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40 ENGINEERED SEPTIC SYSTEM FOR PAR. 1 & 3 <br /> 28251 E. HWY 26 <br /> LINDEN , CA. 95236 <br /> PA-0600067 <br /> CONSTRUCTION NOTES <br /> . . .. All work shall comply with <br /> ;i the Design Manual published <br /> $_ . <br /> 8:.... �� by US ENVIRONMENTAL . <br /> IPROTECTION AGENCY <br /> Office of Water Program <br /> t: Operations and the Onsite <br /> Wastewater Disposal Standards <br /> _ k , County, <br /> tEnv <br /> Environmental Health <br /> Dept. <br /> Avoid compaction of select fill <br /> and the ploughed layer. The <br /> � � _• �� topsoil is to assist in the growth <br /> LMani-fold must empty when `� " of the erosion reventin <br /> g grasses. <br /> pump shuts of. <br /> _. _. . . .. <br /> Select fill should be loam not <br /> � <br /> sand. <br /> PVC Gate Valve --- 3" line from Pum Tank <br /> ; High Pressurep A diversion valve should be <br /> installed for future use at the <br /> PLAN mound system. <br /> Stub for future use. <br /> Orenco System Inc.,manufactures <br /> and stocks complete systems <br /> for on site septic needs. <br /> 814 Airway Ave. Sutherlin, OR. <br /> WWW.orenco.com <br /> The design sown hereon is <br /> 100" ; for a 3 bedroom residence. <br /> 1 <br /> Add 1,000 SF per each <br /> additional bedroom. Check <br /> }---3 pump size w/pump supplier. <br /> 9 Topsoil[ap <br /> V10 . - <br /> �` K Select Fill <br /> r <br /> I'Ploughed Layer J <br /> PVC Splice Box with <br /> _ Card Grips <br /> Effluent Pumping System Fiberglass Gosketed Lid with Permana.tzt Soil/vat. depth <br /> Stoiniess Steel Bolts <br /> a <br /> Inspection Access— Slope Ground PVC Riser with Grornmet(s) <br /> Riser and Lid (at Away from Riser (bonded to tank adapter with <br /> or near ground _ recommended adhesive) CROSS SECTION <br /> surface), optional .., <br /> Conduit to -� <br /> Control Panel Discharge Assembly <br /> Tank Adapter Flexible Hose <br /> (cast or bolted) Conduit Seal "5 <br /> Effluent Discharge <br /> F Inlet Tee <br /> Tank Adapter (cost or bolted) <br /> -- Level Control Scale I" 10'Hor. <br /> Li uid Level y Float Assembly <br /> LO Fiow Inducer I„ =2' V. <br /> NCheck Valve (optional) <br /> Vault Inlet Ports <br /> DESIGNED BY: <br /> Ln <br /> a� <br /> 1000 al. Pum Tank OSI Effluent Pump See Soil Suitability Study Earnest F. Smith, P.E. <br /> I E g p 1!;� �Xj,rnD CU rl/Brj <br /> a Fitter Gartrid e !J for additional design (209) 471-6423 <br /> o g requirements. RCE 15372 <br /> Drain Port <br /> Mail: 5355 Solari Ranch Rd. <br /> C) o Stockton, CA. 95215 <br /> co') <br /> n Biotube® Pump Vault <br /> ^y <br />