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SU0007443 SSNL
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SU0007443 SSNL
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Last modified
5/7/2020 11:33:04 AM
Creation date
9/8/2019 12:39:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0007443
PE
2622
FACILITY_NAME
PA-0800323
STREET_NUMBER
10020
Direction
W
STREET_NAME
PELTIER
STREET_TYPE
RD
City
THORNTON
APN
01106002
ENTERED_DATE
10/27/2008 12:00:00 AM
SITE_LOCATION
10020 W PELTIER RD
RECEIVED_DATE
10/27/2008 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\P\PELTIER\10020\PA-0800323\SU0007443\SS STDY.PDF
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EHD - Public
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October 23, 2009 Page 7 of 10 <br /> Our Project Number: LGS0090518 <br /> Test No., Percolation Percolation Test Comments <br /> Date Tested Test Rate Depth (feet) (min tes/inch) Duration (see notes) <br /> P-12 (shallow) 315 400 4-hr Satisfactory <br /> 08-12-09 . . percolation rate <br /> P-13 (shallow) 3.18 8.10 4-hr Satisfactory <br /> 08-12-09 percolation rate <br /> P-14 (shallow) 3.38 27.80 4-hr Satisfactory <br /> 08-12-09 percolation rate <br /> P-15 (shallow) 3.25 11.90 4-hr Satisfactory <br /> 08-12-09 percolation rate <br /> P-16 (shallow) 3.28 10.40 4-hr Satisfactory <br /> 08-12-09 percolation rate <br /> P-17 (shallow) 3.30 3.70 4-hr Satisfactory <br /> 08-10-09 percolation rate <br /> P-18 (shallow) 3.15 12.50 4-hr Satisfactory <br /> 08-10-09 percolation rate <br /> P-19 (shallow) 3.20 14.70 4-hr Satisfactory <br /> 08-10-09 percolation rate <br /> P-20 (shallow) 3.25 2.94 4-hr Satisfactory <br /> 08-10-09 percolation rate <br /> P-21 (shallow) 3.05 41.70 4-hr Satisfactory <br /> 08-10-09 percolation rate <br /> P-22 (shallow) 3.20 41.70 4-hr Satisfactory <br /> 08-10-09 percolation rate <br /> P-23 (shallow) 3.25 5.70 4-hr Satisfactory <br /> 08-10-09 percolation rate <br /> Note: A satisfactory percolation rate for a"shallow"test is less than or equal to 60 minutes per inch. <br /> A satisfactory percolation rate for a"deep"test is less than or equal to 30 minutes per inch. <br /> The soils within the sewage disposal areas of the site have demonstrated a satisfactory <br /> percolation rate in accordance with the requirements of the EHD. <br /> Septic system construction should follow the San Joaquin County On-Site Wastewater Disposal <br /> Standards where applicable. <br /> • Utilize standard filter bed system design with the following exceptions. <br /> • Minimum Septic Tank Sizes <br /> 2 bedroom — 1200 <br /> 3 bedroom — 1600 <br /> 4 bedroom — 2000 <br /> 902 Industrial Way•Lodi,CA 95240•209.367.3701 -Fax 209.369.4228 C2009NW O.Anderson&Associates.Inc <br />
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