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200 W MARINE VIEW DR BAYWOOD Geotech Report 2025-08-11
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200 W MARINE VIEW DR BAYWOOD Geotech Report 2025-08-11
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Last modified
8/11/2025 11:40:28 AM
Creation date
8/11/2025 11:37:26 AM
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Address Document
Street Name
W MARINE VIEW DR
Street Number
200
Tenant Name
BAYWOOD
Address Document Type
Geotech Report
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1 TP-5 <br /> Unified Soil <br /> Classification <br /> Depth System <br /> (ft) Symbol Description (Approximate Elevation 105.6 Ft PD) <br /> x <br /> 0.0-3.7 -- Very dark brown, sandy organic soil and wood chips. <br /> 3.7-4.6 GP Green-gray GRAVEL and angular rock up to 8 inches. <br /> Pieces of geotextile fabric with the rock. Assume geotextile fabric at approximately <br /> 4.3 to 4.5 ft. <br /> I Test pit completed to 4.6 ft on 7/11/94. <br /> Groundwater seepage encountered at 3.7 ft. <br /> I <br /> TP-6 <br /> Unified Soil <br /> Classification <br /> Depth System <br /> (ft) Symbol Description (Approximate Elevation 104.2 Ft PD) <br /> 0.0-1.5 -- Very dark brown, sandy organic soil and wood chips. <br /> 1.5-3.0 GP Green-gray GRAVEL and angular crushed rock. <br /> Pieces of geotextile fabric with rock. Cannot see geotextile fabric location below <br /> water in the test pit. Assume depth of geotextile fabric is at approximately 2.3 to <br /> ' 2.5 ft. <br /> Test pit completed 10 3.0 ft on 7/11/94. <br /> Groundwater seepage encountered at 2.0 ft. <br /> 111 <br /> II <br /> II <br /> Note: Siratigraphic contada are based on field interpretations and are approximate. Refer to the text for an explanation of subsurface conditions. <br /> Refer to Soil Cfassirircation System figure for additional information on symbols and terminology. <br /> I <br /> Log of Test Pits Figure A-11 <br /> I <br />
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