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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 <br /> I B-1 <br /> SAMPLE DATA SOIL PROFILE <br /> I :-. 2 . , <br /> I ci. i Tn. E 2 <br /> Drilling Method: 4-1/4" ID Hollow Stern Auger <br /> iC aiv 2.,-. , `LTi,- <br /> .. •o5) „8. ..f,E2, f0uit) <br /> Ground Elevation (II): 16.0 <br /> • E. E f <br /> , . <br /> rm c.r)co cn CO x Y CD 0 <br /> - 0 - - <br /> I <br /> eiw'm Dark brown WOOD waste with silty sand and <br /> . up to 6-inch size rock (medium dense, <br /> moist) Mill <br /> I <br /> - 0 , <br /> - 5 _ <br /> ... SP Gray, fine to medium SAND with sill and .. <br /> I 16 5.6 fine gravel (medium dense, moist) Ifilt) <br /> _ 1 7 b2 -SM <br /> _ IFCI <br /> -.- <br /> SM Gray, silty, fine to medium SAND with .2 - <br /> AID <br /> b2 2 16 4 Occasional sill lenses, and trace of fine <br /> gravel and shelf fragments (very loose, <br /> I - <br /> - 10 15 9 moist to well (till) <br /> _ <br /> ..: <br /> 3 b2 10 <br /> 34.5 -4214teggg.N.WOOD fragments <br /> ./".' . <br /> ... Mt. ..: <br /> I .. <br /> ... —. <br /> SM \erown•gray. Sill' with line sand (soft, wet) <br /> (Mil <br /> --/ . <br /> 4 1 b2 5 102 9 ot,,,,,,,,.-,...„v, \ -- <br /> - 226 8 .:711/"/ "%"" Gray, silty, fine to medium SAND with abundant <br /> - SP organic fragments (loose, well (tilt) <br /> ,- -SM <br /> / - <br /> _ <br /> ,- 15 WOOD Chips (Soft, well (fill) <br /> 111 <br /> Gray, fine to medium SAND with silt <br /> SP \)loose. well 7 , <br /> - <br /> I <br /> 5 i b2 12 215 Gray, fine to medium SAND with trace of <br /> silt, and occasional wood and organic <br /> - <br /> fragments (medium dense, well -- <br /> .., <br /> 1 <br /> _ <br /> - <br /> - <br /> - ... <br /> - _ <br /> I <br /> = <br /> 6 1 b2 46 18.8 Becomes dense and grades with coarse sand <br /> - and occasional gravel , <br /> - 25 - - -., <br /> I E-- <br /> 3- <br /> .....- Boring Completed 06/01/95 <br /> Total Depth : 25.0 fl. <br /> .., <br /> - <br /> ,.. <br /> 1r - <br /> I 1 <br /> .. 30 <br /> f <br /> I : <br /> 1 <br /> I <br /> I Notes: t Stratigraphic contacts are based on field interpretations and are approximate. Refer to the <br /> 9 text for an explanation of subsurface conditions <br /> ni 2. Refer to "Soil Classification System and Key" figure for explanation of graphics and symbols. <br /> 3 <br /> I <br /> 1, I Boring B-1 Figure A-2 <br /> I <br />
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