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CLINCH & ROSEMUND PIT #0008Location Plan

- - 1 -FILE No. PROJECT No. REG. FIGUREFILE: - DRAWN: IWTS DATE: 2006-07-13

PLP0008-20k.PDFPDF: CHECKED: - DATE:

.

0 190 380 570 76095Meters

1:20,000

UTM Zone 10 Vancouver Island District

Hwy 14

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[This report shall not be reproduced except in full without the written authority of the Laboratory.]

06-AUG-13

Lab Work Order #: L1349787

Date Received:BC MINISTRY OF TRANSPORTATION AND INFRASTRUCTURE

310-1500 Woolridge St.Coquitlam BC V3K 0B8

ATTN: Jillian Jackson FINAL 04-SEP-13 17:53 (MT)Report Date:

Version:

Certificate of Analysis

ALS CANADA LTD Part of the ALS Group A Campbell Brothers Limited Company

____________________________________________

Selam WorkuAccount Manager

ADDRESS: 8081 Lougheed Hwy, Suite 100, Burnaby, BC V5A 1W9 Canada | Phone: +1 604 253 4188 | Fax: +1 604 253 6700

Client Phone: 604-527-3116

CLINCH ROSEMOND PITJob Reference: NOT SUBMITTEDProject P.O. #:

C of C Numbers: Legal Site Desc:

04-SEP-13 17:53 (MT)

Sample ID Description

Client ID

Sampled Date

Grouping Analyte

Sampled Time

ALS ENVIRONMENTAL ANALYTICAL REPORT

L1349787 CONTD....2PAGE of

Version: FINAL

3

SOIL

Soil Soil Soil

TRAN 141-1 TRAN 141-2 TRAN 141-3

L1349787-1 L1349787-2 L1349787-3

Moisture (%)

pH (pH)

Aluminum (Al)-Leachable (mg/L)

Antimony (Sb)-Leachable (mg/L)

Arsenic (As)-Leachable (mg/L)

Barium (Ba)-Leachable (mg/L)

Beryllium (Be)-Leachable (mg/L)

Bismuth (Bi)-Leachable (mg/L)

Boron (B)-Leachable (mg/L)

Cadmium (Cd)-Leachable (mg/L)

Calcium (Ca)-Leachable (mg/L)

Chromium (Cr)-Leachable (mg/L)

Cobalt (Co)-Leachable (mg/L)

Copper (Cu)-Leachable (mg/L)

Iron (Fe)-Leachable (mg/L)

Lead (Pb)-Leachable (mg/L)

Lithium (Li)-Leachable (mg/L)

Magnesium (Mg)-Leachable (mg/L)

Manganese (Mn)-Leachable (mg/L)

Mercury (Hg)-Leachable (mg/L)

Molybdenum (Mo)-Leachable (mg/L)

Nickel (Ni)-Leachable (mg/L)

Phosphorus (P)-Leachable (mg/L)

Potassium (K)-Leachable (mg/L)

Selenium (Se)-Leachable (mg/L)

Silicon (Si)-Leachable (mg/L)

Silver (Ag)-Leachable (mg/L)

Sodium (Na)-Leachable (mg/L)

Strontium (Sr)-Leachable (mg/L)

Thallium (Tl)-Leachable (mg/L)

Tin (Sn)-Leachable (mg/L)

Titanium (Ti)-Leachable (mg/L)

Uranium (U)-Leachable (mg/L)

Vanadium (V)-Leachable (mg/L)

Zinc (Zn)-Leachable (mg/L)

<0.25 0.29 <0.25

8.95 8.98 8.86

0.180 1.83 0.390

0.00062 0.00071 0.00028

0.0012 <0.0010 <0.0010

0.0052 0.0021 0.0020

<0.00050 <0.00050 <0.00050

<0.00050 <0.00050 <0.00050

0.217 0.020 0.022

<0.000050 <0.000050 <0.000050

7.71 3.18 9.50

<0.00050 0.00402 <0.00050

<0.00010 0.00115 <0.00010

0.0011 0.0027 0.0019

<0.030 2.96 0.045

<0.00010 0.00026 <0.00010

<0.0050 <0.0050 <0.0050

14.0 1.92 4.69

0.00109 0.0409 0.00209

<0.000050 <0.000050 <0.000050

0.00120 0.00049 0.00084

0.00204 0.00127 <0.00050

<0.30 <0.30 <0.30

2.60 0.716 0.670

<0.00050 <0.00050 0.00110

5.31 9.74 3.08

<0.000050 <0.000050 <0.000050

14.7 28.6 14.9

0.0151 0.00638 0.0114

<0.00010 <0.00010 <0.00010

<0.00050 <0.00050 <0.00050

<0.010 0.105 <0.010

<0.000010 <0.000010 <0.000010

0.0030 0.0462 0.0091

<0.010 <0.010 <0.010

Physical Tests

Leachable Anions & Nutrients

Leachable Metals

Reference Information 04-SEP-13 17:53 (MT)

L1349787 CONTD....

