topographic & pilot geochem surveys
TRANSCRIPT
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Xuivoy Obioolivo
Topographic Sunvy
Sheet n.Stioo! ^! ; Shooi ;H
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'['bc I'.ixnsvr ('rook l )oprossion
()hsor\'al.iotis ofRavinos and Drainage Sy SitrfoundinsM'laiiii \2Q\T!
Ravines and Drainauc Syslom^
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Key Maps A A. R
1980 VI.N.R. TlM&ER.
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Pockei P,
42H02SW0014 2.17833 BOWER 010C
'N'ilRUDti'f ION
This assessment' vvori. repMl covers ol'afms '-201V74 aftd 1204372 Brower Twp., -,vi(h Ihc work having boon performed on J 20-137 l The nro*x:atics consist o?' 2 four urn* coffftqyoijs c':a-*ns i.'.cased in the iv:Hlh--west eonier c,!' fhc township. The claims niav be realised hv drivjujj. easf f.nstK'. V;hrauc i ra s h^ys r")'/1 612 for 6'. 8 Lni. then fi?u}':h '..R Benidn-oad 'or l.Cdkm
Previous wark on. the claims ('riwiisjis * ; ilc I'-.iKO') consisted t;l a seres u3" cxploraisoiiai fravcrscb. lo search (at" and pros? f H s nary map apparuiSly niioeralt^'ti spnii^s, ' .'?'':s work rcv./.i-lcd a broad HvsEc-m oj'ar'csiaii springs n't s'hc Brirwcr creel, depression and i.1;e Cfiij'ura'cs : fi i'ctt-'iM,H a;(;fif^ ihe iveslt;f:n i-un^ili t/i sliu |;*'opu!'iv. .'ii/iiie ;,;J she sj);'t!i^H arv' gut!c larp.f. tncasunt'g irnanv fncSrcs ^i lengiH and wisliii. and 'Sic winer cui^:aifMJ.ij'v cjfitiurcd ./ ; ::: uci;;i:H at id red :v,:d;t:.^rv; difics^r:';^ fvorn ihe-i; s.s subsiar?haS Jlu; spriKgK flow year{V'.i.^Kl a' :'i 3JC.;-!UV K'sd p!XxSfC?abfc "i'l v :
A fiiap.ucfo^ioicr survey vvas alh;,; co"d.ji t.:d vvoKh re ve a i t-d a !u.aprt'-'ie, r'dp/.: cro.'isiny, lS\c propc-riv osi a soutiiv-caoi aii|?Jc.. 1'iic claim asid suiToisiniisig rcgiot* vv1iir.rt ix il die C'fK'.hf'Msv,; i':! a\ i'id; have Vdrymg dtnKhs 't('over!)urtkm. 1'fic closcsi uuierops is 4 im h: fhc cas! on \.;i"i(if )da J^plora^ijf: Cu, cJidts? 1202if? l { .'.i^rrsins 2'Te T-J(;VO)
W :;il! Jl'.is in naiad a diiigcnl suafvh has bccii niadc on flic pi'opcrSics ior ui;5cr f jp, d'^i ^;,.jti aos'i ; b?v y ve fndica{';oj;s a:i U. d?.-- cuia;iO ar;d :-ifi. ;.ivcc urdhc fTsif.icrai.'./.ahoiT ia ih.c snnti^s :\';;'ie wu;; aiiiiid
; )n .S'r-T'-ofTiiher /'O. '90 a ifiaJ^-i'Tscd^a piiof geejciiesiiiiea;; .suivf.v was injl'sated over llie spruits on lire claim. The tonopraphtc survey was prepared as a guide for the ;i;.;.erBCir'aMon *,f~ pcoebesinioat suwcv I'hc 01*0! Su?vey of water, sfvil an.d sed^i'sc'i? fiEnspftnt', fs pfesr-rtfy o?i eosn^.
\ ? T. S'L:w.af: i safTji'Jcrt 'n^Ji^e.njis!' ivish I'he Oniann (}eoio|Hea!' Survey- Sudbury', ( Jr!ar;si is KJSidiv doiog Mie latciprelaiiou.
"'he d'-'aik-d map1 ., skcfc.hcs and- w? 'iiH-p rcp4,rf. fcpresculK rse eoKecliop c-l s:- ftiuc 'jfF/fifiaiHtfi as p^ss'olc, ai)oui ihe st.iriar,c ,and possible .suh-smfacc drainage pi'ttTiis and
'. .- : o;):'.*gT:j;)l'se lca-'ures rtuU: see.??' h; c^iMrr.;( 'hc?n. '''hcn-^on; Te Fiai'i ob;oc^vc o'' 'he survey vvys ti.uc'-i3^ti^^ HH/ HOvsre^,^ f u v^d"'-.^ g^Ki pnH'uo^y lh.e HU^ue-l'i.u'e sf IK'V^H Lu co.-y c^u::.e ?lr.; rn': ^cra(n^(u;n :n (he, :-;f;nngs.. ,-\ secoruiarv oD|eclsve r.*' ;hc ',
i''ron^ Or ̂ '.-he r S 4-6 "?? V'ar'-h if r^7 an. ^ifc-fte S;*f.i(A^-ap ;.,;-- r;!aJm 1,70-1'}?''*. '''he e.KlsHn/^^-nd was s?sed arul ohscrvafkms we're recorded every l 2.5 moires on cn.ssiitios .spaced ':CO ficl-'tA cinaf", and o^-nsiderahSc cxpUtraiK;?! was also done ::Khvcet\ C'; i.c '-t'.tv.s T^*.. J-patJS ".'v'ejv ",;;ii,;d a;3 i^.tidcf; tor ('se survgy.
v.;: ' '.f,\ .., - rvT -; i-. : op(iKnijr!;c '-- iu;j -'A;o,-i - 20 - : 7-5000-6 1300
l |-?K r^ap k)catcs the propcny as being (he Ni s-; .', j,oS' l i C'or? 5 i 3 rower TWP,, wiih iftc gnd :vtei-e;;m; be;;,K ;7-':;Chi3s
k!-.V MA!-'.i.J - M N..R. rorcsr Resources Map Shcei -! 7-5000-34300
:v,(?1hee ''ea^i.i'Xs, .u?0!?.f-, .vi'fi i:he / VfA'i.'.k'.a! hoyadiay rt-pM;sen!ed 5}' ;fhe Jarm; dashed lines 'ii'";e V'CiasccaiiotJiarv'-n.'iCiavoScariics lie the iK;r!h-casl utsd li;e Main- lo Irsiecrned'ak'; \'''e'aV;ileaHics k. S fie s"U.Jli';-\\e:;!: ',J. c Jder p/v.ii-.tj/fc-J maps and * reei..A.; ^^p \^erc us-.;d as v, 'v:f'je ;v-H;;e-{!iT.g 'V :':Ai:":,wr, *-'re A; ; ?.ran'v ! ?ept of \-fin(,'-^ Preliminary Mivp i' -it.. P 37? ('''. c'-K'anc SlfA^A f ::euk;t;jeal C'en-pslidion Sencs Map 7,^:1 ('.'urai Rapids - *.'.'(jci^-jinc J ; !"err, aiiu i\lap ?,543 Bedrock ("eoloio tjs (^Jtantv, i ''.as i C'en'rai Shrei
' ' iu v sHoc s s a-T KH'kiiccd which de;'s 3! lise lopotfrsphic relief and surface features as;l(:: ; 'lA':a!i.Xt by (hi': SUi'vCV
This is llif. ba.se topc^nipHe map .i iJt.'.vaHf/ri ron'OJii 1 ^nd 2 ck:.vjv;:;i- pn.nl?> were silken ((.'{Tn key Map ;\ auti ase ioeatea on the as ioiiows. Yhe 260 metre contour iific et'k-irs ?h puti)i:nv at dpwruiauiaMv 3 7"'J svd.'i i'he rtase!i?K;, dcsenbes a ioop HI iif'o noil h -cass' twnef ol rhe grid, crosses Sht; n*;tvh-^as( corTicr oi'ihe 'skuitT' HI the shailnv?' dkicf vegUiilcd dfuS'i^c exloabj^-ii (;l '"avicn". -2. dua
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" d!.;scr;I)..'H ,:,r-}'f?c" KCH;M I'top rn S'lr sos^t-oasf corno" of fhc f'Tid, and thc:i n.:!ss wcn f .s;r"aifCf N I' ii 5()i( Y :v in apnr*iX!iKfus'i-'v -'* : 00 w i'V-ircs h.ccc i ; : bt-nids ftmlib t)cibrc iluni'iigiH.; foil'nVHi;( rise south ndy,e of ravine : '6 alonj. the livdn? liiscs and rtie C' N.P., tracl.s , ;^;-jQ sncSrc ckvaUofi oasii! apos'svviais'wiciv 7,0 ni.ctres wes?" of!. H vV. 6-; -tO o is positsfvnod
irs ?-h.c rutile ihardclri',* iriv; ';;i;rtS"-'.";s' side :*f rhc '.^rtv c r -re' i ttrnressihn TSis hs-s^hl n t::;;j c'i;n.'.; tHjc;; ;).c; '?)c wes!' .side .'sf Hrr.-vver creefc ,and Ih-nr^ v/ha]" ?h.c 3is(h;W' !:a.s ea55i.il Ilu!-
r .. ;1n "t.Hi~;;VvS. 'jvcr wh'c-E fl:c '.'' '"'--..y. : r '. f::'.: ; i : ed 'I'eir brkU',c. A 2 S3 mcsrc' '"ieva'sor. poui i u': - ; ;f.-i; y' a|:p' ;.cri";s;i'o1v l rt w v "*0 S /'") meiro'-i 'inu^' oS'sprjo.**; /''4 'V fb,.- dra'H H' poi;
i'fr's yit:\fh fht; depHv; e;i'il;e ravi ; K^ a' -he erossiines. A S mm nvloii. rope was stretched as 'iM; h a^ pc.sKib^;'; fro"! CTV.S! ix? cres 1 ! acrc/ss l.hc fa\')nes. A li^'hiweif.'.hl piasl^c snap nny was a*iiached M; i* re^i i-ipe ana nseasureni.eiiis vvr.re UIKOJI tu aii p'CKei'H Jfi rtv-'. j'a^'siw'i. 'i'hnw C:"cel!veiy recsfrcs rN; r:j-;T'.ses Jsutvyriant def)i*is KI i ne Wi'-si a^d shi-.ir dra.'oaj'.c beds casferlv 'i.se it! cH'v.tcS's?^ t 's:o jfiV'nod o. ;sJji;tV)pp !;K; ?v.;Y.'J' ftas i w .;*((scj'r a.s aatxiuafc a?HE ?norv praeficaii ihai! altt^mptitiv', M; (HsiSP'ai'e flu,-, re-ici wCi co'^oi..!!' Ifnes -rj sjel; a aiin'ow af-G rvcnned .urea ^il?i ran.;div cha:!j{ 'fn;.?. hs.i^M:.
