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FIRST YEAR ASSESSMENT REPORT, COMPILATION OF GEOLOGICAL ...gis.geosurv.gov.nl.ca/geofilePDFS/Batch2014/002E_1760.pdf · 1 first year assessment report, compilation of geological and

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FIRST YEAR ASSESSMENT REPORT, COMPILATION OF GEOLOGICAL AND GEOCHEMICAL

INFORMATION, AIR PHOTO INTERPRETATION, HYDROGEOCHEMICAL SURVEY AND PROSPECTING

Licenses 16407M, 16408M, 16526M, 16561M, 16562M and 16563M, NTS 2E/09.

FOGO ISLAND, NFLD. ALEX HARRIS, B. Sc.

Work performed July 22, 2009 to September 15, 2010 For: NEWFOUNDLAND FLUORSPAR EXPLORATION LTD.

Total Expenditures: $44,177.88 Total Number of claims 164.

September 20, 2010

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TABLE OF CONTENTS page INTRODUCTION 3 LOCATION AND ACCESS 3 PREVIOUS EXPLORATION 3 GEOLOGY 3

Field Observations 4 Air Photo Interpretation – Linear Structures 5

GLACIATION 5 FLUORIDE IN WATER 5 LAKE SEDIMENT GEOCHEMISTRY 7 Fluoride 7 Multielement 8 HYDROGEOCHEMICAL SURVEY AND PROSPECTING 8 RECOMMENDATIONS 9 REFERENCES CITED 9 Photos: DSCF 2524: view of vein at Joe Batt’s Arm looking Southeast 6 APPENDIX 1 Maps:

1. Location of Claims, 1:100,000. 2. Linear Structures and Quarry Sites, 16563M and 16408M, 1:25,000. 3. Linear Structures and Quarry Sites, 16526M and 16562M, 1:25,000. 4. Linear Structures and Quarry Sites, 16526M, 16562M and 16407M, 1:25,000. 5. Linear Structures and Quarry Sites, 16561M, 15562M and 16407M, 1:25,000. 6. Water Sample Locations and Prospecting Traverses, 16563M and 16408M,

1:25,000. 7. Water Sample Locations and Prospecting Traverses, 16526M and 16562M,

1:25,000. 8. Water Sample Locations and Prospecting Traverses, 16526M, 16562M and

16407M, 1:25,000. 9. Water Sample Locations and Prospecting Traverses, 16561M, 15562M and

16407M, 1:25,000. APPENDIX 2 Certificates of Analysis APPENDIX 3 GPS Data Listing APPENDIX 4 Statement of Expenditures APPENDIX 5 List of Personnel

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INTRODUCTION Grubstake Management (Nfld.) Ltd., jointly with Alex Harris and Gordon Stefanuk, acquired 6 claim blocks totaling 164 claims on Fogo Island, Nfld., NTS sheet 2E/09.in 2009. Early in 2010 these claims were transferred to Newfoundland Fluorspar Exploration Ltd. (Newfluorex). Claim locations are shown on map 1. Initial claims were staked to acquire locations where high fluoride levels in well waters were previously reported. (Harris and others, 1973). Additional claims were staked based on air photo interpretation of linear structures, and regional lake sediment geochemistry. The lack of previous exploration, abundant outcrop, and high fluoride levels in both water and lake sediments make these claims attractive for fluorspar exploration. LOCATION AND ACCESS Fogo Island is located in northeastern Newfoundland on NTS map sheet 2E/09. Newfluorex claims are in the area between 49° 40’ to 49° 45’ north latitude, 54° 07’ to 54° 16’ west longitude. Access to Fogo Island is by a 1.5 hr. vehicle ferry trip from Farewell, Nfld. Paved highways (routes 333 and 334) provide good access to the claims. PREVIOUS EXPLORATION A search of Assessment Files and other documents at Department of Mines and Energy at St. John’s indicates that the area of Newfluorex’s Fogo Island claims is relatively unexplored. Rutledge and Seguin (1955) investigated an airborne magnetic anomaly 1 mile southeast of southern end of Shoal Bay. Their sketch map shows that they worked (1.5 days) in an area north of Gull Ponds and west of Birchy Pond. Anomaly was explained by magnetic aplite containing up to 3% fine dusty magnetite. Aplite intruded the older Fogo Island Batholith. Many grey-green diabase dykes cut the aplite and granite. Several other airborne magnetic anomalies on Fogo Island outside of Newfluorex’s claims were also investigated. Butler (1991) reported on a 2-day prospecting visit to Fogo Island. He identified a small molybdenite occurrence near Gull Pond, Central Fogo Island. Butler (personal communication, 2009) advised that this occurrence was located in a quarry – probably the same one shown on map 2 as Q1 where a small Barite occurrence was observed in a July, 2009 site visit. GEOLOGY Claims are located on the Devonian Fogo batholith (Baird, D.M., 1958), a pinkish red granite composed of quartz, feldspar, hornblende and some biotite. Currie (1997) remarked that the extreme scarcity of pegmatites, quartz veins, and alteration indicate relatively dry magma, greatly reducing the economic potential of the batholith. Sandeman

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and Malpas (1995) noted that Strong and Dickson (1978) had compared the Fogo Island batholith to the Mount Peyton batholith, a similar bimodal plutonic assemblage but concluded that their field, petrographic, and geochemical data demonstrate the anorogenic, alkaline nature of the granites of Fogo Island, and distinguish them from typical I-type, calc-alkaline granites of the Mount Peyton batholith. Field Observations Prior to staking claims, area was visited on July 22-23, 2009. Since interest was in vein minerals, which are generally softer than the surrounding granite, initial visits were made to 4 quarry sites visible on air photos. Quarry locations are shown as Q1 to Q4 on maps 2 to 5. 2 additional quarries (Q5 & Q6) were visited in July, 2010. First quarry visited (Q1) was East of highway at South Boundary of license 16407. This quarry is still active with many pieces of heavy equipment on site. Most of material exposed in quarry walls was a fine-grained aplitic material – possibly a contact phase of the granite. One small irregular vein of calcite and barite was noted within a large quartzite inclusion in the granite. Second quarry (Q2) visited was east of highway just south of village of Barr’d Islands on license 16408. This is an old overgrown site – no vein material noticed. Third quarry (Q3) visited was on School Rd. in Joe Batt’s Arm on license 16408. One subangular fragment of vein material, 7.5 cm in shortest dimension, largely quartz, was found. Fourth quarry (Q4) visited was on east boundary of license 16408 south of highway. Site appeared to have been used recently. No vein material noticed. At Q5, a sub-horizontal sill of Diabase was noted cutting the Granite. In the NE corner of quarry, this sill was offset by a minor fault with about 2m vertical displacement. At. Q6, an area of gossan is developed in siltstone of the Fogo Harbour Formation adjacent to the Granite contact. Only minor amounts of disseminated pyrite were noted. One vein structure was observed between road and harbour at Joe Batt’s Arm approximately 400 m south of Fish Plant (map 4,5). Vein is a Quartz stockwork zone in brecciated diabase and granite. Photo DSCF 2524 on page 6 shows vein, looking Southeast. This vein structure is on a prominent structure visible on air photos. A composite chip sample of Quartz (RF001, map 8) was collected in July 2010 and assayed for Au and 30-element ICP Scan with no significant results – Certificate of analysis is in Appendix 2. 1 sample of angular Quartz float from licence 16561M (RF003, map 9) was also analyzed with negative results. Granite outcrops frequently showed evidence of 3 sets of vertical jointing and 1 set of sub-horizontal jointing. At RF004 on coastline North of Village of Shoal Bay (Map 7), vertical joint sets were oriented at 001°, 041°, 127°.

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Diabase dykes are common and frequently follow joint orientations. Air Photo Interpretation – Linear Structures Linear features identified on air photos were drawn on overlays and transferred to a digital topographic map base. Identifiable structures were more apparent in areas of abundant bedrock exposure. It is expected that most of these structures are fault or shear zones, which may host vein-type mineralization. Linear features are shown on maps 2-5. GLACIATION St. Croix and Taylor (1991) report a complex ice-flow history for the region, having at lest four separate ice-flow events. The earliest ice-flow direction was east-southeast, followed by a second ice-flow direction trending north-northeast. The third ice-flow event ranged from a northeast flow in the west of the study area to a northwest flow in the east. The most recent ice-flow event was a local small-scale east-southeast-trending event recorded only in the west of the study area. Baird (1958) shows striations within the immediate vicinity of our claims ranging from northerly to north-northwesterly. FLUORIDE IN WATER The 1973 study (Harris and others) checked trace element concentrations in drinking water supplies from 32 Newfoundland Communities. A total of 56 samples were collected on Fogo Island from 11 communities. 3 of these samples returned high fluoride values in excess of 2 ppm, while 8 other samples had weakly to moderately anomalous values ranging from 0.24-0.75 ppm. Background samples were less than 0.06 ppm. The 2 highest values (4.0 and 3.5 ppm.) and 3 of the moderately anomalous values are located at Joe Batt’s Arm (Lic. 16407) and the 3rd high value (2.1 ppm.) is at Fogo Central High School (Lic. 16408). Gibbons and others (1985) reported fluorine analyses of 50 drinking water samples from 47 Nfld. communities and reviewed the 1973 work noting that only 6 sites were duplicated in both studies with comparable results. He commented that high values for Fogo Island can be correlated with a fluorine-rich granite on the northern part of the island. I consider the high variability of fluoride levels within a single community to reflect presence of local concentrations of a more-soluble fluoride mineral, with fluorite (Fluorspar) being the most common. A fluorine-rich granite would be expected to produce an area with a higher, but relatively constant regional background level. Statistical analysis of fluoride in water from both studies gave following results: Fogo Island data (1973) ranged from 0.01ppm Fluoride to 4.00ppm, with mean of 0.28, standard deviation of 0.76, and median of 0.035; data from other Newfoundland communities (1973) ranged from 0.01ppm Fluoride to 0.70ppm, with mean of 0.04,

