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N JOAQUIN <br />(71V&\ S COUNTY <br />,ciFos7+, ' <br />7141.7., <br />O..\ <br />\ <br />Greatness grows here. <br />Environmental Health Department <br />Linda Turkatte, REHS, Director <br />Kasey Foley, REHS, Assistant Director <br />PROGRAM COORDINATORS <br />Robert McClellon, REHS <br />Jeff Carruesco, REHS, RDI <br />Willy Ng, REHS <br />Muniappa Naidu, REHS <br />Michael Kith, REHS <br />Melissa Nissim, RDiS <br />October 29, 2019 <br />Alfred Martinez <br />408 Shotwell Street <br />San Francisco, CA 94110 <br />RE: Engineer designed septic system plan check (SR0081307) - 11111 E. Hwy 26, Stockton, CA <br />Shady Rest Mobile Home Park (APN: 089-190-03) <br />The San Joaquin County Environmental Health Department (EHD) has reviewed your engineer designed <br />septic system plan for above mentioned location. This plan was submitted to EHD on October 22, 2019. <br />The EHD cannot approve this plan check at this time. The followings are required for further review: <br />Provide a report of evaluation to the existing Onsite Wastewater Treatment System (OVVTS) <br />including, but not limit to, capacity of existing septic tanks and dispersal fields. Any commercial <br />OVVTS which has had more than one repair in the previous ten years period due to dispersal failed <br />failure shall be evaluated by a Qualified Professional, OVVTS standards 6.5. The last two repair <br />permits were finalized on 12/18/2013 and 7/23/2010. <br />Provide a complete scaled plot plan of the area showing wells, structures, sanitary sewerage lines, <br />water lines and total proposed land use. OVVTS Standards 7.1.1. <br />Provide the percolation rates of leach fields or seepage pits. The percolation rates of leach fields or <br />seepage pits shall be calculated and figures shown on the plans. An expansion area equal in size to <br />the original dispersal field shall be so designated on the plan to be utilized in the event of failure of <br />the original dispersal field, OVVTS Standard 7.1.5. A percolation test conducted in accordance with <br />the E.P.A. Design Manual. The fee will be based on the current schedule at the time of payment. <br />Provide correct rock size in the seepage pit. The seepage pit shall be filled with rock one (1) inch to <br />two and one-half (2.5) inches in diameter, to the top of the barrier trench, OTVVS Standards, 9.9.5. <br />Provide more details between septic tank, distribution box and the trench detail including, but limit <br />to, 4" PVC drain Line from distribution dox, 4" PVC waste line, the material between 4" PVC drain <br />line and 4" PVC waste line and soil cover. <br />Please submit the above information to EHD for review. <br />If you have any questions, please contact Steven Shih, Lead Senior REHS at 209-468-9850 or <br />sshih@sjgov.org. <br />Michael Kith, REHS <br />Program Coordinator <br />Cc: Lal Toor — 469 Coventry Place, Danville, CA 9450 <br />1868 E. Hazelton Avenue I Stockton, California 95205 I T 209 468-3420 I F 209 464-0138 I vvww.sjgov.org/ehd