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HomeMy WebLinkAboutSDP201600074 Calculations 2008-04-25 Blue Ridge Cohousing , A Water and Wastewater Calculations Located in: Albemarle County, Virginia - ---) 'I r '-',-• 1, / Project Number: 1770Q .0 c.) ,, ,o;ot W •fr Vit',.Ic'' ''''' ,',' t, -,,.. Date: April 25, 2008 ,-v-, l• GAY • 0 NEEL, INC. 111,1 1260 RADFORD STREET CHRISTIANSBURG,VIRGINIA 24073 (540) 381-6011 FAX (540) 381-2773 info@gayandneel.com www.gayandneel.com Blue Ridge Cohousing WATER SYSTEM CALCULATIONS Blue Ridge Cohousing Water Demand Calculations 1. Multi-Type Family Units QTY TYPE UNITS/TYPE TOTAL UNITS BED ROOMS/UNIT TOTAL TOTAL FLOW/ BEDROOMS TOTAL UNITS (GPM) 2 I 4 8 2 16 30 1 U 2 2 2 4 6 4 III 2 8 3 & J 20 24 2 IV 2 4 3 12 12 4 V 1 4 3 12 12 'TOTALS 26 64 84 2. New service connections to existing facilities. Type of existing facility Total Flow (GPM) Farm House 3 Pool Area 3 TOTALS 6 3. Required Fire Flow Total Fire Flow Required 2000 GPM TOTAL 2000 gpm Total Demand = 2,000 gpm + 84 gpm + 6 gpm TOTAL DEMAND 2,090 GPM Fire Flow Test Albemarle County Service Authority conducted a fire flow test on the existing 12" water line along Three Notch'd Road. The results of the test are as follows: Date: 23'Apr-08 Time: 10:00 AM Static Pressure: 113 psi Residual Pressure: 96 psi A, H 23 23U3 I 13 PM Post-Ir brand fax transmittal memo 7671 1#of patleg To .evivA. vt_v-- From ji"/ Albemarle County co co, Service Auth‘rity V"1\a;(..# 06, - SA-)gOiC(71-155*(Ving PRESSURE HYDRANT: 1/ 713 FLOW HYDRANT: ji/ L(o / 7 FIRE HYDRANT FLOW TEST REPORT DATE & TIME: I 1 7,,Zir /0)00 (1-14 WATER MAIN SIZE: 12- LOCATION: I /Q c TAX MAP: HYDRANT NO. I I --)(13 HYDRANT NO. / STATIC PRESSURE: 113 -21-1 I GALLONS PER MINUTE: 12 -- I 2-= a FezDT-4 RESIDUAL PRESSURE: 476 PITOT PRESSURE: 2- ADDITIONAL INFORMATION: I AVL 1-11)01.rci t..1 JS ' 112, i( I COMMENTS: .6 tdP /&K)/471_ /2_5( kr-3>kaj 19r' „yijyyvd +74,,i, did", bR us Low(,) C '-8.1(119d e't (47,4 40A41) SIGNATURE OF TESTER: EC A (A11 tests conducted using 22 discharge outlet, unless otherwise specified) r„ sqleb4 - FA -OF, i71.-z.o Fq\E--R two,.1 168 Spotnap Road • P,0 Box 2738 0 Charlottesville, VA 22902 Tel (8041 977-4511 • Fax (804) 979-0698 www_acsanet.corn Ali !'. L. '2uUrd , JI�! HC l� L y1➢t4a� d T �M ••'f w 11\147-----. ►1-•' rte,. „)-- .: . OR ri Y iJ .$ f ?i¢ f1,1, DIY' " ' ... ID tY 4017% b iti` �� { � t..a .� r ; Y1 pYMA - ,f TMh _ 7. !".„ �l ' tit k,5nr. T i" t a iu ki� �,. n A t x n trr k -5. 3' it:iiir. �.�� �'. • - y �t�"¢;il✓X� sf�+, ` O W ilro ,3 r y� 4 sou, f. i /��? J p v•�a, 'n�,t�hrxt •. ++jiff Ra ,CWm �.; i O 3' cp „ o cb c Ctr c p w ..,. ., . , .._ ci:) „, ... _, _ ,,, )>. S14 0) k • I 50m�a2L ;, �_� '. ,%) m p -°-•i--C1 t,, ,, him _v cpp� 3 0 mo j4 '' If. v, cP, c m Y' C5 fb 1. 4/0 274 . ,,,. . Rim i „,. iiirzn -,' .._,... ......„..... __.,. ci., , i iii., ., .. —guy mi .91 _ ..21_,, ysii-griktior n Imo i , /,. 441„, i. , i 41.1_, Ai, . ....____ ,I i jCD 01 lr1 , I AYCD CD moi••. '* '� ¢� —+44.44=1=4111111111ge c) 111k, .,,.. 