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SR0082521
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4200/4300 - Liquid Waste/Water Well Permits
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SR0082521
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Last modified
12/28/2020 11:54:20 AM
Creation date
10/27/2020 3:11:42 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0082521
PE
4222
STREET_NUMBER
25901
Direction
N
STREET_NAME
FUHRMAN
STREET_TYPE
RD
City
ACAMPO
Zip
95220
APN
02103059
ENTERED_DATE
8/27/2020 12:00:00 AM
SITE_LOCATION
25901 N FUHRMAN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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LOGE 20-43: Ward-Crummey Percolation Test Page 2 <br /> September 5, 2020 <br /> Percolation Test Procedure <br /> Live Oak conducted the percolation test for the borings on September 1, 2020. Percolation <br /> test procedures conformed to San Joaquin County Environmental Health Department policy. <br /> Due to the soil types observed, a standard four-hour test was selected. Water level <br /> measurements were taken every 30 minutes during this four-hour period. Daria Afonskaia, <br /> Registered Environmental Health Specialist at the San Joaquin County Environmental Health <br /> Department, observed the percolation test. <br /> An electronic well sounder with a depth accuracy of 1/100th foot was utilized for the water level <br /> measurements. The water level was measured against a fixed reference point on the well <br /> casing. Measurements were recorded on the data sheet in decimal feet. When necessary after <br /> measuring the water level, the deep hole was refilled. Per San Joaquin County Environmental <br /> Health Department policy, the deep hole is allowed to be filled with water to a level of three feet <br /> above the most permeable soil stratum selected, (personal communication with Michael Kith, <br /> RENS, Program Coordinator, August 6, 2020). In this case, the stratum of coarse sand with silt <br /> and gravel from 8 to 16 feet bgs was selected. <br /> Percolation Test Results <br /> The completed percolation test form is attached to this letter. The form was signed by Ms. <br /> Afonskaia and indicates a percolation rate for the hole based on the least water drop observed. <br /> Per San Joaquin County Environmental Health Department's definition, a shallow percolation <br /> test hole has a depth between 36 and 42 inches; a satisfactory percolation rate for a shallow <br /> test is greater than 1 minute per inch (min/in) but less than or equal to 60 min/in drop. A deep <br /> percolation test hole has a depth between 42 inches and 25 feet; a satisfactory percolation rate <br /> for a deep test is greater than or equal to 1 minute per inch (min/in) but less than or equal to 30 <br /> min/in drop. For the Site to utilize a standard septic system, one percolation test (shallow or <br /> deep) must demonstrate a satisfactory percolation rate within the proposE�d septic system <br /> disposal field. <br /> Details and results of the percolation test are summarized in the following table. <br /> Table 1. Percolation Test Summary <br /> Test No., Percolation Test Percolation Rate Test Duration Comments <br /> Date Tested Depth (ft.) (minutes/inch) (see note) <br /> Pi-S No movement, <br /> 9/1/20 3.50 --- 4 hr. failed* <br /> Shallow Test <br /> P1-D Satisfactory perc. <br /> 9/1/20 24.92 2.5 4 hr. rate' <br /> Deep Test <br /> Note: A satisfactory percolation rate for a"shallow"test is greater than 1 min/in but less than or aqual to 60 minln. A <br /> satisfactory percolation rate for a"deep"test is greater than 1 but less than or equal to 30 minutes per inch. <br /> Only one percolation test hole(shallow or deep)is required to pass for the location to be considered acceptable for a <br /> standard septic system. <br /> 1 Per San Joaquin County Environmental Health Department,a rate between 1.0 and 5.0 min/in requires a 20-foot <br /> separation between the bottom of dispersal system and ground water,or mitigation by system design or enhancement. <br />
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