM

SCCL

SCCL

MLCL

SP CL

SW

SM



Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

255

260

265

270



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED






Stra

ta

REMARKS

Elev

atio

nFe

et




SP 45 SSS 3-4

8-14


50 SSS 4-6 9-12


SW

109739

SP

55

60

SSS

SSS

6-17 26-24

10-14 38-30


CL-ML

SP

SP

109339 109264

109039

65 SSS 18-27 100 5--


SC 108289

70 SSS



108039

SP


and WET GW 107239


80 SSS 6-8 12-30


SP


106339


90


SW





SURFACE ELEVATION






DRILLING METHOD


11600

EQUIPMENT

ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Elev

atio

nFe

et

Stra

ta











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




Wet at 39 bgl

114835 114785

114535

114335

114085

113835 113785 113635

113185

112585

112085

111585

111395

111085

8-11





Stra

ta

REMARKS

Elev

atio

nFe

et



45

SSS

SSS

14-14

8-11 14-13

80

100


SP

SP


50 SSS 30-40 15-16 40


110085

55 SSS 4-15 30-34 100



60

65

70

SSS

SSS

SSS

3-9 18-19

12-15 17-23

5-11 16-23

100

100

90





ML

SM

SP

ML

SW

109135

108835

108585

108255

108085

75

80

10-12 22-27

17-34 50 (5)

SSS

SSS

100

70


SP

SWGW

SP

ML


107585

107335 107285

107035

85 SSS 1-2 17-42 60


SW


90 SSS 0-5 8-13 90


SP

~2 heave 106085





Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 7-10 16-20 90


100 SSS 4-11 20-32 75


ML


105085



104745

104585

105 SSS 7-11 20-27 90 SM

110 SSS 10-28 30-30 100


ML

104085

(3)

115 SSS 0-0 4-4 50



103585

120 SSS 5-14

30-33 10


103085

(3)

125 SSS 5-9 20-25 50


SP

SW

~2 heave 102585

102335

130 SSS 3-10 27-40 80


~4 heave 102085

135 SSS 7-8

18-30 (3)

10


SW

~2 heave 101585

140 SSS 10-15 30-34 70


145 SSS 10-22 50 (3) 50


SW

SW

~2 heave

~1 heave

100755

100585





Stra

ta

REMARKS

Elev

atio

nFe

et




150 SSS 531-30 (3)

SW

155 SSS 2-10

25-30 (3)

80


SW

SW

~12 heave 99585

99335


~1 heave 99085



SW ML

ML

98835 98745

98585



~1 heave 98405

170 SSS 2-6

19-30 20


~1 heave 98085

(5)

175 SSS 0-6

36-30 50


~4 heave 97585

(2)

180 SSS 0-4

23-40 10


~3 heave 97085

(3)

185 SSS 0-6

26-40 60


96585

(3)

190 SSS 0-4 21-65 50


96085

SP

195

3-8


SW

~1 heave 95335





Stra

ta

REMARKS

Elev

atio

nFe

et


SSS 40-30 70

(3) SW

205 SSS 9-17

24-30 (2)

70


SW

~2 heave 94585

210 SSS 3-16

28-30 (3)

100


SW

ML

~1 heave 94085

93835

215 SSS 11-5 5-15 60


SP

CL


93535

93335

220 SSS -10 15-15 60


CLCH

CL


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


ML

CLML

SP

CL

CL

CL


Feel sand 228

~1 heave


~1 heave


92255

92035

91585

91335

91085

90785 90735

245 SSS 11-24 50 50


SC

250 SSS 12-18 27-30 (3)


SW


90085

89735






SURFACE ELEVATION




DRILLING STARTED

DRILLING METHOD

111600


111600 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Elev

atio

nFe

et

Stra

ta











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





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





Stra

ta

REMARKS

Elev

atio

nFe

et




SP



45 SSS 8-11 14-13 100 SP

50 SSS 30-40 15-16 40


110059

55 SSS 4-15 30-34 100






high sphericity

65 SSS 12-15 17-23 100


108559


70 SSS 5-11 16-23 90


108059

75

80

SSS

SSS

10-12 22-27

17-34 50 (5)

100

70


SP

SWGW

SP

ML


107559

107309 107259

107009

85 SSS 1-2 17-42 60


SW


106509

90 SSS 0-5 8-13 90


SP

~2 heave 106059





Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 7-10 16-20 90


100 SSS 4-11 20-32 75


ML


105059



104719

104559

105 SSS 7-11 20-27 90 SM

110 SSS 10-28 30-30 100


ML

104059

(3)

115 SSS 0-0 4-4 50



103559

120 SSS 5-14

30-33 10


103059

(3)

125 SSS 5-9 20-25 50


SP

SW

~2 heave 102559

102309

130


SP ~4 heave


102059

101809




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

111700


111700 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

boring log


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111752

55 SSS 9-13 13-17 100


111252

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110252


ML 109577

75 SSS 3-4 7-11 100


ML-SP

109252


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108452

108252

108077 108052

90 SSS 6-21 40-33 100


SP

ML

SP

107602 107552






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106752

106502

105 SSS 10-17 17-29 100


SP

106252

110 SSS 7-16

30-30 (5)

90


105752

115 SSS 7-14

25-30 (3)

60


105252

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104752

104452

104252

104002

103752


103252



140 SSS 2-11 14-20 100


102752

145 SSS 0-3 11-22 80


SP

~15 heave 102252

150

155

160




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





SSS

SSS

SSS

100002

SP

SP

SP

SP

SP


Sample Type

Stra

ta

Lab Sample


~15 heave 101752

~15 heave 101252

100752

100252




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

11700


11800 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Stra

ta

REMARKS

Elev

atio

nFe

et




SM

90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

116081 116031 115956

115756

115256

114756

114256


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111756

55 SSS 9-13 13-17 100


111256

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110256


ML 109581

75 SSS 3-4 7-11 100


ML-SP

109256


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108456

108256

108081 108056

90 SSS 6-21 40-33 100


SP

ML

SP

107606 107556






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106756

106506

105 SSS 10-17 17-29 100


SP

106256

110 SSS 7-16

30-30 (5)

90


105756

115 SSS 7-14

25-30 (3)

60


105256

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104756

104456

104256

104006

103756


103256



140 SSS 2-11 14-20 100


102756

145 SSS 0-3 11-22 80


SP

~15 heave 102256





Stra

ta

REMARKS

Elev

atio

nFe

et



SP

150 SSS 0-0 13-30 70


~15 heave 101756

155 SSS 0-0 14-30 100


~15 heave 101256

160 SSS 0-0 3-12 100


100756

165 SSS 5-18 20 (5) 80



SP


100256

99956

170

175

180

SSS

SSS

SSS

1-0 2-5

4-8 10-20

4-22 40 (5)

60

90

50


ML

SW

SP

ML

ML


~15 heave

99756

99506

99256

99076

98756

185 SSS 4-7

20-30 (4)

70


SPCLML


190 SSS 6-12

24-35 40


97756

(5)

195 SSS 8-17 40 (5) 70


~3 heave 97256

3-8


SP 96756




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









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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

205

210

215

220

225

230

235

240

245

250




80

60

80

0-0 0-0

1-0 0-10

0-0 28-25

4-13 28-28


SSS

SSS

SSS

SSS

91006

90756

90256

89936 89926 89756

89576

89406

SM

SCCL

SCCL

MLCL

SP CL

SW

SM



Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

255

260

265

270



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED





SURFACE ELEVATION






DRILLING METHOD


11600

EQUIPMENT

ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Elev

atio

nFe

et

Stra

ta











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




Wet at 39 bgl

114835 114785

114535

114335

114085

113835 113785 113635

113185

112585

112085

111585

111395

111085

8-11





Stra

ta

REMARKS

Elev

atio

nFe

et



45

SSS

SSS

14-14

8-11 14-13

80

100


SP

SP


50 SSS 30-40 15-16 40


110085

55 SSS 4-15 30-34 100



60

65

70

SSS

SSS

SSS

3-9 18-19

12-15 17-23

5-11 16-23

100

100

90





ML

SM

SP

ML

SW

109135

108835

108585

108255

108085

75

80

10-12 22-27

17-34 50 (5)

