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REV2 APPROVED ENG BLD2021-0985+SEWER PUMP CALCS & INFO+2.3.2023_3.31.14_PM+3351077C � ENGINEERING civil & structural engineering & planning ENGINEERING DIVISION APPROVED AS,,,, NOTED -Vay ri" r�n03/10/2023 on behalf of Mike De Lilla City Utility Engineer Sewer Pump Revision Sewer Pump Substitution Pump alarms are set to alternate, even in alarm mode. There will only be one pump on in all conditions. 250 4' Ave S Ste 200 Edmonds, WA 98020 Phone: (425)778-8500 Fax: (425) 778-5536 REVISION Feb 03 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT BLD2021-0985 Sewer Pump Calculations Keck Residence 15722 72nd Ave W Edmonds, WA 98026 02103123 CIS Project No.: 21125.20 Keck Residence - CG #21125.20 February 3,2023 Pump Calculations Page 1 This package contains: - Flow Rate Calculations - Headloss Calculations - Pump Elevation Specifications - Storage Calculations - Cycling Calculations - Buoyancy Calculations - Pump Literature/Specifications - 11x17 Water and Sewer Plan Sheet The calculations contained herein demonstrate that dual Zoeller Model 840 Grinder Pumps with a 2" discharge pipe would be sufficient in the subject project's application. The pump basin has been sized as a 36-inch diameter basin with a depth of 7'-0". For repair and maintenance, contact the following Zoeller Pumps authorized dealer: Pacific Plumbing Supply Co. 7115 West Marginal Way SW Seattle, WA 98106 206.762.5920 C 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ENGINEERING ph.425.778.8500 1 f.425.778.5536 www.cgengineering.com Flow Rate Calculations Flow rate based on peak water demands of fixtures for proposed house. * Water Supply Fixture Units from 2015 Uniform Plumbing Code, Table A403.1 (attached) From Chart A103.1(2) (attached), demand —PO 43 gpm .100 cfs Pump Calculations By BJL Date 2/3/2023 Flow Rate Calculations Chkd JPU Date ENGINEERING scale N.T.S. Sheet No. 250 4th Ave. South Job No. Suite 200 21125.20 Edmonds, WA 98020 Keck Residence Fixture # of Fixtures WSFU* Total Units Bath Tub 1 4.0 4 Clothes Washer 1 4.0 4 Dishwasher 1 1.5 1.5 Kitchen Sink 1 1.5 1.5 Laundry Sink 1 1.5 1.5 Washup Sink 6 2.0 12 Bar Sink 1.0 0 Mop Sink 1.5 0 Shower Head 3 2.0 6 Water Closet, 1.6 gpf 5 2.5 12.5 Total 43 TABLE d< 1(0.1 WATER SU€KY FI%Tljlib UNITS (WSFU) ANOBUNCUUM FA[TURE BRANCH PIPE 3=33 ARRIAMM&AI"R,ff9MVY#=ORFIXTURES' �4# W w FIX741+E ��ve I��ap PRWATP Pk � +d�rYS HadMUb Or C4nn*d iQn 5 Y, i nch 84101tub Fill I Vah+t ?: 10.0 10.0 - Didd 'A IA - - 00(ks WaNli-ir Ih 4_0 4A - Den W k; rki .vmrdor 'A - ]JD y k}i+h>k'a'trer.&MC!Sut 'h 1.5 1.5 - tkirkkit4roulftnIfLotwolefco*r 14 05 0.5 p,7S }Drat Bibb 'h 2.5 2.5 - Hose E ML tech add Kiarul7 'h 1 A 1A - Lxvakmy 'h 1.0 1_0 1.0 1.z;%-n lipmLlierr, 4Mq;hhgad} 1.0 1_0 Ntt)bi 6e I'k. rM4, coca (ramai %= M - 110 - - �Q11L 4 ChaKarFs�Icel 'h - - Fliokaj €Im]Iarmwr Vahve wih ur wihimn faueel I- Ki6chm &Xwaic A 1.5 1-5 - Li 'A 1_5 )_S - !k"iCSOr MopUaLirk 13 3.0 - ww r . "Kh Xq 9f au"M Ih 4 2 0 - $ti mw pw hesi 'h 2.0 ?.0 - 4lr69. r.OGPFFIMaK ierVahe ' M 4A $.O 4Jriaal, gotaoff Alan 1 JU GPF FIMaM r tkF Vatre '. 3A 5A (KID Urm4Okuhtw& IA 2.0 2.0 ].0 V1'sthrMvAMM.6radarspray M Wa-crClknM 1.6GPFFl:�hmxlrrTsr& a_5 ].S WAwCtizeL 1.6GPFFLutrw*m*FVOJVt 1Yat-crChnol,g btFdxanl-6GPFGrsrrilyT=k 'h 3.0 S_5 7.16 Vk'alarCer. Orin 1ACiPF Flu,hgrneoer %'altie I 7.0 #0 I" Rie Sl qEiu; I iah -' ereti Ndxi r Svc ofWhevddbnW*bFpr.arLWhmehdwdcold kwrbppcL A(fli&ifty, *paReaaotar_ ry IAMcs no arptN&d an OFu labia Mall b<preftw W w be s rrvd by rrfok*;r Io- frtirrtm brF* a A"br rPow ii r aid At- q&MUOfwF s The kale Aximwrtvdrxs rcpn-c iii or aad keden the eoW;%swb,.Id-r% iy.'Fkc o4iw*. Glvwk sad%wwamr rh- hres tuv* bo& cold wwl hra wakr rnar: Km -R hOl br FL,...! cd ta ex A be rakm as (hmr-qmlrn or rAr hdk d Ow vww of 0,,r i6ow, a The aFppiy keixh part ,rep For,odi++lwl fkEwci at r1x roan,l (�D )pir K .ot a For fiiiuror ar uWly mmwchom Irly Ia art4t ,c conrinuaur Sow domau h, dclQmhw iire re,}red Raw im pAona pw w > Ipm) ") and dd id ,MaklylaIfrtdermm4ieiim11.+aorwOwd+rnlSu..on,}t4mxpgE rMdKrhof. # AmcibblyIP&txUw(xvTaW422.1()_ s Kcd4:A AmMiz-urar kudrnV *be addilk" hwc brbkR a Io b. rrrd -iftic -.=g wul builbr.,g d<srard wA For pIPcsvug wk-rc gYrrclhmovic bme brbbuwppNdbyaxgncovfwaWd iitubv4pgs.T;hcrhmcbWxNWcwTi.hmetrbb"Iberrre+d-Mftbaarrof:SfixRWcvest,•. CHART 103.1{1) E STI MATE CU RVE S FOR DEMAND LOAD ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■■■■■■ ■■■■■■i: ■■■■■ Rp■ ■■■■■ sommmorldrAm i!J 10000.4,10 0 ,Y) 1001 1500 LI)O') 25Y7 FIXTURE UNITS FbrSl writs: t _�Ellbn Ix-rmmutr=0.06 Us 1O0 Z 6o 40 0 20 w a 0 CHART A 1011(2) ENLARGED SCALE DEMAND LOAD :3'YJO 20 40 6O aU 10-0 120 140 16O 120 200 0 240 FIXTURE UNITS Fcr SI units: t .8jA i per n7Lnute = 10.06 Us Headloss Calculations Total Headloss (HT) = Headloss due to friction (Hr) + Elevation Difference (Az) HT=Hf+Az Need to find velocity (v), Reynold's Number (Re), Relative Roughness (R), friction factor (f) and