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SU0009667 SSNL
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SU0009667 SSNL
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Last modified
5/7/2020 11:34:09 AM
Creation date
9/9/2019 10:47:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0009667
PE
2622
FACILITY_NAME
PA-1300070
STREET_NUMBER
2651
Direction
W
STREET_NAME
TURNER
STREET_TYPE
RD
City
LODI
Zip
95240-
APN
01305019
ENTERED_DATE
6/19/2013 12:00:00 AM
SITE_LOCATION
2651 W TURNER RD
RECEIVED_DATE
6/19/2013 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\T\TURNER\2651\PA-1300070\SU0009667\SS STDY.PDF
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EHD - Public
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Percolation Test <br /> A shallow percolation test was conducted on each proposed parcel of the Site. The soil <br /> borings discussed above were used for the percolation test holes (Plate 9). Percolation <br /> test procedures conformed to San Joaquin County Environmental Health Department <br /> policy. <br /> Preparation and Presaturation of Percolation Test Hole <br /> After the borings were advanced by hand auger and the soils logged, each soil boring <br /> was completed for the percolation test. Approximately one inch of pea gravel was <br /> placed in the bottom of each open soil boring, followed by a 1.5-inch diameter PVC pipe <br /> with perforations on the bottom. Pea gravel was then used to backfill a few inches of <br /> the annular space. 3) <br /> Live Oak presaturated the percolation test holes approximately 24 hours prior to the <br /> percolation tests. Each hole was filled with water to a height of 12 inches above the <br /> bottom of the boring for the presaturation. On the day of testing, the holes were found <br /> to be intact and dry. <br /> Percolation Test Procedure <br /> Live Oak conducted the percolation tests for the borings on January 28, 2014. Due to <br /> initial percolation rates observed, four-hour tests were selected. Water level <br /> measurements were taken every 30 minutes during this four-hour period. The last 30 <br /> minutes of each test were observed by Michael Escotto, Senior Registered <br /> Environmental Health Specialist at the San Joaquin County Environmental Health <br /> Department. <br /> An electronic well sounder with a depth accuracy of 1/100th foot was utilized for the <br /> water level measurements. The water level was measured against a fixed reference <br /> point on the well casing. Measurements were recorded on the data sheet in decimal <br /> feet. When necessary after measuring the water level, the hole was refilled with water <br /> to a level of six inches or more above the bottom of the hole. <br /> Percolation Test Results <br /> The completed percolation test form is included in Appendix 3 of this report. The form 6' <br /> was signed by Mr. Escotto and indicates the percolation rate for each hole based on the <br /> final water drop observed. <br /> Per San Joaquin County Environmental Health Department's definition, a shallow <br /> percolation test hole has a depth between 36 and 42 inches; a satisfactory percolation <br /> rate for a shallow test is less than or equal to 60 minutes per inch (min/in) drop. A deep <br /> percolation test hole has a depth greater than 3.5 up to 25 feet; a satisfactory <br /> �' LOGE 1401 Page 6 <br />
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