SSS

SSS

100

70


SP

SWGW

SP

ML


107585

107335 107285

107035

85 SSS 1-2 17-42 60


SW


90 SSS 0-5 8-13 90


SP

~2 heave 106085





Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 7-10 16-20 90


100 SSS 4-11 20-32 75


ML


105085



104745

104585

105 SSS 7-11 20-27 90 SM

110 SSS 10-28 30-30 100


ML

104085

(3)

115 SSS 0-0 4-4 50



103585

120 SSS 5-14

30-33 10


103085

(3)

125 SSS 5-9 20-25 50


SP

SW

~2 heave 102585

102335

130 SSS 3-10 27-40 80


~4 heave 102085

135 SSS 7-8

18-30 (3)

10


SW

~2 heave 101585

140 SSS 10-15 30-34 70


145 SSS 10-22 50 (3) 50


SW

SW

~2 heave

~1 heave

100755

100585





Stra

ta

REMARKS

Elev

atio

nFe

et




150 SSS 531-30 (3)

SW

155 SSS 2-10

25-30 (3)

80


SW

SW

~12 heave 99585

99335


~1 heave 99085



SW ML

ML

98835 98745

98585



~1 heave 98405

170 SSS 2-6

19-30 20


~1 heave 98085

(5)

175 SSS 0-6

36-30 50


~4 heave 97585

(2)

180 SSS 0-4

23-40 10


~3 heave 97085

(3)

185 SSS 0-6

26-40 60


96585

(3)

190 SSS 0-4 21-65 50


96085

SP

195

3-8


SW

~1 heave 95335





Stra

ta

REMARKS

Elev

atio

nFe

et


SSS 40-30 70

(3) SW

205 SSS 9-17

24-30 (2)

70


SW

~2 heave 94585

210 SSS 3-16

28-30 (3)

100


SW

ML

~1 heave 94085

93835

215 SSS 11-5 5-15 60


SP

CL


93535

93335

220 SSS -10 15-15 60


CLCH

CL


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


ML

CLML

SP

CL

CL

CL


Feel sand 228

~1 heave


~1 heave


92255

92035

91585

91335

91085

90785 90735

245 SSS 11-24 50 50


SC

250 SSS 12-18 27-30 (3)


SW


90085

89735






SURFACE ELEVATION




DRILLING STARTED

DRILLING METHOD

111600


111600 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Elev

atio

nFe

et

Stra

ta











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





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





Stra

ta

REMARKS

Elev

atio

nFe

et




SP



45 SSS 8-11 14-13 100 SP

50 SSS 30-40 15-16 40


110059

55 SSS 4-15 30-34 100






high sphericity

65 SSS 12-15 17-23 100


108559


70 SSS 5-11 16-23 90


108059

75

80

SSS

SSS

10-12 22-27

17-34 50 (5)

100

70


SP

SWGW

SP

ML


107559

107309 107259

107009

85 SSS 1-2 17-42 60


SW


106509

90 SSS 0-5 8-13 90


SP

~2 heave 106059





Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 7-10 16-20 90


100 SSS 4-11 20-32 75


ML


105059



104719

104559

105 SSS 7-11 20-27 90 SM

110 SSS 10-28 30-30 100


ML

104059

(3)

115 SSS 0-0 4-4 50



103559

120 SSS 5-14

30-33 10


103059

(3)

125 SSS 5-9 20-25 50


SP

SW

~2 heave 102559

102309

130


SP ~4 heave


102059

101809




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

111700


111700 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

boring log


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111752

55 SSS 9-13 13-17 100


111252

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110252


ML 109577

75 SSS 3-4 7-11 100


ML-SP

109252


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108452

108252

108077 108052

90 SSS 6-21 40-33 100


SP

ML

SP

107602 107552






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106752

106502

105 SSS 10-17 17-29 100


SP

106252

110 SSS 7-16

30-30 (5)

90


105752

115 SSS 7-14

25-30 (3)

60


105252

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104752

104452

104252

104002

103752


103252



140 SSS 2-11 14-20 100


102752

145 SSS 0-3 11-22 80


SP

~15 heave 102252

150

155

160




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





SSS

SSS

SSS

100002

SP

SP

SP

SP

SP


Sample Type

Stra

ta

Lab Sample


~15 heave 101752

~15 heave 101252

100752

100252




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

11700


11800 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Stra

ta

REMARKS

Elev

atio

nFe

et




SM

90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

116081 116031 115956

115756

115256

114756

114256


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111756

55 SSS 9-13 13-17 100


111256

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110256


ML 109581

75 SSS 3-4 7-11 100


ML-SP

109256


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108456

108256

108081 108056

90 SSS 6-21 40-33 100


SP

ML

SP

107606 107556






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106756

106506

105 SSS 10-17 17-29 100


SP

106256

110 SSS 7-16

30-30 (5)

90


105756

115 SSS 7-14

25-30 (3)

60


105256

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104756

104456

104256

104006

103756


103256



140 SSS 2-11 14-20 100


102756

145 SSS 0-3 11-22 80


SP

~15 heave 102256





Stra

ta

REMARKS

Elev

atio

nFe

et



SP

150 SSS 0-0 13-30 70


~15 heave 101756

155 SSS 0-0 14-30 100


~15 heave 101256

160 SSS 0-0 3-12 100


100756

165 SSS 5-18 20 (5) 80



SP


100256

99956

170

175

180

SSS

SSS

SSS

1-0 2-5

4-8 10-20

4-22 40 (5)

60

90

50


ML

SW

SP

ML

ML


~15 heave

99756

99506

99256

99076

98756

185 SSS 4-7

20-30 (4)

70


SPCLML


190 SSS 6-12

24-35 40


97756

(5)

195 SSS 8-17 40 (5) 70


~3 heave 97256

3-8


SP 96756




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









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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

205

210

215

220

225

230

235

240

245

250




80

60

80

0-0 0-0

1-0 0-10

0-0 28-25

4-13 28-28


SSS

SSS

SSS

SSS

91006

90756

90256

89936 89926 89756

89576

89406

SM

SCCL

SCCL

MLCL

SP CL

SW

SM



Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

255

260

265

270



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED






Stra

ta

REMARKS

Elev

atio

nFe

et



45

SSS

SSS

14-14

8-11 14-13

80

100


SP

SP


50 SSS 30-40 15-16 40


110085

55 SSS 4-15 30-34 100



60

65

70

SSS

SSS

SSS

3-9 18-19

12-15 17-23

5-11 16-23

100

100

90





ML

SM

SP

ML

SW

109135

108835

108585

108255

108085

75

80

10-12 22-27

17-34 50 (5)

SSS

SSS

100

70


SP

SWGW

SP

ML


107585

107335 107285

107035

85 SSS 1-2 17-42 60


SW


90 SSS 0-5 8-13 90


SP

~2 heave 106085





Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 7-10 16-20 90


100 SSS 4-11 20-32 75


ML


105085



104745

104585

105 SSS 7-11 20-27 90 SM

110 SSS 10-28 30-30 100


ML

104085

(3)

115 SSS 0-0 4-4 50



103585

120 SSS 5-14

30-33 10


103085

(3)

125 SSS 5-9 20-25 50


SP

SW

~2 heave 102585

102335

130 SSS 3-10 27-40 80


~4 heave 102085

135 SSS 7-8

18-30 (3)

10


SW

~2 heave 101585

140 SSS 10-15 30-34 70


145 SSS 10-22 50 (3) 50


SW

SW

~2 heave

~1 heave

100755

100585





Stra

ta

REMARKS

Elev

atio

nFe

et




150 SSS 531-30 (3)

SW

155 SSS 2-10

25-30 (3)

80


SW

SW

~12 heave 99585

99335


~1 heave 99085



SW ML

ML

98835 98745

98585



~1 heave 98405

170 SSS 2-6

19-30 20


~1 heave 98085

(5)

175 SSS 0-6

36-30 50


~4 heave 97585

(2)

180 SSS 0-4

23-40 10


~3 heave 97085

(3)

185 SSS 0-6

26-40 60


96585

(3)

190 SSS 0-4 21-65 50


96085

SP

195

3-8


SW

~1 heave 95335





Stra

ta

REMARKS

Elev

atio

nFe

et


SSS 40-30 70

(3) SW

205 SSS 9-17

24-30 (2)

