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4aA87NE0144 2.2818 CURRIE 010
DERRY, MICHENER 8c BOOTHMINING GEOLOGICAL CONSULTANTS
Cable: Dembee Telex: 06-28686
December 17, 1975
Mr. F. W. MatthewsSupervisor - Special Projects UnitRoom 1617 - Whitney BlockQueen's ParkToronto, Ontario
Dear Sir:
RECEIVED
DEC 2 2 1975
PROJECTS UNIT,
Re: Report on Overburden and Bedrock Drilling ____On 26 Claims, Currie Township (Claim Group 2)
A field programme of contract overburden and bedrock drilling was carried out by Heath S Sherwood Drilling and by Driftex Limited for Derry, Michener S Booth, consultants, on four claims (L388539, 388540, 388543 and 388544) in Currie Township from January 15 to February 9, 1975..
Two holes, nos. l S 2, and noted as Holes 73-25-72 and 73-25-73., were drilled. Field geology and sampling were undertaken by Driftex Limited and by staff geologists of Derry, Michener S Booth. The programme, including field organization, hole layout, site supervision, compilation and reporting, was directed by I. S. Thompson, P. Eng.
A total of 154.1 davS-Or 5.93 davs p^r claim are claimed for work credit over a 26 claim group., which includes the 4 above- mentioned claims.
The following data is submitted herewith:
- Description of Overburden and Bedrock Drilling, Sampling and Laboratory Test Work;
- Drill Location Plan, l" = 1/2 mile;- Drill Logs, Holes 73-25-72 and 73;- Log of Bedrock Chips by J. A. McNutt, M.Se.,
(binocular examination); M - Cost Data Sheets ;
- Cost Summary.
IST/r Encls.
DERRY, MICHENER 8s BOOTHMINING GEOLOGICAL CONSULTANTS
2802 - The Simpson Tower 401 Bay Street Toronto, Canada M5H 2Y4 Telephone (416) 368-4636 Cable: Dembee Telex: 06-23686
DESCRIPTION OF OVERBURDEN AND BEDROCK DRILLING AND SAMPLING
The equipment comprises an Acker Mrvte.l MP-ino Rotary jjrill unit which is mounted on a Nodwell FN-160 carrier unitL* Power for the drill is taken from the carrier engine with the aid of hydraulics. The drill string comprises 10 ft. sectional dual-tube rods of 2 15/16" size and a standard tricone bit. Rapid and reliable penetration and recovery of glacial overburden is achieved with a combination of air and water and a 10 foot continuous feed.
Water is pumped down between the outer and inner tubes to exit near the bit cone. The resultant mixture of water and sediment is returned up the centre tube of the drill string and discharges through a l ft. diameter steel funnel (cyclone) into a t 300 gallon water recovery tank, thus allowing for recycling of drill water.
Silt, sand and gravel are collected below the discharge cyclone in 5 gallon plastic pails which rest upon a steel grate lying on the top of the recovery tank. The clay size fraction is allowed to overflow the pail into the tank. Figure 2, which is reproduced from G.S.C. Open File #116, 1972, is a schematic version of this sampling system.
A 10 mesh Tyler screen is placed over the bucket to allow the geologist to continuously log the nature of the coarser drift particles, i.e. sand, gravel and till chunks, and a portion of the +10 mesh fraction may be temporarily retained for field geological examination. In normal practice, however, the +10 mesh fraction is dumped into the bucket at the end of each run so that all sediment, exclusive of clay fines, are available for laboratory investigation. Samples are bagged from each run and at periodic intervals are transported to a central laboratory.
Drilling continues below the glacial drift section into bedrock for depths of 3 ft. to 10 ft. The +10 mesh bedrock chips, which are up to 1/2" in diameter, are collected on the Tyler screen during drilling and kept separately from -10 mesh bedrock fines which pass into the sample bucket.
