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SR0081859_SSNL
EnvironmentalHealth
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SR0081859_SSNL
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Last modified
11/19/2024 1:52:08 PM
Creation date
4/2/2020 2:20:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0081859
PE
2602
STREET_NUMBER
10331
Direction
N
STREET_NAME
STATE ROUTE 99
STREET_TYPE
RD
City
STOCKTON
Zip
95212
APN
12203008
ENTERED_DATE
3/9/2020 12:00:00 AM
SITE_LOCATION
10331 N HWY 99 FRONTAGE RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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02 March 2020 AdvancedGeo <br /> Project No. 20-5001 AnEmp/oyee-Owned Company <br /> Page 8 of 14 <br /> 6.4. PERCOLATION TEST CONFORMED TO SJC POLICY EHD 98-02 <br /> The work was performed in accordance with San Joaquin County Division 11 <br /> Section 9-1105.2 (d) General Requirements. <br /> On 07 February 2020, the percolation test hole was dry after sitting overnight. Percolation <br /> test procedure #2 was performed by adding water to approximately six inches above the <br /> sand and recording the amount of water remaining in the borehole after 30-minute <br /> intervals. The water level was measured from a fixed reference point at the surface of the <br /> boring using a Solinst water level meter. The final measurement was observed by the <br /> EHD inspector. Based on the field measurements collected, the percolation rate for the <br /> parcel was calculated; the Percolation Test Rate Field Sheet is provided in Appendix C. <br /> 6.5. COMPLETED PERCOLATION TEST FORM <br /> After completion of the successful test, the EHD inspector reviewed the field data and <br /> signed the required EHD Percolation Test Rate form. Field measurements recorded <br /> during the test are included on the Percolation Test Rate Field Sheet provided in <br /> Appendix C. <br /> 6.6. POTENTIAL PROBLEMS PREDICTED <br /> On site soils within the shallow percolation test hole demonstrated semi-adequate <br /> percolation rates. Although the percolation rate was slow, the rate was still within the <br /> range for a standard septic system for this location in the county as outlined in the EHD <br /> OWTS Standards (1 — 120 min/inch). <br /> 6.7. PERCOLATION TEST FINDINGS <br /> The shallow percolation test performed provided a satisfactory percolation test rate. The <br /> percolation rate of 83.33 minutes per inch was calculated from data collected during the <br /> percolation test; the smallest reading over the 4-hour period was used to calculate the <br /> percolation rate. The use of the existing and proposed septic systems should follow the <br /> San Joaquin County On-site Wastewater Treatment Standards. <br /> 7.0. CHEMICAL AND PHYSICAL PROPERTIES OF SOIL <br /> Soil chemical properties were supplied by regionally sourced material for the surrounding <br /> area. <br />
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