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SR0084833
Environmental Health - Public
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4200 – Liquid Waste Program
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SR0084833
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Last modified
2/24/2022 1:15:28 PM
Creation date
2/24/2022 1:00:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4200 – Liquid Waste Program
RECORD_ID
SR0084833
PE
4201
FACILITY_NAME
11793 N MICKE GROVE RD
STREET_NUMBER
11793
Direction
N
STREET_NAME
MICKE GROVE
STREET_TYPE
RD
City
LODI
Zip
95240
APN
05910002
ENTERED_DATE
2/4/2022 12:00:00 AM
SITE_LOCATION
11793 N MICKE GROVE RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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<br /> <br />SP 26 <br /> <br />groundwater, and which will endure permanently under the conditions of <br />the proposed use. <br /> <br />B. Leach Field Pipe: SDR 26 Perforated Poly Vinyl Chloride (PVC) material; inside <br />nominal diameter as indicated on the Drawings. Surrounded by ¾” drain rock 4” <br />on each side. <br /> <br />C. Pressure (Force Main) Pipe: Schedule 40 Poly Vinyl Chloride (PVC) material; <br />inside nominal diameter as indicated on the Drawings. <br /> <br />1. Fittings: ASTM D2466, PVC. <br />2. Joints: ASTM D2855, solvent weld. <br />3. Flexible connectors: 1.5‐inch and larger – General Rubber Corporation <br />Maxi‐Joint Style 1010 flanged single sphere connector with EPDM <br />elastomers. <br /> <br />2.2 SEPTIC TANKS <br />G. Septic Tanks: As indicated on the Drawings. (Refer to Sewer System Data Table <br />on Sheet C4.0.) Septic tanks: shall be a single‐wall fiberglass reinforced plastic <br />(FRP) Underwriters Laboratories‐labeled, IAPMO approved, H20 traffic rated, <br />underground storage tanks as shown on the drawings. The tank size, fittings and <br />accessories shall be as shown on the drawings. Interior appurtenances shall all <br />be provided and installed by the tank manufacturer (excluding pump, float <br />switch support and pump discharge piping). Effluent filters shall be provided by <br />the Contractor and installed in the factory by the tank manufacturer. No <br />connections to the tank shall be made in the field except for piping connections <br />to inlet and outlet piping and piping connections through risers. Risers shall be <br />provided by the tank manufacturer and installed in the field. <br />1. Access Opening: <br />a. All tanks shall require at least two access openings, see project <br />plans for access configuration. <br />b. All access openings shall be a minimum of 30”, complete with <br />riser, lid, and necessary hardware. See project plans for access <br />configurations. <br />2. Inlet Piping: <br />a. All tanks shall be equipped with factory‐installed, inlet and outlet <br />piping. See project plan details for discharge assemblies. <br />Discharge assemblies shall conform to the force main connecting <br />pipe.
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