GEOCHEMICAL ASSESSMENT REPORT ON THE INDEX, …

GEOCHEMICAL ASSESSMENT REPORT ON THE

INDEX, MOLYBDENITE CREEK AND ENTERPRISE PROPERTY

LILLOOET MINING DIVISION

Map Sheets 092I and 092J

UTM NAD 83 10 E570000 N5594000

Latitude 50° 32’N; Longitude 121° 50’W

Prepared By:

David R. Deering, P. Eng.

Date:

February 20, 2013

GEOCHEMICAL REPORT ON INDEX, MOLYBDENITE CREEK AND ENTERPRISE PROPERTY

ldegroot

Text Box

BC Geological Survey Assessment Report 33651

Table of Contents

Page

TABLE OF CONTENTS…………………………………………………………………………2

LIST OF TABLES ……..…………………………………………………………………………2

LIST OF FIGURES ………………………………………………………………………………3

LIST OF APPENDICES ..………………………………………………………………………3

1. INTRODUCTION….…………………………………………………...…4

2. PROPERTY DESCRIPTION AND LOCATION …………………6

3. HISTORY..………………………………………………………………….13

4. WORK PROGRAM……....………………………………….…………..17

5. STATEMENT OF EXPENDITURES……………………………..…41

6. STATEMENT OF QUALIFICATIONS………………….…...….…42

7. REFERENCES………………………………………..………..…………43

List of Tables

TABLE 1. PROPERTY MINERAL TENURE STATUS……………………….……7

GEOCHEMICAL ASSESSMENT REPORT ON THE INDEX-MOLYBDENITE LAKE- ENTERPRISE PROPERTY

2

List of Figures

FIGURE 1. PROPERTY LOCATION MAP…………………..FOLLOWS PAGE 7

FIGURE 2. MINERAL MAP……………………………….……FOLLOWS PAGE 7

FIGURE 3. REGIONAL GEOLOGY MAP …………...........FOLLOWS PAGE 7

FIGURE 4. PROPERTY GEOLOGY MAP …………..........FOLLOWS PAGE 7

FIGURE 5 . KEY MAP AND SAMPLE LOCATIONS .......FOLLOWS PAGE 19

FIGURES 6.1 THROUGH 8.1 SAMPLE MAPS……….…….FOLLOWS PAGE 19

APPENDIX 1. MINERAL TITLES ONLINE EV # 5415470 SOW--EXPLORATION AND DEVELOPMENT WORK EXPIRY / DATE CHANGE (removed)…………………………..44

APPENDIX 2. ACME ANALYTICAL LABORATORIES (VANCOUVER) LTD: CERTIFICATE OF ANALYSIS...................................47

APPENDIX 3. SOIL, MOSS AND ROCK SAMPLE LOCATION INFORMATION...............................................................99


3

1. Introduction

The exploration period commenced in July 9th and continued through November

4th, 2012. Two “electronic” soil geochemical grids and reconnaissance rock sam-

pling surveys were completed on the Index-Molybdenite-Enterprise property

(Property).

The Property is situated in the Texas Creek-Molybdenite Creek drainages and Gott

Creek tributary drainage areas of the Lillooet Mining Division, B.C. Access to the

Index-Molybdenite Creek area, located on the northern portion of the Property, was

by active Forestry Service Roads (FSR) using 4x4 trucks and ATV’s on the non-

serviced Molybdenite Lake access road network. Access to the southwest Enterprise

property area was via non-serviced FSR, ATV trails and foot-trails.

The Index-Molybdenite Creek portion of the Property forms part of a granitic plu-

ton that locally is altered, rusty, and contains fractures, quartz veinlettes and felsic

dykes mineralized with gold-silver- molybdenum-copper-lead.

Access roads/trails and workings are evident on the east-facing slope immediately

west of Molybdenum Lake located in mineral tenure 604464. Two, well developed

quartz stockworks are exposed on the cirque wall intruding metasedimentary rocks

belonging to the Bridge River Group. Given the proximity of ultramafic rocks and

intrusions, this area of interest requires further exploration.

On the Enterprise portion of the Property, county rock consists of fractured quartz

monzonite hosting occasional quartz veins some of which are weakly mineralized

by disseminations of pyrite and pyrrhotite. Some veins also contain tourmaline

(seen in float) as amorphous lenses and layers. This suggests the vein system was

chemically open, and augers well for the emplacement of precious metals.

Dark reddish-orange oxidation coatings on fracture surfaces are the best indication

that disseminated sulphides may be present. These zones can be seen crossing the

ridge crest as steep north-dipping zones of intense fracturing. They are on the order

of 10 to 20 m wide.


4

The quartz monzonite host is intruded by one or more feldspar-quartz-porphyry

bodies of unknown size and shape. Generally the porphyry is less fractured and

fresher in appearance. Late-stage (biotite) lamprophyre and diabase dikes intrude

the whole. At the head of Gott Creek, the igneous rocks intrude carbonaceous phyl-

lite belonging to the Bridge River Group. The phyllites are characterized by intri-

cately folded quartz sweats mm's wide and cm's long, whose axial planes define a

transposition.

This report along with the appended maps describes the results of the above geo-

chemical surveys.

See APPENDIX 1: EV#5415470 SOW—Exploration and Development Work / Date

Change filing information.

To date, David R. Deering, P.Eng. has managed and supervised the work. John H.

Walther, P.Geo., GeoMinEx Consultants Inc., Vancouver, B.C. provided technical

field assistance and data processing on the 2012 exploration program.


5

2. Property Description and Location

The northern portion of the Property (Index-Molybdenite Creek area) is located 17

km by air almost due south of Lillooet, BC. Road access from Lillooet provides

convenient access at Texas Creek Main FSR turnoff, approximately 16 km south

from Lillooet on the Texas Creek Road on the west side of the Fraser River. The

property claims are approximately 18 km west, up Texas and Molybdenite Creek to

Molybdenite Lake.

The southwest portion of the Property (Enterprise area) is accessed from Highway

99 (Duffy lake Corridor) turnoff west onto the Gott Creek Forest Service Road. See

(Figures 1, 2, 3).

The mineral tenures are located within the Lillooet Mining Division, centered at

(UTM NAD 83 10) E570000 N5594000 (approximately 50° 32’ North latitude and

121°50’ West Longitude, (Mapsheets: 092I and 092J).

There is no power infrastructure on the Property. Water, used for previous histori-

cal and more-recent 2008 diamond drilling program, is available from small

streams and pond-lakes. Water from the alpine areas of the property is not readily

available for portions of the Property.

Topography over the property varies from moderate to steep slopes. Elevations on

the lower parts of the property are approximately 2,190 metres. The summit ranges

up to 2,560 metres. Much of the property is above timberline and access to all

parts is generally good. Some areas within the central area are very steep and inac-

cessible. The summit and slopes of Index Ridge, Molybdenite Lake area and Gott

Creek tributary are are readily traversed on foot; however, the north slopes fre-

quently consist of near vertical cliffs, the upper parts of which are difficult to ac-

cess. The climate is typical of south-central British Columbia, and varies greatly

with elevation; the lower areas experiencing moderate winters and warm summers

while the alpine regions are characterized by long cool winters and short cool sum-

mers.


6

The Property is comprised of 13 mineral tenures and 100% ownership interest is

held by David Deering, FMC 106394 (Figure 2). All mineral tenures are contiguous

and detailed information is shown on Table 1.

Table 1. Property – Mineral Tenure Status

Tenure Number Area (ha) Good To Date 501192 349.2422 2016/nov/30 501235 123.2665 2016/nov/30 502491 41.0815 2016/nov/30 569348 61.65 2012/nov/09 573562 144.0263 2016/nov/30 578394 205.69 2012/nov/09 585522 61.6604 2016/nov/30 585523 82.2524 2016/nov/30 585526 82.2753 2016/nov/30 604463 411.225 2016/nov/30 604464 164.5337 2016/nov/30 928549 20.5782 2016/nov/30 928649 123.2939 2016/nov/30 Total 1870.7754 (ha)


7

Grand Forks

VICTORIA

VANCOUVERVANCOUVER

Hope

Merritt Kelowna

Vernon Nakusp

Cranbrook

Golden

Kamloops

Revelstoke

WilliamsLake

Quesnel

PrinceGeorge

Kitimat

PrinceRupert

Terrace Smithers

Houston

Stewart

DawsonCreek

FortSt.John

B r i t i s h

C o l u m b i a

VANCOUVERISLAND

Index, Molybdenite Creek & Enterprise Property

LOCATION MAPDATE:

February 2013SCALE:

As shownFIGURE NO.

1

LILLOOET MINING DIVISION,BRITISH COLUMBIA

NTS: 092I / 092J UTM: 570000E 5594000N

NAD83 ZONE 10

0 50 100

Kilometres

Index, Molybdenite Creek

& Enterprise Property

!(

!(

!(

092JNE055

092INW088

ZEE092JSE032

HWY 99SPRAY CREEK

INDEX (L.1306)502491

604464

501235

585522

585523

585526

501192

928549

573562

604463

928649569348

578394

562000

562000

564000

564000

566000

566000

568000

568000

570000

570000

572000

572000

574000

574000

576000

576000

578000

578000

5588

000

5588

000

5590

000

5590

000

5592

000

5592

000

5594

000

5594

000

5596

000

5596

000

5598

000

5598

000

0 2.5 51.25Kilometres

Index, Molybdenite Creek& Enterprise Property

LILLOOET MINING DIVISION, BRITISH COLUMBIA

Mapsheets: 092i & 092jUTM (Nad83 10): E 570000 N 5594000

February 2013 Figure 2

Legend!( Minfile Location

Paved RoadsRough Unpaved Road(FSR & Access Roads)Index, Molybdenite Creek& Enterprise ClaimsStreamsLakes/RiversContoursVegetation

Ü

1:70,000Scale MINERAL TENURE MAP(NOVEMBER 7, 2012)

~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

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PJB

PJB

JL

PJB

JKR

LKg

KS

JKR

KTg

PJB

PJB

KS

ETg

JKRJKR

PuoB

JKR

PuoB

JL

KSPuoB

PJBTrC

PJB

PJB

PJB

PJBJKR

PgTK

PJB

KTg

PgTK

PgTK

KTg

PJB

JKR

JKR KTg

KTg

ETg

JKR

PJB

JKR

JKRETg

PJB

JKR

PJBPJB

JKR

PJB

PJB

PJB

JKR

KTg

JKR

PJB

PJBPJB

KTg

mKg

KTg

KS

KTq

m

PgTS

mKTg

mJKR

PJB

JKR

PJB

mKd

m

NTP

PJB

LKg

PJBLKg

mKg

KS

mKS

PgTK

PgTK

PJgL

PJdL

PJdL

PJdL

PJmL

PJgL

535000

535000

540000

540000

545000

545000

550000

550000

555000

555000

560000

560000

565000

565000

570000

570000

575000

575000

580000

580000

585000

585000

590000

590000

595000

595000

5570

000

5570

000

5575

000

5575

000

5580

000

5580

000

5585

000

5585

000

5590

000

5590

000

5595

000

5595

000

5600

000

5600

000

5605

000

5605

000

5610

000

5610

000

5615

000

5615

000

0 7.5 153.75Kilometres


LegendGeologyETg granodioritic intrusive rocksJKR coarse clastic sedimentary rocksJKR mudstone, siltstone, shale fine clastic sedimentary rocksJKR undivided sedimentary rocksJL mudstone, siltstone, shale fine clastic sedimentary rocksKS undivided sedimentary rocksKTg granodioritic intrusive rocksKTq quartz monzonitic intrusive rocksLKg quartz dioritic intrusive rocksMTrC limestone, marble, calcareous sedimentary rocksMTrC serpentinite ultramafic rocksMTrC ultramafic rocksNTC basaltic volcanic rocksNTP rhyolite, felsic volcanic rocksPJB greenstone, greenschist metamorphic rocksPJB marine sedimentary and volcanic rocksPJB serpentinite ultramafic rocksPJB ultramafic rocksPJdL dioritic intrusive rocksPJgL granodioritic intrusive rocksPJmL lower amphibolite/kyanite grade metamorphic rocksPgTK dacitic volcanic rocksPgTK undivided sedimentary rocksPgTK undivided volcanic rocksPgTS undivided sedimentary rocksPuoB serpentinite ultramafic rocksPuoS serpentinite ultramafic rocksTrC coarse clastic sedimentary rocksTrJN undivided volcanic rocksm mid amphibolite/andalusite grade metamorphic rocksmKS andesitic volcanic rocksmKd dioritic intrusive rocksmKg granodioritic intrusive rocks~ ~ ~ Fault~ ~ᴧ Thrust Fault

Index, Molybdenite Creek& Enterprise Claims

Ü

1:250,000Scale




REGIONAL GEOLOGYReference: BC Geoscience Map 2010-1

~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~

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PJBJKR

PJBKTg

ETg

JKR

JKR

JKRETg

JKR

PJB

PJB

PJB

KTg

KTq

JKR

PJB

502491

604464

501235

585522

585523

585526

501192

928549

573562

604463

928649569348

578394

560000

560000

562000

562000

564000

564000

566000

566000

568000

568000

570000

570000

572000

572000

574000

574000

576000

576000

578000

578000

580000

580000

5586

000

5588

000

5588

000

5590

000

5590

000

5592

000

5592

000

5594

000

5594

000

5596

000

5596

000

5598

000

5598

000

5600

000

5600

000

0 2.5 51.25 Kilometres


LegendGeologyETg granodioritic intrusive rocksJKR coarse clastic sedimentary rocksJKR undivided sedimentary rocksKTg granodioritic intrusive rocksKTq quartz monzonitic intrusive rocksPJB greenstone, greenschist metamorphic rocksPJB marine sedimentary and volcanic rocksPJB serpentinite ultramafic rocks~ ~ ~ Fault~ ~ᴧ Thrust Fault


Ü

1:80,000Scale




PROPERTY GEOLOGYReference: BC Geoscience Map 2010-1

3. History

3.1 Index Project – Molybdenite Creek Mo-Au Showing –Discovery through 1986

After the discovery of molybdenite mineralization at Index in the early 1890s, a

shipment of 9 tons of hand-picked molybdenite-rich rock was made in 1916. Grade

of this shipment was stated to be 15% MoS2. (Minfile # 092JNE055)

In 1965-66, the property was held by Texas Creek Mines Ltd. who did trenching

and approximately 1400 feet of diamond drilling. No drilling results are reported.

Kerry Dawson and Associates carried out a reconnaissance geological survey of the

mineral tenures in 1977 outlining the general geology of the Index Stock.

Further work, including drilling, may have been done on the Index-Molybdenite

Creek property since 1977, but no record of such work is available.

On July 12th, 1986 an examination of the Index Molybdenite Creek prospect was

made by R.E. Gale, Ph.D. P.Eng., D. Pawliuk and M. Romero for Shangri-La Miner-

als Limited (Assessment Report 15,032). A total of twenty-one rock samples of reg-

olith and outcrops were taken both outside of and within the Index Stock. The

purpose of the examination was to study the contact relationships and different

phases of the Index stock to try to relate the molybdenite mineralization at Index to

a particular type of intrusive and/or alteration type. Another objective was to sam-

ple the showings for possible precious metal content. Nineteen samples were sub-

mitted to Acme Labs for ICP analyses for 30 elements plus gold by A.A. and seven

samples of intrusive rock were studied in thin section.


12

3.2 Recent Work Programs (2004 - 2011)

In October 2004, eight rock grab samples (M1-M8) were collected from areas with-

in the Index Molybdenite Creek showing area with two samples (M3 & M8) sent for

petrographic study and whole rock analysis.

The region within the mineral tenures has been covered by the 1972 Geological Sur-

vey of Canada airborne magnetometer survey. In 2005, SJ Geophysics Limited ob-

tained government airborne data for the region and the information was

reprocessed in 3D and draped over topography. The magnetic features were ana-

lysed and results applied to field investigations

In 2005, approximately 18 kilometres of road were traversed along the unnamed

tributary on the north side of the Molybdenite Creek (Index Access Road - IAC),

Molybdenite Creek Main (MCM) and Texas Creek Main (TCM) drainage systems.

Several spikes or strong signal strength changes occurred at different locations of

Index-Molybdenite Creek -Texas Creek property access roads and require further

field investigation.

In September, 2006 a St’át’imc Nation Heritage Field Reconnaissance Report

(HFR) along the Index Access Road was conducted on the Index Project, Molybde-

nite Creek Property. The Heritage Field Reconnaissance survey traversed approxi-

mately 11 km of the Index Access Road from the west end terminus of the road

down the mountain to the old Index Camp site located on Molybdenite Creek. Pro-

posed drill pad sites were noted and potential water sites inspected. There were no

cultural sites of archaeological significance noted by the St’át’imc Nation Band

Chief and Council (and their Land Management Group) during the road traverse.

The report forms the basis for future archaeological surveys.

For the period July 22 through August 15, 2007 a D-3 Caterpillar Dozer was con-

tracted from Me Too Contracting, Lillooet, B.C. to repair approximately 18 km of

roads for the geophysical survey access from Texas Creek Rd junction, then up the

Texas Creek Main and finally up the Molybdenite Main to the Index Molybdenite

Creek showing. Road work resulted in an acceptable 4x4 pick-up truck road to the


13

base of the showing. The balance of the road repairs to the top of the Index Ridge

and terminus of the Index Access Road is suitable for ATV passage to the main

showing area of historical high-grade mining and diamond drilling.

The 19 line-kilometer 3D-Induced Polarization (“3D-IP”) geophysical survey out-

lined a major anomalous area on the Index Moly showing. The 3D-IP survey indi-

cated that there is a SSW dipping anomalous zone approximately 800 meters in

width and at least 400 meters deep which was the depth limit of the geophysical

survey. Road repairs and geophysical survey was completed for a cost of

$113,531.87.

In 2008, Meadow Bay Capital Corporation conducted a 4 hole diamond drill pro-

gram on the Property (Index Project, Molybdenite Creek Property). The results

were reported in a news release dated December 18, 2008:

“Drilling Program Completed

Vancouver, B.C. – Meadow Bay Capital Corporation (the “Company”) is pleased to announce that the Company has completed 1300 metres of drilling in four holes on their 100% owned Index Property located in south-western British Columbia near Lillooet. The Index project had it’s origins on a historical mineral occurrence, at the time one of the first significant molybdenum discoveries in British Columbia. In 1916 a small shipment of high grade molybdenum was made having a reported grade of 16% MoS2. In the area of the historical occurrence, molybdenite min-eralization grading >1% Mo is associated with northerly trending shear zones associated within a quartz monzonite stock. In an effort to explore the property beyond the historical limits, the company contracted SJ Geophysics Ltd. to conduct 3D-Induced Polarization (IP) surveys and ground magnetics. Significant IP anomalies offboard of the known histori-cal workings were identified and recommended as drill targets. Several of these anomalies were tested during the 2008 drilling campaign. These holes were up to 1.5km from the historical workings. The highest chargeability anomalies were associated with carbon-rich sedi-ments including argillaceous sediments and graphitic cherts. These sediments were found to be flanking the intrusive stock which is host to the higher grade structurally controlled molybdenite mineralization.


14

Best results were hosted by quartz veins within an argillite. In this setting mo-lybdenite along with pyrite and pyrrhotite occurs as selvages to quartz veins. This is a common mode of occurrence for molybdenite in many significant mo-lybdenum deposits around the world. Highlights of the drilling program include

Hole # From_m To_m Width_m Mo_%

I-03-08 93.00 94.51 1.51 0.064

I-03-08 314.27 315.75 1.48 0.282

I-03-08 321.65 322.09 0.44 0.064

I-04-08 213.5 215.5 2.00 0.055

The current drill program demonstrated the occurrence of molybdenite mineral-ization within quartz veins peripheral to the Index Stock. Induced polarization chargeability anomalies resulted from carbon and sulphide rich sediments pe-ripheral to the stock. Future exploration will include a re-examination of the geophysical data in light of the drilling done to date with a focus on the higher grade structurally controlled mineralization.

All drill core was logged and where sampled was sawed in half lengthwise. All samples were analyzed by Eco Tech labs of Kamloops, BC. Mineralized stand-ards, blanks and duplicates were inserted into the sample stream. Examination of the duplicate, blanks and standards provide confidence that assay results are accurate and representative.

Mr. Bernhardt Augsten, P.Geo, is the Qualified Person for the Index Project.

The Company continues to investigate other mineral properties of interest.

On Behalf of the Board of Directors, David R. Deering, CEO”

The Company expended $872,227.00 for exploration costs (Reference: Meadow

Bay Capital Corporation, Interim Financial Statements ending Dec 31, 2009 and

2008).

In July 2008, a preliminary geological investigation of selected areas of the proper-

ty was conducted by Mr. R. Thompson, PhD, P.Eng.; Mr. B. Augsten, B.Sc., P.Geo;

accompanied by Mr. Mike Miller. A potential gold area was identified to the east of


15

the Molybdenite Lake: A (faulted?) contact separating ultramafic rocks from meta-

mudstone (Bridge River Group) trends east-west across Molybdenum Lake; list-

wanite alteration is likely and augers well for lode-gold potential.

In 2010, the Texas Creek FSR, Molybdenite Main FSR and Index Access Road were

graded and water bars repaired. Reclamation of the exploration camp site and

transfer of 1300m drill core to a secure off site location was conducted by David

Deering. Reclamation was completed for a cost of $24,153.26.

In 2011 a physical work grogram of labour and trenching was conducted on the Zee

Showing, Enterprise property by David Deering. The contractor repaired an old

ATV Quad access road using a power-saw to clear fallen trees, shovels and pickaxes

to provide passage way for quads over the approximate 350 meters distance. Addi-

tionally, the contractor cleared-out an existing approximately 300 meter hiking

trail from the end of Quad trail to the Zee Showing area. At the Zee Showing 7 ex-

isting trenches were cleaned out and expanded. One trench in the Zee Showing

1998 discovery area was excavated using pick and shovel. The Quad and hiking foot

trail were left clean of debris and passable. No samples were taken. Trail repairs

and hand trenching was completed for a cost of $8,212.00.


16

4. Work Program

4.1 WML Grid, West Molybdenite Lake Area

During the fall months, field crews completed 46 soil samples at 25 metre spacing

on 50 meter spaced lines on an approximate 5 ha area grid. Soil sample results

ranged from background to 222 ppb gold (“Au”), 339 ppm copper ("Cu") and 610

ppm Arsenic ("As") as shown on Fig 6.1 through 6.4.

6 rock grab and chip samples (12JW006 through 12JW011) were completed at vari-

ous locations on the WML grid by John Walther, P.Geo. and 2 rock grab samples

2800N 1125E and 2800N 1150E were taken by the crew for a total of 8 rock sam-

ples. Rock sample results ranged from background to 14 ppb gold (“Au”), 414 ppm

copper ("Cu") and 237 ppm Arsenic ("As") as shown on Figures 6.4 through 6.8

The 2012 soil WML grid was a follow-up to an earlier 2008 soil and rock reconnais-

sance sampling program conducted by R. Thompson, PhD, P.Eng. and B. Augsten,

B.Sc. P.Geo (Reference: Report on a 5 day geological evaluation of the Molybdenite

Creek and Zee Properties) which gave elevated copper values ranging from 120 to

263 ppm in the south portion of the WML grid area near the “dozer-cut” (approxi-

mate WML Grid Station 2850N 1200E).

For details, see attached APPENDIX 2: Acme Analytical Laboratories Ltd., Certifi-

cate of Analysis; and, APPENDIX 3: Soil, Moss and Rock Location Information.

Reconnaissance of the WML grid area confirmed the presence of float/outcrop of

soapstone and float-jade. Specimen samples were taken for future evaluation and

marketing purposes. Geological mapping and short-hole diamond drilling have

been proposed for summer testing of this target area. Based on positive diamond

drill results a program to extract a test bulk sample to determine the marketability

of soapstone and jade is proposed. There are other areas of interest for soapstone

and jade to the south and east of Molybdenite Lake.


17

4.2 ZEE Soil Grid, Enterprise Area

The Zee project is an early-stage silver + gold+ lead + zinc exploration target. The

Zee showing is reported to be a vein of up to 30 cm wide and over 80 metres long.

The vein holds the potential for greater widths, lengths and depths.

Geochemical sampling of the ZEE grid was completed by crews in the fall of 2012

covering an area of approximately 700m x 450m or 31.5 ha. A total of 277 soil

samples were collected from the ZEE grid from line 86+00N to 95+50N and of

these 202 samples were analysed (See Figure 7.1).

The remaining Zee Grid 75 soil samples are stored in a locked aluminium box at a

secure garage rented by David Deering.

The ZEE grid was soil sampled at 25 metre spacing on 50 meter spaced lines from

86+00N to 93+50N as shown in Figure 7.1. All soil samples were collected on 25

metre spacing for the “core area” of the grid from line 88+50N to 92+00N were as-

sayed, while the south and north sections of the grid; 86+00N to 88+00N and

92+50N to 93+50 respectively, were assayed on 50 metre spacing i.e. skipping eve-

ry other sample.

There are two duplicate sample records for 9050N 5650E on the ZEE Grid due to a

field error. Two soil samples were collected near the area of trenching and both

have values, but the values are not similar, therefore the results were not used.

Contamination from previous trenching activity may have caused the discrepancy.

A resample is proposed in the summer.

202 soil sample results ranged from background to 42.3 ppm silver (“Ag”), 8009

ppm Arsenic ("As"), 145 ppb gold (“Au”), 5983 ppm lead ("Pb") and 1655 ppm

Zinc (“Zn”) as shown on Figures 7.2 through 7.6.

3 moss samples were collected from the ZEE grid. Two were I.S. (Insufficient Sam-

ple) and only 1 sample (9000N 5861E) gave results of 0.5 ppm silver (“Ag”), 335


18

ppm Arsenic ("As"), 5.9 ppb gold (“Au”), 9.2 ppm lead ("Pb") and 78 ppm Zinc

(“Zn”).

8 rock grab and chip samples were collected at several trench and other locations

within the ZEE grid by John Walther, P.Geo. 1 rock grab sample, DRD-1 was col-

lected from an approximately 20 cm wide iron-stained quartz- vein material

(8900N 5869E) by David Deering, P.Eng. for a total of 9 rock samples. Rock sam-

ple results ranged from background to 38 ppm silver (“Ag”), >10,000 ppm Arsenic

("As"), 111 ppb gold (“Au”), 549 ppm lead ("Pb") and 198 ppm Zinc (“Zn”) as shown

on Figures 7.7 through 7.11.

4.3 JV Zone, South West Molybdenite Lake Area

1 rock grab sample (12JW001) was taken at the location shown on Figure 8.1 from

the JV Zone by John Walther, P.Geo. The rock sample results gave 9.5 ppb gold

(“Au”), 309 ppm copper ("Cu") and 119 ppm Arsenic ("As").

Reconnaissance of the JV area confirmed the presence of soapstone and float-jade.

Specimen samples were taken for future evaluation and marketing purposes.


19

!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!

!!!!!!!!!!!!!!!!!!!!!

!!!!!!!!!!!!!!!!

!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!

!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!