70


SW

~2 heave 94585

210 SSS 3-16

28-30 (3)

100


SW

ML

~1 heave 94085

93835

215 SSS 11-5 5-15 60


SP

CL


93535

93335

220 SSS -10 15-15 60


CLCH

CL


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


ML

CLML

SP

CL

CL

CL


Feel sand 228

~1 heave


~1 heave


92255

92035

91585

91335

91085

90785 90735

245 SSS 11-24 50 50


SC

250 SSS 12-18 27-30 (3)


SW


90085

89735






SURFACE ELEVATION




DRILLING STARTED

DRILLING METHOD

111600


111600 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Elev

atio

nFe

et

Stra

ta











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





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





Stra

ta

REMARKS

Elev

atio

nFe

et




SP



45 SSS 8-11 14-13 100 SP

50 SSS 30-40 15-16 40


110059

55 SSS 4-15 30-34 100






high sphericity

65 SSS 12-15 17-23 100


108559


70 SSS 5-11 16-23 90


108059

75

80

SSS

SSS

10-12 22-27

17-34 50 (5)

100

70


SP

SWGW

SP

ML


107559

107309 107259

107009

85 SSS 1-2 17-42 60


SW


106509

90 SSS 0-5 8-13 90


SP

~2 heave 106059





Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 7-10 16-20 90


100 SSS 4-11 20-32 75


ML


105059



104719

104559

105 SSS 7-11 20-27 90 SM

110 SSS 10-28 30-30 100


ML

104059

(3)

115 SSS 0-0 4-4 50



103559

120 SSS 5-14

30-33 10


103059

(3)

125 SSS 5-9 20-25 50


SP

SW

~2 heave 102559

102309

130


SP ~4 heave


102059

101809




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

111700


111700 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

boring log


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111752

55 SSS 9-13 13-17 100


111252

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110252


ML 109577

75 SSS 3-4 7-11 100


ML-SP

109252


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108452

108252

108077 108052

90 SSS 6-21 40-33 100


SP

ML

SP

107602 107552






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106752

106502

105 SSS 10-17 17-29 100


SP

106252

110 SSS 7-16

30-30 (5)

90


105752

115 SSS 7-14

25-30 (3)

60


105252

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104752

104452

104252

104002

103752


103252



140 SSS 2-11 14-20 100


102752

145 SSS 0-3 11-22 80


SP

~15 heave 102252

150

155

160




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





SSS

SSS

SSS

100002

SP

SP

SP

SP

SP


Sample Type

Stra

ta

Lab Sample


~15 heave 101752

~15 heave 101252

100752

100252




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

11700


11800 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Stra

ta

REMARKS

Elev

atio

nFe

et




SM

90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

116081 116031 115956

115756

115256

114756

114256


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111756

55 SSS 9-13 13-17 100


111256

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110256


ML 109581

75 SSS 3-4 7-11 100


ML-SP

109256


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108456

108256

108081 108056

90 SSS 6-21 40-33 100


SP

ML

SP

107606 107556






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106756

106506

105 SSS 10-17 17-29 100


SP

106256

110 SSS 7-16

30-30 (5)

90


105756

115 SSS 7-14

25-30 (3)

60


105256

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104756

104456

104256

104006

103756


103256



140 SSS 2-11 14-20 100


102756

145 SSS 0-3 11-22 80


SP

~15 heave 102256





Stra

ta

REMARKS

Elev

atio

nFe

et



SP

150 SSS 0-0 13-30 70


~15 heave 101756

155 SSS 0-0 14-30 100


~15 heave 101256

160 SSS 0-0 3-12 100


100756

165 SSS 5-18 20 (5) 80



SP


100256

99956

170

175

180

SSS

SSS

SSS

1-0 2-5

4-8 10-20

4-22 40 (5)

60

90

50


ML

SW

SP

ML

ML


~15 heave

99756

99506

99256

99076

98756

185 SSS 4-7

20-30 (4)

70


SPCLML


190 SSS 6-12

24-35 40


97756

(5)

195 SSS 8-17 40 (5) 70


~3 heave 97256

3-8


SP 96756




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









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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

205

210

215

220

225

230

235

240

245

250




80

60

80

0-0 0-0

1-0 0-10

0-0 28-25

4-13 28-28


SSS

SSS

SSS

SSS

91006

90756

90256

89936 89926 89756

89576

89406

SM

SCCL

SCCL

MLCL

SP CL

SW

SM



Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

255

260

265

270



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 7-10 16-20 90


100 SSS 4-11 20-32 75


ML


105085



104745

104585

105 SSS 7-11 20-27 90 SM

110 SSS 10-28 30-30 100


ML

104085

(3)

115 SSS 0-0 4-4 50



103585

120 SSS 5-14

30-33 10


103085

(3)

125 SSS 5-9 20-25 50


SP

SW

~2 heave 102585

102335

130 SSS 3-10 27-40 80


~4 heave 102085

135 SSS 7-8

18-30 (3)

10


SW

~2 heave 101585

140 SSS 10-15 30-34 70


145 SSS 10-22 50 (3) 50


SW

SW

~2 heave

~1 heave

100755

100585





Stra

ta

REMARKS

Elev

atio

nFe

et




150 SSS 531-30 (3)

SW

155 SSS 2-10

25-30 (3)

80


SW

SW

~12 heave 99585

99335


~1 heave 99085



SW ML

ML

98835 98745

98585



~1 heave 98405

170 SSS 2-6

19-30 20


~1 heave 98085

(5)

175 SSS 0-6

36-30 50


~4 heave 97585

(2)

180 SSS 0-4

23-40 10


~3 heave 97085

(3)

185 SSS 0-6

26-40 60


96585

(3)

190 SSS 0-4 21-65 50


96085

SP

195

3-8


SW

~1 heave 95335





Stra

ta

REMARKS

Elev

atio

nFe

et


SSS 40-30 70

(3) SW

205 SSS 9-17

24-30 (2)

70


SW

~2 heave 94585

210 SSS 3-16

28-30 (3)

100


SW

ML

~1 heave 94085

93835

215 SSS 11-5 5-15 60


SP

CL


93535

93335

220 SSS -10 15-15 60


CLCH

CL


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


ML

CLML

SP

CL

CL

CL


Feel sand 228

~1 heave


~1 heave


92255

92035

91585

91335

91085

90785 90735

245 SSS 11-24 50 50


SC

250 SSS 12-18 27-30 (3)


SW


90085

89735






SURFACE ELEVATION




DRILLING STARTED

DRILLING METHOD

111600


111600 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Elev

atio

nFe

et

Stra

ta











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





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





Stra

ta

REMARKS

Elev

atio

nFe

et




SP



45 SSS 8-11 14-13 100 SP

50 SSS 30-40 15-16 40


110059

55 SSS 4-15 30-34 100






high sphericity

65 SSS 12-15 17-23 100


108559


70 SSS 5-11 16-23 90


108059

75

80

SSS

SSS

10-12 22-27

17-34 50 (5)

100

70


SP

SWGW

SP

ML


107559

107309 107259

107009

85 SSS 1-2 17-42 60


SW


106509

90 SSS 0-5 8-13 90


SP

~2 heave 106059





Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 7-10 16-20 90


100 SSS 4-11 20-32 75


ML


105059



104719

104559

105 SSS 7-11 20-27 90 SM

110 SSS 10-28 30-30 100


ML

104059

(3)

115 SSS 0-0 4-4 50



103559

120 SSS 5-14

30-33 10


103059

(3)

125 SSS 5-9 20-25 50


SP

SW

~2 heave 102559

102309

130


SP ~4 heave


102059

101809




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

111700


111700 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

boring log


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111752

55 SSS 9-13 13-17 100


111252

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110252


ML 109577

75 SSS 3-4 7-11 100


ML-SP

109252


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108452

108252

108077 108052

90 SSS 6-21 40-33 100


SP

ML

SP

107602 107552






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106752

106502

105 SSS 10-17 17-29 100


SP

106252

110 SSS 7-16

30-30 (5)

90


105752

115 SSS 7-14

25-30 (3)

