GEOCHEMICAL ASSESSMENT REPORT for the SOUTH SLESSE LIMESTONE QUARRY Former Exploration Permit No.: MX-7-114 Former Quarry Permit: Q-7-61 Tenure #1021114, 567887 + 567884 RIVER – SLESSE CREEK AREA NEW WESTMINSTER MINING DIVISION SOUTHWESTERN Longitude 121°42’38”W/Latitude 49°04’35”N NTS 92H/4E Event # 5753576

Prepared for Homegold Resources Ltd. Unit 5 – 2330 Tyner Street Port Coquitlam, B.C. V3C 2Z1 Phone: 604-970-6402 Fax: 604-944-6102

Prepared by J. T. Shearer, M.Sc., P.Geo. Phone: 604-970-6402 Fax: 604-944-6102 E-mail: [email protected]

September 1, 2019

Fieldwork completed between April 15, 2019 and September 1, 2019 TABLE OF CONTENTS

Page LIST OF FIGURES and TABLES...... ii SUMMARY ...... iii INTRODUCTION ...... 1 LOCATION and ACCESS ...... 3 CLAIM STATUS ...... 6

HISTORY and CaCO3 RESOURCES ...... 7 REGIONAL GEOLOGY ...... 13 PROPERTY GEOLOGY ...... 16 GEOCHEMICAL SAMPLING in 2019 ...... 17 CONCLUSIONS and RECOMMENDATIONS ...... 19 COST ESTIMATE for FUTURE WORK ...... 20 REFERENCES ...... 21 APPENDICES Appendix I Statement of Qualifications...... 23 Appendix II Statement of Costs ...... 24 Appendix III Assay Results and Sample Descriptions ...... 25

i Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019

LIST of ILLUSTRATIONS and TABLES

ILLUSTRATIONS

Following Page

FIGURE 1 Location Map ...... iv FIGURE 2 Access Map – Google Image ...... 2 FIGURE 3 Claim Map, 1:20,000 ...... 5 FIGURE 4 Garmin Traverse 2014 ...... 8 FIGURE 5 Detail Google Image 2014 ...... 9 FIGURE 6 Sample Locations and Results 2014 ...... 11 FIGURE 7 Local Geology, 1:2,000 ...... 15 FIGURE 8 Sample Locations and Results 2019 ...... 18

TABLES

Page

TABLE I List of Claims ...... 6 TABLE II Results of 1997 Sampling, Major Oxides ...... 7

ii Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019

SUMMARY

1. Previous geological mapping later in 2008 concentrated on low silica limestone from the southeast and southwest part of the property covered by Tenure 576416 and 567886.

2. Silica values from the 2007 and 2008 sampling and previous samples returned values less than 1% SiO2. 3. The general area was covered by Selesse 1 Mining Lease (Lease # 363428) totalling 99.4 hectares (since surrendered) and several Mineral Claims, now totalling 338.58 hectares. The northeast end of the limestone unit is held as a Special Use Permit by the Ministry of Transportation and Highways amounting to about 3.44 acres. 4. The general carbonate section consists of an upper 60 metre thick limestone member separated from a lower 30 metre thick limestone member by approximately 30 metres of cherty argillite and greywacke. 5. Mining by I.G. in 1997 began with establishment of the northern end of 360m bench level, by drilling and blasting 45,000 tonnes of material. Some oversize was used to construct roads and stockpile-crusher area. Blast holes were up to 40’ deep (2.5 to 3” holes) and shot with Anfo. 6. Continued geological mapping to the south and a small bulk sample of 115 tonnes from the southwest area to test the material at the company’s roofing products plant in Sumas, was completed in 2008. 7. Assays from the bulk sample suggest SiO2 and MgO values which are acceptable to filler requirements and tear strengths of fibreglass shingles. 8. The southeast and southwest zones together are in the 500,000 to 600,000 tonne range of potential which can only be confirmed by drilling. 9. Previous 2014 sampling: Calcium content ranges from 18.03% to 30.08% Ca, Magnesium ranged from a low of 1.52% Mg to 5.57% Mg; silica ranged from 2.05% up to 7.72% Si. 10. A program of about 1,500 feet of drilling is recommended to further evaluate the southern zones at an estimated cost of $75,000.00. 11. Work in 2019 focussed on sampling on the northern part of the claims on Tenures 567887, 567884 and 1021114. Assay values range between 0.1735% Ca and 52.51% Ca with 2.86% Si and 28.75%Si. 12. Future work is recommended on the west side of Tenure 1021114.

Respectfully submitted,

J. T. Shearer, M.Sc., P.Geo. (BC & Ontario) FSEG Consulting Geologist Quarry Supervisor 835903

iii Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019

Slesse Creek Claims Creek Slesse

Bridal Falls Bridal

Rosedale

Ryder Lake Ryder

Sardis Chilliwack

Figure 1 Location Map

iv Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019

INTRODUCTION

The Slesse mineral claims cover readily available limestone (CaCO3) resources immediately southwest of the Slesse Quarry of the Ministry of Highways. Acquisition and preliminary evaluation of the steep-sided knoll was started in July 1997 on which two main limestone units are exposed and was completed in July and October 1997. The general carbonate section consists of an approximately 60 metre thick Permian limestone member separated from a lower 30 metre thick limestone member by about 30 metres of cherty argillite and greywacke. Sampling in 1997 and previously obtained assays indicate that the upper carbonate unit contains up to 50.59% CaO with very low impurities except for around 8% SiO2. The silica content is mainly from the stratabound ameboid shaped chert nodules and chert lenses in Upper Limestone member which possibly could be sorted and separated in the pit. Drilling and blasting started on November 4, 1998 with initial pioneering work. Crushing was started on December 1, 1998 and product was first trucked to the Sumas Plant on December 10, 1998.

The 1998 Assessment Report documents experience gained while producing material in 1998 and establishing the first open cut bench. A detail plan was outlined for work in 1999 to produce 60,000 tonnes of Limestone and gravel, and rock, rip-rap and stone products that are used for construction purposes (as defined in the Land Act). This plan was not completed and only 40,000 tonnes was produced. Construction means the use of rock or other natural substances for roads, buildings, berms, breakwaters, runways, rip-rap and fills and includes crushed rock. Dimension stone means any rock or stone product that is cut or split on two or more sides, but does not include crushed rock.

The apparent expected end use of the CaCO3 resource (that of supporting a roofing plant raw materials and fillers) from the Slesse Project of IKO Industries Ltd. comes within the Industrial Use definition and therefore can be considered under the Mineral Tenure Act.