!

!

!!!

!!!!!

!

!

ZEE092JSE032

West Molybdenite Lake Sample LocationsFigures 6.1 to 6.8

JV ZoneSample LocationsFigure 8.1

Enterprise - ZeeSample LocationsFigures 7.1 to 7.11

MolybdeniteLake

502491

604464

501235

585522

585523

585526

501192

928549

573562

604463

928649

569348

578394

562000

562000

564000

564000

566000

566000

568000

568000

570000

570000

572000

572000

574000

574000

576000

576000

5588

000

5588

000

5590

000

5590

000

5592

000

5592

000

5594

000

5594

000

5596

000

5596

000

5598

000

5598

000

Legend! Rock Sample Location! Soil Sample Location

Rough RoadPaved RoadMineral TenuresStreamsLakes/RiversContoursVegetation

Ü

1:60,000Scale

0 1 20.5Kilometers

February 2013

SAMPLE LOCATIONSKEY MAP

Figure 5




!( !( !( !( !( !( !( !( !( !( !( !(

!( !( !( !( !( !(

!( !( !( !( !( !( !( !(

!( !( !( !( !( !( !( !(

!( !( !( !( !( !( !(

!( !( !( !( !(

1050 E1075 E

1100 E1125 E

1150 E1175 E

1200 E1225 E

1250 E1275 E

1300 E1325 E

1100 E1175 E

1225 E1250 E

1275 E1300 E

1125 E1150 E

1175 E1200 E

1225 E1250 E

1275 E1300 E

1125 E1150 E

1175 E1200 E

1225 E1250 E

1275 E1300 E

1150 E1175 E

1200 E1225 E

1250 E1275 E

1300 E

1200 E1225 E

1250 E1275 E

1300 E

27+50N

28+00N

28+50N

29+00N

29+50N

30+00N

604463

571000

571000

571500

571500

5592

500

5592

500

5593

000

5593

000

Legend!( Soil Sample Location

Mineral TenuresRough Unpaved Road(FSR & Access Roads)Paved RoadStreamsContoursLakes/RiversVegetation 1:5,000Scale

0 200100Meters

February 2013

WEST MOLYBDENITE LAKESoil Geochem Grid

Figure 6.1




Ü

27+50N

28+00N

28+50N

29+00N

29+50N

30+00N

501.6399.9

504.7407

299.1335.7

289.4176.6

15.684.6

282.8471.8

180 48.3245.4

101 88.8104.6

292.3177.6

359315.3

489.3244.7

302.2221.6

347.6392.4

16.7170.7

341.6433.4

281.8300.5

432.3

610.2274.5

301.6203.9

258.9

238.1

231.1243.1

345.2354.4

190

604463

571000

571000

571500

571500

5592

500

5592

500

5593

000

5593

000

LegendMineral TenuresRough Unpaved Road(FSR & Access Roads)Paved RoadStreamsContoursLakes/RiversVegetation

As (ppm)<0.50 Std. Dev. (15.600 - 346.90)0.50 - 1.5 Std. Dev. (346.90 - 479.52)1.50 - 2.5 Std. Dev. (479.52 - 610.20)

Ü

1:5,000Scale

0 200100Meters

February 2013

WEST MOLYBDENITE LAKEAs (ppm) Soil Geochem

Figure 6.2




27+50N

28+00N

28+50N

29+00N

29+50N

30+00N

33.125.9 53.1

31.517.3

28.2

27.711.7 116.5

10.615.1

31.6

14.71.3 26.6

6.9 8.8 8.5 14.913.1

62.741.9 47.9

31.425.1

27.816.4

17.8

6.2 15.944.2

42.322.3

17.3

25.1

222.252.4

25 12.541.7

15.8

9.7 15.426.2

26 21.8

604463

571000

571000

571500

571500

5592

500

5592

500

5593

000

5593

000


Au (ppb)<0.50 Std. Dev. (1.30 - 47.83)0.50 - 1.5 Std. Dev (47.83 - 82.17)> 1.5 Std. Dev. (82.17 - 222.20)

Ü

1:5,000Scale

0 200100Meters

February 2013

WEST MOLYBDENITE LAKEAu (ppb) Soil Geochem

Figure 6.3




27+50N

28+00N

28+50N

29+00N

29+50N

30+00N

98.5140.1

102.2103.3

141.7113.6

138.9144.8

90.8 23370.4

100.2

242.977.9

99.990.5

138.7126.6

82.885.2

125.6138.8

158.7204.8

137.3122.2

113.9131.3

179.7144.3

151.4254.4

140.2107

152.9

339.3128.7

105.590.9

114.4

101.5

92.2100.2

116.8113.5

87.4

604463

571000

571000

571500

571500

5592

500

5592

500

5593

000

5593

000


Cu (ppm)< 0.50 Std. Dev. (70.40 - 157.62)0.50 - 1.5 Std. Dev. (157.62 - 208.72)1.5 - 2.5 Std. Dev. (208.72 - 259.83)>2.5 Std. Dev. (259.83 - 339.30)

Ü

1:5,000Scale

0 200100Meters

February 2013

WEST MOLYBDENITE LAKECu (ppm) Soil Geochem

Figure 6.4




!(

!(

!(

!(

!(

!(

!(!(

604463

12JW006

12JW007

12JW008

12JW009

12JW011

12JW010

2800N 1150E2800N 1125E

571000

571000

571500

571500

5592

500

5592

500

5593

000

5593

000

Legend!( Rock Samples

Mineral TenuresRough Unpaved Road(FSR & Access Roads)Paved RoadStreamsContoursLakes/RiversVegetation 1:5,000Scale

0 200100Meters

February 2013

WEST MOLYBDENITE LAKERock Sample Locations

Figure 6.5




Ü

604463

68.4

45.3

237.3

9.9

7.4

3.7

80.97.5

571000

571000

571500

571500

5592

500

5592

500

5593

000

5593

000


As (ppm)3.70 - 9.909.91 - 80.9080.91 - 237.30

1:5,000Scale

0 200100Meters

February 2013

WEST MOLYBDENITE LAKEAs (ppm) Rock Samples

Figure 6.6




Ü

604463

1.9

4.6

14.5

14.6

2.5

3.8

5.51.8

571000

571000

571500

571500

5592

500

5592

500

5593

000

5593

000


Au (ppb)1.80 - 2.502.51 - 5.505.51 - 14.60

1:5,000Scale

0 200100Meters

February 2013

WEST MOLYBDENITE LAKEAu (ppb) Rock Samples

Figure 6.7




Ü

604463

51.5

20.2

44.3

414.6

27.2

44.1

31.3108.7

571000

571000

571500

571500

5592

500

5592

500

5593

000

5593

000


Cu (ppm)20.20 - 51.5051.51 - 108.70108.71 - 414.60

1:5,000Scale

0 200100Meters

February 2013

WEST MOLYBDENITE LAKECu (ppm) Rock Samples

Figure 6.8




Ü

!( !( !( !( !(

!( !( !( !( !( !( !( !(

!( !( !( !( !( !( !( !(

!( !( !( !( !( !( !( !(

!( !( !( !( !( !( !( !(

!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(

!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(

!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(

!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(

!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(

!( !( !( !( !( !( !( !( !( !( !( !(

!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(

!( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !( !(

!( !( !( !( !( !( !( !(

!( !( !( !( !( !( !( !(

!( !( !( !( !( !( !( !(

!(

!(

#*

#*

#*

5600E5650E

5700E5750E

5800E

5600E5650E

5700E5750E

5800E5850E

5900E5950E

5600E5650E

5700E5750E

5800E5850E

5900E5950E

5550E5600E

5650E5700

57505800

58505900

5550E5600E

5650E5700

57505800

58505900

5500E5525E

5550E5575E

5600E5625E

5650E5675

57005725

57505775

58005825

58505875

5900

5475E5500E

5525E5550E

5575E5600E

5625E5650E

56755700

57255750

57755800

58255850

5875 5900

54505475

55005525

55505575

56005625

5650E5675E

5700E5725E

5750E5775E

5800E5825E

5850E

54255450

54755500

55255550

55755600

56255650E

5675E5700E

5725E5750E

5775E5800E

5825E5850E

5875E

53755400

54255450

54755500

55255550

55755600

56255675

57005725

57505775

58005825

58505875

5400E5425E

5450E5475E

5500E5525E

5550E5575E

5600E5625E

56755700

5400E5425E

5450E5475E

5500E5525E

5550E5575E

5600E5625E

5650E5675E

5700E5725E

5750E5775E

5800E

5400E5425E

5450E5475E

5500E5525E

5550E5575E

5600E5625E

5650E5675E

5700E5725E

5750E5775E

5800E5825E

5400E5450E

5500E5550E

5600E5650E

5700E5750E

5400E5450E

5500E5550E

5600E5650E

5700E5750E

5400E5450E

5500E5550E

5600E5650E

5700E5750E

5869

5640E

90+00N 58+61E

92+13N 56+22E

93+20N 54+15E

928549

573562

86+00N

86+50N

87+50N

88+50N

89+50N

90+50N

91+50N

92+50N

93+50N

93+00N

92+00N

91+00N

90+00N

89+00N

88+00N

87+00N

565500

565500

566000

566000

5588

500

5588

500

5589

000

5589

000

5589

500

5589

500

Legend#* Moss Sample Location!( Soil Sample Location

Quad TrailsRough Unpaved Road(FSR & Access Roads)Paved RoadMineral TenuresStreamsLakes/RiversContoursVegetation 1:5,000Scale

0 200100Meters

February 2013

ZEE Soil Geochem Grid

Figure 7.1




Ü

#*

#*

#*

0.5

I.S.

I.S.

86+00N

86+50N

87+50N

88+50N

89+50N

90+50N

91+50N

92+50N

93+50N

93+00N

92+00N

91+00N

90+00N

89+00N

88+00N

87+00N0.5 0.6 0.3 0.3 0.05

0.7 0.7 1 0.4

0.5

0.5 1.2 0.3

0.8 0.8 0.7 0.8 0.2 0.4 0.3 0.3

0.4 0.8 0.6 0.7 0.6 0.9 1 0.5 0.6 0.4 0.8 0.7 0.3 0.2 1 0.5

0.3 0.2 0.9 0.9 0.5 0.1 0.4 0.5 0.5 0.3 0.6 0.3 0.2 0.2 0.2 0.2 0.3 0.2

0.8 0.5 1.2 1 0.2 0.4 1.1 0.4 0.4 0.2 0.3 0.4 0.3 0.3 0.7 0.6 0.5

0.3 0.6 0.3 0.5 0.7 0.4 0.2 1.4 0.7 2.4 0.3 0.4 0.2 0.3 0.2 0.2 0.8 0.3 0.3

0.2 0.3 0.4 0.4 0.6 0.3 0.3 0.3 0.4 0.3 1.1 0.3 0.4 0.7 0.3 0.6 0.4 0.3 0.2 0.2

0.5 0.4 0.5 0.5 0.2 0.2 0.2 0.3 0.5 0.3 0.3 0.3

0.5 0.6 0.7 0.3 0.4 1.1 0.3 0.5 0.2 0.5 1.1 0.7 0.4 0.3 0.1 0.2 1.2

0.3 0.5 0.3 0.1 0.3 0.3 0.2 0.9 0.2 0.4 1.2 1.2 0.4 0.4 0.5 0.050.4 0.3

0.6 0.3 0.1 0.050.5 0.9 0.4 0.7

0.1 0.3 0.6 0.7 0.4 0.4 0.4 0.5

0.7 0.050.4 0.5 0.8 0.9 0.3

42.3

0.7

0.1 0.2 0.1 0.5 0.2

0.2 0.3 0.4 0.4 0.3 0.2 0.1 0.05

0.3 0.3 0.6

I.S.

I.S.

928549

573562

565500

565500

566000

566000

5588

500

5588

500

5589

000

5589

000

5589

500

5589

500

LegendQuad TrailsRough Unpaved Road(FSR & Access Roads)Paved RoadMineral TenuresStreamsLakes/RiversContoursVegetation

Ag (ppm)<0.50 Std. Dev. (0.00 - 2.29)0.50 - 1.5 Std. Dev. (2.29 - 5.40)1.5 - 2.5 Std. Dev (5.40 - 8.51)>2.5 Std. Dev. (8.51 - 42.30)

#* Moss Sample Location

1:5,000Scale

0 200100Meters

February 2013

ZEE Ag (ppm) Soil Geochem

Figure 7.2




Ü

#*

#*

#*

131.7

132.5165.9

162.8164.4

474.2290.7

150.1110.5

105.5250

338.2143 363.7

317.7423.1

671.9197.9

56.670.7

104.188.5

158.9

122.4196.7

133.299.5

88.6

161.643.5

94.5

180.193.9

129.8248.6

119.661.7

81.261.3

174.5188.2

148.3236.4

924.6156.3

189.783.5

170.7128.9

166.9232.8

668.2112.1

75.4

8821.6

288.6210.5

207.4139.5

180.2234.7

138 301.83037

137.8230.8

84.794.3

83 108.4116.7

107.6

944.21533.3

253.4227.6

275.9517.2

193.8213.8

490 1930.9230 139.1

57 208.983.1

105.654.8

80.3

1115356.9

367.41248.1

597.7926.1

1277.9501.2

493.7522.6

140.950.1

44.354.2

69.852.7

81.3

337.11034.2

1228.3420.7

231.1387.4

565.3507.4

1511.98009.4

197.872.1

40.3309.5

587.970.9

61.884.6

138

171.6231.8

108.7120 146.8

128.396.6

120.7231.5

521.32318.8

298.4167.1

229.189.9

261.965 106.3

65.7147.9

171.2251.5

196.1303.9

354.9241.8

263.3220.2

2724.2111.2

112.5110.9

264.7297.3

510.1250.5

370.6497.3

341.5443.1

520.6326.8

281.4247 558.1

247.8226.2

153.8502.4

107.3228.7

107.5160.1

261.4232.2

588.54788.6

1218239.9

613.4331.4

184.4208.4

207.5119.8

287 94.9

300.2218 287.4

270.1447.9

225.4

335.7

I.S.

I.S.

I.S.

I.S.

86+50N

87+50N

88+50N

89+50N

90+50N

91+50N

92+50N

93+50N

93+00N

92+00N

91+00N

90+00N

89+00N

88+00N

87+00N

86+00N

928549

573562

565500

565500

566000

566000

5588

500

5588

500

5589

000

5589

000

5589

500

5589

500


As (ppm)<0.50 Std. Dev. (0.00 - 957.04)0.50 - 1.5 Std. Dev. (957.04 - 1968.20)1>1.5 Std. Dev. (968.20 - 8821.60)


1:5,000Scale

0 200100Meters

February 2013

ZEE As (ppm) Soil Geochem

Figure 7.3




Ü

#*

#*

#*

1.8

1.9 3.1 3.4 0.250.25

0.254 13.8

7.2 4 3.1 2.6 2.8

6 3.6 4.2 21.9 31.825.7

2.8

0.8 1.1 0.9 1.1 2.7

1.6

1.9

1.3 1 1.5 1.4 0.9 0.8

1.6 1.5 1.3 1.4 0.8 0.9 0.6 0.25

1.4 1.6 2 2.5 17.11 0.7 1.7

1.6 1.4 1 2.4

145.1

1 0.6 2.4

2.1 1.6 1.6 1.8 0.7 1.3 1.7 7.6 21.81.2 4.1 0.25

0.9 0.6 0.5 0.251.2

5.2 4.3 1.6 1.9 0.8 1.4 0.6 1.6 4 6.1 8.7 3.4 1 0.250.9 1.5 1.7 1.7

100.42.4 2.8 9 6.1 3.5 3.7 4.5 4.8 5.7 1.6 1.5 0.9 1.2 1.5 0.6 0.6

3.1 3.1 2.7 5.5 2 3.6 9.5 6.4 18.1 444.78 1.8 2.7 2.6 6.2 2 4.4 4.2 2.8

3.5 2.7 3.2 2.3 3.5 1.8 1.8 2.3 3.8 8.2 38.15.8 2.7 3.1 2.1 3.9 1.1 2.5 2.7 2.1

2.3 1.6 1.1 4.9 2.5 1.5 1 2.7 5.3 2.2 3.1 3.6

0.9 2.3 2.6 1.6 4.8 2.8 3.1 3.5 3.3 4.4 2.5 2.4 2.4 1.9 0.6 5.5 27.9

0.6 1.8 0.8 1.6 1.2 2.5 6.9 19.82.7 1.7 3.7 3.2 1.4 3.1 2.9 1.2 2.5 5.9

8.6 1.9 0.25

5.9

I.S.

I.S.

86+50N

87+50N

88+50N

89+50N

90+50N

91+50N

92+50N

93+50N

93+00N

92+00N

91+00N

90+00N

89+00N

88+00N

87+00N

86+00N

928549

573562I.S.

I.S.

565500

565500

566000

566000

5588

500

5588

500

5589

000

5589

000

5589

500

5589

500


Au (ppb)<0.50 Std. Dev. (0.00 - 27.44)0.50 - 1.5 Std. Dev. (27.44 - 65.65)>1.50 Std. Dev. (65.65 - 271.20)444.70


1:5,000Scale

0 200100Meters

February 2013

ZEE Au (ppb) Soil Geochem

Figure 7.4




Ü

#*

#*

#*

573562

928549

86+00N

86+50N

87+50N

88+50N

89+50N

90+50N

91+50N

92+50N

93+50N

93+00N

92+00N

91+00N

90+00N

89+00N

88+00N

87+00N

9.2

I.S.

I.S.

I.S.

I.S.

8.1 8.9 9.7

9.9 9.2 9.1 9.2 10 9.5 6.3 6

10.28.7 9.3 9.7 14 10.3

5.7 6.9

11.4 11.510.1

10.414.4

8 9.2 6.4

11.2 10.811.6

9.9 10.38.3 9.3 5.5

10.610.7

11.2 10.211 9.5 14.4

10.814 8.8 8.3 8.6 7.4 11.2 11.7 8.3 6.1

20.713 11.7 11.2 10.2

9.4 9.5 10.913.8

8.8 11.2 8.5 7.8 8.9 10.69.3 5.9 6.7

22.214.5

16.918.6

14.724.5

19.215.3

11.3 11.2 9 10 8.9 9.8 10.19.3 7.6

11 13.219.2

14.416.7

19.713 18.6

31.752.5

19.79.7 9.3 10.3

12.512.2

10.19 10.4

7.5 10.59.1 8 9.5 8.6 9.1 8.4 13.5

11.821.1 13.5

9.5 11.3 7.9 39 7.5 7.3 8 5.3

11.9 12.616 16.1

14.217.7

15 16.411.5 7.7 8.8 9.3

12.814.6

14.113.8

6.5 13.3

7.6

18.319.6

32.212.8

15.322.4

15.59.5 10.1

14.5

13.413.3

12.29.8 20.4

25.814.9

25.424.3

21.521.8

15 14.519.7

10.412.5

18.2

8.4

30.912.4

7.2 17.124.4

28.69.8 11.1

10.67.8 29 30.7

18.113.6

12 20.2

18.814.4

23.928.3

53.235.9

11.1

5982.9

8.8

15.9

565500

565500

566000

566000

5588

500

5588

500

5589

000

5589

000

5589

500

5589

500


Pb (ppm)<0.50 Std. Dev. (0.00 - 255.03)0.50 - 1.5 Std. Dev. (255.03 - 674.43)1.5 - 2.5 Std. Dev. (674.43 - 1093.48)>2.5 Std. Dev. (1093.48 - 5982.90)


1:5,000Scale

0 200100Meters

February 2013

ZEE Pb (ppm) Soil Geochem

Figure 7.5




Ü

#*

#*

#*

928549

573562

83

98 96

152 187 113 127 133 108 103 114

92 137 188 153 148 131 90

1655

120

74 69 81 63 105

85

86

86 79 94 93 79 87

88 70 84 93 108 123 99 93

112 102 89 84 89 90 90 99

89 80 95 95 126 78 95

97 98 91 64 104 95 90 112 117 101 93 104 126 114 95 108 79

95 125 88 97 101 90 82 84 99 109 104 114 114 120 99 110 86 84

111 117 103 129 115 112 78 104 103 117 121 100 80 82 101 96 83

102 122 115 91 126 139 112 126 121 126 93 110 78 110 110 126 131 107 95

82 84 98 90 110 84 76 87 100 117 199 111 108 125 88 98 69 109 115 77

82 102 137 130 142 149 146 137 132 81 87 79

114 128 128 146 103 151 154 136 125 124 138 131 155 166 127 128

110 164 140 121 158 167 176 141 191 144 161 134 134 139 119 136

170

125

131 153 136 179 128 134

I.S.

I.S.

78

I.S.

I.S.

86+50N

87+50N

88+50N

89+50N

90+50N

91+50N

92+50N

93+50N

93+00N

92+00N

91+00N

90+00N

89+00N

88+00N

87+00N

86+00N

565500

565500

566000

566000

5588

500

5588

500

5589

000

5589

000

5589

500

5589

500


Zn (ppm)<0.50 Std. Dev. (0.00 - 181.36)0.50 - 1.5 Std. Dev. (181.36 - 301.32)>1.5 Std. Dev. (301.32 - 1655.00)


1:5,000Scale

0 200100Meters

February 2013

ZEE Zn (ppm) Soil Geochem

Figure 7.6




Ü

!(!(

!(

!(!(!(

!(

!(

!(

!(

928549

573562

12JW01212JW013

12JW014

12JW01512JW016 12JW017

12JW018

12JW019

DRD-1

92+13N 56+22E

86+00N

86+50N

87+50N

88+50N

89+50N

90+50N

91+50N

92+50N

93+50N

93+00N

92+00N

91+00N

90+00N

89+00N

88+00N

87+00N

565500

565500

566000

566000

5588

500

5588

500

5589

000

5589

000

5589

500

5589

500

Legend!( Rock Sample Location

Zee Soil Sample Grid LinesQuad TrailsRough Unpaved Road(FSR & Access Roads)Paved RoadMineral TenuresStreamsLakes/RiversContoursVegetation 1:5,000Scale

0 200100Meters

February 2013

ZEE Rock Samples

Figure 7.7




Ü

0.1

0.3

12.4

10.9

5.2 0.837.8

24.4

14.9

0.4

86+00N

86+50N

87+50N

88+50N

89+50N

90+50N

91+50N

92+50N

93+50N

93+00N

92+00N

91+00N

90+00N

89+00N

88+00N

87+00N

928549

573562

565500

565500

566000

566000

5588

500

5588

500

5589

000

5589

000

5589

500

5589

500

LegendSoil Sample Grid LinesQuad TrailsRough Unpaved Road(FSR & Access Roads)Paved RoadMineral TenuresStreamsLakes/RiversContoursVegetation

Ag (ppm)0.10 - 0.800.81 - 5.205.21 - 14.9014.91 - 37.80

1:5,000Scale

0 200100Meters

February 2013

ZEE Ag (ppm) Rock Samples

Figure 7.8




Ü

928549

573562

299.8

538.1

3962.5

100002137.4 10000

1489.6

10000

986.3

698.9

86+00N

86+50N

87+50N

88+50N

89+50N

90+50N

91+50N

92+50N

93+50N

93+00N

92+00N

91+00N

90+00N

89+00N

88+00N

87+00N

565500

565500

566000

566000

5588

500

5588

500

5589

000

5589

000

5589

500

5589

500


As (ppm)299.80 - 986.30986.31 - 2137.402137.41 - 3962.503962.51 - 10000.00

1:5,000Scale

0 200100Meters

February 2013

ZEE As (ppm) Rock Samples

Figure 7.9




Ü

86+00N

86+50N

87+50N

88+50N

89+50N

90+50N

91+50N

92+50N

93+50N

93+00N

92+00N

91+00N

90+00N

89+00N

88+00N

87+00N

3.9

6.8

89.8

111.4

40.5 54.623.1

174.9

28.6

6

928549

573562

565500

565500

566000

566000

5588

500

5588

500

5589

000

5589

000

5589

500

5589

500


Au (ppb)3.90 - 6.806.81 - 54.6054.61 - 111.40111.41 - 174.90

1:5,000Scale

0 200100Meters

February 2013

ZEE Au (ppb) Rock Samples

Figure 7.10




Ü

86+00N

86+50N

87+50N

88+50N

89+50N

90+50N

91+50N

92+50N

93+50N

93+00N

92+00N

91+00N

90+00N

89+00N

88+00N

87+00N

4.7

6.4

149

190.6

64.4 18.6549.3

472.3

377.3

8.1

928549

573562

565500

565500

566000

566000

5588

500

5588

500

5589

000

5589

000

5589

500

5589

500


Pb (ppm)4.70 - 63.8663.87 - 194.99195.00 - 379.58379.59 - 549.30

1:5,000Scale

0 200100Meters

February 2013

ZEE Pb (ppb) Rock Samples

Figure 7.11




Ü

12JW001 9.5 ppb (Au) 309.9 ppm (Cu) 119.4 ppm (As) 604464

585526

604463570500

570500

570750

570750

571000

571000

571250

571250

571500

571500

5591

250

5591

250

5591

500

5591

500

5591

750

5591

750

LegendRock SampleMineral TenuresRough Unpaved Road(FSR & Access Roads)Paved RoadStreamsContoursLakes/RiversVegetation 1:5,000Scale

0 200100Meters

February 2013

JV ZONERock Samples

Figure 8.1




Ü

5. Statement of Expenditures

FIELD PERSONNEL # days rate /day TotalM. Mulberry, Geo Tech 15 days@$450/day $6,750.00E. Cook, Geo Tech, 12 days@$450/day $5,400.00R. Coggins, Field Tech 5 days@$350/day $1,750.00Subtotal $13,900.00

CONSULTANTS # days rate /dayJ. Walther, P.Geo., GeoMinEx Consulting 4 day@$700/day $2,800.00D. Deering, P.Eng, DRD Consulting 17 day@$650/day $11,050.00Report Preparations $1,100.00Subtotal $14,950.00

EQUIPMENT RENTAL & SUPPLIES(1) 4x4 Truck DRD 6 days@$100/day $600.00(1) 4x4 ATV DRD Quad 17 days@$100/day $1,700.00(1) 4x4 ATV NIC Quad 6 days@$100/day $600.00(1) 4x4 ATV RC Quads (includes fuel, mileage) 10 days@$100/day $1,000.00Field Supplies(flagging,sample bags,notepaper,felts, etc.) $413.97Subtotal $4,313.97

EXPENSES Motel R&B for Mulberry/Walther/ Deering $3,654.94Fuel, Gas & Oil (Trucks and ATV-Quads) $1,078.49Subtotal $4,733.43

CONTRACT SERVICESAcme Analytical Laboratory Ltd. (Inv # VANI 144162,148926, 148924,148684,148012 & 147963) $7,951.74Artomas Contractors Limited (Inv dated 21Sept2012) $200.00Zenith Mapping Consultants (partial Inv # 2012-0809-13) $315.00Subtotal $8,466.74

Total 2012 Statement of Expenditures $46,364.14


41

6. Statement of Qualifications - David R. Deering

I, DAVID R. DEERING of Suite 207 -610 Victoria Street, New Westminster, British

Columbia V3M oAs hereby certify that:

1. I graduated with a Dipl. Tech. (Mining Technology) from the British Columbia Institute of Technology (BCIT) in 1969.

2. I graduated with a B. Sc. (Mining Engineering) degree from the Colorado School of Mines in 1971.

3. I have been employed in my profession with various companies since 1971.

4. I am a registered member of the Association of Professional Engineers and Geoscientists of British Columbia and have been since 1981.

s. I am responsible for preparation of all sections of this report utilizing data summarized in the References section of this report.

