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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-15 <br /> Unified Soil <br /> Classification <br /> Depth System <br /> (ft) Symbol Description (Approximate Elevation 101.8 Ft PD) <br /> 0.0-0.5 -- Very dark brown, sandy, organic soil with wood chips and gray angular rock to <br /> 6 inches. <br /> 0.5 -- Geotextile fabric. <br /> 0.5-2.7 GP Gray,coarse GRAVEL and angular rock to 6 inches with very dark brown sandy <br /> organic soil and wood chips. <br /> 2.7-4.8 SP Gray,clean, fine and medium SAND. <br /> Test pit completed to 4.8 ft on 7/11/94. <br /> No groundwater seepage encountered. <br /> TP-16 <br /> Unified Soil <br /> Classification <br /> Depth System <br /> (it) Symbol Description (Approximate Elevation 101.9 Ft PD) <br /> 0.0-1.7 -- Very dark brown, sandy,organic-rich soil with wood chips and gray angular rock to <br /> 8 inches. <br /> 1.7-3.1 SIP Gray,clean,fine to medium SAND. <br /> No geotextile fabric observed. <br /> Q Test pit completed to 3.1 ft on 7/11194. <br /> No groundwater seepage encountered. <br /> ti <br /> •a <br /> a <br /> 3 <br /> s <br /> a <br /> 'o <br /> gNote: Straligraphic contacts are based on field interpretations and are approximate. Refer to the text for an explanation of subsurface condlllons. <br /> Refer to Soli Classdreadon System figure for additional information on symbols and terminology. <br /> 0 <br /> ® Log of Test Pits Figure A-16 <br />
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