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SR0084148_SSNL
Environmental Health - Public
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SR0084148_SSNL
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Last modified
10/27/2021 11:47:15 AM
Creation date
10/27/2021 10:57:04 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0084148
PE
2602
FACILITY_NAME
4504 N VIRGIL ST
STREET_NUMBER
4504
Direction
N
STREET_NAME
VIRGIL
STREET_TYPE
ST
City
STOCKTON
Zip
95215
APN
08712209
ENTERED_DATE
8/26/2021 12:00:00 AM
SITE_LOCATION
4504 N VIRGIL ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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13 August 2021 Advanced <br />Project No. 21-6530 ''ploy "n'`' <br />Page 7 of 14 ' <br />6.2. CONSTRUCTION OF PERCOLATION TEST HOLE <br />On 12 August 2021, one boring was advanced for a shallow percolation test. The boring <br />was advanced using a four -inch diameter hand auger to a depth of 42 inches bsg. <br />Following borehole advancement, the sides of the boring were scraped, and loose <br />material was removed from the borehole. Once the borehole was cleared of loose <br />material, two inches of fine gravel was added to the bottom of the borehole and a two- <br />inch diameter polyvinyl chloride (PVC) casing with 0.020 -inch slots was installed in the <br />borehole to perform the test. Gravel was added to the annulus of the borehole, between <br />the borehole and the casing. The borehole was then filled with water to a depth of <br />12 inches above the gravel at the time of 0800. The test hole was then covered for <br />24 hours to allow for complete saturation of the borehole. <br />6.3. DESCRIPTION OF THE PERCOLATION TEST HOLE - POST SOAK <br />On 13 August 2021, the boring was found to be completely dry, intact and in good <br />condition. <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 13 August 2021, Percolation test procedure #2 was performed by adding water to <br />approximately six inches above the gravel and recording the amount of water remaining <br />in the borehole after 30 -minute intervals for a period of four hours. Additional water was <br />added to the boring after each 30 -minute interval as required. The water level was <br />measured from a fixed reference point at the top of the casing using a Solinst water level <br />meter. The final measurements were observed by the EHD inspector. Based on the field <br />measurements collected, the percolation rate for the parcel was calculated; the <br />Percolation Test Rate Field Sheet is provided in Appendix C. <br />6.5. COMPLETED PERCOLATION TEST FORM <br />After completion of the test, the EHD inspector reviewed the field data and signed the <br />required EHD Percolation Test Rate form. Field measurements recorded during the test <br />are included on the Percolation Test Rate Field Sheet provided in Appendix C. <br />
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