Previous work in 2007 and 2008 consisted of sampling purer limestone located in the southern part of the claims on claims 576416 and 567886. This work suggests the two zones together are in the 500,000 to 600,000 tonne range of potential which can only be confirmed by drilling.

Current work in 2019 consists of follow-up geochemical sampling on the north side of claim tenure #1021114.

1 Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019

Figure 2 Access Map – Google Image

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LOCATION and ACCESS

The Slesse mineral claims are situated on a steep sided knoll rising to an elevation of about 215m (700 ft.) above the Chilliwack River immediately west of the mouth of Slesse Creek. This point is about 20.9 km (13.1 miles) by road easterly from Vedder Crossing Bridge and about 26 km from the railway at Sardis.

The claims are covered by second growth forest which has been thinned and may be ready for harvesting again in 20 or 30 years. The Forestry road that passes south along the limestone outcrops switches at higher elevations to the headwaters of Borden Creek.

A road log from the Trans- Highway near the IKO plant in Sumas Washington is as follows: Road Log Distance Place Remarks 0 km Trans Canada Exit 92 at Abbotsford, Intersection of B.C. Highway 11 and the Trans-Canada Highway #1 Freeway (to Sumas) 13 km Freeway Exit 104 Exit to Cultus Lake, Yarrow, No. 3 Road, Follow No. 3 Rd to Yarrow Central Road. 18.5 km Yarrow Central Road Yarrow Townsite 20.7 km Vedder Mountain Road 26.1 km turn off to Cultus Lake 26.8 km Chilliwack River at Vedder Crossing and turn onto Road, Paved Road, 80 km/hr speed limit, (north side of river). 29.1 km “On The Way” Cafe 34.05 km Pointa Vista Cafe & Garage Public Phone available. 35.9 km Private homes general end of Residential Housing Developments 36.5 km Selesse Park turn off small Provincial Campground 37.3 km Bridge across Chilliwack River south side of river - 10.5 km from turnoff 43.5 km Corrections Facilities 44.5 km Mount Thurston Forest Service Recreation Campsite 45.9 km Borden Creek Bridge 46.65 km Old Logging Road up west side of claims along Nursey Creek 47.7 km Selesse Creek Bridge and Location of Ministry of Highways Rip-rap Quarry 20.9 km from turn off. Points along West Selesse Creek (& upper Borden Creek) Forestry Road 0 km Chilliwack Lake Road Forestry Road in very good shape even though logging has apparently not taken place for some years. 0.8 km Road to Upper Levels of Highways Limestone Quarry, Selesse Pit, District. Phone 604-795-8363 for District Highways Manager. 0.85 km Bridge over major tributary of Selesse Creek & old road leading to the east side of Selesse Creek (Bridge out) at steep sided Limestone canyon (This east side Forestry Road leads south up towards the headwaters of Selesse Creek) 1.05 km 1 km sign 2.1 km 2 km sign 2.7 km LCP for Selesse #1 claim is 100m north of this point 4.8 km Junction of road to southeast 4.9 km Upper Bridge over major tributary 5.8 km Initial post for Selesse #10, 15m south of road at this point 6.0 km 6 km sign 6.1 km Major dry gully & road closed sign by Forestry 6.3 km final post of Selesse #10 and Initial post of Selesse #11, 100m north of road on steep side slope beyond 6.3 km the road continues west to the upper reaches of Borden Creek.

3 Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019

The logging bridge at 0.7km on the Slesse-Borden Forest Service Road was damaged during a flood about 13 years ago. This bridge was completely removed in mid-2008. Access to the upper levels by all-terrain vehicles (ATV) is still possible above the 0.7km Bridge. Recently Forestry reports no plans to replace the 0.7km bridge which contradicts Forestry plans of 2006 which was to replace the 0.7km bridge and another bridge further up by 2008.

Forestry did suggest that it would be open to sharing the cost of a new 0.7km bridge. The span would be relatively simple 20 to 50 foot in length.

The apparent continuation of the low silica limestone (southeast zone) to the southwest was sampled in 2008. Access to the southwest zone is along Nursey Creek and does not require any bridge crossings.

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Quarry

Claim Map Claim

South Limestone Slesse South

Not Available Not

Figure 3 Claim Map

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CLAIM STATUS

The principal area of interest was previously covered by the Selesse mineral claims staked under the two-post and Modified Grid and MTO Systems and registered in the name of J.T. Shearer. The current claims are shown in Table II below. The claims are located within the New Westminster Mining Division.

TABLE II List of Claims Tenure # Claim Name Units Issue Date Expiry Date* Owner 576416 Slesse 410 42.32 February 17, 2008 October 12, 2021 J. T. Shearer 567884 Slesse A 21.16 October 12, 2007 October 12, 2021 J. T. Shearer 567887 Slesse B 21.16 October 12, 2007 October 12, 2021 J. T. Shearer 1021114 Slesse 21.16 July 20, 2013 July 20, 2021 J. T. Shearer 1063759 Slesse Surround 2 148.14 October 13, 2021 J. T. Shearer 1067892 Slesse NW 84.64 April 13, 2021 J. T. Shearer Total ha 338.58

*with application of assessment work documented in this report.

Under the present status of mineral claims in British Columbia, the consideration of industrial minerals requires careful designation of the product’s end use. An industrial mineral is a rock or naturally occurring substance that can be mined and processed for its unique qualities and used for industrial purposes (as defined in the Mineral Tenure Act). It does not include “Quarry Resources”. Quarry Resources includes earth, soil, marl, peat, sand and gravel, and rock, rip-rap and stone products that are used for construction purposes (as defined in the Land Act). Construction means the use of rock or other natural substances for roads, buildings, berms, breakwaters, runways, rip-rap and fills and includes crushed rock. Dimension stone means any rock or stone product that is cut or split on two or more sides, but does not include crushed rock.

The apparent expected end use of the CaCO3 resource (that of supporting a roofing plant raw materials and fillers) from the Slesse Project of IKO Industries Ltd. comes within the Industrial Use definition and therefore can be considered under the Mineral Tenure Act.

Cash may be paid in lieu if no work is performed. Following revisions to the Mineral Tenures Act on July 1, 2012, claims bear the burden of $5 per hectare for the initial two years, $10 per hectare for year three and four, $15 per hectare for year five and six and $20 per hectare each year thereafter.

An engagement with the local First Nation has been ongoing for the last 10 years.