6. I am the 100% ownership interest of the Index, Molybdenite Creek and Enterprise Property claim tenures.

7· I am responsible for this report and the opinions expressed herein.

8. There are no material facts or material changes in the subject matter of this report that would mislead the reader.

Signed in New Westminster, British Columbia, on the 2oth day of February, 2013.

David R. Deering, B. Sc., P.Eng.


17

7. References

Deering David, P.Eng., 2009, GEOCHEMICAL ASSESSMENT REPORT ON THE OMG PROJECT, BOULDER CREEK PROPERTY, LILLOOET MINING DIVISION incl.28 figures

Mitchell, Marvin A., and Nicholson George, E., 2008. Report on the Molybdenite Creek Property, Lillooet Mining Division prepared for Meadow Bay Capital Corp., dated June 2, 2008.

Mitchell, Marvin A., 2010. Technical Report on the Enterprise Property, Lillooet Mining Division prepared for Galliard Resources Corp., dated March 30, 2010.

Nicholson, George E., and Deering, David R., 2006. Geological, Geochemical and Geophysical Assessment Report on the Index Project – Molybdenite Creek Property, Lillooet Mining District., Assessment Report, Event # 4063464 prepared for the Mo Syndicate, April 2006.

SJV Consultants Ltd., “Interpretation Memorandum 3D Induced Polarization on the In-Dex Project”, dated October, 2007.

Thompson, R, PHD, and P.Eng., Augsten, B. B.Sc. P.Geo. (2008), 5 day geological evaluation of the OMG project (aka Zee Project), boulder creek property- zee 4p. + pictures.


43

Appendix 2.

Acme Analytical Laboratories (Vancouver) Ltd.

Certificate of Analysis:

# VAN12004060 # VANI2004061 # VANI2004498 # VANI2004561 # VANI2004610 # VANI2004611 # VANI2004612


47

1020 Cordova St. East Vancouver BC V6A 4A3 Canada

Client:

Submitted By:

Receiving Lab:

Received:

Report Date:

Page:

Suite 207 - 610 Victoria Street

New Westminster BC V3M 0A5 CANADA

David R. Deering

Canada-Vancouver

August 27, 2012

Method

Code

Code Description Report

Status

SAMPLE PREPARATION AND ANALYTICAL PROCEDURES

Test

Wgt (g)

Number of

Samples

Lab

Dry at 60C Dry at 60C46 VAN

SS80 Dry at 60C sieve 100g to -80 mesh46 VAN

1DX3 1:1:1 Aqua Regia digestion ICP-MS analysis Completed3046 VAN

ADDITIONAL COMMENTS

John WaltherCC:

Invoice To:

This report supersedes all previous preliminary and final reports with this file number dated prior to the date on this certificate. Signature indicates final approval; preliminary reports are unsigned and should be used for reference only.All results are considered the confidential property of the client. Acme assumes the liabilities for actual cost of analysis only. Results apply to samples as submitted.“*” asterisk indicates that an analytical result could not be provided due to unusually high levels of interference from other elements.

Acme does not accept responsibility for samples left at the laboratory after 90

days without prior written instructions for sample storage or return.

Immediate Disposal of Soil Reject

Return

DISP-RJT-SOIL

RTRN-PLP

46

ENTERPRISE-WML

Number of Samples:

P.O. Number

Shipment ID:

Project:

SAMPLE DISPOSAL

CERTIFICATE OF ANALYSIS VAN12004060.1

CLIENT JOB INFORMATION

DRD Consulting


New Westminster BC V3M 0A5

CANADA

1 of 3

September 20, 2012www.acmelab.com

DRD Consulting


2 of 3

ENTERPRISE-WML



Project:

Page:

Report Date:

Phone (604) 253-3158 Fax (604) 253-1716


1Part:

September 20, 2012

www.acmelab.com

Client: DRD Consulting


of 1

CERTIFICATE OF ANALYSIS VAN12004060.1 CERTIFICATE OF ANALYSIS VAN12004060.1

MDL

Unit

Analyte

Method 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30

Mo Cu Pb Zn Ag Ni Co Mn Fe As Au Th Sr Cd Sb Bi V Ca P La

ppm ppm ppm ppm ppm ppm ppm ppm % ppm ppb ppm ppm ppm ppm ppm ppm % % ppm

0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001 1

2750N 1050 E Soil 3.3 152.9 7.1 105 0.6 198.1 37.6 1595 4.88 432.3 25.1 3.0 22 0.3 1.5 0.5 103 0.35 0.045 12

2750N 1075 E Soil 7.8 92.2 9.1 99 0.3 114.3 24.9 892 4.55 231.1 9.7 1.7 25 0.1 1.5 0.4 87 0.20 0.093 11

2750N 1100 E Soil 6.0 100.2 7.6 90 0.3 118.6 26.2 953 4.21 243.1 15.4 1.4 26 0.2 1.2 0.5 80 0.26 0.090 11

2750N 1125 E Soil 3.2 116.8 6.2 77 0.4 173.7 33.0 1412 4.47 345.2 26.2 1.2 22 0.2 1.3 0.5 100 0.36 0.069 8

2750N 1150 E Soil 6.8 113.5 10.5 117 0.3 216.3 33.2 994 4.33 354.4 26.0 2.5 18 0.4 1.8 0.5 77 0.16 0.078 11

2750N 1175 E Soil 2.0 87.4 5.0 98 0.3 189.5 32.0 910 4.44 190.0 21.8 2.7 20 0.3 1.5 0.2 99 0.29 0.079 10

2750N 1200 E Soil 4.3 98.5 7.1 97 0.6 197.1 36.5 956 4.91 501.6 33.1 2.0 22 0.2 2.3 0.5 99 0.36 0.094 8

2750N 1225 E Soil 1.8 140.1 6.6 63 0.4 1023 93.3 1213 3.55 399.9 25.9 0.8 29 0.3 1.4 0.6 49 0.53 0.048 6

2750N 1250 E Soil 3.9 102.2 10.0 111 0.7 343.9 39.7 732 5.21 504.7 53.1 1.9 28 0.2 2.8 0.6 94 0.42 0.106 10

2750N 1275 E Soil 3.5 103.3 9.1 90 0.5 173.3 30.8 670 5.08 407.0 31.5 1.4 23 0.1 1.6 0.6 103 0.46 0.104 9

2750N 1300 E Soil 1.6 141.7 4.3 99 0.4 135.2 41.6 876 5.80 299.1 17.3 0.6 16 0.2 0.7 0.7 123 0.62 0.117 5

2750N 1325 E Soil 2.1 113.6 6.8 81 0.6 248.2 41.3 1012 5.07 335.7 28.2 1.2 28 0.3 1.5 0.5 106 0.49 0.086 8

2800N 1100 E Soil 3.1 138.9 6.5 99 0.5 132.4 31.9 1253 3.71 289.4 27.7 1.0 15 0.3 1.5 0.4 71 0.20 0.056 8

2800N 1175 E Soil 2.8 144.8 6.0 139 0.4 156.4 37.1 1108 5.58 176.6 11.7 2.5 93 0.3 0.8 0.2 77 1.48 0.561 39

2800N 1225 E Soil 1.9 90.8 2.5 6 0.1 3049 155.9 2466 6.04 15.6 116.5 <0.1 150 0.4 0.4 0.2 11 4.46 0.004 2

2800N 1250 E Soil 5.5 233.0 3.9 51 0.2 2868 340.9 2126 6.45 84.6 10.6 1.0 5 0.3 0.9 0.4 52 0.12 0.036 6

2800N 1275 E Soil 5.0 70.4 9.9 89 0.2 167.4 27.5 1135 4.65 282.8 15.1 0.8 36 0.1 1.1 0.5 91 0.45 0.092 11

2800N 1300 E Soil 4.0 100.2 6.6 89 0.7 419.3 42.1 954 5.01 471.8 31.6 1.5 23 0.1 1.9 0.5 96 0.40 0.101 10

2850N 1125 E Soil 1.5 242.9 3.4 74 0.4 291.1 42.6 1553 4.98 180.0 14.7 0.9 15 0.1 1.0 0.2 115 0.32 0.056 7

2850N 1150 E Soil 2.0 77.9 0.7 66 <0.1 362.4 73.1 1027 5.03 48.3 1.3 0.4 2 <0.1 0.2 <0.1 93 0.04 0.019 2

2850N 1175 E Soil 2.7 99.9 5.7 91 0.4 336.3 38.2 1089 4.59 245.4 26.6 0.7 28 0.3 1.1 0.4 74 0.36 0.167 15

2850N 1200 E Soil 0.3 90.5 1.3 22 <0.1 733.5 58.7 611 1.71 101.0 6.9 0.1 25 <0.1 0.6 0.2 29 0.64 0.048 3

2850N 1225 E Soil 2.3 138.7 3.3 96 0.2 328.4 62.5 1014 5.64 88.8 8.8 0.9 14 <0.1 0.6 0.1 131 0.40 0.053 4

2850N 1250 E Soil 2.0 126.6 2.6 90 0.2 268.4 45.1 1139 4.92 104.6 8.5 1.2 13 0.3 0.5 0.2 140 0.46 0.046 5

2850N 1275 E Soil 3.1 82.8 9.7 93 0.3 183.2 29.4 1029 4.54 292.3 14.9 0.7 29 0.3 1.5 0.4 84 0.40 0.109 11

2850N 1300 E Soil 8.8 85.2 4.1 104 0.4 254.5 31.7 711 6.72 177.6 13.1 2.1 32 <0.1 0.5 0.2 113 0.76 0.143 11

2900N 1125 E Soil 1.5 125.6 8.4 100 0.8 259.0 39.1 1901 3.96 359.0 62.7 3.3 14 0.3 3.3 0.3 63 0.20 0.055 13

2900N 1150 E Soil 3.0 138.8 7.4 97 0.4 351.7 46.1 1358 4.64 315.3 41.9 2.9 23 0.3 2.2 0.3 82 0.30 0.111 12

2900N 1175 E Soil 3.3 158.7 6.7 105 0.8 244.4 37.0 1401 5.09 489.3 47.9 1.3 24 0.1 2.1 0.5 93 0.32 0.158 15

2900N 1200 E Soil 2.4 204.8 5.3 102 1.1 221.6 45.5 2989 7.01 244.7 31.4 1.3 21 0.4 4.9 0.3 126 0.36 0.088 15

This report supersedes all previous preliminary and final reports with this file number dated prior to the date on this certificate. Signature indicates final approval; preliminary reports are unsigned and should be used for reference only. This report supersedes all previous preliminary and final reports with this file number dated prior to the date on this certificate. Signature indicates final approval; preliminary reports are unsigned and should be used for reference only.

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MDL

Unit

Analyte

Method 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30

Cr Mg Ba Ti B Al Na K W Hg Sc Tl S Ga Se Te

ppm % ppm % ppm % % % ppm ppm ppm ppm % ppm ppm ppm

1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

2750N 1050 E Soil 253 1.89 107 0.081 2 2.15 0.009 0.33 0.3 0.01 11.9 0.3 <0.05 8 0.7 <0.2

2750N 1075 E Soil 178 1.47 135 0.066 2 2.19 0.010 0.27 0.3 0.02 6.5 0.2 0.11 7 1.2 <0.2

2750N 1100 E Soil 176 1.42 99 0.053 1 1.84 0.010 0.27 0.3 0.04 6.3 0.2 0.10 7 0.9 <0.2

2750N 1125 E Soil 319 1.95 101 0.061 2 2.24 0.011 0.25 0.5 0.02 9.7 0.3 <0.05 7 <0.5 0.3

2750N 1150 E Soil 252 1.64 77 0.067 1 2.25 0.007 0.22 0.6 0.02 6.2 0.3 0.06 7 0.6 0.2

2750N 1175 E Soil 209 2.42 99 0.096 <1 2.51 0.007 0.33 0.4 0.01 11.4 0.3 <0.05 7 0.6 <0.2

2750N 1200 E Soil 315 2.08 86 0.075 1 2.10 0.014 0.27 0.8 0.01 10.7 0.3 <0.05 7 0.7 0.3

2750N 1225 E Soil 981 3.17 59 0.025 3 1.33 0.006 0.08 3.7 0.03 8.5 0.1 <0.05 3 <0.5 <0.2

2750N 1250 E Soil 325 2.08 99 0.077 1 2.35 0.014 0.24 0.6 0.01 9.4 0.2 <0.05 8 <0.5 0.3

2750N 1275 E Soil 281 1.92 114 0.086 1 2.61 0.013 0.19 0.4 0.02 9.7 0.2 <0.05 8 <0.5 <0.2

2750N 1300 E Soil 210 2.10 155 0.173 1 2.68 0.020 0.76 0.4 0.01 9.5 0.5 <0.05 9 0.7 <0.2

2750N 1325 E Soil 345 2.23 141 0.103 <1 2.44 0.016 0.27 0.4 0.01 11.6 0.2 <0.05 7 <0.5 <0.2

2800N 1100 E Soil 149 1.22 106 0.069 <1 1.99 0.007 0.25 0.2 0.03 5.6 0.2 <0.05 6 0.5 <0.2

2800N 1175 E Soil 240 2.44 168 0.098 1 2.28 0.016 0.21 0.2 0.04 7.8 0.3 <0.05 11 0.7 <0.2

2800N 1225 E Soil 464 4.83 2 <0.001 1 0.14 <0.001 <0.01 0.5 <0.01 4.3 <0.1 <0.05 <1 0.7 0.2

2800N 1250 E Soil 923 2.60 41 0.024 2 1.40 0.002 0.04 0.3 0.02 9.6 0.2 <0.05 4 1.5 <0.2

2800N 1275 E Soil 236 1.48 106 0.061 <1 2.43 0.010 0.11 0.5 0.03 5.9 0.2 <0.05 8 0.6 0.2

2800N 1300 E Soil 392 2.19 73 0.071 2 2.31 0.010 0.18 0.6 0.02 9.9 0.2 <0.05 7 0.6 <0.2

2850N 1125 E Soil 237 2.15 152 0.117 1 2.62 0.010 0.47 0.4 0.03 6.5 0.5 <0.05 7 0.7 <0.2

2850N 1150 E Soil 1062 4.94 9 0.015 <1 3.62 0.001 0.06 <0.1 <0.01 5.8 0.1 <0.05 6 1.8 <0.2

2850N 1175 E Soil 379 2.02 92 0.047 2 2.18 0.010 0.13 0.2 0.04 5.2 0.2 <0.05 8 1.0 <0.2

2850N 1200 E Soil 596 1.90 10 0.006 <1 0.83 0.003 0.05 <0.1 0.01 4.0 0.1 <0.05 3 0.7 <0.2

2850N 1225 E Soil 861 3.27 92 0.079 <1 3.28 0.009 0.46 0.2 <0.01 8.3 0.3 <0.05 8 <0.5 <0.2

2850N 1250 E Soil 477 3.25 88 0.112 <1 2.98 0.011 0.39 0.2 0.01 9.6 0.4 <0.05 8 <0.5 <0.2

2850N 1275 E Soil 253 1.59 80 0.053 1 2.49 0.011 0.08 0.3 0.05 5.8 0.1 0.06 8 <0.5 <0.2

2850N 1300 E Soil 185 3.25 115 0.272 1 4.41 0.009 0.84 <0.1 0.02 11.3 0.6 <0.05 15 <0.5 <0.2

2900N 1125 E Soil 239 1.44 59 0.042 1 1.58 0.007 0.13 0.6 0.04 7.4 0.2 <0.05 5 <0.5 <0.2

2900N 1150 E Soil 402 2.19 88 0.063 <1 2.16 0.009 0.29 1.0 <0.01 9.5 0.3 <0.05 7 <0.5 <0.2

2900N 1175 E Soil 380 2.13 81 0.055 <1 2.66 0.010 0.19 0.7 0.02 7.9 0.2 <0.05 8 0.6 <0.2

2900N 1200 E Soil 328 2.20 116 0.068 2 2.51 0.008 0.24 0.6 0.04 23.4 0.2 <0.05 8 <0.5 <0.2

This report supersedes all previous preliminary and final reports with this file number dated prior to the date on this certificate. Signature indicates final approval; preliminary reports are unsigned and should be used for reference only.

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0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001 1

2900N 1225 E Soil 2.7 137.3 5.9 87 0.6 177.3 36.1 1474 4.51 302.2 25.1 1.0 26 0.2 1.8 0.3 90 0.44 0.138 13

2900N 1250 E Soil 1.4 122.2 5.0 71 0.5 495.2 43.4 1195 4.27 221.6 27.8 1.1 21 0.1 1.8 0.2 83 0.56 0.089 8

2900N 1275 E Soil 2.9 113.9 6.8 77 0.5 256.8 30.9 1023 4.31 347.6 16.4 0.8 26 0.1 1.4 0.3 84 0.47 0.099 10

2900N 1300 E Soil 3.8 131.3 8.8 85 0.3 218.1 27.6 511 4.96 392.4 17.8 1.1 19 0.2 1.6 0.7 95 0.28 0.130 16

2950N 1150 E Soil 0.4 179.7 4.1 190 0.1 151.3 50.9 1443 6.69 16.7 6.2 2.4 324 0.2 <0.1 0.2 32 4.58 1.337 63

2950N 1175 E Soil 1.4 144.3 4.7 111 0.3 121.8 33.9 1382 5.22 170.7 15.9 2.4 74 0.2 1.4 0.2 82 1.05 0.444 34

2950N 1200 E Soil 2.1 151.4 5.6 102 1.5 156.0 35.6 2093 5.55 341.6 44.2 1.7 31 0.2 2.2 0.4 111 0.58 0.176 16

2950N 1225 E Soil 1.9 254.4 6.8 111 1.5 187.9 41.9 2415 5.42 433.4 42.3 1.2 27 0.3 2.6 0.4 101 0.41 0.170 16

2950N 1250 E Soil 2.1 140.2 5.3 111 0.3 158.8 34.7 1838 4.93 281.8 22.3 1.1 19 0.2 1.6 0.4 105 0.31 0.138 12

2950N 1275 E Soil 2.7 107.0 6.1 86 0.4 189.7 24.6 928 4.08 300.5 17.3 0.7 22 0.1 1.6 0.4 90 0.29 0.102 10

2950N 1300 E Soil 2.9 101.5 5.8 118 0.4 177.3 30.8 1005 4.83 238.1 15.8 1.1 24 0.3 1.3 0.4 96 0.39 0.128 9

3000N 1200 E Soil 1.6 339.3 7.6 116 2.5 194.0 68.6 6275 8.19 610.2 222.2 1.7 13 0.4 6.5 0.3 160 0.28 0.075 10

3000N 1225 E Soil 2.5 128.7 6.7 92 1.1 188.0 32.0 1562 4.66 274.5 52.4 1.9 19 0.2 4.1 0.3 85 0.25 0.117 13

3000N 1250 E Soil 2.8 105.5 6.4 103 0.5 250.2 41.9 1451 5.21 301.6 25.0 1.5 20 0.3 2.1 0.3 98 0.29 0.154 12

3000N 1275 E Soil 2.2 90.9 4.8 130 0.3 207.8 42.4 1226 6.21 203.9 12.5 1.5 18 0.2 1.4 0.3 105 0.37 0.169 9

3000N 1300 E Soil 2.5 114.4 5.9 96 0.3 337.5 48.3 1183 5.33 258.9 41.7 1.9 16 0.2 3.6 0.3 93 0.27 0.122 8


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MDL

Unit

Analyte




1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

2900N 1225 E Soil 307 1.84 101 0.058 <1 2.18 0.012 0.17 0.5 0.02 8.1 0.2 0.06 7 <0.5 <0.2

2900N 1250 E Soil 475 1.99 67 0.061 <1 1.99 0.007 0.17 0.2 0.03 8.1 0.2 <0.05 6 0.6 <0.2

2900N 1275 E Soil 373 1.77 75 0.055 <1 2.26 0.010 0.10 0.4 0.04 6.5 0.1 <0.05 7 <0.5 <0.2

2900N 1300 E Soil 310 1.88 51 0.068 1 2.96 0.009 0.09 0.7 0.03 7.6 0.2 <0.05 9 0.5 <0.2

2950N 1150 E Soil 40 3.83 425 0.057 <1 2.02 0.055 0.72 <0.1 0.02 2.7 0.3 <0.05 16 <0.5 <0.2

2950N 1175 E Soil 242 2.18 133 0.067 <1 2.23 0.020 0.21 0.2 0.01 6.6 0.3 <0.05 10 0.5 <0.2

2950N 1200 E Soil 259 2.00 122 0.073 1 2.30 0.011 0.28 17.9 0.02 10.8 0.3 <0.05 8 0.6 <0.2

2950N 1225 E Soil 269 1.85 103 0.058 2 2.48 0.012 0.18 0.6 0.04 11.3 0.2 0.07 8 <0.5 <0.2

2950N 1250 E Soil 267 1.94 92 0.070 2 2.43 0.009 0.22 0.4 0.01 8.5 0.3 <0.05 8 <0.5 <0.2

2950N 1275 E Soil 243 1.71 70 0.068 <1 2.46 0.008 0.16 0.5 0.02 6.8 0.2 <0.05 7 <0.5 <0.2

2950N 1300 E Soil 274 2.03 81 0.101 2 2.62 0.010 0.30 0.2 0.04 7.2 0.3 0.05 8 <0.5 <0.2

3000N 1200 E Soil 206 2.53 99 0.053 2 3.11 0.008 0.19 0.2 0.03 35.6 0.2 <0.05 11 <0.5 0.2

3000N 1225 E Soil 290 1.94 69 0.066 2 2.32 0.008 0.14 0.3 0.02 9.8 0.2 <0.05 7 <0.5 <0.2

3000N 1250 E Soil 408 2.51 77 0.077 2 2.63 0.008 0.19 0.8 0.02 9.7 0.2 <0.05 8 <0.5 <0.2

3000N 1275 E Soil 235 2.19 120 0.186 1 3.19 0.007 0.60 0.2 0.02 8.7 0.4 <0.05 10 <0.5 <0.2

3000N 1300 E Soil 375 2.43 71 0.137 2 3.05 0.006 0.33 0.2 0.02 12.5 0.3 <0.05 8 <0.5 <0.2


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QUALITY CONTROL REPORT VAN12004060.1 QUALITY CONTROL REPORT VAN12004060.11DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30



0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001 1

Pulp Duplicates

2750N 1050 E Soil 3.3 152.9 7.1 105 0.6 198.1 37.6 1595 4.88 432.3 25.1 3.0 22 0.3 1.5 0.5 103 0.35 0.045 12

REP 2750N 1050 E QC 2.4 166.6 7.2 109 0.5 206.6 38.4 1680 4.81 465.0 29.0 2.8 21 0.6 1.4 0.4 105 0.37 0.049 12

2850N 1125 E Soil 1.5 242.9 3.4 74 0.4 291.1 42.6 1553 4.98 180.0 14.7 0.9 15 0.1 1.0 0.2 115 0.32 0.056 7

REP 2850N 1125 E QC 1.7 254.3 3.3 78 0.4 306.0 42.2 1553 4.82 186.0 19.6 0.9 16 0.2 0.9 0.2 118 0.32 0.059 6

2950N 1250 E Soil 2.1 140.2 5.3 111 0.3 158.8 34.7 1838 4.93 281.8 22.3 1.1 19 0.2 1.6 0.4 105 0.31 0.138 12

REP 2950N 1250 E QC 2.6 141.8 5.7 111 0.3 158.5 33.8 1795 4.66 295.2 22.4 0.9 20 0.3 2.6 0.5 106 0.32 0.139 13

3000N 1300 E Soil 2.5 114.4 5.9 96 0.3 337.5 48.3 1183 5.33 258.9 41.7 1.9 16 0.2 3.6 0.3 93 0.27 0.122 8

REP 3000N 1300 E QC 3.0 120.0 6.2 96 0.3 335.9 49.7 1273 5.69 271.5 58.5 1.9 17 0.3 3.7 0.3 97 0.29 0.125 9

Reference Materials

STD DS9 Standard 12.0 111.8 121.0 305 1.8 41.3 7.7 566 2.31 25.1 111.4 6.4 68 2.1 4.9 5.0 43 0.68 0.082 12

STD DS9 Standard 10.4 103.2 111.4 290 1.6 36.7 7.2 499 2.20 23.7 101.4 5.5 65 2.4 5.1 4.8 39 0.65 0.076 11

STD DS9 Expected 12.84 108 126 317 1.83 40.3 7.6 575 2.33 25.5 118 6.38 69.6 2.4 4.94 6.32 40 0.7201 0.0819 13.3

BLK Blank <0.1 <0.1 <0.1 <1 <0.1 <0.1 <0.1 <1 0.01 0.6 <0.5 <0.1 <1 <0.1 <0.1 <0.1 <2 <0.01 <0.001 <1

BLK Blank <0.1 0.1 <0.1 <1 <0.1 <0.1 <0.1 <1 <0.01 <0.5 <0.5 <0.1 <1 <0.1 <0.1 <0.1 <2 <0.01 <0.001 <1

MDL

Unit

Analyte

Method


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QUALITY CONTROL REPORT VAN12004060.11DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30



1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

Pulp Duplicates

2750N 1050 E Soil 253 1.89 107 0.081 2 2.15 0.009 0.33 0.3 0.01 11.9 0.3 <0.05 8 0.7 <0.2

REP 2750N 1050 E QC 260 2.03 109 0.088 3 2.25 0.013 0.32 0.4 0.04 12.1 0.4 <0.05 8 1.2 <0.2

2850N 1125 E Soil 237 2.15 152 0.117 1 2.62 0.010 0.47 0.4 0.03 6.5 0.5 <0.05 7 0.7 <0.2

REP 2850N 1125 E QC 238 2.16 158 0.127 1 2.63 0.010 0.49 0.5 0.04 6.7 0.5 <0.05 7 1.2 <0.2

2950N 1250 E Soil 267 1.94 92 0.070 2 2.43 0.009 0.22 0.4 0.01 8.5 0.3 <0.05 8 <0.5 <0.2

REP 2950N 1250 E QC 263 1.99 99 0.080 1 2.50 0.010 0.21 0.5 0.02 8.8 0.2 <0.05 8 <0.5 <0.2

3000N 1300 E Soil 375 2.43 71 0.137 2 3.05 0.006 0.33 0.2 0.02 12.5 0.3 <0.05 8 <0.5 <0.2

REP 3000N 1300 E QC 390 2.62 75 0.141 1 3.19 0.007 0.33 0.3 0.02 12.8 0.3 <0.05 9 <0.5 <0.2

Reference Materials

STD DS9 Standard 125 0.60 263 0.105 2 0.89 0.076 0.39 2.6 0.19 2.9 5.3 0.18 4 4.2 5.3