60


105252

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104752

104452

104252

104002

103752


103252



140 SSS 2-11 14-20 100


102752

145 SSS 0-3 11-22 80


SP

~15 heave 102252

150

155

160




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





SSS

SSS

SSS

100002

SP

SP

SP

SP

SP


Sample Type

Stra

ta

Lab Sample


~15 heave 101752

~15 heave 101252

100752

100252




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

11700


11800 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Stra

ta

REMARKS

Elev

atio

nFe

et




SM

90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

116081 116031 115956

115756

115256

114756

114256


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111756

55 SSS 9-13 13-17 100


111256

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110256


ML 109581

75 SSS 3-4 7-11 100


ML-SP

109256


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108456

108256

108081 108056

90 SSS 6-21 40-33 100


SP

ML

SP

107606 107556






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106756

106506

105 SSS 10-17 17-29 100


SP

106256

110 SSS 7-16

30-30 (5)

90


105756

115 SSS 7-14

25-30 (3)

60


105256

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104756

104456

104256

104006

103756


103256



140 SSS 2-11 14-20 100


102756

145 SSS 0-3 11-22 80


SP

~15 heave 102256





Stra

ta

REMARKS

Elev

atio

nFe

et



SP

150 SSS 0-0 13-30 70


~15 heave 101756

155 SSS 0-0 14-30 100


~15 heave 101256

160 SSS 0-0 3-12 100


100756

165 SSS 5-18 20 (5) 80



SP


100256

99956

170

175

180

SSS

SSS

SSS

1-0 2-5

4-8 10-20

4-22 40 (5)

60

90

50


ML

SW

SP

ML

ML


~15 heave

99756

99506

99256

99076

98756

185 SSS 4-7

20-30 (4)

70


SPCLML


190 SSS 6-12

24-35 40


97756

(5)

195 SSS 8-17 40 (5) 70


~3 heave 97256

3-8


SP 96756




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









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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

205

210

215

220

225

230

235

240

245

250




80

60

80

0-0 0-0

1-0 0-10

0-0 28-25

4-13 28-28


SSS

SSS

SSS

SSS

91006

90756

90256

89936 89926 89756

89576

89406

SM

SCCL

SCCL

MLCL

SP CL

SW

SM



Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

255

260

265

270



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED






Stra

ta

REMARKS

Elev

atio

nFe

et




150 SSS 531-30 (3)

SW

155 SSS 2-10

25-30 (3)

80


SW

SW

~12 heave 99585

99335


~1 heave 99085



SW ML

ML

98835 98745

98585



~1 heave 98405

170 SSS 2-6

19-30 20


~1 heave 98085

(5)

175 SSS 0-6

36-30 50


~4 heave 97585

(2)

180 SSS 0-4

23-40 10


~3 heave 97085

(3)

185 SSS 0-6

26-40 60


96585

(3)

190 SSS 0-4 21-65 50


96085

SP

195

3-8


SW

~1 heave 95335





Stra

ta

REMARKS

Elev

atio

nFe

et


SSS 40-30 70

(3) SW

205 SSS 9-17

24-30 (2)

70


SW

~2 heave 94585

210 SSS 3-16

28-30 (3)

100


SW

ML

~1 heave 94085

93835

215 SSS 11-5 5-15 60


SP

CL


93535

93335

220 SSS -10 15-15 60


CLCH

CL


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


ML

CLML

SP

CL

CL

CL


Feel sand 228

~1 heave


~1 heave


92255

92035

91585

91335

91085

90785 90735

245 SSS 11-24 50 50


SC

250 SSS 12-18 27-30 (3)


SW


90085

89735






SURFACE ELEVATION




DRILLING STARTED

DRILLING METHOD

111600


111600 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Elev

atio

nFe

et

Stra

ta











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





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





Stra

ta

REMARKS

Elev

atio

nFe

et




SP



45 SSS 8-11 14-13 100 SP

50 SSS 30-40 15-16 40


110059

55 SSS 4-15 30-34 100






high sphericity

65 SSS 12-15 17-23 100


108559


70 SSS 5-11 16-23 90


108059

75

80

SSS

SSS

10-12 22-27

17-34 50 (5)

100

70


SP

SWGW

SP

ML


107559

107309 107259

107009

85 SSS 1-2 17-42 60


SW


106509

90 SSS 0-5 8-13 90


SP

~2 heave 106059





Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 7-10 16-20 90


100 SSS 4-11 20-32 75


ML


105059



104719

104559

105 SSS 7-11 20-27 90 SM

110 SSS 10-28 30-30 100


ML

104059

(3)

115 SSS 0-0 4-4 50



103559

120 SSS 5-14

30-33 10


103059

(3)

125 SSS 5-9 20-25 50


SP

SW

~2 heave 102559

102309

130


SP ~4 heave


102059

101809




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

111700


111700 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

boring log


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111752

55 SSS 9-13 13-17 100


111252

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110252


ML 109577

75 SSS 3-4 7-11 100


ML-SP

109252


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108452

108252

108077 108052

90 SSS 6-21 40-33 100


SP

ML

SP

107602 107552






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106752

106502

105 SSS 10-17 17-29 100


SP

106252

110 SSS 7-16

30-30 (5)

90


105752

115 SSS 7-14

25-30 (3)

60


105252

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104752

104452

104252

104002

103752


103252



140 SSS 2-11 14-20 100


102752

145 SSS 0-3 11-22 80


SP

~15 heave 102252

150

155

160




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





SSS

SSS

SSS

100002

SP

SP

SP

SP

SP


Sample Type

Stra

ta

Lab Sample


~15 heave 101752

~15 heave 101252

100752

100252




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

11700


11800 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Stra

ta

REMARKS

Elev

atio

nFe

et




SM

90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

116081 116031 115956

115756

115256

114756

114256


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111756

55 SSS 9-13 13-17 100


111256

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110256


ML 109581

75 SSS 3-4 7-11 100


ML-SP

109256


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108456

108256

108081 108056

90 SSS 6-21 40-33 100


SP

ML

SP

107606 107556






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106756

106506

105 SSS 10-17 17-29 100


SP

106256

110 SSS 7-16

30-30 (5)

90


105756

115 SSS 7-14

25-30 (3)

60


105256

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104756

104456

104256

104006

103756


103256



140 SSS 2-11 14-20 100


102756

145 SSS 0-3 11-22 80


SP

~15 heave 102256





Stra

ta

REMARKS

Elev

atio

nFe

et



SP

150 SSS 0-0 13-30 70


~15 heave 101756

155 SSS 0-0 14-30 100


~15 heave 101256

160 SSS 0-0 3-12 100


100756

165 SSS 5-18 20 (5) 80



SP


100256

99956

170

175

180

SSS

SSS

SSS

1-0 2-5

4-8 10-20

4-22 40 (5)

60

90

50


ML

SW

SP

ML

ML


~15 heave

99756

99506

99256

99076

98756

185 SSS 4-7

20-30 (4)

70


SPCLML


190 SSS 6-12

24-35 40


97756

(5)

195 SSS 8-17 40 (5) 70


~3 heave 97256

3-8


SP 96756




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









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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

205

210

215

220

225

230

235

240

245

250




80

60

80

0-0 0-0

1-0 0-10

0-0 28-25

4-13 28-28


SSS

SSS

SSS

SSS

91006

90756

90256

89936 89926 89756

89576

89406

SM

SCCL

SCCL

MLCL

SP CL

SW

SM



Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

255

260

265

270



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED






Stra

ta

REMARKS

Elev

atio

nFe

et


SSS 40-30 70

(3) SW

205 SSS 9-17

24-30 (2)

70


SW

~2 heave 94585

210 SSS 3-16

28-30 (3)

100


SW

ML

~1 heave 94085

93835

215 SSS 11-5 5-15 60


SP

CL


93535

93335

220 SSS -10 15-15 60


CLCH

CL


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


ML

CLML

SP

CL

CL

CL


Feel sand 228

~1 heave


~1 heave


92255

92035

91585

91335

91085

90785 90735

245 SSS 11-24 50 50


SC

250 SSS 12-18 27-30 (3)


SW


90085

89735






SURFACE ELEVATION




DRILLING STARTED

DRILLING METHOD

111600


111600 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Elev

atio

nFe

et

Stra

ta











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





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





Stra

ta

REMARKS

Elev

atio

nFe

et




SP



45 SSS 8-11 14-13 100 SP

50 SSS 30-40 15-16 40


110059

55 SSS 4-15 30-34 100






high sphericity

65 SSS 12-15 17-23 100


108559


70 SSS 5-11 16-23 90


108059

75

80

SSS

SSS

10-12 22-27

17-34 50 (5)