3PAGE of

HG-SHKFLSK-CVAFS-VA

MET-SHKFLSK-ICP-VA

MET-SHKFLSK-MS-VA

MOISTURE-VA

PH-SHKFLSK-MAN-VA

Mercury by CVAFS (SHAKEFLASK)

Metals by ICPOES (SHAKEFLASK)

Metals by ICPMS (SHAKEFLASK)

Moisture content

pH by Manual Meter (SHAKEFLASK)

This analysis is based upon the extraction procedure outlined in "Guidelines and Recommended Methods for the Prediction of Metal Leaching and Acid Rock Drainage at Minesites in British Columbia" BC Ministry of Energy and Mines, (Dr. William A. Price, 1997). In summary, the sample is extracted at a 3:1 liquid to solids ratio for 24 hours using deionized water . The extract is then allowed to settle and subsequently filtered through a 0.45 micron membrane filter and analysed using cold vapour atomic fluorescence spectrophotometry or atomic absorption spectrophotometry (EPA Method 245.7).

This analysis is based upon the extraction procedure outlined in "Guidelines and Recommended Methods for the Prediction of Metal Leaching and Acid Rock Drainage at Minesites in British Columbia" BC Ministry of Energy and Mines, (Dr. William A. Price, 1997). In summary, the sample is extracted at a 3:1 liquid to solids ratio for 24 hours using deionized water . The extract is then allowed to settle and subsequently filtered through a 0.45 micron membrane filter and analysed using inductively coupled plasma - optical emission spectrophotometry (EPA Method 6010B).

This analysis is based upon the extraction procedure outlined in "Guidelines and Recommended Methods for the Prediction of Metal Leaching and Acid Rock Drainage at Minesites in British Columbia" BC Ministry of Energy and Mines, (Dr. William A. Price, 1997). In summary, the sample is extracted at a 3:1 liquid to solids ratio for 24 hours using deionized water . The extract is then allowed to settle and subsequently filtered through a 0.45 micron membrane filter and analysed using inductively coupled plasma - mass spectrophotometry (EPA Method 6020A).

This analysis is carried out gravimetrically by drying the sample at 105 C for a minimum of six hours.

This analysis is based upon the extraction procedure outlined in "Guidelines and Recommended Methods for the Prediction of Metal Leaching and Acid Rock Drainage at Minesites in British Columbia" BC Ministry of Energy and Mines, (Dr. William A. Price, 1997). In summary, the sample is extracted at a 3:1 liquid to solids ratio for 24 hours using deionized water . The extract is then allowed to settle and subsequently analysed using procedures adapted from APHA Method 4500-H "pH Value". The pH is determined in the laboratory using a pH electrode.

ALS Test Code Test Description

Soil

Soil

Soil

Soil

Soil

BC MINISTRY OF ENERGY AND MINES



ASTM D2974-00 Method A


Method Reference**

** ALS test methods may incorporate modifications from specified reference methods to improve performance.

Matrix

The last two letters of the above test code(s) indicate the laboratory that performed analytical analysis for that test. Refer to the list below:

Laboratory Definition Code Laboratory Location

VA ALS ENVIRONMENTAL - VANCOUVER, BRITISH COLUMBIA, CANADA

GLOSSARY OF REPORT TERMSSurrogate - A compound that is similar in behaviour to target analyte(s), but that does not occur naturally in environmental samples. Forapplicable tests, surrogates are added to samples prior to analysis as a check on recovery.mg/kg - milligrams per kilogram based on dry weight of sample.mg/kg wwt - milligrams per kilogram based on wet weight of sample.mg/kg lwt - milligrams per kilogram based on lipid-adjusted weight of sample.mg/L - milligrams per litre.< - Less than.D.L. - The reported Detection Limit, also known as the Limit of Reporting (LOR).N/A - Result not available. Refer to qualifier code and definition for explanation.

Test results reported relate only to the samples as received by the laboratory.UNLESS OTHERWISE STATED, ALL SAMPLES WERE RECEIVED IN ACCEPTABLE CONDITION.Analytical results in unsigned test reports with the DRAFT watermark are subject to change, pending final QC review.

