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SU0002694 SSNL
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SU0002694 SSNL
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Entry Properties
Last modified
5/7/2020 11:29:25 AM
Creation date
9/4/2019 5:31:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002694
PE
2633
FACILITY_NAME
SA-99-19
STREET_NUMBER
27815
Direction
E
STREET_NAME
DODDS
STREET_TYPE
RD
City
ESCALON
ENTERED_DATE
10/31/2001 12:00:00 AM
SITE_LOCATION
27815 E DODDS RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\D\DODDS\27815\SA-99-19\SU0002694\NL STDY.PDF
Tags
EHD - Public
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=M <br /> Soil Boring Log <br /> Client:Western Design Well Number: TV-3 Page 2 of. 2 <br /> P ' ct Project Number* CA99DE-094 Contractor: Frontier Drilling <br /> MVelde <br /> Location: 27815 Dodds Road, APN 207-13-03 Drilling Method:6"Solid Stem Auger Elevation: 125P (map) <br /> Date Started: 05/11/99 Date Completed: 05/11/99 Angle: Vertical Bearing: <br /> Total Depth: Water Depth: Logged 8y: Reviewed By: <br /> j 31.0 FT NA RRG GTW <br /> 1 <br /> iI a <br /> i n ti y <br /> Q o (a m <br /> (D [ Z CLC <br /> m o •. U <br /> w L CL U Ea)U <br /> a E E ❑ o m <br /> o cn to 11. m U a 5 Geologic Description Remarks <br /> 30 » >oo CL <br /> 50 30.0.31.0' Clay,Sandy. Dark Yellowish Brown. At 30 Feet,Hydraulic <br /> 7Moderately Plastic. Stiff 8 Damp Conductivity= <br /> 1.2E-b <br /> At 30 Feet,Soil Texture: <br /> Sand=S$% <br /> Silt--19% <br /> 35 C12y=22% <br /> End at 31.0' <br /> 40 <br /> Softening at 13' <br /> 45 <br /> —50 <br /> 55 <br /> 60 <br /> Boling Graphics <br /> Sand ■ Sift ■ Clay ® Hardpan <br /> Sec V ) B <br />
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