6

DSCF 2524: view of vein at Joe Batt’s Arm looking Southeast

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standard deviation of 0.07, and median of 0.03. Gibbons (1985) data, excluding 3 communities with artificial fluoridation, ranged from 0.01ppm Fluoride to 0.41ppm, with mean of 0.06, standard deviation of 0.09, and median of 0.03. The close comparison of median values for the 3 data sets is a good indication of reliability of data. Calculating a threshold value for data from other Newfoundland communities at mean + 2 Standard Deviations (Harris, 1976) indicates that values over 0.18ppm are anomalous. Tilsley (1972) discussed fluorspar exploration techniques and fluorine geochemistry. He indicated that solubility of CaF2 decreases rapidly from 8.76 mg/kg H2O at 23C toward near zero at the freezing point. Waters examined from the St. Lawrence Area ranged from less than 0.2 ppm to maximum of 2.8 ppm. He stated “a fluorine anomaly is defined as a group of samples which show … a fluoride content which exceeds the regional background by a factor of at least 2. Background values … usually range between 0.05 and 0.30 ppm fluorine.” Tilsley(1972) reported that there is often little mixing of surface and ground waters in the St. Lawrence Area due to the presence of an impermeable “placon” layer of iron and manganese oxides. It is likely that a similar condition exists at Fogo Island and partially explains the lack of Fluoride in surface waters. Tilsley (1975) observed that the ‘contribution rate’ of fluorine by fluorite to neutral water is relatively constant until concentrations of between 1.5 and 2.2 ppm Fluoride in water have been reached. LAKE SEDIMENT GEOCHEMISTRY We have also examined lake sediment geochemical data available on-line in Newfoundland Dept. of Mines and Energy database. Fluoride We noted that high fluoride values were located on and adjacent to our claims. A total of 58 lake sediment geochemical sample sites were available in database for Fogo Island. We have compared these fluoride values with St. Lawrence Area which is the most important Fluorspar Mining District in Canada (excluding 2 obviously contaminated samples - Shoal Cove Pond with tailings from St. Lawrence Corporation over a 20-year period, and 1 site near Iron Spring’s Mine which was also much higher than other values in area). St. Lawrence Area contained a few values higher than values on Fogo Island, probably because of the numerous trenches and exploration shafts on veins in the St. Lawrence area. Fogo Island data ranged from 20ppm Fluoride to 899ppm, with mean of 213, standard deviation of 201, and median of 152. St. Lawrence area data ranged from 40ppm Fluoride to 1824ppm, with mean of 361, standard deviation of 408, and median of 179. We also looked for comparative purposes at 2 other areas, the Gander Bay area adjacent to Fogo Island, and the Central Avalon area south and west from St. John's. Gander Bay area data ranged from 20ppm Fluoride to 304 ppm, with mean of 98, standard deviation of 56, and median of 92. Avalon data ranged from 40ppm Fluoride to

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158ppm, with mean of 72, standard deviation of 33, and median of 61. Compared to both these areas, most values in both Fogo Island and St. Lawrence Area are clearly anomalous. Calculating a threshold value for combined Gander Bay and Avalon areas at mean + 2 Standard Deviations (Harris, 1976) indicates that values over 175 ppm are anomalous. Multielement We have examined coloured contour maps of lake sediment geochemical data for Fogo Island available on-line in Newfoundland Dept. of Mines and Energy database for selected elements. Examination and comparison of these maps indicates similar patterns for Fluoride(F9), Iron(Fe3), Lead(Pb3), Manganese(Mn3), Molybdenum, Uranium(U8) and Zinc(Zn3) suggesting a possible positive correlation of these elements. Copper, Chromium, and Loss on Ignition(LOI) had strongly dis-similar patterns suggesting negative correlations. HYDROGEOCHEMICAL SURVEY AND PROSPECTING 199 water samples were collected during July, 2010, and a further 20 in August from locations shown on maps 6-9. Most samples were from surface ponds and streams. Samples WF193, 19, 200-204, 214, and 216-219 were from well water sources actively in use. Samples WF 205-207 were collected from wells no longer in use using a foot-valve attached to a garden hose as a sampler. These three samples were contaminated with rust from well casings and were filtered prior to analysis. Complete Analytical data are enclosed in Appendix 2. All sample locations were marked on Air Photo overlays and also recorded on Garmin eTrex H GPS units. A complete listing of GPS data is included in Appendix 3. 93.4% of samples collected in July had fluoride levels below the 0.1 ppm detection limit. 10 values of 0.1 ppm were mainly clustered on licence 016408M which also had 1 value of 0.2 ppm from surface water and 1.9 from well supply at Fogo Central High School. Additional well sampling in this area in August gave 1 value of 4ppm (WF202), 2 of 3ppm (WF214, 217), 1 of 1.7 (WF 201), 1 of 1.4 (WF 200) and 5 other values at or above the 0.5 ppm level. Well samples from August at Joe Batt’s Arm (016407M) gave 2 values of 0.2 ppm and 1 of 0.9 ppm. It was not possible to resample well near Fish Plant which had value of 4.0 ppm in 1973 survey. July surface sample WF068 was an isolated 0.2 ppm value at West part of 16407M South of Barr’d Islands. Follow-up samples 208-210 nearby gave identical results and 212-213 (+064) are 0.1 ppm. Prospecting observations were made during Hydrogeochemical Survey Traverses. All Traverse lines as recorded by GPS are shown on maps 6-9. Other than the Vein and 1 Quartz Float noted on p. 4 above, no mineralization was observed.

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Harris, A. and others, 1973: Environment and Health in Newfoundland. Unpublished Report, Memorial University of Newfoundland. Available at Mineral Development Division, Nfld. Dept. of Mines and Energy as Open File Nfld. (1035). Harris, A., 1976: Definition and Priority Rating of Exploration Targets in the Coldspring Pond Area, Central Newfoundland; J. Geochem. Expl., 6, p. 91-101. Rutledge, D.W., and Seguin, E., 1955: Magnetic Anomaly Reports, North Coast, Newfoundland, 1953-55. Unpublished report for NALCO, Nf. Miner. Dev. Div., Assess. File 2E/0076. Sandeman, H.A., and Malpas, John, 1995: Epizonal I- and A-type granites and associated ash-flow tuffs, Fogo Island, northeast Newfoundland., Ca. J. Earth Sci. 32:1835-1844. St Croix, L and Taylor, D M, 1991: Regional striation survey and deglacial history of the Notre Dame Bay area, Newfoundland. Pp 61-68 in Current Research, Geological Survey Branch, Nfld. Dept. of Mines and Energy Report 91-1. Strong, D.F., and Dickson, L.W., 1978: Geochemistry of Paleozoic granitoid plutons from contrasting tectonic zones of northeast Newfoundland. Ca. J. Earth Sci. 15;145-156. Tilsley, J.E., 1972: Exploration for Fluorspar, An explanation of Techniques and Discussion of Fluorine Geochemistry. Nf. Miner. Dev. Div., Assess. File 001L/14/0067. Tilsley, J.E., 1975: Application of geophysical, geochemical and deep overburden sampling techniques to exploration for fluorspar in glaciated terrain; pp. 126-133 in Prospecting in areas of Glaciated Terrain; Jones, M.J., (editor) Nf. Geol. Surv. Br. File Nfld/1215.

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APPENDIX 1 Maps:

Seldom Come By

MineralLicence:

016562M

MineralLicence:

016526M

MineralLicence:

016561M

MineralLicence:

016407M

MineralLicence:

016408MMineralLicence:

016563M

Fogo

DeepBay

FogoAirstrip

Joe Batt's Arm-Barr'd Islnd-Shoal Bay

Q1

Ba 1

Q3Q2

Q4

Q5

Q6

FogoCentral

Tilting

Drafting by: G. Stefanuk, C. Tech.

700000m E 710000m E

5510

000m

N55

0000

0m N

NTS Map Reference: FOGO 2E/9UTM Zone 21, Nad 27

Basemap from: Dept. Environment& Conservation

Surveys & Mapping Division

Location of ClaimsBarite Occurrence

Vein OutcropQuarry Sites

Legend

Mineral Licence Boundary

Ba 1

Q1

Newfoundland Fluorspar Exploration Ltd.Fogo Island Claims

40000 2000Scale: 1 : 100,0001000 www.NewFluorEx.com Sept. 12, 2010 Map L1

Q1

F9(341)

F9(721)

Cemetery

MineralLicence:

016563M

MineralLicence:

016408M

FogoAirstrip Ba 1

Q5

Q6

FogoCentral

05

697000m E

5504

000m

N

98 99 700

0607

08

www.NewFluorEx.com Sept. 12, 2010 Map L2

Linear Structures & Observations

5000 1000m250Scale: 1 : 25,000

NTS Map Reference:FOGO 2E/9

UTM Zone 21, Nad 27

Linear Structures From Air PhotosF9(721) Lake Sediment Sample Fluorine, ppm

Barite Occurrence

Vein OutcropQuarry Sites

LegendMineral Licence Boundary

Ba 1

Q1

5509

000m

N

701000m E

Photo Interpretation by: Alex Harris, B. Sc.Drafting by: G. Stefanuk, C. Tech.

Newfoundland Fluorspar Exploration Ltd.Fogo Island Claims

F9(255)

F9(899)

F9(454)

F9(721)

F9(220)

ShoalBay

MineralLicence:

016408MMineralLicence:

016562M

MineralLicence:

016526M

05

702000m E

5504

000m

N

03 04

0607

08

5000 1000m250Scale: 1 : 25,000

NTS Map Reference:FOGO 2E/9

UTM Zone 21, Nad 27

Linear Structures From Air PhotosF9(721) Lake Sediment Sample Fluorine, ppm

Barite Occurrence

Vein OutcropQuarry Sites

LegendMineral Licence Boundary

Ba 1

Q1

705000m E

5509

000m

N

www.NewFluorEx.com Sept. 12, 2010 Map L3

Linear Structures & ObservationsPhoto Interpretation by: Alex Harris, B. Sc.

Drafting by: G. Stefanuk, C. Tech.

Newfoundland Fluorspar Exploration Ltd.Fogo Island Claims

Q3

Q2

F9(1

F9(708)

F9(899)

F9(326)

F9(245)

F9(141)

Barr'dIsland

MineralLicence:

016562M

MineralLicence:

016407M

MineralLicence:

016526M

Joe Batt's Arm

MineralLicence:

016561M

10

702000m E

5509

000m

N

03 04

1112

13

5000 1000m250Scale: 1 : 25,000

NTS Map Reference:FOGO 2E/9

UTM Zone 21, Nad 27

Linear Structures From Air PhotosF9(721) Lake Sediment Sample Fluorine, ppm

Barite Occurrence

Vein OutcropQuarry Sites

LegendMineral Licence Boundary

Ba 1

Q1

705000m E

5514

000m

N

www.NewFluorEx.com Sept. 12, 2010 Map L4

Linear Structures & ObservationsPhoto Interpretation by: Alex Harris, B. Sc.

Drafting by: G. Stefanuk, C. Tech.

Newfoundland Fluorspar Exploration Ltd.Fogo Island Claims

Q4

F9(194)

F9(708)

F9(899)

F9(245)

F9(734)

MineralLicence:

016526M

MineralLicence:

016561M

MineralLicence:

016562M

MineralLicence:

016407M

Joe Batt's Arm

704000m E 05 06 07

1055

0900

0m N

1112

13

5000 1000m250Scale: 1 : 25,000

NTS Map Reference:FOGO 2E/9

UTM Zone 21, Nad 27

Linear Structures From Air PhotosF9(721) Lake Sediment Sample Fluorine, ppm

Barite Occurrence

Vein OutcropQuarry Sites

LegendMineral Licence Boundary

Ba 1

Q1

5514

000m

N

708000m E

www.NewFluorEx.com Sept 12, 2010 Map L5

Linear Structures & ObservationsPhoto Interpretation by: Alex Harris, B. Sc.