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OntarioMinistry of Ministere duNorthern Development Developpement du Nordand Mines et des Mines . .Sedimentary Geoscience Section
Ontario Geological Survey 933 Ramsey Lake Rd., 7th Floor Sudbury, Ontario P3E 6B5
Mr. Paul HaireRR#2Cochrane, OntarioPOL ICO
September 4, 1997
Dear Mr. Haire
I have reviewed the material you sent me and offer the following comments. As you are aware, I have not visited the site and my comments are based on the material you sent me and on maps and publications that were immediately available to me during the interpretation. I have divided my comments into 3 sections; the first discusses the localization (i.e. the positions) of the springs; the second discusses the chemistry; and the third summarizes the results.
Geological Controls on Spring Localization
The springs occur adjacent to and, with several exceptions, to the east of a Brower Creek in the small incised valley formed by the creek. A small topographic escarpment occurs at the edge of the valley. Several springs occur at the base of the escarpment but the others are somewhat removed from it at a distance of about 100m to the west. Based on the reported 9m relief and the numerous springs, the Brower Creek depression appears to be an intermediate to regional discharge zone for groundwater in the area.
There are a number of factors that can control the emplacement of springs including topography, overburden thickness and type and faulting or fracturing in bedrock. From a mineral exploration point of view, it is important to know if the flowpath of groundwater discharging from springs includes bedrock or if it is entirely within overburden. If the latter were true, it would be unlikely that the chemical character of spring discharges or precipitates would be representative of nearby bedrock or mineralization, especially if the overburden were glaciofluvial deposits. Unfortunately, without intrusive geological investigation or detailed Quaternary geological mapping, it is difficult to determine with any certainty whether the springs are localized due to overburden or bedrock factors. However, it is possible to make some educated guesses based on the topography of the area and the major element chemistry of the s "ri
2. 178339'3d' SEP 1 8"1997
'GEOSCIENCE ASSESSMENT OFFICE
Mr. Paul Haire September 4, 1997 Page 2
One possible explanation for the line of springs could be a north-trending exposure of coarse-grained (e.g. sand and gravel) materials underlying the clay that have been exposed by stream down-cutting. Buried glaciofluvial deposits or a lacustrine sand- layer within the clay are possible deposit types, although the reported high volumes of water make the latter type an unlikely source for the water. If buried glaciofluvial deposits do cause the line of springs, a bedrock component to the flow path is still possible since many eskers and other outwash deposits rest directly on bedrock. Very small-scale Quaternary geological maps of the area show no eskers or glacio-fluvial deposits in the area. Even a cursory knowledge of overburden thickness and type in the immediate area of the springs would be of great help in understanding the controls on spring localization.
Another explanation for the line of springs could be an underlying major geological fault. A major geological fault is mapped in the southern part of Brower Township trending northward and on-strike with the line of springs (OGS Map No. 2205). Unfortunately, detailed published geological maps are not available for northern Brower Township. Considering the relatively high volumes of water flowing from the springs, fault localization would also require thin overburden and/or coarse-grained materials overlying the fault.
Despite the uncertainties, the likely regional nature of the discharge in the Brower Creek depression coupled with abundance and continuity of the north-trending line of springs suggests that the flow systems are quite extensive. In the absence of evidence to the contrary, it is likely that at least parts of the groundwater flow systems associated with these springs are through bedrock and that their trace element geochemistry may partially reflect that of bedrock.
Chemistry of Spring Water and Precipitates
The chemical constituents of spring water and precipitate were analyzed by ICPMS at the MNDM laboratories in Sudbury and are shown in Tables l and 2, attached. The spring waters and their precipitates are characterized by relatively high concentrations of iron (Fe) and manganese (Mn). High concentrations of calcium (Ca) and, magnesium (Mg) in water and sediment, and strong effervescence of the precipitate in dilute acid suggests that all the spring waters and their precipitates are high in carbonate.
Mr. Paul Haire September 4, 1997 Page 3
Springs precipitating either pure iron ochre or carbonate-rich ochre are relatively uncommon in the Canadian Shield and are suggestive of an iron source in the subsurface. Most commonly, iron in groundwater results from the oxidation of metallic sulphides. The oxidation of relatively small amounts of disseminated sulphides in sand and gravel deposits can produce high concentrations of Fe in solution (up to several mg/1) because of the large surface area of sulphides available for oxidation. -- Alternatively, oxidation of sulphides in bedrock can produce very high concentrations of iron in solution (tens to hundreds of mg/1) but this would typically require that large amounts of sulphide were present in rock because of the smaller surface area of sulphides exposed in fractures and joints in rock. Rusty, ochreous deposits can result when waters exposed to either of these sulphide sources reach the surface environment.
The concentrations of iron in water from these springs (Table 1) range from 0.9 to 3.4 ppm. These are high but not outside the possible range of groundwater from sand and gravel flow systems. Even if a component of iron in the water is from bedrock sources, the concentrations are not high enough to suggest the presence of large amounts of iron sulphides.
The trace element chemistry of the spring water is of particular interest because it gives an indication of the trace element chemistry in the materials encountered along the flow path. In particular, Zn, Pb and Cu are important because their presence could indicate the presence of base metal sulphide mineralization as opposed to simply pyrite. Unfortunately, none of the springs show overly high concentrations of these metals in the water (Table l and 2). High concentrations for Pb and Cu in water would be in the tens to hundreds of ppb and for Zn would be hundreds to thousands of ppb. High concentrations for all three in precipitates would be thousands of ppm. The two precipitate samples taken at line S + lOw/S + ISs have Zn in the order of 500 - 600 ppm which is considered to be a moderately elevated concentration for spring precipitates.The concentrations in water at this site are also somewhat elevated relative to the other sites. However, considering the absence of other significant base metals in these materials and the absence of base metals in materials from any of the other springs, it is considered unlikely that the elevated Zn is an indication of significant accumulations of Zn mineralization in bedrock.
Mr. Paul Haire September 4, 1997 Page 4
Summary
In summary, the springs on your claims are somewhat unusual in this part of Ontario because they precipitate ochreous and tuffaceous (carbonate-rich) materials. They represent the discharge point of a fairly large-scale "intermediate" to regional groundwater flow system. It is likely, subject to the uncertainties described above, that at least a component of the groundwater flowing from these springs has moved through bedrock and therefore it is reasonable to assume that the geochemical character of the water and/or precipitates partially reflects that of bedrock. Unfortunately, the major- element and trace-element chemistry of the water and precipitates do not indicate the presence of large accumulations of base-metal sulphides nor do they indicate the presence of significant iron-sulphides deposits. If significant deposits of this type occur on your property, the chemistry of the groundwater discharging from these springs does not reflect this.
I hope this material is sufficient for your needs. If you require additional information, please do not hesitate to call.
Yours Sincerely
Stewart Hamilton, M.Se.