equivalent length of pipe (Lc). Assumed Pipe Diameter, D (in.) = 2.0 D (ft.) =1 0.17 Velocity, v = Q/A A = IIrZ = 0.023 ft 2 v = 4.35 ft/s Reynold's Number, Re = Dv/v v = Kinematic Viscosity of water (50° F) = 1.41E-OS ft2/s Re = 52423 Relative Roughness, R = E/D PVC = 5.00E-06 ft R = 3.00E-OS Friction factor, f = 0.037 (see attached Moody Diagram) Pump Calculations By BJL Date 2/3/2023 ENGINEERING Headloss Calculations cr,ka JPU Date 250 4th Ave. South scale N.T.S. Sheet No. Edmonds, WA 98020 1 Keck Residence Job No. 21125.20 Headloss Calculations (continued) Equivalent Length (Le) of flanged PVC fittings Fitting # of Fittings Le*(ft.) Total Le (ft.) 45' Elbow 1 1.7 1.7 Expansion Fitting 1 4.5 4.5 90' Elbow 2 3.1 6.2 Check Valve 1 19.0 19 Gate Valve 1 2.6 2.6 Total 34 * Le values from engineeringtoolbox.com Le,tittings = 34.0 ft Le,pipe exit = KLD/f KL = Loss Coefficient, D = Diameter (ft), f = friction factor KL = 1.0 Le,pipe exit = 4.6 ft (Le) = Le,fittings + Le,pipe exit (Le) = 39.0 ft Friction Headloss, Hf Hf = 13 ft HT = Hf + Az HT = 38 ft Hf= f L v2 L = 207.0 (length of pipe from 2Dg pump basin to main + Le) Elevation Change: 25 ft (Oz) Pump Calculations By BJL Date 2/3/2023 cbi d Date ENGINEERING Headloss Calculations JPU 250 4th Ave. South Seale N.T.S. Sheet No. Edmonds, WA 98020 Keck Residence lob No. 21 125.20 Pump Elevation Specifications Pump Elevations Rim 229.5 Fin. Grade 229.40 Inlet 226.00 Alarm On 225.5 Pump On 224.5 Pump Off 223.00 Base 222.50 Storage Calculations (1-2" below rim) (6" below inlet) (Y of effective storage between IE and Pump Off) (6" above base for dead storage) Effective storage occurs between the inlet IE and the "Pump Off" elevations. Diameter of Pump Basin = 3.0 ft Volume = IIr2h Volume = 21.2 ft3 Volume = 158.6 gallons of storage Cycling Calculations Pump Off = 223.00 Pump On = 224.5 Apump basin = 7.1 ft2 Discharge volume, VD = Von - Voff = 4.9 ft2 * (53.0 - 51.50) VD = 10.6 ft3 VD = 79.3 gallons discharged C Pump Calculations By BJL Da1e 2/3/2023 ENGINEERING Pump Elevations, Storage Chka JPU Date 250 4th Ave. South Calcs & Cycling Calcs scale N.T.S. Sheet No. Edmonds, WA 98020 1 Keck Residence I Job No. 21 125.2O Cycling Calculations (continued) Qin = 43 gpm Qnut = 44 gpm (pump output for 38 ft of head) Cycle Time, T = time for pump to clear basin and fill up again under peak flow rate. Q = Qout - Qin = 1 gpm Time to clear, Te = Vn/Q = 79 minutes Time to fill, Tr = VD/Qin = 1.8 minutes T = Te + Tr = 80.8 minutes per cycle Cycles per hour = 0.7 cycles per hour (during peak flow) Cycles per hour per pump = 0.4 cycles per hour per pump (during peak flow) *Pump has sufficient outflow to cycle the peak inflow, which Buoyancy Calculations is expected to only occur in short durations. FB = Vs * pw; V, = Volume of Sump; pw = Density of Water; FB = Buoyant Force Vs = Apump basin*Hpump basin Vs = 53.0 ft3 FB = 3308 lbs Hpump basin = 7.5 ft pw (pcf)= To prevent flotation, we need Fe = FB; Need to find volume of concrete required to resist flotation. Fc = pcVc - pwVc ----> Fc = Vc*(pc - pw) ----> Vc = Fc / (pc-pw) Fc = Concrete Force Fe = 3308 lbs pe = 145 pcf VC = 40.0 ft3 of concrete required to resist flotation Vc,20% Fos = 48.1 ft3 See attached sketch of Anti -flotation device for reference. VC = FTr2H + (2ft)*(Aouter - Ainner) H = 3.90 ft C � Pump Calculations ENGINEERING CVclinq and Bum 250 4th Ave. South Calculations Amonds, WA 98020 Keck Residence 62.41 Aouter (ft)= 12.57 Ainner (ft)= 1 7.07 By BJL Date Chkd JPU Date Scale N.T.S. Sheet No. Job No. 21125.20 2/3/2023 Trusted. Tested. Tough* 0, Product information presented f:1 here reflects conditions at time of publication. Consult factory regarding discrepancies or PUMP COMPA inconsistencies. MAIL TO: P.O. BOX 16347 • Louisville, KY 40256-0347 SHIP TO: 3649 Cane Run Road • Louisville, KY 40211-1961 TEL: (502� 778-2731 • 1 (800) 928-PUMP • FAX: (502) 774-3624 TECHNICAL DATA SHEET ' MODEL 840/841/842 DUAL SEAL GRINDER PUMPS Pump Systems And Controls SECTION: 2.25.070 FM2799 0622 Supersedes 0721 Visit our website: zoellerpumps.com PRODUCT SPECIFICATIONS Model 840 (Reversing Grinder Pump) CC 0 Q Horse Power 2 Voltage 200 - 575 Phase 1 or 3 Ph Hertz 60 Hz RPM 3450 Type Capacitor start I capacitor run or 3 Ph Insulation Class F Amps 4.5 - 20.0 CL dMax. Operation Nonautomatic Discharge Size 1-14' NPT vertical or horizontal Cord Length 20' (6 m) standard Cord Type SOW or SCOW, multi wire neoprene Max. Head 125' i38.1 ml Flow Rate 59 GPM (223 LPM1 Max. Operating Temp. 130 IF (541C) Cooling Oil filled Motor Protect'on Auto reset therms! ove-load 11 Ph), thermal ssnsar 0 Ph) Moisture Sensors „_jj Q CC N QImpeller Cap Cast iron Motor Housing Cast iron Adapter Cast iron Pump Housing Cast iron Upper Bearing Baal bearing Lower Bearing Ba'I bearing Mechanics' Seals Carbon/ceramic Type Non -clogging vortex Impeller Ductile iron Hardware Stainless steel 304 Motor Shah Stainless steel 416 Square Rings Neoprene Cutter Hardened stainless steel, Rockwell L55.60 c t,s 51 Teck4 � s,� aura �n4 Ce"kd to CSA sunaudC222M VA 11.21132 1296 my 4.11ts 6.15 1103 mmlI I164 1615 ml 4.1116[103mm I o tt1 '206 mmj 1.114' • 11-112 NAT- SK1323 44114' 1116 mm1 5�!' 