6 Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019

HISTORY and CaCO3 RESOURCES

Samples taken in by Mathews (1947) and during the current program are shown in Table II. TABLE II Results of 1997 Sampling, Major Oxides

Upper Limestone Insoluble R2O3 FeO3 MnO MgO CaO P2O5 S Ig H2O Loss

1997 Upper Limestone 8.04 (SiO3) 0.67 0.50 0.03 0.91 50.59 0.21 0.15 38.8 9 *1947 Upper 100’ 15.1 0.47 0.42 0.05 2.50 43.6 0.03 0.06 37.8 0.06 *1947 Lower 100’ 22.5 2.12 0.91 0.63 0.82 40.1 0.07 0.03 33.2 0.07 Lower Limestone * 100 ‘ 17.8 0.97 0.64 0.13 0.36 43.7 0.09 0.09 35.9 0.11  Chilliwack River North 8.24 0.44 0.34 0.005 0.29 50.3 0.022 0.119 40.1 Top 61m 1957 of a 120m thick member * from Mathews 1947 p. 48  from EMPR Bulletin 40 pg. 41 & 42 Note: R2O3 = Aluminum oxides + TiO, ZrO, BeO, CrO, As and V. For most limestones R2O3 is essentially Aluminum oxide. CaO contains 71.47% Ca by weight, (1% CaO = 1.78% CaO3) Insol = Acid insoluble matter, chiefly silicates.

The thickness of the upper limestone unit of 60 metres has the potential, based on surface exposures over a 500m strike length and width of 150 metres to contain in excess of several million tonnes of relatively siliceous (>8%) carbonate material that may be accessible by open cut mining immediately south of the existing Highways quarry.

There is also potential to define 62 million tonnes by deeper diamond drilling.

Controlled grinding tests were completed with a final particle size, determined by wet screen assaying, was: 150 micron 99.8% passing 74 micron 93.7% passing 38 micron 77.7% passing The filler grade grinding specifications requirement by IG is as follows: Filler (Beachville) Filler (Madoc) Talc % smaller than % smaller than % smaller than 150 micron - 100 20 Tyler # mesh 0 20 Tyler # mesh 0 74 micron - 73.6 28 Tyler # mesh 0-0.8 40 Tyler # mesh 7-8 45 micron - 67.2 35 Tyler # mesh 0-3 70 Tyler # mesh 22-24 20 micron - 46.0 48 Tyler # mesh 9-15 100 Tyler # mesh 11-12 10 micron - 30.0 65 Tyler # mesh 12-18 200 Tyler # mesh 22-24 5 micron - 8.5 100 Tyler # mesh 10-25 Plus 200 Tyler # mesh 30-38 1 micron - 2.15 200 Tyler # mesh 15-30 PAN 20-50 150 micron = 100 mesh (Tyler #) 75 micron = 200 mesh (Tyler #) Further testing on actual filler in production roofing products by IG at the IG Research Centre in Brampton, Ontario apparently gave favourable results on the ground Slesse CaCO3.

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Figure 4 Garmin Traverse 2014

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Figure5 Detail Google Image 2014

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PROSPECTING and SAMPLING in 2014

In 2007, samples were collected from the drill core (from the 1998 program) which returned higher than desired SiO2 content. Additional samples were collected from a less siliceous zone southeast of the main quarry knoll in early 2008. Although the silica content was within acceptable levels, the bridge was removed by Forestry soon after the sampling was completed.

Further samples were collected to the southwest using road access from the west which does not require any creek crossings and a 115 tonne mini bulk sample from broken rock was collected in May 2008 and transported to the Company’s roofing plant in Sumas, Washington where the material was crushed, pulverized and used to make acceptable tear strength fibreglass shingles.

This southwest zone appears to be a continuation of the less siliceous limestone. Additional geological mapping was completed between these two limestone units. The southwest zone was traced southwest for approximately 300 metres by additional work in 2014. The exposure at the end of the logging branch road is a minimum of 4m high. The limestone unit is poorly exposed but can be traced by sinkholes and other karsitc features for about 300 metres to the southwest above the access road. The limestone unit appears to be about 15m wide. [(potential volume 15mx30mmx30m= 135,000m3) which is conceptually 350,000 tonnes using a Specific Gravity (SG) of 2.6 or 2.7. This potential could only be quantified with diamond drilling.]

The southwest zone cannot be reliably traced to the northeast (although this is a strong likelihood) due to overburden and extremely steep terrain (steep canyon walls of over 100m).

The southeast zone (the site of the 2002 bulk sample) appears to be the continuation of the southwest zone across the 0.7km creek. Mapping around the southeast zone suggests a change in direction of the carbonate horizon. This change in direction, due to overburden and logging debris can only be confirmed by diamond drilling. A rough conceptual potential could be (subject to drill confirmation) would be 200mx15mx30m=90,000 or about 230,000 tonnes in potential.

The two zones together are in the 500,000 to 600,000 tonne range of potential which can only be confirmed by drilling. A future program of about 1,500 feet of drilling would be required and is recommended. The definition of an increase in limestone resources by further work is considered to be good.

Also in 2014 recent logging road constructed on the west side of the main ridge (containing the Highways Quarry on the northeast end) were prospected and sampled. Assays and sample descriptions are contained in Appendix III.

For 2014 sampling: Calcium content ranges from 18.03% to 30.08% Ca, Magnesium ranged from a low of 1.52% Mg to 5.57% Mg; silica ranged from 2.05% up to 7.72% Si. The black chert (sample 08) assayed 35.0% Si.

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Figure 6 Sample Locations and Results

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XRF Results and Sample Description 2014

Project Name: Slesse (Borden Creek) Area

Hole # Sample Al Fe Si Mn Mg Ca P K S Sr Description Slesse 01 Black Limestone 1.50 0.66 5.16 0.029 4.01 23.84 0.34 0.06 0.018 2nd 01 Black Limestone 2.62 0.67 5.72 0.035 5.52 24.78 0.78 0.19 0.022 179 02 Black Limestone 2.44 1.04 7.77 0.05 1.52 19.00 0.59 0.19 0.027 69 03 Black Limestone N/A 0.13 6.47 0.028 N/A 25.15 0.299 N/A N/A 440 04 Black Limestone 1.69 0.72 4.02 0.033 3.27 27.19 0.45 0.078 0.018 109 05 Black Limestone 0.71 0.33 2.11 0.034 2.86 27.65 0.47 0.062 77 06 Limestone 0.056 0.25 3.63 0.623 2.52 28.89 0.31 8.28 06 Dark lens 0.77 0.35 6.14 0.66 5.57 29.89 0.34 0.013 0.98 79 06 White Veinlet 0.34 0.22 7.72 0.02 N/A 28.00 0.25 8.56 307 07 Black Limestone 1.24 4.47 2.05 0.05 2.61 18.03 0.52 0.08 0.102 135 08 Black chert 0.27 0.11 35.09 N/A N/A 0.18 0.85 N/A 0.045 5 09 Limestone, Dark 1.25 0.27 5.32 0.054 4.65 30.80 0.367 0.10 68 Grey Thick bedded limestone