Table 1. Spring water data, Brower TownshipCode
Sample
AgAlAsAuB
BaBeBiC
CaCdCdCeCICoGrCrCsCuDyErEuFeGaGdGeHfHoLaLiLuMgMnMoMbNdNiP
PbPrPtRbSbSeSe
2240Brower 96-1 (
0.0015
0.080.001232357.030.0080.001
22112398
0.0010.0020.008
00.090.200.200.000.43
0.0000.0000.002
1655.60.00
0.0000.900.03
0.0000.005
9.300.0003399477.58
0.240.01
0.0040.67
820.0140.001
0.471.820.002.150.25
2241Brower 96-2 (
0.0011
0.050.0012040
50.790.0060.001
19105878
0.0010.0030.006
00.060.150.130.000.38
0.0000.0000.002
1149.20.00
0.0001.690.04
0.0000.004
8.320.0003099857.78
0.210.01
0.0020.60
780.0400.001
0.331.380.011.970.21
2242Brower 96-3 (
0.00175
0.120.0011913
50.500.0090.001
20103871
0.0030.0050.120
00.090.240.210.010.51
0.0040.0020.003906.2
0.010.006
1.590.04
0.0010.058
8.220.0003059857.96
0.210.02
0.0500.69
610.2830.013
0.401.500.021.940.24
2243Brower 96-4 (
0.00128
0.160.0022824
50.590.0060.001
22105418
0.0110.0100.036
00.100.160.130.011.60
0.0010.0010.002
1274.20.01
0.0020.920.03
0.0000.020
8.920.0003576355.49
0.340.02
0.0170.63
820.1310.004
0.271.560.012.090.31
2244Brower 96-5 (
0.00133
0.050.0021672
49.930.0040.002
19106067
0.0530.0530.057
00.070.260.240.013.83
0.0020.0010.003872.3
0.010.004
1.570.03
0.0010.032
8.320.000
2847880.18
0.250.01
0.0290.62
780.3080.007
0.601.790.011.890.26
2245Brower 96-6 (
0.0007
0.040.0011445
56.440.0080.001
18108706
0.0030.0020.009
00.060.220.210.010.29
0.0000.0000.002
1329.10.00
0.0011.180.02
0.0000.005
8.690.000
27677228.67
0.280.01
0.0040.60
670.0160.001
0.40^ 1.21
0.011.820.24
2246Brower 96-7 (9
0.00317
0.330.0021574
76.670.0050.083
v19117351
. 0.0060.0050.032
00.170.260.240.010.80
0.0010.0010.004
3430.80.01
0.0010.430.51
0.0000.015
8.140.0003266599.47
0.330.05
0.0110.96
790.0720.004
1.061.750.011.840.35
2247Brower 96-8
0.00120
0.060.0021281
63.590.0070.031
15106545
0.0020.0010.054
00.070.180.170.010.39
0.0020.0010.003
1548.80.01
0.0031.210.19
0.0000.028
6.970.000
2975869.55
0.250.03
0.0190.73
810.0490.006
1.311.950.011.750.33
CodeSample
SiSmSnSrTaTbTeThTiTl
TmUVWY
YbZnZr
2240Brower 96-1 (
434130.000
0.03584.60.0020.000
0.030.026
1.280.00
0.0000.001
0.070.586
0.010.000
0.730.77
2241Brower 96-2 {
385330.000
0.02610.70.0020.000
0.030.016
1.120.00
0.0000.001
0.060.600
0.010.00011.220.84
2242Brower 96-3 (
422960.008
0.06650.50.0030.001
0.030.072
3.570.00
0.0000.003
0.140.548
0.030.00111.34
1.13
2243Brower 96-4 (
398400.003
0.02771.00.0020.000
0.030.031
1.840.00
0.0000.001
0.090.613
0.010.001
0.570.97
2244Brower 96-5 (
425050.005
0.03548.30.0020.000
0.040.029
2.170.00
0.0000.006
0.110.602
0.020.001
1.090.49
2245Brower 96-6 (
349280.001
0.03388.70.0020.000
0.030.015
1.180.00
0.0000.008
0.040.510
0.010.000
0.580.33
2246Brower 96-7 (9
292580.002
0.07481.20.0080.000
0.030.223
1.780.00
0.0000.007
0.110.431
0.010.002
1.081.83
2247Brower 96-8
314290.004
0.03360.70.0060.000
0.030.082
1.910.00
0.0000.003
0.090.644
0.020.001
1.281.04
1. All concentrations are in parts per billion (ppb)2. Au concentrations are not precise and should be taken as qualitative3. Data provided above are preliminary and are subject to revision
Table 2. Spring Ocre Samples from Brower TownshipSample #
Location
Descript.
Rxn with HCIAgAlAsAuBBaBeBiCaCdCeCoCrCsCuDyErEuFeGaGdHfHgHoLaLiLuMgMn
13658+10W/3+18S
Surface
moderate0.064640
160.00217.083410.440.07
849390.2214
24.20.7110.90.40.4
820742.41.5
0.070.0320.1510
11.680.06
10182185
13668+10W/3+18S
L8w Pipe 1A
moderate0.064033
160.00113.104770.400.06
748430.2234
21.60.8
91.00.50.4
1159322.41.7
0.060.0580.17
1110.370.079677173
13677+90W/3+50S
Best red precipiates precip. on silty mat from hole 25' deep
vigorous0.042488
100.0044.7290
0.250.06
393000.1283
13.50.56
1.10.50.4
217801.52.00.11
0.0130.1913
5.940.07
1030390
13688+15W-8+20W
/2+85S-2+90S
Approximate Location
very vigorous0.03172029
0.00017.566220.170.07
1621820.292
8.00.4
50.30.20.3
1351631.00.60.02
0.0440.06
54.990.0342081348
13698+15W/5+80S
vigorous0.02 J118425
0.00214.945670.160.05
1412020.272
6.80.35
0.30.10.3
1166030.90.50.01
0.0440.06
33.690.0235081402
13707+90W/5+37S
Best red precipitates
vigorous0.052915
150.00019.914660.280.07
701440.3152
10.90.69
0.70.30.4
817811.61.1
0.020.0730.13
87.860.0541571063
13716+85W/3+OOS
Best red sediments
vigorous0.118442
170.00214.953500.790.11
631100.2498
35.71.8142.21.00.8
586024.83.5
0.140.0580.3824
22.550.14
10553201
13738+20W/2+95S
Wet Moss
0.03L 1 6
460.00860.8810260.060.05
2873080.101
0.50.0
30.00.00.3
2076090.20.0
0.010.0160.00
00.520.0137262048
1374
Horsetails from "the bump"
1.0310239
360.112272.77
7260.430.70
17783021.9
1514
23.61.21810.60.30.4
86893.81.0
0.010.0130.11
928.620.04
220008238
1372TW-09
barren
no reaction0.012528
0.0024.418150.220.04
758390.0
10
0.50.0
10.10.10.3
3552950.20.2
0.010.0100.03
10.010.031339266
Sample #
Location
MoMbNdNiP
PbPrRbSbSeSmSnSrTaTbThTiTl
TmUVWY
YbZnZr
13658+10W/3+18S
0.5
0.99
145086
53
120.1
2.711.71.22990.000.193.12980.070.060.415.30.50
50.4573
4
13668+10W/3-H8S
0.41.01113
685633
120.1
2.801.81.33160.000.223.53160.070.070.4
20.10.58
50.4589
5
13677+90W/3+50S
0.10.7139
1102137
0.01.852.23.068
0.010.244.92940.070.070.60.0
0.115
0.4174
13688+15W-8+20W 1 2+85S-2+90S
0.70.34
116569
416
0.11.310.60.45570.000.071.075
0.030.020.14.71.94
20.125
1
13698+15W/5+80S
0.6
0.33
106079
215
0.10.980.61.45100.000.060.784
0.030.020.10.01.55
10.120
1
13707+90W/5+37S
0.70.579
4612429
0.11.521.25.02980.000.151.21270.050.040.20.00.94
30.341
1
13716+85W/3+OOS
0.31.72222
234446260.1
4.893.84.92030.010.437.55410.140.130.736.40.36
80.9518
13738+20W/2+95S
2.40.1012
14818103
0.00.510.00.1
10620.000.000.013
0.010.000.00.4
2.210
0.024
1
1374
6.00.37
3926691
372
1281.2
2.471.04.13530.000.121.62540.200.040.426.50.44
30.2
17000
1372TW-09
0.20.2
13
10693001
0.00.320.10.13540.000.020.00
0.000.010.02.1
0.511
0.142
notes1. Fe is biased 7 07o high on average relative to reference values of TILL-1 ,-2,-3,LKSD-1 ,-2,-3,-4,STSD-1 ,-32. Mn is biased 2007o low relative to reference values as for Fe3. TW-9 is ocre from a sand and gravel aquifer and the data are provided here for comparison4. All concentrations are in parts per million (ppm)5. Au concentrations are not precise and should be taken as qualitative6. Data provided above are preliminary and are subject to revision
P l-i o f: G- to CHEMICAL SUR ve Y
"^:;-^-:.;^-:/":- ^-viv^;--: VA--' -..f.v.--;vs
(..'oll.ocl.mi; and LS'duiplc l j i.opi.tii.iljoiirt Viovod Rod Sediment
/-2-J
\ H-
laok ( 'u-arnc Soil Sainplo
MMoli.l-.vOr;
iitttpL: SiU; LiiCiiiii'iii.-, vlu.nl
pririf! \Vat,;r l )yl;r
RlarkOn-ynic Soils, l. C. A. l'. ( ViltfiOiil,;
7-8
j 2.
K i; A K l '(X TIT
Koy Map-Siimplo Kilo !,oc;;!i'His
f/OI.^'lUKOVv'KkTWP.
On Sepiember -'O, i Wo a tiudli media sampling project was mitiaied over mirierali/ed artesian on claim l ''O IT 1 Riowot Twp. WaLer. soil and r.edimeni samples were'iaken from me major
discharge silos ol spnm;s on ihe properh . Spunks ori (tie \ 12 Loi 12 COD .i irmnedjalely adiucein lo and bi.seei.mi.; LKVV were also sampled. 1'h.is was a necessity because the springs appear lo eirhei enter or leave '•iatm i '.013. l a l the;-..; [ociiiioiis and have. ttieir main dihchats'e sites on the line and between Hand s.:'* metres wesl of the line
liijf'fti ..ample sii.es \\ere cho-.en (see she.;! '- 1} wilhui an urea apptoxiamalelv L 000 meires Ions' and '.!00 metres wide in !.he Browei creek dopies.sion. The most noil hem .sample silu i.?. located on. the S i/, i Lo! l ~' '"(in CMipproxianiateK -; 00 metres north wes! ot'pos! f;1 oiclaim I20-I3"'! The author has a beneficial uilei\;sl aifreemenl io- this jiioperl; (se,- Timinins iiie T
"i he iuosi. s(.uih.;tn spiin.!.' is d nieire^ wesl of i ,!-5Vv'.'.^ 90K with the main discharge sample site ioeaied -'/' riieire:-. M esr of -:' 0()S Iiie eui-lov'd niajjs. skelclies anci vvrilleri report delails ihe type l 1 1 umbers of samples and tools used li. r colleoiiri}.' l.he samples and (lie piooodures lor boih the abcn'e ;tnd sample |)iepaia!ion beior.; -.hipiiiem M. Ihe l
; H.- ,xpki\r;s AND SAMPLE SITHS
Sample Site //l
i his is a -.ecticKi ol nofih •south chain oi'sprins/s on the K l .;: Lol i/ ( 'on s. Bordered on ihe north by Hrowev cie.'k ii sitike;, ^ouih I'H .V' :. meir,;-. and has a width i)l'20 metres al Ihe sample sile which is Y'. metres wesl ol f ,KV\' !. S,!S. A :-ec|ion of IJu: spnrip a[)pea.rs on a raised bench type area l lo .-' metres ;il)0'.'c the si irroi iridia". spruce swamp, l Jrains on ihe east and west edges (low into the creek and the whole
exposure of appi ox Li.-iinal.il y TO meiies in w:idi.h abodriiins io the ruulli into the creek.