1132 mml SK1322 20.5m 1524 mml 23.3A 1603 mml Models 841/B42 Vertical Discharge 11•11116 — 4,/ 1297 mml 4.11161103 mml �fi IR 1165 mm' i 4.11161103mm1 c 12a6 mml 1-Ur- ".1-112 NFT. 1 51127 mml SK2365 ,D Copyright 2022 Zoellern Co. All rights reserved. 502-778-2731 j 800-928-7867 j 3649 Cane Run Road I Louisville, KY 40211-1961 1 zoellerpumps.com TOTAL DYNAMIC HEAD FLOW PER MINUTE MODEL MG 841 842 Feet Meters Gal, Liters Gal, Liters Gal. L"lers 5 1.5 45 170 54 204 34 129 10 3.o 45 17o 54 204 34 129 20 6.1 45 170 54 204 34 129 30 9.1 44 167 54 204 34 129 40 12.2 42 159 54 204 34 129 50 15.2 36 136 52 197 34 129 60 1 B.3 30 114 49 185 34 129 70 21.3 23 87 43 163 32 121 80 24.4 16 61 36 136 29 110 90 27.4 10 38 28 106 25 95 100 305 3 11 19 72 20 76 110 335 - - 11 42 13 49 120 35.6 1 1- 4 1 15 1 4 15 Shut-off Head: t 104 It 131.7 m) 1 125 It (38.1 m) 1 125 ft (38.1 ml 016532 36 32 20 24 12 MODELHEAD CAPACITY CURVE I NONE■■■ I I WEEEENE "EEEE. ,.,,EEEE E„1,EEE E"'.EE mom 1'■.E ■E■1,.ki■ Lr1ER5 a 4; 6a 12a 16a 200 24e FLOW PER MINUTE ELECTRICAL DATA AND CONTROL PANEL SELECTION GUIDE A) Models Weight Volts / Phase Amps B) NEMA 4X Control Panels 840 REVERSING GRINDER SIMPLEX DUPLEX E844• 137 lbs (62.1 Kg) 23011 1712 10-042a 10-0512 1840• 137 lbs {62.1 Kg) 20011 20.0 10-0420 10-0512 F840 132 lbs (59.0 Kg) 230/3 10.8 10.0634 10-0443 J840 1321bs (59.8 Kg) 200/3 12.3 10.0634 10-0443 G840 132 lbs (59.8 Kg) 46013 5.5 10-0599 10.0511 BA840 132 lbs (59.8 Kg) 575 / 3 4.5 Consult Factory Consult Factory 841 SINGLE DIRECTION GRINDER SIMPLEX DUPLEX E841 • 137 lbs (62.1 Kg) 230 / 1 17.2 10-1650 10.1652 1841 • 137 lbs (62.1 Kg) 20011 20.0 10-1650 10.1652 F841 132 lbs (59.8 Kg) 23013 10.8 10-1097 10-1125 J841 132 lbs (59.8 Kg) 20013 12.3 10-1097 10.1125 GB41 132 lbs (59.8 Kg) 460 / 3 5.5 10.1094 10-1122 BA841 132 lbs (59.8 Kg) 57513 4.5 10-1146 10.1168 842 SINGLE DIRECTION GRINDER SIMPLEX DUPLEX E842• 137 lbs (62.1 Kg) 23011 17.2 10-1650 10-1652 1842• 137 Ibs (62.1 Kg) 200 / 1 20.0 10-1650 10-1652 F842 132 lbs (59,8 Kg) 230 / 3 10.8 10-1097 10-1125 J842 132 lbs (59.8 Kg) 20013 12.3 10-1097 10-1125 GB42 132 Ibs (59.8 Kg) 460 / 3 5.5 10-1094 10-1122 BA942 132 lbs (59.8 Kg) 57513 4.5 10-1146 10-1168 • Single phase units require a set of capacitors and relay starting components, included in panal 0) CONTROL PANEL STANOARO FEATURES: • NEMA 0 outdoor rating • Automatic reversing circuit (840 model only) • Audible and visual high water alarm • Starting, control, and alarm circuits • Thermal cut-out circuit (3 Ph only) • Circuit breaker and rated motor contactor I Ph) • Capacitors and motor starting relay on (1 PH) • Motor protective switch (circuit breaker / phase adjustable overloads) and rated motor contactor (3 Ph) • Alternating circuit (duplex) • High water alarm light • Internal seal leak light • HQA switches and pilot fight(s) • Terminal strips • Padlock hasp OPTIONS: ❑ Flasher for high water alarm light ❑ Manual reset of high water alarm i7 Intrinsically -safe relays ❑ Elapsed time meters O Dry auxiliary contact ❑ For other options, consult factory A CAUTION All Installallon of controls protection devices and wiring shoo d be done by a qualified licensed electrician. All electr cal and safety codes should be followed including the most recant National Electrical Code (NEC) and the Occupal'onal Safety and Health Act (OSHA), m Copyright 2022 Zoeller" Co. All rights reserved. 502-778-2731 1 800-928-7867 1 3649 Cane Run Road I Louisville, KY 40211-1961 1 zoellerpumps.com 840/841/842 Horizontal Discharge Dimensional Data 840 10-118" [257 mm] 4" [102 mm] 4-9116" (116mm] 100 9-118" [232 mm] l 0 I 23-114" [590 mm] 20-5I32" [512 mm] 6-118" [156 mm] 1-114"NPT 2-718" [73 mm] 7 SK3362 841/842 10.1R' [267 mm] 4' 6.112" mm] [165 mm] 4- 1102 mm] 8" [203 mm] 23-314' [E 20-5/8' [524 mm] 1-1/4" NPT 3.15132' [88 mm] I S K3354 ® Copyright 2022 Zoeller" Co. All rights reserved. 502-778-2731 1 800-928-7867 1 3649 Cane Run Road 1 Louisville, KY 40211-1961 1 xoellerpumps.com HORIZONTAL DISCHARGE ON A Z-RAIL SYSTEM 39-0137 & 39-013B Z-Rail DUPLEX PANEL (FIELD INSTALLED) SOL94 FIBERGLASS COVER VW 302 STAINLESS STEEI 1 irnur rnai r FLOAT TREE ASSEMBLY FLEX BOOT FITTING BALL VALVE DISCHARGE PIPING GUIDE RAPS CHECK VALVE Z-RAIL BASE ELBOW FIBERGLASS AFD F+ ^�- 36' MIN 1 PIPE SEAL (FIELD INSTALLED) PIPE SEAL (FIELD INSTALLED) ALARM1LkG � ON OFF SK3355 +D Copyright 2022 Zoeller° Co. All rights reserved. 