12 Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019

REGIONAL GEOLOGY

The Lower Pennsylvanian to Lower Permian Chilliwack Group (unit 3) consists of slightly metamorphosed pelite, sandstone and minor conglomerate, pyroclastic rock, altered basic volcanic rock known as greenstone, limestone and minor chert. The group was named by Daly in 1912 from the extensive outcrop of these rocks around the Chilliwack Valley, near the proposed quarry. Other rocks belonging to this group are exposed east of the southern part of Harrison Lake, near Agassiz and on the south side of the Fraser Valley near Cheam View Station (Daly, 1912; Cairnes, 1944; Monger, 1966).

There are five stratigraphic and lithologic divisions in the group in the Chilliwack Valley west of the fault zone that runs approximately north-south and crosses the valley seven miles below Chilliwack Lake (just east of the proposed quarry). The oldest division (2a) consists of pelite, siltstone and fine-grained sandstone whose stratigraphic base is nowhere exposed in the map area. Its apparent thickness ranges from 1,000 to 2,500 feet. Overlying this division with a gradational contact is Lower Pennsylvanian limestone (2b) that is commonly about 30m (100 feet) thick and locally absent. Disconformably (?) above this is a clastic division (2c) of pelite, sandstone, and minor conglomerate and tuff, ranging in thickness from 140 to 250 metres (450 to 800 feet). This division is conformably overlain by Lower Permian limestone (2d) whose thickness is generally 60-90 metres (200 to 300 feet), but locally may be as much as 600 metres (2,000 feet). The uppermost division (2e) consists of greenstone, pyroclastic rock and minor chert that in places conformably overlies the Lower Pennsylvanian limestone and elsewhere is stratigraphically equivalent to it. Thickness of this unit ranges from 60 to 600 metres (200 to 2,000 feet).

Slate is most abundant in the lowest division (2c) but comprises the major part of the clastic sequence overlying the Lower Pennsylvanian limestone. It is hard, locally siliceous, dark grey to black and is either massive or thinly bedded.

Sandstone is prominent in the clastic division (2c) where it is typically coarse or medium grained and occurs in massive beds. In the lowest division (2a) it is fine grained, grades to siltstone and forms thin, graded beds within the predominant pelite. The sandstone is typically tan weathering, grey or grey-green, poorly sorted and composed of angular fragments derived mainly from volcanic rocks and plagioclase feldspar (mainly albite or oligoclase) that may be wholly or partly altered to carbonate or clay minerals. These are associated with chert clasts and pelite chips. Quartz is notably rare or absent. Sandstone near the top of unit 3b contains shards and pumice fragments and is gradational with lithic tuff.

Conglomerate, in unit 2c, forms massive beds typically a few metres thick but locally up to 30 metres thick (100 feet). It consists of well-rounded cobbles of volcanic rock, chert and locally limestone in a matrix of sandstone.

Limestone in the Chilliwack Group is mainly recrystallized. The Lower Pennsylvanian limestone (2b) is medium to dark grey, argillaceous, and where the primary texture is preserved, is a calcarenite. Most characteristic of this limestone are large crinoid columnals commonly an inch or more in diameter. The Lower Permian limestone (2d) is generally light grey, massive, locally dolomitic and contains large, dark grey chert nodules. Preserved textures indicate that the original rock was an aphanitic or calcarenitic limestone. The uppermost part is locally tuffaceous and contains numerous fusulinids and crinoid columnals.

Volcanic rock is of two main types, altered basalt or andesitic basalt, known as greenstone, and pyroclastic rock, some which is dacitic. It comprises division 2e, although a few tuff beds occur just below the lower Permian limestone (division 2d).

The greenstone is grey-green, massive and typically structureless, although pillows occur in a few places. It is commonly very fine grained and consists of randomly oriented, interlocking laths of altered plagioclase feldspar, making up 80 to 90 per cent of the rock, scattered intergranular or phenocrystic clinopyroxene grains, forming 10 to 20 per cent, and interstitial chlorite and opaque minerals. The feldspar is typically saussuritized and the composition of any plagioclase remaining is albite. The pyroxene is mainly fresh and may be highly fractured, and in many examples is in ophitic or subophitic relationship with the feldspar. Chlorite is common interstitial, fills veins and

13 Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019 vesicles and in some rocks is associated with pumpellyite. Calcite occurs in vesicles or rarely, as patches in the groundmass. Skeletal ilmentite displaying all stages of alteration to leucoxene and finely granular sphene is ubiquitous and may make up to 10 per cent of the rock. Some brownish grey or maroon varieties contain fine- grained hematite. Although no chemical analyses are available for these rocks, texturally and mineralogically they have more in common with basalts than andesites (Monger, 1966). Mineralogical assemblages are those of spilites, but typically this appears to be due to saussuritic alteration of the anorthite part of the plagioclase, leaving albite pseudomorphs containing saussurite, rather than to any excess of sodium in the rock.

The most prominent pyroclastic rock is hard, massive, unsorted pale green to olive-green, quartz-bearing crystal- vitric dacite tuff. This rock consists of 40 to 60 per cent pale green altered euhedral to subhedral feldspar, 5 to 10 per cent euhedral, bipyramidal, embayed quartz and a variable but subordinate amount of lithic and vitric fragments, in a fine-grained matrix (Monger, 1966). It grades with decreasing grain size into pale green silicified tuff resembling chert. Other pyroclastic rock contains lithic clasts up to 6 inches in diameter, together with altered vitric clasts.

Pale grey, green, white and maroon thin-bedded chert with argillaceous partings is locally interbedded with these volcanic rocks, but is never abundant.

