dominion soil investigation inc. - ontario · dominion soil investigation inc. consulting engineers...
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S2GHNW0e04 2 .13280 ENGLISH LAKE010
Dominion Soil Investigation Inc.Consulting Engineers
SUMMARY REPORT - SEDIMENT SAMPLINGSURPRISE LAKE, MATTABI MINES
IGNACE, ONTARIO
April 1990 90-3-T6
Prepared Fon Centre de Technologic Norande
Distribution
2 Copies 2 Copies l Copy l Copy
- Centre de Technologic Norande, Pointe-Claire- Mattabi Mines, Ignace- Dominion Soil Investigation Inc., Thunder Bay- Dominion Soil Investigation Inc., Scarborough
104 Crockford Blvd. l Scarborough, Ontario l M1R 3C6 l (416)751-6565 l Fax:(416)751-7592
440 Phillip Street Waterloo, Ontario
N2L 5R9(519) 885-6220
Fax:(519)865-3490
805 Consortium Court London, Ontario
N6E 2S8 (519)681-2400
Fax:(519)668-1754
3953 Riberdy Road Windsor, Ontario
NSW 3W5 (519) 969-7530
Fax: (519) 9694160
440 Balmoral Street Thundor Bay, Ontario
P7C SQ8(807) 623-2929
Fax:(807)623-1792
110 Kendall Street Sarnia, Ontario ~
N7V 4Q5 (519) 337-5409
Fax: (519) 337-2514
DOMINION SOIL INVESTIGATION INC.CONSULTING SOIL 4 FOUNDATION ENGINEERS
440 BALMORAL ST., THUNDER BAY. ONTARIO PTC 5Q8. TEL: (807)623-2028 FAX: (807)623-1792TELEX: 073-4191
April 13, 1990 Our Ref. No. 9Q-3-T6
Centre de Technologic Norande 240 Boulevard Hymns Pointe-Claire, Quebec H9R 1G5
Attention: Luc St. Arnaud, P. Eng., M.Sc. Hydrogeotechnical Group
Dear Sirs:
Re: Summary Report Sediment Sampling Surprise Lake Mattabi Mines Ignace. Ontario
Further to your request, Dominion Soil Investigation Inc. has carried out a lake sediment
investigation at Surprise Lake and the swamp north of Surprise Lake. This letter provides a brief
review of the results of the investigation.
The purpose of this investigation was to determine the existence and extent of marl in the lake
and swamp. Marl is defined as a calcareous sediment and consists of precipitated calcium
carbonate within a predominantly clay matrix. It's appearance is white to light brown and was
found to be soft when penetrated. It is understood that the marl if abundant could be used at
Mattabi Mines as a neutralizing material for their mine waste. Confirmation of the marl was
tested by adding a few drops of 1 0*^ Hydrochloric acid to the material. A positive reaction was
bubbling of the acid.
Testhole locations are shown on the Site Plan, Enclosure 1. Testholes were laid out by the
prospector for the property in co-operation with Mattabi Mines. All testholes were advanced
through the ice both on the lake and on the swamp.
F,\0 ne r,c.' 104 :-rtaC*ronO RI-V0..5CAnBOFtwan M1R 3CC ( 4 l K) 75 ! (1565 TC LK X OG OOOS 78 CAHUES. DOMSOIU
Centre de Technologic Norande - 2 - Reference No: 90-3-T6
Testholes l to 9 were completed by driving a 75 mm diameter thickwalled ABS plastic casing into
the sediment. Split spoon samples were taken by driving a SO mm diameter sampler inside the
casing into the sediment and soil. Samples were taken at regular intervals and to identify the
soil layers. Testhole logs have been prepared based upon this information and are attached.
Testholes 10 to 18 were sampled by driving a 75 mm diameter ABS casing into the sediment,
letting the sediments stabilize and then removing the casing. Soil samples were enclosed in the
casing. Confirmation of soil interfaces were performed by pushing a 5 cm2 rod into the soil
beside the testhole and noting penetration resistance changes at the soil interfaces.
Marl was found in all testholes except 17 and 18. Marl in Surprise Lake was found to be between
0.2 m and 1.5 m thick. Marl in the swamp was found between 25 mm and 1.5 m thick. Further
testholes beyond the original layout for this project were put down in the swamp to obtain a
better definition of the extent of the marl.
The soils were logged in the field and all samples were returned to our lab. An Atterberg test
was performed in our lab on the Marl and it was found to be a highly plastic silt. Results are
attached.
As requested by Noranda, Dominion Soil Investigation Inc. has estimated the quantities of Marl
and organics found in the swamp and Surprise Lake.
The marl quantities have been estimated from the testhole obtained during this investigation.
Prior to our fieldwork, the prospector for the property, Doug Parker had performed hand probe
tests to the east of the swamp and had located Marl in this area. Our quantity calculations did
not include his findings. Our calculations may be very conservative compared to actual quantities.
OOMINtON SOIL INVESTIGATION INC.
Centre de Technologic Norande - 3 - Reference No: 90-3-T6
A further investigation is suggested for Surprise Lake. This would be quite feasible in the spring
or summer when the ice has gone. By using a boat and using the hand probe it would be quite
feasible to move up and down the shore and doing depth soundings and determining marl
thicknesses. This procedure would provide more accurate information for your quantity
calculations.
The quantity of Marl estimated in the swamp is about 800 tar. The quantity of silty organic
sediment over the Marl is estimated to be about 3,000 m . Cross sections of the swamp are
included in the enclosures.