502-778-2731 1 800-928-7867 1 3649 Cane Run Road I Louisville, KY 40211-1961 1 zoellerpumps.com Trusted. Tested. Tough. - Product intonation presented here reflects cmdAins at We of publication. Consult laclrey regardar dnaesaWdu or In d. �e zAqfAqf)T" r1 L TO: P.O. BOX 16347 • Louin*, KY 402564347 SNIP T0: 3649 Cane Run Read • LoubW10, KY 40211.1961 TEL: (502) 778.2731. I (ON) 92&PLW - FAX: (502) 774-3624 COMPARE THESE FEATURES • Float is constructed of durable PVClpolypropytene encasing variable level switch • Standard mechanical variable level control switches are rated for 1151230 V, 5 Amps • Low current mechanical variable level control switches are rated for 125 VACI30 VDC, 0.1 Amps • 1W7 Type SJOW CPI: cons standard • Cords are available in 15-25-35-50 foot lengths • Temperature rating of 140'F (60'C) • Approximately 1.5" liquid leval differential In switching action Variable Level Control Switch is normally open when hanging vertically above liquid level. Switch closes when it reaches a few degrees above the horizontal position. APPLICATIONS • Switch for simplex or duplex pump control and high level alarm on electrical altemating control panel systems for dewalering, effluent and sewage applications. • Switch for APak• (use low current models) • High level alarm switch ADJUSTABLE WEIGHT (PIN 10-0689) provides an accurate pivot point for suspended float switches. • Gripper teeth on clip and weight channel securely lock float cable into place. • Cable weight ran be adjusted without the use of tools. HOUSING: 11b 12oz, ae kg) z.e' x 3.3" (7.1 cm x 8.4 cm) Impact-resislanl 8 rmn corrodible. PVC housing for Ngtdds up to Wr F (Or CI CLIP: Injection -molded scetal plastic WIREICABLE ACCOMODATEO: SJOW, S.17W,1er2,1EV3, IEM3 142,1413 SHIP WMGHT: 2 lbs. (32 oz) FLOAT SWITCHES Mechanical Cord Length Mounting Method Standard PIN' Low Current PIN" 10-0743 10.2060 15 Clamp 10744 10.2061 20 1 Clamp 10-1877 10.2062 25 Clamp 10-1878 1(1-21363 35 Clamp 10.1879 10-2064 50 Damp 10.1880 10-2065 15 Adjustable Weight 10.1681 10-2066 1 25 1 Adjustable Weght 10-1882 10.2067 35 10.1883 M20M 9 SECTION: 2.50.090 FMO526 0916 Supersedes 0713 Wfslt our web site: zoellerpumps.com VARIABLE LEVEL CONTROL SWITCHES CLAMP TYPE ADJUSTABLE WEIGHT TYPE May not be exactly ens pktred Sea beck tot appllallon dravdnpe, FLOAT SWITCH TREES Mechanical Cord Mounting Standard Inldnsleally Length Method PIN' Safe PIN' 10.1456 10.1456 — Tree Omy 10-1886 10.2069 15 13) IF Floats 8 Tree 10.1887 10.2070 15 (4)15' Floats 8 Tree Adjustable Weigh! ' 0o not use with Intrlrnlcally safe control systems. Adjusfa>,le Weight " For use with Intrinsically safe control systems only, 0 Copyright 2016 Zoeller* Co. All rights reserved. Your Peace of Mind Is Our Top Priarity Product info =tloh pn anted here mracta Canditlans at lane of publication. Consult factory regrudhV dpsLrepanctes or lntonslstencles. (bZF 'tj PUMP COMPANY Zoeller Fan ly ul Wafer Solutions SECTION: 2. AID FM1936 0514 Supersedes 0603 MAIL T0: P.O. BOX 16347 • LouLMAe, KY 4025"347 visit our web site: SNIP TO: 3640 Cane Run Road • Louisvft KY 40211-1961 www.zoatter.com (502) 778.2731. 1(800) 928-PUMP • FAX (502) 774.3624 5ulnib4 Wlarkrl*r =00 Amdadlarl .�"�a• FLOAT SWITCH BRACKETS • (For Use with Weighted Floats) rim At Also see FMO526 for Float Tree Assemblies for floats that use clamp type hangers. PART NO: 10.0438 WEIGHT: 2 LBS. / N z] u2 DM. NOu"WG HOLES 6 W4 X15 OIA HOOKS (' �- HANG FLOAT SWITCHES. PGWER CORDS 3 OR LIFTING CABLES FROM (6) HOOKS ITYR • TYPE XW STA NLESS STEEL CONSTRUCTION. • WILL OR ACCESS FRALIEMOUNTING zepaO299 �m � yie t/HdA r!e • srwrneaastE� � 0 CCRO CAW . srNNLEs, enri a a PART NO: 10-0253 WEIGHT: 9 LBS. zePbo513 Bill CIA MOMM 1 /STRESS RELIEF BUSHOM It 71fi CONSTRUCTION. MAY BE BOLTED OE•M TO RAIL SYSTM UPPER GUIDE. PART NO: 10-0436 WEIGHT. I LB. J L� I 'r I r rlu ��l r ZINP... 0 Copyright 2014 Zoeller• Co. At rights reserves!. BASIN BUILDER PROJECT INFORMATION Project Name TITAN -CP Contact Info BASIC SYSTEM INFORMATION Build Prepack ed Type Duplex Discharge Exit Swe INTENDED PUMP DATA Pump Divislon Zoeller Pump Pump Family 820, 840, X840 Pump Discharge 1.25" Vertical BASIN SIZE PREFERENCES Diameter 36 " Height 60 " COVER PREFERENCES Surface Solid Material Fiberglass Vent Quantity None PLUMBING PREFERENCES Inlet Hub 4" Pipe Seal Discharge Piping 2" Discharge Depth 24" Pipe Material Stainless Steel Shutoff Valve Ball Valve DISCONNECT PREFERENCES Class Stainless Steel Rail Material Stainless Steel DESIGN AIDS Hub Invert Depth' Is,. Gallons / inch 4.41 Gal / In Working Volume 79.3 Gallons 1 Hub Is neld Installed. Depth Is used to compute working volumes. 2 Usattlevolume between Inlet Invert and minimum water level. ozatz"We Zoeller Family of Water Solutions Prepackaged Duplex Basin System, Pre -Plumbed, WI Rail Systems (Stainless Steel Pump Lifting Cables Included) Ball Valves & Check Valves Installed No Vent Holes In Cover 24 " to Cent Side Discharge Pricing Sign Below For Approval Na 2 " Plumbing S.S. 4" Pipe Seal Loose 1.25" Vartical Rail System S.S. Hardware ACCESSORIES Lifting Lugs ElectrIcal Coupling 1+ APProx. 