2
- 2 -
Laboratory Test Work
Initially the sample is washed and the coarse till chunks broken up to liberate the fines, following which, the complete sample is washed through a 10 mesh Tyler screen. The +10 mesh fraction is dried overnight in an oven and examined by binocular microscope for identification and classification . of the glacial deposits and for determination of clast lithology. The coarse (+10) bedrock chips are also examined with the binocular microscope for rock identification. A small portion of the -10 mesh material is seived through 80 mesh screening and the resultant -80 mesh sample is dried and shipped to Bondar- Clegg Custom Laboratories in Ottawa for geochemical analysis. The sample is digested in hydrochloric acid/nitric acid and is aspirated into an atomic absorptiometer for determination of total copper content in ppm. Bedrock chips may also be assayed.
December, 1975 I . S. Thompson
IST/r
Tyler Screen{10m"h)
Direcf Water Supply
Figure 2. Simplified version of Dual Tube Drilling System.
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42A07NE0I44 2.2010 CURRIE
DERRY, MICHENER 6b BOOTHMINING GEOLOGICAL CONSULTANTS
O2O
; uemoee Telex: 06-23686
December 17, 1975
Mr. F. W. MatthewsSupervisor - Special Projects UnitRoom 1617 - Whitney BlockQueen's ParkToronto, Ontario
Dear Sir:
RECEIVED
K 2 2 1975
PROJECTS UNIT
Re: Report On Overburden and Bedrock Drilling ____On 64 Claims, Currie Township (Claim Group 4)
A field programme of contract overburden and bedrock drilling was carried out by Heath S Sherwood Drilling and by Driftex Limited for Derry, Michener S Booth, consultants, on 64 ^contiguous claims in Currie Township from January 15 to February 9, 1975. ~"
A total of 26 holes, nos. 3 to 28. and noted as Holes.73-25-74 to 73-25-99. were drilled.Field geology and sampling were undertaken by Driftex Limited and by staff geologists of Derry, Michener s Booth. The programme, including field organization, hole layout, site supervision, compilation and reporting, was directed by I. S. Thompson, P. Eng. A description of drilling and sampling procedures is appendixed to our letter.
A total of 2572.94 davs. or .40.2 days per claim are claimed for work credit over the 64 claims,.
The following data is submitted herewith:
- Description of Overburden and Bedrock Drilling, Sampling and Laboratory Test Work;
- Drill Location Plan, l" = 1/2 mile;- Drill Logs - Holes 73-25-74 to 99 inclusive;- Log of Bedrock Chips by J. A. McNutt, M.Se.,
(binocular examination);- Cost Data Sheets;- Cost Summary.
- - ' 10
rYours very truly,
IST/r Ends.
I. S. Thompson, P. Eng.
l?. .20/0
DERRY, M ICHENER Se BOOTHMINING GEOLOGICAL CONSULTANTS
- The Simpson Tower 4.01 Bay Street Toronto, Canada M5H 2Y4 Telephone (416) 368-4636 Cable: Dembee Telex: 06-23686
DESCRIPTION OF OVERBURDEN AND BEDROCK DRILLING AND SAMPLING
The equipment comprises an Acker Model MP-1QQ Rotary d r ill un i t r wh i eh is mounted on a Nodwell FN-16Q carrier unit. Power for the drill is taken from the carrier engine with the aid of hydraulics. The drill string comprises 10 ft. sectional dual-tube rods of 2 15/16" size and a standard tricone bit. Rapid and reliable penetration and recovery of glacial overburden is achieved with a combination of air and water and a 10 foot continuous feed.
Water is pumped down between the outer and inner tubes to exit near the bit cone. The resultant mixture of water and sediment is returned up the centre tube of the drill string and discharges through a l ft. diameter steel funnel (cyclone) into a * 300 gallon water recovery tank, thus allowing for recycling of drill water.
Silt, sand and gravel are collected below the discharge cyclone in 5 gallon plastic pails which rest upon a steel grate lying on the top of the recovery tank. The clay size fraction is allowed to overflow the pail into the tank. Figure 2, which is reproduced from G.S.C. Open File #116, 1972, is a schematic version of this sampling system.
