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200 W MARINE VIEW DR Geotech Report 2025-08-07
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200 W MARINE VIEW DR Geotech Report 2025-08-07
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Last modified
7/24/2025 2:03:47 PM
Creation date
7/24/2025 2:00:28 PM
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Address Document
Street Name
W MARINE VIEW DR
Street Number
200
Permit
PW2011-021
Address Document Type
Geotech Report
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TP-5 <br /> Unified Soil <br /> Classification <br /> Depth System <br /> (ft) Symbol Description (Approximate Elevation 105.6 Ft PD) <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 /> Test pit completed to 4.6 ft on 7/11/94. <br /> Groundwater seepage encountered at 3.7 ft. <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 to 3.0 ft on 7/11/94. <br /> Groundwater seepage encountered at 2.0 ft. <br /> .o <br /> a <br /> Note: 5lratlgrephic contacts are based on field interpretations and are approximate. Refer to the text for an explanation of subsurface conditions. <br /> Refer to Soli c/asslhcation System figure for additional information on symbols and terminology. <br /> 0 <br /> ® Log of Test Pits Figure A-11 <br />
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