440 tbs Weight: >— 36 " Die. Solid Cover - Fiberglass S.S. Rails 60 " Tali Fiberglass Basin F.G. AFD Dia. 42.5" No Loose x2 NOTES: DRA WING IS NOT TO SCALE PUMPS NOT INCLUDED - Pumps shown only for reference. Systems Include check valves and disconnects as selected. individual components may differ from those shown. Customer Is wholly responsible for verifying code compliance. Consult factoryfor basins larger than 72" dia. or 144" toll. This Builder Is volld far use until 613012022. V4.10 Trusted. Tested. Tough- Product information presented hero reflects condidoris at time of publication. Consult factory regardmQ dlscrependes or inwnsta cin. INCLUDED IN BASIN �1 SECTION: Z60.1110 a� a WOW 0414 Supersede PUMP COMPANY 4114 WIL 7O, PO. BOX 16347 - LoulsVlle, KY 40256-0347 SHIP TO: 3649 Cane Run Rand - Lovisv*, KY 40211.1961 TEU 1502) 779-2731 - 1 (800) 926-PUMP - FAIL (502) 774.3624 THE "FULL -FLOW" UNICHECKS 30-0163 1V CAST IRON NPT 30-0164 1%n CAST IRON NPT Mara] PMU oj*w t Yn*�daa 51r» wR,rw.e",rrr - Vertical or horizontal installation 30-0152 • Full -flow design, no restrictions 30-0160 • Stops backflow of water • Standard, t W. I W. 2% T female NPT pipe • Neoprene polyester reinforced Rapper, smooth edge design with cast Iron and noncorrosive metal backing plates A stainless steel fastener • Corrosion -resistant powder coaled epoxy finish • Rated al 50 PSI (115 feet of head) at 130T Stainless steel bolts 1 per carton Weight; 30.0163, 7.5 Ibs,; 30-0164, 7.5 Ibs., 30-0152. 10 lbs.; 304160,1B lbs. • Suitable for instalaton below basin cover 30-0021 2" PLASTIC SLIP X SLIP UNIONS 30-0151 2" CAST IRON SLIP X SLIP UNIONS Full 2' flow design - meets BOCA (R604,2) 2' full flow pump code • Checks badrAow of water and sewer gas • Simple toinstall(nolhreadingo(piperequireeM,Save time & material oasts • Neoprene gasket and flapper, weighted with heavy stainless sleet metal backing plates and rival • Can be installed on vertical or horizontal line • Slips over PVC, steel pipe or capper piping • Reduces molorandpumpnoisefromplumbingsyslem • 6 per carton • Flexible neoprene siipxslipunionindudesstainless steed damps for iowpressure syslems.Avoid more than 10 ft. static head above the check valve. 4.3 PSI at 130-F • Extra wide hinge to reduce hinge stress • Plaslk: check has PVC body and can be Installed with solvent welded couplings for pressure systems to 25 PSI, 571t. of head (PIN 30-0023) • Model 30-0151 has oorroskm-resistant powder coaled epoxy finish. • Plastic check individual rack pack Model 30-0022 Consul Factory or lacd represmWin for slate approv& 30-0181 1 V - V/V' SLIP X SUP UNION 30-0200 V* - V/2" SLIP X SLIP UNION W/ SS SCREW & CLAMPS Flapper bends over a radius, no sharp 90' edges — lengthens Iffe of flapper hinge PVC plastic check body, uhrasonically welded and can be solvent welded for rigid pressure rated piping systems to 25 PSI, 57I1 of head at 1301 (304182) • Slip x dip far 4,3 PSI, 10 it. of head at 130•F. Avold more than IOIL staltcheadabove the check valve. • Vertical or horizontal Installation • Avalable in individual packages for pegboard display (30-0181) • A8 stainless steel screws, ruts and damps on model 30-0200 only • Stainless steel damps with zinc screws on model 3MI81 only • Designed to reduce water hammer • 10 per carton Wsh our web site; roellerpumps.com 0 2" CAST IRON NPT 3" CAST IRON NPT maim owa.,wy s eww,e+arw,rrr saa+s+ c.a hm 0 Copyright 2014 Zoeller Co. All rights reserved. INCLUDED IN BASIN Z-RAIL' DISCONNECT SYSTEMS (1-1/41' - 311 NPT Discharge Pumps) FEATURES • Sewage, storm water and effluent pump systems • For concrete, steel, or fiberglass tanks • Allows for removal of pumps from ground level No confined space entry to service pump No pull rods or hold down rods • Disconnect fitting with positive machine fit and a -ring seal provides a reliable seal. • Seals up to 160 psi, supports a weight up to 300 lbs. • Guide rails direct the pump to and from the disconnect fitting. Systems are supplied complete with disconnect fitting, guide plate, rail guide, and upper rail support bracket. • All systems use 3/4' schedule 40 pipe rails (not Included). 2- Z-Rail" Disconnect System PIN 10-3500, 10.3051, Z 10-3829 mall? s 40l SPECIFICATIONS Roll System piPump a "alacll hatae rn Materiels of Construction* Weight Type 39-0134 1-1/4" V 2" V powder coated, ductile iron 41 Z-Hall" 39-0135 1-1/4, V 2" V Eowder coated, ductile iron wl SS upper roll support bracket 43 Z Rail° 39.0136 1-1/4" V 2" V powder coated, ductile iron wl braes for non -sparking 44 Z•Rail° 39.0143 1.114" V 2" V powder coated, ductile Iran w/ SS upper rail support/ brags for non- sparking Mail" 39-0137 1-1/4" H 1-114" V wder coated, ductile Iron 1610/816 only) 41 Z-Rsil° 39.0138 1-1/4' H 1-114• V powder coated, ductile Iron wl SS upper rail support bracket 18101815 onlyl 43 Z-Reilo 39.0131 1-1/2' V 2" V powder coated. ductile Iron 41 Mail" 39.0132 1-12' V 2' V wder coated, ductile iron wl SS upper rail suRport bracket 43 Z-Rail° 39.0133 1.1/2" V 2" V powder coated, ductile Iron w/ braes for non -sparking 44 Z-Rail° 3"142 1-12' V 2" V powder coated, ductile iron w/ SS upper rail support/ brass for non- sparking 43 Z-Hall' 3MI28 2" V 2" V powder coaled, ductile iron 42 Z-Rail* 39-0129 2" V 2" V powder coated, ductile iron w/ SS upper rail support bracket 43 Malls 39-0130 2" V 2" V powder coated, ductile iron w/ brass for non -sparking 45 Z-Raile 39.0141 2" V 2' V powder coated, ductile iron wl SS upper roil support/ brass for non- sparking 44 Z-Rail* 3M122 3- V 3" V powder coated, ductile Iron 47 Z-Rail° 39-0123 3" V 3' V powder tooted, ductile Iron w/ 5S u per rail support bracket 47 Z-Alit° 3MI24 3" V 3' V powder coated, ductile iron 1 brass for non -sparking 47 Z-Rail° 39.0125 3- V 3- V powder coated, ductile iron w/ SS upper rail support/ brass for non. Bparkln 47 Z-Rail• ACCESSORIES lnlennedles ra/1 brackets are required for each 1Y of basin de rh. 39-0139 Intermediate rail bracket 1-114". 