1,"1"--.".:: _ # rcrl X:\Drawings\1770\dwg\Calcs\WaterCad\ACAD-1770-WCAD-R042508.dwg,Static,4/25/2008 1:55:39 PM,bmullens,\\server_03\Xerox Phaser 7300N,1:1 I ro III II = � z - ms ' s J. C C o' >1 P-19 �v ti� III y `r 7 n s: — - t o cn r Y N D 4`.a & fi 1 q * o m 0 1 ' 0 Q -47 1 K -o ,u N V) L )I cri o V / 0 0 CD L O = ( D L I— 03 0 11 I 4) r+ N Q •(1")1\-) rt C? ` P-47 COL O = p L A 0 I—. K — NNNN (J'1 A O us c (1- g g 0 A , lit i �h%i lg� *1y1vlel � � \\l�� I ia,Ay ����0\vwovbo���\ U�OvayU��A� mw A�yevv od v �tiv1/4V\vvvv��:1/4A vv���ov�o�o�hwv � �y N\ ��' vA��'s'�� = 0 >075ci xm � PI "' GAY AND HEEL, INC. f*i w >a m 5 -i I .fz.'m m o V CIVIL ENGINEERING p Blue Ridge Cohousing LANDSCAPE ARCHITECTURE n I N SURVEYING ° Water Schematic k, 1260 Radford Street Christiansburg, Virginia 24073 L+ _ 0 o Ph G ro 0 one: (540) 381-6011 Fox (540) 381-2773 R)0.i Albemarle County, Virginia EmaH. info©gayandneei.corn FlexTable: Junction Table (Current Time: 0.000 hours) (1770-ACAD- WCAD.wtg) Id Label Elevation Zone (ft) 56 J-21 663.2 <None> 57 J-22 647.3 <None> 61 J-24 648.0 <None> 63 J-25 647.8 <None> 67 J-27 643.4 <None> 69 J-28 646.2 <None> 71 J-29 646.0 <None> 73 J-30 643.6 <None> 79 J-32 643.9 <None> 91 J-38 641.0 <None> 93 J-39 638.6 <None> 95 J-40 644.4 <None> 97 J-41 644.9 <None> 102 J-43 642.7 <None> 112 J-46 644.0 <None> 133 J-48 655.0 <None> 135 J-49 645.0 <None> 137 J-50 630.0 <None> 139 J-51 630.0 <None> 141 J-52 660.9 <None> 143 J-53 660.0 <None> Demand Collection Demand Hydraulic Grade Pressure (gpm) (ft) (psi) <Collection: 1 item> 0.00 905.9 105.0 <Collection: 1 item> 0.00 905.8 111.8 1770-ACAD-WCAD.wtg Bentley Systems,Inc. Haestad Methods Bentley WaterCAD V8 XM Edition Solution Center [08.09.165.12] 4/24/2008 27 Siemon Company Drive Suite 200 W Page 1 of 2 Watertown,CT 06795 USA +1-203-755-1666 FlexTable: Junction Table (Current Time: 0.000 hours) (1770-ACAD- WCAD.wtg) Demand Collection Demand Hydraulic Grade Pressure (gpm) (ft) (psi) <Collection: 1 item> 0.00 905.8 111.5 <Collection: 1 item> 6.00 905.7 111.6 <Collection: 1 item> 0.00 905.5 113.4 <Collection: 1 item> 0.00 905.5 112.2 <Collection: 1 item> 0.00 905.5 112.3 <Collection: 1 item> 0.00 905.4 113.3 <Collection: 1 item> 6.00 905.4 113.1 <Collection: 1 item> 6.00 905.4 114.4 <Collection: 1 item> 24.00 905.4 115.5 <Collection: 1 item> 12.00 905.4 112.9 <Collection: 1 item> 0.00 905.4 112.7 <Collection: 1 item> 3.00 905.4 113.7 <Collection: 1 item> 33.00 905.4 113.1 <Collection: 0 items> 0.00 905.9 108.6 <Collection:0 items> 0.00 905.9 112.9 <Collection: 0 items> 0.00 906.0 119.4 <Collection: 1 item> 0.00 906.0 119.4 <Collection: 1 item> 0.00 905.9 106.0 <Collection:0 items> 0.00 905.9 106.4 1770-ACAD-WCAD.wtg Bentley Systems,Inc. Haestad Methods Bentley WaterCAD V8 XM Edition Solution Center [08.09.165.12] 4/24/2008 27 Siemon Company Drive Suite 200 W Page 2 of 2 Watertown,CT 06795 USA +1-203-755-1666 X:\Drawings\1770\dwg\Calcs\WaterCad\ACAD-1770-WCAD-R042508.dwg,Residual,4/25/2008 1:44:43 PM,bmullens,\\server_03\Xerox Phaser 7300N, 1:1 CFI 111 0 mill T Qi 0 0 v c - 0 o D P-19 .aT� e cr K — LJ D- -n `r !! A® 52 7 8 5. Z U) . . z 7 4T, N) w er o '''''--------`r `° N V ) 0Oi O = 1 ! 1 40 7) 1 ( K 7U o III ! ' I cn 0 U-) C-3 0 CD N) z ( NNQ O f I A W o /� Vl ih K 9 A W z CD Nrnrn CT) `V cji ^° P-47 _. — w L (II W Z N a_ L O O 0 CFI NNA.),..4 -0 O s CDS L B titC ,d o 1 R7 I ' \\i\� $\�. '®..%\.