Laserfiche WebLink
PVC Riser and Fiberglass Lid(11 <br /> Electrical Splice Box(Z) -----�- <br /> Electrical Conduit to Power Source ... PVC Discharge Assembly (6) <br /> Effluent Discharge <br /> Level Control tr <br /> .-Float Assembly(4) 2(ly <br /> -_..--- PVC Screened Vault i3} rf <br /> Scum Layer _ <br /> PVC Flow Inducer �lfJ <br /> Inlet Holes Around 0 <br /> Effluent Zone Perimeter of Vault �( <br /> Submersible High Head �d 1 , <br /> �. . <br /> - Effluent Pump fsl 2 IL <br /> a/ (Per S. J. County Sewage Standards) - <br /> Drain Port <br /> .f-f �'tYY�QyT at�y y <br /> O � , <br /> Typical Effluent Pumping System-OSI 2 <br /> 7 C9 <br /> V a ------ <br /> >r. D - , <br /> — o <br /> General note explanation: (I) A riser and lid attached to the top of the dosing tank 1 I61 <br /> is essential for access to theum in equipment. / <br /> p p g q pment. (2) An electrical splice box is recommended far instal- � � l j, <br /> / <br /> iadon inside the riser to allow splicing of wires from the control panel with the cords from the pump and <br /> float switches. (3) A pump vault is recommended for housing the pump in a dosing tank. Merely setting S pr <br /> the pump on a concrete block or in a bucket on the bottom of the pump chamber is a guarantee that <br /> sludge, fats,oils,grease,and floc will end up downstream in the system. (4) Liquid level float switches - - — — 2 .�- VENICE ISLAND LEVEE df 4. f On 11 r-5') <br /> are mounted in the tank to control and/or monitor the liquid level inside the tank. (5) An effluent pump is 2 �� <br /> rewired to move the effluent to a distribution point. (6) A discharge assembly connects a pump to the Typical Trench Detail, nts. _ -- - .� �� 'X_ .�� r r ` <br /> 3- �7-0a <br /> point of discharge from the tank. K <br /> (7) A control panel to govern the operation of the pump should be mounted within sight of the <br /> pump system. <br /> I' <br /> Probable seepage plane <br /> Varies 4.5' to 7' (per 2 pilot holes) <br /> TYPICAL CROSS SECTION <br /> Scale f 10' 14,\/. <br /> 0 � 11 <br /> 111 <br /> � Jenice <br /> r. <br /> re- o �� lik a J 1 Kmp <br /> V : CA <br /> - -- _ <br /> r /s i.5. 1 1/4" PVC Laterals x 50' <br /> Strome i�AUas <br /> ZONE �B, <br /> r• TrW ?r Trac! <br /> fw[c Yracr 8 <br /> ! )` Jn.res `41 a Lnwe,lFoil2l[S �' - , m„om„:.,Toov.-)} <br /> gar 5. gN . <br /> fJoms '\, • T 3' yam. <br /> Jllar:d <br /> �O ��. � p a•ti_ <br /> Mechanical Distribution Valve Asmb. D.Si <br /> MiJ�k I <br /> b ` s <br /> I ,I' II <br /> ! Vicinity Map,(Courtesy of AAA) <br /> t <br /> V'{{ kA i <br /> i w <br /> ' It ZONE `A' <br /> C va 4j <br /> \ dl 1 1/4" PVC Laterals x 50' <br /> Qave.=1250 g/d Qmax=2,000g/d See Specification sheet and puml, ❑rve. <br /> Biotube Filter per OSI Specs. 0 E <br /> I x <br /> --� -_ - - -1---� To Leach Field <br /> i <br /> fe_ VENICE ISLAND DUCK CLUB <br /> 2,000 gal.Primary Tank 1,000 gal. Pump Tank ON SITE SEPTIC ADDITION <br /> P1,A%-PRE:5.51 RL DISTRIBUTION SYSTEM <br /> E <br /> F EARNEST F. SMITH �- <br /> & ASSOCIATESCIVIL ENGINEERS3 <br /> — EARNEST F. iMITH, P.E. DATE <br /> - - -- - ---- ---- -- 5355 SCLARI RANCH RD.,STOCKTCN, CA 95215 PH.(209)931- 1375 RCE 15372 <br />