1-12' and 2" discharge - SS 4 Z-Rail° 3"140 intermediate stabilizer, SS, for 3' system 4 Z-Roil° • • 103560 SS liking bail for 50. 90 & 150 saries 1 Z-Rail* '" 103561 SS Ming bail for 140 series 1 Z-Hail, •" 10.23111 SS lifting ball for 130.260 dr 270 series 1 2-Rails • • 10.3829 SS lifting bail for 803, 805 8t 807 series 1 Z-Rail' IG-0789 SS lifting bail for 160,180, 280, 290, 8101815 and SM8191820 series I5se above) 1 Z-Rail° " Disconnect fining, guide rail plate, rail guide and upper rail suppon bracket SS lifting bail for 100. 180, 280. 290.8101815 and 81"1M20 series •• Ufting trails ere required an these models to balance pump and rail plate evenly. Other models already include proper lifting device, ID Copyrlghl 201 a Zoeller" Co. All rights reserved. Notice to installing contractor: instructions must remain rnrith installation. Trusted. Tested. Tough'" V Product Information presented here reRects conditions at time or publication. Consult factory reperding discrepancies or Inconsistencles. seglater your Teelier Engineered product on our webaft hephYe9.rotdfareegprod.camf DELLEi'P. e ENGINEERED PRODUCTS SECTION: Z5,00,165 ZM281a 0617 Supemades 0815 MAILT13: P.O. BOX 16347 • Louisville, KY 402WO347 visit our web site: SHIP TO: 3649 Cane Run Road • Louisville, KY 407111961 ll1 Od.Corrl 1502) 778.2731 91 1000) 920-PUMP • FAX t502t 774-3624 2oeeren g� INSTALLATION PROCEDURES `` Z-Rail® Disconnect Systems 1-114"1 1.112", 2" and 31' NPT Vertical Discharge Pumps General Information: These instructions cover Zoeller's Z•Raile Disconnect Systems. These disconnects are designed for pumps with a threaded vertical discharge. We also offer rail systems designed for flanged discharge pumps, see ZM1170. General Construction: Major system components, disconnect fitting, guide rail plate and upper rail support bracket are made of powder coaled epoxy ductile iron. The optional Individual stabilizer bracket is stainless steel. Llfiing Cable: Stainless steel lifting cables are available. These cables are designed to attach to the lop of the pumps and allow the pumps to be safely hoisted up and down guide rails. For 6160, 6180, 6280, 6290 and 7010 seftes, use PIN IN789 stainless steel lifting ball to properly position lifting cable on top of pump. Rail Support Bracket: The system Is designed to be used with 314' schedule 40 galvanized or stainless steel rail pipe, which is provided by others. A top rail support is designed to be mounted to the hatch frame. Intermediate brackets are available for deep Installations. It is recommended that if the rail length is over 12 feet, an intermediate bracket be installed. INSTALLING RAIL SYSTEM PARTS Disconnect Fitting and Rails: 1. Lower the disconnect filling Into the basin. 2. Position the disconnect fitting by dropping a plumb line from the center of pipe supports, located on the upper rail support, to center of rail pins protruding from the fitting. Level its mounting flange in two directions 90' to each other. Mark the position of the filling, holding down bolls through the holes in the base. 3. Move the Titling aside to allow for installation of 112" mounting bolts (not included). Secure fitting in mounting bolts. 4. Cut the 3140 pipe guide rails (supplied by others) to the proper length and instal them between the upper rail support at the top of the basin and the pins on the fitting. The guide rails are to be 314" pipe schedule 40, galvanized or stainless steel. IMPORTANT; Discharge pipe and guide rails must be parallel if Intermediated guide bracket Is used. INSTALLING INTERMEDIATE GUIDE BRACKET (Required forbasin depths greater than 12'.) 1. Remove guide rails and cut a piece from each one. These pipes must be exactly the same length and of a length that will pennil Installing the intermediate guide bracket in the desired location. 2. Place the cut pieces of pipe over the guide rail pins located in the base. 3. Set the intermediated guide bracket in position with guides into pipe. Put u-boll around discharge pipe and tighten lightly. 4. Measure from joint on plug on intermediate guide bracket to Joint on plug on lop nail support and cut two (2) rails to the length. Put rails in place and tighten screws in top of support. 