The Chilliwack Group east of the fault crossing the eastern end of Chilliwack Valley are amphibolites, some of which contain relict volcanic textures, cherty pelites and some limestone pods, in part contact metamorphosed by the Chilliwack Batholith. Structures in a hornfelsed rock of this sequence near the contact with the Chilliwack Batholith on Williams Peak and to the south, closely resemble altered Permian fusulinids

The Chilliwack Group in Chilliwack Valley is highly deformed, having undergone at least two episodes of deformation. It was initially folded, together with Mesozoic rocks, and thrust to the northwest on at least two or possibly three major thrust faults. Folds related to this episode are tight and isoclinal and overturned to the northwest or recumbent, with fold axes trending northeasterly. A penetrative axial plane cleavage was developed in all clastic rocks during this episode. These structures were refolded and faulted during the latter, minor deformational episode, which caused the common northeast plunge of early fold axes, and the northeasterly dip of bedding and planar structures produced during the first episode. Minor folds produced during the second episode are conjugate or chevron folds with northwest-trending axes, and major structures are large asymmetric antiforms and reverse faults with northeast-dipping fault planes.

Textural alteration, mainly in clastic rocks, is due to the early deformational episode, and becomes more intense from west to east. A penetrative fracture cleavage parallel to the axial plane of early folds is developed in pelitic and tuffaceous rocks west of the thrust fault that crosses Tamihi Creek, whereas coarser sandstones are little altered. East of and above this thrust the pelitic rocks have a slaty or phyllitic axial plane cleavage and grains in coarser clastic rocks are flattened, producing a crude foliation.

The Chilliwack Group is overlain disconformably by Upper Triassic rocks of the Cultus Formation. Bedding on both sides of the contact is parallel and both Mesozoic and Paleozoic rocks appear to have undergone two deformational phases and the same degree or metamorphism. The basal contact of the group is not known from the map area, as the oldest rocks in the formation overlie younger rocks on a thrust fault.

Fossils occur in all divisions of the Chilliwack Group but are rarely abundant. Of these only fusulinids in the Lower Pennsylvanian and Lower Permian limestone give precise stratigraphic ages.

The fusulinid faunas allow fairly precise correlation with other units in the Western Cordillera. Lower Pennsylvanian limestone outcrops extensively in northwestern Washington, southwest of the map area. Limestone of the Cache Creek Group at Harper Ranch, east of Kamloops, British Columbia and the Coffee Creek Formation of Suplee, Oregon are of the same age. Lower Permian limestone outcrops southwest of the map area and contains similar fusulinids to those in division 3c’. Lithologically the Chilliwack Group is somewhat similar to the Hozameen Group, although it contains more clastic material.

14 Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019

Figure 7 Local Geology

15 Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019

PROPERTY GEOLOGY

Geological mapping on the South Slesse Limestone Project indicates that a single recumbent fold plunging -6 towards 192 is the dominant structure in the existing Highways quarry. This fold accounts for the “double” thickness of the upper limestone unit in the quarry. This structure continues south onto the IG Claims and similar conditions can be expected although the fold hinge will be lower in elevation the farther south it is encountered, Figure 6. Tight isoclinal folding is exposed on the cliffs overlooking the Chilliwack River.

The rusty stain on the upper benches of the Highways Quarry is due to the oxidation of thin, pyritic, black argillite interbeds which appear to be slightly thicker along the hinge region of the recumbent fold structure.

Since the limestone unit is exposed on the IG Claims as a cliff face running along 500m on the southwest part of the quarry knoll, it is unlikely that the limestone unit suddenly disappears at depth. However, from a geological perspective, that without further diamond drill hole control, the project runs the risk of not defining in a timely fashion: A) depth of overburden to the south B) thickness and frequency of pyritic argillite interbeds C) uniformity and composition of the Limestone unit D) location of chert beds and chert nodule horizons E) contact with slate to the east

The cliff on the southwest side of the knoll exposes at least 60m thickness of the upper limestone unit. On precipitous slopes lower on the knoll a lower limestone unit at least 30m thick is also exposed but is almost inaccessible. A belt of greywacke and argillite separates the two exposures of limestone whether the two exposures of limestone are parts of one body repeated by faulting or are two separate bodies remains uncertain. The limestone here strikes 050 dipping 10 to 35 southeast. Chert beds, especially in the upper limestone unit are present.

Three major tectonic units are separated by thrust and reverse faults in the belt south of Fraser River. The lowest unit is believed to be autochthonous and consists mainly of Mesozoic rocks with minor fault across which a narrow sliver of probable pre-Devonian basement has been brought up, and on the south and east by a thrust fault. Minor folds in this unit are tight, overturned to the northwest and have axial planes that dip southeast at moderate angles. Paleozoic rocks overlying the Mesozoic rocks on Church Mountain are believed to be part of this unit as the degree of alteration and development of planar structures is identical to that in the Mesozoic rock below. The Paleozoic rocks may comprise the lower limb of an over turned fold and as such should be called parauthochthonous. Above this unit are allochthonous rocks that overlie a major thrust correlated with the (American) Church Mountain thrust. Within the allochthonous rocks a thick lower sequence of Permian volcanic rocks (unit 3b) is separated by an assumed thrust from overlying Pennsylvanian and Permian strata (unit 3) and Mesozoic rocks (unit 4). Permian limestone (unit 3c’) on Mount McGuire and the north side of Chilliwack Valley outlines a major recumbent fold overturned to the northwest. This plunges gently to the northeast, probably as the result of later deformation. The lower limb of the fold is replaced by a thrust, below which is the thick sequence of Permian volcanic rocks. The thrust appears to be genetically related to the recumbent folding. Minor folds in these rocks mirror the geometry of the major structure. Planar structures in the allochthonous rocks are far better developed than those in the autochthon. An axial-plane slaty or phyllitic cleavage is found on both Paleozoic and Mesozoic pelitic rocks and the grains in coarser clastic rocks are flattened, producing a crude foliation. Paleozoic rocks on , and those that form a klippe to the south of it, appear to be a structurally higher thrust sheet as they overlie Mesozoic rocks. The easternmost tectonic unit includes Paleozoic rocks (unit 2), probable basement rocks and minor ultramafic rocks (units Aa, Ac), and is separated from rocks to the west by a north-south trending fault zone that dips easterly at about 70 where well-exposed near Mount Pierce. This fault appears to truncate structures to the west. Rocks east of the fault probably form the northerly continuation of the zone of imbricated Paleozoic rocks and basement slices below the main Shuksan Thrust that is well exposed west of Slesse Creek just south of the International Boundary.

16 Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019

GEOCHEMICAL SAMPLING in 2019

Sampling in 2019 focussed on the north side of the claim group (Tenures #567884, 567887 and 1021114).

