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2211 GIBSON PL Geotech Report 2023-04-06
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2211 GIBSON PL Geotech Report 2023-04-06
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4/6/2023 9:40:36 AM
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4/6/2023 9:40:06 AM
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Address Document
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GIBSON PL
Street Number
2211
Address Document Type
Geotech Report
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r r <br /> August 18, 2014 <br /> Gibson Bluff <br /> L&A Job No. 14-056 <br /> Page 9 <br /> Esperance sand soil. The Esperance sand soil is of moderately high to high permeability. <br /> Therefore, disposal of stormwater onsite by infiltration is feasible. <br /> Site Preparation and General Grading <br /> Vegetation within construction limits should be cleared and grubbed. Existing structures <br /> to be demolished should also have their foundations removed. Topsoil and unsuitable <br /> weathered soil should be completely stripped within the building pads and in areas subject <br /> to traffic and structural load. The exposed soils should be compacted to a non-yielding <br /> state with a vibratory mechanical compactor and proof-rolled with a piece of heavy <br /> earthwork equipment. <br /> Temporary Drainage and Erosion Control <br /> The site is mantled by layers of topsoil and weathered soil with a high percentage of fines <br /> and these soils are moisture sensitive. These weak surficial soils can be easily disturbed <br /> and cause construction complications when saturated. A layer of clean, 2-to-4-inch <br /> quarry spalls should be placed over areas of frequent traffic, such as the entrance to the <br /> site, as required, to protect the subgrade soils from disturbance by construction traffic. <br /> Silt fences should be installed along the downhill sides of construction areas to minimize <br /> transport of sediments onto neighboring properties, the steep slopes, or the streets. The <br /> bottom of the filter cloth of silt fences should be anchored in a trench filled with onsite <br /> soil. <br /> LIU & ASSOCIATES, INC. <br />
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