STD DS9 Standard 108 0.58 276 0.097 3 0.86 0.073 0.40 2.6 0.17 2.4 4.8 0.17 4 4.8 5.2

STD DS9 Expected 121 0.6165 295 0.1108 0.9577 0.0853 0.395 2.89 0.2 2.5 5.3 0.1615 4.59 5.2 5.02

BLK Blank <1 <0.01 <1 <0.001 <1 <0.01 <0.001 <0.01 <0.1 <0.01 <0.1 <0.1 <0.05 <1 <0.5 <0.2

BLK Blank <1 <0.01 <1 <0.001 <1 <0.01 <0.001 <0.01 <0.1 <0.01 <0.1 <0.1 <0.05 <1 <0.5 <0.2

MDL

Unit

Analyte

Method



Client:

Submitted By:

Receiving Lab:

Received:

Report Date:

Page:



David R. Deering

Canada-Vancouver

August 27, 2012

Method

Code


Status


Test

Wgt (g)

Number of

Samples

Lab

R200-250 Crush, split and pulverize 250 g rock to 200 mesh2 VAN


ADDITIONAL COMMENTS

John WaltherCC:

Invoice To:




Dispose of Reject After 90 days

Return

DISP-RJT

RTRN-PLP

2

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SAMPLE DISPOSAL



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CANADA

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MDL

Unit

Analyte

Method WGHT 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30

Wgt Mo Cu Pb Zn Ag Ni Co Mn Fe As Au Th Sr Cd Sb Bi V Ca P

kg ppm ppm ppm ppm ppm ppm ppm ppm % ppm ppb ppm ppm ppm ppm ppm ppm % %

0.01 0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001

G1 Prep Blank <0.01 <0.1 2.2 87.5 47 0.8 4.1 4.2 581 1.92 1.5 1.0 5.2 54 <0.1 0.5 <0.1 36 0.50 0.077

2800N 1125 E Rock 0.48 0.2 108.7 28.5 54 0.4 49.6 13.6 503 3.73 7.5 1.8 0.5 6 <0.1 0.3 0.2 113 0.24 0.071

2800N 1150 E Rock 0.24 1.3 31.3 10.5 47 0.2 150.0 25.7 562 2.98 80.9 5.5 0.7 8 0.1 0.5 0.1 62 0.21 0.031


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Unit

Analyte

Method 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30

La Cr Mg Ba Ti B Al Na K W Hg Sc Tl S Ga Se Te

ppm ppm % ppm % ppm % % % ppm ppm ppm ppm % ppm ppm ppm

1 1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

G1 Prep Blank 9 7 0.57 216 0.123 <1 0.96 0.074 0.47 <0.1 <0.01 2.1 0.3 <0.05 5 <0.5 <0.2

2800N 1125 E Rock 2 119 1.92 146 0.129 <1 2.18 0.046 0.60 <0.1 0.02 7.3 0.3 0.15 7 <0.5 <0.2

2800N 1150 E Rock 3 430 2.35 50 0.026 <1 2.25 0.026 0.09 0.1 <0.01 4.0 <0.1 <0.05 4 <0.5 <0.2


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QUALITY CONTROL REPORT VAN12004061.1 QUALITY CONTROL REPORT VAN12004061.1WGHT 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30



0.01 0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001

Pulp Duplicates

2800N 1150 E Rock 0.24 1.3 31.3 10.5 47 0.2 150.0 25.7 562 2.98 80.9 5.5 0.7 8 0.1 0.5 0.1 62 0.21 0.031

REP 2800N 1150 E QC 1.1 29.4 10.1 44 0.2 140.5 23.6 549 2.80 78.0 4.5 0.6 8 <0.1 0.5 0.1 57 0.19 0.031

Core Reject Duplicates

2800N 1125 E Rock 0.48 0.2 108.7 28.5 54 0.4 49.6 13.6 503 3.73 7.5 1.8 0.5 6 <0.1 0.3 0.2 113 0.24 0.071

DUP 2800N 1125 E QC <0.01 0.2 110.2 17.6 52 0.3 46.1 12.8 486 3.60 7.2 2.3 0.5 6 <0.1 0.2 0.1 109 0.21 0.068

Reference Materials

STD DS9 Standard 13.2 108.2 135.1 310 2.5 41.3 7.9 608 2.39 26.6 114.9 7.0 77 2.4 5.5 5.9 42 0.77 0.072

STD DS9 Standard 12.1 110.3 117.3 306 1.8 39.5 7.6 579 2.34 25.9 115.9 5.9 57 2.4 5.3 5.9 40 0.69 0.083

STD DS9 Expected 12.84 108 126 317 1.83 40.3 7.6 575 2.33 25.5 118 6.38 69.6 2.4 4.94 6.32 40 0.7201 0.0819

BLK Blank <0.1 0.5 <0.1 <1 <0.1 <0.1 <0.1 <1 <0.01 <0.5 <0.5 <0.1 <1 <0.1 <0.1 <0.1 <2 <0.01 <0.001

Prep Wash

G1 Prep Blank <0.01 <0.1 2.2 87.5 47 0.8 4.1 4.2 581 1.92 1.5 1.0 5.2 54 <0.1 0.5 <0.1 36 0.50 0.077

MDL

Unit

Analyte

Method


ENTERPRISE-WML




Project:

Report Date:

www.acmelab.com

Phone (604) 253-3158 Fax (604) 253-1716




QUALITY CONTROL REPORT VAN12004061.11DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30 1DX30



1 1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

Pulp Duplicates

2800N 1150 E Rock 3 430 2.35 50 0.026 <1 2.25 0.026 0.09 0.1 <0.01 4.0 <0.1 <0.05 4 <0.5 <0.2

REP 2800N 1150 E QC 3 389 2.20 48 0.024 1 2.10 0.023 0.09 0.1 <0.01 3.5 <0.1 <0.05 4 <0.5 <0.2

Core Reject Duplicates

2800N 1125 E Rock 2 119 1.92 146 0.129 <1 2.18 0.046 0.60 <0.1 0.02 7.3 0.3 0.15 7 <0.5 <0.2

DUP 2800N 1125 E QC 1 107 1.84 136 0.119 <1 2.12 0.042 0.58 0.1 0.02 7.0 0.2 0.15 7 <0.5 <0.2

Reference Materials

STD DS9 Standard 14 118 0.65 310 0.126 2 1.01 0.089 0.41 2.9 0.21 2.5 5.3 0.17 5 5.3 5.0

STD DS9 Standard 11 120 0.61 302 0.096 2 0.91 0.075 0.39 3.2 0.24 2.2 5.5 0.18 5 4.9 5.2

STD DS9 Expected 13.3 121 0.6165 295 0.1108 0.9577 0.0853 0.395 2.89 0.2 2.5 5.3 0.1615 4.59 5.2 5.02

BLK Blank <1 <1 <0.01 <1 <0.001 <1 <0.01 <0.001 <0.01 <0.1 <0.01 <0.1 <0.1 <0.05 <1 <0.5 <0.2

Prep Wash

G1 Prep Blank 9 7 0.57 216 0.123 <1 0.96 0.074 0.47 <0.1 <0.01 2.1 0.3 <0.05 5 <0.5 <0.2

MDL

Unit

Analyte

Method



Client:

Submitted By:

Receiving Lab:

Received:

Report Date:

Page:



David R. Deering

Canada-Vancouver

September 20, 2012

Method

Code


Status


Test

Wgt (g)

Number of

Samples

Lab



ADDITIONAL COMMENTS

John WaltherCC:

Invoice To:




Return

Return

RTRN-RJT

RTRN-PLP

17

ENTERPRISE

Number of Samples:

P.O. Number

Shipment ID:

Project:

SAMPLE DISPOSAL



DRD Consulting



CANADA

1 of 2


DRD Consulting


2 of 2

ENTERPRISE



Project:

Page:

Report Date:

Phone (604) 253-3158 Fax (604) 253-1716


1Part:

October 25, 2012

www.acmelab.com



of 1


MDL

Unit

Analyte




0.01 0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001

G1 Prep Blank <0.01 <0.1 7.2 2.4 44 <0.1 2.4 3.7 571 1.84 <0.5 1.9 5.0 53 <0.1 <0.1 <0.1 34 0.45 0.071

G1 Prep Blank <0.01 <0.1 1.9 2.6 47 <0.1 2.8 4.0 586 1.92 <0.5 2.1 4.8 69 <0.1 <0.1 <0.1 34 0.52 0.074

12JW001 Rock 1.16 0.3 309.9 1.6 24 0.4 43.1 27.3 651 3.70 119.4 9.5 0.4 101 0.3 0.2 0.6 43 5.34 0.146

12JW002 Rock 1.04 10.0 146.7 1.2 37 0.3 54.8 16.1 284 3.58 0.6 28.8 1.6 13 0.2 <0.1 1.4 54 0.93 0.152

12JW006 Rock 1.11 0.5 51.5 0.2 4 <0.1 41.7 3.6 463 0.56 68.4 1.9 <0.1 1 <0.1 0.2 <0.1 9 0.03 0.002

12JW007 Rock 0.71 0.5 20.2 2.4 21 0.1 12.8 3.9 307 0.92 45.3 4.6 0.6 <1 <0.1 0.1 <0.1 11 0.02 0.003

12JW008 Rock 0.85 0.4 44.3 5.3 20 0.3 9.2 2.0 73 1.42 237.3 14.5 3.0 2 <0.1 0.8 0.1 17 0.01 0.008

12JW009 Rock 2.32 0.5 414.6 1.4 25 0.6 55.6 9.3 647 5.37 9.9 14.6 1.0 2 <0.1 0.3 1.7 60 0.07 0.022

12JW010 Rock 2.08 0.4 44.1 0.6 12 <0.1 25.0 4.3 1302 1.62 3.7 3.8 0.1 1 <0.1 <0.1 0.1 14 0.02 0.008

12JW011 Rock 1.18 5.0 27.2 4.2 22 0.1 4.8 2.7 47 0.88 7.4 2.5 2.2 3 0.4 <0.1 0.3 10 0.02 0.016

12JW012 Rock 1.51 0.2 6.6 4.7 75 0.1 2.7 4.5 385 2.65 299.8 3.9 1.5 22 0.2 1.0 0.3 17 0.43 0.076

12JW013 Rock 0.86 0.1 10.6 6.4 74 0.3 2.2 3.5 282 2.19 538.1 6.8 1.6 12 0.7 0.8 0.6 13 0.27 0.072

12JW014 Rock 1.53 0.3 11.3 149.0 73 12.4 0.9 1.1 101 0.84 3962 89.8 0.2 15 3.1 14.4 20.3 3 0.15 0.017

12JW015 Rock 1.48 0.9 3.3 190.6 87 10.9 1.5 1.9 56 1.55 >10000 111.4 0.3 14 3.6 47.4 25.1 <2 0.10 0.022

12JW016 Rock 1.85 0.2 8.0 64.4 21 5.2 0.9 0.6 102 0.48 2137 40.5 <0.1 9 0.9 7.0 10.6 <2 0.11 0.009

12JW017 Rock 1.39 1.0 7.7 18.6 65 0.8 4.8 6.1 209 2.17 >10000 54.6 1.2 15 0.8 5.8 2.6 22 0.21 0.051

12JW018 Rock 1.50 0.4 2.6 549.3 53 37.8 1.0 1.0 116 0.52 1490 23.1 <0.1 5 2.4 16.9 85.5 3 0.04 0.007

12JW019 Rock 0.57 1.3 15.7 472.3 99 24.4 1.4 1.4 76 1.31 >10000 174.9 0.1 17 4.5 114.5 60.8 2 0.12 0.015

DRD-1 Rock 3.45 0.1 2.3 377.3 198 14.9 1.2 0.8 202 0.99 986.3 28.6 0.3 <1 6.0 1.7 27.3 9 0.01 0.008


2 of 2

ENTERPRISE



Project:

Page:

Report Date:

Phone (604) 253-3158 Fax (604) 253-1716


2Part:

October 25, 2012

www.acmelab.com



of 1


MDL

Unit

Analyte




1 1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

G1 Prep Blank 12 4 0.48 131 0.109 <1 0.83 0.075 0.43 <0.1 0.03 2.2 0.3 <0.05 5 <0.5 <0.2

G1 Prep Blank 11 5 0.54 158 0.116 <1 0.97 0.087 0.45 <0.1 <0.01 2.3 0.3 <0.05 5 <0.5 <0.2

12JW001 Rock 2 13 0.37 14 0.190 <1 0.45 0.068 0.03 0.7 0.01 3.7 <0.1 0.72 3 1.6 <0.2

12JW002 Rock 7 62 0.65 85 0.130 <1 0.89 0.107 0.20 0.3 <0.01 5.7 <0.1 0.95 4 0.9 <0.2

12JW006 Rock <1 7 0.14 17 0.005 <1 0.12 0.002 0.02 0.4 0.02 0.3 <0.1 <0.05 <1 <0.5 <0.2

12JW007 Rock 2 10 0.34 4 0.002 <1 0.37 0.009 0.02 <0.1 <0.01 1.3 <0.1 <0.05 2 <0.5 <0.2

12JW008 Rock 12 12 0.07 16 0.002 <1 0.19 0.026 0.06 <0.1 0.01 1.9 <0.1 <0.05 4 <0.5 <0.2

12JW009 Rock 13 15 1.36 113 0.067 <1 1.68 0.002 0.49 <0.1 <0.01 1.9 0.3 0.31 4 3.2 <0.2

12JW010 Rock 3 6 0.34 21 0.006 <1 0.37 <0.001 0.02 <0.1 0.01 0.8 <0.1 <0.05 <1 <0.5 <0.2

12JW011 Rock 6 4 0.04 24 0.029 <1 0.20 0.002 0.14 <0.1 <0.01 0.4 0.1 <0.05 <1 0.7 <0.2

12JW012 Rock 9 5 0.58 140 0.024 3 1.28 0.039 0.30 1.0 <0.01 3.1 0.1 <0.05 5 <0.5 <0.2

12JW013 Rock 9 4 0.52 49 0.002 2 1.21 0.038 0.23 6.4 <0.01 1.9 <0.1 <0.05 5 <0.5 0.3

12JW014 Rock 2 2 0.03 218 <0.001 1 0.13 0.006 0.07 >100 <0.01 <0.1 <0.1 0.08 <1 1.3 5.8

12JW015 Rock 1 2 0.04 165 <0.001 3 0.20 0.001 0.12 4.7 <0.01 0.4 <0.1 0.61 <1 4.9 10.4

12JW016 Rock <1 7 0.01 37 <0.001 1 0.07 0.002 0.04 >100 <0.01 <0.1 <0.1 0.07 <1 0.5 2.2

12JW017 Rock 4 10 0.40 113 0.013 2 0.58 0.016 0.41 53.5 <0.01 2.5 0.2 0.88 4 2.6 1.9

12JW018 Rock <1 3 0.02 106 <0.001 <1 0.08 0.001 0.04 3.8 0.02 0.2 <0.1 <0.05 <1 1.7 6.4

12JW019 Rock <1 3 0.04 161 <0.001 3 0.16 <0.001 0.09 55.1 <0.01 0.3 <0.1 0.43 <1 3.9 9.8

DRD-1 Rock 2 3 0.03 16 <0.001 2 0.18 0.001 0.07 24.6 0.02 0.3 <0.1 <0.05 <1 <0.5 4.3


ENTERPRISE




Project:

Report Date:

www.acmelab.com

Phone (604) 253-3158 Fax (604) 253-1716







0.01 0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001

Pulp Duplicates

12JW002 Rock 1.04 10.0 146.7 1.2 37 0.3 54.8 16.1 284 3.58 0.6 28.8 1.6 13 0.2 <0.1 1.4 54 0.93 0.152

REP 12JW002 QC 9.5 143.7 1.2 37 0.3 52.2 15.3 280 3.55 0.6 35.2 1.6 14 0.2 0.1 1.4 53 0.95 0.153

DRD-1 Rock 3.45 0.1 2.3 377.3 198 14.9 1.2 0.8 202 0.99 986.3 28.6 0.3 <1 6.0 1.7 27.3 9 0.01 0.008

REP DRD-1 QC 0.1 2.1 365.4 182 14.5 0.9 0.7 204 0.98 958.8 27.1 0.2 <1 5.8 1.6 26.1 9 0.01 0.008

Reference Materials

STD DS9 Standard 12.7 105.9 115.2 305 1.7 40.7 7.9 588 2.33 24.1 108.6 6.1 63 2.1 4.5 5.7 38 0.74 0.077

STD DS9 Expected 12.84 108 126 317 1.83 40.3 7.6 575 2.33 25.5 118 6.38 69.6 2.4 4.94 6.32 40 0.7201 0.0819

BLK Blank <0.1 0.2 <0.1 <1 <0.1 <0.1 <0.1 <1 <0.01 <0.5 <0.5 <0.1 <1 <0.1 <0.1 <0.1 <2 <0.01 <0.001

Prep Wash

G1 Prep Blank <0.01 <0.1 7.2 2.4 44 <0.1 2.4 3.7 571 1.84 <0.5 1.9 5.0 53 <0.1 <0.1 <0.1 34 0.45 0.071

G1 Prep Blank <0.01 <0.1 1.9 2.6 47 <0.1 2.8 4.0 586 1.92 <0.5 2.1 4.8 69 <0.1 <0.1 <0.1 34 0.52 0.074

MDL

Unit

Analyte

Method


ENTERPRISE




Project:

Report Date:

www.acmelab.com

Phone (604) 253-3158 Fax (604) 253-1716







1 1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

Pulp Duplicates

12JW002 Rock 7 62 0.65 85 0.130 <1 0.89 0.107 0.20 0.3 <0.01 5.7 <0.1 0.95 4 0.9 <0.2

REP 12JW002 QC 7 60 0.65 88 0.129 <1 0.89 0.110 0.19 0.3 <0.01 5.8 <0.1 0.96 3 1.1 <0.2

DRD-1 Rock 2 3 0.03 16 <0.001 2 0.18 0.001 0.07 24.6 0.02 0.3 <0.1 <0.05 <1 <0.5 4.3

REP DRD-1 QC 2 3 0.03 16 <0.001 1 0.16 0.001 0.07 23.8 0.02 0.3 <0.1 <0.05 <1 <0.5 4.2

Reference Materials

STD DS9 Standard 13 123 0.65 283 0.111 3 1.00 0.085 0.41 2.8 0.21 2.4 5.2 0.17 5 4.8 5.0

STD DS9 Expected 13.3 121 0.6165 295 0.1108 0.9577 0.0853 0.395 2.89 0.2 2.5 5.3 0.1615 4.59 5.2 5.02

BLK Blank <1 <1 <0.01 <1 <0.001 <1 <0.01 <0.001 <0.01 <0.1 <0.01 <0.1 <0.1 <0.05 <1 <0.5 <0.2

Prep Wash

G1 Prep Blank 12 4 0.48 131 0.109 <1 0.83 0.075 0.43 <0.1 0.03 2.2 0.3 <0.05 5 <0.5 <0.2

G1 Prep Blank 11 5 0.54 158 0.116 <1 0.97 0.087 0.45 <0.1 <0.01 2.3 0.3 <0.05 5 <0.5 <0.2

MDL

Unit

Analyte

Method



Client:

Submitted By:

Receiving Lab:

Received:

Report Date:

Page:



David R. Deering

Canada-Vancouver

September 20, 2012

Method

Code


Status


Test

Wgt (g)

Number of

Samples

Lab




ADDITIONAL COMMENTS

John WaltherCC:

Invoice To:





Return

DISP-RJT-SOIL

RTRN-PLP

200

ENTERRPRISE-ZEE

Number of Samples:

P.O. Number

Shipment ID:

Project:

SAMPLE DISPOSAL



DRD Consulting



CANADA

1 of 8


DRD Consulting


2 of 8

ENTERRPRISE-ZEE



Project:

Page:

Report Date:

Phone (604) 253-3158 Fax (604) 253-1716


1Part:

October 29, 2012

www.acmelab.com



of 1


MDL

Unit

Analyte




0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001 1

86+00N 56+00E Soil 2.7 18.8 7.6 74 0.1 15.0 9.4 686 2.48 56.6 0.8 0.2 37 0.2 0.2 0.3 63 0.30 0.076 4

86+00N 56+50E Soil 0.7 7.5 8.8 69 0.2 9.1 4.6 232 2.41 70.7 1.1 0.5 19 <0.1 0.2 0.8 44 0.12 0.061 4

86+00N 57+00E Soil 0.4 13.3 8.1 81 0.1 12.8 5.9 269 2.85 104.1 0.9 0.6 26 0.1 0.2 0.6 45 0.18 0.083 4

86+00N 57+50E Soil 0.7 10.8 8.9 63 0.5 9.4 3.9 178 2.56 88.5 1.1 0.5 16 <0.1 0.2 0.5 44 0.10 0.075 4

86+00N 58+00E Soil 0.5 12.2 9.7 105 0.2 13.2 6.4 390 2.85 158.9 2.7 0.6 27 0.1 0.2 0.6 47 0.26 0.151 5

86+50N 56+00E Soil 0.8 12.9 9.9 85 0.2 13.6 6.9 361 3.00 122.4 1.6 0.7 21 <0.1 0.3 0.6 60 0.15 0.063 4

86+50N 56+50E Soil 0.5 16.8 9.2 83 0.3 16.7 7.9 320 2.85 196.7 1.8 0.5 23 0.2 0.5 0.7 50 0.18 0.093 5

86+50N 57+00E Soil 0.5 12.2 9.1 86 0.4 12.6 5.5 263 2.50 133.2 1.3 0.3 26 0.1 0.4 0.6 44 0.19 0.103 4

86+50N 57+50E Soil 0.7 11.7 9.2 79 0.4 12.1 5.0 252 2.62 99.5 1.0 0.3 23 <0.1 0.2 0.6 51 0.14 0.079 4

86+50N 58+00E Soil 0.5 11.3 10.0 94 0.3 11.3 6.1 412 2.65 131.7 1.5 0.3 25 0.1 0.3 0.7 45 0.18 0.088 5

86+50N 58+50E Soil 0.6 10.4 9.5 93 0.2 11.5 6.5 315 2.87 161.6 1.4 0.7 16 0.1 0.2 0.6 52 0.14 0.091 4

86+50N 59+00E Soil 0.5 9.1 6.3 79 0.1 9.7 5.3 428 2.37 43.5 0.9 0.2 19 <0.1 0.1 0.2 43 0.17 0.083 4

86+50N 59+50E Soil 0.5 11.1 6.0 87 <0.1 10.8 7.2 509 2.73 94.5 0.8 0.4 22 <0.1 0.1 0.2 47 0.27 0.131 5

87+00N 56+00E Soil 0.5 15.9 10.2 88 0.3 15.1 7.5 291 3.05 180.1 1.6 0.8 18 0.1 0.4 0.7 55 0.16 0.113 5

87+00N 56+50E Soil 0.8 10.8 8.7 70 0.3 10.2 4.6 251 2.41 93.9 1.5 0.2 14 0.2 0.2 0.6 39 0.09 0.084 4

87+00N 57+00E Soil 0.8 11.3 9.3 84 0.6 11.5 5.3 244 2.60 129.8 1.3 0.2 19 0.2 0.3 0.7 45 0.13 0.086 4

87+00N 57+50E Soil 0.6 17.5 9.7 93 0.5 18.2 7.2 350 3.08 248.6 1.4 0.6 29 0.1 0.4 0.8 55 0.21 0.117 5

87+00N 58+00E Soil 0.6 14.6 14.0 108 0.6 14.7 7.3 421 2.85 119.6 0.8 0.5 23 0.2 0.3 1.1 54 0.17 0.087 4

87+00N 58+50E Soil 0.6 11.3 10.3 123 0.3 13.5 7.2 584 2.94 61.7 0.9 0.4 29 0.1 0.2 0.6 51 0.20 0.082 4

87+00N 59+00E Soil 0.4 12.7 5.7 99 0.3 13.4 7.6 393 3.14 81.2 0.6 0.5 22 0.1 0.2 0.3 51 0.22 0.159 4

87+00N 59+50E Soil 0.4 13.2 6.9 93 <0.1 11.4 6.7 367 2.80 61.3 <0.5 0.3 21 <0.1 0.1 0.3 53 0.22 0.129 4

87+50N 55+50E Soil 0.6 17.0 11.4 112 0.7 15.7 8.4 251 3.40 174.5 1.4 1.2 12 0.2 0.6 0.8 64 0.09 0.093 5

87+50N 56+00E Soil 0.5 16.6 11.5 102 0.7 16.4 7.8 293 3.27 188.2 1.6 0.8 17 0.2 0.5 0.8 58 0.19 0.130 4

87+50N 56+50E Soil 0.6 13.4 10.1 89 1.0 13.3 6.9 300 2.89 148.3 2.0 0.7 16 0.2 0.6 0.8 50 0.16 0.098 5

8750N 5700 Soil 0.7 19.0 10.4 84 0.4 16.4 7.4 288 3.01 236.4 2.5 0.5 16 0.2 0.5 0.9 52 0.18 0.135 5

8750N 5750 Soil 1.6 27.4 14.4 89 0.7 22.7 9.5 445 3.53 924.6 17.1 0.3 21 0.3 0.9 1.6 56 0.21 0.112 7

8750N 5800 Soil 0.5 27.9 8.0 90 0.5 22.8 9.6 262 3.33 156.3 1.0 0.5 18 0.2 0.2 0.6 73 0.21 0.114 5

8750N 5850 Soil 0.4 22.9 9.2 90 1.2 20.0 9.9 329 3.49 189.7 0.7 0.5 26 0.2 0.3 0.8 76 0.26 0.127 5

8750N 5900 Soil 0.4 12.4 6.4 99 0.3 15.4 8.1 388 3.14 83.5 1.7 0.8 30 0.1 0.2 0.3 52 0.15 0.106 5

88+00N 55+50E Soil 0.4 19.3 11.2 89 0.8 15.3 7.6 229 3.03 170.7 1.6 0.9 13 0.1 0.7 0.8 62 0.10 0.099 5


2 of 8

ENTERRPRISE-ZEE



Project:

Page:

Report Date:

Phone (604) 253-3158 Fax (604) 253-1716


2Part:

October 29, 2012

www.acmelab.com



of 1


MDL

Unit

Analyte




1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

86+00N 56+00E Soil 28 0.73 274 0.087 1 1.78 0.015 0.33 0.3 0.02 2.8 0.1 0.06 8 <0.5 <0.2

86+00N 56+50E Soil 16 0.51 140 0.128 <1 2.09 0.012 0.15 0.5 0.03 2.1 0.1 <0.05 10 <0.5 <0.2

86+00N 57+00E Soil 19 0.71 164 0.154 <1 2.20 0.014 0.21 0.6 0.02 2.7 0.1 <0.05 10 <0.5 <0.2

86+00N 57+50E Soil 18 0.43 74 0.116 <1 2.37 0.010 0.10 0.4 0.04 2.3 0.1 0.06 11 <0.5 <0.2