100

70


SP

SWGW

SP

ML


107559

107309 107259

107009

85 SSS 1-2 17-42 60


SW


106509

90 SSS 0-5 8-13 90


SP

~2 heave 106059





Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 7-10 16-20 90


100 SSS 4-11 20-32 75


ML


105059



104719

104559

105 SSS 7-11 20-27 90 SM

110 SSS 10-28 30-30 100


ML

104059

(3)

115 SSS 0-0 4-4 50



103559

120 SSS 5-14

30-33 10


103059

(3)

125 SSS 5-9 20-25 50


SP

SW

~2 heave 102559

102309

130


SP ~4 heave


102059

101809




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

111700


111700 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

boring log


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111752

55 SSS 9-13 13-17 100


111252

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110252


ML 109577

75 SSS 3-4 7-11 100


ML-SP

109252


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108452

108252

108077 108052

90 SSS 6-21 40-33 100


SP

ML

SP

107602 107552






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106752

106502

105 SSS 10-17 17-29 100


SP

106252

110 SSS 7-16

30-30 (5)

90


105752

115 SSS 7-14

25-30 (3)

60


105252

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104752

104452

104252

104002

103752


103252



140 SSS 2-11 14-20 100


102752

145 SSS 0-3 11-22 80


SP

~15 heave 102252

150

155

160




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





SSS

SSS

SSS

100002

SP

SP

SP

SP

SP


Sample Type

Stra

ta

Lab Sample


~15 heave 101752

~15 heave 101252

100752

100252




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

11700


11800 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Stra

ta

REMARKS

Elev

atio

nFe

et




SM

90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

116081 116031 115956

115756

115256

114756

114256


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111756

55 SSS 9-13 13-17 100


111256

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110256


ML 109581

75 SSS 3-4 7-11 100


ML-SP

109256


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108456

108256

108081 108056

90 SSS 6-21 40-33 100


SP

ML

SP

107606 107556






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106756

106506

105 SSS 10-17 17-29 100


SP

106256

110 SSS 7-16

30-30 (5)

90


105756

115 SSS 7-14

25-30 (3)

60


105256

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104756

104456

104256

104006

103756


103256



140 SSS 2-11 14-20 100


102756

145 SSS 0-3 11-22 80


SP

~15 heave 102256





Stra

ta

REMARKS

Elev

atio

nFe

et



SP

150 SSS 0-0 13-30 70


~15 heave 101756

155 SSS 0-0 14-30 100


~15 heave 101256

160 SSS 0-0 3-12 100


100756

165 SSS 5-18 20 (5) 80



SP


100256

99956

170

175

180

SSS

SSS

SSS

1-0 2-5

4-8 10-20

4-22 40 (5)

60

90

50


ML

SW

SP

ML

ML


~15 heave

99756

99506

99256

99076

98756

185 SSS 4-7

20-30 (4)

70


SPCLML


190 SSS 6-12

24-35 40


97756

(5)

195 SSS 8-17 40 (5) 70


~3 heave 97256

3-8


SP 96756




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









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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

205

210

215

220

225

230

235

240

245

250




80

60

80

0-0 0-0

1-0 0-10

0-0 28-25

4-13 28-28


SSS

SSS

SSS

SSS

91006

90756

90256

89936 89926 89756

89576

89406

SM

SCCL

SCCL

MLCL

SP CL

SW

SM



Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

255

260

265

270



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED







SURFACE ELEVATION




DRILLING STARTED

DRILLING METHOD

111600


111600 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Elev

atio

nFe

et

Stra

ta











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





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





Stra

ta

REMARKS

Elev

atio

nFe

et




SP



45 SSS 8-11 14-13 100 SP

50 SSS 30-40 15-16 40


110059

55 SSS 4-15 30-34 100






high sphericity

65 SSS 12-15 17-23 100


108559


70 SSS 5-11 16-23 90


108059

75

80

SSS

SSS

10-12 22-27

17-34 50 (5)

100

70


SP

SWGW

SP

ML


107559

107309 107259

107009

85 SSS 1-2 17-42 60


SW


106509

90 SSS 0-5 8-13 90


SP

~2 heave 106059





Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 7-10 16-20 90


100 SSS 4-11 20-32 75


ML


105059



104719

104559

105 SSS 7-11 20-27 90 SM

110 SSS 10-28 30-30 100


ML

104059

(3)

115 SSS 0-0 4-4 50



103559

120 SSS 5-14

30-33 10


103059

(3)

125 SSS 5-9 20-25 50


SP

SW

~2 heave 102559

102309

130


SP ~4 heave


102059

101809




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

111700


111700 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

boring log


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111752

55 SSS 9-13 13-17 100


111252

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110252


ML 109577

75 SSS 3-4 7-11 100


ML-SP

109252


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108452

108252

108077 108052

90 SSS 6-21 40-33 100


SP

ML

SP

107602 107552






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106752

106502

105 SSS 10-17 17-29 100


SP

106252

110 SSS 7-16

30-30 (5)

90


105752

115 SSS 7-14

25-30 (3)

60


105252

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104752

104452

104252

104002

103752


103252



140 SSS 2-11 14-20 100


102752

145 SSS 0-3 11-22 80


SP

~15 heave 102252

150

155

160




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





SSS

SSS

SSS

100002

SP

SP

SP

SP

SP


Sample Type

Stra

ta

Lab Sample


~15 heave 101752

~15 heave 101252

100752

100252




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

11700


11800 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Stra

ta

REMARKS

Elev

atio

nFe

et




SM

90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

116081 116031 115956

115756

115256

114756

114256


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111756

55 SSS 9-13 13-17 100


111256

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110256


ML 109581

75 SSS 3-4 7-11 100


ML-SP

109256


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108456

108256

108081 108056

90 SSS 6-21 40-33 100


SP

ML

SP

107606 107556






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106756

106506

105 SSS 10-17 17-29 100


SP

106256

110 SSS 7-16

30-30 (5)

90


105756

115 SSS 7-14

25-30 (3)

60


105256

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104756

104456

104256

104006

103756


103256



140 SSS 2-11 14-20 100


102756

145 SSS 0-3 11-22 80


SP

~15 heave 102256





Stra

ta

REMARKS

Elev

atio

nFe

et



SP

150 SSS 0-0 13-30 70


~15 heave 101756

155 SSS 0-0 14-30 100


~15 heave 101256

160 SSS 0-0 3-12 100


100756

165 SSS 5-18 20 (5) 80



SP


100256

99956

170

175

180

SSS

SSS

SSS

1-0 2-5

4-8 10-20

4-22 40 (5)

60

90

50


ML

SW

SP

ML

ML


~15 heave

99756

99506

99256

99076

98756

185 SSS 4-7

20-30 (4)

70


SPCLML


190 SSS 6-12

24-35 40


97756

(5)

195 SSS 8-17 40 (5) 70


~3 heave 97256

3-8


SP 96756




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









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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

205

210

215

220

225

230

235

240

245

250




80

60

80

0-0 0-0

1-0 0-10

0-0 28-25

4-13 28-28


SSS

SSS

SSS

SSS

91006

90756

90256

89936 89926 89756

89576

89406

SM

SCCL

SCCL

MLCL

SP CL

SW

SM



Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

255

260

265

270



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED






Stra

ta

REMARKS

Elev

atio

nFe

et




SP



45 SSS 8-11 14-13 100 SP

50 SSS 30-40 15-16 40


110059

55 SSS 4-15 30-34 100






high sphericity

65 SSS 12-15 17-23 100


108559


70 SSS 5-11 16-23 90


108059

75

80

SSS

SSS

10-12 22-27

17-34 50 (5)

100

70


SP

SWGW

SP

ML


107559

107309 107259

107009

85 SSS 1-2 17-42 60


SW


106509

90 SSS 0-5 8-13 90


SP

~2 heave 106059





Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 7-10 16-20 90


100 SSS 4-11 20-32 75


ML


105059



104719

104559

105 SSS 7-11 20-27 90 SM

110 SSS 10-28 30-30 100


ML

104059

(3)

115 SSS 0-0 4-4 50



103559

120 SSS 5-14

30-33 10


103059

(3)