The quantity of Marl in the lake between Testholes 15 and 16 is estimated to be about 440 m long
and 15 m wide and averaging 0.75 m thick totally 5,000 m . Determination of quantities from
other areas in the lake were not taken into consideration due to the small quantities of Marl found
and the depth to which it was found. The quantity of organics over the marl in the lake between
Testhole 15 and 16 is estimated to be about 700 or.
We trust the above information satisfies your present requirements. If there are any questions,
please do not hesitate to contact the undersigned at your convenience.
Yours truly,
For DOMINION SOIL INVESTIGATION INC.
Mike Hannusch, C.E.T.
MH/tr
l
r *
J
DOMINION SOIL (INVESTIGATION INC.
APPENDIX
DOMINION SOM. INVESTIGATION INC.
APPENDIX 'A'
LIMITATIONS OF REPORT
The conclusions and recommendations presented in this report are based on information determined at the testhole locations. Subsurface and groundwater conditions between and beyond the testholes may differ from those encountered at the specific locations tested, and conditions may become apparent during construction which were not detected and could not be anticipated at the time of the site investigation. It is recommended practice that the Soils Engineer be retained during construction to confirm that the subsurface conditions throughout the site do not deviate materially from those encountered in the testholes.
The design recommendations given in this report are applicable only to the project described in the text and then only if constructed substantially in accordance with details stated in this report. Since all details of the design may not be known, we recommend that we be retained during the final stage to verify that the design is consistent with our recommendations, and that assumptions made in our analysis are valid.
The comments given in this report on potential construction problems and possible methods are intended only for the guidance of the designer. The number of testholes may not be sufficient to determine all the factors that may affect construction methods and costs, e.g. the thickness of surficial topsoil or fill layers may vary markedly and unpredictably. The contractors bidding on this project or undertaking the construction should, therefore, make their own interpretation of the factual information presented and draw their own conclusion as to how the subsurface conditions may affect their work.
DOMINION SOIL I NVESTIGATION INC.
ENCLOSURES
DOMINION S OIL INVESTIGATION INC.
D-
LEGEND
ROADSRAILWAY SHORL1NETESTHOLE LOCATIONEMBANKMENTSWAMP
-O—
r'\ D ETAIL A ^\TH 5-14
* i *)-k. _i'. jf
- -a l
T"// /5
INTERPRETED EXTENT OF MARL DEPOSIT USED IN VOLUME CALCULA
IONS
DOMINION SOIL INVESTIGATIONCONSULTlNO ENCtWCCBJ
TESTHOLE LOCATION PLAN
100 200 METRES
NORANDA INC.DATEAPR 9OQnc lo sure no. 1 i**"* scu
AM 1:5000
LEGEND
•H* RAILWAY TRACKSxrf?:- SHORELINE
* SWAMP
® TESTHOLE LOCATION
® HANDPROBE LOCATION
SURPRISE LAKE ::\
enclosure no. 2
y * S
y
DOMINION SOIL INVESTIGATIONCONSULTING ENGINEERS
DETAIL A TES THOLES 5-14
HANDPROBES 182NORANDA INC.
APR 90DRAWN
A. MSCAl JOB NO.
9O-3-T6
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•* **~— — ,. .MARL / - -SAND" IT
GRAVELH t/*/' NOTE! THICKNESS OF MARL 8 - ORGANICS OUTSIDE OF
SAND TESTHOLES IS INFERRED
DOMINION SOIL INVESTIGATIONCONSULTING ENGINEERS
TITU
CROSS SECT/ONA-A'
C i- E N T
DATE DRAWN ISCALE JOB. NO.APR 9O A.M. Us Noted 9O-3-T6
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1 i D'* "? 8 8 H6 6 S y
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— 5-
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{50mm)MARLN
SAND
NOTE: HP | 9 METRES EASTOF SECTIONTH 13 6 METRES WEST OF SECTION
ICE
WATEROil T U/ITU'st--" oiui wi i n
\'** OROANICS' ^X^v\ \ **" \ ^X^s
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Vs\rTHICKNESS OF MARL a OROANICSOUTSIDE OF TESTHOLES INTERPRETED
70, 4
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ORGANICS OROANICS. "'f
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DOMINION SOIL INVESTIGATIONCONSULTINf ENGINEERS
TITLE F
^V?OS^ WECT/ONB-B' ;
CLItNT yVCW4A^xJ tVCiDAT! DRAWN I ISCALC JOB, NO.x)^v? 90 ^./?.Af. Us/vw** so-j-re
LOG OF TESTHOLE 011W. No.: 90-S-T6CLIENT: CENTRE DE TECHNOLOGIE NORANDAPROJECT: SEDIMENT SAMPLINGLOCATION: SURPRISE LAKE. ONTARIOSURFACE ELEVATION: 100.0 metr*i
ENCLOSURE No 'lDRILLING DATAMETHOD: HAND DRILLING
DATE: March 38th. 1090
SUBSURFACE PROFILEDEPTH
(m)*
3/sUJE•J w UJ
UATER DATA
K MOISTURE Wp W ^* ——— * ——— A
ii
fiMATERIAL DESCRIPTION
10 20 30 40
8.
0.
10-
11-
13-
13-
K-
- -92-
- -81-
- -80-
- -89-
-SB-
. -87-
. -86-
....|....;....j....;....
.... .... .... .... .....
.... .... .... . — —
an ut at at at at at at at at at at at at at
WATER
s
ORGANICS - Clayey, brown /black, very toft
25mm CLAY (Marl), light brown, •oft
SILT - trace fine land, grey
End of Teithole at 12.5m
SAMPLES
F** BilUjw
8
0
.10
.11
.12
.13
. 14
\
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REMARKS
O.Jm le*. W*t*r to 8.4m.