86+00N 58+00E Soil 22 0.67 167 0.117 1 2.67 0.011 0.19 0.6 0.04 2.8 0.1 <0.05 10 <0.5 <0.2

86+50N 56+00E Soil 23 0.73 201 0.146 <1 2.62 0.013 0.15 0.7 0.03 3.4 0.1 <0.05 11 <0.5 <0.2

86+50N 56+50E Soil 24 0.81 163 0.123 <1 2.87 0.011 0.27 0.8 0.04 3.0 0.1 0.05 8 <0.5 <0.2

86+50N 57+00E Soil 20 0.54 146 0.087 <1 2.73 0.010 0.16 0.9 0.05 2.3 0.1 0.07 9 <0.5 <0.2

86+50N 57+50E Soil 22 0.56 153 0.101 1 2.57 0.011 0.15 0.5 0.05 2.3 0.1 0.08 11 <0.5 <0.2

86+50N 58+00E Soil 18 0.61 147 0.114 1 2.50 0.012 0.21 0.6 0.03 2.3 0.2 0.07 10 <0.5 <0.2

86+50N 58+50E Soil 20 0.66 117 0.161 <1 3.06 0.013 0.21 0.7 0.04 3.1 0.2 <0.05 11 <0.5 <0.2

86+50N 59+00E Soil 16 0.53 134 0.094 <1 2.21 0.012 0.14 0.2 0.02 1.7 0.1 0.06 10 <0.5 <0.2

86+50N 59+50E Soil 15 0.72 170 0.124 1 2.71 0.012 0.28 0.3 0.02 2.4 0.1 0.05 9 <0.5 <0.2

87+00N 56+00E Soil 24 0.79 154 0.152 <1 3.22 0.011 0.23 1.0 0.04 3.6 0.2 <0.05 9 <0.5 <0.2

87+00N 56+50E Soil 18 0.48 113 0.071 <1 2.57 0.012 0.13 0.7 0.05 1.8 0.1 0.11 10 <0.5 <0.2

87+00N 57+00E Soil 21 0.58 125 0.085 <1 2.63 0.010 0.14 0.8 0.05 2.1 0.1 0.08 10 <0.5 <0.2

87+00N 57+50E Soil 31 0.74 134 0.100 <1 2.75 0.011 0.17 0.9 0.05 3.3 0.1 <0.05 9 <0.5 <0.2

87+00N 58+00E Soil 24 0.72 168 0.133 <1 2.90 0.011 0.20 0.7 0.04 3.3 0.1 0.06 10 <0.5 <0.2

87+00N 58+50E Soil 22 0.73 216 0.139 <1 2.65 0.012 0.27 0.4 0.03 2.8 0.2 0.07 11 <0.5 <0.2

87+00N 59+00E Soil 21 0.86 157 0.182 <1 3.30 0.013 0.26 0.5 0.04 2.8 0.2 0.06 10 <0.5 <0.2

87+00N 59+50E Soil 19 0.73 158 0.161 <1 2.95 0.013 0.25 0.4 0.02 2.8 0.2 0.07 11 <0.5 <0.2

87+50N 55+50E Soil 29 0.81 113 0.151 <1 3.65 0.012 0.20 2.0 0.03 4.6 0.2 0.06 11 <0.5 <0.2

87+50N 56+00E Soil 27 0.85 122 0.138 <1 3.29 0.012 0.20 1.3 0.04 3.5 0.2 0.06 10 <0.5 <0.2

87+50N 56+50E Soil 22 0.77 118 0.138 <1 3.02 0.012 0.23 1.2 0.04 3.3 0.2 0.07 9 <0.5 <0.2

8750N 5700 Soil 26 0.79 113 0.104 <1 3.27 0.011 0.22 1.0 0.04 3.3 0.1 0.08 9 <0.5 <0.2

8750N 5750 Soil 31 0.88 164 0.075 <1 2.93 0.011 0.22 1.1 0.03 3.2 0.2 0.08 9 <0.5 0.4

8750N 5800 Soil 35 0.98 156 0.145 <1 3.13 0.010 0.38 0.8 0.03 4.7 0.2 0.06 9 <0.5 <0.2

8750N 5850 Soil 32 0.98 185 0.169 <1 3.23 0.011 0.43 0.8 0.04 4.9 0.2 0.05 9 <0.5 <0.2

8750N 5900 Soil 27 0.90 140 0.183 <1 3.83 0.012 0.23 1.0 0.03 3.4 0.2 0.05 11 <0.5 <0.2

88+00N 55+50E Soil 28 0.76 105 0.118 <1 3.09 0.012 0.17 5.8 0.04 4.2 0.1 <0.05 9 <0.5 <0.2


3 of 8

ENTERRPRISE-ZEE



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October 29, 2012

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of 1


MDL

Unit

Analyte




0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001 1

88+00N 56+00E Soil 0.6 13.6 10.8 80 0.8 11.3 5.9 189 2.63 128.9 1.4 0.6 13 0.1 0.4 0.7 51 0.08 0.086 4

88+00N 56+50E Soil 0.4 16.1 11.6 95 0.7 16.2 8.0 283 3.12 166.9 1.0 0.6 16 0.1 0.6 0.9 55 0.18 0.128 5

8800N 5700 Soil 1.6 20.4 9.9 95 0.8 15.3 7.0 304 3.25 232.8 2.4 0.5 14 0.2 0.6 0.9 55 0.12 0.093 6

8800N 5750 Soil 1.0 15.2 10.3 86 0.2 16.0 7.2 360 2.82 668.2 1.9 0.2 19 0.2 0.6 1.1 43 0.21 0.090 5

8800N 5800 Soil 0.3 12.3 8.3 126 0.4 12.3 9.1 410 3.79 112.1 1.0 0.7 22 0.2 0.2 0.6 63 0.21 0.124 4

8800N 5850 Soil 0.7 11.8 9.3 78 0.3 11.0 6.7 561 3.13 75.4 0.6 0.2 20 0.1 0.2 0.6 54 0.14 0.082 4

8800N 5900 Soil 0.4 15.1 5.5 95 0.3 16.8 8.7 381 3.02 88.6 2.4 0.9 29 0.1 0.3 0.4 52 0.35 0.142 4

88+50N 55+00E Soil 0.7 21.6 10.6 97 0.4 20.4 8.8 353 3.84 288.6 2.1 0.9 18 0.2 0.8 0.9 68 0.20 0.129 4

88+50N 55+25E Soil 0.7 16.6 10.7 98 0.8 13.6 7.2 224 3.18 210.5 1.6 0.7 11 0.2 0.7 0.8 69 0.08 0.053 4

88+50N 55+50E Soil 0.6 17.9 11.2 91 0.6 13.7 6.9 200 3.01 207.4 1.6 0.7 10 0.2 0.7 0.8 65 0.11 0.083 4

88+50N 55+75E Soil 0.7 11.7 10.2 64 0.7 8.7 4.0 124 2.65 139.5 1.8 0.3 13 <0.1 0.4 0.7 54 0.08 0.066 3

88+50N 56+00E Soil 0.6 18.1 11.0 104 0.6 15.8 8.2 302 3.09 180.2 0.7 0.4 15 0.2 0.6 0.7 68 0.14 0.097 4

88+50N 56+25E Soil 0.5 21.9 9.5 95 0.9 18.1 10.2 311 3.50 234.7 1.3 0.6 17 0.1 0.7 0.7 73 0.14 0.101 4

88+50N 56+50E Soil 0.7 14.7 14.4 90 1.0 12.6 7.0 171 2.72 138.0 1.7 0.3 17 0.2 0.4 0.9 59 0.11 0.073 4

8850N 5675 Soil 0.4 23.6 10.8 112 0.5 25.4 11.0 503 3.76 301.8 7.6 0.9 25 0.2 0.8 1.0 70 0.38 0.158 5

8850N 5700 Soil 1.1 52.8 14.0 117 0.6 30.0 19.4 722 5.37 3037 21.8 0.5 37 0.3 2.0 2.0 69 0.52 0.159 7

8850N 5725 Soil 0.5 12.6 8.8 101 0.4 14.8 6.6 379 2.79 137.8 1.2 0.1 13 0.2 0.4 0.7 51 0.15 0.099 4

8850N 5750 Soil 0.6 22.7 8.3 93 0.8 26.1 9.4 298 3.27 230.8 4.1 0.5 14 0.2 1.2 0.8 60 0.22 0.115 5

8850N 5775 Soil 0.5 9.7 8.6 104 0.7 11.8 6.4 452 2.89 84.7 <0.5 0.3 20 0.2 0.2 0.7 51 0.21 0.126 4

8850N 5800 Soil 0.4 11.4 7.4 126 0.3 11.0 7.5 411 3.51 94.3 0.9 0.6 17 0.1 0.2 0.5 57 0.19 0.120 4

8850N 5825 Soil 0.5 10.2 11.2 114 0.2 10.6 6.7 752 3.14 83.0 0.6 0.2 18 0.1 0.2 1.0 53 0.21 0.123 3

8850N 5850 Soil 0.3 11.9 11.7 95 1.0 13.9 8.0 396 3.14 108.4 0.5 0.5 24 0.2 0.2 1.0 50 0.28 0.124 4

8850N 5875 Soil 0.5 13.9 8.3 108 0.5 17.2 8.4 410 3.45 116.7 <0.5 0.8 35 0.2 0.2 0.6 59 0.36 0.148 5

8850N 5900 Soil 0.3 11.8 6.1 79 0.5 11.6 7.1 386 2.58 107.6 1.2 0.7 30 0.1 0.2 0.5 44 0.45 0.168 4

89+00N 54+75E Soil 0.5 22.1 20.7 95 0.3 17.7 10.6 488 3.02 944.2 5.2 0.2 53 0.2 1.4 1.9 75 0.89 0.112 3

89+00N 55+00E Soil 0.4 18.5 13.0 125 0.2 18.3 9.7 356 3.42 1533 4.3 0.3 31 <0.1 0.8 0.9 74 0.56 0.146 4

89+00N 55+25E Soil 0.6 18.6 11.7 88 0.9 15.2 6.9 285 3.29 253.4 1.6 0.1 13 0.2 0.8 1.0 69 0.19 0.112 4

89+00N 55+50E Soil 0.7 19.0 11.2 97 0.9 15.7 7.6 253 3.39 227.6 1.9 0.3 13 0.2 0.7 0.8 71 0.09 0.085 3

89+00N 55+75E Soil 0.5 22.5 10.2 101 0.5 16.9 8.6 283 3.25 275.9 0.8 0.2 17 0.1 1.0 0.7 74 0.19 0.090 4

89+00N 56+00E Soil 0.5 26.1 9.4 90 0.1 18.0 9.6 284 3.02 517.2 1.4 0.2 28 <0.1 0.8 0.7 82 0.31 0.105 4


3 of 8

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of 1


MDL

Unit

Analyte




1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

88+00N 56+00E Soil 22 0.59 80 0.112 <1 3.68 0.011 0.16 1.5 0.04 3.2 0.1 0.08 10 <0.5 <0.2

88+00N 56+50E Soil 27 0.86 113 0.123 <1 3.28 0.011 0.27 1.5 0.04 3.4 0.2 0.05 9 <0.5 <0.2

8800N 5700 Soil 26 0.78 117 0.104 1 3.52 0.011 0.21 1.0 0.04 3.1 0.2 0.07 11 <0.5 <0.2

8800N 5750 Soil 24 0.66 103 0.078 <1 2.55 0.010 0.18 1.1 0.03 2.3 0.1 0.11 10 <0.5 0.3

8800N 5800 Soil 22 1.09 203 0.208 <1 4.01 0.012 0.41 0.8 0.03 3.5 0.2 <0.05 12 <0.5 <0.2

8800N 5850 Soil 19 0.62 165 0.134 <1 2.49 0.012 0.23 0.5 0.04 2.3 0.2 0.08 12 <0.5 <0.2

8800N 5900 Soil 19 0.89 166 0.150 <1 2.96 0.010 0.32 1.3 0.03 2.7 0.2 <0.05 9 <0.5 <0.2

88+50N 55+00E Soil 30 1.04 133 0.139 <1 3.24 0.008 0.32 2.7 0.03 3.6 0.2 <0.05 10 <0.5 <0.2

88+50N 55+25E Soil 25 0.68 85 0.112 <1 3.25 0.008 0.16 2.8 0.03 3.6 0.2 <0.05 11 <0.5 <0.2

88+50N 55+50E Soil 27 0.66 79 0.108 <1 3.58 0.010 0.16 5.3 0.03 3.7 0.1 <0.05 10 <0.5 <0.2

88+50N 55+75E Soil 20 0.40 75 0.097 <1 2.88 0.008 0.12 2.1 0.05 2.2 0.1 <0.05 11 0.6 <0.2

88+50N 56+00E Soil 29 0.80 113 0.102 <1 3.77 0.009 0.20 2.5 0.04 3.8 0.2 0.07 10 <0.5 <0.2

88+50N 56+25E Soil 29 1.05 149 0.127 <1 3.50 0.008 0.30 2.4 0.04 4.1 0.2 <0.05 9 <0.5 <0.2

88+50N 56+50E Soil 24 0.58 98 0.094 <1 3.17 0.008 0.18 1.6 0.04 2.6 0.1 <0.05 10 <0.5 <0.2

8850N 5675 Soil 33 1.15 203 0.171 <1 3.24 0.008 0.57 1.7 0.02 3.9 0.3 <0.05 10 <0.5 0.3

8850N 5700 Soil 36 1.13 136 0.053 1 3.17 0.008 0.24 3.0 0.02 4.8 0.2 <0.05 9 0.7 0.4

8850N 5725 Soil 22 0.70 124 0.075 <1 2.87 0.008 0.18 0.9 0.04 1.7 0.1 <0.05 11 <0.5 <0.2

8850N 5750 Soil 34 0.99 146 0.101 <1 3.24 0.008 0.24 2.2 0.03 4.0 0.2 <0.05 9 <0.5 0.2

8850N 5775 Soil 19 0.65 140 0.121 <1 3.32 0.009 0.24 1.0 0.04 2.4 0.1 <0.05 10 <0.5 <0.2

8850N 5800 Soil 21 0.92 167 0.163 <1 4.01 0.009 0.30 0.9 0.04 2.9 0.2 <0.05 11 <0.5 <0.2

8850N 5825 Soil 18 0.75 187 0.120 <1 2.65 0.010 0.21 0.5 0.05 2.0 0.2 <0.05 10 <0.5 <0.2

8850N 5850 Soil 21 0.90 192 0.156 <1 3.60 0.010 0.36 1.0 0.04 2.8 0.2 <0.05 9 <0.5 0.2

8850N 5875 Soil 25 0.98 186 0.166 <1 3.67 0.011 0.34 0.9 0.03 3.0 0.2 <0.05 10 <0.5 0.2

8850N 5900 Soil 17 0.67 162 0.135 <1 2.49 0.009 0.31 2.1 0.02 2.6 0.2 <0.05 7 <0.5 <0.2

89+00N 54+75E Soil 47 1.00 186 0.073 <1 2.13 0.010 0.33 6.7 0.02 3.2 0.1 0.10 9 1.4 0.2

89+00N 55+00E Soil 35 0.97 152 0.095 <1 2.73 0.007 0.30 3.3 0.02 3.4 0.2 <0.05 10 0.5 <0.2

89+00N 55+25E Soil 29 0.75 124 0.074 <1 3.07 0.007 0.20 2.1 0.04 2.5 0.1 <0.05 11 <0.5 <0.2

89+00N 55+50E Soil 29 0.63 101 0.090 <1 2.56 0.008 0.14 2.5 0.06 3.1 0.1 <0.05 10 <0.5 <0.2

89+00N 55+75E Soil 31 0.81 150 0.087 <1 2.75 0.007 0.25 2.5 0.04 3.0 0.1 <0.05 10 <0.5 <0.2

89+00N 56+00E Soil 31 0.83 149 0.091 <1 2.26 0.007 0.29 2.0 0.01 3.7 0.1 <0.05 8 <0.5 <0.2


4 of 8

ENTERRPRISE-ZEE



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October 29, 2012

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of 1


MDL

Unit

Analyte




0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001 1

89+00N 56+25E Soil 0.8 19.9 9.5 82 0.4 13.4 7.7 266 2.81 193.8 0.6 0.1 20 <0.1 0.5 0.7 67 0.13 0.068 3

89+00N 56+50E Soil 0.6 31.6 10.9 84 0.5 17.7 10.1 193 2.88 213.8 1.6 0.3 28 0.1 0.7 0.8 80 0.14 0.078 4

8900N 5675 Soil 0.5 28.0 13.8 99 0.5 26.3 10.2 315 3.43 490.0 4.0 0.4 15 0.2 1.3 1.3 71 0.24 0.127 5

8900N 5700 Soil 0.6 18.1 8.8 109 0.3 16.0 9.1 448 3.52 1931 6.1 0.4 31 0.2 1.7 0.7 60 0.52 0.114 5

8900N 5725 Soil 0.2 12.1 11.2 104 0.6 18.9 8.9 368 3.28 230.0 8.7 0.6 13 0.3 0.8 1.3 53 0.36 0.190 5

8900N 5750 Soil 0.4 12.7 8.5 114 0.3 12.2 8.3 385 3.42 139.1 3.4 0.4 10 0.3 0.5 0.7 52 0.24 0.170 6

8900N 5775 Soil 0.7 10.0 7.8 114 0.2 11.1 6.0 415 2.94 57.0 1.0 0.3 14 0.1 0.2 0.5 45 0.11 0.112 3

8900N 5800 Soil 0.2 14.9 8.9 120 0.2 9.1 9.1 628 3.63 208.9 <0.5 0.6 15 0.3 0.5 0.9 59 0.31 0.183 4

8900N 5825 Soil 0.5 10.2 10.6 99 0.2 11.3 6.4 409 2.76 83.1 0.9 0.4 20 0.1 0.2 0.8 42 0.17 0.122 4

8900N 5850 Soil 0.5 13.4 9.3 110 0.2 14.1 8.3 891 2.76 105.6 1.5 0.4 27 0.2 0.2 0.8 44 0.25 0.154 4

8900N 5875 Soil 0.4 10.3 5.9 86 0.3 10.3 6.0 475 2.40 54.8 1.7 0.6 16 <0.1 0.2 0.4 40 0.16 0.143 5

8900N 5900 Soil 0.2 11.8 6.7 84 0.2 15.9 7.5 342 2.67 80.3 1.7 0.6 30 0.1 0.2 0.8 42 0.37 0.168 4

8950N 5450 Soil 0.7 10.2 22.2 111 0.8 11.4 6.8 300 3.56 1115 100.4 0.9 14 0.2 1.6 2.2 48 0.22 0.165 4

8950N 5475 Soil 0.5 17.1 14.5 117 0.5 14.6 7.8 310 3.86 356.9 2.4 0.7 14 0.2 1.2 1.3 64 0.21 0.130 5

8950N 5500 Soil 0.8 16.3 16.9 103 1.2 14.7 7.2 336 3.81 367.4 2.8 0.3 22 0.2 1.4 1.4 58 0.27 0.141 5

8950N 5525 Soil 0.4 24.5 18.6 129 1.0 24.1 11.6 563 4.80 1248 9.0 0.9 41 0.2 2.3 1.8 82 0.59 0.126 6

8950N 5550 Soil 0.7 34.2 14.7 115 0.2 26.2 13.1 581 4.22 597.7 6.1 0.7 26 0.2 1.8 1.2 90 0.34 0.121 6

8950N 5575 Soil 0.7 20.8 24.5 112 0.4 22.3 9.9 354 3.81 926.1 3.5 0.4 20 0.2 1.6 2.7 66 0.19 0.082 5

8950N 5600 Soil 1.0 24.3 19.2 78 1.1 18.3 9.0 220 3.49 1278 3.7 0.4 25 0.2 1.2 1.5 69 0.21 0.081 4

8950N 5625 Soil 0.6 28.4 15.3 104 0.4 27.5 10.8 339 3.97 501.2 4.5 0.6 19 0.2 1.8 1.3 86 0.19 0.085 5

89+50N 56+50E Soil 0.6 35.6 11.3 103 0.4 19.4 12.5 408 3.89 493.7 4.8 0.8 114 0.2 1.0 1.0 106 0.29 0.114 6

89+50N 56+75E Soil 0.6 14.3 11.2 117 0.2 20.7 10.0 792 3.29 522.6 5.7 0.2 27 0.2 0.7 1.1 51 0.27 0.100 5

89+50N 57+00E Soil 0.5 12.9 9.0 121 0.3 12.4 8.1 462 3.86 140.9 1.6 0.7 12 0.2 0.5 0.8 54 0.19 0.126 4

89+50N 57+25E Soil 0.6 10.3 10.0 100 0.4 10.6 5.8 522 2.97 50.1 1.5 0.2 15 0.1 0.3 0.8 41 0.12 0.095 4

89+50N 57+50E Soil 0.5 8.1 8.9 80 0.3 10.0 4.3 271 2.45 44.3 0.9 0.3 20 0.1 0.4 0.7 33 0.13 0.093 4

89+50N 57+75E Soil 0.5 7.2 9.8 82 0.3 9.6 4.6 451 2.55 54.2 1.2 0.2 26 <0.1 0.2 0.8 34 0.14 0.062 4

89+50N 58+00E Soil 0.6 9.3 10.1 101 0.7 11.7 5.7 582 2.69 69.8 1.5 0.4 19 0.1 0.3 0.8 36 0.14 0.089 4

89+50N 58+25E Soil 0.6 8.2 9.3 96 0.6 9.7 4.8 427 2.68 52.7 0.6 0.4 17 0.1 0.2 0.7 36 0.11 0.068 4

89+50N 58+50E Soil 0.4 9.1 7.6 83 0.5 11.5 5.5 489 2.39 81.3 0.6 0.6 31 0.1 0.2 0.7 33 0.21 0.121 4

9000N 5425 Soil 0.5 11.3 11.0 102 0.3 14.9 7.2 444 3.22 337.1 3.1 0.7 41 0.2 0.8 1.3 41 0.34 0.127 4


4 of 8

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MDL

Unit

Analyte




1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

89+00N 56+25E Soil 26 0.61 122 0.078 <1 2.10 0.008 0.23 1.3 0.04 2.8 <0.1 <0.05 9 <0.5 <0.2

89+00N 56+50E Soil 32 0.74 131 0.103 <1 3.12 0.008 0.27 1.6 0.02 3.9 0.1 <0.05 9 <0.5 0.2

8900N 5675 Soil 41 1.02 142 0.080 <1 3.34 0.007 0.25 2.5 0.04 3.7 0.1 <0.05 9 <0.5 0.6

8900N 5700 Soil 28 0.96 198 0.066 <1 3.32 0.008 0.27 2.7 0.02 3.4 0.2 <0.05 10 <0.5 <0.2

8900N 5725 Soil 22 1.11 208 0.111 <1 3.57 0.008 0.36 2.9 0.04 3.5 0.2 <0.05 9 <0.5 0.4

8900N 5750 Soil 20 1.01 170 0.069 <1 3.59 0.007 0.25 2.1 0.04 2.8 0.2 <0.05 10 <0.5 <0.2

8900N 5775 Soil 20 0.58 114 0.130 <1 3.29 0.010 0.17 0.9 0.06 2.1 0.2 <0.05 12 <0.5 <0.2

8900N 5800 Soil 19 1.13 309 0.132 <1 3.79 0.010 0.34 1.7 0.02 4.3 0.2 <0.05 11 <0.5 0.3

8900N 5825 Soil 18 0.63 117 0.130 <1 3.48 0.009 0.20 0.8 0.03 2.5 0.1 <0.05 9 <0.5 <0.2

8900N 5850 Soil 20 0.72 157 0.141 <1 2.61 0.011 0.27 1.5 0.03 2.7 0.2 <0.05 8 <0.5 <0.2

8900N 5875 Soil 18 0.56 106 0.123 <1 3.18 0.010 0.19 0.5 0.04 2.5 0.1 <0.05 9 <0.5 <0.2

8900N 5900 Soil 21 0.74 137 0.131 <1 2.88 0.010 0.29 0.8 0.03 2.6 0.1 <0.05 7 <0.5 <0.2

8950N 5450 Soil 20 0.80 123 0.098 <1 3.37 0.009 0.24 4.5 0.04 3.4 0.1 <0.05 11 <0.5 0.6

8950N 5475 Soil 27 0.94 124 0.112 <1 3.46 0.008 0.29 3.0 0.03 4.2 0.2 <0.05 12 <0.5 <0.2

8950N 5500 Soil 27 0.88 141 0.097 <1 3.53 0.008 0.31 3.0 0.04 3.2 0.2 <0.05 12 0.5 0.3

8950N 5525 Soil 51 1.37 214 0.182 <1 2.93 0.009 0.71 5.3 0.02 6.0 0.3 <0.05 12 1.1 0.2

8950N 5550 Soil 40 1.20 206 0.130 <1 3.12 0.010 0.53 2.7 0.02 5.5 0.2 <0.05 11 <0.5 0.3

8950N 5575 Soil 40 1.00 158 0.100 <1 3.05 0.007 0.31 4.0 0.04 4.0 0.2 <0.05 11 <0.5 0.4

8950N 5600 Soil 47 0.89 140 0.089 <1 2.75 0.009 0.31 3.9 0.04 4.5 0.1 <0.05 9 0.6 <0.2

8950N 5625 Soil 44 1.14 181 0.143 <1 3.32 0.008 0.45 3.8 0.03 5.3 0.2 <0.05 11 0.6 0.2

89+50N 56+50E Soil 38 1.17 236 0.183 <1 2.89 0.008 0.73 2.4 0.01 7.6 0.3 <0.05 10 <0.5 <0.2

89+50N 56+75E Soil 37 0.96 191 0.082 <1 2.57 0.008 0.29 3.6 0.03 3.0 0.2 <0.05 11 <0.5 <0.2

89+50N 57+00E Soil 24 1.12 158 0.184 <1 3.94 0.008 0.42 2.8 0.04 3.3 0.2 <0.05 12 <0.5 <0.2

89+50N 57+25E Soil 21 0.71 123 0.091 1 2.96 0.009 0.20 1.1 0.05 2.1 0.2 <0.05 12 <0.5 <0.2

89+50N 57+50E Soil 18 0.55 118 0.074 <1 2.72 0.009 0.12 1.2 0.05 2.0 0.1 <0.05 11 <0.5 <0.2

89+50N 57+75E Soil 16 0.51 163 0.082 <1 2.37 0.009 0.14 1.0 0.05 1.5 0.1 <0.05 11 <0.5 <0.2

89+50N 58+00E Soil 17 0.64 141 0.098 1 2.91 0.008 0.19 2.2 0.06 2.2 0.1 <0.05 10 <0.5 <0.2

89+50N 58+25E Soil 16 0.62 125 0.120 <1 3.27 0.008 0.21 1.1 0.05 2.2 0.2 <0.05 12 <0.5 <0.2

89+50N 58+50E Soil 16 0.63 114 0.107 <1 2.37 0.010 0.21 1.0 0.02 2.5 0.1 <0.05 8 <0.5 <0.2