\' s\,\\ \.,0 .v` moo, \.'��,\\\ \\‘‘,..,,,.\ >yC\ . o.,\x \\.'`.\`�.`j�"W\\\\\\\ , ,,,s. .\\\.\ 'i \.\e.\\:.\`a\.\\:,.., �..� y\.\\\, \. �.,.K., ,,,L,,.\ 4b \p . ll ,4 \,, \I\,,,,,,,- l \•.. AF \ lld,�, >og n GAY AND NEEL, INC. m Z - "•'••rn m o 4 + CIVIL ENGINEERING P oQ Blue Ridge Cohousing LANDSCAPE ARCHITECTURE n SURVEYING 0 o n Water Schematic 1260 Radford Street NI w I' Christiansburg, Virginia 24073 GI b N cin co Phone: (540) .381-6011 Fax: (540) 381 2773 b Albemarle County, Virginia Email: intoGaaayandneeLcem FlexTable: Junction Table (Current Time: 0.000 hours) (1770-acad-wcad.wtg) Id Label Elevation Zone (ft) 56 J-21 663.2 <None> 57 J-22 647.3 <None> 61 J-24 648.0 <None> 63 J-25 647.8 <None> 67 J-27 643.4 <None> 69 J-28 646.2 <None> 71 J-29 646.0 <None> 73 J-30 643.6 <None> 79 J-32 643.9 <None> 91 J-38 641.0 <None> 93 J-39 638.6 <None> 95 J-40 644.4 <None> 97 J-41 644.9 <None> 102 J-43 642.7 <None> 112 J-46 644.0 <None> 133 J-48 655.0 <None> 135 J-49 645.0 <None> 137 J-50 630.0 <None> 139 J-51 630.0 <None> 141 J-52 660.9 <None> 143 J-53 660.0 <None> Demand Collection Demand Hydraulic Grade Pressure (9Pm) (ft) (psi) <Collection: 1 item> 0.00 861.9 86.0 <Collection: 1 item> 0.00 861.8 92.8 <Collection: 1 item> 0.00 861.8 92.5 1770-acad-wcad.wtg Bentley Systems,Inc. Haestad Methods Bentley WaterCAD V8 XM Edition Solution Center [08.09.165.12) 4/24/2008 27 Siemon Company Drive Suite 200 W Page 1 of 2 Watertown,CT 06795 USA +1-203-755-1666 FlexTable: Junction Table (Current Time: 0.000 hours) (1770-acad-wcad.wtg) Demand Collection Demand Hydraulic Grade Pressure (gpm) (ft) (psi) <Collection: 1 item> 6.00 861.8 92.6 <Collection: 1 item> 0.00 861.6 94.4 <Collection: 1 item> 0.00 861.5 93.1 <Collection: 1 item> 0.00 861.5 93.2 <Collection: 1 item> 0.00 861.4 94.3 <Collection: 1 item> 6.00 861.4 94.1 <Collection: 1 item> 6.00 861.4 95.4 <Collection: 1 item> 24.00 861.4 96.4 <Collection: 1 item> 12.00 861.4 93.9 <Collection: 1 item> 0.00 861.4 93.7 <Collection: 1 item> 3.00 861.4 94.6 <Collection: 1 item> 33.00 861.4 94.1 <Collection:0 items> 0.00 861.9 89.5 <Collection:0 items> 0.00 868.0 96.5 <Collection: 0 items> 0.00 870.7 104.1 <Collection: 1 item> 1,220,00 869.3 103.5 <Collection: 1 item> 1,220.00 861.4 86.8 <Collection: 0 items> 0.00 868.0 90.0 1770-acad-wcad.wtg Bentley Systems,Inc. Haestad Methods Bentley WaterCAD V8 XM Edition Solution Center [08.09.165.12] 4/24/2008 27 Siemon Company Drive Suite 200 W Page 2 of 2 Watertown,CT 06795 USA +1-203-755-1666 X:\Drawings\1770\dwg\Calcs\WaterCad\ACAD-1770-WCAD-R042508.dwg,Fire Flow,4/25/2008 1:50:29 PM,bmullens,\\server_03\Xerox Phaser 7300N,1:1 N) cri0 /. PI t — Q CD Z M I 1 0 11 oc� v0 17 — 0 D P-19, a T , Y z- 13 11 .,..1 n; If) !-` • i -�, r v (11 o ce N I --U [�Ti 1 ' 1 Ol X 00 o 0- O 1 — ( C A I � 1-11I ' 1 Iii la i o Cl) 0 0 0 — 0 Lo = ( N 0 0- , .a i^ m 0 I s w P-4, e CA CO O b L A / '"'� V l Ca_ tAl A Or A$t (0 :CT I �11» \nom» `\ `01A � A \ AAv\V\ \A V A`V`VvOAAAOAAVV�AAAAAAAA\VOAOAAAvvAvAAA.AAAAvAAAYv\y��'�SVVAA�OVAV\A\oA��O:oVVAA,a..aAVv�y�1d��V'voA'oA�''\,AAv�yvw`A.AAAAAvA, M : a H GI D s ® GAY AND N EEL, INC. rn Z -m z r ] ], CIVIL ENGINEERING C7 P c Blue Ridge Cohousing LANDSCAPE ARCHITECTURE n SURVEYING O - o ''4; Water Schematic 1260 Radford Street Christiansburg, Virginia 24073 O c„ 1, c., q \ '„m m Pone: (540) 381-601 1 Fax (540) 381-2773 o Albemarle County, Virginia Email: infoOgayandnee/.co n FlexTable: Junction Table (Current Time: 0.000 hours) (1770-acad-wcad.wtg) Id Label Elevation Zone (ft) 56 J-21 663.2 <None> 57 J-22 647.3 <None> 61 J-24 648.0 <None> 63 J-25 647.8 <None> 67 J-27 643.4 <None> 69 J-28 646.2 <None> 71 J-29 646.0 <None> 73 J-30 643.6 <None> 79 J-32 643.9 <None> 91 J-38 641.0 <None> 93 J-39 638.6 <None> 95 J-40 644.4 <None> 97 J-41 644.9 <None> 102 J-43 642.7 <None> 112 J-46 644.0 <None> 133 J-48 655.0 <None> 135 J-49 645.0 <None> 137 J-50 630.0 <None> 139 J-51 630.0 <None> 141 J-52 660.9 <None> 143 J-53 660.0 <None> Demand Collection Demand Hydraulic Grade Pressure (gpm) (ft) (psi) <Collection: 1 item> 0.00 855.7 83.3 <Collection: 1 item> 0.00 822.0 75.6 <Collection: 1 item> 0.00 818.5 73.8 1770-acad-wcad.wtg Bentley Systems,Inc. Haestad Methods Bentley WaterCAD V8 XM Edition Solution Center [08.09.165.12] 4/24/2008 27 Siemon Company Drive Suite 200 W Page 1 of 2 Watertown,CT 06795 USA +1-203-755-1666 FlexTable: Junction Table (Current Time: 0.000 hours) (1770-acad-wcad.wtg) Demand Collection Demand Hydraulic Grade Pressure (gpm) (ft) (Psi) <Collection: 1 item> 6.00 809.0 69.7 <Collection: 1 item> 0.00 729.5 37.2 <Collection: 1 item> 0.00 707.0 26.3 <Collection: 1 item> 2,000.00 699.7 23.3 <Collection: 1 item> 0.00 699.7 24.3 <Collection: 1 item> 6.00 699.7 24.1 <Collection: 1 item> 6.00 699.7 25.4 <Collection: 1 item> 24.00 699.7 26.4 <Collection: 1 item> 12.00 699.7 23.9 <Collection: 1 item> 0.00 699.7 23.7 <Collection: 1 item> 3.00 699.7 24.6 <Collection: 1 item> 33.00 699.7 24.1 <Collection:0 items> 0.00 860.4 88.9 <Collection:0 items> 0.00 874.9 99.5 <Collection: 0 items> 0.00 881.2 108.7 <Collection: 1 item> 0.00 881.2 108.7 <Collection: 1 item> 0.00 860.4 86.3 <Collection: 0 items> 0.00 874.9 93.0 1770-acad-wcad.wtg Bentley Systems,Inc. Haestad Methods Bentley WaterCAD V8 XM Edition Solution Center [08.09.165.12] 4/24/2008 27 Siemon Company Drive Suite 200 W Page 2 of 2 Watertown,CT 06795 USA +1-203-755-1666 • Blue Ridge Cohousing ri WASTEWATER CALCULATIONS ' - JN 1770.0 Average Daily Flow and Force Main Residence Time Calculations Average Daily Flow and Peak Flow Units 26 Total Bedrooms 64 Design Flow (gpdl bedroom) 150.00 Design Capacity (gpd) 9800.00 Design Capacity (gpm) 6.67 Peak Flow [20 + (0.5^(#units))] (gpm) 33.00 k UPeak Flow (2.5)(Design Flow) (gpm) 10.67 Select a pump to provide a 35 gpm flow against 64 feet TDH. Velocity Calculation (2-7 fps required) Pump Rate Diameter Velocity (gpm) Pipe (in) (ftJu) 352" SDR 21 Bell & Sigot 2.129 3.15 Average Pipe 1 Average Daily Flow Pipe Volume (cu Residence (gpd) Average Daily Flow (cu ft/day) ' Length (ft) ft) Time (hr) 0800.00 � 1283.34 2488.00 1 61.75 T� 115 -TDH Claculation C = 150 di (in) = 2.129 Prop. Max. Force Main Elev. 644.88 Proposed Pump Invert 827.50 Static Head = 17.16 Equivalent Length of No. Equivalent System Components Component Components Length (ft) (ft) 90 deg Elbows 3.8 4.0152 4Sdeg Bbows 1.8 10.0 � 18.0 Ball Valve 3.5 3.0 10.5 Check Valve 12.8 1.0 12.8 Wye 6.0 0.0 0.0 Sudden