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SR0080909 SSNL (2)
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SR0080909 SSNL (2)
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Entry Properties
Last modified
5/18/2020 8:55:12 AM
Creation date
11/19/2019 1:36:34 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0080909
PE
2602
STREET_NUMBER
23848
Direction
N
STREET_NAME
PEARL
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
00727002
ENTERED_DATE
7/18/2019 12:00:00 AM
SITE_LOCATION
23848 N PEARL RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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Percolation Test <br />Shallow and deep percolation testing was conducted in the proposed septic disposal <br />area of the Site. The soil borings discussed above were used for the percolation test <br />holes. Percolation test procedures conformed to San Joaquin County Environmental <br />Health Department policy. <br />Preparation and Presaturation of Percolation Test Holes <br />After the borings were advanced by hand auger and the soil logged, the test holes were <br />completed for the percolation testing. Approximately two inches of pea gravel were <br />placed in the bottom of each open soil boring, followed by a 2.0-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. <br />Live Oak presaturated the percolation test holes approximately 24 hours prior to the <br />percolation testing. 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 test for the borings on July 5, 2019. Based on the <br />soil type observed, a four-hour test was selected. Water level measurements were <br />taken every 30 minutes during the four-hour period. The last 30 minutes of the test <br />were observed by Sukhreet Kaur, Registered Environmental Health Specialist at the <br />San Joaquin County Environmental Health 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 holes were 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 <br />was signed by Ms. Kaur and indicates a 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 greater than or equal to 1 minute per inch (min/in) but less than <br />or equal to 60 min/in drop. A deep percolation test hole has a depth between 42 inches <br />and 25 feet; a satisfactory percolation rate for a deep test is greater than or equal to 1 <br />LOGE 1850 Page 7
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