Test Method References:

Chain of Custody Numbers:

Version: FINAL

3

Province of British Columbia, Ministry of Transportation and Highways, GEOTECHNICAL AND MATERIALS ENGINEERING

AGGREGATE TEST HOLE SUMMARY SHEETPIT: CLINCH DISTRICT: SOUTH ISLAND FILE No: BECKER / EXCAVATOR

Gradation of Materials Soundness Indicator

Fracture MgSO4 Remarks

A (%) B(%) CA FA89-1 0.0/1.8 SM2 1 100 15 60 25 FVI

1.8/3.1 GPGM 57 33 10 WSA3.1/4.3 SM4 5 55 40 FVI4.3/9.1 ML 35 65 WSA

9.1/10.4 SM4 5 55 40 WSA10.4/12.8 SPSM 38 57 5 WSA12.8/14.0 GPGM 56 39 5 WSA

89-2 0.0/1.8 SPSM 2 100 20 70 10 FVI1.8/4.3 SM2 3 125 38 41 21 WSA4.3/6.7 GPGM 2 125 55 39 6 FVI6.7/7.9 SPSM 10 80 10 FVI7.9/9.1 SP 25 71 4 WSA

9.1/11.6 SPSM 18 74 8 FVI11.6/14.0 SP 98 2 SP WSA

89-3 0.0/1.8 GPGM 5 2 250 60 34 6 FVI1.8/5.5 SM1 40 45 15 WSA5.5/6.7 GPGM 53 36 11 WSA

6.7/10.4 SPSM 20 74 6 FVI10.4/11.6 SPSM 6 85 9 WSA11.6/14.0 SP 10 86 4 SP FVI

Test

pit

Num

ber

Ove

rbur

den

Dep

th

Soil

Bou

nd.

(mm

)

Soil

C

lass

ifica

tion

75/1

50

(mm

)15

0/22

5 (m

m)

+ 22

5

(m

m)

Max

imum

Si

ze (m

m)

Gra

vel

Sand

Fine

s

Deg

rad.

Sand

Equi

vale

nt

Mat

eria

l at

Bot

tom

of H

ole

Wat

erta

ble

(m

)

FVI= Field Visual Identification WSA= Washed Sieve Analysis LVI= Lab Visual Identification





A (%) B(%) CA FA

Test

pit

Num

ber

Ove

rbur

den

Dep

th

Soil

Bou

nd.

(mm

)

Soil

C

lass

ifica

tion

75/1

50

(mm

)15

0/22

5 (m

m)

+ 22

5

(m

m)

Max

imum

Si

ze (m

m)

Gra

vel

Sand

Fine

s

Deg

rad.

Sand

Equi

vale

nt

Mat

eria

l at

Bot

tom

of H

ole

Wat

erta

ble

(m

)

89-4 0.0/1.8 SPSM 2 100 37 53 10 FVI1.8/4.3 GPGM 5 150 58 35 7 75 66 WSA4.3/6.7 SPSM 3 100 45 47 8 FVI6.7/7.9 SM1 2 100 43 44 13 80 70 WSA7.9/9.1 SM2 20 55 25 FVI

9.1/11.6 SPSM 23 72 5 WSA11.6/14.0 SP 23 75 2 SP WSA

89-5 0.0/1.8 SM1 25 60 15 FVI1.8/6.7 SM2 3 125 36 40 24 WSA6.7/7.9 SM1 5 150 41 44 15 WSA7.9/9.1 GPGM 55 35 10 FVI

9.1/10.4 SPSM 44 45 11 WSA10.4/11.6 SM1 30 53 17 FVI11.6/16.5 SP 96 4 SP WSA

89-6 0.0/4.3 GP 6 2 200 57 39 4 83 77 66 85 WSA4.3/7.9 SM2 35 40 25 FVI

7.9/12.8 GM2 37 36 27 WSA12.8/16.5 SM2 76 24 SM2 WSA






A (%) B(%) CA FA

Test

pit

Num

ber

Ove

rbur

den

Dep

th

Soil

Bou

nd.

(mm

)

Soil

C

lass

ifica

tion

75/1

50

(mm

)15

0/22

5 (m

m)

+ 22

5

(m

m)

Max

imum

Si

ze (m

m)

Gra

vel

Sand

Fine

s

Deg

rad.