SOnun Split Spoon Simpler tind.
f Imm ewinc iiutftUtdtnd removed upon complttion of TMlholt.
V.rtie.1 Sekit: 1:40 Shot 3 of 3 Holt No. 01
LOG OF TESTHO1E 02JIEF No - 90-S-T6
CLIENT: CENTRE DE TECHNOLOGIE NORANDAPROJECT- SEDIMENT SAMPLING
JX5CATION: SURPRISE LAKE. ONTARIOSURFACE ELEVATION: 100.0 metre*
yENCLOSURE No. 8DRILLING DATAMETHOD- HAND DRILLING
DATE: March 38th. 1990
SUBSURFACE PROFILE
H^ELEU.
Cm)UATER
DATAK MOISTURE
wp w WL4 ————— 9 ————— 4
SYMBL MATERIAL DESCRIPTION
.inn. T7 10 20 30 40
1-
2-
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- -87-
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- -95-
. -94-
- -93-
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....
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ICE
WATER
CLAY (Marl) - Silty, brown/white, soft ,
SAND - fm* to medium, light brown
End of Tetthole at 3.1m
SAMPLES
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. 4
. 6
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LOG OF TESTHOLE 03RTJF. No.: 90-3-T6CLIENT- CENTRE DE TECHNOLOGIE NORANDAPROJECT: SEDIMENT^AMPLINGLOCATION: SURPRISE LAKE. ONTARIOSURFACE ELEVATION: 100.0 metres
ENCLOSURES Ne. TDRILLING DATAMETHOD: HAND DRILLING
DATE: Much 28th. 1990
SUBSURFACE PROFILEDEPTH
(m)*
^^UJE .1^^ IU
WATER DATA
ft MOISTURE *P W \4 ————— 9 ————— 4
SYMBL MATERIAL DESCRIPTION
-inn. T7 10 JO SO 40
1-
3-
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6-
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7.
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- -96-
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ORGANICS - Silty, very loote
ULAY (Marl) - silty, ngnt brown, very toft
SAND - fine to medium
End of Tetthole at 6.7m
SAMPLES
P^ ||
1
I
3
. 4
5
. 6
. 7
l
1
W d
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REMARKS
Mmm Split Spoon SamplerW*)d*
T6mm eulnf instilled and removed upon completion of Twthole.
Rodi settled through the loot* organic sediment under their own weight. Unable to sample organics.
g Bulk Sample ED Waah Sample Vertical Scale- 1-40 0 Split Spoon O Rock Core DOMINION SOIL INVESTIGATION INC. OD 50mm Thin Wall Tube Shwt 1 ofl Hoi. No. 03
LOG OF TESTHOLE 04^IEF. No.: 90-S-T6 '
CLIENT: CENTRE DE TECHNOLOGIE NORANDAPROJECT: SEDIMENT SAMPLINGLOCATION: SURPRISE LAKE. ONTARIOSURFACE ELEVATION: 100.0 metre*
yENCLOSURE No. 8
DRILLING DATAMETHOD: HAND DRILLING
DATE: March 28th. 1MO
SUBSURFACE PROFILE
P
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.inn.
1-
3.
S-
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S-
6-
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- -88-
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CLAY (Marl) - Silty, tract •and tt ihelli, light brown, toft
SAND - fine, grey
End of Tetthole at 5.8m
SAMPLESi-g-
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....
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REMARKS
50mm Split Spoon Sampler uitd.
76mm ewing installed and removed upon completion of Tetthole.
t
Vertical Scale: 1:40
Sheet l of l Hole No. 04
LOG OF TESTHOLE 05REF. No.: 90-3-T6CLIENT: CENTRE DE TECHNOLOGIE NORANDAPROJECT: SEDIMENT SAMPLINGLOCATION: SURPRISE LAKE, ONTARIOSURFACE ELEVATION: 100.0 metre*
ENCLOSURE No 0DRILLING DATAMETHOD: HAND DRILLING
DATE: March 38th. 1990
SUBSURFACE PROFILEy, MOISTURE
^ W ^4 ————— * ————— A
.inn. w 10 SO 30 40
1-
2 -
3-
4 -
S-
6-
7-
- -99-
- -98-
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- -96-
- -95-
- -94-
- -93-
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Bulk Sample Wath Sample Split Spoon Rock Core
CH 50mm Thin Wall Tube
MATERIAL DESCRIPTION
ICE
WATER
SAND - Silty, tome orf anict, brown/black, very looee
tfh!g Amorphous PEAT - some embedded^ wood
K
SILT - Sandy, some organic* tt embedded wood
\ CLAY (Marl) - Silty, light : (brown, toft 1
' SAND - fine, becoming coarser with depth, grey
End of Testhole at 6.1m
SAMPLES
1
3
3
4
5
6
7
l
l
\
l
VANE(kPa) X 30 40 60 80
SPT (N)o DCPTA Blowi/O.Sm
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....
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—
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REMARKS
Located in •wunp area North of CNR track*.
60mm Split Spoon Sampler used.
75mm ewing installed and removed upon completion of TMthole.
DOMINION SOIL INVESTIGATION INC. Vertical SclU* : 1 :40 Sheet 1 of 1 Hole No, OS
LOG OF TESTHOLE 06WP. No.: 90-S-T6CLIENT: CENTRE DE TECHNOLOGIE NORANDAPROJECT: SEDIMENT SAMPLINGLOCATION: SURPRISE LAKE. ONTARIOSURFACE ELEVATION: 100.0 metre!