Enlargement 0.0 1.0 9.0 Straight Pipe 1350.0 1.0 2498.0 Total I 2563.5 Pipe Friction f Pressure Total 0 (ft«»ab*r/1UOfl Loss (ftH2U) Static Head Dynamic Velocity Q (gpm) pipe) = (ft) Head (ft) (fps) 0 0.000 0.00 17.16 17.16 0.00 5 0.049 1.28 17.16 18.42 0.45 10 0.177 4.54 17.16 21.70 0.90 15 0.375 9.61 17.16 26.77 1.35 20 0.839 16.37 1716 33.53 1.80 25 0.986 24.75 17.16 41.91 2.25 30 1.353 34J0 17.16 51.86 2.70 35 1.801 46.16 17.16 63.32 3.15 40 ' 2.300 59.11 17.16 76.27 3.00 45 2.868 73.52 17.16 00.88 4.06 ` 50 3.486 89.36 17.16 106.52 4.51 '' W SECTION:2.50.040 „47u\'‘ ,4L/TY PUMPS L5iNci- 5,79 FM i232 .7:,- /// il, -,7/ 7 ' / z ' -,z_y/4,2. ,:,..., , <1,,, , -,•„.I/,L.--/ z.0 0906 ,- '/ i ' 1 - / /E -- '',„' .. ® Product information presented ,, ,.. _. ., - , 7, , ,, ® Supersedes ") here reflects conditions at time ,.- .. 0, , ''('' '''''''' /711Alia 177. 0106 of publication.Consult factory regarding discrepancies or inconsistencies. MAIL TO: P.O. BOX 16347•Louisville,KY 40256-0347 visit our web site: SHIP TO: 3649 Cane Run Road •Louisville,KY 40211-1961 www.zoellercom (502)778-2731• 1(800)928-PUMP•FAX0(,5„0,,Z).47,71-,,R,„,,,,_, THE ,......„,..,........,,, PUMP SYSTEMS AND REVERSING CONTROLS A1 . 840 SERIES ..,-.‘;':,-re.,1;•.-7,,I4-,- 1 ;ertes i 1 411 -(' 840 GRINDER PUMP - ill- H. , -r — , ,r , , ' 0 ' — . 1 — -., , : . 411. '• ,. , s ‘ ........ ' •,...,'',. RIF POWDER . . FEATURES: ,,miE COATED , ..... TouGH' • Durable Heavy Duty Finned Cast Iron Construction. .. . , • 2 HP,60 Hz,3450 RPM. • Oil-Filled-Hermetically Sealed Motor with Class F Insulation. . ._ • Hardened Stainless Steel Cutter and Disc. . . , .., - . , - , . ) • Cutters Protected from Abrasive Solids. / , . - (:), Ut. . , , • Cutters can automatically alternate direction to enhance blade i 1 , life and free hang-ups.(automatic or manually) - % • - . Tested to UL Standard • Stainless Steel Screws,Bolts,and Lifting Bail. UL778 and Certified to ' . C • Easily adapts to many existing competitors'rail systems. SA Standard C22.2 ' • Tandem seals with leak detection. • Automatic Thermal Overload Protection(Single Phase) . • Thermal Sensor Protection(Standard on 3 Phase) .. • Legs provide for free standing installation. US • Preassembled Systems Available. . ':-- - .--- , , . ... . . • • Corrosion resistant powder coated epoxy finish. Note:All variable level float switches in this section are mechanically activated and do not contain mercury. I 4-. I i •. . _...... . " – , n i • ,. , , , — Submersible Wastewater Pum Association ) , 4 MEMBER Product may not be exactly as pictured ©Copyright 2006 Zoeller Co.All rights reserved. „I,Ntrazinwriimirs-foppwalimp....7migiwybui lkj:Iiillil7a421:Z11,.;:/:,3L ,. li:::'LL,,ZEkkr.:Q.L'Z':: :::':'\,:: :2 ' . NATAVENDIANWMFFA5040#705” 44,lhjZekiatlVi;'':',ARAPVPO4PYAVO`":IVVV'Ni4•:;;'":t SI'"):'''''' SIMPLEX DUPLEX PIN WGT. MODEL VOLTS PH AMP NEMA 4X NEMA 4X 0 840-0004 137 E840 230 lo 17.2 MODEL P/N WGT. PIN WGT. 0 840-0005 137 1840 200 10 20.0 E or 1840 0 10-0393 15 0 10-0397 21 0840-0006 132 F840 230 3 10.8 E or 1840 D100420* 17 D100512* 23 0 840-0007 132 J840 200 3 12.3 F or J 840 0 10-0394 18 0 10-0398 21 0 840-0008 132 6840 460 3 5.5 - _ - G840 010-0395 18 0 10-0399 21 0 