Sand

Equi

vale

nt

Mat

eria

l at

Bot

tom

of H

ole

Wat

erta

ble

(m

)

89-7 0.0/6.7 GPGM 5 2 1 250 58 35 7 83 80 89 70 WSA6.7/7.9 SM1 38 47 15 82 68 63 31 WSA7.9/9.1 GPGM 75 50 40 10 FVI

9.1/16.5 SM2 35 41 24 SM2 FVI

89-8 0.0/1.8 SPSM 40 54 6 FVI1.8/3.1 GP 5 150 63 33 4 82 74 40 66 WSA3.1/4.3 GPGM 3 125 52 40 8 FVI4.3/5.5 SPSM 35 55 10 5.5 FVI

5.5/14.0 SM2 31 44 25 FVI14.0/16.5 SPSM 1 90 9 SPSM WSA

89-9 0.0/4.3 GPGM 5 2 1 250 53 41 6 82 80 4.3 WSA4.3/16.5 SM2 15 56 29 SM2 WSA

89-10 0.0/4.3 GPGM 2 100 49 43 8 82 67 WSA4.3/7.9 SPSM 75 44 49 7 WSA

7.9/12.8 SM1 15 73 12 SM1 FVI

89-11 0.0/14.0 SM2 2 150 31 48 21 SM2 3.1 WSA

89-12 0.0/5.5 SM2 2 100 19 53 28 SM2 4.3 WSA






A (%) B(%) CA FA

Test

pit

Num

ber

Ove

rbur

den

Dep

th

Soil

Bou

nd.

(mm

)

Soil

C

lass

ifica

tion

75/1

50

(mm

)15

0/22

5 (m

m)

+ 22

5

(m

m)

Max

imum

Si

ze (m

m)

Gra

vel

Sand

Fine

s

Deg

rad.

Sand

Equi

vale

nt

Mat

eria

l at

Bot

tom

of H

ole

Wat

erta

ble

(m

)

89-13 0.0/1.8 GP 3 2 300 75 22 3 FVI1.8/4.3 GPGM 5 150 49 46 5 82 67 89 76 WSA4.3/6.7 GP 1 75 65 33 2 1.7 3.2 WSA6.7/7.9 SPSM 1 75 40 49 11 7.9 FVI7.9/9.1 SM1 30 58 12 FVI

9.1/10.4 ML 20 80 FVI10.4/11.6 SM3 35 35 30 FVI11.6/12.8 SM1 40 42 18 WSA12.8/14.0 GPGM 6 2 1 250 59 46 5 GPGM WSA

89-14 0.0/1.8 SPSM 5 150 40 52 8 FVI1.8/5.5 SM3 30 40 30 WSA5.5/6.7 GPGM 50 46 43 11 6.7 WSA

6.7/10.4 SM3 66 34 SM3 WSA

89-15 0.0/3.1 GPGM 4 150 58 36 8 WSA3.1/4.3 GP 6 100 61 35 4 FVI

4.3/11.6 SM3 3 61 36 SM3 9.5 WSA

89-16 0.0/1.8 GM1 6 100 65 22 13 FVI1.8/6.7 GP 5 100 51 45 4 85 84 87 77 WSA

6.7/10.4 SM2 35 45 20 SM2 10.1 WSA






A (%) B(%) CA FA

Test

pit

Num

ber

Ove

rbur

den

Dep

th

Soil

Bou

nd.

(mm

)

Soil

C

lass

ifica

tion

75/1

50

(mm

)15

0/22

5 (m

m)

+ 22

5

(m

m)

Max

imum

Si

ze (m

m)

Gra

vel

Sand

Fine

s

Deg

rad.

Sand

Equi

vale

nt

Mat

eria

l at

Bot

tom

of H

ole

Wat

erta

ble

(m

)

EXCAVATOR98-1 1.0 0.0/1.0 OB FVI

1.0/4.5 GP 400 63 34 3 GP WSA, 10% O/S OVERALL

98-2 0.6 0.0/0.6 OB FVI0.6/4.7 GP 300 61 37 2 GP WSA, 5% O/S OVERALL


98-4 1.0 0.0/1.0 OB FVI1.0/4.3 GP 300 60 37 3 GP WSA,5% O/S OVERALL




98-8 0.5 0.0/0.5 FILL FVI0.5/1.4 SM FVI1.4/4.7 GP 300 52 45 3 GP WSA, 5% O/S OVERALL

98-9 0.7 0.0/0.7 FILL FVI0.7/4.5 GPGM 400 60 35 5 GPGM WSA, 10% O/S OVERALL






A (%) B(%) CA FA

Test

pit

Num

ber

Ove

rbur

den

Dep

th

Soil

Bou

nd.