ENCLOSURE No. 10DRILLING DATAMETHOD: HAND DRILLING
DATE: March 28th. 1090
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LOG OF TESTHOLE 07
ROJECT; SEDIMENT SAMPLING . ^LOCATION: syni'KlSE.LAKE, QHTAR15
SURFACE ELEVATION: 100.0 mctrei
ENCLOSURE NP. H-D.RILL1HSLDAIA.METHOD; HAND PRILLING
DATE: March 29th, 1990
SUBSURFACE PROFILEDEPTH
(m)ELEU.
(m)tr tuaH haa3D
9C MOISTURE W W W^4..... .— —... —— ..A
SYMBLMATERIAL DESCRIPTION
SAMPLES
l-,-.gjE D^
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WATERSII/T - tome organici, dark brown, loote
CLAY (Marl) - Silty, trace land, light brown, toft
- Sandy, tome ihellt, firm
SAND i GRAVEL - fine to coarse
End of Testhole at 3.6m
1
2
S
- 4
5
. 6
. 7
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LOG OF TESTHOLE 09
REF. No.: 90-3-T6 ___ ——————..——..—.- CLIENT: CENTKE DE TECHNOLOGY NORANI
SURFACE ELEVATION: metres
ENCLOSURE No, 18
METHOD: HAND DRILLING
DATE: March 29th. 1990
SUBSURFACE PROFILEDEPTH
(m) D^,35 U
WATER DATA
'ft M OISTUREwp w WL^ ——— -, ——— l
SYMBU MATERIAL DESCRIPTION
SAMPLESDEPTH
(m) TYPE *-QO.Zw w
VANE (kP*) X 20 40 60 80
SPT (N)Q DCPTA Blowe/O.Sm
REMARKS
v 10 20 30 4 0 2 0 40 60 80
1 -
2 -
3 .
4 -
S -
G -
7 .
-
-
-
-
PJ Hulk Sample 153 Split Spoon OID 50mm Thin Wall
. .
ik: it u: itrIKUT ii: u:ikTir ii:
Peaty ORGANICS/ROOTS
25mm CLAY (Marl) @ 1.8m
SAND t GRAVEL - grey
End of Testhole at 2.0m
1
2
3
. 4
. 6
6
. 7
1
[; j Wash Sample 13 Rock Cor* DOMINION SOIL INVESTIGATION INC. Tube
* i
50mm Split Spoon Sampler uied.
Vertical Scale: 1:40 Sheet 1 of 1 Hole No. 09
LOG OF TESTHOLE 10
E TECHNOLOGIES NORANDAIT S AMPLINGSK LAKE. ONTARIOON: 100.0 metres
ENCLOSURE No. 14DRILLING DATAMETHOD: HAND DRILLING
f
—
DATE: March 29th. 1990
SUBSURFACE PROFILEDEPTH
(m)*
\lIU
K IUCHr-eot30
K M OISTUREwp w WL m
(0MATERIAL DESCRIPTION
SAMPLES
h-~D- E UIO O
UJ 0.1-
ts(rt v
VANE (kPa) X 20 40 60 80
SPT (N)0 DCPTA BlowB/O.Sm
REMARKS
-inn- v 1 0 2 0 30 40 2 0 4 0 60 80
1 -
2-
3 -
4 -
5 -
6 -
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- -98-
,- -97-
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- -95-
, -94-
- 93-
....
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SAND - Silty, tome organic*, brown/black
CLAY (Marl) - Silty, light brown
SAND - fine
End of Testhole at 4.5m
1
I
. 3
4
5
. 6
. 7
!
'
76mm Sampler uied.
(j'j Itulk Sample g] W ash Sample Vertical Scale- 1^0 ^ S plit Spoon O Rock Core DOMINION SOIL INVESTIGATION INC.nin EA TV, u; n T v Sheet 1 of 1 Hole No. 10 Hill 50mm Thin Wall Tune
LOG OF TESTHOLE 11REF. No.: 90-3-T6CLIENT; CENTRE DE TECHNOLOGIE NORANDAPROJECT: SEDIMENT SAMPLINGLOCATION: SURPRISE LAKE. ONTARIOSURFACE ELEVATION: 100.0 metres
DRILLING DATAMETHOD: HAND DRILLING
ENCLOSURE No. 15
DATE: March 29th, 1990
SUBSURFACE PROFILEDEPTH
(m)*
5*."]E~J \slil
UATER DATA
X, M OISTURE Wp W V4 ————— 9 —————
tA
SYMBLMATERIAL DESCRIPTION
SAMPLESDEPTH
Cm) U) Q.H
HQ 0.2 ft~
VANE(kPa) X 20 4 0 60 80
SPT {N)D DCPTA Blowi/O.Sm
REMARKS
-Iflfl- V 1 0 20 30 *0 20 *0 60 B0
1 ^
2 -
3-
4 -
5 -H
6-
7 -
-99-
- -98-
- -97-
- -96-
- -95-
- -94-
- -93-
""
1 ,
i
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WATER
SILT - Sandy, tome organic*, brown/black
CLAY (Mar!) - Silty, light brown
SAND - fm*
End of Testhole at 3.7m
1
2
. 3
4
FI
6
7
• ' '
76mm Sampler used.
