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SU0004969 SSNL
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SU0004969 SSNL
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Last modified
5/7/2020 11:31:21 AM
Creation date
9/5/2019 11:16:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0004969
PE
2622
FACILITY_NAME
PA-0500184
STREET_NUMBER
600
Direction
S
STREET_NAME
HEWITT
STREET_TYPE
RD
City
LINDEN
APN
18702003
ENTERED_DATE
4/6/2005 12:00:00 AM
SITE_LOCATION
600 S HEWITT RD
RECEIVED_DATE
4/5/2005 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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FilePath
\MIGRATIONS\H\HEWITT\600\PA-0500184\SU0004969\SS STDY.PDF
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EHD - Public
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L <br /> GEOTECHNICAL <br /> LNEIL O. ANDERSON ENVIRONMENTAL <br /> AND ASSOC IATES INSPECTIONS d TESTING <br /> L LABORATORY SERVICES <br /> POOL ENGINEERING <br /> POST TENSION DESIGN <br /> L January 5, 2005 <br /> NOA Project Number: E01 62A <br /> L <br /> Mrs. Ruth Collett <br /> C/O Dillon &Murphy Engineers <br /> L 1820 West Kettleman Lane, Suite E <br /> Lodi, California 95241 <br /> L. Subject: Percolation Test for Septic System Disposal Field <br /> APN 187-020-03, 9.8 Acre Parcel <br /> 600 South Hewitt Road,Linden,California <br /> Dear Mrs. Collett, <br /> r Per your request,our office has completed four shallow percolation tests and four deep percolation <br /> tests on the subject property which is located at 600 South Hewitt Road,Linden, California. The <br /> Assessor's Parcel Number is APN 187-020-03.The property is approximately 9.8 acres in size. On <br /> behalf of Mrs. Collett,Dillon and Murphy Engineers requested that our office conduct a deep and <br /> shallow percolation test on each parcel,in the designated septic system disposal areas indicated on <br /> the tentative parcel map. <br /> The locations of the percolation test holes were drilled in the requested locations indicated on the <br /> Dillon and Murphy tentative parcel map. Based on conceptual plans from Dillon and Murphy <br /> r. Engineers, these locations were determined to be the site of the proposed septic system leach fields. <br /> The drilling of four deep soil borings and four shallow borings was conducted on December 20, <br /> 2005 using a truck mounted deep rock auger rig. The soil log is shown in the following table. <br /> Soil Boring Lo <br /> Depth Interval (ft) Soil Type Unwed Soil Classification <br /> Q-3 Brown,slightly moist,sandy clay with some CL <br /> gravel <br /> 3-7 Brown,slightly moist,sandy clay CL <br /> 7-25 Brown,slightly moist,graveh,cla• CL <br /> Note: Conditions were comparable in the shallow borings <br /> LODI IN SACRAMENTO ■ MODESTO ■ RENO <br /> ENVIRONMENTAL DIVISION 902 Industrial Way,Lodi,California 95240 0 209.367.3701 ■ 209.369.4228 fax 0 www.noanderson.com <br />
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