(mm

)

Soil

C

lass

ifica

tion

75/1

50

(mm

)15

0/22

5 (m

m)

+ 22

5

(m

m)

Max

imum

Si

ze (m

m)

Gra

vel

Sand

Fine

s

Deg

rad.

Sand

Equi

vale

nt

Mat

eria

l at

Bot

tom

of H

ole

Wat

erta

ble

(m

)

EXCAVATOR99-1 0.0/2.2 GP 300 FVI

2.2/3.2 SM 50 FVI

99-2 0.0/1.4 SP FVI1.4/2.0 SM SM 1.1 FVI, HEAVY SEEPAGE

99-3 0.0/0.7 GP 100 FVI0.7/1.4 SP 100 FVI1.4/2.0 SM SM FVI

99-4 0.0/1.0 SP 150 FVI1.0/2.0 GP/SP 150 GP/SP 2.0 FVI

99-5 0.0/0.5 SP 200 FVI0.5/1.8 SP/GP 150 SP/GP 1.6 FVI

99-6 0.0/3.0 SPSM 200 SPSM 3.0 FVI, HEAVY SEEPAGE


Pit: CLINCH ROSEMOND Contract Area: 1 - SOUTH ISLAND Equipment Type: CAT 320 C ExcavatorGradation of Materials Soundness Indicator

Fracture Mic

roD

uval

MgSO4A

(%)B

(%)C

(%)F

(%)C

(%)F

(%)C

(%)F

(%)C

(%)F

(%)TP13-1 1.0 103.6 102.6 OB/TS 15 10 75 5367785 413538 FVI

0.6 102.6 102.0 GPGM 2 200 55 35 10 FVI5.1 102.0 96.9 GP 3 4 1 600 49 48 3 WSA 161 98.1

96.9

TP13-2 1.2 96.51 95.3 OB/TS 1 300 15 5 80 5367720 413642 FVI4.9 95.3 90.4 GP 3 2 <1 450 62 36 2 61 57 WSA 162 92.9

90.4

TP13-3 0.9 113.1 112.2 OB/TS 2 4 300 8 2 90 5367798 413661 FVI0.6 112.2 111.6 ML 4 1 1 500 30 2 68 FVI5.2 111.6 106.4 GP 4 3 2 500 70 27 3 7.4 9.7 37 1.0 7.1 2.93 2.70 1.02 3.19 WSA 163 110.0

106.4

TP13-4 1.0 107.7 106.7 OB/TS 10 2 88 5367662 413589 FVI5.7 106.7 101.0 GP 4 2 300 58 40 2 FVI

101.0

TP13-5 0.9 81.17 80.3 OB/TS 3 3 2 600 20 2 78 5367558 413563 FVI5.1 80.3 75.2 GP 2 2 <1 300 67 31 2 75 6.5 9.7 0.5 7.6 2.94 2.85 1.03 2.00 WSA 164 79.4

75.2 165 75.7

TP13-6 1.5 87.99 86.5 OB/TS 1 1 200 15 2 83 5367483 413483 FVI3.1 86.5 83.4 GP 2 1 <1 400 55 44 1 FVI0.3 83.4 83.1 SM4 1 150 15 45 40 83.39 FVI, 2 gal/min1.8 83.1 81.3 GP 2 1 55 44 1 FVI

81.3

TP13-7 1.2 82.183 81.0 OB/TS <1 5 0 95 5367517 413370 FVI5.5 81.0 75.5 GP 2 1 200 53 43 4 WSA 166 79.2

75.5

Test

Pit/

Hol

e N

umbe

r

Laye

r Th

ickn

ess

(m)

Laye

r Top

El

evat

ion

(m)

Laye

r Bot

tom

El

evat

ion

(m)

Ministry of Transportation TEST PIT / HOLE SUMMARY SHEET

Wat

er T

able

El

evat

ion

(m)

Soil

Cla

ssifi

catio

n

75/1

50 m

m

150/

300

mm

Sam

ple

Dep

th

Remarks

Fine

s

> 30

0 m

m

Max

imum

Si

ze (m

m)

Gra

vel

Sand

Sand

Eq.

Nor

thin

g

East

ing

Bag

#

Abs

orpt

ion

Den

sity

End of TP - Full Excavator Reach






FVI= Field Visual IdentificationBRX= Bedrock WSA= Washed Sieve Analysis LVI= Lab Visual Identification


Fracture Mic

roD

uval

MgSO4A

(%)B

(%)C

(%)F

(%)C

(%)F

(%)C

(%)F

(%)C

(%)F

(%)

Test

Pit/

Hol

e N

umbe

r

Laye

r Th

ickn

ess

(m)

Laye

r Top

El

evat

ion

(m)

Laye

r Bot

tom

El

evat

ion

(m)


Wat

er T

able

El

evat

ion

(m)

Soil

Cla

ssifi

catio

n

75/1

50 m

m

150/

300

mm

Sam

ple

Dep

th

Remarks

Fine

s

> 30

0 m

m

Max

imum

Si

ze (m

m)

Gra

vel

Sand

Sand

Eq.