[f] Bulk Sample [Jj Wash Sample Vertical Scale: 1:40 VA S plit Spoon m R ock Core DOMINION SOIL INVESTIGATION INC.rim en -r^ u/ n 7^ K Sheet 1 of 1 Hole No. 11 HID 50mm Thin Wall Tube
LOG OFTESTHOLE 12
LOG OF TESTHOLE 12— p — , -— . . . ,- ..,
REF. No.: 90-3-T6CLIENT: CENTRE DE TECHNOLOGIE NORANDAPROJECT: SEDIMENT SAMPLINGLOCATION: SURPRISE LAKE. ONTARIOSURFACE ELEVATION: 100.0 metres
ENCLOSURE No. 16DRILLING DATAMETHOD- HAND DRILLING
DATE: March 29th. 1990
SUBSURFACE PROFILEDEPTH
(m)*D~uje
Jvs IU
UATER DATA
% MOISTUREwp w y^4 ————— * ————— A
SYMBLMATERIAL DESCRIPTION
SAMPLES
h\u Co010.H
H± 0.2W w
VANE (kPa) X 30 40 60 80
SPT (N)D DCPTA Blowi/O.Sm
REMARKS
.inn. r? 1 0 20 30 40 20 40 60 80
1-
2-
3-
4-
5-
6-
7-
0m
- -99-
- -98-
-Q7-
- -96-
- -95-
- -94-
- -63-
* ,
1
j,tff
ICE
WATER
100mm Silty ORGANICS
CLAY (Marl) - Silty, tr*ce land b rooti, light brown
SAND - fine
End of Teithole at 3.2m
i
2
3
. 4
. 5
. 6
. 7
* . * *
i
75mm Sampler tued.
Buik Sample 0 Waah Sample Vertical Scale: 1:40 Split Spoon M Rock Core DOMINION SOIL INVESTIGATION INC.
* l... .....ff. Sheet 1 of 1 Hole No. 12 50mm Thin Wall Tube
LOG OF TESTHOLE 13REwKo.: 90-3-T6CLIENT: CENTRE DE TECHNOLOGIE NORANDAPROJECT: SEDIMENT SAMPLINGLOCATION: SURPRISE LAKE. ONTARIOSURFACE ELEVATION: 100.0 metres
VENCLOSURE No. 17
DRILLING DATAMETHOD: HAND DRILLING
DATE: March 29th. 1990
SUBSURFACE PROFILEDEPTH
(m)*
3~UJE-Jw111
UATER DATA
K MOISTUREWP w WL* ————— * ————— A
SYMBL MATERIAL DESCRIPTION
SAMPLESDEPTH
(m) TYPE *"50.2:(O w
VANE(kPa) X20 40 60 80
SPT (N)Q DCPTA Biowt/O.Sm
REMARKS
.inn. v 1 0 20 30 40 20 40 60 80
1-
2-
S -
4-
5 -
6.
7-
- -99-
- -98-
- -97-
. -96-
- -95-
- -94-
- -93-
, t
^
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ICE
WATER
100mm Silty ORGANICS
CLAY (Marl) - Silty, tree, land it rooti, light brown
SAND - fm.
End of Teithole at 3.2m
1
. 2
3
-
. 4
. 5
. 6
. 7
....
r
75mm Sampler used.
g Bulk Sample Q Wash Sample Vertical Scale- 1:40 23 Split Spoon BS Rock Core DOMINION SOIL INVESTIGATION INC.m en -ri.- u/ ii T? k Sheet 1 of 1 Hole No. 13 DDl 50mm Thin Wall Tube
LOG OF TESTHOLE 14REF^o.: 90-3-T6CLIENT: CENTRE DE TECHNOLOGIE NORANDAPROJECT: SEDIMENT SAMPLINGLOCATION: SURPRISE LAKE. ONTARIOSURFACE ELEVATION: 100.0 metre*
ENCLOSURE No. 18DRILLING DATAMETHOD: HAND DRILLING
DATE: March 29th, 1990
SUBSURFACE PROFILEDEPTH
(m)*
D~WE•J wIU
trIUC I-H^a3D
ft MOISTURE *P W WL4 ————— * ————— A
SYMBL MATERIAL DESCRIPTION
SAMPLESDEPTH
(m) IU
l
t-SO.Zw^
VANE (kPa) X 20 40 60 80
SPT (N)o DCPTA Blowi/O.Sm
REMARKS
.inn. T7 1 0 20 30 40 20 40 60 80
1-
2-
3 -
4-
5-
6 -
7 -
- -99-
- -98-
- -97-
- -96-
- -95-
- -94-
- -93-
i ,
^
ii
ICE
WATER
100mm Silty ORGANICS
CLAY (Marl) - Silty, trace tand i rooti, light brown
SAND - fine
End of Teithole at 3.2m
1
. 2
. 3
. 4
. 5
. 6
. 7
i—-
' t
75 mm SamplerUMd.
g Bulk Sample [3 Wash Sample Vertical Scale- 1-40 m Split Spoon Sg Rock Core DOMINION SOIL INVESTIGATION INC. 1 50mm Thin Wall Tube Sheet 1 of 1 Hole No. 14
LOG OF TESTHOLE 15REF^P: 90-S-T6
CLIENT: CENTRE DE TECHNOLOGIE NORANDAPROJECT: SEDIMENT SAMPLINGLOCATION: SURPRISE LAKE. ONTARIOSURFACE ELEVATION: 100.0 metres
ENCLOSURE No. 19DRILLING DATAMETHOD: HAND DRILLING
DATE: March 29th. 1990
SUBSURFACE PROFILEDEPTH
(m)*^WE j\^ us
UATER DATA
K MOISTURE *P W WL4 ————— * ————— A
SYMBL MATERIAL DESCRIPTION
SAMPLES
h-*v
VIU 0.l-
t-± 8)5
VANE(kPa) X 30 40 60 80
SPT (N)Q DCPTA Blowt/O.Sm
REMARKS
.inn. v 10 20 30 40 20 40 60 BO
1-
2-
3-
4 -
5 -
6-
7 -
- -99-
- -98-
- -97-
- -96-
- -95-
- -94-
- -93-
....