840-0009 132 BA840 575 3 4.5 BA840 0 10-0396 18 0 10-0400 21 a Single phase units require a set of capacitors and relay starting components *With Audible and Visible High Water Alarm STANDARD FEATURES: (B) CONTROL PANEL • Reversible Cutter Action Manual/Auto** STANDARD FEATURES: OPTIONS: li/."NPT Vertical Discharge • Nema 4X Outdoor Rating 0 Audible High Water Alarm • Carbon/Ceramic Tandem Seals • Starting,Control,and Alarm Circuits 0 Flasher for High Water Alarm • Thermal Sensors**(O.L.on 1Ph) - Circuit Breaker and Rated Motor Contactor Light • Moisture Probes** (single phase) 0 Manual Reset of High Water • Balanced Bronze Impellers • Capacitors and Motor Starting Relay on Alarm • Stainless Steel Cutter and Plate(R-C 55-60) Single Phase 0 Intrinsically Safe Relays • Stainless Steel Shaft • Motor Protective Switch(circuit breaker/ad) 0 Manual Reversing Switch - Stainless Steel Lifting Bail overloads)and Rated Motor Contactor(three 0 Elapsed Time Meters • Corrosion resistant powder coated epoxy paint phase) 0 Dry Auxiliary Contact • 20 ft. Power Cord-20 ft.Sensor Cord • Alternating Circuit(Duplex) 0 For other options,consult • UL Listed • Automatic Reversing Circuit factory OPTIONS: • High Water Alarm Light 0 Extended Cord Lengths • Internal Seal Leak Light 0 Anti-Siphon Device • HOA Switches and Pilot Light(s) —Requires Circuit in Control Panel to Function • Terminal Strips Maximum Temperature • Thermal Cut-Out Circuit(three phase only) • Padlock Hasp for Sewage (C)* VARIABLE LEVEL FLOAT SWITCHES • Capacitors/Start Relay(single phase) 130°F (54°C) INDOOR SYSTEM • UL Listed 3 Switches and Weights without Brackets O P/N 10-0347 WGT.9.5 i 4 Switches and Weights without Brackets 1.0,14Wak,..ktVO#01404tiattb,,IK$TFOR GRINDER PUMP ONLY ,,,,,,,,,,;4,,,,,,x,,,„,,,K.,,2,;%,,,,,,,,,?„,,,,,, ,,,', -4: 0 P/N 10-0348 WGT. 13.0 AUTOMATIC MANUAL Single Phase Pump Requires Two OUTDOOR SYSTEM Capacitors and a Motor Starting MODEL P/N WGT. P/N WGT Relay Factory Mounted in a Nema 3 Switches with Weights and Brackets ELI P/N 10-0329 WGT. 10.0 E840 0 10-0352 8 0 10-0360 7 4X starter pack. 4 Switches with Weights and Brackets 1840 0 10-0352 8 0 10-0360 7 El P/N 10-0379 WGT. 7 O P/N 10-0330 WGT. 14.0 F840 0 10-0353 6 0 10-0361 5 Two Capacitors and Motor Starting Relay shipped loose to be mounted J840 010-0353 6 010-0361 5 in existing panel. ... .. err-7 co. Note:All variable level float G840 • 0 10-0354 12 0 10-0362 5 El PIN 10-0380 WGT._2 switches in this section are BA840 0 10-0355 12 0 10-0362 5 THE MODEL 840 GRINDER WILL I .7—SF 001 mechanically activated and BRACKET III FIT ON MYER'S RAIL do not contain mercury. P/N RWG125(1 Required)& VARIABLE LEVEL AN11, Zoeller's Adapter. FLOAT SWITCH III *These control boxes consist of the reversing mecha- RWGD125(2 required)by using nisms and capacitors(1Ph units)only.They will not SK1328 El P/N 10-0381 WGT. 3 control pumps.Refer to Section B for complete system controls.For duplex applications use two simplex re- Hydro-O-Matic's Hydr-O-Rail® (0) CHECK VALVES versing control boxes. For pump prefix identification see News&Views 00 2) bolts directly to Model 840 by using 11,4"Cast Iron NPT Female base adapter. O P/N 30-0163 WGT. 7.5 Specify when orderina. 