Assays were conducted by using an XRF Unit factory calibrated (Cert No. 0154-0557-1) on October 30, 2013, Instrument #540557 Type Olympus DPO-2000 Delta Premium. The instrument was calibrated using Alloy Certified reference materials by ARM1 and NIS5 standards. Only certified operators were employed and that were experienced in XRF assay procedures. Read times were 120 seconds or greater.

Results and sample descriptions for 2019 work are contained in appendix III and the results are plotted on Figure 8. Assay values range between 0.1735% Ca and 52.51% Ca with 2.86% Si and 28.75%Si.

A program of 1500 feet of drilling in the southeast and southwest zones is recommended as the next phase of investigation.

17 Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019

Ca % Ca % Si

Sample Location Sample

Results

27.32%CaO; 12.33% Si

–

7 7

#

52.51%CaO; 2.86% Si

–

6 6

15.83%CaO; 18.13% Si

#

–

35.52%CaO; 7.35% Si

5 5

–

#

0 0

45.08%CaO; 5.75% Si

#1

–

0.1735%CaO; 10.55% Si

4 4

#

–

3.85%CaO; 28.75% Si

3.62%CaO; 12.11% Si

9 9

–

–

#

8 8

3 3

#

#

13.78%CaO; 19.52% Si

–

2 2

#

27.14%CaO; 15.75% Si

-

#1

Figure 8 Sample Locations and Results 2019

18 Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019

CONCLUSIONS and RECOMMENDATIONS

In 2007 and 2008, samples were collected from the drill core (from the 1998 program) which returned higher than desired SiO2 content. Additional samples were collected in 2008 from a less siliceous zone south of the main quarry knoll (refer to Figure 4). Although the silica content was within acceptable levels, the bridge was removed by Forestry soon after the sampling was completed.

Further samples and a small bulk sample of 115 tonnes were collected to the southwest (refer to Figure 4) using road access from the west which does not require any creek crossings. Resource potential in the southwest and southeast zones is approximately 500,000 to 600,000 tonnes which requires confirmation by drilling. Potential to expand this tonnage is considered good.

Previously, acquisition and preliminary evaluation of the Slesse Limestone Quarry was undertaken in July and October 1997 for IG Machine & Fiber Ltd. The CaCO3 resource at Slesse Creek is a source for the filler requirements of the new manufacturing plant operated by IKO in Sumas, Washington. A 180m thick Lower Permian sequence of grey, recrystallized limestone with interbedded greywacke, chert and argillite of the Devonian to Permian Chilliwack Group is exposed for 700 metres along the northwest flank of a knoll immediately southwest of the junction of Slesse Creek and the Chilliwack River.

Geological mapping on the South Slesse Limestone Project indicates that a single recumbent fold plunging -6 towards 192 is the dominant structure in the existing Highways quarry. This fold accounts for the “double” thickness of the upper limestone unit in the quarry. IG Machine & Fiber Ltd. is confident that this structure continues south onto the IG Claims and similar conditions can be expected although the fold hinge will be lower in elevation to the south. Three diamond drill holes were completed along the ridge in 1998 to confirm surface observations.

Since the limestone unit is exposed on the IG Claims as a cliff face running along the southwest part of the quarry knoll for over 700m, it is unlikely that the limestone unit suddenly disappears at depth. However, from a geological perspective, without further diamond drill hole control, the project runs the risk of not defining certain parameters needed for full production.

Previously, approximately 45,000 tonnes of Limestone were drilled and blasted in 1998 on the initial pioneer bench at 360m elevation. Some of this material was used in road construction and establishment of the crusher-stockpile area. Approximately 10,000 tonnes was crushed and screened by year end and a relatively small amount was trucked to the Roofing Plant in Sumas, Washington. This material was not suitable for filler applications but could satisfy aggregate uses.

Previous 2014 sampling: Calcium content ranges from 18.03% to 30.08% Ca, Magnesium ranged from a low of 1.52% Mg to 5.57% Mg; silica ranged from 2.05% up to 7.72% Si.

Results and sample descriptions for 2019 work are contained in appendix III and the results are plotted on Figure 8. Assay values range between 0.1735% Ca and 52.51% Ca with 2.86% Si and 28.75%Si.

A program of 1500 feet of drilling in the southeast and southwest zones is recommended as the next phase of investigation.

19 Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019

COST ESTIMATE for FUTURE WORK

A program of drilling 1,500 feet (450m).

Project Supervision, Core Logging, Follow-up mapping $ 12,500 .00 Contract drilling, 1,500 ft. @ $30/ft. 45,000.00 Analytical 5,000.00 Transportation, Room & Board 4,500.00 Report Preparation 3,000.00 Quarry Design, Drafting 5,000.00 Total $ 75,000.00

Respectfully submitted,

J. T. (Jo) Shearer, M.Sc., P.Geo. (BC & Ontario) FSEG Consulting Geologist

20 Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019

REFERENCES

Adams, M. A. and White, I. W., 1990: Fish Habitat Enhancement: A manual for Freshwater, Estuarine, and marine Habitats. Department of Fisheries and Oceans, Canada. DFO 4474.330p.

Bleek, J. A. and Sherar, R. L., 1991: Calcium Carbonate in Paper. Conference Proceedings, 10th Industrial Minerals International Congress, 1991.

Bristow, C. M., 1992: An Introduction to the evaluation of Mineral Filler Deposits. Industrial Minerals Magazine, June 1992.

Cairnes, C. E., 1923: Lucky Four Mining Property, , B.C. Geological Survey of Canada, in Summary Report, 1922, Part A, Page 127-138.

Fish Habitat Management Branch, 1986: Policy for the Management of Fish Habitat, Minister of Supply and Services Canada 1986. Cat. No. Fs 23- 98/1986E.

Ionides, G., 1991: Opportunities for High Value-added papermaking mineral pigments in Western , In Conference Proceedings, Industrial Minerals Forum 1991, page 99-102.

McDougall, J. J., 1984: Report on the Pop and Pop1 Mineral Claims, Bridal Falls - Cheam Peak Area, Private Report for Saturn Energy and Resources Ltd., Jan. 9, 1984, 11pp.

Mathews, W. H., 1947: Calcareous Deposits of the Georgia Straight Area. B.C. Dept. of Mines, Bulletin 23, 113 pp.

Ministry of Energy, Mines and Petroleum Resources, 1992: Guidelines for Mineral Exploration: Environmental Reclamation and Approval Requirements. Revised January 1992, 57 pp.

Monger, J. W. H., 1970: Hope Map Area, West Half, Geological Survey of Canada, paper 69-47, 75 pp.