125 SSS 5-9 20-25 50


SP

SW

~2 heave 102559

102309

130


SP ~4 heave


102059

101809




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

111700


111700 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

boring log


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111752

55 SSS 9-13 13-17 100


111252

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110252


ML 109577

75 SSS 3-4 7-11 100


ML-SP

109252


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108452

108252

108077 108052

90 SSS 6-21 40-33 100


SP

ML

SP

107602 107552






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106752

106502

105 SSS 10-17 17-29 100


SP

106252

110 SSS 7-16

30-30 (5)

90


105752

115 SSS 7-14

25-30 (3)

60


105252

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104752

104452

104252

104002

103752


103252



140 SSS 2-11 14-20 100


102752

145 SSS 0-3 11-22 80


SP

~15 heave 102252

150

155

160




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





SSS

SSS

SSS

100002

SP

SP

SP

SP

SP


Sample Type

Stra

ta

Lab Sample


~15 heave 101752

~15 heave 101252

100752

100252




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

11700


11800 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Stra

ta

REMARKS

Elev

atio

nFe

et




SM

90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

116081 116031 115956

115756

115256

114756

114256


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111756

55 SSS 9-13 13-17 100


111256

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110256


ML 109581

75 SSS 3-4 7-11 100


ML-SP

109256


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108456

108256

108081 108056

90 SSS 6-21 40-33 100


SP

ML

SP

107606 107556






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106756

106506

105 SSS 10-17 17-29 100


SP

106256

110 SSS 7-16

30-30 (5)

90


105756

115 SSS 7-14

25-30 (3)

60


105256

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104756

104456

104256

104006

103756


103256



140 SSS 2-11 14-20 100


102756

145 SSS 0-3 11-22 80


SP

~15 heave 102256





Stra

ta

REMARKS

Elev

atio

nFe

et



SP

150 SSS 0-0 13-30 70


~15 heave 101756

155 SSS 0-0 14-30 100


~15 heave 101256

160 SSS 0-0 3-12 100


100756

165 SSS 5-18 20 (5) 80



SP


100256

99956

170

175

180

SSS

SSS

SSS

1-0 2-5

4-8 10-20

4-22 40 (5)

60

90

50


ML

SW

SP

ML

ML


~15 heave

99756

99506

99256

99076

98756

185 SSS 4-7

20-30 (4)

70


SPCLML


190 SSS 6-12

24-35 40


97756

(5)

195 SSS 8-17 40 (5) 70


~3 heave 97256

3-8


SP 96756




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









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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

205

210

215

220

225

230

235

240

245

250




80

60

80

0-0 0-0

1-0 0-10

0-0 28-25

4-13 28-28


SSS

SSS

SSS

SSS

91006

90756

90256

89936 89926 89756

89576

89406

SM

SCCL

SCCL

MLCL

SP CL

SW

SM



Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

255

260

265

270



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 7-10 16-20 90


100 SSS 4-11 20-32 75


ML


105059



104719

104559

105 SSS 7-11 20-27 90 SM

110 SSS 10-28 30-30 100


ML

104059

(3)

115 SSS 0-0 4-4 50



103559

120 SSS 5-14

30-33 10


103059

(3)

125 SSS 5-9 20-25 50


SP

SW

~2 heave 102559

102309

130


SP ~4 heave


102059

101809




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

111700


111700 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

boring log


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111752

55 SSS 9-13 13-17 100


111252

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110252


ML 109577

75 SSS 3-4 7-11 100


ML-SP

109252


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108452

108252

108077 108052

90 SSS 6-21 40-33 100


SP

ML

SP

107602 107552






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106752

106502

105 SSS 10-17 17-29 100


SP

106252

110 SSS 7-16

30-30 (5)

90


105752

115 SSS 7-14

25-30 (3)

60


105252

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104752

104452

104252

104002

103752


103252



140 SSS 2-11 14-20 100


102752

145 SSS 0-3 11-22 80


SP

~15 heave 102252

150

155

160




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





SSS

SSS

SSS

100002

SP

SP

SP

SP

SP


Sample Type

Stra

ta

Lab Sample


~15 heave 101752

~15 heave 101252

100752

100252




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

11700


11800 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Stra

ta

REMARKS

Elev

atio

nFe

et




SM

90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

116081 116031 115956

115756

115256

114756

114256


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111756

55 SSS 9-13 13-17 100


111256

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110256


ML 109581

75 SSS 3-4 7-11 100


ML-SP

109256


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108456

108256

108081 108056

90 SSS 6-21 40-33 100


SP

ML

SP

107606 107556






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106756

106506

105 SSS 10-17 17-29 100


SP

106256

110 SSS 7-16

30-30 (5)

90


105756

115 SSS 7-14

25-30 (3)

60


105256

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104756

104456

104256

104006

103756


103256



140 SSS 2-11 14-20 100


102756

145 SSS 0-3 11-22 80


SP

~15 heave 102256





Stra

ta

REMARKS

Elev

atio

nFe

et



SP

150 SSS 0-0 13-30 70


~15 heave 101756

155 SSS 0-0 14-30 100


~15 heave 101256

160 SSS 0-0 3-12 100


100756

165 SSS 5-18 20 (5) 80



SP


100256

99956

170

175

180

SSS

SSS

SSS

1-0 2-5

4-8 10-20

4-22 40 (5)

60

90

50


ML

SW

SP

ML

ML


~15 heave

99756

99506

99256

99076

98756

185 SSS 4-7

20-30 (4)

70


SPCLML


190 SSS 6-12

24-35 40


97756

(5)

195 SSS 8-17 40 (5) 70


~3 heave 97256

3-8


SP 96756




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









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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

205

210

215

220

225

230

235

240

245

250




80

60

80

0-0 0-0

1-0 0-10

0-0 28-25

4-13 28-28


SSS

SSS

SSS

SSS

91006

90756

90256

89936 89926 89756

89576

89406

SM

SCCL

SCCL

MLCL

SP CL

SW

SM



Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

255

260

265

270



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED





SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

111700


111700 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

boring log


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111752

55 SSS 9-13 13-17 100


111252

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110252


ML 109577

75 SSS 3-4 7-11 100


ML-SP

109252


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108452

108252

108077 108052

90 SSS 6-21 40-33 100


SP

ML

SP

107602 107552






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106752

106502

105 SSS 10-17 17-29 100


SP

106252

110 SSS 7-16

30-30 (5)

90


105752

115 SSS 7-14

25-30 (3)

60


105252

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104752

104452

104252

104002

103752


103252



140 SSS 2-11 14-20 100


102752

145 SSS 0-3 11-22 80


SP

~15 heave 102252

150

155

160




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





SSS

SSS

SSS

100002

SP

SP

SP

SP

SP


Sample Type

Stra

ta

Lab Sample


~15 heave 101752

~15 heave 101252

100752

100252




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

11700


11800 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Stra

ta

REMARKS

Elev

atio

nFe

et




SM

90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

116081 116031 115956

115756

115256

114756

114256


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111756

55 SSS 9-13 13-17 100


111256

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110256


ML 109581

75 SSS 3-4 7-11 100


ML-SP

109256


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108456

108256

108081 108056

90 SSS 6-21 40-33 100


SP

ML

SP

107606 107556






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106756

106506

105 SSS 10-17 17-29 100


SP

106256

110 SSS 7-16

30-30 (5)

90


105756

115 SSS 7-14

25-30 (3)

60


105256

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104756

104456

104256

104006

103756


103256



140 SSS 2-11 14-20 100


102756

145 SSS 0-3 11-22 80


SP

~15 heave 102256





Stra

ta

REMARKS

Elev

atio

nFe

et



SP

150 SSS 0-0 13-30 70


~15 heave 101756

155 SSS 0-0 14-30 100


~15 heave 101256

160 SSS 0-0 3-12 100


100756

165 SSS 5-18 20 (5) 80



SP


100256

99956

170

175

180

SSS

SSS

SSS

1-0 2-5

4-8 10-20

4-22 40 (5)

60

90

50


ML

SW

SP

ML

ML


~15 heave

99756

99506

99256

99076

98756

185 SSS 4-7

20-30 (4)

70


SPCLML


190 SSS 6-12

24-35 40


97756

(5)