Drafting by: G. Stefanuk, C. Tech.

Newfoundland Fluorspar Exploration Ltd.Fogo Island Claims

F

F9(341)

F9(721)

Cemetery

MineralLicence:

016563M

MineralLicence:

016408M

FogoAirstrip

FogoCentral

05

697000m E

5504

000m

N

98 99 700

0607

0855

0900

0m N

701000m E

www.NewFluorEx.com Sept. 12, 2010 Map S6

2010 Sample LocationsDrafting by: G. Stefanuk, C. Tech.

Newfoundland Fluorspar Exploration Ltd.Fogo Island Claims

5000 1000m250

Scale: 1 : 25,000

NTS Map Reference:FOGO 2E/9

UTM Zone 21, Nad 27Water Sample Locations 2010

LegendMineral Licence Boundary

Exploration Traverse Location

Rock Sample Locations 2010Proposed Test Pit

ShoalBay

MineralLicence:

016408MMineralLicence:

016562M

MineralLicence:

016526M

05

702000m E

5504

000m

N

03 04

0607

08

5000 1000m250

Scale: 1 : 25,000

NTS Map Reference:FOGO 2E/9

UTM Zone 21, Nad 27

705000m E

5509

000m

N

www.NewFluorEx.com Sept. 12, 2010 Map S7

2010 Sample LocationsDrafting by: G. Stefanuk, C. Tech.

Newfoundland Fluorspar Exploration Ltd.Fogo Island Claims

Water Sample Locations 2010

LegendMineral Licence Boundary

Exploration Traverse Location

Rock Sample Locations 2010Proposed Test Pit

Barr'dIsland

MineralLicence:

016562M

MineralLicence:

016407M

MineralLicence:

016526M

Joe Batt's Arm

MineralLicence:

016561M

10

702000m E

5509

000m

N

03 04

1112

13

705000m E

5514

000m

N

www.NewFluorEx.com Sept. 12, 2010 Map S8

2010 Sample LocationsDrafting by: G. Stefanuk, C. Tech.

Newfoundland Fluorspar Exploration Ltd.Fogo Island Claims

5000 1000m250

Scale: 1 : 25,000

NTS Map Reference:FOGO 2E/9

UTM Zone 21, Nad 27Water Sample Locations 2010

LegendMineral Licence Boundary

Exploration Traverse Location

Rock Sample Locations 2010Proposed Test Pit

MineralLicence:

016526M

MineralLicence:

016561M

MineralLicence:

016562M

MineralLicence:

016407M

Joe Batt's Arm

704000m E 05 06 07

1055

0900

0m N

1112

1355

1400

0m N

708000m E

www.NewFluorEx.com Sept 12, 2010 Map S9

2010 Sample LocationsDrafting by: G. Stefanuk, C. Tech.

Newfoundland Fluorspar Exploration Ltd.Fogo Island Claims

5000 1000m250

Scale: 1 : 25,000

NTS Map Reference:FOGO 2E/9

UTM Zone 21, Nad 27Water Sample Locations 2010

LegendMineral Licence Boundary

Exploration Traverse Location

Rock Sample Locations 2010Proposed Test Pit

12

APPENDIX 2 Certificates of Analysis

Client:GeologistPrcject:Sample:

DskFile:

Dateln:DateOut:

NeMoundland Fluorspar Exploration LtdAlex HanisFogoRock

E101 1370

August 23, 201 0September 02, 2010

Au Fire Assay/lCP Geochemistry Certificate

Eastem Analytical LimitedP.O. Box 187

Little Bay RoadSpringdale, NL

AOJ 1TO

Phone: 709-6713909Fax: 709-673-3408

Email:eastemanalytical@nf .aibn.mm

Signed by:

(Con@ntrations in assay rangemay €use inlerferences inassociated elements.)

SampleNumber

Auppb

Ce Sr Bappm ppm ppm

Na Mo Al Beo/o ppm o/o PPm

F e P H go/o ok ppm

M g A s Vo/o ppm PPm

Ca Zn Cu Sb A9 Pb Bio/o PPm PPm PPm PPm PPm PPm

T i C d C o N i W L a K M n S n C ro/o ppm ppm ppm ppm ppm o/o ppm ppm ppm

RF000'tRF0003

130 20 350119 20 302

3 9 1 0' I 5 10

0.50.5

oo1 0.461 0.25

5J

2728

55

10 0.83 0.o216 0.39 0.O2

't o.21't 0.04

14 0.233 0 .18

2 0.012 0.o'l

10 0 .1210 0. ' t4

0.5 0.06 160.5 0.09 2

c

50.50.3

Your Project #: WF Site: FOGO Your C.O.C. #: 13370

Attention: Alex HarrisNewFluorEx5-1035 Boychuk DrSaskatoon, SKCANADA S7H5B2

Report Date: 2010/07/30

CERTIFICATE OF ANALYSIS

MAXXAM JOB #: B094351Received: 2010/07/16, 9:25

Sample Matrix: Water# Samples Received: 201

Date Date MethodAnalyses Quantity Extracted Analyzed Laboratory Method ReferenceFluoride 19 N/A 2010/07/20 ATL SOP 00043 R3 Based on SM4500F-C Fluoride 1 N/A 2010/07/22 ATL SOP 00043 R3 Based on SM4500F-C Fluoride 20 N/A 2010/07/23 ATL SOP 00043 R3 Based on SM4500F-C Fluoride 80 N/A 2010/07/24 ATL SOP 00043 R3 Based on SM4500F-C Fluoride 40 N/A 2010/07/25 ATL SOP 00043 R3 Based on SM4500F-C Fluoride 30 N/A 2010/07/26 ATL SOP 00043 R3 Based on SM4500F-C Fluoride 11 N/A 2010/07/28 ATL SOP 00043 R3 Based on SM4500F-C

* RPDs calculated using raw data. The rounding of final results may result in the apparent difference.

Encryption Key

Please direct all questions regarding this Certificate of Analysis to your Project Manager.

KATIE COHOON, Bedford Client ServicesEmail: [email protected]# (902) 420-0203

====================================================================Maxxam has procedures in place to guard against improper use of the electronic signature and have the required "signatories", as per section5.10.2 of ISO/IEC 17025:2005(E), signing the reports. For Service Group specific validation please refer to the Validation Signature Page.

Total cover pages: 1

This document is in electronic format, hard copy is available on request.

Page 1 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 0 5 G N 3 7 0 6 G N 3 7 0 7 G N 3 7 0 8Sampling Date 2010/07/07 2010/07/07 2010/07/07 2010/07/07

16:30 17:25 17:40 17:45COC Number 13370 13370 13370 13370

U n i t s Criteria A 001 002 003 004 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2211854

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 2 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 0 9 G N 3 7 1 0 G N 3 7 1 1 G N 3 7 1 2Sampling Date 2010/07/08 2010/07/08 2010/07/08 2010/07/08

06:30 06:35 06:48 06:55COC Number 13370 13370 13370 13370

U n i t s Criteria A 005 006 007 008 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2211854

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 3 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 1 3 G N 3 7 1 4 G N 3 7 1 5 G N 3 7 1 6Sampling Date 2010/07/08 2010/07/08 2010/07/08 2010/07/08

07:02 07:06 07:28 07:38COC Number 13370 13370 13370 13370

U n i t s Criteria A 009 010 011 012 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2211854

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 4 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 1 7 G N 3 7 1 8 G N 3 7 1 9 G N 3 7 2 0Sampling Date 2010/07/08 2010/07/08 2010/07/08 2010/07/08

07:52 07:58 08:08 08:15COC Number 13370 13370 13370 13370

U n i t s Criteria A 013 014 015 016 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2211854

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 5 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 2 1 G N 3 7 2 2 G N 3 7 2 3 G N 3 7 2 4Sampling Date 2010/07/08 2010/07/08 2010/07/08 2010/07/08

08:33 13:42 13:57 14:03COC Number 13370 13370 13370 13370

U n i t s Criteria A 017 018 019 020 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2211854

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 6 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 2 5 G N 3 7 2 6 G N 3 7 2 7 G N 3 7 2 8Sampling Date 2010/07/08 2010/07/08 2010/07/08 2010/07/08

14:13 14:13 14:34 14:48COC Number 13370 13370 13370 13370

U n i t s Criteria A 021 022 023 024 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2215575

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 7 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 2 9 G N 3 7 3 0 G N 3 7 3 1 G N 3 7 3 2Sampling Date 2010/07/08 2010/07/08 2010/07/08 2010/07/09

14:57 15:06 15:17 08:18COC Number 13370 13370 13370 13370

U n i t s Criteria A 025 026 027 028 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2215575

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 8 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 3 3 G N 3 7 3 4 G N 3 7 3 5 G N 3 7 3 6Sampling Date 2010/07/09 2010/07/09 2010/07/09 2010/07/09

08:27 08:37 08:46 08:57COC Number 13370 13370 13370 13370

U n i t s Criteria A 029 030 031 032 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2215575

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 9 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 3 7 G N 3 7 3 8 G N 3 7 3 9 G N 3 7 4 0Sampling Date 2010/07/09 2010/07/09 2010/07/09 2010/07/09

09:09 09:20 09:36 09:54COC Number 13370 13370 13370 13370

U n i t s Criteria A 033 034 035 037 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2215575

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 10 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 4 1 G N 3 7 4 2 G N 3 7 4 3 G N 3 7 4 4Sampling Date 2010/07/09 2010/07/09 2010/07/09 2010/07/09

09:46 10:09 10:15 10:22COC Number 13370 13370 13370 13370

U n i t s Criteria A 036 038 039 040 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2215575

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 11 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 4 5 G N 3 7 4 6 G N 3 7 4 7 G N 3 7 4 8Sampling Date 2010/07/09 2010/07/09 2010/07/09 2010/07/10

10:30 11:04 11:21 07:30COC Number 13370 13370 13370 13370

U n i t s Criteria A 041 042 043 044 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216053

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 12 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 4 9 G N 3 7 5 0 G N 3 7 5 1 G N 3 7 5 2Sampling Date 2010/07/10 2010/07/10 2010/07/10 2010/07/10

07:40 07:48 08:01 08:16COC Number 13370 13370 13370 13370

U n i t s Criteria A 045 046 047 048 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216053

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 13 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 5 3 G N 3 7 5 4 G N 3 7 5 5 G N 3 7 5 6Sampling Date 2010/07/10 2010/07/10 2010/07/10 2010/07/10

08:25 08:40 09:00 09:21COC Number 13370 13370 13370 13370

U n i t s Criteria A 049 050 051 052 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216053

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 14 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 5 7 G N 3 7 5 8 G N 3 7 5 9 G N 3 7 6 0Sampling Date 2010/07/10 2010/07/10 2010/07/10 2010/07/10

09:35 09:42 09:55 10:03COC Number 13370 13370 13370 13370

U n i t s Criteria A 053 054 055 056 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216053