Nor

thin

g

East

ing

Bag

#

Abs

orpt

ion

Den

sity

TP13-8 1.0 82.308 81.3 OB/TS 1 1 200 10 0 90 5367591 413305 FVI

2.0 81.3 79.3 GP 3 2 1 450 63 35 2 FVI

3.1 79.3 76.2 GM1 4 1 300 57 29 14 73 72 WSA 167 78.9

76.2

TP13-9 3.7 94.807 91.1 GP 2 150 53 47 2 5367831 413474 WSA 168 92.4

3.0 91.1 88.1 SP 2 150 40 55 5 89.61 FVI, 4 gal/min88.1 FE

TP13-10 2.1 105.1 103.0 OB/TS 2 1-2 1 450 18 7 75 5367791 413576 FVI

2.2 103.0 100.8 GP 2 1 <1 56 41 3 60 FVI 169 102.4

2.4 100.8 98.4 SP 1 48 50 1-2 FVI

98.4

TP13-11 1.5 109.8 108.3 OB/TS 2 1 200 20 10 70 5367818 413570 FVI

0.9 108.3 107.4 ML 2 1 20 15 65 FVI

4.3 107.4 103.1 GP 2 1 74 25 1 WSA 170 106.8

103.1

TP13-12 1.2 108.3 107.1 OB/TS 2 1 <1 300 15 10 75 5367683 413496 FVI

0.8 107.1 106.3 GPGM 2 1 <1 60 32 8 FVI

4.7 106.3 101.6 GP 5 4 1 1000 72 27 1 WSA 151 105.9

101.6 152 104.6

TP13-13 1.5 81.78 80.3 OB/TS 1 10 10 80 5367588 413503 FVI1.2 80.3 79.0 GP 1 1 200 58 40 2 FVI0.9 79.0 78.1 SM1 1 6 79 15 WSA 153 78.4

1.8 78.1 76.3 SP 5 90 5 75.68 FVI, 4 gal/min1.5 76.3 74.8 SP 20 75 5 FVI

74.8









Fracture Mic

roD

uval

MgSO4A

(%)B

(%)C

(%)F

(%)C

(%)F

(%)C

(%)F

(%)C

(%)F

(%)

Test

Pit/

Hol

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umbe

r

Laye

r Th

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ess

(m)

Laye

r Top

El

evat

ion

(m)

Laye

r Bot

tom

El

evat

ion

(m)


Wat

er T

able

El

evat

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(m)

Soil

Cla

ssifi

catio

n

75/1

50 m

m

150/

300

mm

Sam

ple

Dep

th

Remarks

Fine

s

> 30

0 m

m

Max

imum

Si

ze (m

m)

Gra

vel

Sand

Sand

Eq.

Nor

thin

g

East

ing

Bag

#

Abs

orpt

ion

Den

sity

TP13-14 1.5 93.4 91.9 OB/TS 1 15 10 75 5367555 413445 FVI0.9 91.9 91.0 GP 1 55 42 3 FVI0.3 91.0 90.7 SM1 4 1 250 5 80 15 FVI4.0 90.7 86.7 SM1 2 33 52 15 89.68 WSA, <0.5 gal/min 154 90.3

86.7

TP13-15 1.2 94.3 93.1 OB/TS 1 1 1 600 8 8 84 5367639 413400 FVI

1.8 93.1 91.3 GP 4 3 2 54 44 2 63 59WSA, bouldery from 1.2-2.0

m 155 91.9

3.7 91.3 87.6 SM 2 46 46 8 88.21 FVI, 2 gal/min87.6

TP13-16 1.0 105.7 104.7 OB/TS 4 5 2 13 7 80 5367709 413453 FVI0.5 104.7 104.2 GM2 2 1 50 30 20 FVI5.2 104.2 99.0 GP 2 1 <1 59 41 0 6.0 7.4 91 0.7 3.6 2.93 2.86 0.56 1.55 WSA 156 102.3

