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n Valve EARNEST F. SMITH & ASSOCIATES s ?��� W• ��� S lam"''r � <br /> 0 <br /> Distributing Engineers a Planners * Surveyors cxcuu►TMer oar <br /> e <br /> Prepared by-. <br /> NOTES: <br /> Ball Valve DATE <br /> havdPa,✓1 EaraestF Smitl14P.E. <br /> I. WORK SHALL COMPLY WITH REQUIREMENTS OF inlet (0ejA 5e5355 Selan) Rea�cb _ r� = <br /> Rd <br /> SIDENTL4L SEWAGE SYSTEMBULLETINAND �-. Stt�cllptan,Ca 95215 t5 y� favi t �- F { <br /> _ <br /> (209)931-1375 <br /> '- ' <br /> SEWAGE STANDARDS AS PUBLISHED BY THE COUNTY , �_ _ `_ _ _ - -•- - <br /> OFSAN JOAQUIN,PUBLIC HEALTH SERVICES,EAWRONMENTAL FAX{ } J to <br /> Coupling _ iVON- <br /> i <br /> HEALTH DIVISION AND THESE PLANS, i � Union !� '• _ = ; <br /> a 5;. CI '' r3raof ad'4 i ., fi !h�e , <br /> PIT DEPTH AT'THIS SITE IS �O FEET. PIT DIAMENTER mo o- - r <br /> " D �- • <br /> 2. a _ <br /> - i �'AT THIS SITE IS "MIN. V Clear Pipe -14 <br /> t ' <br /> Y BECAUSE <br /> 3. LAYOUT OF LATERALS IN THE FIELD MAY VAR <br /> S ENCOUNTERED.NET LINEAR FEET OF LATERALS Figure 6- Mechanical distribution waive assembly C ,S ' _ i . = i = a ' <br /> OF OBSTACLE ,a -_ ; <br /> i 4 ° s <br /> MUST BE INSTALLED. v r - r r <br /> Qe- <br /> MODEL V4404A, OSi - --!__ <br /> t l <br /> EQUIPMENT AND VEHICULAR TRAFFIC SHALL NOT BE PERMITTED 3 _ <br /> HEAVY E UIP l _.._..T... 3 i f -i---• - ---, ._-___ i - 2 - <br /> 4. <br /> IN THE LEACH FIELD. - <br /> T � - <br /> 5. THE CONTRACTOR SHALL FURNISH A vylf <br /> 717 <br /> COPY OF USER.MANUAL (Dos and <br /> tams TO THE HOME OWNER. ti� �� <br /> i f <br /> Tank S s <br /> Don'ts For Septic y ) t� 4 <br /> , ' - -•-�----:----=--._�.-..�__..� � .7 3 _ [yam i <br /> 6. THE CONTROL PANEL TO GOVERN THE OPERATION OF THE PUMP <br /> - CLEAN OUT(typ.) <br /> SHOULD BE MOUNTED WITHIN SIGHT OF THE PUMP SYSTEM. anifold NP Sa ri cI = 4 - <br /> PORT LINE FROM THE PUMP TO THE DISTRIBUTION BOX SHOULD oo <br /> i T <br /> 7. THE TRANS � _ -'- <br /> BE LAID OUT IN A CONSISTENT GRADE TO AVOID UNWANTED AIR TRAPPING• .., -- - - " _ " - _ •x <br /> - <br /> -- <br /> x = <br /> 8. CLEANOUTS SHOULD BE PLACED AT THE END OF ALL LATERALS TO ALLOW <br /> CLEANING OF THE PIPE AND <br /> ALL ORIFICES. CAP ENDS APPROXIMATELY 6" -L)5eA $ - <br /> CLE C,I a <br /> BELOW GROUND SURFACE. Q� J_ <br /> End Cap (AA/ <br /> x = <br /> _ <br /> { <br /> 1]r'tltP,d � es® � �o C . C , <br /> -- - - j- _ <br /> r <br /> j <br /> boil 0 <br /> 3 <br /> Af- <br /> fix .. <br /> DESCRIPTION OF OSI MATERIALS(Or equal) Q V a� <br /> t ©vox Pum +a; <br /> 1. Riser, Lid, and Accessories "� -"T}`` l p k/G , Sc , 40 <br /> 2. Splice Box r{_14-� �.