5. Recheck rails; they must be straight and plumb. Move Intermediate guide bracket if necessary to perfectly align rails. After alignment Is secured, lighten nuts on u-bolt. 6. If a second Intermediate guide bracket is used, the above procedure Is followed for installation. ATTACHING THREADED DISCONNECT TO PUMP I . Remove pump elbow from the guide tall plate. Three cap screws hold elbow to the guide rail plate. 2. Thread elbow Into pump volute. 3. Reassemble guide rail plate to pump elbow. Ensure o iing between guide rail plate and pumpelbowremains intacl.Tighlen 3capscrews. 4. Attach theliffing bail (PIN 10-0789) tothe pump, 11notlaclory Installed. 5. The guide rail can now be slid down the rail pipe for mounting the disconnect filling INSTALLING PUMP AND DISCONNECT IMPORTANT: When lifting pump up and down the guile rails, the pump should be slightly tipped forward toward the discharge and plumb (vertical) from side to side when facing the discharge. Position pump so the guide rails are located in the slots of the guide plate. Slowly lower the pump down the guide rails to the base. The angled surface of guide rail plate should come to seat In the Inclined surface 0n the arms. After lowering the pump down the guide rail, secure the upper end of the lifting cable to the lop rail support to keep It from falling Into the pit. 0 Copyrighl 2017 Zoeller' Co. A11 rights reserved. SPECIFICATIONS Rail System Pump Discharge Rail System Discharge Motorists of Construction• Wolght 3MI34 1-114' V 2' V Ductile Iron, powder coated epoxy 41 30.0135 1-114" V 2" V Ductile Iran, powder coated epoxy with S5 upper rail supports 43 3MI36 1-114" V 2" V Powder coated ductile Iron I brass for non-sparWng 44 3MI43 I 1.114" V 2" V Powder coated ductile Iron wl SS upper rall suep2q I brass for non-sporklnig 43 39-0131 1.112" V 2" V Ductile Iron. powder coated epD 41 39.0132 1.112' V 2" V Ductile Iron, powder coaled epoxy with SS upper rap supports 43 39-0133 1-112" V 2' V Powder coated ductile Iron 1 brass for nonjerklN 44 39.6142 1-112" V TV Powder coaled ductile Iron W SS upper rail support I brass for norrsparkln 43 39.0128 2" V 2" V Ductile Iran, powder coated epoxy 42 39-0129 2" V 21 V Ductile iron, powder coaled epoxy with SS upper ran supports 43 39-0130 2" V 2" V Powder coaled ductile Iron I brass for non-s orld 43 39 0141 2' V 2" V Powder coaled ductile Iron w155 upper rap support 1 brass for non rkl 44 39.0146 Z" V 2" V 71 Series Grinder - Powder coated ductile iron 43 30.0146 TV 2" V 71 Series Grinder - Powder coated ductile Iran wl SS upper rail Support 45 39.0147 TV 2' V 71 Sertes Grinder - Powder coated ductile Iron 1 brass for non -sparking 43 39.0149 2- V 2" V 71 Series Grinder - Powder coated ductile Iron wl SS rall support 1 tress for non-e aridn 44 39.0122 3" V 3" V Ductile iron, powder coated epoxy 47 39.0123 3" V 3" V Ductile iron, powder coaled epoxy with SS upper rail supports 47 39.0124 TV TV Powder coaled ductile Iron I brass for non-sparkE 47 39-0125 3" V 3" V Powder coaled ductile Iron wl SS upper rail support I brass for non-Rparkft 47 ACCESSORIES lntafnmble rail brackets are required f w each it of basin dspfh, temlediale Ral Bracket 1.114",1.112" and 2" discha - Stainless Steel 4 jMSS termadlale Rail Bracket 3'distils e - Stainless Steel 4 IlItIng ball for 6150, M0, 6250. 6290 & 7010 Series 1 Disconnect filling, guide rail plate, rail guide, upper rail support bracket •• Lifting bells are required on the following models to balance pump and tall plate evenly, other models Include proper lifting device. NOTE: dldde Red Ph" to a• (39-0122) Z-RaiP Is Not IA'eaded (see a4 INi cnwkW, for dab rnshOdw ITEM NO DE 1 GSCMNE T FITTING 2 INCLUDE PART NO 3456,7{SEE BELOW) 3 PUMP ELBOW L -40"PARK)NQ, 5 55 SCREWS 131 6 INTERNAL KENO 7 GUIDE PLATE O-RING SEAL -B INTERMEDIATE RAILSUPPORT•SS 0 LIPPER RAIL SUPPORT BRACKET DucTnE IRDN OR S 10 By NE S - 3ra RA1L PI OPTIONAL- REUUIREO FOR EAGR lir SECTION OF RNL PIPE DUCTILE IRON PART NO. N 51ZE 39.11134 152631 i lfa•Y 3"131 152630 1 V3-V 3" 126 1532M 2 V NON -SPARKING BRASS PART NO N . SIZE 3"136 ism" 1-1N'V 3"133 152a76 1-1Ir V 3"130 152675 2V 3"12+ 152753 31v ITEM 7 PARTNO SIZE t523e7 1 1 1r4 1.112 r 152360 1 r r •rw s 0 Copyright 2017 Zoeller" Co. All rights reserved LIFT STATION DIMENSIONAL DATA 1.114",1.112", 2" and 3" NPT Vertical Discharge Pumps Z-Rail®Disconnect Systems 24 INCH DIAMETER MINIMUM SIZE. 48 tNCH DIAMETER MINIMUM SIZE FOR 71 SERIES. 