....
,
u:U!
!
ICE
WATER
ORGANICS - Silty, dark brown' t
SAND if ORGANICS - fine, grey
CLAY (Marl) - Silty, trace tand i roots, light brown
SAND - fine
End of Teathole at 3.6m
1
. 2
. 3
. 4
. 5
. 6
. 7
l•—
*
....,
.
75mm Sampler u*ed.
g Bulk Sample [3 Wash Sample Vertical Scale' 1-4C m Split Spoon M Rock Core DOMINION SOIL INVESTIGATION INC. OD 50mm TOn Wall ?ube Sheet 1 ot l Ho1* No ' 1 5
LOG OF TESTHOLE 16REF. No.: 90-S-T6CLIENT: CENTRE DE TECHNOLOGIE NORANDAPROJECT: SEDIMENT SAMPLINGLOCATION: SURPRISE LAKE. ONTARIOSURFACE ELEVATION: 100.0 metres
VENCLOSURE No. 20
DRILLING DATAMETHOD: HAND DRILLING
DATE: March 29th, 1990
SUBSURFACE PROFILE
tr~Q- EUIwo
Si-iftu
aUjd Hl-aa30
K M OISTURE ^ w *i4 ———— * ———— A
SYMBL MATERIAL DESCRIPTION
SAMPLES
r-~ 0- EUlw Q
UlQ.r-
l-± 0.2 (O w
VANE(kPa) X 20 40 60 80
SPT (N)Q DCPTA Bio wi /0 ,3m
REMARKS
-inn. T7 10 20 30 "*0 20 40 60 80
1-
2-
3-
4 -
5-
6-
7 -
- -99-
- -98-
- -97-
- -96-
- -95-
- -94-
- -93-
i p
1ICE
WATER
100mm Silty ORGANICS
CLAY (Marl) - Silty, trace (and k roott , light brown
5 AINU - line
End of Tetthole at 2.3m
1
2
ft
. 4
. 5
. 6
. 7
!...,
...
; , ,
75mm Sampler used.
g Bulk Sample ED w"h Sample Vertical Scale- 1-40 O Split Spoon 13 Rock Core DOMINION SOIL INVESTIGATION INC. M 50mm Thin Wall Tube Sheet 1 of 1 Hole No. 16
LOG OF TESTHOLE 17REF. No.: 90-3-T6 ENCLOSURE No. 21CLIENT: CENTRE DE TECHNOLOGIE NORANDA DRILLINGPROJECT: SEDIMENT SAMPLING METHOD: HAND DRILLINGLOCATION: SURPRISE LAKE. ONTARIOSURFACE ELEVATION: 100.0 metre. DATE: March 29th. 1990
SUBSURFACE PROFILEXl--sQ- EUJC O
* D^WEJ w1U
o:UKX t-K (KI 3d
*X, MOISTUREWp w WL4 —————— 9 ——————
SYMBLMATERIAL DESCRIPTION
SAMPLES
hmo O
111n.i-
K± ^
VANE(kPa) * 20 40 60 80
SPT (N)o DCPTA Blows/O.Sm
REMARKS
-inn. 7 1 0 20 30 40 20 40 60 80
1 -
2-
S-
4 -
5-
6-
7-
- -99-
- -98-
- -97-
- -96-
- -95-
- -94-
- -93-
....
, ,
ICE
WATER
SAND - fine
End of Teithole st 1.5m
1
2
. S
. 4
. 5
. 6
. 1
i...
""
--.
t -
75mm Sampler u*ed.
g Bulk Sample E3 Wash Sample Vertical Scale- 1-40 m S plit Spoon S3 Rock Core DOMINION SOIL INVESTIGATION INC. - m en 'rv, U/IITK Sheet 1 of 1 Hole No. 17 UDl 50mm Thin Wall Tube
LOG OF TESTHOLE 18REF^o.: 90-3-T6CLIENT: CENTRE DE TECHNOLOGIE NORANDAPROJECT: SEDIMENT SAMPLINGLOCATION: SURPRISE LAKE. ONTARIOSURFACE ELEVATION: 100.0 metre*
ENCLOSURE No. 22DRILLING DATAMETHOD: HAND DRILLING
DATE: March 29th, 1990
SUBSURFACE PROFILEI B-9lil w0
*
iu w
UATER DATA
SS MOISTUREtir iir n rWp W TW
" *
SYMBL MATERIAL DESCRIPTION
SAMPLES
hUJC Q
111at- gji
VANE(kPa) X 20 40 60 80
SPT (N)a DCPTA Blowi/O.Sm
REMARKS
.inn. T7 10 20 30 40 20 40 60 80
1 .
2-
3-
4 -
S-
6-
7-
- -99-
- -98-
- -97-
- -96-
- -95-
. -94-
- -93-
— -
1 ! *
Ut
Uf
Ut
ICE
WATER
SILT - trace sand i organic!, dark brown
SAND - fine
End of Teithole at 3.8m
. 1
. 2
-
. 3
. 4
. 5
. 6
. 7
i.-.
. .