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 15 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 6 1 G N 3 7 6 2 G N 3 7 6 3 G N 3 7 6 4Sampling Date 2010/07/10 2010/07/10 2010/07/10 2010/07/10

10:12 10:18 11:03 11:26COC Number 13370 13370 13370 13370

U n i t s Criteria A 057 058 059 060 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216053

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 16 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 6 5 G N 3 7 6 6 G N 3 7 6 7 G N 3 7 6 8Sampling Date 2010/07/10 2010/07/10 2010/07/10 2010/07/12

11:29 11:39 12:05 07:18COC Number 13370 13370 13370 13370

U n i t s Criteria A 061 062 063 064 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND 0.1 0.1 2216054

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 17 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 6 9 G N 3 7 7 0 G N 3 7 7 1 G N 3 7 7 2Sampling Date 2010/07/12 2010/07/12 2010/07/12 2010/07/12

07:24 07:29 07:36 07:45COC Number 13370 13370 13370 13370

U n i t s Criteria A 065 066 067 068 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND 0.2 0.1 2216054

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 18 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 7 3 G N 3 7 7 4 G N 3 7 7 5 G N 3 7 7 6Sampling Date 2010/07/12 2010/07/12 2010/07/12 2010/07/12

07:51 07:58 08:09 08:14COC Number 13370 13370 13370 13370

U n i t s Criteria A 069 070 071 072 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216054

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 19 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 7 7 G N 3 7 7 8 G N 3 7 7 9 G N 3 7 8 0Sampling Date 2010/07/12 2010/07/12 2010/07/12 2010/07/12

08:21 08:25 08:32 08:38COC Number 13370 13370 13370 13370

U n i t s Criteria A 073 074 075 076 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216054

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 20 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 8 1 G N 3 7 8 2 G N 3 7 8 3 G N 3 7 8 4Sampling Date 2010/07/12 2010/07/12 2010/07/12 2010/07/12

08:45 08:58 09:11 09:22COC Number 13370 13370 13370 13370

U n i t s Criteria A 077 078 079 080 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216054

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 21 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 8 5 G N 3 7 8 6 G N 3 7 8 7 G N 3 7 8 8Sampling Date 2010/07/13 2010/07/13 2010/07/13 2010/07/13

07:30 07:35 07:48 07:54COC Number 13370 13370 13370 13370

U n i t s Criteria A 081 082 083 084 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216059

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 22 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 8 9 G N 3 7 9 0 G N 3 7 9 1 G N 3 7 9 2Sampling Date 2010/07/13 2010/07/13 2010/07/13 2010/07/13

08:07 08:13 08:18 08:26COC Number 13370 13370 13370 13370

U n i t s Criteria A 085 086 087 088 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216059

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 23 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 9 3 G N 3 7 9 4 G N 3 7 9 5 G N 3 7 9 6Sampling Date 2010/07/13 2010/07/13 2010/07/13 2010/07/13

08:38 08:46 08:51 09:02COC Number 13370 13370 13370 13370

U n i t s Criteria A 089 090 091 092 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216059

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 24 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 7 9 7 G N 3 7 9 8 G N 3 7 9 9 G N 3 8 0 0Sampling Date 2010/07/13 2010/07/13 2010/07/13 2010/07/13

09:15 09:20 09:27 09:39COC Number 13370 13370 13370 13370

U n i t s Criteria A 093 094 095 096 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216059

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 25 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 0 1 G N 3 8 0 2 G N 3 8 0 3 G N 3 8 0 4Sampling Date 2010/07/13 2010/07/13 2010/07/13 2010/07/13

09:59 10:07 10:15 10:20COC Number 13370 13370 13370 13370

U n i t s Criteria A 097 098 099 100 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216059

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 26 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 0 5 G N 3 8 0 6 G N 3 8 0 7 G N 3 8 0 8Sampling Date 2010/07/08 2010/07/08 2010/07/08 2010/07/08

07:11 08:04 08:28 08:53COC Number 13370 13370 13370 13370

U n i t s Criteria A 101 102 103 104 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216191

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 27 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 0 9 G N 3 8 1 0 G N 3 8 1 1 G N 3 8 1 2Sampling Date 2010/07/08 2010/07/08 2010/07/08 2010/07/08

09:35 10:14 10:52 11:11COC Number 13370 13370 13370 13370

U n i t s Criteria A 105 106 107 108 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216191

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 28 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 1 3 G N 3 8 1 4 G N 3 8 1 5 G N 3 8 1 6Sampling Date 2010/07/08 2010/07/08 2010/07/08 2010/07/08

11:19 13:51 14:01 14:18COC Number 13370 13370 13370 13370

U n i t s Criteria A 109 110 111 112 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND 0.1 0.1 ND 0.1 2216191

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 29 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 1 7 G N 3 8 1 8 G N 3 8 1 9 G N 3 8 2 0Sampling Date 2010/07/08 2010/07/08 2010/07/08 2010/07/08

14:29 14:34 14:48 15:00COC Number 13370 13370 13370 13370

U n i t s Criteria A 113 114 115 116 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 0.1 0.1 0.1 ND 0.1 2216191

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 30 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 2 1 G N 3 8 2 2 G N 3 8 2 3 G N 3 8 2 4Sampling Date 2010/07/08 2010/07/08 2010/07/08 2010/07/08

15:25 15:50 16:00 16:12COC Number 13370 13370 13370 13370

U n i t s Criteria A 117 118 119 120 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216191

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 31 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 2 5 G N 3 8 2 6 G N 3 8 2 7 G N 3 8 2 8Sampling Date 2010/07/08 2010/07/08 2010/07/08 2010/07/08

16:35 16:44 16:58 17:09COC Number 13370 13370 13370 13370

U n i t s Criteria A 121 122 123 124 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216358

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 32 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 2 9 G N 3 8 3 0 G N 3 8 3 1 G N 3 8 3 2Sampling Date 2010/07/08 2010/07/08 2010/07/09 2010/07/09

17:26 17:40 08:14 08:33COC Number 13370 13370 13370 13370

U n i t s Criteria A 125 126 127 128 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216358

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 33 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 3 3 G N 3 8 3 4 G N 3 8 3 5 G N 3 8 3 6Sampling Date 2010/07/09 2010/07/09 2010/07/09 2010/07/09

08:44 08:58 09:21 09:48COC Number 13370 13370 13370 13370

U n i t s Criteria A 129 130 131 132 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216358

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 34 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 3 7 G N 3 8 3 8 G N 3 8 3 9 G N 3 8 4 0Sampling Date 2010/07/09 2010/07/09 2010/07/09 2010/07/09

10:38 10:50 11:10 11:30COC Number 13370 13370 13370 13370

U n i t s Criteria A 133 134 135 136 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216358

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 35 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 4 1 G N 3 8 4 2 G N 3 8 4 3 G N 3 8 4 4Sampling Date 2010/07/09 2010/07/09 2010/07/09 2010/07/09

11:39 12:29 12:37 13:01COC Number 13370 13370 13370 13370

U n i t s Criteria A 137 138 139 140 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216358

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 36 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 4 5 G N 3 8 4 6 G N 3 8 4 7 G N 3 8 4 8Sampling Date 2010/07/09 2010/07/09 2010/07/10 2010/07/10

13:11 13:34 07:47 08:14COC Number 13370 13370 13370 13370

U n i t s Criteria A 141 142 143 144 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216359

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 37 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 4 9 G N 3 8 5 0 G N 3 8 5 1 G N 3 8 5 2Sampling Date 2010/07/10 2010/07/10 2010/07/10 2010/07/10

08:29 08:55 09:31 09:47COC Number 13370 13370 13370 13370

U n i t s Criteria A 145 146 147 148 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216359

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 38 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 5 3 G N 3 8 5 4 G N 3 8 5 5 G N 3 8 5 6Sampling Date 2010/07/10 2010/07/10 2010/07/10 2010/07/10

10:04 10:45 11:35 12:31COC Number 13370 13370 13370 13370

U n i t s Criteria A 149 150 151 152 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216359

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 39 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 5 7 G N 3 8 5 8 G N 3 8 5 9 G N 3 8 6 0Sampling Date 2010/07/10 2010/07/10 2010/07/10 2010/07/10

12:41 12:56 13:16 13:24COC Number 13370 13370 13370 13370

U n i t s Criteria A 153 154 155 156 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND 0.1 ND 0.1 2216359

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 40 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 6 1 G N 3 8 6 2 G N 3 8 6 3 G N 3 8 6 4Sampling Date 2010/07/10 2010/07/10 2010/07/10 2010/07/12

13:37 16:27 16:38 07:45COC Number 13370 13370 13370 13370

U n i t s Criteria A 157 158 159 160 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2216359

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 41 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 6 5 G N 3 8 6 6 G N 3 8 6 7 G N 3 8 6 8Sampling Date 2010/07/12 2010/07/12 2010/07/12 2010/07/12

07:50 08:02 08:17 08:36COC Number 13370 13370 13370 13370

U n i t s Criteria A 161 162 163 164 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2217658

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 42 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 6 9 G N 3 8 7 6 G N 3 8 7 7 G N 3 8 7 8Sampling Date 2010/07/12 2010/07/12 2010/07/12 2010/07/12

08:42 08:51 09:08 09:18COC Number 13370 13370 13370 13370

U n i t s Criteria A 165 166 167 168 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 0.2 0.1 ND ND 0.1 2217658

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 43 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 7 9 G N 3 8 8 0 G N 3 8 8 1 G N 3 8 8 2Sampling Date 2010/07/12 2010/07/12 2010/07/12 2010/07/12

09:32 10:14 11:00 11:09COC Number 13370 13370 13370 13370

U n i t s Criteria A 169 170 QC Batch 171 172 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND 0.1 2217658 0.1 ND 0.1 2217663

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects on health. Whenexceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authority responsible for drinking watersupplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere with practices forsupplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0 NTU andfor membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other types of treatmentsystems.

Page 44 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 8 3 G N 3 8 8 4 G N 3 8 8 5 G N 3 8 8 6Sampling Date 2010/07/12 2010/07/13 2010/07/13 2010/07/13

20:03 07:54 08:20 08:36COC Number 13370 13370 13370 13370

U n i t s Criteria A 173 174 175 176 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2217663

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 45 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 8 7 G N 3 8 8 8 G N 3 8 8 9 G N 3 8 9 0Sampling Date 2010/07/13 2010/07/13 2010/07/13 2010/07/13

08:49 09:09 09:18 09:42COC Number 13370 13370 13370 13370

U n i t s Criteria A 177 178 179 180 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2217663

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 46 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 9 1 G N 3 8 9 2 G N 3 8 9 3 G N 3 8 9 4Sampling Date 2010/07/13 2010/07/13 2010/07/13 2010/07/13

09:57 10:16 10:26 10:54COC Number 13370 13370 13370 13370

U n i t s Criteria A 181 182 183 184 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2217663

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 47 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 9 5 G N 3 8 9 6 G N 3 8 9 7 G N 3 8 9 8Sampling Date 2010/07/13 2010/07/13 2010/07/13 2010/07/13

11:04 11:18 11:48 12:36COC Number 13370 13370 13370 13370

U n i t s Criteria A 185 186 187 188 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2217663

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 48 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 8 9 9 G N 3 9 0 0 G N 3 9 0 1 G N 3 9 0 2Sampling Date 2010/07/13 2010/07/13 2010/07/06 2010/07/06

12:56 13:08 14:30 15:30COC Number 13370 13370 13370 13370

U n i t s Criteria A 189 190 QC Batch 001 (WGN) 002 (WGN) RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND 2217663 ND ND 0.1 2219738

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects on health. Whenexceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authority responsible for drinking watersupplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere with practices forsupplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0 NTU andfor membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other types of treatmentsystems.