1W Cast Iron NPT Female O P/N 30-0164 WGT. 7.5 2"Cast Iron NPT Female O P/N 30-0152 WGT. 10.0 (E) JUNCTION BOXES-TYPE 4X Mt rak ., : •-• FEMALE THREADS SIMPLEX BOTH ENDS ail i ..II 5 Holes with Seals for(1)Power Cord, . MINIM (1)Sensor Cord, (3)Float Switch Cords. Ii a I 0 P/N 10-0331 WGT. 2.5 3 Float System I I DUPLEX 8 Holes with Seals for(2)Power Cords, ' a Wi SK1330 (2)Sensor Cords,(3 or 4)Float Switch Cords. jiler 0 P/N 10-0332 WGT 2.5 3 Float System - p 1 0 P/N 10-0421 WGT.2.5 4 Float System (01 ia all , ‘,_,., I li '--I' :. SK1331 ©Copyright 2006 Zoeller Co.All rights reserved. (F) INDOOR BASIN,COVER,AND HARDWARE-PREPACKAGED STANDARD EQUIPMENT (I) BALL VALVE • Fiberglass Basin 1W IPS • Rust Resistant Steel Cover(s)(epoxy coated only) TO CONTROL PUMPS NOT 0 P/N 30-0165 WGT. 2.0 • Inspection Plate INCLUDED 11/2"IPS • Individual Pump Covers c •, , ... ... 0 P/N 30-0166 WGT. 2.0 • 3"Adaptaflex Vent Seal .tir- -4: It 2" IPS • 11/4"Adaptaflex Discharge Pipe Seal(s) • D P/N 30-0167 WGT. 2.5 • Cord Seal(s) •- (----, 1,, ,- [ i • 1-4"Fiberglass Hub with rubber grommet • Pump Support Hardware , • 11/4"Check Valve(s) 1 „ I I I 'I I ,L-1 i 7 • Ball Valve(s) t--1.' 1 ' 1 SIMPLEX li,L: An_ 1 ... 1-7-/-1-------- --I 0 24"x 36" P/N 32-0005 WGT 107 -i--- t 1 I , IIIII . 1 i li36 I DUPLEX OVERRIDEALARMoN i IEN I D 30"x 36" P/N 32-0006 WGT. 1541 II , , , I 3-Float System 1 I q I Li' = _r Ti4li--0-q D 30"x 36" P/N 32-0007 WGT. 154 OFF 4-Float System _L l l , .., - [--- 30— — SK1326 SK1333 i (G) OUTDOOR BASIN, COVER,AND RAIL SYSTEM ASSEMBLIES-STANDARD EQUIPMENT (J) PULL RODS FOR SQUARE • Fiberglass Basin with Anti-flotation Ring GUIDE RAIL SYSTEMS ONLY • 11/4"Galvanized pump discharge piping to disconnect i4------------4-----------75: • 11/4"PVC Discharge Pipe from Disconnect (Field Installed Systems) • 11/4"Adaptaflex Discharge Pipe Seal - . 1 Ft."L" _ 1 • Stainless Steel Square Guide Rail El P/N 39-0069 WGT. 0.5 • 1'Pull Rod ,11- ° °[ 2%Ft."L" • 8'SS Lifting Cable for basin depths -411111-0171111*Ak , 0 P/N 39-0006 WGT. 1.0 to 84"(12'SS Lifting Cable for / eioteA.`, ......0 , — 3%Ft. "L' basin depths of 96") V • /fr ,rP4 4%Ft."L" ,1, - ' 1/4atWM.).1 - 0 P/N 39-0007 WGT. 1.5 ro -_, 111-01 • 1 "PVC Ball Valve(s) - / 1...A..r.. 30,•). In ' • f• ' 11 ll d, • 11/4"c.i.Check Valve(s) ...•• dli ,,,,..trj 0 P/N 39-0008 WGT. 1.5 i • 1-4"Rubber Inlet Pipe Seal ( ' A:N...:41° 5%Ft."L" a 1 1 (Field Installed) , 7 0 P/N 39-0009 WGT. 2.0 • Fiberglass Cover „,,' SIMPLEX El 24"x 48" P/N 33-0022 WG T. 206 4] II 0 24"x 60" P/N 33-0023 WGT 219 - illI — D 24"x 72" P/N 33-0024 WGT 233 Rila=61 - Th 11 D 24"x 84" P/N 33-0057 WGT. 264 D 24"x 96" P/N 33-0025 WGT 277 DUPLEX D 36"x 48" P/N 33-0034 WGT. 367 1 D 36"x 60" P/N 33-0035 WGT. 389 • /I - El 36"x 72" P/N 33-0036 WGT 472 f1„ ,s„,2,,, D 36"x 84" P/N 33-0059 WGT. 499 D 36"x 96" P/N 33-0037 WGT. 525 PUMP NOT INCLUDED OPTIONS: -All SS Fitted•Larger Diameter or Deeper Basins(Allow for Overhead Clearance) SKIM SK2283 (H) RAIL SYSTEMS-(FIELD INSTALLED) Square Guide Rail System for (K) SS LIFTING CABLE systems less than 96"deep) E-Z out Rail System for 13/4 ._,...