II is an open area (iim'cd with alders and spruce and sunuuet .ijrovvih on the sprm.es aa; yras^es, mos;, and a water plantain-type plan! with yellow- flower*. Red precipilales and the pale yellow lo silver tirush crnddy .cum and purple-blue water films are well represcnt-d Ihroujdioiil ihe whole area. I'ine, black organic soil pivdominaies with p,iiches (M'liuhl colotired clay moslly on l.he wesl. On ihe extreme wes! sick iij?hl coloured Ijtue-ureen ci,.iy sedimeni;, us.: lo l.he surlace. 'V\'a!er breaL, Iiie surlace ove! the whole sputig and no estimate can be made as !o l.he amonni
Sample Sites j-7 A. '#^
(his area appears lo be a eon !rt ma lion o( Ihe above spiinp, system siiuaied bofwoeu .i- I.8S and '.t-i 60S on l,8W : crossing over inio claim IM-IVlai v.sos. li measures o moires at iis widest point, which is also a i. ^ "'OS. The nor! hem end ofihe spiiru; disdiaipos l.he red sediments, pale yellow lo silver i.inish oruddy scum and purple-blue waior. Haus qi.uio pmfu-'.dy aions' with Itv.hi coloured da; sediments a.nd a line silly inaiOiLa!. The southern end diduio.'es di. ofihe above piocipiialos and water colours, but in niinoj amounts wii.it die exception ofihe purple oluo film:, w hich at-; almost equal lo Hie north end. Ihe southern end of the spmu; appears lo be H)()"o black otyanic soil with the water pressure under it making it very treacherous lo walk in some parts.
Hie vvhoie area is mosi.b open and suirounde,:] by spruce a.nd alders with several small spruce prowrnp on firmer spots. Sumtnei prowlhs are passes, nic.ss and walei plantain type plants. Sample :/ : consists of vutior and led sediments dtsdiaipinp. from a 11' lenpih of l 1,1" wilvani/.cd pipe wilh a lerii/jh of/M'SS plastic hose attached (o divert the v,alei m**? IKHII liie silo, fhe pipe was washed in the center oflhe swing probing for deplh and anythmsj else that ci.i.itd \vash back up t(' l ho pipe, l^lack s(^il lis'lii cohuied day, some line Hard and Ik; h l coloured sil h .sedimenl \\ ere eticourilercd. The pipe was le IT al the l f level \vheie ii presonlly produces l S lilies pe:i minute olwaier. fhe above red sediments were oollecled from iirMiisid tfie end c-i the \liS hose w here Ui; sediments precipilale on the around, t") samples are fhnti Ihe main dischais^e pool l a ken aioiind Ihe pipe ! l?o-X a.nd Ihe waler sampies). 9 -i is (rc'rn (he soulh -.eeiiiHi which as menlioned abc-ve contains l.he rnosi amount
SAVll'1,1'SUT . i
1 samples are lixnn a hole at l ho base o! a small ('lacia! lids-e. (Sec topographic survey wrijien repori and sheets '/l&i lor description ) fhe hole V,MS washed down a depth or"".', melres wilh a hij;h pressure \\aiei |)ump. '(.'he iirsl 'i melrose! ihe hole consisied ol'lis'hi clay overbmden lollowed by HpproxiainaieK ? tneires of mixed day and Sine p™ vol. The l l T wash pipe toil Die last l lo l l'".-' metres after apparently onioiinsj an open area or malouahHVira; verv Inile resislance. II bollomod out in line l ip h l colonial sil h nialeuiil which is forced up the hole and onlo the ground around the area, 'fhe matoual is so finely packed iiial H pups l.he \Aav.h ioi.| and even undei hiSMi pies,iuio only 10 u;, ' :H)cu\.vvl peneinitioii could be ailamed. ,\s H was lnlf di ifie se;i.:;ori is (ill rain and sri(H\. work on (he hoie was slopped. Vv aler and Ihe silly sediments were sampled only as there is no black oiwmic soil a) Ihis silo. Minor amoitnis of red sedirnenis and r:o|oi.iivd waiet lilms How from l ho hole
,SAMlM,!;.Sm-: -s.
The : ; .s samples aie Horn the main disdiiin'e site of a sprinp thai is ,'() moires in diameter. Minor seepages viccur in the noithem section which is iipproxianml.oly 2 melres above the main discharge area to the south. '[lie area is open \vi1h summer vegetation oi'^rasses arid the water hyacinth pknts and alders (rimy; the
in ihe main discharpc area. All the rnelalic ye l It m- and limsh scum and coloured waters are
prosoul bnl Iho rod sediment aro uoi us pro l use as the previous silos
sAvip[.::sin: ^I'ho ;;6 samples aro from iho main discharge silo ol ill t spruit? -!-' moires wo.sl of l, HW/:* '[)i'oviously mentioned in l.ho topographic survey ihis spring hits an oasl -west l rond is 30 niol.ies lonj.! and l!)moires wide and appears lo conhnue across i.HW and inlo da.im L'01. 1.; 1. l leavy discharges 00,01.1; (.moires west ol I,KW and isolalod pool* nf coloured waioi and sediments appear. oaslof i,8W on ciaimI'OiV'l.
This discharge neiv is ovoi H larf'o area similar to sample site "- 1 and all moldic velloy- and mush scum, purple-blue wale: and rod sediments cover the sui face in laq;o anu^.uit;;. The discharge areas are open with ^rass.;s and plants oarpciiup the silos ut the summer aud alders surround the •ipriiK/r- and \\rv\\ in :;otuo o!" l h-: heavy dischanM- siios ak^ri!! wilh moss.
s.AvnT,i-:s!Ti:/.'l ho :'- 7 vampies aro from ide Berndi crook ravine spring, wiiicli measures M moires in length and !0 metres. in \\v\\\\ ;iiid it, :;ituai.od .Je.n.u liio base o.fl.ho ndi^e on llio.uo.ri Si side of liorndi creek. All c(^lours and vvaler scums a.ro. pt.;s,;ni but Ilioio aro minor lo medium amounts ol'iod sedimc.nts compared ir. flu.: oilier siios. The spiinas lhal ;iro open ha\-o grasses, uioss and \ valor type plants 'X-vetiuu them in the summer arid are
-.viili aldoi:,,
.'' 0d-X x'/ys loken from pockeis oifalmo-,1 pure rod sediments a! sample site -l and was mispiucori in the samplins; order.)
Sai!if)les -'"o-'J (fed sodimeuis and water) and ')' ", (black soil) were taken l'' uioiros souih oCitie base iiiu: di i. y, \-'i moires wosi This spuui' lies on l tie soulli side of ravin,; ' i is K) mclTos iti length and 10 metre-, in vvidltt arid like l he Hoiudi creek ipiiii;.' i.ippo;n;s io run in an ey.sl ^vosl diioolton. Unlike all the oilier spim;.'.s j| is well overgrown by aiders wilh low open areas Very mmoi anuMrnls of red sediments are present but all the scums and waloi colours aro well represented.
The vvesl aud pan ol the north od;',.* of Iho spiii)}' c(Hisisl of,j raided bench i) po j rea approxiamatoly l m.:lio hiiih \vhicli lapers lo uie e,i:-vl.. ini.o (lie crook and Iho bolU^rn of iho udyo. A v.ell defined drain runs parallel lo and alorm Iho IMS.- -.("iho lidae lirrlhor doiinins.' its raised Hppeaiajiee H'aler plantain plants cai pel iiio open areas.
Sumple ;.'0 ".o ;-: l j ]. ( -.\ l ' f.'on o was iakon irom Iho .scnilh orul of the spring which runs norlii vioulii is 30 metres in len/.-th and o moire:-, wide. Ml odours and waior scmns are present bm only minoi rod sediment:; so a black soil sample -trilx \\'as laken. I'ho spring is smroimdcd by .-ilders wiifi central section boms', open w li!) siimmoi i'ivw t.h nf moss, water plaub aiui f'rasses.
on September iO, l'.^u red sedimeui samples weie collected and diied On .X'oveniljer l '..
unclassified samples of spp. 9o-l to spp. Ve- 1), some moss iron i sample site ,; l and a sample of horse lails i Hrmiselum) weie son t lo M t. Slewail l latnillon. (ieoehemisl with Ihe Onlado r;,;ol(\"ic;.-tl Survey t leo'-heniisirv -u/elio!! [Sndbnty. (Jniaito fbi analysts and mleipreiahon A duplicate set of snb-sampie/-. from the same m;.t K: ria l oi'(;,pp.. %-t lo sp;;.. ; )o-^) weie ...en l. lo private lahoraion on \ovember IR. l 1 .' 1 .'!.. On November IA. l Wo., rifler receiving l he .:qmpmem and instructions 1,-oni Mr. Hamilton water sample,-; were laken and shipped lo Sudlmiv on November 18. 19''o
Ij-'un i lecetnber '', l' )0 o io l ; obmary L l' w black o'*;aiti-: soil sampl.;s iVorn l.he springs were ixilb.-cled a.nci piepaied and ser.i io (he privyle laboralcuy lor analysis. On Ilieu reli.un Iho results irom bolh ihe shipinenl.. lo |)iivulo Vdbt.n-al.on-- \vere afmlv/ed lor void and a 30 eleinenl i.( .A.I', aimtysis war, also done.