99.0 157 99.9End of TP - Full Excavator Reach





Fracture Mic

roD

uval

MgSO4A

(%)B

(%)C

(%)F

(%)C

(%)F

(%)C

(%)F

(%)C

(%)F

(%)TP15-1 0.6 122.5 121.9 OB/TS 3 150 15 5 80 5367906 413358 FVI

3.7 121.9 118.2 GP 6 6 3 350 51 35 4,

depth 821 120.7

1.8 118.2 116.4 SP 1 <1 200 18 77 5 WSA 820 116.4

96.9

TP15-2 0.9 96.3 95.4 OB/TS 5 5 1 500 30 5 65 5367677 413263 FVI

1.5 95.4 93.9 GP 6 6 250 58 40 2 93.9 WSA, 2-3 gal/min 822 94.2

3.1 93.9 90.8 GP 6 6 250 55 44 <1 FVI90.8

TP15-3 0.6 95.9 95.3 OB/TS 2 4 250 15 5 80 5367682 413317 FVI3.7 95.3 91.6 SM2 6 4 250 23 48 29 92.8 WSA, slow seepage 823 throughout

91.6

TP15-4 0.9 90.8 89.9 OB/TS 2 2 250 30 5 65 5367727 413319 FVI, gravelly organics

1.5 89.9 88.4 GP 5 7 250 60 38 2 88.7 WSA, 1 gal/min 824 89.0

1.0 88.4 87.4 GM1 5 7 250 48 35 17 FVI

88.4

TP15-5 1.5 94.9 93.4 OB/FILL 3 3 250 30 10 60 5367761 413343 FVI1.9 93.4 91.5 GP 6 6 3 600 55 43 2 80 81 7.5 7.1 WSA 825 throughout

91.5

TP15-6 1.2 105.4 104.2 OB/TS 4 1 200 20 2 78 5367826 413309 FVI1.9 104.2 102.3 GP 6 4 1 300 60 38 2 WSA 826 throughout

102.3


End of TP - very difficult digging

End of TP - water

End of TP - very dense digging

End of TP - water

End of TP - REFUSAL, 600 mm boulder cannot be rem

Sam

ple

Dep

th

Remarks

Fine

s

> 30

0 m

m

Max

imum

Si

ze (m

m)

Gra

vel

Sand

Sand

Eq.

Nor

thin

g

East

ing

Bag

#

Abs

orpt

ion

Den

sity


Wat

er T

able

El

evat

ion

(m)

Soil

Cla

ssifi

catio

n

75/1

50 m

m

150/

300

mm

Test

Pit/

Hol

e N

umbe

r

Laye

r Th

ickn

ess

(m)

Laye

r Top

El

evat

ion

(m)

Laye

r Bot

tom

El

evat

ion

(m)



Fracture Mic

roD

uval

MgSO4A

(%)B

(%)C

(%)F

(%)C

(%)F

(%)C

(%)F

(%)C

(%)F

(%) Sam

ple

Dep

th

Remarks

Fine

s

> 30

0 m

m

Max

imum

Si

ze (m

m)

Gra

vel

Sand

Sand

Eq.

Nor

thin

g

East

ing

Bag

#

Abs

orpt

ion

Den

sity


Wat

er T

able

El

evat

ion

(m)

Soil

Cla

ssifi

catio

n

75/1

50 m

m

150/

300

mm

Test

Pit/

Hol

e N

umbe

r

Laye

r Th

ickn

ess

(m)

Laye

r Top

El

evat

ion

(m)

Laye

r Bot

tom

El

evat

ion

(m)

TP15-7 0.9 100.2 99.3 OB/TS 3 3 250 15 2 83 5367787 413366 FVI

3.7 99.3 95.6 SP 5 8 7 1000 46 47 7 WSA 829 97.1

1.5 95.6 94.1 SM 5 2 200 20 75 5 FVI

81.3

TP15-8 0.9 99.1 98.2 OB/TS 4 2 250 25 5 70 5367818 413393 FVI

5.2 98.2 93.0 GP 8 8 2 600 52 45 3 7.5 7.1 80 2.94 2.87 0.88 2.04 WSA 828 94.2

93.0

TP15-9 0.9 104.4 103.5 OB/TS 1 1 200 10 2 88 5367805 413431 FVI

5.2 103.5 98.3 GP 6 3 200 51 48 1 89 85 6.2 2.3 WSA 843 throughout

98.3 842 ARD rock

bank sample SP 44 54 2 0.6 4.8 73 2.96 2.86 0.97 3.60WSA, adjacent bank

sample +1.5 m up 844 bank sample





AIMSSelection Criteria: Source: Clinch Rosemond (0008)

Source Detail

Clinch RosemondSource ID 0008 File Num 39100-20-Clinch Rosemond

Service Area 1: South Island

Dev Status ActiveTenure Status Section 16Licensed Yes

Location Adjacent to Highway 14 between Clinch and Rosemond Creeks approximately 4.5 kms northwest of Jordan River.Comments PDP 2015. Pit last evaluated 2015. Reserve boundary in process April 2015.