Page 49 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 9 0 3 G N 3 9 0 4 G N 3 9 0 5 G N 3 9 0 6Sampling Date 2010/07/13 2010/07/13 2010/07/13 2010/07/13

13:57 15:41 15:22 15:38COC Number 13370 13370 13370 13370

U n i t s Criteria A 191 (WF) 192 RDL 193 RDL 194 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND 0.1 1.9 0.5 ND 0.1 2219738

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects on health. Whenexceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authority responsible for drinking watersupplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere with practices forsupplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0 NTU and formembrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other types of treatmentsystems.

Page 50 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 3 9 0 7 G N 3 9 0 8 G N 3 9 0 9 G N 3 9 1 0Sampling Date 2010/07/13 2010/07/13 2010/07/13 2010/07/13

15:44 15:48 16:18 16:28COC Number 13370 13370 13370 13370

U n i t s Criteria A 195 196 197 198 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND ND ND ND 0.1 2219738

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 51 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

RESULTS OF ANALYSES OF WATER

Maxxam ID G N 4 7 0 1Sampling Date 2010/07/14

10:25COC Number 13370

U n i t s Criteria A 199 (WF) RDL QC BatchTAP WATER

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 0.2 0.1 2219738

RDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality(SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances thatare known or suspected to cause adverse effects on health. When exceeded,minimum action required is immediate resampling. If continuous exceedanceoccurs, the local authority responsible for drinking water supplies should beconsulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that canaffect its acceptance by consumers or interfere with practices for supplying goodquality water. If a concentration is well above an AO, then there is a possibility of ahealth hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatmentsystem. For slow sand or diatomaceous earth filtration 1.0 NTU and for membranefiltration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants usingaluminium-based coagulants, 0.2mg/L applies to other types of treatment systems.

Page 52 of 55

NewFluorExMaxxam Job #: B094351 Client Project #: WFReport Date: 2010/07/30 Project name: FOGO

Sampler Initials: AH

GENERAL COMMENTS

Results relate only to the items tested.

Page 53 of 55

NewFluorExAttention: Alex Harris Client Project #: WFP.O. #: Project name: FOGO

Quality Assurance ReportMaxxam Job Number: DB094351

QA/QC DateBatch AnalyzedNum Init QC Type Parameter yyyy/mm/dd Value Recovery Units QC Limits

2211854 ARS Matrix Spike[GN3705-01] Dissolved Fluoride (F-) 2010/07/20 108 % 80 - 120QC Standard Dissolved Fluoride (F-) 2010/07/20 102 % 80 - 120Spiked Blank Dissolved Fluoride (F-) 2010/07/20 101 % 80 - 120Method Blank Dissolved Fluoride (F-) 2010/07/20 ND, RDL=0.1 mg/LRPD [ G N 3 7 0 5 - 0 1 ] Dissolved Fluoride (F-) 2010/07/20 NC % 25

2215575 ARS Matrix Spike[GN3725-01] Dissolved Fluoride (F-) 2010/07/23 116 % 80 - 120QC Standard Dissolved Fluoride (F-) 2010/07/23 100 % 80 - 120Spiked Blank Dissolved Fluoride (F-) 2010/07/23 101 % 80 - 120Method Blank Dissolved Fluoride (F-) 2010/07/23 ND, RDL=0.1 mg/LRPD [ G N 3 7 2 5 - 0 1 ] Dissolved Fluoride (F-) 2010/07/23 NC % 25

2216053 ARS Matrix Spike[GN3745-01] Dissolved Fluoride (F-) 2010/07/24 108 % 80 - 120QC Standard Dissolved Fluoride (F-) 2010/07/24 100 % 80 - 120Spiked Blank Dissolved Fluoride (F-) 2010/07/24 101 % 80 - 120Method Blank Dissolved Fluoride (F-) 2010/07/24 ND, RDL=0.1 mg/LRPD [ G N 3 7 4 5 - 0 1 ] Dissolved Fluoride (F-) 2010/07/24 NC % 25

2216054 ARS Matrix Spike[GN3767-01] Dissolved Fluoride (F-) 2010/07/24 106 % 80 - 120QC Standard Dissolved Fluoride (F-) 2010/07/24 107 % 80 - 120Spiked Blank Dissolved Fluoride (F-) 2010/07/24 101 % 80 - 120Method Blank Dissolved Fluoride (F-) 2010/07/24 ND, RDL=0.1 mg/LRPD [ G N 3 7 6 7 - 0 1 ] Dissolved Fluoride (F-) 2010/07/24 NC % 25

2216059 ARS Matrix Spike[GN3786-01] Dissolved Fluoride (F-) 2010/07/24 114 % 80 - 120QC Standard Dissolved Fluoride (F-) 2010/07/24 103 % 80 - 120Spiked Blank Dissolved Fluoride (F-) 2010/07/24 104 % 80 - 120Method Blank Dissolved Fluoride (F-) 2010/07/24 ND, RDL=0.1 mg/LRPD [ G N 3 7 8 6 - 0 1 ] Dissolved Fluoride (F-) 2010/07/24 NC % 25

2216191 ARS Matrix Spike[GN3805-01] Dissolved Fluoride (F-) 2010/07/24 110 % 80 - 120QC Standard Dissolved Fluoride (F-) 2010/07/24 103 % 80 - 120Spiked Blank Dissolved Fluoride (F-) 2010/07/24 101 % 80 - 120Method Blank Dissolved Fluoride (F-) 2010/07/24 ND, RDL=0.1 mg/LRPD [ G N 3 8 0 5 - 0 1 ] Dissolved Fluoride (F-) 2010/07/24 NC % 25

2216358 KMC Matrix Spike[GN3825-01] Dissolved Fluoride (F-) 2010/07/25 112 % N/AQC Standard Dissolved Fluoride (F-) 2010/07/25 101 % 80 - 120Spiked Blank Dissolved Fluoride (F-) 2010/07/25 100 % 80 - 120Method Blank Dissolved Fluoride (F-) 2010/07/25 ND, RDL=0.1 mg/LRPD [ G N 3 8 2 5 - 0 1 ] Dissolved Fluoride (F-) 2010/07/25 NC % 25

2216359 KMC Matrix Spike[GN3845-01] Dissolved Fluoride (F-) 2010/07/25 108 % N/AQC Standard Dissolved Fluoride (F-) 2010/07/25 103 % 80 - 120Spiked Blank Dissolved Fluoride (F-) 2010/07/25 100 % 80 - 120Method Blank Dissolved Fluoride (F-) 2010/07/25 ND, RDL=0.1 mg/LRPD [ G N 3 8 4 5 - 0 1 ] Dissolved Fluoride (F-) 2010/07/25 NC % 25

2217658 TPE Matrix Spike Dissolved Fluoride (F-) 2010/07/26 104 % 80 - 120QC Standard Dissolved Fluoride (F-) 2010/07/26 100 % 80 - 120Spiked Blank Dissolved Fluoride (F-) 2010/07/26 101 % 80 - 120Method Blank Dissolved Fluoride (F-) 2010/07/26 ND, RDL=0.1 mg/LRPD Dissolved Fluoride (F-) 2010/07/26 NC % 25

2217663 TPE Matrix Spike[GN3897-01] Dissolved Fluoride (F-) 2010/07/26 106 % 80 - 120

This document is in electronic format, hard copy is available on request.Page 54 of 55

NewFluorExAttention: Alex Harris Client Project #: WFP.O. #: Project name: FOGO

Quality Assurance Report (Continued)Maxxam Job Number: DB094351

QA/QC DateBatch AnalyzedNum Init QC Type Parameter yyyy/mm/dd Value Recovery Units QC Limits

2217663 TPE QC Standard Dissolved Fluoride (F-) 2010/07/26 100 % 80 - 120Spiked Blank Dissolved Fluoride (F-) 2010/07/26 101 % 80 - 120Method Blank Dissolved Fluoride (F-) 2010/07/26 ND, RDL=0.1 mg/LRPD [ G N 3 8 9 7 - 0 1 ] Dissolved Fluoride (F-) 2010/07/26 NC % 25

2219738 TPE Matrix Spike Dissolved Fluoride (F-) 2010/07/28 104 % 80 - 120Leachate Blank Dissolved Fluoride (F-) 2010/07/28 ND, RDL=0.1 mg/LQC Standard Dissolved Fluoride (F-) 2010/07/28 100 % 80 - 120Spiked Blank Dissolved Fluoride (F-) 2010/07/28 101 % 80 - 120Method Blank Dissolved Fluoride (F-) 2010/07/28 ND, RDL=0.1 mg/LRPD Dissolved Fluoride (F-) 2010/07/28 NC % 25

Duplicate: Paired analysis of a separate portion of the same sample. Used to evaluate the variance in the measurement.Matrix Spike: A sample to which a known amount of the analyte of interest has been added. Used to evaluate sample matrix interference.Leachate Blank: A blank matrix containing all reagents used in the leaching procedure. Used to determine any process contamination.QC Standard: A blank matrix to which a known amount of the analyte has been added. Used to evaluate analyte recovery.Spiked Blank: A blank matrix to which a known amount of the analyte has been added. Used to evaluate analyte recovery.Method Blank: A blank matrix containing all reagents used in the analytical procedure. Used to identify laboratory contamination.NC (RPD): The RPD was not calculated. The level of analyte detected in the parent sample and its duplicate was not sufficiently significant to permit areliable calculation.

This document is in electronic format, hard copy is available on request.Page 55 of 55

Your Project #: WF Site: FOGO Your C.O.C. #: 31864

Attention: Alex HarrisNewFluorEx5-1035 Boychuk DrSaskatoon, SKCANADA S7H5B2

Report Date: 2010/09/07

CERTIFICATE OF ANALYSIS

MAXXAM JOB #: B0B5264Received: 2010/08/24, 9:35

Sample Matrix: Water# Samples Received: 20

Date Date MethodAnalyses Quantity Extracted Analyzed Laboratory Method ReferenceFluoride 4 N/A 2010/08/25 ATL SOP 00043 R3 Based on SM4500F-C Fluoride 16 N/A 2010/08/26 ATL SOP 00043 R3 Based on SM4500F-C

* RPDs calculated using raw data. The rounding of final results may result in the apparent difference.