C. Oi,i,|-A,;HM.i A.-iDSAiVil'l,!'. l'kKF.\RA'!K)N PR( X .1-1)1 ;Ri;;s
M cm \ x.) rin (20" X 2 r:'"'i v\-hil.c kil.chon i^a/js ^vere labeled and inserted into a plastic pail lo orewle H liner lisins 1. a small plastic shovel pivxipiiaies were scooped oil (lie surface ol'the spiinj's atnj into the bay. i aki ri;* cai o lo keep oui as much orcmik.- nujirer as possible. When l -1. full Ihe baps ofsedimeniAvater weie tied nVhtb io prv-veni un--.- '.-onlaminal.ion vviih oi.hei samples while Iranspodint;, di.ii.iiu> ctnledlon.
t.'pon enl.;nii!' Hie n.-xl suMipliu/' sil..; i he pail arid shovel wore rinsed in spring water, well awav from Ihe sample area, before prooeedinj/ \\ilh Ihe '-(illeciin;.'. Sciyp pieces olplaslie eiwered plywood were laid down on batons lo keep them miser' oll'lhe s'lonnd and Ihe sample buys \\ere cul (-pen wnd Ihe has f and ciMiienl. \veie lei; in ;iir riry. Sample:-. A ei ; eover-d ai nivhi and dunn;* rain.
1,,-it/vi pi.:ces (if on'amc mailer \vere removed and sub samples were taken, for shipment lo Air. Hamilton, lor sub samples shipped lo l.he puvate labor-tLoiy I'uflher preparation c( nisisted of foroinj' Ihe ilrv maleiial Ihioi.u-h u ?,0 mesh per ineh stainless sieel kilchcn sieve and wai'liim- Ihe results, li was decided ihai l.he linesl pai f of the VO most per inch maleiial would be sent for analysis. Lsinp. no ytindnH;. l Lie V:0 mesh luaUauil wu;-, passed ovei an oii mesh per inch nylon screen, while eonslanuV sliuiny, and
.' li lo relea-..; die less ihan 80 mesh lines. This process was repealed nsim' raiidom scoops of l.he /O niiiii it u: retired HO urn sub samples lepiesenlim; the fine-! f)aris of thai anion.ni of the J1 0 mesh per
inch niale.na! Ihai wa.-, used m Ihe pt(*c-ess.
A: all -lies liie lirsl sample laken was l:'.5 ml of filtered water. An a.nak.o PR meiet wa-. Ihen used lo record lii. PI l. of\\aler:ti eyed .;iie While wailini' the required nine before Sakmg the lendmc a second i ~'.~' ml sample of unlillererl M ater \vas <>bli.^ined.
A description of the spring., giving (lie colour and amount of precipitates and vegetation in. and around the site was recorded.
Cardboard squares with sample site numbers .marked on them were then set up and using a disposable camera, pictures were taken of trie sites. A nielal cooler filled with ice was strapped on. the back of a 4-wbcelcr bike and samples were placed in the cooler before proceeding to next sample site. Upon entering the next sample site the syringes and unaltered water bottles were rinsed out several times and the whole sampling process was repeated.
The water samples were field overnight in a refridgerator, arid the next day they were placed in an ice gel packed styroibarn cooler and shipped by courier lo Sudbury, Ontario.
BLACK! ORGAMC SOIL, SAMPLHS
Although light brown and blue-green, clays and sediments are present in the springs, the black highly organic soil/shiny mixture that predominates i ri the springs was chosen fer analysis.
On December 2nd and 3rd, 1996, the samples were taken from .5 sites consisting of material from Ilie surface down lo a depth of approxiacnaiely 20 cm. l )rying of the samples was done indoors and all. oilier procedures for collecting, classifying and obtaining sub samples for analysis were i lie same as the red sediment procedures. These samples were shipped lo the privaie laboratory on l : obruary 1-1, 1997 and the results when returned were sent to Sudbury.
CONCLUSION
Three predominate modias .from the major discharge sites of (he. springs were sampled, and analy/ed. Mr. Sfcwatr [(amilion of the O i via do Q;o logical Survey iriteipcrfed the results which arc included in ihis report.
Respecl-IUilysul.Hiiil.ted by: ^a^ju //^y^V 77
Addendum - -
Concerning the "horsetails" and sample MT-%. These plants were misidentified as being horsetails. A sample was sent lo the Geochemical Research. Section, Geological Savvey of Canada, Ottawa, Ontario and ennmrncd as being a club moss, tn particular LYCOPODIUM ANNO'ftNUM (Stiff Club Moss).
Alter talking with Mr. Colin Dunn of the Survey, further worlds planned to confirm the analytical results ond iii.vesi.igaU: the belts and linear patches of Ilie (Tub Moss, which appear to contain unusually hieh Au-As and Li with, some Cd enrichment.
5
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f V H ft P L o f* ri f J0.\)6 ~ o4 .^fjL
(ea/ set+fcrt o f- ik 5un
Spring water data, Brower Township
CodeSample
LiBeBC
MgAlSiPC!CaSeliVCr .CrMnFeCoNiCuZnGaAsSeRbSrYZrNbMoAgCdCdSnSbTeCsBaLaCePrNdSmEuTbGdDyHo
At flPjLo^o'f/orl
2240
Brower S6-1 (9.30
0.0082323
2233994
543413
8?.0
1123982.151.280.070.200.20
77.581555.6
0.090.670.430.730.000.080.251.82
584. 6j0.01]0.770.010,24
0.0010.0010.0020.030.000.030.00
57.030.0050.0080.0010.0040.000O.Q02O.QOO0.0000.0000.000
SKr-qH
2241
Brower 96-2 |
8.32
0.0062040"
309981
385337B
0105878
1.971.120.060.150.13
57.781149~.2
0.060.600.33
11.220.000.050.211.38
610.7Q. 010.840.010.21
0.0010.0010.003
0.020.010.030.00
50.790.0040.0060.0010.0020.0000.0020.0000.0000.0000.000
.58^2.
2242
Brower 9S-3 (
a.220.0091913
2030598
7542296
610
1 038711.943.570.140.2.4
j _ 0.2157.96906.20.090.690.51
11.340.010.120.241.50
650.50.031.130.02"0.21
0.0010.0030.005
0.060.020.030,01
50.500.0580.1200.0130.0500,0080.0030.0010.0060.0040.001
5te-*te-3
2243Brower 9S-4 |
8.920.0062824' 22
3576328
3984082
01 0541 8
2.091.S40.090.160.13
55.491274.2
0.100.631.600.570.010.16
1 0.3*1.56
771.0o.o-10.970.02
J^3ij0.0010.0110.010
0.020.010.030.01
50.590.0200.0360.0040.0170.0030.0020.0000.0020.0010.000
5A^-V
2244Brower 9 6 -S (
8.320.0041672
1928478
3342505
780
1C60671.892.170.110.260.24
80.18872,3
G. 070.623.831.090.010.050.261.79
548.3O.Q20.490.01
*~ 0.250.0010.0530.053
0,030.010.040.01
49.930.0320.0570.0070.0290.0050.0030.0000.0040.0020.001
Ste-W-5
2215
Biower 9S-6 (
8.690.0081445
1827677
734928
670
1087061.821.180.040.220.21
228.671329.1
0.060.600.290.580.000.040.241.21
386.70.01
L 0 - 330.010.28
0.0000.0030.002
0.030.010,030.01
56.440.0050.0090.0010,0040.0010.002O.QOO0.001
•o.ooo0.000
5/t-f^
2246Biowar 9S-7 (9
8.140.0051574
1932665
1729258
790
1173511.641.780.110.260.24
99.473430.8
0.170.960.801.080.010.330.351.75
461.20.011.830.050.33
0.0030.0060.005
0.070.010.030.01
76.670.0150.0320.0040.0110.0020.0040.0000.0010.0010.000
SP6-K-1
2247
Stover ss-e6.97
0.0071281
1529758
2031429
810
1065451.7S1.910.090.13}0.17
69.551548.8
0.070.730.391.23
L 0 - D10.0(310.331.95
l" 360.70.021.040.030.25
0.0010.0020.0010.030.010.030.01
63.590.0280.0540.0060.0190.0040.0030.0000.0030.0020.000
ste-W-^
7wo'd 9065 Oi9 SOM3J.
