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SR0084253_OWTS
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4200 – Liquid Waste Program
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SR0084253_OWTS
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Last modified
3/16/2022 8:15:52 AM
Creation date
3/16/2022 7:58:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
FileName_PostFix
OWTS
RECORD_ID
SR0084253
PE
4201
STREET_NUMBER
2482
Direction
E
STREET_NAME
CARPENTER
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
17914018
ENTERED_DATE
9/22/2021 12:00:00 AM
SITE_LOCATION
2482 E CARPENTER RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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SPECIFICATION <br />SEPTIC TANK <br />1. Septic tank shall comply with the San Joaquin County Onsite Wastewater Treatment System <br />Standards, dated January 2017. <br />2. Septic tank volume shall be at least 4,200 gallons. <br />3. Septic tank shall be constructed of pre -cast concrete with a compressive strength not less than <br />2,500 pounds per square inch. <br />4. Septic tank lid shall support at least 300 pounds per square foot at a maximum soil depth to top <br />of lid of 3 feet. <br />5. Septic tanks shall have a minimum of two (2) compartments. The inlet compartment of any <br />septic tank shall not be less than two-thirds (2/3) of the total capacity and length of the tank. <br />Access to each compartment shall be provided by a manhole twenty-two (22) inches in <br />minimum dimensions, one of which shall be located over the inlet and one over the outlet. <br />6. The recommended liquid depth of the septic tank shall be 4 Meet with a maximum depth of six <br />(6) feet. The length of the septic tank shall be at least two (2) times the width. The air space ab <br />ove the liquid depth shall be eight (8) inches. There shall be a clearance of two (2) inches betwe <br />en the cover and all partitions and baffles or a two (2) inch ventilation hole. <br />7. Septic tank shall be watertight. <br />8. Septic tank manufacturer shall be Jensen Precast or equal. <br />Submit the following materials: <br />1. Drawings showing the layout and size of the septic tank demonstrating compliance with these <br />specifications. <br />2. Structural calculations. <br />3. Concrete compressive strength. <br />
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