9000N 5425 Soil 21 0.88 168 0.098 <1 2.43 0.010 0.28 2.7 0.02 2.9 0.1 <0.05 10 <0.5 0.2


5 of 8

ENTERRPRISE-ZEE



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October 29, 2012

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of 1


MDL

Unit

Analyte




0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001 1

9000N 5450 Soil 0.6 10.9 13.2 122 0.6 13.0 7.1 704 3.16 1034 3.1 0.3 36 0.3 1.2 1.3 42 0.25 0.097 5

9000N 5475 Soil 0.5 8.1 19.2 115 0.3 9.2 7.3 457 3.69 1228 2.7 0.5 27 0.2 0.9 1.4 48 0.36 0.104 4

9000N 5500 Soil 0.6 23.4 14.4 91 0.5 21.5 8.4 336 3.52 420.7 5.5 0.6 13 0.2 2.1 1.1 58 0.21 0.109 5

9000N 5525 Soil 0.7 10.5 16.7 126 0.7 10.9 7.0 336 3.69 231.1 2.0 0.8 19 0.2 0.9 1.4 52 0.20 0.127 5

9000N 5550 Soil 0.6 12.0 19.7 139 0.4 12.8 8.4 576 4.08 387.4 3.6 0.4 22 0.4 1.9 2.3 55 0.18 0.084 5

9000N 5575 Soil 0.4 35.2 13.0 112 0.2 41.6 12.3 409 4.11 565.3 9.5 1.2 19 0.3 3.1 1.3 74 0.25 0.100 5

9000N 5600 Soil 0.6 19.1 18.6 126 1.4 21.7 8.7 336 3.75 507.4 6.4 0.7 22 0.5 3.0 1.8 57 0.26 0.114 4

9000N 5625 Soil 0.8 16.7 31.7 121 0.7 23.0 10.0 578 3.98 1512 18.1 0.5 31 0.5 6.8 3.4 54 0.38 0.097 5

90+00N 56+50E Soil 2.1 18.1 52.5 126 2.4 17.2 15.4 1005 6.26 8009 444.7 1.2 36 0.7 26.0 6.0 70 0.63 0.142 11

90+00N 56+75E Soil 0.5 10.8 19.7 93 0.3 9.4 5.9 562 2.68 197.8 8.0 0.2 33 0.2 1.4 1.8 37 0.23 0.119 4

90+00N 57+00E Soil 0.6 11.0 9.7 110 0.4 10.4 6.1 435 3.11 72.1 1.8 0.4 14 0.1 0.3 0.8 44 0.12 0.078 3

90+00N 57+25E Soil 0.8 10.0 9.3 78 0.2 8.5 4.2 339 2.45 40.3 2.7 0.2 11 0.1 0.2 0.6 36 0.08 0.073 4

90+00N 57+50E Soil 0.7 12.2 10.3 110 0.3 18.9 8.3 831 3.10 309.5 2.6 0.4 19 0.2 0.7 0.9 42 0.16 0.090 5

90+00N 57+75E Soil 0.9 15.4 12.5 110 0.2 27.5 11.4 1160 3.13 587.9 6.2 0.2 27 0.3 1.1 1.2 44 0.23 0.108 6

90+00N 58+00E Soil 0.6 10.8 12.2 126 0.2 14.2 7.2 1060 2.75 70.9 2.0 0.2 20 0.2 0.4 0.9 36 0.13 0.104 5

90+00N 58+25E Soil 0.6 9.2 10.1 131 0.8 11.4 6.7 1476 2.69 61.8 4.4 0.1 27 0.3 0.4 0.7 36 0.16 0.102 4

90+00N 58+50E Soil 0.6 10.4 9.0 107 0.3 12.5 6.0 526 2.84 84.6 4.2 0.3 28 0.2 0.3 0.6 36 0.19 0.124 4

90+00N 58+75E Soil 0.3 12.0 10.4 95 0.3 17.4 7.1 446 2.82 138.0 2.8 0.9 49 0.2 0.4 1.2 39 0.46 0.170 5

9050N 5375 Soil 0.4 13.7 7.5 82 0.2 13.0 8.2 300 2.89 171.6 3.5 0.6 12 0.1 0.3 0.6 50 0.13 0.086 3

9050N 5400 Soil 0.4 8.2 10.5 84 0.3 10.0 6.0 340 3.13 231.8 2.7 0.4 17 0.2 0.6 0.8 42 0.22 0.184 3

9050N 5425 Soil 0.5 10.4 9.1 98 0.4 16.3 8.5 746 2.81 108.7 3.2 0.2 41 0.2 0.3 1.0 42 0.24 0.097 5

9050N 5450 Soil 0.4 11.9 8.0 90 0.4 17.6 8.4 651 2.68 120.0 2.3 0.1 45 0.2 0.3 0.9 41 0.30 0.115 4

9050N 5475 Soil 0.6 9.0 9.5 110 0.6 11.7 6.8 594 2.97 146.8 3.5 0.1 25 0.2 0.4 0.8 44 0.23 0.123 4

9050N 5500 Soil 0.3 11.3 8.6 84 0.3 17.6 9.4 583 2.64 128.3 1.8 0.4 51 0.2 0.3 1.0 40 0.34 0.151 4

9050N 5525 Soil 0.4 10.1 9.1 76 0.3 13.3 11.5 1267 2.26 96.6 1.8 <0.1 44 0.3 0.3 0.7 34 0.31 0.109 4

9050N 5550 Soil 0.4 10.0 8.4 87 0.3 14.6 7.4 589 2.50 120.7 2.3 0.2 39 0.2 0.3 0.9 37 0.30 0.114 4

9050N 5575 Soil 0.6 10.9 13.5 100 0.4 13.4 7.8 833 2.57 231.5 3.8 0.2 29 0.3 0.5 1.3 40 0.24 0.119 4

9050N 5600 Soil 0.5 9.0 11.8 117 0.3 10.1 5.8 422 3.05 521.3 8.2 0.2 14 0.3 1.6 1.0 43 0.18 0.120 3

9050N 5625 Soil 0.9 9.9 21.1 199 1.1 11.4 9.9 618 3.66 2319 38.1 0.4 13 0.6 4.4 1.9 46 0.18 0.100 6

9050N 5650 Soil 0.9 9.3 17.2 166 0.3 10.4 8.8 1052 3.37 1564 11.0 0.1 35 0.9 2.0 1.5 46 0.51 0.130 4


5 of 8

ENTERRPRISE-ZEE



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2Part:

October 29, 2012

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of 1


MDL

Unit

Analyte




1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

9000N 5450 Soil 21 0.82 192 0.083 <1 2.77 0.011 0.26 3.2 0.03 2.3 0.2 <0.05 11 <0.5 <0.2

9000N 5475 Soil 20 0.90 134 0.101 <1 2.76 0.008 0.36 2.9 0.02 2.7 0.2 <0.05 11 <0.5 0.2

9000N 5500 Soil 32 0.97 150 0.108 <1 3.11 0.006 0.38 3.3 0.03 4.6 0.2 <0.05 9 <0.5 0.2

9000N 5525 Soil 21 0.83 98 0.094 <1 3.43 0.008 0.24 3.7 0.04 3.1 0.2 <0.05 12 <0.5 0.2

9000N 5550 Soil 24 1.02 194 0.086 <1 3.04 0.008 0.38 2.9 0.02 3.0 0.2 <0.05 13 <0.5 0.3

9000N 5575 Soil 58 1.35 199 0.169 <1 3.30 0.008 0.47 4.8 0.03 5.9 0.3 <0.05 11 <0.5 0.4

9000N 5600 Soil 32 1.03 168 0.127 <1 3.06 0.008 0.37 5.6 0.03 4.0 0.2 <0.05 10 <0.5 0.3

9000N 5625 Soil 37 0.98 214 0.079 <1 2.70 0.007 0.38 6.7 0.02 3.3 0.2 <0.05 11 <0.5 0.7

90+00N 56+50E Soil 33 0.76 190 0.035 <1 1.56 0.007 0.26 33.2 0.02 6.3 0.2 <0.05 6 0.7 2.6

90+00N 56+75E Soil 17 0.60 192 0.059 <1 1.79 0.010 0.19 2.6 0.04 1.9 0.1 <0.05 9 <0.5 0.4

90+00N 57+00E Soil 20 0.77 108 0.131 <1 2.98 0.009 0.24 1.9 0.04 2.4 0.2 <0.05 12 <0.5 <0.2

90+00N 57+25E Soil 16 0.50 86 0.081 <1 2.69 0.009 0.16 0.7 0.05 1.7 0.1 <0.05 12 <0.5 <0.2

90+00N 57+50E Soil 36 0.82 173 0.082 1 3.08 0.008 0.22 2.4 0.04 2.8 0.1 <0.05 11 <0.5 <0.2

90+00N 57+75E Soil 52 0.98 166 0.054 <1 2.82 0.007 0.26 4.1 0.04 2.8 0.1 <0.05 10 <0.5 <0.2

90+00N 58+00E Soil 23 0.64 145 0.056 1 2.77 0.007 0.20 1.1 0.04 1.5 0.1 <0.05 12 <0.5 <0.2

90+00N 58+25E Soil 18 0.60 242 0.084 1 2.50 0.008 0.21 1.8 0.07 1.6 0.1 <0.05 11 <0.5 <0.2

90+00N 58+50E Soil 19 0.70 145 0.087 <1 3.12 0.008 0.23 0.9 0.06 2.3 0.1 <0.05 10 <0.5 <0.2

90+00N 58+75E Soil 23 0.82 186 0.134 <1 2.31 0.010 0.34 1.0 0.01 3.0 0.2 <0.05 8 <0.5 <0.2

9050N 5375 Soil 18 0.84 159 0.108 <1 3.02 0.008 0.29 2.2 0.02 2.8 0.2 <0.05 8 0.7 <0.2

9050N 5400 Soil 15 0.75 126 0.100 <1 2.19 0.007 0.25 3.6 0.03 2.2 0.1 <0.05 9 0.6 <0.2

9050N 5425 Soil 22 0.86 220 0.086 <1 2.47 0.010 0.26 1.6 0.02 2.0 0.2 <0.05 9 <0.5 <0.2

9050N 5450 Soil 23 0.84 211 0.077 <1 2.32 0.011 0.28 1.3 0.02 1.9 0.1 <0.05 8 <0.5 <0.2

9050N 5475 Soil 18 0.72 143 0.074 <1 2.56 0.008 0.23 1.9 0.03 1.6 0.1 <0.05 10 0.5 <0.2

9050N 5500 Soil 24 0.87 209 0.104 <1 2.64 0.011 0.32 1.8 0.01 2.6 0.1 <0.05 8 <0.5 <0.2

9050N 5525 Soil 20 0.64 233 0.057 <1 1.87 0.010 0.24 1.2 0.03 1.4 0.2 <0.05 7 0.5 <0.2

9050N 5550 Soil 19 0.80 192 0.089 <1 2.18 0.010 0.31 2.5 0.02 2.2 0.1 <0.05 7 <0.5 <0.2

9050N 5575 Soil 19 0.76 142 0.073 <1 2.37 0.010 0.25 5.8 0.02 1.8 0.1 <0.05 8 1.0 0.3

9050N 5600 Soil 19 0.79 138 0.073 <1 3.32 0.007 0.20 6.6 0.05 2.2 0.1 <0.05 10 0.6 0.3

9050N 5625 Soil 20 0.71 136 0.064 <1 3.04 0.006 0.22 5.9 0.03 2.6 0.2 <0.05 11 0.9 0.3

9050N 5650 Soil 23 0.83 214 0.064 <1 1.99 0.009 0.33 6.1 0.01 1.9 0.1 <0.05 8 0.6 0.4


6 of 8

ENTERRPRISE-ZEE



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October 29, 2012

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of 1


MDL

Unit

Analyte




0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001 1

9050N 5675 Soil 0.3 11.9 13.5 111 0.3 14.0 8.9 557 3.37 298.4 5.8 0.7 19 0.2 0.8 1.2 52 0.35 0.189 4

9050N 5700 Soil 0.6 9.9 9.5 108 0.4 14.0 7.0 489 3.29 167.1 2.7 0.4 17 0.1 0.5 0.7 49 0.16 0.128 4

9050N 5725 Soil 0.4 13.0 11.3 125 0.7 14.8 8.3 476 3.63 229.1 3.1 0.7 20 0.3 0.7 1.0 51 0.30 0.155 5

9050N 5750 Soil 0.6 8.7 7.9 88 0.3 11.3 5.6 413 2.46 89.9 2.1 0.3 14 0.1 0.4 0.5 41 0.12 0.094 4

9050N 5775 Soil 0.2 10.6 39.0 98 0.6 14.2 7.1 421 3.16 261.9 3.9 0.9 45 0.3 0.8 5.1 43 0.69 0.179 4

9050N 5800 Soil 0.5 8.3 7.5 69 0.4 10.1 5.4 708 2.09 65.0 1.1 0.5 7 0.1 0.4 0.4 33 0.07 0.082 5

9050N 5825 Soil 0.5 9.7 7.3 109 0.3 13.8 6.4 409 2.75 106.3 2.5 0.5 12 0.1 0.6 0.5 41 0.13 0.128 5

9050N 5850 Soil 0.5 9.6 8.0 115 0.2 12.4 6.5 819 2.96 65.7 2.7 0.1 13 0.2 0.4 0.5 44 0.10 0.080 4

9050N 5875 Soil 0.5 10.6 5.3 77 0.2 17.1 6.9 316 2.64 147.9 2.1 0.4 26 0.2 0.3 0.4 40 0.24 0.126 4

91+00N 54+00E Soil 0.5 6.4 11.9 82 0.5 5.9 4.4 250 2.87 171.2 2.3 0.6 8 0.1 0.6 0.9 43 0.07 0.094 3

91+00N 54+25E Soil 0.5 6.0 12.6 102 0.4 6.3 5.2 292 3.47 251.5 1.6 0.6 10 0.2 0.6 1.0 51 0.15 0.126 3

91+00N 54+50E Soil 0.7 6.3 16.0 137 0.5 7.9 6.0 341 3.82 196.1 1.1 0.8 10 0.2 0.6 1.4 54 0.10 0.143 3

91+00N 54+75E Soil 0.7 6.0 16.1 130 0.5 7.0 6.6 500 3.52 303.9 4.9 0.4 22 0.2 0.6 1.3 51 0.18 0.079 3

91+00N 55+00E Soil 0.6 8.0 14.2 142 0.2 7.8 8.2 651 4.16 354.9 2.5 0.4 14 0.2 0.8 1.1 60 0.19 0.104 3

91+00N 55+25E Soil 1.0 5.4 17.7 149 0.2 8.9 6.9 586 3.62 241.8 1.5 0.5 23 0.3 0.7 1.5 49 0.19 0.056 3

91+00N 55+50E Soil 0.8 5.4 15.0 146 0.2 9.0 6.8 386 3.60 263.3 1.0 0.7 28 0.1 0.8 1.3 50 0.27 0.083 3

91+00N 55+75E Soil 0.6 6.3 16.4 137 0.3 7.7 6.4 506 3.29 220.2 2.7 0.2 22 0.3 0.7 1.5 44 0.24 0.117 4

91+00N 56+00E Soil 0.9 8.8 11.5 132 0.5 8.3 7.7 497 3.65 2724 5.3 0.3 48 0.5 1.2 1.1 42 0.69 0.097 6

91+00N 56+25E Soil 0.3 9.5 7.7 81 0.3 16.0 7.3 446 2.42 111.2 2.2 0.5 41 0.2 0.3 0.9 37 0.33 0.130 4

9100N 5675 Soil 0.5 11.0 8.8 87 0.3 15.6 8.6 686 2.59 112.5 3.1 0.1 45 0.2 0.3 0.8 40 0.27 0.126 5

9100N 5700 Soil 0.6 10.3 9.3 79 0.3 12.0 7.6 857 2.33 110.9 3.6 0.2 64 0.2 0.3 0.8 35 0.28 0.115 5

91+50N 54+00E Soil 0.6 7.8 12.8 114 0.5 8.2 6.2 329 3.58 264.7 0.9 0.8 14 0.3 0.6 1.0 50 0.12 0.174 3

91+50N 54+25E Soil 0.4 7.7 14.6 128 0.6 7.8 7.1 404 3.71 297.3 2.3 0.7 13 0.3 0.7 1.2 50 0.14 0.138 3

91+50N 54+50E Soil 0.5 7.8 14.1 128 0.7 9.8 6.4 378 3.42 510.1 2.6 0.6 16 0.2 0.6 1.2 47 0.14 0.108 3

91+50N 54+75E Soil 0.8 10.0 13.8 146 0.3 9.4 8.7 484 4.16 250.5 1.6 0.6 19 0.1 0.5 0.9 62 0.20 0.127 3

91+50N 55+00E Soil 0.4 15.7 6.5 103 0.4 6.2 7.7 448 3.08 370.6 4.8 0.6 15 0.2 0.8 0.5 48 0.37 0.188 3

91+50N 55+25E Soil 0.6 13.6 13.3 151 1.1 8.5 9.7 562 4.75 497.3 2.8 0.7 28 0.2 1.0 1.1 67 0.27 0.121 5

91+50N 55+50E Soil 0.7 11.2 18.2 170 0.3 9.7 8.4 654 3.88 341.5 3.1 0.7 16 0.3 1.1 1.6 57 0.18 0.115 5

91+50N 55+75E Soil 0.5 11.0 18.3 154 0.5 14.6 7.7 515 3.77 443.1 3.5 0.8 36 0.4 1.3 1.6 50 0.31 0.142 5

91+50N 56+00E Soil 0.7 10.7 19.6 136 0.2 9.8 8.2 531 3.94 520.6 3.3 0.4 29 0.4 1.3 1.6 49 0.33 0.195 5


6 of 8

ENTERRPRISE-ZEE



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Phone (604) 253-3158 Fax (604) 253-1716


2Part:

October 29, 2012

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of 1


MDL

Unit

Analyte




1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

9050N 5675 Soil 21 0.97 149 0.106 <1 2.91 0.008 0.35 4.7 0.01 3.3 0.2 <0.05 9 0.5 0.3

9050N 5700 Soil 23 0.81 118 0.091 <1 3.20 0.006 0.20 2.7 0.04 2.3 0.1 <0.05 11 0.8 <0.2

9050N 5725 Soil 22 1.06 152 0.137 1 3.40 0.007 0.36 4.3 0.04 3.5 0.2 <0.05 10 0.7 0.2

9050N 5750 Soil 18 0.63 82 0.080 <1 2.24 0.009 0.17 1.7 0.01 2.0 0.1 <0.05 9 0.8 <0.2

9050N 5775 Soil 20 0.86 157 0.102 <1 2.63 0.007 0.35 2.0 0.02 3.6 0.2 <0.05 9 <0.5 0.9

9050N 5800 Soil 18 0.43 88 0.073 <1 3.41 0.009 0.12 2.8 0.02 2.4 0.1 <0.05 10 <0.5 <0.2

9050N 5825 Soil 23 0.71 121 0.064 <1 3.24 0.007 0.17 4.1 0.02 2.7 0.1 <0.05 10 0.6 <0.2

9050N 5850 Soil 22 0.68 136 0.072 1 2.57 0.009 0.18 1.0 0.03 1.7 0.1 <0.05 12 <0.5 <0.2

9050N 5875 Soil 24 0.80 159 0.098 <1 3.28 0.011 0.22 1.4 0.02 2.5 0.1 <0.05 8 <0.5 <0.2

91+00N 54+00E Soil 12 0.57 82 0.084 <1 2.84 0.009 0.17 3.9 0.04 2.5 0.2 <0.05 11 <0.5 <0.2

91+00N 54+25E Soil 13 0.76 94 0.104 1 3.39 0.008 0.19 4.8 0.03 2.6 0.2 <0.05 12 <0.5 <0.2

91+00N 54+50E Soil 15 0.83 129 0.126 2 3.27 0.009 0.25 4.9 0.03 2.7 0.2 <0.05 14 <0.5 <0.2

91+00N 54+75E Soil 14 0.76 259 0.102 <1 3.02 0.008 0.20 5.0 0.04 2.2 0.2 <0.05 11 <0.5 <0.2

91+00N 55+00E Soil 16 1.07 214 0.124 <1 3.21 0.007 0.41 3.7 0.02 2.6 0.2 <0.05 13 <0.5 0.3

91+00N 55+25E Soil 15 0.81 225 0.091 <1 2.87 0.007 0.21 4.3 0.03 2.2 0.2 <0.05 12 <0.5 <0.2

91+00N 55+50E Soil 14 0.83 224 0.103 <1 3.02 0.006 0.25 5.2 0.04 2.5 0.2 <0.05 12 <0.5 0.2

91+00N 55+75E Soil 13 0.72 212 0.056 <1 2.53 0.011 0.25 3.2 0.02 1.8 0.2 <0.05 11 <0.5 0.2

91+00N 56+00E Soil 15 0.86 195 0.086 <1 2.45 0.009 0.27 3.7 0.03 2.7 0.2 <0.05 10 1.0 <0.2

91+00N 56+25E Soil 21 0.80 208 0.095 1 2.09 0.011 0.29 1.5 0.01 2.5 0.1 <0.05 7 <0.5 <0.2

9100N 5675 Soil 22 0.72 231 0.083 1 2.57 0.011 0.29 2.0 0.03 2.0 0.2 <0.05 8 1.0 <0.2

9100N 5700 Soil 18 0.64 210 0.058 <1 2.75 0.009 0.25 2.2 0.02 1.8 0.2 <0.05 8 <0.5 <0.2

91+50N 54+00E Soil 15 0.80 117 0.127 <1 3.42 0.008 0.24 6.3 0.02 2.7 0.1 <0.05 11 <0.5 0.2

91+50N 54+25E Soil 13 0.93 140 0.127 <1 3.27 0.007 0.32 4.0 0.03 2.8 0.2 <0.05 11 <0.5 0.2

91+50N 54+50E Soil 17 0.81 145 0.105 <1 3.21 0.007 0.22 4.6 0.04 2.6 0.2 <0.05 11 0.6 <0.2

91+50N 54+75E Soil 18 1.02 163 0.163 1 4.10 0.009 0.30 3.9 0.05 2.9 0.2 <0.05 13 <0.5 <0.2

91+50N 55+00E Soil 16 0.95 176 0.157 1 2.77 0.012 0.50 2.2 0.04 2.3 0.3 <0.05 9 <0.5 <0.2

91+50N 55+25E Soil 18 1.23 201 0.142 1 4.24 0.009 0.40 3.8 0.05 3.2 0.2 <0.05 15 <0.5 0.3

91+50N 55+50E Soil 18 0.96 171 0.102 2 3.53 0.010 0.24 6.6 0.06 2.6 0.2 <0.05 13 <0.5 0.2

91+50N 55+75E Soil 20 0.92 177 0.083 2 3.26 0.009 0.24 5.6 0.03 2.6 0.2 <0.05 11 <0.5 0.4

91+50N 56+00E Soil 15 0.82 158 0.090 1 2.64 0.010 0.31 4.8 0.02 2.2 0.2 <0.05 11 <0.5 0.4


7 of 8

ENTERRPRISE-ZEE



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Phone (604) 253-3158 Fax (604) 253-1716


1Part:

October 29, 2012

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of 1


MDL

Unit

Analyte




0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001 1

91+50N 56+25E Soil 0.7 10.0 32.2 125 0.5 9.1 7.1 671 2.93 326.8 4.4 0.5 39 0.5 0.7 2.8 46 0.33 0.124 5

91+50N 56+50E Soil 0.6 9.5 12.8 124 1.1 9.1 6.6 408 3.65 281.4 2.5 0.5 36 0.3 0.5 1.0 54 0.33 0.121 4

91+50N 56+75E Soil 0.5 13.0 15.3 138 0.7 13.7 8.6 433 3.79 247.0 2.4 0.8 28 0.3 0.5 1.2 55 0.23 0.100 4

91+50N 57+00E Soil 0.5 14.2 22.4 131 0.4 11.2 8.2 605 3.53 558.1 2.4 1.1 47 0.4 0.9 2.4 49 0.52 0.150 5

91+50N 57+25E Soil 0.9 10.3 15.5 155 0.3 9.0 6.9 691 3.30 247.8 1.9 0.4 27 0.3 0.4 1.0 48 0.19 0.076 4

91+50N 57+50E Soil 0.4 18.2 9.5 166 0.1 12.8 10.0 602 4.64 226.2 0.6 1.8 51 0.2 1.3 0.7 58 0.56 0.197 10

91+50N 57+75E Soil 0.9 11.6 10.1 127 0.2 11.0 7.9 519 3.32 153.8 5.5 0.7 15 0.2 0.4 0.7 46 0.12 0.053 6

91+50N 58+00E Soil 0.5 15.3 14.5 128 1.2 12.1 8.0 618 3.49 502.4 27.9 0.6 22 0.3 1.5 1.7 39 0.27 0.136 8

92+00N 54+00E Soil 1.0 8.1 13.4 110 0.3 6.9 5.0 317 3.52 107.3 0.6 0.8 15 <0.1 0.3 0.9 53 0.09 0.127 3

92+00N 54+25E Soil 1.0 10.5 13.3 164 0.5 11.1 7.7 449 3.95 228.7 1.8 0.6 34 0.2 0.5 1.0 56 0.14 0.087 4

92+00N 54+50E Soil 0.8 10.4 12.2 140 0.3 9.0 7.1 628 3.68 107.5 0.8 0.7 15 <0.1 0.4 0.8 57 0.10 0.065 4

92+00N 54+75E Soil 0.7 11.3 9.8 121 0.1 8.2 7.0 427 3.77 160.1 1.6 0.6 22 0.1 0.5 0.6 53 0.16 0.131 4

92+00N 55+00E Soil 0.6 10.3 20.4 158 0.3 9.4 7.8 563 4.02 261.4 1.2 0.9 22 0.2 0.6 1.7 55 0.17 0.092 4

92+00N 55+25E Soil 0.6 8.9 25.8 167 0.3 9.8 8.2 536 3.93 232.2 2.5 1.0 23 0.3 0.6 1.7 54 0.19 0.081 5

92+00N 55+50E Soil 0.6 12.0 14.9 176 0.2 12.9 8.8 494 3.78 588.5 6.9 0.9 30 0.4 0.8 1.3 52 0.29 0.087 4

92+00N 55+75E Soil 0.6 11.6 25.4 141 0.9 11.2 8.5 671 3.83 4789 19.8 1.0 38 0.6 2.1 2.5 42 0.31 0.066 8

92+00N 56+00E Soil 0.9 9.0 24.3 191 0.2 10.4 7.3 613 3.60 1218 2.7 0.5 27 0.4 0.7 2.5 50 0.23 0.065 5

92+00N 56+25E Soil 0.6 7.9 21.5 144 0.4 8.6 5.9 349 3.16 239.9 1.7 0.8 17 0.2 0.7 2.1 46 0.15 0.098 4

92+00N 56+50E Soil 0.5 17.2 21.8 161 1.2 10.1 8.8 477 4.04 613.4 3.7 1.0 18 0.5 2.0 2.6 54 0.26 0.160 5