--'`--,,,, BASIN DEPTH (Field Installed Systems) " ,-- pump discharges(Rail System -- I UPPER RAIL 0 48"P/N 39-0054 WGT. 90.5 8 Ft. discharge is 2"NPT male -1 .1; 11SUPPORT 0 60"P/N 39-0055 WGT. 94.5 D P/N 39-0031 WGT. 1.0 thread) 14001P GUIDE RAIL 0 72"P/N 39-0056 WGT 98.5 12 Ft. Galvanized Fitted _ 0•0". 0,,,, (NOT INCLUDED) 0 P/N 39-0032 WGT. 1.0 T. 0 P/N 39-0087 WG43 4 4% ' GUIDE PLATE Fits both round and basins 16 Ft. Stainless Steel Fitted 1 t ) square 0 P/N 39-0033 WGT. 1.0 Includes Square Guide Rail. 0 P/N 39-0088 WGT. 43 RAIL PLATE 20 Ft. h ELBOW Basins over 72"deep require one D P/N 39-0034 WGT. 1.0 Intermediate Stabilizer Bracket I additional angle arm bracket. 24 Ft. ip,Lii,' THREADED MALE 0 P/N 39-0035 WGT. 1.0 for every 12'of depth. I 0- CONNECTION 0 P/N 39-0070 WGT 11 Galvanized , • iii, 0 P/N 39-0089 WGT. 6.0 IIh-1° • —10=1. Stainless ...„------ Steel 0 P/N 39-0090 WGT. 6.0 )III .... DISCONNECT ELBOW ._......___ ,, .... 1,11)SK1859 IP SK1626 SK1335 ©Copyright 2006 Zoeller Co.All rights reserved. , , „,„ ...,„„„, ,_,..,,,,„,....„,,,,„,,,,,,,„,,,,,..,,,,,,,„,,5„,,,,,,,..„,„,,,,,„,,,,,,,,„,,,,,,,.,,,,,..,..,,,,,,,,,,,r,,,-,,,,,,T, -,.,,,,,.,:,,, ,,, ,.,,,..„..,,,,,,,,,,,,,",„,,,,,,„,,,..,:„..,..,„:„,,,,„.„,,,,:„,„,r,...,,,,,„.„7,„ ,„..:,;,,.,,,,,,,,,. ..,„,, „.,,'7 ‘',/,,, 5.,1)..9.,tt CR.,R8 T 47,.4547,:Rd MICA i Y 1/kqf 6,',.y./:,.",,,f.i ~_~ ^ sait ( | � -- ^~-------~�=~� REQ. / �EQ. 1 Grinder P/N (A) 2 Grinders | P/N (A) 1 Simplex Control Panel PIN (B) 1 Duplex Control Panel P/N (B) 1 Variable Level FL Sw.Assm. P/N (C) 1 Variable Level FL Sw.Assm, P/N (C) 1 Basin, Cover and Hardware P/N (F) 1 Basin, Cover and Hardware P/N (F) REQ. • 1 Grinder P/N (A) 2 Grinders ! P/N (A) 1 Simplex Control Panel P/N (B) 1 Duplex Control Panel P/N (B) 1 Variable Level FL Sw.Assm. P/N (C) 1 Variable Level Fl. Sw.Assm. P/N (C) 1 J-Box P/N (E) 1 J-Box iP/N (E) 1 Basin, Cover and Rail System P/N (G) 1 Basin, Cover and Rail System P/N (G) AAAAARAW11.340WkfiRtilitt+AAA-4,1iir':,,,:ir ,-,,,, -", Rz., ilrill. 1121/32 o -Ak EA" gtol .. ,,v., A AiA,. PI ee,A'13,4 t:.0 A''17,Et, , ,..',,,'1 ^vw �- 615/32 _ � ' . . | / ^vw R��. Clik4C4'. — — — ^�/ i to ,M. 24 7./32 ,-,.::,. I kak, . 1 Grinder P/N (A)1 Simplex Control Panel P/N (B) "=" fill 11 1 1 Variable LeveRLSw.Aaom. P/N (C) =n=" ) 1 Junction Box P/N (E) 1 Rail System P/N (H) � lF 1 AnO�Ann��ennedi�eBmnke� P/N (H) ^=, ~� m�� "/ � m — l� � 1 Pull Rod** P/N (J) ' � � . 1 S.S. Lifting Cable (K)p/N "mm, c' � � PUMP PERFORMANCE CURVE =�=�w�� MODEL 840 REQ. / 2 Grinders i P/N (A) �- 110 - - („,,,-,,,,-...,,,e-`4,..--..,' 1 Dup|*xCon�m| Pono! •-r- P/N (B) 100 ` t,T �`�-r--� ` 36 ' 1.1 Variable Level FL Sw.Assm. | P/N (C) �- w `' -��� � 1 Junction Box | P/N (E) m w •---4.... ^--�-~ �-~ 2 Rail Systems � P/N (H) - 2 Ang�Ann/Arm/Intermediate Bracket* | P/N (H) ° 2 PuURodo° | P/N (J) m � ° 2 S.S. Lifting Cables ! P/N (K) - is - w ° \ * Roou���rboa�oeo�uo�/�"�quumGuk�Ro�and n�/ n - � /2'8-ZOut Ra0.Allow for overhead clearances. --------- °°�xSqua�Gu�oRe0on� ^- 30 Access Doors Available on Field Mount Smtemo-ConoultFaotom 20 Special Basin Configurations-Consult Factory 4- JunchonBox A�unbno8 -Conou�Factory * Assembly | | » ' 1 / { . ' ) Manufacturers 0�.. GALLONS ^ m w 20 25 30 35 40 45 w LITERS XX At 0 � � 120 160 U=�/ , � �wm5 �x�E /1.51.71Yn���� 009960A