195 SSS 8-17 40 (5) 70


~3 heave 97256

3-8


SP 96756




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









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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

205

210

215

220

225

230

235

240

245

250




80

60

80

0-0 0-0

1-0 0-10

0-0 28-25

4-13 28-28


SSS

SSS

SSS

SSS

91006

90756

90256

89936 89926 89756

89576

89406

SM

SCCL

SCCL

MLCL

SP CL

SW

SM



Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

255

260

265

270



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED






Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111752

55 SSS 9-13 13-17 100


111252

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110252


ML 109577

75 SSS 3-4 7-11 100


ML-SP

109252


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108452

108252

108077 108052

90 SSS 6-21 40-33 100


SP

ML

SP

107602 107552






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106752

106502

105 SSS 10-17 17-29 100


SP

106252

110 SSS 7-16

30-30 (5)

90


105752

115 SSS 7-14

25-30 (3)

60


105252

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104752

104452

104252

104002

103752


103252



140 SSS 2-11 14-20 100


102752

145 SSS 0-3 11-22 80


SP

~15 heave 102252

150

155

160




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





SSS

SSS

SSS

100002

SP

SP

SP

SP

SP


Sample Type

Stra

ta

Lab Sample


~15 heave 101752

~15 heave 101252

100752

100252




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

11700


11800 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Stra

ta

REMARKS

Elev

atio

nFe

et




SM

90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

116081 116031 115956

115756

115256

114756

114256


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111756

55 SSS 9-13 13-17 100


111256

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110256


ML 109581

75 SSS 3-4 7-11 100


ML-SP

109256


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108456

108256

108081 108056

90 SSS 6-21 40-33 100


SP

ML

SP

107606 107556






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106756

106506

105 SSS 10-17 17-29 100


SP

106256

110 SSS 7-16

30-30 (5)

90


105756

115 SSS 7-14

25-30 (3)

60


105256

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104756

104456

104256

104006

103756


103256



140 SSS 2-11 14-20 100


102756

145 SSS 0-3 11-22 80


SP

~15 heave 102256





Stra

ta

REMARKS

Elev

atio

nFe

et



SP

150 SSS 0-0 13-30 70


~15 heave 101756

155 SSS 0-0 14-30 100


~15 heave 101256

160 SSS 0-0 3-12 100


100756

165 SSS 5-18 20 (5) 80



SP


100256

99956

170

175

180

SSS

SSS

SSS

1-0 2-5

4-8 10-20

4-22 40 (5)

60

90

50


ML

SW

SP

ML

ML


~15 heave

99756

99506

99256

99076

98756

185 SSS 4-7

20-30 (4)

70


SPCLML


190 SSS 6-12

24-35 40


97756

(5)

195 SSS 8-17 40 (5) 70


~3 heave 97256

3-8


SP 96756




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









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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

205

210

215

220

225

230

235

240

245

250




80

60

80

0-0 0-0

1-0 0-10

0-0 28-25

4-13 28-28


SSS

SSS

SSS

SSS

91006

90756

90256

89936 89926 89756

89576

89406

SM

SCCL

SCCL

MLCL

SP CL

SW

SM



Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

255

260

265

270



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106752

106502

105 SSS 10-17 17-29 100


SP

106252

110 SSS 7-16

30-30 (5)

90


105752

115 SSS 7-14

25-30 (3)

60


105252

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104752

104452

104252

104002

103752


103252



140 SSS 2-11 14-20 100


102752

145 SSS 0-3 11-22 80


SP

~15 heave 102252

150

155

160




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





SSS

SSS

SSS

100002

SP

SP

SP

SP

SP


Sample Type

Stra

ta

Lab Sample


~15 heave 101752

~15 heave 101252

100752

100252




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

11700


11800 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Stra

ta

REMARKS

Elev

atio

nFe

et




SM

90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

116081 116031 115956

115756

115256

114756

114256


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111756

55 SSS 9-13 13-17 100


111256

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110256


ML 109581

75 SSS 3-4 7-11 100


ML-SP

109256


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108456

108256

108081 108056

90 SSS 6-21 40-33 100


SP

ML

SP

107606 107556






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106756

106506

105 SSS 10-17 17-29 100


SP

106256

110 SSS 7-16

30-30 (5)

90


105756

115 SSS 7-14

25-30 (3)

60


105256

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104756

104456

104256

104006

103756


103256



140 SSS 2-11 14-20 100


102756

145 SSS 0-3 11-22 80


SP

~15 heave 102256





Stra

ta

REMARKS

Elev

atio

nFe

et



SP

150 SSS 0-0 13-30 70


~15 heave 101756

155 SSS 0-0 14-30 100


~15 heave 101256

160 SSS 0-0 3-12 100


100756

165 SSS 5-18 20 (5) 80



SP


100256

99956

170

175

180

SSS

SSS

SSS

1-0 2-5

4-8 10-20

4-22 40 (5)

60

90

50


ML

SW

SP

ML

ML


~15 heave

99756

99506

99256

99076

98756

185 SSS 4-7

20-30 (4)

70


SPCLML


190 SSS 6-12

24-35 40


97756

(5)

195 SSS 8-17 40 (5) 70


~3 heave 97256

3-8


SP 96756




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









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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

205

210

215

220

225

230

235

240

245

250




80

60

80

0-0 0-0

1-0 0-10

0-0 28-25

4-13 28-28


SSS

SSS

SSS

SSS

91006

90756

90256

89936 89926 89756

89576

89406

SM

SCCL

SCCL

MLCL

SP CL

SW

SM



Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

255

260

265

270



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED


150

155

160




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





SSS

SSS

SSS

100002

SP

SP

SP

SP

SP


Sample Type

Stra

ta

Lab Sample


~15 heave 101752

~15 heave 101252

100752

100252




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

11700


11800 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Stra

ta

REMARKS

Elev

atio

nFe

et




SM

90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

116081 116031 115956

115756

115256

114756

114256


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111756

55 SSS 9-13 13-17 100


111256

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110256


ML 109581

75 SSS 3-4 7-11 100


ML-SP

109256


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108456

108256

108081 108056

90 SSS 6-21 40-33 100


SP

ML

SP

107606 107556






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106756

106506

105 SSS 10-17 17-29 100


SP

106256

110 SSS 7-16

30-30 (5)

90


105756

115 SSS 7-14

25-30 (3)

60


105256

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104756

104456

104256

104006

103756


103256



140 SSS 2-11 14-20 100


102756

145 SSS 0-3 11-22 80


SP

~15 heave 102256





Stra

ta

REMARKS

Elev

atio

nFe

et



SP

150 SSS 0-0 13-30 70


~15 heave 101756

155 SSS 0-0 14-30 100


~15 heave 101256

160 SSS 0-0 3-12 100


100756

165 SSS 5-18 20 (5) 80



SP


100256

99956

170

175

180

SSS

SSS

SSS

1-0 2-5

4-8 10-20

4-22 40 (5)

60

90

50


ML

SW

SP

ML

ML


~15 heave

99756

99506

99256

99076

98756

185 SSS 4-7

20-30 (4)

70


SPCLML


190 SSS 6-12

24-35 40


97756

(5)

195 SSS 8-17 40 (5) 70


~3 heave 97256

3-8


SP 96756




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









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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

205

210

215

220

225

230

235

240

245

250




80

60

80

0-0 0-0

1-0 0-10

0-0 28-25

4-13 28-28


SSS

SSS

SSS

SSS

91006

90756

90256

89936 89926 89756

89576

89406

SM

SCCL

SCCL

MLCL

SP CL

SW

SM



Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

255

260

265

270



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED





SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

11700


11800 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND


Stra

ta

REMARKS

Elev

atio

nFe

et




SM

90

100

100

100

60

10

100







SP ML

SW

SM

SP

SW

SW

SW

SW

SP

116081 116031 115956

115756

115256

114756

114256


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





Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111756

55 SSS 9-13 13-17 100


111256

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110256


ML 109581

75 SSS 3-4 7-11 100


ML-SP

109256


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108456

108256

108081 108056

90 SSS 6-21 40-33 100


SP

ML

SP

107606 107556






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106756

106506

105 SSS 10-17 17-29 100


SP

106256

110 SSS 7-16

30-30 (5)

90


105756

115 SSS 7-14

25-30 (3)