92+00N 56+75E Soil 0.5 12.2 15.0 134 1.2 11.2 8.1 573 3.79 331.4 3.2 0.6 29 0.5 0.6 1.5 56 0.23 0.153 4

92+00N 57+00E Soil 0.6 10.3 14.5 134 0.4 10.4 7.5 528 3.38 184.4 1.4 0.5 28 0.2 0.4 1.2 51 0.17 0.118 4

92+00N 57+25E Soil 0.6 10.8 19.7 139 0.4 10.9 6.8 630 3.23 208.4 3.1 0.4 20 0.2 0.4 1.7 48 0.17 0.110 4

92+00N 57+50E Soil 0.7 13.5 10.4 119 0.5 14.0 7.8 391 3.46 207.5 2.9 0.7 23 0.2 0.6 0.9 50 0.19 0.124 4

92+00N 57+75E Soil 0.5 10.3 12.5 136 <0.1 10.9 6.9 662 3.03 119.8 1.2 0.4 24 0.2 0.5 1.1 47 0.20 0.143 3

92+00N 58+00E Soil 0.5 15.2 15.9 120 0.4 17.2 9.3 452 3.71 287.0 2.5 1.2 25 0.3 1.0 1.7 56 0.36 0.167 6

92+00N 58+25E Soil 0.6 11.3 8.4 125 0.3 11.3 7.0 463 3.23 94.9 5.9 0.4 21 0.1 0.4 0.6 49 0.20 0.122 4

92+50N 54+00E Soil 0.6 12.9 30.9 131 0.6 12.2 9.1 998 2.73 300.2 8.6 0.4 54 0.3 1.4 2.9 41 0.30 0.138 5

92+50N 54+50E Soil 0.9 9.7 12.4 153 0.3 9.5 6.6 555 3.37 218.0 1.9 0.5 18 0.2 0.6 1.0 48 0.12 0.090 4

92+50N 55+00E Soil 0.5 10.5 7.2 136 0.1 7.4 7.1 563 3.29 287.4 <0.5 0.9 23 0.2 0.6 0.5 44 0.30 0.180 4

92+50N 55+50E Soil 0.7 8.7 17.1 179 <0.1 10.4 6.9 635 3.35 270.1 1.9 0.7 26 0.3 0.9 1.5 51 0.19 0.088 4


7 of 8

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October 29, 2012

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MDL

Unit

Analyte




1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

91+50N 56+25E Soil 14 0.66 229 0.112 <1 2.08 0.013 0.28 5.0 0.04 2.2 0.2 <0.05 10 <0.5 0.4

91+50N 56+50E Soil 15 0.73 214 0.147 <1 3.48 0.012 0.24 4.2 0.03 2.6 0.2 <0.05 13 <0.5 <0.2

91+50N 56+75E Soil 20 0.98 177 0.177 1 3.45 0.011 0.34 6.2 0.03 2.9 0.2 <0.05 11 <0.5 0.4

91+50N 57+00E Soil 15 0.83 193 0.133 <1 3.18 0.011 0.27 9.3 0.01 3.3 0.2 <0.05 11 <0.5 0.6

91+50N 57+25E Soil 16 0.75 219 0.150 1 2.85 0.012 0.29 5.0 0.05 2.1 0.2 0.08 12 <0.5 0.3

91+50N 57+50E Soil 19 1.16 218 0.113 <1 3.05 0.009 0.30 3.3 0.03 4.6 0.2 <0.05 12 <0.5 <0.2

91+50N 57+75E Soil 19 0.69 139 0.170 1 3.53 0.012 0.23 2.6 0.04 2.7 0.2 <0.05 15 <0.5 <0.2

91+50N 58+00E Soil 18 0.74 192 0.046 1 2.94 0.009 0.22 5.2 0.04 2.3 0.2 <0.05 9 <0.5 0.5

92+00N 54+00E Soil 16 0.60 113 0.172 1 3.44 0.014 0.18 4.0 0.04 2.3 0.2 <0.05 16 <0.5 <0.2

92+00N 54+25E Soil 19 0.84 173 0.144 <1 3.94 0.011 0.24 5.5 0.04 2.7 0.2 <0.05 13 <0.5 0.2

92+00N 54+50E Soil 16 0.79 141 0.183 1 3.49 0.012 0.21 3.4 0.03 2.5 0.2 0.06 15 <0.5 <0.2

92+00N 54+75E Soil 16 0.83 153 0.143 <1 3.40 0.012 0.23 2.4 0.04 2.5 0.2 <0.05 13 <0.5 <0.2

92+00N 55+00E Soil 16 0.93 167 0.177 1 3.87 0.010 0.25 3.2 0.03 3.1 0.2 0.06 14 <0.5 0.4

92+00N 55+25E Soil 16 0.93 138 0.128 1 3.82 0.011 0.26 3.7 0.04 3.0 0.2 <0.05 14 <0.5 0.2

92+00N 55+50E Soil 20 0.91 154 0.132 1 3.61 0.009 0.28 5.7 0.03 2.9 0.2 <0.05 12 <0.5 0.4

92+00N 55+75E Soil 16 0.79 115 0.123 <1 3.04 0.010 0.33 11.3 0.03 2.9 0.2 <0.05 9 0.7 0.6

92+00N 56+00E Soil 18 0.80 148 0.127 <1 2.73 0.010 0.26 8.0 0.02 2.3 0.1 <0.05 12 <0.5 0.3

92+00N 56+25E Soil 15 0.68 125 0.133 <1 3.16 0.012 0.26 9.7 0.03 2.4 0.2 <0.05 12 <0.5 0.3

92+00N 56+50E Soil 16 0.96 135 0.092 <1 3.55 0.009 0.33 13.3 0.03 3.6 0.2 <0.05 11 <0.5 0.6

92+00N 56+75E Soil 18 0.94 154 0.164 <1 3.59 0.009 0.34 6.3 0.04 2.9 0.2 0.07 12 <0.5 0.2

92+00N 57+00E Soil 18 0.77 162 0.157 <1 3.40 0.011 0.30 5.3 0.06 2.5 0.2 <0.05 12 <0.5 <0.2

92+00N 57+25E Soil 18 0.71 200 0.136 <1 2.91 0.011 0.24 7.8 0.07 2.1 0.2 <0.05 12 <0.5 <0.2

92+00N 57+50E Soil 20 0.86 158 0.156 1 3.65 0.008 0.29 4.1 0.04 2.9 0.2 <0.05 10 <0.5 <0.2

92+00N 57+75E Soil 17 0.70 201 0.133 1 2.25 0.010 0.24 4.0 0.06 1.9 0.2 0.06 10 <0.5 0.2

92+00N 58+00E Soil 21 0.96 161 0.156 <1 2.95 0.011 0.43 7.4 0.03 3.2 0.2 <0.05 10 <0.5 0.3

92+00N 58+25E Soil 21 0.71 197 0.120 1 3.28 0.012 0.25 2.7 0.03 2.3 0.3 0.10 11 <0.5 <0.2

92+50N 54+00E Soil 16 0.68 199 0.097 1 1.93 0.011 0.24 9.1 0.05 2.1 0.2 <0.05 8 <0.5 0.6

92+50N 54+50E Soil 16 0.72 147 0.125 <1 3.98 0.010 0.21 5.6 0.04 2.2 0.2 <0.05 13 <0.5 <0.2

92+50N 55+00E Soil 14 0.79 145 0.143 <1 3.43 0.011 0.28 3.3 0.02 3.1 0.2 <0.05 11 <0.5 <0.2

92+50N 55+50E Soil 17 0.76 162 0.123 1 2.79 0.012 0.24 5.6 0.02 2.4 0.2 0.05 12 <0.5 0.4


8 of 8

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October 29, 2012

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MDL

Unit

Analyte




0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001 1

92+50N 56+00E Soil 0.4 10.2 24.4 128 0.5 10.0 6.2 413 3.29 447.9 3.1 0.7 27 0.4 1.2 2.7 40 0.30 0.147 4

92+50N 56+50E Soil 0.4 11.3 28.6 134 0.9 8.5 5.8 521 3.03 225.4 3.4 0.6 45 0.6 1.1 3.9 38 0.22 0.114 5

92+50N 57+00E Soil 0.4 10.2 9.8 98 0.4 9.6 6.3 391 2.77 132.5 <0.5 0.4 18 0.4 0.5 1.0 36 0.17 0.123 4

92+50N 57+50E Soil 0.4 10.5 11.1 96 0.7 10.1 5.5 370 2.92 165.9 <0.5 0.7 23 0.7 0.4 1.2 37 0.24 0.183 4

93+00N 54+00E Soil 0.6 8.6 10.6 152 0.1 10.2 7.3 414 4.02 162.8 <0.5 1.2 36 0.2 0.6 0.9 52 0.26 0.106 6

93+00N 54+50E Soil 0.6 11.4 7.8 187 0.3 10.8 7.7 429 3.85 164.4 4.0 1.3 28 0.3 0.5 0.7 50 0.25 0.225 4

93+00N 55+00E Soil 0.4 11.5 29.0 113 0.6 12.4 7.5 578 2.98 474.2 13.8 0.7 54 0.6 1.7 3.7 36 0.35 0.142 6

93+00N 55+50E Soil 0.5 9.6 30.7 127 0.7 15.8 6.3 337 3.42 290.7 7.2 0.9 48 0.6 1.1 3.5 44 0.26 0.104 5

93+00N 56+00E Soil 0.7 7.8 18.1 133 0.4 9.3 5.6 522 3.02 150.1 4.0 0.2 28 0.2 0.6 2.2 40 0.15 0.075 4

9300N 5650E Soil 0.6 7.4 13.6 108 0.4 7.7 4.6 363 2.87 110.5 3.1 0.4 23 0.3 0.5 1.2 37 0.10 0.078 5

9300N 5700E Soil 0.6 9.0 12.0 103 0.4 8.7 5.3 635 2.91 105.5 2.6 0.6 22 0.2 0.4 1.2 38 0.16 0.136 4

9300N 5750E Soil 0.3 10.8 20.2 114 0.5 9.6 6.6 461 3.02 250.0 2.8 0.9 32 0.4 0.6 2.9 39 0.30 0.160 5

93+50N 54+00E Soil 0.4 7.8 18.8 92 0.7 4.8 4.2 305 2.17 338.2 6.0 0.7 211 0.4 1.1 1.8 25 2.23 0.092 4

93+50N 54+50E Soil 0.7 10.9 14.4 137 <0.1 13.7 6.7 326 4.09 143.0 3.6 1.2 29 0.2 0.6 1.5 53 0.17 0.165 4

93+50N 55+00E Soil 0.6 16.8 23.9 188 0.4 11.4 8.7 426 4.05 363.7 4.2 1.3 60 0.5 2.0 3.4 43 0.23 0.127 6

93+50N 55+50E Soil 0.4 13.7 28.3 153 0.5 20.0 9.0 425 3.89 317.7 21.9 1.3 48 1.0 1.6 2.5 49 0.42 0.127 7

93+50N 56+00E Soil I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S.

9350N 5650E Soil 0.3 12.3 53.2 148 0.8 5.3 7.0 623 3.46 423.1 31.8 1.3 94 1.1 2.9 9.9 37 0.48 0.160 7

9350N 5700E Soil 0.4 13.6 35.9 131 0.9 9.6 7.3 435 3.20 671.9 25.7 1.6 162 0.8 2.1 6.6 33 0.50 0.167 7

9350N 5750E Soil 0.4 11.5 11.1 90 0.3 12.2 6.4 302 2.83 197.9 2.8 1.3 38 0.5 0.8 1.7 38 0.41 0.191 6


8 of 8

ENTERRPRISE-ZEE



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2Part:

October 29, 2012

www.acmelab.com



of 1


MDL

Unit

Analyte




1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

92+50N 56+00E Soil 13 0.77 157 0.109 3 3.05 0.009 0.28 7.4 0.03 2.7 0.2 <0.05 10 <0.5 0.5

92+50N 56+50E Soil 13 0.68 148 0.100 5 3.35 0.012 0.26 4.5 0.03 2.6 0.2 0.05 11 0.9 0.4

92+50N 57+00E Soil 12 0.74 136 0.117 3 2.83 0.010 0.29 3.7 0.05 2.5 0.2 0.08 9 1.2 <0.2

92+50N 57+50E Soil 14 0.72 145 0.115 <1 3.00 0.009 0.26 4.3 0.04 2.9 0.1 <0.05 9 0.6 <0.2

93+00N 54+00E Soil 16 0.93 168 0.116 2 3.79 0.013 0.26 7.7 0.02 3.6 0.2 <0.05 15 0.7 <0.2

93+00N 54+50E Soil 16 0.89 236 0.197 <1 3.80 0.013 0.30 5.7 0.03 3.3 0.3 <0.05 13 0.7 <0.2

93+00N 55+00E Soil 13 0.77 155 0.082 <1 2.17 0.010 0.27 11.0 0.01 2.7 0.2 <0.05 8 0.8 0.5

93+00N 55+50E Soil 18 0.80 137 0.105 <1 3.13 0.011 0.21 15.9 0.03 2.8 0.2 <0.05 11 0.6 0.4

93+00N 56+00E Soil 14 0.61 150 0.096 <1 2.46 0.009 0.23 3.8 0.04 1.8 0.2 0.05 12 <0.5 <0.2

9300N 5650E Soil 12 0.54 138 0.120 <1 3.44 0.012 0.18 3.0 0.04 2.3 0.2 0.07 13 1.1 0.3

9300N 5700E Soil 12 0.59 129 0.117 1 2.82 0.010 0.19 3.1 0.05 2.5 0.2 0.07 11 <0.5 0.3

9300N 5750E Soil 13 0.75 149 0.113 2 2.53 0.011 0.31 8.1 0.01 2.8 0.2 <0.05 9 0.8 0.4

93+50N 54+00E Soil 6 0.46 128 0.028 <1 5.14 0.008 0.29 4.2 0.03 2.3 <0.1 <0.05 13 0.7 <0.2

93+50N 54+50E Soil 19 0.82 169 0.157 <1 3.52 0.012 0.26 6.1 0.03 3.2 0.2 <0.05 13 <0.5 <0.2

93+50N 55+00E Soil 15 0.95 164 0.066 <1 3.49 0.010 0.23 12.5 0.01 3.7 0.2 <0.05 11 0.6 0.6

93+50N 55+50E Soil 22 0.99 201 0.125 <1 2.74 0.012 0.37 11.1 <0.01 3.4 0.2 <0.05 10 <0.5 0.2

93+50N 56+00E Soil I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S.

9350N 5650E Soil 8 0.77 187 0.113 <1 2.19 0.008 0.42 16.2 <0.01 3.5 0.2 <0.05 9 <0.5 1.9

9350N 5700E Soil 12 0.71 165 0.091 <1 2.32 0.011 0.28 47.2 <0.01 3.3 0.2 <0.05 8 <0.5 1.3

9350N 5750E Soil 15 0.68 124 0.105 <1 2.47 0.010 0.26 6.9 0.04 2.8 0.2 <0.05 8 0.7 0.3


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0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001 1

Pulp Duplicates

86+00N 58+00E Soil 0.5 12.2 9.7 105 0.2 13.2 6.4 390 2.85 158.9 2.7 0.6 27 0.1 0.2 0.6 47 0.26 0.151 5

REP 86+00N 58+00E QC 0.6 12.7 9.8 109 0.3 13.0 6.2 383 2.81 161.6 1.2 0.6 27 <0.1 0.3 0.7 48 0.26 0.162 5

8800N 5750 Soil 1.0 15.2 10.3 86 0.2 16.0 7.2 360 2.82 668.2 1.9 0.2 19 0.2 0.6 1.1 43 0.21 0.090 5

REP 8800N 5750 QC 1.1 15.6 10.4 89 0.3 16.4 7.6 361 2.87 692.8 2.4 0.2 20 0.2 0.7 1.1 44 0.21 0.094 6

88+50N 55+75E Soil 0.7 11.7 10.2 64 0.7 8.7 4.0 124 2.65 139.5 1.8 0.3 13 <0.1 0.4 0.7 54 0.08 0.066 3

REP 88+50N 55+75E QC 0.7 11.7 10.3 66 0.8 8.8 4.0 130 2.81 148.9 1.3 0.4 13 0.1 0.4 0.7 55 0.09 0.060 3

8900N 5850 Soil 0.5 13.4 9.3 110 0.2 14.1 8.3 891 2.76 105.6 1.5 0.4 27 0.2 0.2 0.8 44 0.25 0.154 4

REP 8900N 5850 QC 0.4 12.5 8.9 104 0.2 12.8 7.2 792 2.71 100.5 1.5 0.4 25 0.2 0.3 0.8 44 0.27 0.137 4

8950N 5550 Soil 0.7 34.2 14.7 115 0.2 26.2 13.1 581 4.22 597.7 6.1 0.7 26 0.2 1.8 1.2 90 0.34 0.121 6

REP 8950N 5550 QC 0.8 35.7 15.0 124 0.2 27.5 13.6 614 4.38 598.6 5.2 0.6 27 0.2 2.0 1.3 82 0.35 0.128 6

90+00N 58+25E Soil 0.6 9.2 10.1 131 0.8 11.4 6.7 1476 2.69 61.8 4.4 0.1 27 0.3 0.4 0.7 36 0.16 0.102 4

REP 90+00N 58+25E QC 0.7 9.4 10.1 133 0.7 11.6 6.8 1510 2.71 62.7 2.9 0.1 28 0.2 0.3 0.7 37 0.17 0.102 4

9050N 5475 Soil 0.6 9.0 9.5 110 0.6 11.7 6.8 594 2.97 146.8 3.5 0.1 25 0.2 0.4 0.8 44 0.23 0.123 4

REP 9050N 5475 QC 0.5 9.4 10.1 115 0.7 12.6 7.4 617 3.07 156.8 2.6 0.1 27 0.2 0.4 0.9 45 0.23 0.132 4

91+50N 54+00E Soil 0.6 7.8 12.8 114 0.5 8.2 6.2 329 3.58 264.7 0.9 0.8 14 0.3 0.6 1.0 50 0.12 0.174 3

REP 91+50N 54+00E QC 0.6 7.7 12.5 114 0.5 9.4 6.3 336 3.66 269.6 3.0 0.8 14 0.3 0.5 1.0 49 0.12 0.168 3

91+50N 55+75E Soil 0.5 11.0 18.3 154 0.5 14.6 7.7 515 3.77 443.1 3.5 0.8 36 0.4 1.3 1.6 50 0.31 0.142 5

REP 91+50N 55+75E QC 0.5 11.1 18.2 158 0.5 15.1 8.0 521 3.86 452.3 3.6 0.7 36 0.4 1.3 1.7 53 0.32 0.139 5

92+00N 58+00E Soil 0.5 15.2 15.9 120 0.4 17.2 9.3 452 3.71 287.0 2.5 1.2 25 0.3 1.0 1.7 56 0.36 0.167 6

REP 92+00N 58+00E QC 0.5 15.3 16.0 122 0.4 17.1 9.2 445 3.74 277.6 3.9 1.3 24 0.3 1.0 1.8 55 0.34 0.166 6

93+00N 54+00E Soil 0.6 8.6 10.6 152 0.1 10.2 7.3 414 4.02 162.8 <0.5 1.2 36 0.2 0.6 0.9 52 0.26 0.106 6

REP 93+00N 54+00E QC 0.7 9.2 10.3 158 0.2 10.2 7.3 415 3.98 162.0 <0.5 1.1 34 0.2 0.7 0.9 50 0.26 0.107 6

Reference Materials

STD DS9 Standard 13.2 106.1 106.2 300 1.8 40.7 7.6 618 2.40 23.9 106.2 5.0 59 2.1 4.6 5.1 42 0.69 0.079 12

STD DS9 Standard 11.6 93.2 117.3 296 1.8 38.6 6.7 545 2.21 22.6 116.7 5.4 60 2.2 5.1 6.1 34 0.66 0.075 11

STD DS9 Standard 12.9 104.4 117.9 294 1.8 38.5 7.2 562 2.21 24.8 121.5 6.3 71 2.2 5.5 6.5 40 0.70 0.081 14

STD DS9 Standard 13.5 116.6 126.8 311 1.9 43.7 8.2 597 2.37 24.3 117.9 6.2 66 2.1 5.3 5.7 47 0.72 0.085 13

STD DS9 Standard 12.0 100.1 113.0 277 1.8 38.3 7.1 551 2.16 24.7 113.4 4.8 54 2.1 4.1 4.6 38 0.67 0.074 9

MDL

Unit

Analyte

Method


ENTERRPRISE-ZEE




Project:

Report Date:

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Phone (604) 253-3158 Fax (604) 253-1716







1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

Pulp Duplicates

86+00N 58+00E Soil 22 0.67 167 0.117 1 2.67 0.011 0.19 0.6 0.04 2.8 0.1 <0.05 10 <0.5 <0.2

REP 86+00N 58+00E QC 22 0.65 163 0.133 1 2.68 0.011 0.19 0.7 0.04 2.9 0.1 0.06 10 <0.5 <0.2

8800N 5750 Soil 24 0.66 103 0.078 <1 2.55 0.010 0.18 1.1 0.03 2.3 0.1 0.11 10 <0.5 0.3

REP 8800N 5750 QC 24 0.67 107 0.098 <1 2.51 0.011 0.18 1.3 0.03 2.4 0.1 0.16 10 <0.5 0.2

88+50N 55+75E Soil 20 0.40 75 0.097 <1 2.88 0.008 0.12 2.1 0.05 2.2 0.1 <0.05 11 0.6 <0.2

REP 88+50N 55+75E QC 21 0.42 80 0.104 <1 3.05 0.019 0.12 1.8 0.05 2.4 0.1 <0.05 12 0.6 <0.2

8900N 5850 Soil 20 0.72 157 0.141 <1 2.61 0.011 0.27 1.5 0.03 2.7 0.2 <0.05 8 <0.5 <0.2

REP 8900N 5850 QC 19 0.70 145 0.139 <1 2.40 0.012 0.27 1.4 0.02 2.2 0.2 <0.05 8 <0.5 <0.2

8950N 5550 Soil 40 1.20 206 0.130 <1 3.12 0.010 0.53 2.7 0.02 5.5 0.2 <0.05 11 <0.5 0.3

REP 8950N 5550 QC 42 1.26 215 0.136 1 3.21 0.008 0.55 3.4 0.03 5.4 0.2 <0.05 11 <0.5 0.3

90+00N 58+25E Soil 18 0.60 242 0.084 1 2.50 0.008 0.21 1.8 0.07 1.6 0.1 <0.05 11 <0.5 <0.2

REP 90+00N 58+25E QC 18 0.62 241 0.086 <1 2.51 0.008 0.21 1.7 0.07 1.6 0.2 <0.05 11 <0.5 <0.2

9050N 5475 Soil 18 0.72 143 0.074 <1 2.56 0.008 0.23 1.9 0.03 1.6 0.1 <0.05 10 0.5 <0.2

REP 9050N 5475 QC 18 0.72 149 0.090 <1 2.52 0.009 0.26 2.6 0.04 1.6 0.2 <0.05 11 0.7 <0.2

91+50N 54+00E Soil 15 0.80 117 0.127 <1 3.42 0.008 0.24 6.3 0.02 2.7 0.1 <0.05 11 <0.5 0.2

REP 91+50N 54+00E QC 15 0.81 115 0.131 <1 3.48 0.007 0.25 6.0 0.03 2.8 0.2 <0.05 11 <0.5 <0.2

91+50N 55+75E Soil 20 0.92 177 0.083 2 3.26 0.009 0.24 5.6 0.03 2.6 0.2 <0.05 11 <0.5 0.4

REP 91+50N 55+75E QC 21 0.96 184 0.090 2 3.33 0.009 0.25 5.7 0.04 2.5 0.2 <0.05 12 <0.5 0.4

92+00N 58+00E Soil 21 0.96 161 0.156 <1 2.95 0.011 0.43 7.4 0.03 3.2 0.2 <0.05 10 <0.5 0.3

REP 92+00N 58+00E QC 22 0.98 160 0.158 1 2.95 0.011 0.41 7.4 0.03 3.1 0.2 <0.05 10 <0.5 0.4

93+00N 54+00E Soil 16 0.93 168 0.116 2 3.79 0.013 0.26 7.7 0.02 3.6 0.2 <0.05 15 0.7 <0.2

REP 93+00N 54+00E QC 15 0.94 168 0.139 2 3.79 0.013 0.27 8.6 0.02 3.5 0.2 <0.05 15 0.7 <0.2

Reference Materials

STD DS9 Standard 125 0.55 290 0.099 <1 0.94 0.097 0.35 3.0 0.18 2.5 5.1 0.14 4 5.7 4.9

STD DS9 Standard 126 0.59 279 0.086 2 0.88 0.077 0.38 2.8 0.21 2.4 5.2 0.11 4 5.7 4.8

STD DS9 Standard 117 0.60 298 0.111 3 0.91 0.084 0.38 2.9 0.19 2.8 5.2 0.19 4 4.9 4.8

STD DS9 Standard 132 0.67 292 0.112 3 0.97 0.083 0.39 3.0 0.24 2.4 5.6 0.33 5 5.5 5.1

STD DS9 Standard 113 0.59 262 0.083 1 0.82 0.078 0.35 2.5 0.20 2.2 4.9 0.08 4 5.0 4.4

MDL

Unit

Analyte

Method


ENTERRPRISE-ZEE




Project:

Report Date:

www.acmelab.com

Phone (604) 253-3158 Fax (604) 253-1716







0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001 1

STD DS9 Standard 12.3 106.3 120.5 303 1.8 38.9 7.8 613 2.45 25.7 113.6 6.4 73 2.0 5.7 6.7 42 0.80 0.080 13

STD DS9 Standard 13.2 109.9 131.6 302 1.7 40.9 7.6 585 2.35 25.9 112.5 6.6 74 2.5 5.3 5.5 41 0.74 0.084 14

STD DS9 Expected 12.84 108 126 317 1.83 40.3 7.6 575 2.33 25.5 118 6.38 69.6 2.4 4.94 6.32 40 0.7201 0.0819 13.3

BLK Blank <0.1 0.2 <0.1 <1 <0.1 <0.1 <0.1 <1 <0.01 <0.5 <0.5 <0.1 <1 <0.1 <0.1 <0.1 <2 <0.01 <0.001 <1

BLK Blank <0.1 <0.1 <0.1 <1 <0.1 <0.1 <0.1 <1 <0.01 <0.5 <0.5 <0.1 <1 <0.1 <0.1 <0.1 <2 <0.01 <0.001 <1

BLK Blank <0.1 <0.1 <0.1 <1 <0.1 <0.1 <0.1 <1 <0.01 <0.5 <0.5 <0.1 <1 <0.1 <0.1 <0.1 <2 <0.01 <0.001 <1

BLK Blank <0.1 0.2 <0.1 <1 <0.1 <0.1 <0.1 <1 <0.01 0.6 <0.5 <0.1 <1 <0.1 <0.1 <0.1 <2 <0.01 <0.001 <1