- O -f
ton H
MnPLoe/tfte/l
Cod*SampleE'r
TmYbLu
' HfTaWPtAuTlPbEiThU
Ge
sp&^-l2240
Brower 96-1 (O&BO0.0000.0000.000
^ 0.030.0020.5860.47
0.0010.00
0.0140.0010.0260.001
0.90
W 76-2.2241
Brower 96-2 (
083300.0000.0000.0000.04
0.0020.6000.33
0,0010.00
0.0400.0010.0160.001
1.69
Sj*s-ft-32242
Brower 98-3 (
•oft020.0000.0010.000
0.040.0030.548
0.400.001
0.000.2830.0010.0720.003
1.59
5^-f
2243Brower SB-4 [
O&SJ0.0000.0010.000
0.030.0020.613
0.27G.0021
O.QO0.1310.0010.0310.001
0.92
s/S -96*2244
Brower S6-S (
OSO?0.000D.0010.0000.03
0.0020.6020.60
0.0020.00
0.3080.0020.0290.006
1.57
Sp6 -qfrto
22.15Brower 96-5 (
08)060.0000.0000.000
0.020.002'0.510
0.400.001
0.00
0.0160.0010.0150,003
1.18
spq-n-i224 S
Brower 96-7 (9
08DU40.000
0.0020.000
0.510.0080.431
1.060.002
0.000.0720.0330.2230.007
0.43
-sfe^t-t.2247
Brower 96-8
02)570.0000.0010.000
0.190.0060.644
1.310.002
0.000.049
' 0.0310.0820.003
1.21
1. All concentrations are in parts per billion (ppb)2. Au concentrations are not precise and should be taken as qualitative3. Data provided above are preliminary and are subject to revision
SOO'd S06S 0(9 S03S
Spring Ocre Samples from Brower TownshipSample # j
Location
Descript.
Rxnwith HOLiBeB
MgAlP
CaSeTiVCrMnFeCoNiCuZnGaAsRbSrYZ rMbMoAgCdSnSb
ft E V M ftp
1365BMOW/3-HBs
Surface
moderate11.680.4417.081018246405086
849392.7129815.324.2185
320744
1411
5732.41612
29954
0.90.5 .0.060.21.20.1
96^ ?
13663+IOW/3+13S
LSw Pipe 1A
moderate10.370.4013.10967740336B56748432.8031620.121.6173
1159324
139
5892.41612316
55
1.00.40.060.21.30.1
-S P Gr-
13677+90^/3*5 C s
Best red prccipiates precip. on silly mat from hole 25' de^p
vigorous5.940.254.72
1030324S81102
39300- 1.85
2940.013.590
21760396171.5107
6854
0.70.1
0.040.13.00.0 ___ ,
J5 P G-
3(0- y
1 368S+ISw-8-tZOw
l 2*255-2+005
Approximate
Location
very vigorous4.990.1717.55420317206569
1621821.31754.78.0
i 348135163
2115
251.0296
55721
0.30.7
0.030.20.40.1
96 - /
13692+1 5-^/5 -t- 2 Os
vigorous3.690.16
14.94350811546079
1412020.9884
L 0.06.8
1402116603
2105
200.9255
5101
0.30.6
0.020.21.40.1
9/-^
13707+39^5+375
Best red precipitates
vigorous7.85 ^0.2819.91415729154612701441.521270.010.91063
81731299 j
411.6159
2980o,.
l
0.50.7
0.050.35.0
'
1371 j6+BSwtt+OOs
[Jest red sediments
vigorous22.550.7914.951055384422344-
631104.89541
^ 36.435.7201
585028
2214514.81726
203en
Ai V
0.30.110.24.90.1
i PG-*3S - 7 \ ~ ^ ' f
13733+20W/2.95S
We1 Moss
0.520.06
60.883726
1614818
2873060.51
130.40.5
2048207609
1123
240.2463
10S20"1
0.12.4
0.030.10.10.0
A/5-96
1374
Horsetails from "the bump"
C Lu A flb'stj
28.620.43
272.77220001023925891177830
2:4725428.523.682388689
1439181
17003.836128353
30
0.36.01.0321.94.11.2
//r- 9(6
1372TW-09
barren
no reaction0.010.224.411339
' 251069375839
L 0.320
2.10:5266
3552950314
0.228
1354
12
0.20.2
0.010.00.10.0
Blank
"JQ
*1
'-V
-n s•Q. ao Soo
C3 C-O
O Q
O
vu
S viV?
L.C)(Li-^Ti6iJSample ft
Location
CsBaLaCePrNdSmEuTbGdDyHoErTmYbLvHfTaWAuHgTlPbBiTh
• U
SPCr
13658+10W/3-H8S
0.7341102139
1.70.40.191.50.9
0.150.4
0.060.4
0.060.070.000.500.0020.0320.07
50.073.10.4
^?1366
B*iowmiss
0.847711233
111.80.40.221.71.0
0.170.5
0.070.4
0.070.050.000.58
0.0010.0580.07
30.053.50.4
b P&-
Cj (^ — LL
1 3577+S3W/3+50S
0.59013263
132.20.40.242.01.1
0.190.50.070.4
0.070.110.010.110.0040.0130.07
10.064.90.6
S P&-
1358
1 2i-25s-2--90s
0.4
6225914
0.60.3
0.07O.G0.3
0.06P 7 t./
0.020.1
0.030.020.001.94
0.0000.0440.03
40.071.00.1
4^1369
3+15W/5 + SOS
0.3567
o
713
0.60.30.060.50.3 ̂ ^
0.0(30.10.020.10.020.010.001.55
0.0020.0440.03
20.050.70.1
SP&
1 370mow/stirs
0.64S6
o152"7
•i -*V
0.40.15
-i -j
0. l0.130.3
0.040.3
0.050.020.000.94
0.0000.0730.05
40.071.20.2
"9 (o ~ 71371
suswmao.-.
1.535024496223.80.6
0.433.52.20.381.0
0.130.9
0.140.140.010.35
L 0.0020.0580.14
40.117,50.7
Af5-^1 37 3
St-ZOw/Z + SSs
0.01 026
0000
0.00.3
0.000.00.0
0.000.0
0.000.0
0.010.010.002.210.003O.C150.01
10.050.00.0
HT-lt,1374
(1LL1& MC^to1.272S
g
15
2
71.00.4
0.121.00.6
0.110.3
0.040.2
0.040.010.000.44
0.1120.0130.2037
0.701.60.4
1372TW-D9
0.0
815110
10.10.30.020.20.1
0.030.1
0.010.1
0.030.010.000.51
0.0020.0100.00
00.040.00.0
S Q
^ l^ ^p
r- \
o
•o
NU
notes1. Fe is biased 7 07o high on average relative to reference values of T1LL-1 ,-2,-3.LKSD-1 r -2,-3.-4,STSD-1,-3
.-.2. Mn is biased 200A low relative to reference values as Tor Fe ; 3.' TW-9 is ocre from a sand and gravel aquifer and the data are provided here for comparison4. All concentrations are in parts pewJi'Hiop p.P/M5. Au concentrations are not precise and should be taken as qualitative6. Data provided above are preliminary and are subject to revision
S:ti;f;t'*5~S';f;s;i)v!;W?T;Siw' '':'-..-" ' -' '
PAUL HAIREATTtl: P.
TSJL/ASSAYERS Laboratories127O FSW3TER DRIVE. UfllT 3 MISSISaRUOA.CLSTARIO L41I-1A4
?HOWS #: (905)502-8236 FAX 8: (905)206-0513
I.C.A.P. PLASMA SCANAqua-Rogia Digoation
REPORT No.
Page Wo.
Flic (lo.
Date
M8355l of l -'- '-i
NV25MA
NOV-26-1996
CL^/in^Lji jf
SPC-96-1 SPG-96-2
SPO-96-3 3PG-96-4SPC-96-5
SPC-S6-63PG-96-73PO-96-8 -SPG-96-9
"-:.A5f ; Al :; •Ai;i
/-.PF" * i' .Pi"!
::'.:x :: 'i o.2o.;;vt;;;5 v-^.'.i o.i5;:^iii :::-.x-; ;i 0.54^^:5K-'i'f-'-;! 0.37;Vvv^
V;:.c;t o.si^'cJis
^".ti o.22-;:;:;C;:'sxjtj; l.4;: ;: :i^5:'.v:^;-l o.i2^^:;S!:!'.;|. i o. 6 1'-';- '-'-.'fs
Bppro
* 101 '
< 1O:
c iq:c lCr;-* 10;
< 10;-:{ 10:: ;:C lO.:
f lo:!..
: fla BC ^'.si.v ea .;^ oii .' co : -:cr';: cu ; ' : - f^;; tig -!'-.pi'* ppm:-;.-pr* * .- ppa ppm::-:-.ppp PP*::: i'".':' * j :;. -; v::^v-? v." ' -: :-x':' : :: --:":''" ' : ' ^-^ * ^'I'l 12 ;.. x -i ^ii:-:? ' i^Ji o.*M M2a { C^:5 5.7.:.'c : i 3^19 e;--sJ:ii o.s^j:
3.40 < i:jv;^ 7.6;:. ; c"i 4;-fe;:.i^ 9::-i;r6.9 0.39^ - ®4 ' ^^5 * - Z". :;*'. i ^-^7- 7 ;-.: -\.2'V3: i.i^
: ^ ( 4:^M 7 - S -" ':^ ^vS^ af^Vlf 0.49|V
..-•-': E;^ ^' --.- : ^m^ i:- :----' *!?•.S?0. < ^-^ 4 - z;-:^-' t Ji:?;*P < ^^'-W 0-25.;^;. 3 50 < i:;;:;^;;:;5 7.6-!- t. -i s::;\:S:*(:' 20:^7^3 i.ivSy3ij ( ^:-:'^? 12 \ -' a 5 ;^ ; J ;' 6 ( ^--''i? o.33:-B
.160 { l--;.^:5' 5. 8': -r i jUyl6 16' ' 1 ,sr 0.49:^2
Mo -.'-. Not. '•-•'jpj' :: Pb - *\.":"pptn ppm:
< 2:: o^o2?22o < 2;p.o2 a?56eo 9/;26o; < 2: -oio2 9^*950 s;-'r2q c 2:o;.ot 9Sti.bq 2' 400 < 2.. o.:0'2
15": a'
" -; Se i;.": m ppot':'' i
< iv^-:
290:; :.:ii3q
230V ; 9i 210;' 630
2'-0.0.3 < v'.jBbpi 9.' t s ( rj'^-.'id 52o.-;: :"47< 2:.0.03 JLt:-i2b'3 21^-CS ( t-icJlO 170-: ; 1SQ
pm:y'ppiij ppoj.;
3-;;-?^ < i;4v.' ; '45Q r.
