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SU0007634 SSNL
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SU0007634 SSNL
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Last modified
5/7/2020 11:33:09 AM
Creation date
9/6/2019 11:01:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007634
PE
2622
FACILITY_NAME
PA-0900051
STREET_NUMBER
17155
Direction
E
STREET_NAME
LONE TREE
STREET_TYPE
RD
City
ESCALON
APN
20320018
ENTERED_DATE
3/16/2009 12:00:00 AM
SITE_LOCATION
17155 E LONE TREE RD
RECEIVED_DATE
3/13/2009 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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\MIGRATIONS\L\LONE TREE\17155\PA-0900051\SU0007634\SS STDY.PDF
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EHD - Public
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Jhalli Property Page 6 of 9 <br /> Our Project Number: LGS090502 <br /> March 18, 2009 <br /> 5.3 Soil Lithology Observed <br /> Generally, the soil encountered in the boring is similar to the soils reported by the San Joaquin <br /> County Soil Survey for the area (USDA, 1992). The table below presents the soil log for the soil <br /> boring. <br /> Table 2. <br /> Soil Boring Log. <br /> Depth Interval (ft) Soil Type Unified Soil Classification <br /> 0-1.5 Brown clayey silt ML <br /> 1.5-2.5 Brown silty clay CL <br /> 2.5-3.2 Brown silty sand SM <br /> 5.4 Discussion of Soil Lithology <br /> A visual inspection of the soils from on-site drilling indicates potential for percolation because of <br /> the coarse-grained nature of the soils. A percolation test is the best method to determine the <br /> suitability of the soils for a septic disposal area. Please see the next section for percolation test <br /> results. Generally speaking, coarser-grained soils have much greater potential for percolation <br /> than fine-grained or cemented soils. <br /> 6.0 PERCOLATION TEST INFORMATION <br /> 6.1 Percolation Test Locations <br /> A site map indicating the locations of the percolation test holes is included asate ]I in the <br /> appendix of this report. <br /> 6,2 Number of Percolation Tests <br /> /One ( shallow percolation test was conducted on Parcel one of the property. / <br /> Boring Preparation and Presaturation <br /> The soil boring was advanced on the property with a hand auger on January 28, 2009. <br /> A 1.5-inch diameter PVC pipe with perforations on the bottom was used to measure the drop of <br /> water in the percolation test boring. Approximately two (2) inches of "pea gravel" was placed <br /> in the bottom of the open soil boring and then the PVC pipe was installed on top of the gravel. <br /> "Pea gravel"was then used to backfill in the annular space. <br /> Presaturation of the percolation test hole occurred approximately 24 hours prior to the day of <br /> testing. The depth of water used to pre-soak was 12 inches above the bottom of the boring. <br /> 902 Industrial Way•Lodi,CA 95240.209.367.3701 •Fax 209.369.4228 02008 Neil O.Anderson&Associates,Inc <br />
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