Western gate should not be used for hauling due to poor sight lines.Salt shed located on site.

UTM Zone 10UTM Easting 413600UTM Northing 5367700

Type Gravel Pit

Hectares 12.5 NTS Map Num 92 C 8

Geotech Information (by Source Area)A

Sand 38

Fines 2

Degradation

MgSO4 - Fine 6

Sand Equiv 69

MgSO4 - Coarse 1

Oversize 10

Gravel 60 Microdev - Coarse 7

Microdev - Fine 7

Microdev - Avg

Spec. Gravity - Coarse 2.937

Absorption - Fine 2.2

Spec. Gravity - Fine 2.822

Absorption - Coarse 0.9

Petrographic Num

Legal Land DescriptionDescription

PIN 1413808File Num 1413808/1408082Reserve Num 1494361Property File R131001

Those parts of Sections 54 and 64 and District Lot 107, Renfrew District, shown outlined on sketch attached, containing 12.6 hectares, more or lessExpires 2049

Development InformationPit Dev Plan Month/Year Jan 2016Update Required NoLast Evaluated Month/Year Apr 2015

Dev History File info on pit usage is unclear, but pit has been in use since 1971. Pit vandalism on October 14, 2010 which included gate being pulled out of the ground and equipment damaged. Police report filed.

Dev Comments Clearing and stripping required.Set-up and stockpile area available.Selective mining and the use of a primary crusher is required.

Constraints Bear River Contracting has a IPP notation on a large area and the contact is Luke Martin (250-715-7502).

FN Consult Pacheedaht FN completed an Archaeological Reconnaissance Survey in March 2010 for the reserve and expansion area. Nothing was found.

Material QuantitiesArea Proven Potential Approved Usage

A 410,000 1,300,000 25WGB, 50WGB, BEF, CAMA, MAMA, SGSB, WAB

Current Aggregate Inventory

Ministry of Transportation : Geotechnical, Materials & Pavement Engineering Section Run on Monday, December 9, 2019 at 12:54 pm - Report: rptSourceDetail Page 1 of 2

AIMSSelection Criteria: Source: Clinch Rosemond (0008)

Source Detail

Clinch Rosemond

Exploration HistoryCompleted byMonth/Year DetailsMoTSep 1989 16 Beckerdrill holes were completed to depths ranging from 9.1m to 16.4m.Thurber EngineeringDec 1998 9 test pits were completed to depths ranging from 3.5m to 4.5m.Thurber EngineeringMar 1999 6 test pits were completed to depths ranging from 1.8m to 3.2m.MoTJul 2013 16 Test Pits were completed to depths ranging from 6.0 to 7.0 m. 16 test pits were

completed in Area A, 13 in the forested south-eastern portion and 3 pits north of the salt shed.

MoTIOct 2015 9 test pits were completed to depths ranging from 3.1m to 6.1m.

Site SurveysMonth/Year TypeNov 2014 DEM (ortho)Oct 1989 SketchMar 1999 SketchAug 2003 DEM (ortho)

Summary InformationComments PDP 2015. Pit last evaluated 2015. Reserve boundary in process April 2015.

Western gate should not be used for hauling due to poor sight lines.Salt shed located on site.

Site Reclamation Topsoil and overburden should be stockpiled separately and seeded to prevent erosion, these stockpiles are to be used for final pit reclamation.All interim sloping is to be left at 11/2H to 1V.Final sloping shall be 2H to 1V All reclamation works shall be in accordance with Ministry of Mines regulations and MoT Reclamation and Environmental Protection Handbook for Sand, Gravel and Quarry Operations in British Columbia.

Geology/Geomorphology

The entire reserve is located within a prominent kame terrace that extends more than 20km along the southwestern coastline from Jordan River to Sombrio Point. The topography near the site is gently sloping to moderately steep sloping and includes north-south trending, elongate rises and hollows, which are typical of kame terrace terrain.

Ministry of Transportation : Geotechnical, Materials & Pavement Engineering Section Run on Monday, December 9, 2019 at 12:54 pm - Report: rptSourceDetail Page 2 of 2

Documents

Hwy 14 - gov.bc.ca · t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t t % PIT ABND ABN PIT