�,� Input Parameters Galulanlona <br /> - ,-? Orilice size IM Inches <br /> Tom Eucketrrnan Residence Minimum Flow Rate per Orifice 0.43 gpm <br /> 3. Level Control Float Asmb. � � � Rr3sidual Head at Las,prYice 5.0 leaf � <br /> Drainlield Pump Tank �, I �� ` CWnfice spacing z,00 lean Number of Orifices pet Zone rs f <br /> 4. Discharge Asmb. 4- 1 i?h f G rn e �o I Total Actual Flow Rata 32.5 gpm <br /> �� r4bution <br /> 5. Effluent Pump 240 I - t Dist r Number pt La,ieteis per glhell 20 <br /> { y�'� Lateral � ILB:oral Lsngih ?8.a teal Number of Lines pet Zane "� ' <br /> 6. Control Panel - -- l Laiteral Line Size 1.25 Inches ya flew piHerenlial 181 aril La61 Or;5c9 o.i3 <br /> W3D15.7 Ste s lateral Pape C:fassrichedule 40 Lilt to iwlanliald 610 feet <br /> .......- <br /> f]istribuiir*l Valve Model 4404 Residual Head a1 Lest Qn�ICe 5.D lest <br /> alor <br /> 2t0 In�r�aieed Distribution Box fhleryfOtd Length 30.0 teal geed Loss Throw 0iat rr txhrng Valve 13.2 eat <br /> -------------- MamifoldUneSize 1.25 inches <br /> -- Manifold P ps lassJSchodule 40 Head Loss in Mantbld 1.1 feet <br /> ]Lift IQ Manifold ti.D 19e1 Heed Loss in Transporl Pose 13.0 feel <br /> ........-_. AMAfFtWAWNtif Head Loss Through Discharge 5.3 last <br /> 180 END MANIFOLD DISTRIBUTION NETWORK Tr8neperi Lenglh 1110.0 feet Head less Through Flow dieter 0.0 tall <br /> P3D10-S Sta ......... <br /> 5L1fiMIN'WON Tranespon Lina Size 1.25 inches <br /> __.._.._ Add•on'Fnclion Losses 0 0 heel <br /> 814}3 Transport Pipe G:IasslSchedule 40 <br /> Dts"ge iAssembty Sire 125 inches gpm <br /> r: 154`-._...._ ..._. .__................. --..__... ......_,._... - Flow Meier None inches Total Flow .7 <br /> iH I�nlB 32 <br /> TDH 43 <br /> 'Add-on'tFnctlorn Losses 0.0 fest <br /> 7 7- `�� a P30D7-4 51a " <br /> ._ �_.._.._.-_. _ <br /> rr r <br /> 17 �r !f"e K q G -- ---- <br /> ,y 120 �l <br /> P f/+ P3005-3 Sia a ORR / RB'� <br /> U 14 r.�V • - ' 1 • 1 w� � I , [7 e0.6 BOFS$OW <br /> Ro. .c <br /> xoss �' <br /> �- � ON SITE SEPTIC SYSTEM <br /> . .._.. .. ...__ <br /> "o O ' 17 Pe ¢ P j. SEAL: _.. <br /> ff lf,x �l mrv: <br /> d -------------- ...._._._._._.. _.._.. - w 2200 W.FOREST'LAKE RD. <br /> : <br /> .� <br /> t <br /> r . <br /> � -............._......,.._.._.. .._......_.�...............,. ...__..._!�_-._ ..... _...." ...__...._..... -- E `0 ad ono _ <br /> nxr�a g `�.`� ` Ap s 'Rb.� „ >? JOB N0. L'JLr=L]�l1lJ��� �❑ �Ul"JLI� LJ Ll Ll �� 11 �� �lV � p <br /> TRENCH SECTION 6 \ � DATE <br /> 5355 SOLARI RANCH ROAD PHONE (209) 931-1375 <br /> n.t.S. - - - tt r acnArro us no SCALE HORIZ. <br /> �. STO TON, CALIFO iA 95215 <br /> 00 10 20 3D 40 erPi.-�11 SCALE VERT. T DATE: <br /> Met DISCharge,gpfm 4c_. DRAWN % R.C.E. N0. <br /> Pump Selection for a Pressurized System VICINITY MAP CHECI" : E. F. SMl H, DESIGN ENGINEER EXP. DATE: <br /> n.t.s. <br />