Norman, D. K., 1992: Reclamation of Quarries, Washington Geology Vol. 20, No. 4, Dec. 1992, pp. 3-9.

Ray, G. E., 1982: The Nagy Gold Occurrences, B.C. Department of Mines Paper 1983-1, Geological Fieldwork 1982.

Resource Management Branch, 1992: Health, Safety and Reclamation Code for Mines in British Columbia. Ministry of Energy, Mines and Petroleum Resources, 1992, 13 parts plus Index, 200 pp.

21 Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019

Richards, T. A. and McTaggert, C. C., 1976: Granitic Rocks of the Southern Coast Plutonic Complex and Northern Cascades of British Columbia. Geological Society of America Bulletin 87, p. 935-953.

Shearer, J. T., 1984: Assessment Report on the Hunter Group, Hunter Creek Area. Assessment Report, 1984, 12 pp.

1990: Assessment Geological and Prospecting Report on the POP#1 Mineral Claim, Bridal Falls - Cheam peak Area, Private Report for New Global Resources Ltd., May 25, 1990, 10 pp.

1995: Geological and Prospecting Report on the Wahleach 1-11 Mineral Claims, (including the Popkum Limestone Quarry) Bridal Falls - Cheam peak Area, Private Report for Steelhead Aggregates Ltd., May 15, 1995, 10 pp.

1998: Mining Permit Application Summary on the South Slesse Limestone Quarry, MX7-114 for I.G. Machine & Fibers Ltd., dated January 10, 1998, 23 pp.

1998: Geological and Diamond Drilling Assessment Report on the Slesse Limestone Quarry, dated July 15, 1998, 18 pp. plus drill logs.

2008a: Geological and Geochemical Assessment Report for the South Slesse Limestone Quarry, dated March 2, 2008, for IG Machine and Fiber Ltd., Assessment Report 29,894

2008b: Geological and Crushing Assessment Report for the South Slesse Limestone Quarry, dated October 30, 2008, for IG Machine and Fiber Ltd., Assessment Report 30,442

2013: Airphoto Interpretation Assessment Report for the South Slesse Limestone Quarry, dated October 10, 2013, for Homegold Resources Ltd.

2014: Prospecting and Geochemical Report for the South Slesse Limestone Quarry, dated December 18, 2014, for Homegold Resources Ltd.

2016: Assessment Report for the South Slesse Limestone Quarry, dated October 8, 2016, for Homegold Resources Ltd.

Wright, B., 1988: Preliminary Environmental Study, Slesse Limestone Quarry.

22 Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019

APPENDIX I

STATEMENT OF QUALIFICATIONS

September 1, 2019

Appendix I STATEMENT OF QUALIFICATIONS

I, JOHAN T. SHEARER, of 3572 Hamilton Street, in the City of Port Coquitlam, in the Province of British Columbia, do hereby certify: 1. I am a graduate of the University of British Columbia (B.Sc., 1973) in Honours Geology, and the University of London, Imperial College (M.Sc., 1977).

2. I have over 35 years’ experience in exploration for base and precious metals and industrial mineral commodities in the Cordillera of Western North America with such companies as McIntyre Mines Ltd., J.C. Stephen Explorations Ltd., Carolin Mines Ltd. and TRM Engineering Ltd. 3. I am a fellow in good standing of the Geological Association of Canada (Fellow No. F439) and I am a member in good standing with the Association of Professional Engineers and Geoscientists of British Columbia (Member No. 19,279).

4. I am an independent consulting geologist employed since December 1986 by Homegold Resources Ltd. at #5- 2330 Tyner St., Port Coquitlam, B.C.

5. I am the author of a report entitled “Geochemical Assessment Report for the South Slesse Limestone Quarry, Chilliwack River-Slesse Creek Area, British Columbia” dated September 1, 2019.

6. In the current program, I visited the property August 1, 2019 and May 1,2019, December 1, 2014, September 15- 16, 2014, December 1, 2013, August 13, 31, September 1 and October 1 & 2, 2008 and May 2008 during the mini bulk sample. I have visited the property in July to November, 1997, and throughout 1998 on a daily basis while development and production occurred. I have carried out mapping and sample collection and am familiar with the regional geology and geology of nearby properties. I have become familiar with the previous work conducted on the Slesse claims by examining in detail the available reports and maps and have discussed previous work with persons knowledgeable of the area.

7. I have an Mine Supervisor Ticket (#835903) for daily supervision duties in the Limestone Quarry.

Dated at Port Coquitlam, British Columbia, this 1st day of September, 2019.

______

J.T. Shearer, M.Sc., P.Geo. (BC & Ontario) FSEG

23 Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019

APPENDIX II

STATEMENT OF COSTS

September 1, 2019

Appendix II STATEMENT of COSTS Slesse 2019

Wages & Benefits Total Without GST J. T. Shearer, M.Sc., P.Geo., 2 days @ $700/day, May 1 + August 1, 2019 $ 1,400.00 K. Hannan, Fieldman, 2 days @ $300/day, May 1 + August 1, 2019 600.00 Wages Subtotal $ 2,000.00

Expenses Truck Rental 2 days @ $120/day 240.00 Gasoline 60.00 Meals 40.00 Rental of XRF Unit 300.00 XRF Certified Operator 350.00 Report Preparation 1,400.00 Word Processing & Reproduction 350.00 Expenses Subtotal $ 2,740.00

Expenses & Wages Total $ 4,740.00

Event # 5753576 Date Filed September 1, 2019 Amount $ 4,500.00 PAC $ 1,320.18 Total Filed $ 5,820.18

24 Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019

APPENDIX III

ASSAY RESULTS and SAMPLE DESCRIPTIONS

September 1, 2019

APPENDIX III

Sample # CaO% Si% Al% Fe% Mg% Description 1 27.14 15.75 1.80 Light grey, fine grained limy chert N49 04.599 W121 42.817

2 13.78 19.52 2.53 Light grey, fine grained limestone, some mottling with white tension gashes N49 04.625 W121 42.760

3 3.62 12.11 3.78 Darker grey, fine grained limestone N49 04.637 W121 42.710

4 45.08 5.75 1.05 Darker grey, fine grained limestone N49 04.660 W121 42.662

5 15.83 18.13 1.73 Darker grey limestone N42 04.664 W121 42.581

6 52.51 2.86 0.9406 Medium darker grey, fine grained limestone N49 04.666 W121 42.534

7 27.32 12.33 2.00 Dark weathering, fine grained limestone N49 04.655 W121 42.486

