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SR0083907
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4200/4300 - Liquid Waste/Water Well Permits
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SR0083907
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Entry Properties
Last modified
10/6/2021 11:41:54 AM
Creation date
9/14/2021 2:47:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200/4300 - Liquid Waste/Water Well Permits
RECORD_ID
SR0083907
PE
4222
STREET_NUMBER
24184
Direction
S
STREET_NAME
CABE
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
25015028
ENTERED_DATE
6/28/2021 12:00:00 AM
SITE_LOCATION
24184 S CABE RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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LOGE 2138 : Rosas Percolation Testing Page 2 <br /> June 30 , 2021 <br /> A standard four- hour test was selected . Water level measurements were taken every 30 <br /> minutes during this four - hour period . Francisco Garcia Ruiz , Registered Environmental Health <br /> Specialist at the San Joaquin County Environmental Health Department , observed the final 30 <br /> minutes of the percolation test . <br /> An electronic well sounder with a depth accuracy of 1 / 100`h 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 hole was refilled with water to a level of approximately six inches <br /> above the bottom of the hole . <br /> Percolation Test Results <br /> The completed percolation test, form is attached to this letter. The form was signed by Mr . <br /> Garcia Ruiz and indicates a percolation rate for the hole based on the final water drop <br /> observed . <br /> Per San Joaquin County Environmental Health Department ' s definition , a shallow percolation <br /> test hole has a depth between 1 . 5 and 3 . 5 feet ; a satisfactory percolation rate for a shallow test <br /> is greater than 1 minute per inch (min/ in) but less than or equal to 60 min/in drop . For the Site <br /> to utilize standard septic systems , one percolation test hole must demonstrate a satisfactory <br /> percolation rate within approximately 100 feet of the proposed septic system disposal fields . <br /> Details and results of the percolation testing are summarized in the following table . <br /> Table 1 . Percolation Test Summary <br /> Test No . , Percolation Percolation Test Duration Comments <br /> Date Tested Test Rate (see note) <br /> Depth (ft .) (minutes/ inch) <br /> P1 - S , Satisfactory <br /> 6/29/21 2030 5 . 95 4 hr . perc . rate' <br /> Shallow Test <br /> Note : A satisfactory percolation rate for a " shallow" test is greater than 1 min/in but less than or equal to 60 minAn . <br /> 1 Per San Joaquin County Environmental Health Department , a rate between 5 . 0 and 30 . 0 min/in requires an eight-foot <br /> separation between the bottom of dispersal system and ground water, or mitigation by system design or enhancement . <br /> The soils on the Site have demonstrated a satisfactory percolation rate for the use of standard <br /> septic systems in accordance with the requirements of the San Joaquin County Environmental <br /> Health Department . The percolation test is considered representative of soils within an <br /> approximate 100400t radius of the test location . <br /> Because of the percolation rate between 5 . 0 and 30 . 0 min/in encountered in each test hole , the <br /> San Joaquin County Environmental Health Department will require an eight -foot separation <br /> from the bottom of the dispersal system to ground water. Ground water is anticipated to be <br /> encountered approximately 50 feet below ground surface at the Site , so no modification to <br /> standard systems should be required . <br />
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