Encryption Key

Please direct all questions regarding this Certificate of Analysis to your Project Manager.

KATIE COHOON, Bedford Client ServicesEmail: [email protected]# (902) 420-0203

====================================================================Maxxam has procedures in place to guard against improper use of the electronic signature and have the required "signatories", as per section5.10.2 of ISO/IEC 17025:2005(E), signing the reports. For Service Group specific validation please refer to the Validation Signature Page.

Total cover pages: 1

This document is in electronic format, hard copy is available on request.

Page 1 of 8

NewFluorExMaxxam Job #: B0B5264 Client Project #: WFReport Date: 2010/09/07 Project name: FOGO

RESULTS OF ANALYSES OF WATER

Maxxam ID G X 6 2 4 5 G X 6 2 4 6 G X 6 2 5 5 G X 6 2 5 6Sampling Date 2010/08/16 2010/08/16 2010/08/16 2010/08/16

13:36 13:55 14:00 14:06COC Number 31864 31864 31864 31864

U n i t s Criteria A 200 201 RDL 202 RDL 203 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 1.4 1.7 0.3 4 1 0.8 0.1 2245723

RDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects on health. Whenexceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authority responsible for drinking watersupplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere with practices forsupplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0 NTU and formembrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other types of treatmentsystems.

Page 2 of 8

NewFluorExMaxxam Job #: B0B5264 Client Project #: WFReport Date: 2010/09/07 Project name: FOGO

RESULTS OF ANALYSES OF WATER

Maxxam ID G X 6 2 5 7 G X 6 2 5 8 G X 6 2 5 9 G X 6 2 6 0Sampling Date 2010/08/16 2010/08/16 2010/08/16 2010/08/16

14:14 15:15 15:40 16:23COC Number 31864 31864 31864 31864

U n i t s Criteria A 204 205 206 207 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 ND 0.2 0.9 0.2 0.1 2247785

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects onhealth. When exceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authorityresponsible for drinking water supplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere withpractices for supplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0NTU and for membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other typesof treatment systems.

Page 3 of 8

NewFluorExMaxxam Job #: B0B5264 Client Project #: WFReport Date: 2010/09/07 Project name: FOGO

RESULTS OF ANALYSES OF WATER

Maxxam ID G X 6 2 6 1 G X 6 2 6 2 G X 6 2 6 3 G X 6 2 6 4Sampling Date 2010/08/16 2010/08/16 2010/08/16 2010/08/16

18:20 18:23 18:27 18:31COC Number 31864 31864 31864 31864

U n i t s Criteria A 208 QC Batch 209 210 211 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 0.2 2247785 0.2 0.2 ND 0.1 2247786

ND = Not detectedRDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects on health. Whenexceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authority responsible for drinking watersupplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere with practices forsupplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0 NTU andfor membrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other types of treatmentsystems.

Page 4 of 8

NewFluorExMaxxam Job #: B0B5264 Client Project #: WFReport Date: 2010/09/07 Project name: FOGO

RESULTS OF ANALYSES OF WATER

Maxxam ID G X 6 2 6 5 G X 6 2 6 6 G X 6 2 6 7 G X 6 2 6 8Sampling Date 2010/08/16 2010/08/16 2010/08/17 2010/08/17

18:39 18:42 07:26 07:31COC Number 31864 31864 31864 31864

U n i t s Criteria A 212 213 RDL 214 RDL 215 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 0.1 0.1 0.1 3 1 0.2 0.1 2247786

RDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects on health. Whenexceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authority responsible for drinking watersupplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere with practices forsupplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0 NTU and formembrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other types of treatmentsystems.

Page 5 of 8

NewFluorExMaxxam Job #: B0B5264 Client Project #: WFReport Date: 2010/09/07 Project name: FOGO

RESULTS OF ANALYSES OF WATER

Maxxam ID G X 6 2 6 9 G X 6 2 7 0 G X 6 2 7 1 G X 6 2 7 2Sampling Date 2010/08/17 2010/08/17 2010/08/17 2010/08/17

08:30 08:45 08:53 09:03COC Number 31864 31864 31864 31864

U n i t s Criteria A 216 RDL 217 RDL 218 219 RDL QC Batch

Inorganics

Dissolved Fluoride (F-) mg/L 1.5 0.5 0.1 3 1 0.8 0.6 0.1 2247786

RDL = Reportable Detection LimitQC Batch = Quality Control BatchCriteria A: Guideline - Summary of Guidelines for Canadian Drinking Water Quality (SGCDWQ), Health Canada, May 2008.

A= Maximum Acceptable Concentration (MAC) - established for substances that are known or suspected to cause adverse effects on health. Whenexceeded, minimum action required is immediate resampling. If continuous exceedance occurs, the local authority responsible for drinking watersupplies should be consulted concerning appropriate corrective action.

C= Aesthetic Objectives (AO) - apply to characteristics of drinking water that can affect its acceptance by consumers or interfere with practices forsupplying good quality water. If a concentration is well above an AO, then there is a possibility of a health hazard.

Note 1 Turbidity guideline value of 0.3 NTU based on conventional treatment system. For slow sand or diatomaceous earth filtration 1.0 NTU and formembrane filtration 0.1 NTU.Note 2 Aluminium guideline value of 0.1 mg/L is for treatment plants using aluminium-based coagulants, 0.2mg/L applies to other types of treatmentsystems.

Page 6 of 8

NewFluorExMaxxam Job #: B0B5264 Client Project #: WFReport Date: 2010/09/07 Project name: FOGO

GENERAL COMMENTS

Results relate only to the items tested.

Page 7 of 8

NewFluorExAttention: Alex Harris Client Project #: WFP.O. #: Project name: FOGO

Quality Assurance ReportMaxxam Job Number: DB0B5264

QA/QC DateBatch AnalyzedNum Init QC Type Parameter yyyy/mm/dd Value Recovery Units QC Limits

2245723 TPE Matrix Spike Dissolved Fluoride (F-) 2010/08/25 100 % 80 - 120QC Standard Dissolved Fluoride (F-) 2010/08/25 97 % 80 - 120Spiked Blank Dissolved Fluoride (F-) 2010/08/25 101 % 80 - 120Method Blank Dissolved Fluoride (F-) 2010/08/25 ND, RDL=0.1 mg/LRPD Dissolved Fluoride (F-) 2010/08/25 NC % 25

2247785 TPE Matrix Spike Dissolved Fluoride (F-) 2010/08/26 102 % 80 - 120QC Standard Dissolved Fluoride (F-) 2010/08/26 98 % 80 - 120Spiked Blank Dissolved Fluoride (F-) 2010/08/26 103 % 80 - 120Method Blank Dissolved Fluoride (F-) 2010/08/26 ND, RDL=0.1 mg/LRPD Dissolved Fluoride (F-) 2010/08/26 NC % 25

2247786 TPE Matrix Spike[GX6266-01] Dissolved Fluoride (F-) 2010/08/26 98 % 80 - 120QC Standard Dissolved Fluoride (F-) 2010/08/26 98 % 80 - 120Spiked Blank Dissolved Fluoride (F-) 2010/08/26 101 % 80 - 120Method Blank Dissolved Fluoride (F-) 2010/08/26 ND, RDL=0.1 mg/LRPD [ G X 6 2 6 6 - 0 1 ] Dissolved Fluoride (F-) 2010/08/26 NC % 25RPD [ G X 6 2 7 1 - 0 1 ] Dissolved Fluoride (F-) 2010/08/26 0 % 25

Duplicate: Paired analysis of a separate portion of the same sample. Used to evaluate the variance in the measurement.Matrix Spike: A sample to which a known amount of the analyte of interest has been added. Used to evaluate sample matrix interference.QC Standard: A blank matrix to which a known amount of the analyte has been added. Used to evaluate analyte recovery.Spiked Blank: A blank matrix to which a known amount of the analyte has been added. Used to evaluate analyte recovery.Method Blank: A blank matrix containing all reagents used in the analytical procedure. Used to identify laboratory contamination.NC (RPD): The RPD was not calculated. The level of analyte detected in the parent sample and its duplicate was not sufficiently significant to permit areliable calculation.

This document is in electronic format, hard copy is available on request.Page 8 of 8

MAXXAM ANALYTICS BEDFORD, NOVA SCOTIA B4B 1G9 Tel: (902) 420-0203 Fax: (902) 420-8916

Toll Free: 1-800-565-7227 www.maxxam.ca ATL FCD 00939 / 1 Page 1 of 1

METHOD SUMMARY Fluoride in Water And Soil 2009/10/07

SOP #: ATL SOP 43

Reference: Standard Methods, 20th ed. Method 4500 - F- C, 1998 1. Scope and Application This method is applicable for the determination of fluoride in water or soil matrices. Total Fluoride requires distillation prior to analysis to meet USEPA wastewater discharge requirements. Some difficulty is encountered with samples that are highly basic/acidic or samples that have dissolved solids above 10,000 mg/L. The Reporting Detection Limit (RDL) is 0.10 mg/L for water samples and 0.5 mg/kg for soil samples. 2. Summary of Method An ion specific electrode is used to measure fluoride concentration. The fluoride electrode measures the ion activity of fluoride in solution rather than concentration. Fluoride ion activity depends on the solution rather than the concentration. Fluoride ion activity depends on the solutions total ionic strength and pH, and on fluoride complexing species. Adding an appropriate buffer provides uniform ion strength background, adjusts pH, and breaks up complexes so in effect, the electrode measures concentration. 3. Quality Assurance Reagent blanks, standard reference materials, and method spikes are analyzed in the same manner as mentioned above for the samples. Spiking of samples at a level appropriate to the matrix is performed at a frequency of 5%. Duplicate samples are also analyzed at a frequency of 5 %.