250v'3flO 13^10 i: 490 73.-.' 360 loSHo' 4':"-"-34
3 T 4.2
i COce:y
i a
j fi co
rn m
en
(\J•5 gm sample IB digested wich 2 ra! of 3:1 HCL/KNO3
^* 95 c for 90 rain and diluted to 10 ml with DI H2O ZZhia method is partial for many ojcida materials
T3L/96 SIGNED
ATTK:P.Haira
7W-0422-3C1fit-q&fitc.
PHOKE f: (905) 602-8236 PAX f : (905)' 20^0513
I.C.A.P. PLASMA SCANAqua-Regia Digestion
REPORT No. :
Page Ho. :
File Ho.
Data :
l of lFBllMJL.DHrEB-12-1997
SAMPLE i
SPC-97-1
3PC-97-3 SPC-97-r; SPO-97-7 SPC-97-8
SPO-97-9
""Pl"
B Hi' * lUMP"? Ppnfjfpptn
sWis BBSS0.20^-15
US!! 0.38^f^
Ilia! i.ssifels
Co
igfiioio. 20WSSS
5.47:;?;Kg
2-9s;^i?i
BJr^i:^v::-; ,L;5r^vv;v;V^
lillH
with 2 lal of 3:1 HCL/HNO3at 95 f -frt^ on ^ —— --^i * nj. or j:i HCL/HNO3— -^ i" ;;;,s ̂ ^^LISIJ: -
PP Mg jsHn;:* --" --'
H O WfKK Hi Pb fi
2
....-'v- .i
W*
^^---•••—— e^^?SE~~'-
i^Ss 3i7lil!liffia 533^ir
BS
HSSi
SJSsfss
Ml
M iHli
PP"J*PPSH™^:.-:^'
sim
2SKi:n,'••r^i-v-;---
SIGNED :
Established 1928
rt ^
Swastika LaboratoriesA Division of TSL/Assayers Inc.
Assaying - Consulting . Representation
n ic E. D iK?i ir
Assay CertificateCompany: PAUL HAIREProject:Ann: P. Haire
We hereby certify the following Assay of 9 Soils samples submitted NOV-18-96 by .
6W-4831-RA1
Date: NOV-20-96
Samp'1 eNumb e rSPG-96-1SPG-96-2SPG-96-3SPG-96-4SPG-96-5SPG-96-6SPG-96-7SPG-96-8SPG-96-9
AuPPBNilNilNilNilNilNilNilNilNil
Au CheckPPBNil
---
Nil---2
Mil t iEl erne n tResul t s
toFo 1 1 ow
Certified by
13P.O. Box 10, Swastika, Ontario POK1TO
Telephone (705)642-3244 FAX (705)642-3300
Swastika LaboratoriesA Division of TSL/Assayers Inc.
Established 1928 Assaying - Consulting - Representation
Geochemical Analysis Certificate
Or~4anKL- i -5Company: P. HAIRE g lProject: ———Attn: P, Haire
We hereby certify the following Geochemical Analysis of 6 Soil samples submitted FEB-05-97 by .
7W-0422-SG1
Date: FEB-07-97
Sample Number
Au PPB
Au Check PPB
Mil t i Element
SPG-97-1SPG-97-3SPG-97-5-SPG-97-7SPG-97-8SPG-97-9
1097103
9
5
Resultsto
fo 11ow
b 3
Certified by
P.O. Box 10, Swastika, Ontario POK 1TO Telephone (705) 642-3244 FAX (705) 642-3300
Declaration of Assessment Work Performed on Mining LandMining Act, Subsection 65(2) and 66(3), R.S.0.1B80
Transaction Number (office use)
Assassmant Fdes Rese maging
Ministry ofNorthern Developmentand Mines
l information collected on this term is obtained under the authority of subsections 65(2) and 68(3) of the Mining Act. Under sectigpl C Mining Act the informatio and correspond with the mining land holder. Questions about this cc |||||ft|||||||||l11||||U|||l|||HI||||||l||||!|||||||||||||||||||||||||||||||!||| hem Development and Mines. 6th Floor, 933 Ramsey Lake Road,
900 5e form 0240.Instructions: - For 42H02swooi4 2.17333 BOWER - Pleu— .,
1. Recorded holders) (Attach a list if necessary) .17833"" fyt/L ///i/Ae.
tftf*2 Porate, W PoL-ltoName
Addwes
Client Number3 00 Z SSr
lephone NumbertTof-Zrz-zVT^Fax Number
Client Number
Telephone Number
Fax Number
2. Type of work performed: Check ( y ) and report on only ONE of the following groups for this declaration.
Geotechnical: prospecting, surveys, assays and work under section 18 (regs) D Physical: drilling, stripping,
trenching and associated eassays | | Rehabilitation
Work Type
Pliol*
Office UseCommodity
Total S Value of Jj ̂ . , , Workdairned f 5///
SSL*1
Mon*iGUAM Positioning System Data (ri available)
D*y MonthNTS Reference
ownship/ AreaMining Division
M or G-Plan Number Resident Geologist District
'fc&UOt*-^-*7"~
///
Please remember to: - obtain a work permit from the Ministry of Natural Resources as required;- provide proper notice to surface rights holders before starting work;- complete and attach a Statement of Costs, form 0212;- provide a map showing contiguous mining lands that are linked for assigning work;- include two copies of your technical report.
3. Person or companies who prepared the technical report (Attach a list if necessary)Name
Add?/?,A e
telephone Number
Fax Number
. G*? bl- /t oName
Address
Telephone Number
Number
Name
Address
PORCUPINE MINING OWISION4. Certification by Recorded Holder or Agent
__ _ ________ , do hereby certify that l have personal knowledge of the facts set(Print Name)forth in this Declaration of Assessment Work having caused the work to be performed or witnessed the same during or after its completion and, to the best of my knowledge, the annexed report is true.Signature of Recorded Mgldtr or Agent
Agent'* Addreee ' Telephone Number
fi Xf-ot-H/'n-0 n Jv o
5. YforK Xo be recorded nnd distributed. Work can only uo athe mining land where work was performed, at the lime work was perlonnotl. A map showing the contiguous linkmust accompany this form.
Mining Ctekn Number, Oi K work was don* on olher eUgltta mining land, show in iM* column Ih* location numbw indlcuao on the dalm map.
, do hereby certify that the above work credits are eligible under(Print Ful Nairn)
subsection 7 [1) of the Assessment Work Regulation 6/96 for assignment to contiguous cj&ims of for application to the claim where the work was done.
ii Xuihoriiad lo Writing
r y6. Instructions for cutting back credits that are not approved.
Some of the credits claimed In this declaration may be cut back. Please check ( * ) in the boxes below to show how
you wish to prioritize the deletion of credits:/l. Credits are to be cut back from the Bank first, followed by option 2 or 3 or 4 as indicated, if. ureaits are lo bc cut back starting with the claims listed lost, working backwards; or
G 3. Credits are to be cut back equally ovur all claims listed in this declaration; or D 4. Credits art- lo be cut back as prioritized on the attached appendix or as follows (describe):
I*J yi\ta -i
Note: If you have not Indicated how your credits tiro to be deleted, credits will be out back from the Bonk first, followed by option number 2 If necessary.
For Office DM Onlynto*rv*d Samp
OKI (BUM)
SOU l? '97 10:50
OoornM ApprovMt UMO D5*'Sbililc*llon Sent
TouTVatuo 01 CrwRi Aoprav53~
Approved lor facdtiing by Mining taconite' (Signtluiv)
PfCE.02
OntSr'lO Noi'morn Devilopment v^iii.Miiw gnuMJ,,,,btaieineiu ui wo^ for Assessment Credit
rorwwal Inhumation oolitoid on this term it at)t*ln*d imd*r tht minority ol moowtlon ((i) ot th* Aumamwtt Work TtoflglMlon MB. Under soctlon t ol thi Mining Act. th* Information li i public roootd. This Wormsilon will tin uwxl to rovfew tht Mwiimont work And connpond with llio mining Itnd hoM*r. Questions tbout iMt colltclion should b* tfhootod to Iho Ohlil Mining B*cordor. Ministry ot Northern DtvMopnwtit md Mines. Gill Floor, 833 FUmtey Ukt Road. Sudbury. Ontario, P3E Gfll
Work TypeUnits ot Work
D*ptntllng on Di* typt of "(xk, u*i ih* numMr ol noini/diyt wotkld. RIIUM ol drffiing, Wlo- mwm ot grid lira, numb* tt umpln, tlc
Cost Per Unit of work
Total Cost
red s 2
23, C* *i75.QO 60,00Associated Costs (e.g. supplies, mobilization and demobilization).
^ ^t-Calculations ol Filing fetecounts: -jj^ f^X
1. Work filed within two y\Cj}vrperj(xtfiance Is claimed at 100M of ihe above Total Value ol Assessment Work.2. If work Is filed after two \arsjtfw up to five years after performance, It can only be dahned at SO0/*) of the Total
Value ol Assessment WurlMt this situation applies to your claims, use Iho calculation below:TOTAL VALUE OF ASSESSMENT WORK x 0.50 * Total S vulue of worked claimed.