8 3.85 28.75 0.4708 White quartz band in light grey limestone, fine grained N49 04.372 W121 42.327

9 0.1735 10.55 4.64 12.47 1.06 Rusty weathering siltstone interbed, fined grained N49 04.403 W121 42.255

10 35.52 7.35 1.53 Light grey fine grained limestone N49 04.420 W121 42.277

25 Geochemical Assessment Report for the South Slesse Limestone Quarry September 1, 2019

XRF Slesse 2019 All Results in %

Date Sample Mg Mg +/- Al Al +/- Si Si +/- P P +/- S S +/- Cl Cl +/- K K +/- Ca Ca +/- 20/08/2019 1 ND 1.80 0.06 15.75 0.11 0.503 0.0313 0.1639 0.0038 ND 0.1834 0.0036 27.14 0.18 20/08/2019 2 ND 2.53 0.06 19.52 0.13 0.5797 0.027 0.2343 0.004 ND 0.5727 0.0053 13.78 0.09 20/08/2019 3 ND 3.78 0.07 12.11 0.1 0.976 0.0249 0.2668 0.0042 ND 0.8075 0.0074 3.6179 0.0287 20/08/2019 4 ND 1.05 0.05 5.7482 0.0499 0.3784 0.03 0.0954 0.0031 ND 0.0879 0.0028 45.08 0.32 20/08/2019 5 ND 1.73 0.05 18.13 0.12 0.7958 0.0288 1.162 0.0095 ND 0.2045 0.0036 15.83 0.1 20/08/2019 6 ND 0.94 0.05 2.8576 0.0307 0.2768 0.0298 0.0476 0.0028 ND 0.1048 0.0029 52.51 0.38 20/08/2019 7 ND 2.01 0.06 12.33 0.09 0.708 0.0306 0.2721 0.0043 ND 0.2563 0.0038 27.32 0.19 20/08/2019 8 ND 0.47 0.041 28.75 0.16 0.4145 0.0237 0.2928 0.0044 ND ND 3.8465 0.0226 20/08/2019 9 1.06 0.31 4.64 0.07 10.55 0.09 1.1906 0.0235 0.3855 0.0048 ND 1.2326 0.0109 0.1735 0.0039 20/08/2019 10 ND 1.53 0.05 7.35 0.06 0.3958 0.0278 0.1828 0.0034 ND 0.1857 0.0031 35.52 0.25 Ti Ti +/- V V +/- Cr Cr +/- Mn Mn +/- Fe Fe +/- Co Co +/- Ni Ni +/- Cu Cu +/- Zn Zn +/- 0.2085 0.0229 ND ND 0.0288 0.0042 1.2086 0.0186 ND ND 0.0038 0.0009 0.002 0.0005 0.1996 0.0194 ND ND 0.0429 0.004 1.4404 0.018 ND 0.0034 0.0009 0.0047 0.0008 0.0022 0.0005 1.0964 0.0285 0.033 0.0085 ND 0.1786 0.0063 8.39 0.07 ND ND 0.0114 0.0011 0.0173 0.001 0.1318 0.0228 ND ND 0.0418 0.0051 0.4561 0.012 ND ND 0.0061 0.0011 0.0029 0.0006 0.1772 0.0195 ND ND 0.0411 0.0041 1.2927 0.0174 ND 0.0038 0.0009 0.0043 0.0008 0.0062 0.0006 0.0778 0.0222 ND ND 0.0516 0.0058 0.3832 0.0117 ND ND 0.0035 0.001 0.0022 0.0006 0.2734 0.024 ND ND 0.0476 0.0048 1.7247 0.0229 ND ND 0.0072 0.001 0.0041 0.0006 ND ND ND ND 0.0644 0.0036 ND ND 0.0022 0.0006 ND 1.4551 0.0288 0.0262 0.0077 ND 0.01 0.003 12.47 0.11 ND ND 0.0081 0.001 0.0235 0.0011 0.2714 0.0242 ND ND 0.0756 0.0057 1.4796 0.0211 ND ND 0.0054 0.001 0.003 0.0006 As As +/- Se Se +/- Rb Rb +/- Sr Sr +/- Y Y +/- Zr Zr +/- Mo Mo +/- Ag Ag +/- Cd Cd +/- Sn Sn +/- ND ND ND 0.023 0.0004 0.0019 0.0002 0.0036 0.0003 ND ND ND ND 0.001 0.0003 ND 0.0005 0.0001 0.0148 0.0003 0.0012 0.0002 0.0026 0.0002 ND ND ND ND 0.0017 0.0003 ND 0.0012 0.0002 0.0189 0.0004 0.0037 0.0002 0.0113 0.0004 ND ND ND ND ND ND 0.0006 0.0002 0.0226 0.0005 0.0021 0.0002 0.0013 0.0003 0.001 0.0002 ND ND ND ND ND 0.0005 0.0001 0.0208 0.0004 0.0025 0.0002 0.0063 0.0003 ND ND ND ND ND ND ND 0.0209 0.0005 0.0032 0.0003 0.0015 0.0003 ND ND ND ND 0.001 0.0003 ND ND 0.0174 0.0004 0.0021 0.0002 0.0019 0.0003 ND ND ND ND ND ND ND 0.0024 0.0001 ND ND ND ND ND ND 0.0032 0.0004 ND 0.0027 0.0002 0.0034 0.0002 0.0052 0.0003 0.0361 0.0006 0.0014 0.0002 ND ND ND ND ND ND 0.0151 0.0004 0.0023 0.0002 0.0031 0.0003 ND ND ND ND Sb Sb +/- W W +/- Hg Hg +/- Pb Pb +/- Bi Bi +/- Th Th +/- U U +/- LE LE +/- ND ND ND 0.0019 0.0004 ND ND ND 52.98 0.26 ND ND ND 0.0015 0.0003 ND ND ND 61.06 0.22 ND ND ND 0.0024 0.0004 ND ND 0.0014 0.0004 68.67 0.23 ND ND ND 0.0031 0.0005 ND ND ND 46.89 0.29 ND ND ND 0.0021 0.0003 ND ND ND 60.59 0.22 ND ND ND 0.0027 0.0005 ND ND ND 42.71 0.31 ND ND ND 0.0014 0.0004 ND ND ND 55.03 0.26 ND ND ND 0.0014 0.0003 ND ND ND 66.16 0.18 ND ND ND 0.0028 0.0005 ND ND 0.0023 0.0004 66.73 0.32 ND ND ND 0.0018 0.0004 ND ND ND 52.98 0.26