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SR0080691_SSNL
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SR0080691_SSNL
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Last modified
11/19/2024 3:59:57 PM
Creation date
11/19/2019 8:17:27 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SR0080691
PE
2602
FACILITY_NAME
MADZIER PROPERTY
STREET_NUMBER
11006
Direction
E
STREET_NAME
STATE ROUTE 120
City
MANTECA
Zip
95336
APN
22803026
ENTERED_DATE
6/3/2019 12:00:00 AM
SITE_LOCATION
11006 E HWY 120
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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Live Oak presaturated the percolation test hole approximately 24 hours prior to the <br />percolation testing. The 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 hole was found to <br />be intact and dry. <br />Percolation Test Procedure <br />Live Oak conducted the percolation test for the boring on May 17, 2019. Based on <br />initial percolation rates observed, a four-hour test was selected. Water level <br />measurements were taken every 30 minutes during this one-hour period. The last ten <br />minutes of the test were observed by Naseem Ahmed, Registered Environmental <br />Health Specialist at the 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 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 <br />was signed by Mr. Ahmed and indicates a percolation rate for the 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. For the Site to utilize a standard septic system, one <br />percolation test must demonstrate a satisfactory percolation rate within the proposed <br />septic system disposal field. Details and results of the percolation test are summarized <br />in the following table. <br />Table 2. Percolation Test Summary <br />Test No., Percolation Test Percolation Rate Test Duration Comments <br />Date Tested Depth (ft.) (minutes/inch) (see notes) <br />P1, <br />5/17/2019 <br />Shallow Test <br />3.03 5.2 4 hr. Satisfactory perc <br />rate' <br />Note: A satisfactory percolation rate for a "shallow" test is greater than 1 but less than or equal to 60 minutes per <br />inch. <br />1 Per San Joaquin County Environmental Health Department, a rate between 5.0 and 30 min/in requires an <br />eight-foot separation between the bottom of dispersal system and ground water, or mitigation by system <br />design or enhancement. <br />LOGE 1924 Page 6
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