75mm Sampler used.
g Bulk Sample Q Wash Sample Vertical Scale- 1-40 0 Split Spoon O Rock Core DOMINION SOIL INVESTIGATION INC. DU 50mm Thin Wall Tube Sheet l of 1 ' Hole No ' 1 8
LOG OFHANDPROBE l
RoKjo.: 90-S-T6CLIENT: CENTRE DE TECHNOLOGIE NORANDAPROJECT: SEDIMENT SAMPLINGLOCATION: SURPRISE LAKE. ONTARIOSURFACE ELEVATION: 100.0 metrei
ENCLOSURE No. 23DRILLING DATAMETHOD: HAND DRILLING
DATE: March 29th. 1990
SUBSURFACE PROFILEDEPTH
(m)*
3~WE —i^UJ
UATER DATA
X MOISTURE W^ W V^4 ————— t ————— A
SYMBL MATERIAL DESCRIPTION
SAMPLESDEPTH
(m) TYPE H58)5
VANE(kPa) X 20 40 60 80
SPT (N)a DCPTA Bio wi /0. 3m
REMARKS
.inn. *7 10 30 30 40 20 -*0 60 80
1 -
2-
S-
4 -
5-
6-
7-
- -99-
- -98-
- -97-
- -96-
- -95-
. -94-
- -93-
——
j
ICE
WATER
50mm CLAY (Marl) SAND - fine
End of Handprobe at 2.8m
. 1
-
2
. 3
. 4
. S
. 6
. 7
...
r *i
S square cm rod pushed to depth.
g Bulk Sample [3 W a*h Sample Vertical Scale: 1:40 E3 Split Spoon M Rock Core DOMINION SOIL INVESTIGATION INC. M 50mm Thin Wall Tube Sheet 1 of 1 Hole No. 1
LOG OF HANDPROBE 290-3-T6 ENCLOSURE No. 24
CLIENT: CENTRE DE TECHNOLOGIE NORANDA DRILLING DATAPROJECT: SEDIMENT SAMPLING METHOD: HAND DRILLINGLOCATION: SURPRISE LAKE. ONTARIOSURFACE ELEVATION: 100.0 metrei DATE: March 29th. 1900
SUBSURFACE PROFILEDEPTH
(m)*
iu9 -ifIU 3Q
IK MOISTUREtir Mf tmf**O " **T
V V A
SYMBLMATERIAL DESCRIPTION
SAMPLESX
Q WIU O.t- Si
VANE(kPa) X 20 40 60 80
SPT (N)n DCPTA Blowi/O.Sm
REMARKS
.inn. 7 10 20 30 40 20 40 60 80
1.
2-
3-
4-
5-
6-
7.
- -99-
- -98-
. -97-
- -96-
. -95-
- -94-
- -93-
....
,
;.'V
ICE
WATER
50mm CLAY (Marl)
SAND - fine
End of Handprobe at 1.5m
. 1
. 2
. 3
. 4
. 5
. 6
. 7
....
* w
....
t 1
5 •quart cm rod pushed to depth.
g Bulk Sample [3 Wa*h Sample Vertical Scale- 1-40 W, Split Spoon m Rock Core DOMINION SOIL INVESTIGATION INC.rrra *n -ru U/II-TK Sheet 1 of 1 Hole No. 2 Iflll 50mm Thin Wall Tube
4 '
ATTERBERG LIMIT TEST RESULTS
)W Plastic Clay
MediumCUy
Plastic Highly PlM CUy
A-li i*
HQ. 48
HoH
to se
leSil i or Organi : Clayt
Clayey Silt Silts
ie ae ae 48 58 68
LIQUID LIMIT ( LL)
78 se se lee ne
LEGEND: D TESTHOLE es MARLLL PL PI NMO76 49 38 1 17
April 1990 Reference No.: 90-3-T6
SEDIMENT SAMPLING - SURPRISE LAKE
DOMINION SOIL INVESTIGATION INC. Enclosure 25
DOMINIONCONSULTING
SOIL INVESTIGATION INC.SOIL A FOUNDATION ENGINEERS
THUNDER BAY
440 BALMORAL STREET, THUNDER BAY, ONTARIO P7C 5GB
TEL: (807) 6?3-JS2S
FAX: (807| 623-178?
rMattabi Mines Limited P.O. Box 190 Ignace, Ontario POT l TO
~l
HEAD OFFICE: Scarborough. Ontario BRANCHES IN:WATERLOO
LONDON
SARNIA
THUNDER B AY
WINDSOR
INVOICE NO.INVOICE DATE 90 03 30CLIENT NO 600191JOB NO 90-3-T6YOUR PURCHASE NO. 059575
TERMS: Payable On PiesentatioriInterest o! 2V, Per Monm will be Charged on Overdue Accounts
SERVICES
Re: Interim InvoiceSediment Sampling Surprise Lake Mattabi Mines
TASK
1.0 Project Organization, discussion with Noranda, MNR, Mattabi Mines and prospectors
3 hrs @ $45.00/hr
2.0 Fieldwork, including travel to site, daily travel to Ignace and sampling
Manpower (2 persons) 88.5 hrs @ $45.00/hrTruck Expense 938 kms @ $ .65/kmEquipment Rental 3 days @ $150.00/dayMeals 4 Accommodation 3.5 days @ 5120.00/day
3.0 Materials
75 mm ABS pipe, couplings and adhesive (receipt attached r^e OJ-.M/I s*.c-*-t(. .
JA83.40 -t- 157.
Total
l 135.00
3,982.50609.70450.00420.00
555.91
56,153,
Ontario
sliV o) Northern Development
53G l l NWUaa-t a. 13288 ENGLISH LAKE 300f ^ T x **y ' Report of Work" ""-"-Mining Act (Expenditures, Subsection 77(19))
should be submitted to Mining Lands Section, Mineral Developmentand Lands BranchType of Work Performed
Sg^ I ^ET-AJTMining Division Township or Area
Recorded Holder Prospector's Licence No.