A 10 mesh Tyler screen is placed over the bucket to allow the geologist to continuously log the nature of the coarser drift particles, i.e. sand, gravel and till chunks, and a portion of the +10 mesh fraction may be temporarily retained for field geological examination. In normal practice, however, the +10 mesh fraction is dumped into the bucket at the end of each run so that all sediment, exclusive of clay fines, are available for laboratory investigation. Samples are bagged from each run and at periodic intervals are transported to a central laboratory.
Drilling continues below the glacial drift section into bedrock for depths of 3 ft. to 10 ft. The 4-10 mesh bedrock chips, which are up to 1/2" in diameter, are collected on the Tyler screen during drilling and kept separately from -10 mesh bedrock fines which pass into the sample bucket.
2
- 2 -
Laboratory Test Work
Initially the sample is washed and the coarse till chunks broken up to liberate the fines, following which, the complete sample is washed through a 10 mesh Tyler screen. The +10 mesh fraction is dried overnight in an oven and examined by binocular microscope for identification and classification . of the glacial deposits and for determination of clast lithology. The coarse (+10) bedrock chips are also examined with the binocular microscope for rock identification. A small portion of the -10 mesh material is seived through 80 mesh screening and the resultant -80 mesh sample is dried and shipped to Bondar- Clegg Custom Laboratories in Ottawa for geochemical analysis. The sample is digested in hydrochloric acid/nitric acid and is aspirated into an atomic absorptiometer for determination of total copper content in ppm. Bedrock chips may also be assayed.
December, 1975 I . S . Thompson
IST/r
Tyler Screen
Direct Water Supply
Figure 2. Simplified version of Dual Tube Drilling System.
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CD
THE TOWNSHIP OF
CURRIEDISTRICT OF COCHRANE
LARDER LAKE MINING DIVISION
XALE'I-INCH*40 CHAINS
LEGENDPATENTED LANDCROWN LAND SALE LEASES
LOCATED LAND LICENSE OF OCCUPATION MINING RIGHTS ONLY
SURFACE RIGHTS ONLY ROADSIMPROVED ROADS KINGS HIGHWAYS RAILWAYSPOWER LINES MARSH OR MUSKEG MINES
or CS
Loc.LO.
M.R.O. S.R.O.
C
NOTES
AREA MARKED THUS Files. 11593
213IEWITHDRAWN FROM S TAKING UNDER SEC. 3 9(0) OF MINING ACT
Jv
400* Surface righis reservation around all lakes
ri ve ra.
GRAVE. L- RESERVE
TC, 6.t) 4
PLAN NO.- M.34!ONTARIO
MINISTRY Or NATURAL RESOURCES
42A07NE0144 2.2010 CURRIE 200
CON. IV
CON. Ill
CURRIECLAIM GROUP No.2
388434^0r"
CON. II
CURRII:CLAIM GROUP No. 4
LOT 10 LOT 9-. LOT 4
BOND TWP
CURRIE TWP.
DERRY. MICHENER 8 BOOTH
THOMPSON CURRIE TOWNSHIP- ONTARIOLEGEND
Overburden hole location and number
OVERBURDEN HOLE LOCATIONSLOTS 4 to 12 CON. 11,111, IV
Dec , 1975 By : l.S. Thompson
CON. IV
CON.
CURRIECLAIM GROUP No. 2
r——
CON. II
CURRII CLAIK GROUP No. 4
LOTA l 2 LOT 9-
BOND TWP
CURRIE TWP.
DERRY, MIC HEN ER 8 BOOTH
LEGEND CURRIE TOWNSHIP- ONTARIO
Overburden hole location and number
OVERBURDEN HOLE LOCATIONS
LOTS 4 to 12 CON. 11,111, IV
Dec., 1979 By : f.S. Thompson
