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Preliminary Geotechnical Engineering Report - Tamsin Ridge Solar and Storage Project

C-682e211cfb · Page 2 of 3 · DR-0018 · 2023-05-15

The claim, in the assessor's words

Field tile was seen in 2 test pits on the West Block slopes.

Quoted from page 2
Field tile seen in 2 test pits

Source field_study · Claim type presence · Polarity presence · Confidence high · Quote check exact, 100 of 100

Cited by EN-03 Agricultural Resources · Filed under EG-02, EN-03

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Preliminary Geotechnical Engineering Report - Tamsin Ridge Subsurface data Area Borings Overburden Bedrock (depth) Free water Notes West Block ridges B-1 to B-8 Silty clay, stiff Shale, 4-7 ft Dry Refusal at 7 of 12 test piles West Block slopes B-9 to B-14 Silty clay loam Shale, 7-11 ft 9-14 ft in 3 Quote starts. Field tile seen in 2 test pits Quote ends. Sallow Creek B-15, B-16 Alluvial silt and sand Sandstone, 10 ft 6-8 ft Soft to 5 ft; outside layout floodplain East Block B-17 to B-20 Mine spoil and clay Shale over coal at 8-12 ft in 2 Voids at 61 ft (B-17) and 74 (undermined) 45-95 ft ft (B-19) East Block (not B-21 to B-24 Silty clay Sandstone, 5-9 ft Dry Refusal at 2 of 8 test piles undermined) Test piles W6x9 piles were driven 8 to 12 feet. Ultimate axial capacity in compression was 18 to 31 kips and lateral deflection at 1.5 kips was 0.3 to 0.9 inch, adequate for single-axis trackers at 8 to 10 feet of embedment where refusal is not met. Mine subsidence assessment The mine map shows the workings extending under the east half of Parcel 9, most of Parcel 10 and the north part of Parcel 12; the map is incomplete for the last years of mining, so the true limit may reach further west. Extraction appears to have been 50 to 60 percent with pillar robbing near the end. The two sinkholes on Parcel 10 formed within the last 15 years according to the landowner. Graywacke considers the probability of further sinkholes over the operating life of the Project to be high over the shallow workings. Trackers on driven piles tolerate some ground movement, but a sinkhole under an array row, an inverter skid or a collection line would damage it, and could expose workers to an open void. The substation, the BESS yard and the inverters must not be built over the undermined area. Graywacke Geotechnical, LLC - Project G23-0219 Page 2 of 3

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Page 2 of Preliminary Geotechnical Engineering Report - Tamsin Ridge Solar and Storage Project

Other claims quoted on this page

  • C-39dffbad33

    Sallow Creek floodplain has soft alluvial soils to 5 ft and is outside the layout.

  • C-5c5e675182

    Graywacke considers the probability of further sinkholes over the operating life to be high over the shallow workings; the mine map is incomplete and true limit may reach further west.

  • C-f29a379025

    The substation, BESS yard and inverters must not be built over the undermined area.

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