Note:- Work older than 5 years Is not eligible lor credit.- A recorded holder may be required to verily expenditures claimed in this slaloinent of costs wllhln 45 days of a request for verification and/or correction/clarification. If verification und/or correction/clarification is not rnado, the Minister may reject all or part of llto assessment work submitted.
Certification verifying costs:
- r . ... r ..— _____ , do hereby certify, Uiol the amounts shown ara as accurate as may(pi*** pdnt kill num)
reasonably be determined and the costs were Incurred while conducting assessment work on the lands Indicated on
the accompanying Declaration of Work form as t^fPtsPafg(ivcnrdid luldir, BgciM or (BgciM or (ilU companr po "l* rigntng fuiUxnlry)
l am auuiortzed
to make this certification.
NOU 17 '9? 18=51 PflGE.03
Ontario Ministry ofNorthern Developmentand Mines
Statement 01for Assessment Credit o.
Personal information collected on this form ie obtained undar the authority of subsection 6(1) of the Assessment Work Regulation 6196. Under section 8 of the Mining Act, the information is a public record. This information will be used to review the assessment work, and correspond with the mining land holder. Questions about this collection should be directed to the Chief Mining Recorder, Ministry of Northern Davelopment and Mines. 6th Floor, 933 Ramsay Lake Road, Sudbury, Ontario, P3E 685.
Work TypeUnits of Work
Depending on the type of work, Het the number of hours/days worked, tnetree ol drilling, kilo metres ot grid lina, number ol samples, etc.
Cost Per Unit of work
Total Cost
Measure,.
O "'fy,' o—4r
Associeted Costs (e.g. supplies, mobilization and demobilization).
f/Wafti J*7472.52)
/od * 06r
co^y PM-fs- r7iPU fi, 57o.
Transportation Costs
Food and Lodging Costs
Total Value of Assessment Work
Calculations of Filing Discounts:
1. Work filed within two years of performance is claimed at IQ.0% of the above Total Value of Assessment Work.2. If work is filed after two years and up to five years after performance, it can only be claimed at 50"?* of the Total
Value of Assessment Work. If this situation applies to your claims, use the calculationTOTAL VALUE OF ASSESSMENT WORK x 0.50 = claimed.
- Work older than 5 years is not eligible for credit.- A recorded holder may be required to verify expenditures claimed in this stite request for verification and/or correction/clarification. If verification and/or correct Minister may reject all or part of the assessment work submitted.
Certification verifying costs:
l- — ^^ ——— ' do nereby certify, that the amounts shown are as accurate as may
reasonably be determined and the costs were incurred while conducting assessment work on the lands indicated on
the accompanying Declaration of Work form as
to make this certification.(recorded holder, agent, of1 state company position with signing authority)
. l am authorized
Q*W
/fa,,* MM3 7/9
OntarioMinistry ofNorthern Development
S 997Nove
PAUL GREGORY HAIRER.R.#2COCHRANE, ONTARIOPOL-1 CO
Ministers duDeveloppement du Nord et des Mines Geoscience Assessment Office
933 Ramsey Lake Road 6th Floor Sudbury, Ontario P3E 6B5
Telephone: (888)415-9846 Fax: (705) 670-5863
Dear Sir or Madam:
Subject: Transaction Number(s):
Submission Number: 2.17833
StatusW9760.00641 Deemed Approval
We have reviewed your Assessment Work submission with the above noted Transaction Number(s). The attached summary page(s) indicate the results of the review. WE RECOMMEND YOU READ THIS SUMMARY FOR THE DETAILS PERTAINING TO YOUR ASSESSMENT WORK.
If the status for a transaction is a 45 Day Notice, the summary will outline the reasons for the notice, and any steps you can take to remedy deficiencies. The 90-day deemed approval provision, subsection 6(7) of the Assessment Work Regulation, will no longer be in effect for assessment work which has received a 45 Day Notice.
Please note any revisions must be submitted in DUPLICATE to the Geoscience Assessment Office, by the response date on the summary.
If you have any questions regarding this correspondence, please contact Lucille Jerome by e-mail at [email protected] or by telephone at (705) 670-5858.
Yours sincerely,
ORIGINAL SIGNED BYBlair KiteSupervisor, Geoscience Assessment OfficeMining Lands Section
Correspondence ID: 11598
Copy for: Assessment Library
Work Report Assessment Results
Submission Number: 2.17833
Date Correspondence Sent: November 24,1997 AssessonLucille Jerome
Transaction First Claim Number NumberW9760.00641 1204374
Section:17 Assays ASSAY
Township(s) l Area(s)BROWER
StatusDeemed Approval
Approval Date
September 18,1997
Correspondence to:Resident Geologist South Porcupine, ON
Assessment Files Library Sudbury, ON
Recorded Holder(s) and/or Agent(s):PAUL GREGORY HAIRE COCHRANE, ONTARIO
Page: 1Correspondence ID: 11598
2. 17833
•f:
Glackmeyer Twp Kennedy Twp.•' - ". \i-J-- l
ABITIBI-
(I6||UN|TS)
A6RCULTUBAL PURPOSES
St.John Twp.
JKV
THE "TOWNSHIP cOF -^
BROWER1 DISTRICT OF ,
COCHRANE
PORCUPINE MINING DIVISION
V-
SCAL.E: HNCH S 40 CHAINS
LEGENDPATENTED LANDCROWN LAND SALELEASESLOCATED LANDLICENSE of OCCUPATIONROADSIMPROVED ROADSKING'S HIGHWAYRAILWAYSPOWER LINESMARSH OR MUSKEG
NOTESFlooding rights olong shores of Abitibi
SNOWMOBILE TRAE.(LAM) USE PEWBT ) -WT1CE RECSVHJ 92-QEC-09
THIS TWP. SS SUBJECT TO FOREST ACTIVITIES IN Ft) 1993-94. FURTHER INFORMATfON AVAILABLE ON
FILE. NOTICE REC'D MAY 25. 1993.
^MIMINB AND SURFACE M6HTS WTTHORAWN
THE INFORMATION THAT APPEARS ON THIS MAP HAS BEEN COMPILED FROM VARIOUS SOURCES, AND ACCURACY IS NOT GUARANTEED. THOSE WISHING TO STAKE MIN ING CLAIMS SHOULD. CON SULT WITH THE MINING RECORDER, MINISTRY OF NORTHERN DEVELOP MENT AND MINES, FOR AD DITIONAL INFORMATION ON THE STATUS OF THE LANDS SHOW tdEBEQM c
DATE OF ISSUE
NOV 1 3 1997PROVINCIAL RECORDING
OFFICE-SUDBURY
PLAN M-430
MINISTRY OF NAT JRAL RESOURCES
o oCM
SURVEYS AND V\A I -PING
55 ' \-'"r*'/MBER
GO-11-0-5 1 33
ft? en f ̂
TOiS.DALno at-aif\
v' \o a~s'A-^-—:1=7+6.^^Wyy^\ . '',^-y \a,—^ /u: f
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r 70-17. A C2 -is X^i^ i
50-5-0-4 3
9 ^^ -Kyvl-
WT/i ••~*—* U f ' ? r'' S~ b^/f "y- r\ ihir-y ,^ X
: r^-M * rfcr. /,j -:"c' C:;:i-ii' d^^- ^^A'^,^^} -''- V"" M4h';l ;
! M ?^ ? vv'*-]'\ vr^x^^^^.--HLr-. ,^ j- ,^T—l . ^- ?5 ' 1.. ^?^1 ;^-'V"T .r.-- y rj——. i jj - ;. : -J r -. ^ /\ r J
: i J -^-' '. 12 ~ " - * *^*-x' -
i-:V-\ : -.^ t-'^.J \
' : -: ' ---. ^ - -X
Scale 1:20,000
OrnartoSheet
Ministry oltlaturai HichessosRosourcos r,an;rollGs 6
1000 b — jMetres e3:i^EL::TES^:E^L,iiE3:rL:EE^^-
1000
17 5000 54300Map base by Provincial Mapping Office, Natural Resources Information Branch. FuH OBM number. 20 17 5000 5430 Air photography 1984 .
Feet1000 1000 2000 3000* 4000 5000 6000 ^ 8000
2000rj Metres
9000 10000EEEEZZznzi] Feet
This map Is illustrative only. Do not rely on it as being a precise indicator of routes, location of features,
301 -^f—*—^
une/fl f a .v-. ySTT—— X \ ' i ) XsJBiA^^Vl ^if^v'/i
81* OO' BO- 58'LAMARCHE BROWER
1 bb COCHRANE ao-5617O 80
BO* 54'
Ontario
Sheet
Ministry ofMaiuraiResources nalurelles
Coupure
Map base by Surveys. Mapping and Remote Sensing Branch. Scale 1:20 000 tchelle
NOTES
Published 1S39.
Carte de base preparee par la Direction des leves. de la cartographies et de la teledelection. Photographle aerienne 1984 Publlee en 1909.
Metres1000 1000 zooo
Fee'.1000 1000 2000 shoo 4000 5000 •000 7000 1000 9000
Metres
100001=1 Reds
20 17 5000 54300 H Contour interval 10 metres.-j -DIGITAL MAPPING
Equiuoiance des courbes 10 m6Ues
CARTOGHAPHIE NUMERK3UE
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Grid interval 1000 metres.The 1989 magnetic bearing approximately ll' of grid north. Annual change Increasing 3.8' W.Legend and explanatory notes obtainable Irom Public Information Centre. Ministry ol Natural Resources, Queen's Park. Toronto.
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