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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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it i i - r - N I N V - - MI r r - M N - <br /> 53042.10 As Midd.tunIPtwton PaintlGedrh.Report (Id)7/95 <br /> Test Date:Jun 05,1995 Operator :Northwest Cone Exploration Ground Surf.Elev.:16.0 <br /> Location :Preston Point Project,Pon of Everett Water Table Depth:6.00 <br /> Qt(tsf) Fr. Ratio (%) PWP (tsf) N1(6O) (blows/ft) is <br /> 0 70 140 210 280 350 0 1 2 3 4 5 -1 1 3 4 6 8 0 10 20 30 40 50 1.0 1.5 2.0 2.5 3.0 3.5 <br /> 0 <br /> 5 I , 7 i , <br /> .. .. _ <br /> ,"' <br /> ..,L.. <br /> - L... <br /> ___ , <br /> . .. <br /> 9 - i�� >e <br /> .1.! <br /> i <br /> » <br /> 14 r --+d <br /> 18 <br /> c 23 <br /> g I Oil' <br /> 27 yi <br /> r <br /> 32 . <br /> 36 <br /> 41 . E <br /> C <br /> 451 t 4 /_ 1 <br /> Qt nocn lied for Pr Ratio-I004,/(Qt-Slpnav) After Jefferic and Davies(1993) After ldferies and Davies(1991) <br /> uttoquid end area effects Gaeuoa.130 pc! lc<1.25.Gravelly sands <br /> 1.25<Ic<1.90-Clean to silty sand <br /> 1.90 do<2.54-Silty sand to sandy s lit <br /> 2.54<Ic<2.82-Clayey silt to sib clay <br /> 2.82<le<3.22-Clays <br /> rCone Penetration Test-CPT-2 Figure A-8 <br /> �Irrl <br />
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