BLK Blank <0.1 0.1 <0.1 <1 <0.1 <0.1 <0.1 <1 <0.01 <0.5 <0.5 <0.1 <1 <0.1 <0.1 <0.1 <2 <0.01 <0.001 <1

BLK Blank <0.1 <0.1 <0.1 <1 <0.1 <0.1 <0.1 <1 <0.01 <0.5 <0.5 <0.1 <1 <0.1 <0.1 <0.1 <2 <0.01 <0.001 <1

BLK Blank <0.1 <0.1 <0.1 <1 <0.1 <0.1 <0.1 <1 <0.01 <0.5 <0.5 <0.1 <1 <0.1 <0.1 <0.1 <2 <0.01 <0.001 <1


ENTERRPRISE-ZEE




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Report Date:

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1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

STD DS9 Standard 121 0.68 309 0.110 3 0.93 0.085 0.41 3.0 0.22 3.0 5.7 0.15 5 6.3 5.0

STD DS9 Standard 122 0.55 291 0.117 3 0.93 0.066 0.39 2.6 0.26 2.5 5.6 0.16 5 5.3 5.2

STD DS9 Expected 121 0.6165 295 0.1108 0.9577 0.0853 0.395 2.89 0.2 2.5 5.3 0.1615 4.59 5.2 5.02

BLK Blank <1 <0.01 <1 <0.001 <1 <0.01 <0.001 <0.01 <0.1 <0.01 <0.1 <0.1 <0.05 <1 <0.5 <0.2

BLK Blank <1 <0.01 <1 <0.001 <1 <0.01 <0.001 <0.01 <0.1 <0.01 <0.1 <0.1 <0.05 <1 <0.5 <0.2

BLK Blank <1 <0.01 <1 <0.001 <1 <0.01 <0.001 <0.01 <0.1 <0.01 <0.1 <0.1 0.06 <1 <0.5 <0.2

BLK Blank 1 <0.01 <1 <0.001 <1 <0.01 <0.001 <0.01 <0.1 <0.01 <0.1 <0.1 <0.05 <1 <0.5 <0.2

BLK Blank <1 <0.01 <1 <0.001 <1 <0.01 <0.001 <0.01 <0.1 <0.01 <0.1 <0.1 <0.05 <1 <0.5 <0.2

BLK Blank <1 <0.01 <1 <0.001 <1 <0.01 <0.001 <0.01 <0.1 <0.01 0.1 <0.1 <0.05 <1 <0.5 <0.2

BLK Blank <1 <0.01 <1 <0.001 <1 <0.01 <0.001 <0.01 <0.1 <0.01 <0.1 <0.1 <0.05 <1 <0.5 <0.2



Client:

Submitted By:

Receiving Lab:

Received:

Report Date:

Page:



David R. Deering

Canada-Vancouver

September 20, 2012

Method

Code


Status


Test

Wgt (g)

Number of

Samples

Lab




ADDITIONAL COMMENTS

John WaltherCC:

Invoice To:





Return

DISP-RJT-SOIL

RTRN-PLP

3

ENTERRPRISE-ZEE

Number of Samples:

P.O. Number

Shipment ID:

Project:

SAMPLE DISPOSAL



DRD Consulting



CANADA

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DRD Consulting


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October 25, 2012

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of 1


MDL

Unit

Analyte




0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001 1

9050N 5650 Soil 0.2 32.1 532.3 737 14.9 6.5 15.0 1718 5.72 5224 271.2 1.5 32 8.1 64.9 58.4 42 0.61 0.127 14

8900N 5869 Soil 0.3 10.0 5983 1655 42.3 1.6 3.3 516 6.33 8822 145.1 0.8 2 32.0 15.0 567.0 99 0.01 0.048 6



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MDL

Unit

Analyte




1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

9050N 5650 Soil 7 0.45 301 0.002 <1 1.42 0.003 0.15 34.3 <0.01 5.4 0.1 <0.05 6 0.6 13.1

8900N 5869 Soil 6 0.04 31 0.003 <1 0.41 <0.001 0.05 >100 0.16 1.2 <0.1 <0.05 4 0.9 54.1



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0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001 1

Pulp Duplicates

8900N 5869 Soil 0.3 10.0 5983 1655 42.3 1.6 3.3 516 6.33 8822 145.1 0.8 2 32.0 15.0 567.0 99 0.01 0.048 6

REP 8900N 5869 QC 0.3 10.0 6091 1709 42.1 1.2 3.4 509 6.43 8981 147.9 0.8 2 31.5 15.5 570.2 100 0.02 0.050 6


REP 90+69N 56+40E QC I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S.

Reference Materials

STD DS9 Standard 12.3 106.3 120.5 303 1.8 38.9 7.8 613 2.45 25.7 113.6 6.4 73 2.0 5.7 6.7 42 0.80 0.080 13

STD DS9 Standard 13.2 109.9 131.6 302 1.7 40.9 7.6 585 2.35 25.9 112.5 6.6 74 2.5 5.3 5.5 41 0.74 0.084 14

STD DS9 Expected 12.84 108 126 317 1.83 40.3 7.6 575 2.33 25.5 118 6.38 69.6 2.4 4.94 6.32 40 0.7201 0.0819 13.3

BLK Blank <0.1 <0.1 <0.1 <1 <0.1 <0.1 <0.1 <1 <0.01 <0.5 <0.5 <0.1 <1 <0.1 <0.1 <0.1 <2 <0.01 <0.001 <1

BLK Blank <0.1 <0.1 <0.1 <1 <0.1 <0.1 <0.1 <1 <0.01 <0.5 <0.5 <0.1 <1 <0.1 <0.1 <0.1 <2 <0.01 <0.001 <1

MDL

Unit

Analyte

Method


ENTERRPRISE-ZEE




Project:

Report Date:

www.acmelab.com

Phone (604) 253-3158 Fax (604) 253-1716







1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

Pulp Duplicates

8900N 5869 Soil 6 0.04 31 0.003 <1 0.41 <0.001 0.05 >100 0.16 1.2 <0.1 <0.05 4 0.9 54.1

REP 8900N 5869 QC 7 0.04 31 0.003 <1 0.42 <0.001 0.06 >100 0.14 1.2 <0.1 <0.05 4 1.3 57.4


REP 90+69N 56+40E QC I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S.

Reference Materials

STD DS9 Standard 121 0.68 309 0.110 3 0.93 0.085 0.41 3.0 0.22 3.0 5.7 0.15 5 6.3 5.0

STD DS9 Standard 122 0.55 291 0.117 3 0.93 0.066 0.39 2.6 0.26 2.5 5.6 0.16 5 5.3 5.2

STD DS9 Expected 121 0.6165 295 0.1108 0.9577 0.0853 0.395 2.89 0.2 2.5 5.3 0.1615 4.59 5.2 5.02

BLK Blank <1 <0.01 <1 <0.001 <1 <0.01 <0.001 <0.01 <0.1 <0.01 0.1 <0.1 <0.05 <1 <0.5 <0.2

BLK Blank <1 <0.01 <1 <0.001 <1 <0.01 <0.001 <0.01 <0.1 <0.01 <0.1 <0.1 <0.05 <1 <0.5 <0.2

MDL

Unit

Analyte

Method



Client:

Submitted By:

Receiving Lab:

Received:

Report Date:

Page:



David R. Deering

Canada-Vancouver

September 20, 2012

Method

Code


Status


Test

Wgt (g)

Number of

Samples

Lab



ADDITIONAL COMMENTS

John WaltherCC:

Invoice To:




ReturnRTRN-PLP

1

ENTERRPRISE-ZEE

Number of Samples:

P.O. Number

Shipment ID:

Project:

SAMPLE DISPOSAL



DRD Consulting



CANADA

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October 25, 2012

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of 1


MDL

Unit

Analyte




0.01 0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001

G1 Prep Blank <0.01 0.1 2.5 2.9 48 <0.1 3.9 4.4 585 2.01 0.6 2.7 4.7 64 <0.1 <0.1 0.1 36 0.47 0.077

92+13N 56+22E Rock Chip <0.01 0.2 6.1 8.1 87 0.4 2.0 2.9 316 1.89 698.9 6.0 1.3 18 0.8 1.1 0.9 10 0.29 0.073


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MDL

Unit

Analyte




1 1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

G1 Prep Blank 11 10 0.58 223 0.126 1 1.02 0.095 0.50 0.1 <0.01 2.5 0.3 <0.05 5 <0.5 <0.2

92+13N 56+22E Rock Chip 7 4 0.39 53 0.011 3 0.98 0.039 0.23 5.1 <0.01 1.8 <0.1 <0.05 4 <0.5 0.3


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Report Date:

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0.01 0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001

Reference Materials

STD DS9 Standard 13.4 114.5 117.2 308 1.8 42.3 7.9 583 2.39 25.9 130.3 6.4 69 2.3 5.3 6.0 41 0.76 0.081

STD DS9 Expected 12.84 108 126 317 1.83 40.3 7.6 575 2.33 25.5 118 6.38 69.6 2.4 4.94 6.32 40 0.7201 0.0819

BLK Blank <0.1 0.5 <0.1 <1 <0.1 <0.1 <0.1 <1 <0.01 <0.5 <0.5 <0.1 <1 <0.1 <0.1 <0.1 <2 <0.01 <0.001

Prep Wash

G1 Prep Blank <0.01 0.1 2.5 2.9 48 <0.1 3.9 4.4 585 2.01 0.6 2.7 4.7 64 <0.1 <0.1 0.1 36 0.47 0.077

MDL

Unit

Analyte

Method


ENTERRPRISE-ZEE




Project:

Report Date:

www.acmelab.com

Phone (604) 253-3158 Fax (604) 253-1716







1 1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

Reference Materials

STD DS9 Standard 15 127 0.64 309 0.126 2 1.02 0.089 0.40 3.2 0.20 2.6 5.6 0.17 5 5.3 5.0

STD DS9 Expected 13.3 121 0.6165 295 0.1108 0.9577 0.0853 0.395 2.89 0.2 2.5 5.3 0.1615 4.59 5.2 5.02

BLK Blank <1 <1 <0.01 <1 <0.001 <1 <0.01 <0.001 <0.01 <0.1 <0.01 <0.1 <0.1 <0.05 <1 <0.5 <0.2

Prep Wash

G1 Prep Blank 11 10 0.58 223 0.126 1 1.02 0.095 0.50 0.1 <0.01 2.5 0.3 <0.05 5 <0.5 <0.2

MDL

Unit

Analyte

Method



Client:

Submitted By:

Receiving Lab:

Received:

Report Date:

Page:



David R. Deering

Canada-Vancouver

September 20, 2012

Method

Code


Status


Test

Wgt (g)

Number of

Samples

Lab




ADDITIONAL COMMENTS

John WaltherCC:

Invoice To:





Return

DISP-RJT-SOIL

RTRN-PLP

3

ENTERRPRISE-ZEE

Number of Samples:

P.O. Number

Shipment ID:

Project:

SAMPLE DISPOSAL



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October 25, 2012

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MDL

Unit

Analyte




0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001 1

90+00N 58+61E Moss 0.8 7.7 9.2 78 0.5 8.2 4.3 666 1.43 335.7 5.9 <0.1 92 0.5 0.6 2.3 25 1.33 0.124 3

92+13N 56+22E Moss I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S.

93+20N 54+15E Moss I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S.


2 of 2

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MDL

Unit

Analyte




1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

90+00N 58+61E Moss 13 0.37 126 0.036 2 1.20 0.007 0.21 6.9 0.10 0.8 <0.1 0.24 6 0.6 <0.2

92+13N 56+22E Moss I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S.

93+20N 54+15E Moss I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S. I.S.


ENTERRPRISE-ZEE




Project:

Report Date:

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0.1 0.1 0.1 1 0.1 0.1 0.1 1 0.01 0.5 0.5 0.1 1 0.1 0.1 0.1 2 0.01 0.001 1

Reference Materials

STD DS9 Standard 12.3 106.3 120.5 303 1.8 38.9 7.8 613 2.45 25.7 113.6 6.4 73 2.0 5.7 6.7 42 0.80 0.080 13

STD DS9 Expected 12.84 108 126 317 1.83 40.3 7.6 575 2.33 25.5 118 6.38 69.6 2.4 4.94 6.32 40 0.7201 0.0819 13.3

BLK Blank <0.1 <0.1 <0.1 <1 <0.1 <0.1 <0.1 <1 <0.01 <0.5 <0.5 <0.1 <1 <0.1 <0.1 <0.1 <2 <0.01 <0.001 <1

MDL

Unit

Analyte

Method


ENTERRPRISE-ZEE




Project:

Report Date:

www.acmelab.com

Phone (604) 253-3158 Fax (604) 253-1716







1 0.01 1 0.001 1 0.01 0.001 0.01 0.1 0.01 0.1 0.1 0.05 1 0.5 0.2

Reference Materials

STD DS9 Standard 121 0.68 309 0.110 3 0.93 0.085 0.41 3.0 0.22 3.0 5.7 0.15 5 6.3 5.0

STD DS9 Expected 121 0.6165 295 0.1108 0.9577 0.0853 0.395 2.89 0.2 2.5 5.3 0.1615 4.59 5.2 5.02

BLK Blank <1 <0.01 <1 <0.001 <1 <0.01 <0.001 <0.01 <0.1 <0.01 0.1 <0.1 <0.05 <1 <0.5 <0.2

MDL

Unit

Analyte

Method


Appendix 3

Soil, Moss and Rock Sample Location Information


99

UTM Nad83 Zone 10NSample Type Location Easting Northing

2750N 1050 E Soil WML 571050 55927502750N 1075 E Soil WML 571075 55927502750N 1100 E Soil WML 571100 55927502750N 1125 E Soil WML 571125 55927502750N 1150 E Soil WML 571150 55927502750N 1175 E Soil WML 571175 55927502750N 1200 E Soil WML 571200 55927502750N 1225 E Soil WML 571225 55927502750N 1250 E Soil WML 571250 55927502750N 1275 E Soil WML 571275 55927502750N 1300 E Soil WML 571300 55927502750N 1325 E Soil WML 571325 55927502800N 1100 E Soil WML 571100 55928002800N 1175 E Soil WML 571175 55928002800N 1225 E Soil WML 571225 55928002800N 1250 E Soil WML 571250 55928002800N 1275 E Soil WML 571275 55928002800N 1300 E Soil WML 571300 55928002850N 1125 E Soil WML 571125 55928502850N 1150 E Soil WML 571150 55928502850N 1175 E Soil WML 571175 55928502850N 1200 E Soil WML 571200 55928502850N 1225 E Soil WML 571225 55928502850N 1250 E Soil WML 571250 55928502850N 1275 E Soil WML 571275 55928502850N 1300 E Soil WML 571300 55928502900N 1125 E Soil WML 571125 55929002900N 1150 E Soil WML 571150 55929002900N 1175 E Soil WML 571175 55929002900N 1200 E Soil WML 571200 55929002900N 1225 E Soil WML 571225 55929002900N 1250 E Soil WML 571250 55929002900N 1275 E Soil WML 571275 55929002900N 1300 E Soil WML 571300 55929002950N 1150 E Soil WML 571150 55929502950N 1175 E Soil WML 571175 55929502950N 1200 E Soil WML 571200 55929502950N 1225 E Soil WML 571225 55929502950N 1250 E Soil WML 571250 55929502950N 1275 E Soil WML 571275 55929502950N 1300 E Soil WML 571300 55929503000N 1200 E Soil WML 571200 55930003000N 1225 E Soil WML 571225 55930003000N 1250 E Soil WML 571250 5593000

3000N 1275 E Soil WML 571275 55930003000N 1300 E Soil WML 571300 5593000

86+00N 56+00E Soil ZEE 565600 558860086+00N 56+50E Soil ZEE 565650 558860086+00N 57+00E Soil ZEE 565700 558860086+00N 57+50E Soil ZEE 565750 558860086+00N 58+00E Soil ZEE 565800 558860086+50N 56+00E Soil ZEE 565600 558865086+50N 56+50E Soil ZEE 565650 558865086+50N 57+00E Soil ZEE 565700 558865086+50N 57+50E Soil ZEE 565750 558865086+50N 58+00E Soil ZEE 565800 558865086+50N 58+50E Soil ZEE 565850 558865086+50N 59+00E Soil ZEE 565900 558865086+50N 59+50E Soil ZEE 565950 558865087+00N 56+00E Soil ZEE 565600 558870087+00N 56+50E Soil ZEE 565650 558870087+00N 57+00E Soil ZEE 565700 558870087+00N 57+50E Soil ZEE 565750 558870087+00N 58+00E Soil ZEE 565800 558870087+00N 58+50E Soil ZEE 565850 558870087+00N 59+00E Soil ZEE 565900 558870087+00N 59+50E Soil ZEE 565950 558870087+50N 55+50E Soil ZEE 565550 558875087+50N 56+00E Soil ZEE 565600 558875087+50N 56+50E Soil ZEE 565650 5588750

8750N 5700 Soil ZEE 565700 55887508750N 5750 Soil ZEE 565750 55887508750N 5800 Soil ZEE 565800 55887508750N 5850 Soil ZEE 565850 55887508750N 5900 Soil ZEE 565900 5588750

88+00N 55+50E Soil ZEE 565550 558880088+00N 56+00E Soil ZEE 565600 558880088+00N 56+50E Soil ZEE 565650 558880088+50N 55+00E Soil ZEE 565500 558885088+50N 55+25E Soil ZEE 565525 558885088+50N 55+50E Soil ZEE 565550 558885088+50N 55+75E Soil ZEE 565575 558885088+50N 56+00E Soil ZEE 565600 558885088+50N 56+25E Soil ZEE 565625 558885088+50N 56+50E Soil ZEE 565650 5588850

8800N 5700 Soil ZEE 565700 55888008800N 5750 Soil ZEE 565750 55888008800N 5800 Soil ZEE 565800 55888008800N 5850 Soil ZEE 565850 55888008800N 5900 Soil ZEE 565900 55888008850N 5675 Soil ZEE 565675 5588850

8850N 5700 Soil ZEE 565700 55888508850N 5725 Soil ZEE 565725 55888508850N 5750 Soil ZEE 565750 55888508850N 5775 Soil ZEE 565775 55888508850N 5800 Soil ZEE 565800 55888508850N 5825 Soil ZEE 565825 55888508850N 5850 Soil ZEE 565850 55888508850N 5875 Soil ZEE 565875 55888508850N 5900 Soil ZEE 565900 5588850

89+00N 54+75E Soil ZEE 565475 558890089+00N 55+00E Soil ZEE 565500 558890089+00N 55+25E Soil ZEE 565525 558890089+00N 55+50E Soil ZEE 565550 558890089+00N 55+75E Soil ZEE 565575 558890089+00N 56+00E Soil ZEE 565600 558890089+00N 56+25E Soil ZEE 565625 558890089+00N 56+50E Soil ZEE 565650 558890089+50N 56+50E Soil ZEE 565650 558895089+50N 56+75E Soil ZEE 565675 558895089+50N 57+00E Soil ZEE 565700 558895089+50N 57+25E Soil ZEE 565725 558895089+50N 57+50E Soil ZEE 565750 558895089+50N 57+75E Soil ZEE 565775 558895089+50N 58+00E Soil ZEE 565800 558895089+50N 58+25E Soil ZEE 565825 558895089+50N 58+50E Soil ZEE 565850 5588950

8900N 5675 Soil ZEE 565675 55889008900N 5700 Soil ZEE 565700 55889008900N 5725 Soil ZEE 565725 55889008900N 5750 Soil ZEE 565750 55889008900N 5775 Soil ZEE 565775 55889008900N 5800 Soil ZEE 565800 55889008900N 5825 Soil ZEE 565825 55889008900N 5850 Soil ZEE 565850 55889008900N 5869 Soil ZEE 565869 55889008900N 5875 Soil ZEE 565875 55889008900N 5900 Soil ZEE 565900 55889008950N 5450 Soil ZEE 565450 55889508950N 5475 Soil ZEE 565475 55889508950N 5500 Soil ZEE 565500 55889508950N 5525 Soil ZEE 565525 55889508950N 5550 Soil ZEE 565550 55889508950N 5575 Soil ZEE 565575 55889508950N 5600 Soil ZEE 565600 55889508950N 5625 Soil ZEE 565625 5588950

90+00N 56+50E Soil ZEE 565650 558900090+00N 56+75E Soil ZEE 565675 5589000

90+00N 57+00E Soil ZEE 565700 558900090+00N 57+25E Soil ZEE 565725 558900090+00N 57+50E Soil ZEE 565750 558900090+00N 57+75E Soil ZEE 565775 558900090+00N 58+00E Soil ZEE 565800 558900090+00N 58+25E Soil ZEE 565825 558900090+00N 58+50E Soil ZEE 565850 558900090+00N 58+75E Soil ZEE 565875 558900090+69N 56+40E Soil ZEE 565640 5589069

9000N 5425 Soil ZEE 565425 55890009000N 5450 Soil ZEE 565450 55890009000N 5475 Soil ZEE 565475 55890009000N 5500 Soil ZEE 565500 55890009000N 5525 Soil ZEE 565525 55890009000N 5550 Soil ZEE 565550 55890009000N 5575 Soil ZEE 565575 55890009000N 5600 Soil ZEE 565600 55890009000N 5625 Soil ZEE 565625 55890009050N 5375 Soil ZEE 565375 55890509050N 5400 Soil ZEE 565400 55890509050N 5425 Soil ZEE 565425 55890509050N 5450 Soil ZEE 565450 55890509050N 5475 Soil ZEE 565475 55890509050N 5500 Soil ZEE 565500 55890509050N 5525 Soil ZEE 565525 55890509050N 5550 Soil ZEE 565550 55890509050N 5575 Soil ZEE 565575 55890509050N 5600 Soil ZEE 565600 55890509050N 5625 Soil ZEE 565625 55890509050N 5650 Soil ZEE 565650 55890509050N 5675 Soil ZEE 565675 55890509050N 5700 Soil ZEE 565700 55890509050N 5725 Soil ZEE 565725 55890509050N 5750 Soil ZEE 565750 55890509050N 5775 Soil ZEE 565775 55890509050N 5800 Soil ZEE 565800 55890509050N 5825 Soil ZEE 565825 55890509050N 5850 Soil ZEE 565850 55890509050N 5875 Soil ZEE 565875 5589050

91+00N 54+00E Soil ZEE 565400 558910091+00N 54+25E Soil ZEE 565425 558910091+00N 54+50E Soil ZEE 565450 558910091+00N 54+75E Soil ZEE 565475 558910091+00N 55+00E Soil ZEE 565500 558910091+00N 55+25E Soil ZEE 565525 558910091+00N 55+50E Soil ZEE 565550 558910091+00N 55+75E Soil ZEE 565575 5589100

91+00N 56+00E Soil ZEE 565600 558910091+00N 56+25E Soil ZEE 565625 558910091+50N 54+00E Soil ZEE 565400 558915091+50N 54+25E Soil ZEE 565425 558915091+50N 54+50E Soil ZEE 565450 558915091+50N 54+75E Soil ZEE 565475 558915091+50N 55+00E Soil ZEE 565500 558915091+50N 55+25E Soil ZEE 565525 558915091+50N 55+50E Soil ZEE 565550 558915091+50N 55+75E Soil ZEE 565575 558915091+50N 56+00E Soil ZEE 565600 558915091+50N 56+25E Soil ZEE 565625 558915091+50N 56+50E Soil ZEE 565650 558915091+50N 56+75E Soil ZEE 565675 558915091+50N 57+00E Soil ZEE 565700 558915091+50N 57+25E Soil ZEE 565725 558915091+50N 57+50E Soil ZEE 565750 558915091+50N 57+75E Soil ZEE 565775 558915091+50N 58+00E Soil ZEE 565800 5589150

9100N 5675 Soil ZEE 565675 55891009100N 5700 Soil ZEE 565700 5589100

92+00N 54+00E Soil ZEE 565400 558920092+00N 54+25E Soil ZEE 565425 558920092+00N 54+50E Soil ZEE 565450 558920092+00N 54+75E Soil ZEE 565475 558920092+00N 55+00E Soil ZEE 565500 558920092+00N 55+25E Soil ZEE 565525 558920092+00N 55+50E Soil ZEE 565550 558920092+00N 55+75E Soil ZEE 565575 558920092+00N 56+00E Soil ZEE 565600 558920092+00N 56+25E Soil ZEE 565625 558920092+00N 56+50E Soil ZEE 565650 558920092+00N 56+75E Soil ZEE 565675 558920092+00N 57+00E Soil ZEE 565700 558920092+00N 57+25E Soil ZEE 565725 558920092+00N 57+50E Soil ZEE 565750 558920092+00N 57+75E Soil ZEE 565775 558920092+00N 58+00E Soil ZEE 565800 558920092+00N 58+25E Soil ZEE 565825 558920092+50N 54+00E Soil ZEE 565400 558925092+50N 54+50E Soil ZEE 565450 558925092+50N 55+00E Soil ZEE 565500 558925092+50N 55+50E Soil ZEE 565550 558925092+50N 56+00E Soil ZEE 565600 558925092+50N 56+50E Soil ZEE 565650 558925092+50N 57+00E Soil ZEE 565700 558925092+50N 57+50E Soil ZEE 565750 5589250

93+00N 54+00E Soil ZEE 565400 558930093+00N 54+50E Soil ZEE 565450 558930093+00N 55+00E Soil ZEE 565500 558930093+00N 55+50E Soil ZEE 565550 558930093+00N 56+00E Soil ZEE 565600 558930093+50N 54+00E Soil ZEE 565400 558935093+50N 54+50E Soil ZEE 565450 558935093+50N 55+00E Soil ZEE 565500 558935093+50N 55+50E Soil ZEE 565550 558935093+50N 56+00E Soil ZEE 565600 5589350

9300N 5650E Soil ZEE 565650 55893009300N 5700E Soil ZEE 565700 55893009300N 5750E Soil ZEE 565750 55893009350N 5650E Soil ZEE 565650 55893509350N 5700E Soil ZEE 565700 55893509350N 5750E Soil ZEE 565750 5589350

92+13N 56+22E Rock Chip ZEE 565622 558921312JW001 Rock JV 570946 559149712JW006 Rock WML 571134 559280012JW007 Rock WML 571115 559283812JW008 Rock WML 571184 559292412JW009 Rock WML 571197 559287112JW010 Rock WML 571197 559287112JW011 Rock WML 571279 5592940

2800N 1125E Rock WML 571125 55928002800N 1150E Rock WML 571150 5592800

12JW012 Rock ZEE 565582 558920712JW013 Rock ZEE 565583 558920512JW014 Rock ZEE 565625 558922412JW015 Rock ZEE 565655 558904912JW016 Rock ZEE 565655 558904012JW017 Rock ZEE 565656 558903712JW018 Rock ZEE 565658 558901212JW019 Rock ZEE 565655 5589049

DRD-1 Rock ZEE 565868 558890390+00N 58+61E Moss ZEE 565861 558900092+13N 56+22E Moss ZEE 565622 558921393+20N 54+15E Moss ZEE 565415 5589320

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GEOCHEMICAL ASSESSMENT REPORT ON THE INDEX, …