13

APPENDIX 3 GPS Data Listing

Page 1 of 4

Dissolved Fluoride (F-) (ND = Not detected)

Name mg/L Description Grid: UTM, Zone 21, Datum: NAD27 AltitudeWF001 ND 07-JUL-10 4:30PM 21 U 704707 5514386 21 mWF002 ND 07-JUL-10 5:25PM 21 U 704508 5513879WF003 ND 07-JUL-10 5:40PM 21 U 704628 5513425 7 mWF004 ND 07-JUL-10 5:45PM 21 U 704599 5513375 4 mWF005 ND 08-JUL-10 6:30AM 21 U 705089 5512352 20 mWF006 ND 08-JUL-10 6:35AM 21 U 705180 5512575 41 mWF007 ND 08-JUL-10 6:48AM 21 U 705439 5512739 53 mWF008 ND 08-JUL-10 6:55AM 21 U 705702 5512816 47 mWF009 ND 08-JUL-10 7:02AM 21 U 705867 5512863 47 mWF010 ND 08-JUL-10 7:06AM 21 U 705997 5512958 44 mWF011 ND 08-JUL-10 7:28AM 21 U 706221 5513300 40 mWF012 ND 08-JUL-10 7:38AM 21 U 706592 5513530 45 mWF013 ND 08-JUL-10 7:52AM 21 U 706114 5513473 40 mWF014 ND 08-JUL-10 7:58AM 21 U 705945 5513409 37 mWF015 ND 08-JUL-10 8:08AM 21 U 705724 5513321 33 mWF016 ND 08-JUL-10 8:15AM 21 U 705516 5513245 31 mWF017 ND 08-JUL-10 8:33AM 21 U 705188 5513266 21 mWF018 ND 08-JUL-10 1:42PM 21 U 703047 5511056 51 mWF019 ND 08-JUL-10 1:57PM 21 U 703662 5510926 52 mWF020 ND 08-JUL-10 2:03PM 21 U 703656 5510692 46 mWF021 ND 08-JUL-10 2:13PM 21 U 703771 5510439 42 mWF022 ND 08-JUL-10 2:19PM 21 U 703825 5510290 44 mWF023 ND 08-JUL-10 2:34PM 21 U 704122 5510547 34 mWF024 ND 08-JUL-10 2:48PM 21 U 704462 5510836 14 mWF025 ND 08-JUL-10 2:57PM 21 U 704609 5510919 10 mWF026 ND 08-JUL-10 3:06PM 21 U 704893 5510852 12 mWF027 ND 08-JUL-10 3:17PM 21 U 705020 5511017 9 mWF028 ND 09-JUL-10 8:18AM 21 U 706645 5510893 64 mWF029 ND 09-JUL-10 8:27AM 21 U 706750 5511172 47 mWF030 ND 09-JUL-10 8:37AM 21 U 706743 5511426 37 mWF031 ND 09-JUL-10 8:46AM 21 U 706701 5511657 29 mWF032 ND 09-JUL-10 8:57AM 21 U 706719 5511858 35 mWF033 ND 09-JUL-10 9:09AM 21 U 706948 5512061 49 mWF034 ND 09-JUL-10 9:20AM 21 U 706784 5512348 47 mWF035 ND 09-JUL-10 9:36AM 21 U 706657 5512563 44 mWF036 ND 09-JUL-10 9:46AM 21 U 706468 5512769 48 mWF037 ND 09-JUL-10 9:54AM 21 U 706415 5512589 28 mWF038 ND 09-JUL-10 10:09AM 21 U 706158 5512445 28 mWF039 ND 09-JUL-10 10:15AM 21 U 706066 5512309 28 mWF040 ND 09-JUL-10 10:22AM 21 U 706192 5512110 28 mWF041 ND 09-JUL-10 10:30AM 21 U 706053 5512010 25 mWF042 ND 09-JUL-10 11:04AM 21 U 705652 5511748 29 mWF043 ND 09-JUL-10 11:21AM 21 U 705314 5512073 22 mWF044 ND 10-JUL-10 7:30AM 21 U 702932 5508770 41 mWF045 ND 10-JUL-10 7:40AM 21 U 703251 5508628 38 mWF046 ND 10-JUL-10 7:48AM 21 U 703462 5508672 29 mWF047 ND 10-JUL-10 8:01AM 21 U 703922 5508459 36 mWF048 ND 10-JUL-10 8:16AM 21 U 704566 5508335 36 mWF049 ND 10-JUL-10 8:25AM 21 U 704728 5508022 41 mWF050 ND 10-JUL-10 8:40AM 21 U 704557 5507613 43 mWF051 ND 10-JUL-10 9:00AM 21 U 704088 5507442 49 mWF052 ND 10-JUL-10 9:21AM 21 U 703784 5507320 56 mWF053 ND 10-JUL-10 9:35AM 21 U 703458 5507453 45 mWF054 ND 10-JUL-10 9:42AM 21 U 703262 5507415 36 mWF055 ND 10-JUL-10 9:55AM 21 U 703156 5507787 32 m

Page 2 of 4

Dissolved Fluoride (F-) (ND = Not detected)

Name mg/L Description Grid: UTM, Zone 21, Datum: NAD27 AltitudeWF056 ND 10-JUL-10 10:03AM 21 U 703032 5507887 35 mWF057 ND 10-JUL-10 10:12AM 21 U 702705 5508199 17 mWF058 ND 10-JUL-10 10:18AM 21 U 702574 5508288 24 mWF059 ND 10-JUL-10 11:03AM 21 U 702536 5508170 7 mWF060 ND 10-JUL-10 11:26AM 21 U 702492 5507757 7 mWF061 ND 10-JUL-10 11:29AM 21 U 702483 5507716 8 mWF062 ND 10-JUL-10 11:39AM 21 U 702358 5507451 12 mWF063 ND 10-JUL-10 12:05PM 21 U 702326 5506845 6 mWF064 0.1 12-JUL-10 7:18AM 21 U 702422 5511045 8 mWF065 ND 12-JUL-10 7:24AM 21 U 702317 5510908 11 mWF066 ND 12-JUL-10 7:29AM 21 U 702136 5510788 6 mWF067 ND 12-JUL-10 7:36AM 21 U 702216 5510599 11 mWF068 0.2 12-JUL-10 7:45AM 21 U 702201 5510299 10 mWF069 ND 12-JUL-10 7:51AM 21 U 702196 5510099 14 mWF070 ND 12-JUL-10 7:58AM 21 U 702309 5509892 20 mWF071 ND 12-JUL-10 8:09AM 21 U 702666 5509807 41 mWF072 ND 12-JUL-10 8:14AM 21 U 702671 5509893 42 mWF073 ND 12-JUL-10 8:21AM 21 U 702847 5510093 22 mWF074 ND 12-JUL-10 8:25AM 21 U 702959 5510136 16 mWF075 ND 12-JUL-10 8:32AM 21 U 703149 5510188 23 mWF076 ND 12-JUL-10 8:38AM 21 U 703227 5510374 33 mWF077 ND 12-JUL-10 8:45AM 21 U 703070 5510578 55 mWF078 ND 12-JUL-10 8:58AM 21 U 702576 5510660 16 mWF079 ND 12-JUL-10 9:11AM 21 U 702390 5511411 10 mWF080 ND 12-JUL-10 9:22AM 21 U 702871 5511754 14 mWF081 ND 13-JUL-10 7:30AM 21 U 706243 5510919 47 mWF082 ND 13-JUL-10 7:35AM 21 U 706134 5511031 43 mWF083 ND 13-JUL-10 7:48AM 21 U 706006 5510680 40 mWF084 ND 13-JUL-10 7:54AM 21 U 705941 5510485 40 mWF085 ND 13-JUL-10 8:07AM 21 U 705507 5510216 48 mWF086 ND 13-JUL-10 8:13AM 21 U 705549 5510067 55 mWF087 ND 13-JUL-10 8:18AM 21 U 705455 5509904 60 mWF088 ND 13-JUL-10 8:26AM 21 U 705229 5509869 59 mWF089 ND 13-JUL-10 8:38AM 21 U 705128 5509716 37 mWF090 ND 13-JUL-10 8:46AM 21 U 704973 5509535 24 mWF091 ND 13-JUL-10 8:51AM 21 U 704847 5509615 27 mWF092 ND 13-JUL-10 9:02AM 21 U 704732 5509948 13 mWF093 ND 13-JUL-10 9:15AM 21 U 704495 5510055 8 mWF094 ND 13-JUL-10 9:20AM 21 U 704610 5510186 8 mWF095 ND 13-JUL-10 9:27AM 21 U 704813 5510249 12 mWF096 ND 13-JUL-10 9:39AM 21 U 705185 5510458 20 mWF097 ND 13-JUL-10 9:59AM 21 U 705245 5510833 6 mWF098 ND 13-JUL-10 10:07AM 21 U 705404 5511002 7 mWF099 ND 13-JUL-10 10:15AM 21 U 705201 5511188 9 mWF100 ND 13-JUL-10 10:20AM 21 U 705271 5511296 16 mWF101 ND 08-JUL-10 7:11AM 21 U 698788 5504020 33 mWF102 ND 08-JUL-10 8:04AM 21 U 698565 5505062 43 mWF103 ND 08-JUL-10 8:28AM 21 U 698857 5505331 48 mWF104 ND 08-JUL-10 8:53AM 21 U 698236 5505449 30 mWF105 ND 08-JUL-10 9:35AM 21 U 698234 5505178 29 mWF106 ND 08-JUL-10 10:14AM 21 U 698418 5504718 33 mWF107 ND 08-JUL-10 10:52AM 21 U 698462 5503825 21 mWF108 ND 08-JUL-10 11:11AM 21 U 700137 5503749 35 mWF109 ND 08-JUL-10 11:19AM 21 U 700502 5504478 30 mWF110 0.1 08-JUL-10 1:51PM 21 U 700637 5505075 46 m

Page 3 of 4

Dissolved Fluoride (F-) (ND = Not detected)

