Dominion Soil Investigation Inc. - Ontario · Dominion Soil Investigation Inc. Consulting Engineers...

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

1 1 1o — to :

SAND a \ Z x ix rGRAVEL \ I H- H H

...0- EMBANKMENT\ ^ ———

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— 5-

— 6 metres

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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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WATER

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MARL

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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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K M 5

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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


SUBSURFACE PROFILE

H^ELEU.

Cm)UATER

DATAK MOISTURE

wp w WL4 ————— 9 ————— 4

SYMBL MATERIAL DESCRIPTION

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1-

2-

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5

6-

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- -87-

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- -95-

. -94-

- -93-

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CLAY (Marl) - Silty, brown/white, soft ,

SAND - fm* to medium, light brown

End of Tetthole at 3.1m

SAMPLES

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g Bulk Sample E3 Waih Sample Vertical Seal*- 1-40 m Split Spoon m Rock Core DOMINION SOIL INVESTIGATION INC. - " *s""' l 'w M 50mm Thin Wall Tub. Shwt 1 of 1 Hoi. No. 02

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


(m)*

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WATER DATA

ft MOISTURE *P W \4 ————— 9 ————— 4


-inn. T7 10 JO SO 40

1-

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6-

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ORGANICS - Silty, very loote

ULAY (Marl) - silty, ngnt brown, very toft

SAND - fine to medium


SAMPLES

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1

I

3

. 4

5

. 6

. 7

l

1

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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

*sWE -j w UJ

.inn.

1-

3.

S-

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CLAY (Marl) - Silty, tract •and tt ihelli, light brown, toft

SAND - fine, grey


SAMPLESi-g-

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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


SUBSURFACE PROFILEy, MOISTURE

^ W ^4 ————— * ————— A

.inn. w 10 SO 30 40

1-

2 -

3-

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- -98-

- -97-

- -96-

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—— • —

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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

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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


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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


(m)ELEU.

(m)tr tuaH haa3D

9C MOISTURE W W W^4..... .— —... —— ..A

SYMBLMATERIAL DESCRIPTION

SAMPLES

l-,-.gjE D^

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20 40 60 60SPT (N)D DCPTA

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-inn- v 1 0 J0 30 * 0 20 4 0 60 B0-

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CLAY (Marl) - Silty, trace land, light brown, toft

- Sandy, tome ihellt, firm

SAND i GRAVEL - fine to coarse


1

2

S

- 4

5

. 6

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Vertical Scale: 1:40

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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



(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 -

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4 -

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7 .

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. .

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Peaty ORGANICS/ROOTS

25mm CLAY (Marl) @ 1.8m

SAND t GRAVEL - grey


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


f

—



(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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SAND - Silty, tome organic*, brown/black

CLAY (Marl) - Silty, light brown

SAND - fine


1

I

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4

5

. 6

. 7

!

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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


ENCLOSURE No. 15



(m)*

5*."]E~J \slil

UATER DATA

X, M OISTURE Wp W V4 ————— 9 —————

tA


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-

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- -97-

- -96-

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SILT - Sandy, tome organic*, brown/black

CLAY (Mar!) - Silty, light brown

SAND - fm*


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



(m)*D~uje

Jvs IU

UATER DATA

% MOISTUREwp w y^4 ————— * ————— A


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

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- -98-

-Q7-

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- -94-

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100mm Silty ORGANICS

CLAY (Marl) - Silty, tr*ce land b rooti, light brown

SAND - fine


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2

3

. 4

. 5

. 6

. 7

* . * *

i

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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




(m)*

3~UJE-Jw111

UATER DATA

K MOISTUREWP w WL* ————— * ————— A


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-

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CLAY (Marl) - Silty, tree, land it rooti, light brown

SAND - fm.


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*




(m)*

D~WE•J wIU

trIUC I-H^a3D

ft MOISTURE *P W WL4 ————— * ————— A


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

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WATER


CLAY (Marl) - Silty, trace tand i rooti, light brown

SAND - fine


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




(m)*^WE j\^ us

UATER DATA

K MOISTURE *P W WL4 ————— * ————— A


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-

....

....

,

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!

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



SUBSURFACE PROFILE

tr~Q- EUIwo

Si-iftu

aUjd Hl-aa30

K M OISTURE ^ w *i4 ———— * ———— A


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


CLAY (Marl) - Silty, trace (and k roott , light brown

5 AINU - line


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 ——————


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*



SUBSURFACE PROFILEI B-9lil w0

*

iu w

UATER DATA

SS MOISTUREtir iir n rWp W TW

" *


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


. 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




(m)*

3~WE —i^UJ

UATER DATA

X MOISTURE W^ W V^4 ————— t ————— A


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


(m)*

iu9 -ifIU 3Q

IK MOISTUREtir Mf tmf**O " **T

V V A


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

'"' ( ' s ••''f L " -V ' rf '(

:? i c \ i\~' -. . - - -7.1 ~"o > L.. r \^ ' i - ' iTelephone No.

•~^\ ~~t -' /S (r~' O

Mining Recorder

Provincial Manager, Mining Lands

, ,/ , ^^ t ,/

Date .

c. . j ;. X i LReceiv

performed the work or witnessed same

•.' L i.. '? y- v , r - 1-. '7Certified By (Signature) t

'

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

f-:-----:-;-^;i:-^^i l ~"^ -'

f AUGO:-:j390ll RE C E l V E: D

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

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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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Dominion Soil Investigation Inc. - Ontario · Dominion Soil Investigation Inc. Consulting Engineers...

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