60


105256

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104756

104456

104256

104006

103756


103256



140 SSS 2-11 14-20 100


102756

145 SSS 0-3 11-22 80


SP

~15 heave 102256





Stra

ta

REMARKS

Elev

atio

nFe

et



SP

150 SSS 0-0 13-30 70


~15 heave 101756

155 SSS 0-0 14-30 100


~15 heave 101256

160 SSS 0-0 3-12 100


100756

165 SSS 5-18 20 (5) 80



SP


100256

99956

170

175

180

SSS

SSS

SSS

1-0 2-5

4-8 10-20

4-22 40 (5)

60

90

50


ML

SW

SP

ML

ML


~15 heave

99756

99506

99256

99076

98756

185 SSS 4-7

20-30 (4)

70


SPCLML


190 SSS 6-12

24-35 40


97756

(5)

195 SSS 8-17 40 (5) 70


~3 heave 97256

3-8


SP 96756




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









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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

205

210

215

220

225

230

235

240

245

250




80

60

80

0-0 0-0

1-0 0-10

0-0 28-25

4-13 28-28


SSS

SSS

SSS

SSS

91006

90756

90256

89936 89926 89756

89576

89406

SM

SCCL

SCCL

MLCL

SP CL

SW

SM



Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

255

260

265

270



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED






Stra

ta

REMARKS

Elev

atio

nFe

et



SSS 15-22 100 SP

45 SSS 7-16 17-23 100



50 SSS 5-11 15-23 100


Saturated 50 111756

55 SSS 9-13 13-17 100


111256

SP

60 SSS 7-9 13-18 50

65 SSS 12-14 19-26 100


SP

110256


ML 109581

75 SSS 3-4 7-11 100


ML-SP

109256


80

85

SSS

SSS

9-13 16-19

7-12 14-18

100

100


ML

SP

SP

SM

108456

108256

108081 108056

90 SSS 6-21 40-33 100


SP

ML

SP

107606 107556






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106756

106506

105 SSS 10-17 17-29 100


SP

106256

110 SSS 7-16

30-30 (5)

90


105756

115 SSS 7-14

25-30 (3)

60


105256

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104756

104456

104256

104006

103756


103256



140 SSS 2-11 14-20 100


102756

145 SSS 0-3 11-22 80


SP

~15 heave 102256





Stra

ta

REMARKS

Elev

atio

nFe

et



SP

150 SSS 0-0 13-30 70


~15 heave 101756

155 SSS 0-0 14-30 100


~15 heave 101256

160 SSS 0-0 3-12 100


100756

165 SSS 5-18 20 (5) 80



SP


100256

99956

170

175

180

SSS

SSS

SSS

1-0 2-5

4-8 10-20

4-22 40 (5)

60

90

50


ML

SW

SP

ML

ML


~15 heave

99756

99506

99256

99076

98756

185 SSS 4-7

20-30 (4)

70


SPCLML


190 SSS 6-12

24-35 40


97756

(5)

195 SSS 8-17 40 (5) 70


~3 heave 97256

3-8


SP 96756




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









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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

205

210

215

220

225

230

235

240

245

250




80

60

80

0-0 0-0

1-0 0-10

0-0 28-25

4-13 28-28


SSS

SSS

SSS

SSS

91006

90756

90256

89936 89926 89756

89576

89406

SM

SCCL

SCCL

MLCL

SP CL

SW

SM



Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

255

260

265

270



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED






Stra

ta

REMARKS

Elev

atio

nFe

et



95 SSS 3-8 13-17 70


SP-SW

100 SSS 11-29 40 (4) 70


SP-SW

ML

106756

106506

105 SSS 10-17 17-29 100


SP

106256

110 SSS 7-16

30-30 (5)

90


105756

115 SSS 7-14

25-30 (3)

60


105256

120

125

130

SSS

SSS

SSS

8-15 25-30 (4)

0-9 21-22

2-5 7-10

50

60

50


SP

SP

SP

SP

SP


104756

104456

104256

104006

103756


103256



140 SSS 2-11 14-20 100


102756

145 SSS 0-3 11-22 80


SP

~15 heave 102256





Stra

ta

REMARKS

Elev

atio

nFe

et



SP

150 SSS 0-0 13-30 70


~15 heave 101756

155 SSS 0-0 14-30 100


~15 heave 101256

160 SSS 0-0 3-12 100


100756

165 SSS 5-18 20 (5) 80



SP


100256

99956

170

175

180

SSS

SSS

SSS

1-0 2-5

4-8 10-20

4-22 40 (5)

60

90

50


ML

SW

SP

ML

ML


~15 heave

99756

99506

99256

99076

98756

185 SSS 4-7

20-30 (4)

70


SPCLML


190 SSS 6-12

24-35 40


97756

(5)

195 SSS 8-17 40 (5) 70


~3 heave 97256

3-8


SP 96756




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









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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

205

210

215

220

225

230

235

240

245

250




80

60

80

0-0 0-0

1-0 0-10

0-0 28-25

4-13 28-28


SSS

SSS

SSS

SSS

91006

90756

90256

89936 89926 89756

89576

89406

SM

SCCL

SCCL

MLCL

SP CL

SW

SM



Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

255

260

265

270



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED






Stra

ta

REMARKS

Elev

atio

nFe

et



SP

150 SSS 0-0 13-30 70


~15 heave 101756

155 SSS 0-0 14-30 100


~15 heave 101256

160 SSS 0-0 3-12 100


100756

165 SSS 5-18 20 (5) 80



SP


100256

99956

170

175

180

SSS

SSS

SSS

1-0 2-5

4-8 10-20

4-22 40 (5)

60

90

50


ML

SW

SP

ML

ML


~15 heave

99756

99506

99256

99076

98756

185 SSS 4-7

20-30 (4)

70


SPCLML


190 SSS 6-12

24-35 40


97756

(5)

195 SSS 8-17 40 (5) 70


~3 heave 97256

3-8


SP 96756




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









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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

205

210

215

220

225

230

235

240

245

250




80

60

80

0-0 0-0

1-0 0-10

0-0 28-25

4-13 28-28


SSS

SSS

SSS

SSS

91006

90756

90256

89936 89926 89756

89576

89406

SM

SCCL

SCCL

MLCL

SP CL

SW

SM



Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

255

260

265

270



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED





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









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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

205

210

215

220

225

230

235

240

245

250




80

60

80

0-0 0-0

1-0 0-10

0-0 28-25

4-13 28-28


SSS

SSS

SSS

SSS

91006

90756

90256

89936 89926 89756

89576

89406

SM

SCCL

SCCL

MLCL

SP CL

SW

SM



Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

255

260

265

270



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED





80

60

80

0-0 0-0

1-0 0-10

0-0 28-25

4-13 28-28


SSS

SSS

SSS

SSS

91006

90756

90256

89936 89926 89756

89576

89406

SM

SCCL

SCCL

MLCL

SP CL

SW

SM



Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

255

260

265

270



SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED




SURFACE ELEVATION






DRILLING STARTED

DRILLING METHOD

112000


112000 ENDED


CLAY CLAYEY SAND

GRAVEL SILTY SAND




USCS

Stra

ta

REMARKS

Elev

atio

nFe

et



90

100

100

100

60

10

100







SP ML SW

SM

SP

SW

SW

SW

SW

SP

boring log


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




100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED





100

100

100

100

50

15-22

7-16 17-23

5-11 15-23

9-13 13-17

7-9 13-18





SSS

SSS

SSS

SSS

SSS

112203

111703

111203

110203

109953

SP

SP

SP

SP

SP

Manganese staining

Saturated 50


Sample Type

USCS

Stra

ta

Lab Sample


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

45

50

55

60

65




SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED





SSS

SSS

SSS

SSS

SSS

SSS

SSS

SSS






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










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


SAMPLE INFORMATION

REMARKS

Elev

atio

nFe

etRec-overy

Depth feet

EQUIPMENT

DRILLING STARTED

GRAVEL

DRILLING CONTRACTOR


CLAY

SILT

11200 STRATA KEY

SAND

CME 95

CLAYEY SAND

SILTY SAND

11700

4 14 HSA ENDED


1500 abbott road, suite 210 boring no.boring no. mw … · sss sss sss sss sss sss sss sss 1147.89...

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