Name mg/L Description Grid: UTM, Zone 21, Datum: NAD27 AltitudeWF111 0.1 08-JUL-10 2:01PM 21 U 700841 5505403 28 mWF112 ND 08-JUL-10 2:18PM 21 U 701028 5505566 22 mWF113 0.1 08-JUL-10 2:29PM 21 U 700963 5505708 23 mWF114 0.1 08-JUL-10 2:34PM 21 U 700924 5505764 27 mWF115 0.1 08-JUL-10 2:48PM 21 U 700907 5505642 27 mWF116 ND 08-JUL-10 3:00PM 21 U 701200 5505769WF117 ND 08-JUL-10 3:25PM 21 U 701573 5505703 22 mWF118 ND 08-JUL-10 3:50PM 21 U 701833 5505548 29 mWF119 ND 08-JUL-10 4:00PM 21 U 701846 5505467 29 mWF120 ND 08-JUL-10 4:12PM 21 U 701991 5505348 40 mWF121 ND 08-JUL-10 4:35PM 21 U 702310 5505563 21 mWF122 ND 08-JUL-10 4:44PM 21 U 702234 5505731 19 mWF123 ND 08-JUL-10 4:58PM 21 U 702044 5505864 19 mWF124 ND 08-JUL-10 5:09PM 21 U 702066 5506130 13 mWF125 ND 08-JUL-10 5:26PM 21 U 701900 5506181 12 mWF126 ND 08-JUL-10 5:40PM 21 U 701522 5506037 7 mWF127 ND 09-JUL-10 8:14AM 21 U 703063 5509084 56 mWF128 ND 09-JUL-10 8:33AM 21 U 703377 5508960 40 mWF129 ND 09-JUL-10 8:44AM 21 U 703468 5509264 29 mWF130 ND 09-JUL-10 8:58AM 21 U 703714 5509263 22 mWF131 ND 09-JUL-10 9:21AM 21 U 704061 5509118 28 mWF132 ND 09-JUL-10 9:48AM 21 U 704367 5509213 29 mWF133 ND 09-JUL-10 10:38AM 21 U 704781 5509171 41 mWF134 ND 09-JUL-10 10:50AM 21 U 704934 5509048 37 mWF135 ND 09-JUL-10 11:10AM 21 U 705316 5509126 52 mWF136 ND 09-JUL-10 11:30AM 21 U 705416 5509332 44 mWF137 ND 09-JUL-10 11:39AM 21 U 705629 5509414 49 mWF138 ND 09-JUL-10 12:29PM 21 U 705801 5509552 48 mWF139 ND 09-JUL-10 12:37PM 21 U 705812 5509719 50 mWF140 ND 09-JUL-10 1:01PM 21 U 705980 5510063 43 mWF141 ND 09-JUL-10 1:11PM 21 U 706141 5510214 42 mWF142 ND 09-JUL-10 1:34PM 21 U 706399 5510574 45 mWF143 ND 10-JUL-10 7:47AM 21 U 702487 5506427 7 mWF144 ND 10-JUL-10 8:14AM 21 U 702674 5506205 10 mWF145 ND 10-JUL-10 8:29AM 21 U 702884 5506076 21 mWF146 ND 10-JUL-10 8:55AM 21 U 702974 5505975 19 mWF147 ND 10-JUL-10 9:31AM 21 U 702935 5505812 27 mWF148 ND 10-JUL-10 9:47AM 21 U 703256 5505505 24 mWF149 ND 10-JUL-10 10:04AM 21 U 703518 5505378 26 mWF150 ND 10-JUL-10 10:45AM 21 U 704073 5505196 42 mWF151 ND 10-JUL-10 11:35AM 21 U 704419 5505116 37 mWF152 ND 10-JUL-10 12:31PM 21 U 704038 5505716 60 mWF153 ND 10-JUL-10 12:41PM 21 U 703886 5505914 59 mWF154 ND 10-JUL-10 12:56PM 21 U 703518 5506029 53 mWF155 0.1 10-JUL-10 1:16PM 21 U 703093 5506241 22 mWF156 ND 10-JUL-10 1:24PM 21 U 703020 5506412 23 mWF157 ND 10-JUL-10 1:37PM 21 U 702678 5506525 13 mWF158 ND 10-JUL-10 4:27PM 21 U 704846 5512518 8 mWF159 ND 10-JUL-10 4:38PM 21 U 704684 5512765 4 mWF160 ND 12-JUL-10 7:45AM 21 U 699978 5505683 74 mWF161 ND 12-JUL-10 7:50AM 21 U 699948 5505801 76 mWF162 ND 12-JUL-10 8:02AM 21 U 699970 5506014 83 mWF163 ND 12-JUL-10 8:17AM 21 U 699724 5506180 87 mWF164 ND 12-JUL-10 8:36AM 21 U 699786 5505910 88 mWF165 0.2 12-JUL-10 8:42AM 21 U 699717 5505934 76 m

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Dissolved Fluoride (F-) (ND = Not detected)

Name mg/L Description Grid: UTM, Zone 21, Datum: NAD27 AltitudeWF166 0.1 12-JUL-10 8:51AM 21 U 699607 5505795 68 mWF167 ND 12-JUL-10 9:08AM 21 U 699490 5505578 62 mWF168 ND 12-JUL-10 9:18AM 21 U 699268 5505567 54 mWF169 ND 12-JUL-10 9:32AM 21 U 698978 5505644 61 mWF170 0.1 12-JUL-10 10:14AM 21 U 699600 5505336 52 mWF171 0.1 12-JUL-10 11:00AM 21 U 700054 5505181 53 mWF172 ND 12-JUL-10 11:09AM 21 U 699915 5505232 55 mWF173 ND 12-JUL-10 8:03PM 21 U 705050 5512187 -1 mWF174 ND 13-JUL-10 7:54AM 21 U 702526 5507393 13 mWF175 ND 13-JUL-10 8:20AM 21 U 702585 5507242 15 mWF176 ND 13-JUL-10 8:36AM 21 U 702654 5506978 8 mWF177 ND 13-JUL-10 8:49AM 21 U 702924 5506866 17 mWF178 ND 13-JUL-10 9:09AM 21 U 703301 5506712 38 mWF179 ND 13-JUL-10 9:18AM 21 U 703491 5506584 53 mWF180 ND 13-JUL-10 9:42AM 21 U 703860 5506500 58 mWF181 ND 13-JUL-10 9:57AM 21 U 704128 5506165 59 mWF182 ND 13-JUL-10 10:16AM 21 U 704614 5505924 32 mWF183 ND 13-JUL-10 10:26AM 21 U 704813 5506045 34 mWF184 ND 13-JUL-10 10:54AM 21 U 704907 5506621 43 mWF185 ND 13-JUL-10 11:04AM 21 U 704823 5506904 39 mWF186 ND 13-JUL-10 11:18AM 21 U 704628 5507281 41 mWF187 ND 13-JUL-10 11:48AM 21 U 704268 5507289 58 mWF188 ND 13-JUL-10 12:36PM 21 U 703948 5507171 64 mWF189 ND 13-JUL-10 12:56PM 21 U 703644 5507112 58 mWF190 ND 13-JUL-10 1:08PM 21 U 703386 5507052 42 mWF191 ND 13-JUL-10 1:57PM 21 U 702864 5507529 20 mWF192 ND 13-JUL-10 3:41PM 21 U 704917 5514272 8 mWF193 1.9 13-JUL-10 3:22PM 21 U 700380 5504927 19 mWF194 ND 13-JUL-10 3:38PM 21 U 699731 5504876 17 mWF195 ND 13-JUL-10 3:44PM 21 U 699575 5504831 22 mWF196 ND 13-JUL-10 3:48PM 21 U 699387 5504884 28 mWF197 ND 13-JUL-10 4:18PM 21 U 702824 5511378 31 mWF198 ND 13-JUL-10 4:28PM 21 U 705020 5511575 3 mWF199 ND 14-JUL-10 10:25PM 21 U 703350 5511867WF200 1.4 16-AUG-10 1:36PM 21 U 700432 5504776 31 mWF201 1.7 16-AUG-10 1:55PM 21 U 701276 5505822 17 mWF202 4 16-AUG-10 2:00PM 21 U 701186 5505710 17 mWF203 0.8 16-AUG-10 2:06PM 21 U 700220 5504900WF204 ND 16-AUG-10 2:14PM 21 U 700288 5504817 25 mWF205 0.2 16-AUG-10 3:15PM 21 U 704124 5511332 12 mWF206 0.9 16-AUG-10 3:40PM 21 U 705189 5511686 12 mWF207 0.2 16-AUG-10 4:23PM 21 U 704951 5511793 3 mWF208 0.2 16-AUG-10 6:20PM 21 U 702277 5510507 12 mWF209 0.2 16-AUG-10 6:23PM 21 U 702223 5510443 13 mWF210 0.2 16-AUG-10 6:27PM 21 U 702176 5510302 14 mWF211 ND 16-AUG-10 6:31PM 21 U 702191 5510209 13 mWF212 0.1 16-AUG-10 6:39PM 21 U 702423 5510359 16 mWF213 0.1 16-AUG-10 6:42PM 21 U 702431 5510472 19 mWF214 3 17-AUG-10 7:26PM 21 U 700707 5505481 20 mWF215 0.2 17-AUG-10 7:31AM 21 U 700576 5505872 35 mWF216 0.5 17-AUG-10 8:30AM 21 U 698898 5503770 31 mWF217 3 17-AUG-10 8:45AM 21 U 700724 5505235 31 mWF218 0.8 17-AUG-10 8:53AM 21 U 700001 5505551 68 mWF219 0.6 17-AUG-10 9:03AM 21 U 700425 5504844 34 m

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Rock Sample and Proposed Test Pit LocationsName Description Grid: UTM, Zone 21, Datum: NAD27 AltitudeDyke2 07‐JUL‐10 4:57:21PM 21 U 704909 5514757 12 mRF001 08‐JUL‐10 9:09:28AM 21 U 705029 5512193 ‐3RF002 08‐JUL‐10 2:25:57PM 21 U 703878 5510349 48 mRF003 12‐JUL‐10 2:04:58PM 21 U 706500 5512650 7 mRF004 10‐JUL‐10 10:48:10AM 21 U 702349 5508288 14 mRF005 10‐JUL‐10 11:11:29AM 21 U 702447 5508031 9 mTPF001 08‐JUL‐10 7:15:33AM 21 U 705846 5513067 59 mTPF002 08‐JUL‐10 1:51:49PM 21 U 703426 5511000 60 mTPF003 09‐JUL‐10 11:14:40AM 21 U 705556 5511984 30 mWell Bus (1973) 10‐JUL‐10 3:58:40PM 21 U 705063 5512229 8 mWell Fish Pl (1973) 10‐JUL‐10 4:07:58PM 21 U 704794 5512415 4 m

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APPENDIX 4 Statement of Expenditures Field Labour, 2010 $11,262.97 Lab costs 4,667.90 Hotels 896.85 Meals 945.98 Field Supply 41.45 Ferry 65.50 Car Rental 36.48 Personal Vehicles used at $0.45/km. 1,890.00 Maps & Air Photos 187.10 Geological Research and Air Photo Interpretation, 2009 11,490.00 Drafting and Data Processing, 2009 3,945.00 Evaluation of Field Results and Report Preparation, 2010 2,010.00 Drafting and Data Processing, 2010 1,830.00 Subtotal $39,269.23 12.5% Overhead Expense 4,908.65 TOTAL $44,177.88 Allocation by License: 016407M $12,599.42 016561M 6,129.87 016526M 10,819.50 016562M 5,114.34 016563M 2,604.49 016408M 6,910.88 TOTAL $44,177.88

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APPENDIX 5 List of Personnel Alex Harris, B. Sc., Geologist, Saskatoon, Sask. Field Work: July 22-23, 2009; July 7-14, 2010; Aug. 16-17, 2010.

Air Photo Interpretation and Research: July 15-17, 2009; Aug 16, 22, 2009; Nov. 9, 2009; Dec. 4, 7, 17, 2009; Feb. 26, 2010; May 24, 2010. Report Preparation: Sept. 7, 13-15, 2010.

Gordon Stefanuk, C. Tech., Draftsman, GIS and Data Processing, Lloydminster, AB. Field Work: July 7-14, 2010. Drafting, Data Processing etc.: Sept. 14,16, 2009; Oct. 8,10,11,19, 2009; Nov. 12, 2009; Dec. 8,16,18, 2009; May 25,30, 2010; June 6,26, 2010, Aug. 31, 2010; Sept. 10-12, 18, 20, 2010. Bill Taylor, Prospector, Marystown, NL. Field Work: July 7-14, 2010; Aug. 16-17, 2010. Kyra Stefanuk, field assistant, Lloydminster, AB Field Work: July 7-14, 2010.