Address
345Wart Performed By
A
Telephone No.
Name and Address of Author (of Submission)
W *ST, . B/? yDate When Work wa* Performed
03Day | Mo. | Yr.03 90
Day | Mo. | Yr.
All the work was performed on Mining Claim(s): Indicate no. of days performed on each claim. 'See Note No. 1 on reverse side
Mining Claim No. of Days
HOMining Claim No. of Days
SOMining Claim No. ol Days Mining Claim No. ol Days
Mining Claim No. of Days Mining Claim No. ol Days Mining Claim No. ol Days Mining Claim No. of Days Mining Claim No. ol Days Mining Claim No. ol Days
Mining Claim No. of Days Mining Claim No. of Days Mining Claim No. of Days Mining Claim No. of Days Mining Claim No. of Days Mining Claim No of Days
InstructionsTotal days credits may be distributed at claim holder's choice. Enter number of days credits per claim in the expenditure days credit column (below)._____________________
Calculation of Expenditure Days Credits Total Expenditures________
s 4.IS3 .li 15
Total Days Credits
Total Number of Mining Claims Covered by this Report of Work
Mining Claims (List in numerical sequence). If space is insufficient, attach schedules with required informationMining Claim
Prefix
If
KK!
K-X-
V
Y
Number
1 0^f 2~5 H 7l fJ Q ? r t//?\ 0^2 S W1012-550I01Z5SI1 1 0 H Z20l l 0 H 22-I
l 0?4 l b l
Expend. Days Cr.
20bO60faQw&060
Mining ClaimPrefix
Total Number of Days Performed
NumberExpend. Days Cr.
Mining ClaimPrefix Number
M
Expend. Days Cr.
-frt
MA'
INING
Mining ClaimPrefix
r pnS* In i
f 30
LANDS
Number
/F h
990
SECTION
Expend. Days Cr.
Total Number of Days Claimed
HOCTotal Number of Days to be Claimed at a Future Date
IOCertification of Beneficial Interest 'See Note No. 2 on reverse side
ReVorded Hold Ispr Agent i8i-isr. i-XTJg.1 hereby certify that, at the time the work was performed, the claims covered in this report of work were recorded in the current recorded holder's name or held under a beneficial interest by the current recorded holder.
Date Bignature)
Certification Verifying Report of Work1 hereby certify that 1 have a personal and intimate knowledge of the facts set forth in the Report of Work annexed hereto, having during and/or after its completion and the annexed report is true.
Name and Address of Person CertifyingTkrvk-'t'.Ar-. 1 '-. v^n '.,'V-\
p; 6 i iMFor Office Use Only
Total Days Cr. Recorded
l
Date Recorded
Dale Approved as Recorded
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Mining Recorder
Provincial Manager, Mining Lands
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KENORAMINING DIV.
MAY 03t990AM,' pM
789101112123456
4 ;(.^ J/"'/rt'd (09/06)
Ontario
Ministry ofNorthern Developmentand Mines
Ministere du Developpement du Nord et des Mines
880 Bay Street 3rd Floor Toronto, Ontario M5S 1Z8
(416) 965-4888
Your File: Our File :
W9001-205 2. 13280
July 27, 1990
Mining RecorderMinistry of Northern Development and Mines808 Robertson StreetP. O. Box 5200KENORA, OntarioP9N 3X9
Dear Sir:
RE: Data for Expenditures submitted under Section 77(19) of the Mining Act R. S. O. 1980 on Mining Claims K 1092548 et al, in English Lake.
The enclosed statement of assessment work credits for Assaying has been approved as of the above date.
Please inform the recorded holder of these mining claims and so indicate on your records.
Yours sincerely
W. R. CowanProvincial Manager, Mining LandsMines 8c Minerals Division
DM/dvl Enclosure
cc: Doug ParkerThunder Bay, Ontario
Mike Hannusch Thunder Bay, Ontario
Resident Geologist Kenora, Ontario
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Ministry o lNorthern Developmentand Mines
Technical Assessment Work Credits
D.t.
June 28, 1990
File
2.13280Mining R*cord*f'i Report of Work No.
W9001-205
^t.jvryPfl'S''.'
Recorded Holder
Ooug ParkerTownship or Araa
English LakeType of survey end number of
Assessment deys credit per cUlm
Geophysical
Flectrnnugnotu- *Uy*
Uxqnetamftfr H*y*
OtHiT ifeyc
Section 77 (19) See "Mining CUimc Assessed" column
Genlngiral tby.
fiorv-hpmiral (by.
Men deys Q Airborne Q
Specht provision Q Ground Q
O Credits have been reduced because of pertlel coverage of cUims.
IjTl Credits heve been reduced because of corrections to work dates end figures of applicant.
Mining Claims Assessed
S4,800.91 SPENT ON SEDIMENT SAMPLING TAKEN FROM MINING CLAIMS:
K 1092548 1092550 1092551 1104221
320.1 days credit allowed which may be grouped in accordance with Section 76(6) of the Mining Act R.S.O. 1980.
Special credits under section 77 (16) for the following mining daims
NOTE: Travel to and from work site as well as vehicle expenses are not applicable under Section 77(19)
No credits have been allowed for the following mining claims
| ) not sufficiently covered by the survey | | insufficient technicel date filed
Trw; Mining Recorder may reduce the above credits if necessary in order lhat |he (otal number of approved assessment days recorded on each claim docs not exceed the maximum allowed as follows: Geophysical - 80; Geologocal - 40; Geochemical - 40; Section 77(191 - 60.
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