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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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I TP-9 <br /> I Unified Soil <br /> Classification <br /> Depth System <br /> I (ft) Symbol Description (Approximate Elevation 102.7 Ft PD) <br /> 0.0-2.3 -- Very dark brown,organic soil with sand, and wood chips with gray angular rock to <br /> 6 inches. <br /> 2.3-3.4 -- Red-brown,organic soil with fibrous wood chips with gray angular rock to 6 inches. <br /> 3.4-4.4 SP Gray,clean, fine and medium SAND. <br /> INo geotextile fabric observed. <br /> Test pit completed to 4.4 ft on 7/11/94. <br /> No groundwater seepage encountered. <br /> I <br /> I TP-10 <br /> I <br /> Unified Soil <br /> I Classification <br /> Depth System <br /> (ft) Symbol Description (Approximate Elevation 104.5 Ft PD) <br /> I 0.0-2.0 -- Very dark brown, wood chips and organic soil with sand with gray angular rock to <br /> 6 inches. <br /> 2.0-5.9 - Red-brown,fibrous wood chips with organic sandy soil with gray angular rock up to <br /> I <br /> 6 inches. <br /> 5.9-6.6 SP Gray,clean, fine and medium SAND. <br /> I No geotextile fabric observed. <br /> Test pit completed to 6.6 ft on 7/11/94. <br /> No groundwater seepage encountered. <br /> if <br /> i i <br /> it <br /> 8 <br /> 2 <br /> 1 Nole: Stratigraphic contacts are based on field interpretations and are approximate. Refer to the text for an explanation of subsurface conditions. <br /> Refer to Soil Classification System figure for additional information on symbols and terminology. <br /> I 0 <br /> rfl Log of Test Pits Figure A-13 <br /> I <br />
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