1 `C G B —r H' I F E L DOORFRAME REF. PLANE —D KANCHOR . A ` BOLT (4) ZOELLER RAIL SYSTEM SIMPLEX DIMENSIONAL CHART NOM. SIZE A B 1 C I Q I E I F I G I H I J K L 1.25 =2- DISCHARGE 4 7 3111 2.112 17.3/6 15-118 1 11.314 4 15.710 112 7-118 2' 71 SERIES GRINDER & r DISCHARGE 4 7 1 3.112 1 3-M 1 26 1 - 1 24 12 1 112 8 36INCH DIAMETER MINIMUM SIZE. A 48 INCH DIAMETER MINIMUM SIZE FOR 71 SERIES. �C M B G J H F -E DOOR FRAME REF. PLANE K ANCHOR BOLT (a) ZOELLER RAIL SYSTEM DUPLEX DIMENSIONAL CHART NOM. SIZE A B C D E F G H J K ! M 1.2F-r DISCHARGE 4 7 4-M2 2 20 15.1I8 27.114 1544 13.518 112 6.1111fi 7412 2' 71 SERIES GRINDER & 3' DISCHARGE 4 7 4 7-718 29 - 30 15 112 12-711fi 7 318 WIN 0 Copyright 2017 Zoeller• Co. All rights reserved. PUMP LIFTING CABLES INCLUDED IN BASIN 1/41' Lifting Cables for pump modals: 1-20 BHP Solids Handling Modals 71 & X71 Series Grinder Models n CABLE C W;TN ENT CAeLL PERMAMEW SEW111A CAUA CONNECTOR Mum WAN ReROW KI L A WO CAKZ CHOKER CABLE —� r1cLIl0e mm PMUOVAIM LI T04 CAME ApMnoA 1r REMOVABLE UPNOrete PIH pruription Materiel WL Lbs. 6639-0025 ChakerCeble Stainlonstael I 6479-W27 ChakerCable 611veniredsteet I W394M Permanent Cabe • 10' Slainleas Sled i 6639410Y9 I Permanent Cable- I0' flsWenizsd Steel 1 6lt]9OM ReatnvableCable-IG' Stainlesisleel 5 ilk7SW Removable Cable - Itr Oalven4ed 5leel 5 663tD032 Permanent Cable -15' Stdniess Steel 5 6Q79= PemunentCable-20' atalnlesisteel 7 509ml Permanent Come -25' StelolauSuel 8 60394 061 Permanent Cable • 311' Stainless Steel 9 6039.OM Removable Cable -15' Stainless Steil 7 511311-CM Ramov"Cable-20' slow$$$Steel 0 M39036 -0 RemovableCalde-W Stainless Sleal 9 We" removable lifting cable: 25-60 HP 64 HO and X64 HD pumps PIN peactiptieR Material I Wt. Lets. 60 11411 1 15' Cowl vrl rinC plates shackle Stainless Sled 5 60]9-0t05 20'cable vdzinc plates shaeua StairdeseSteal 5 6039-M 25' Cabk vvl zinc Oates shackle Slainlas steel 6 6MOD97 30' Cable W/ zinc plates shackle Stainless Steel 9 6039.0100 50' Cable Wl zinc pieta shackle Suidess Steel 16 `Used with a NO LildnO 810 1/811 Stainless Steel Lifting Cables' Part Number Length 39-0031 8' 39.0032 124 39.0033 161 39-0034 20' 39-0035 24' • Cable recommended for commercial duty pumps and 2HP Grinder Pumps. Rlgid Lifting Ball zarAmrr P010PSERif.S Plfl Material Wt.lbs. 61 H>> 8 %61 HD 39�1115 Staidata Steel 4 62 NO 8 X67 HD 39-0115 5tsir/ea Stall i 715%71 39�0T75 SeairtlefeSteel 1 61 H0 60i9-0W2 Suedau Stul 5 Xli1H0,l4-10HP 39�0175 SuhteuStee! a %61H0,56.60HP 39-0176 5leinhuSuel 5 m Copyright 2020 Zoeller ' Co All rights reserved A PORTION SE 1/4 OF THE SE 1, i ACCESS & UTUTY EASEMENT'- I\ GARAGE (AF. NO, 201603295002) \ \ / Rx =400, 43 \ 12"(CPE -\ =2\l Q FOUND EB AND o HOUSE RIUGE "LDC 487E SEWER PUMPSTATIO.5 �EL= 6' RIM: 229.5 ` 3 4 IE (4" S): 226.0 \ "\�4-, C4. IE (2" E): 226.5 -IRIBUION EASEMENT (IF NO 980608O663) NU 00 4, SECTION 2, TOWNSHIP 27 NORTH, RANGE 6 EAST, W.M. I I I N ]'4p'31'W - - - -- 360.]3 -- WATER AND SEWER PLAN 1 SCALE: 1"=20' WATER AND SEWER PLAN NOTES: 20 0 30 20 40 1. PLUMBING CONSULTANTTO VERIFY METER & SERVICE SIZE. SIZING TO BE CONFIRMED ONCE PLUMBING PERMIT IS ISSUED AND REVIEWED. 2. PLUMBING CONSULTANTTO VERIFY SIZE OF EXISTING SEWER STUB IS ADEQUATE FOR PROPOSED BUILDING. 3. A MINIMUM OF T SEPARATION IS REQUIRED BETWEEN THE DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC) AND SEWER, WATER, AND STORM. 4. A MINIMUM OF 5' OF HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATER AND STORM LINES. PUMP STATION CONTROL PANEL W/ ALARM AND LIGHT IE (" FORCE MAIN): 226.50 IE (2ELECTRICAL CONDUIT): 228.0 EXISTING GRADE ELECTRICAL CONDUIT 260 - - - - - - - PROPOSED GRADE - - - - - - - - - - - 260 255 .Z 255 250 250 245 -_ 245 240 240 23s 235 230 l6 230 zzs o . 225 220 220 10 LF ^ 8" DIP CASING 55 STUB IE: 250.29 2" IPS POLY HIGH-MOL PIPE A FORCE MAIN AND ELECTRICAL CONDUIT PROFILE SCALE: 1" = 20' APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: _ CITY ENGINEERING DIVISION C GM ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUI 4,G LL ^ G4.W pe�sy ^cn `SrORAL 0VII/22 0 DESIGN: BJL DRAWN: ATE) CHECK: JPU JOB NO: 21125.20 DATE: 12/03/21 N W J 0o W � W 00 LLI N w U Q Z Q Z N Z W Z Y CV O I-- a L)r� LLI Y A W c y SHEET C 4.1 A PORTION SE 1 /4 OF THE SE 1 /4, SECTION 2, TOWNSHIP 27 NORTH, RANGE 6 EAST, W.M. Al NOTES: 1. WRAP AND TAPE 12 GAUGE TRACER WIRE EVERY 10' TO THE FORCE MAIN. E THE LOCATION OF THE SLAB SERVICE TERMINATION SHALL BE MARKED BY THE CONTRACTOR WITH A 2•X4' TIMBER EXTENDED VERTICALLY FROM THE PLUG END TO A MINIMUM OF 3 FEET ABOVE THE GROUND SURFACE N ADDMDN; • A 12-GAUGE GALVANIZED WIRE SALL BE ATTACHED TO THE TIMBER FROM END M END ENSURING THAT NERHER THE WIRE NOR THE 2"%4' TIMBER SHALL BE ATTACHED 70 THE SEWER PIPE OR PLUG THE EXPOSED PORTION OF THE 2"X4' TIMBER SHALL BE PRE -PANTED TRAFFIC WHITE WITH THE WORDS 'GRINDER PULP SEWER CONNECTION' STENCILED ON WITH BLACK PAINT. THE END OF THE 2'x4' TIMBER SHALL BE E PI -MARKED IN PERUME14T INK WITH THE LENGTH OF THE TIMBER INSTALLED. 3. GAIN PUMP VENTILATION SHALL BE CONNECTED TO THE HOUSE SEWER VENTING SYSTEM. PER HERA CODE PROPERTY OWNER PUBLIC RIGHT-OF-WAY DETAIL "A" CIN INSPECTION REQUIRED PRIOR TO BACKFILL REVISION DATE Y OF EDMONDS GRINDER PUMP SERVICE CONNECTION TO GRAVITY SEWER MAIN JANUARYN 2B PUBLIC WORKS STANDARD DEPARTMENT DETAIL SS-21 O APPROVED BY: W. ENBUSH C � RESIDENCE CLEANOUT WNH 41' BEND AND CAP CLEANOUT (MAX) (TYP) Nor To EXCEED 100' BEIwEEH CLEANouTs CIEANOUT (HATE WITH CAP AND CLEANOUT COVER) AND CONCRETE LEVELING COLLAR WATER TIGHT -W 7 45 7RISER SEE NOTE 4 I 46 12' PVC SLEEVE 6' RISE OR 6' SIDE SEWER GENjk TLEANOLIT DETAIL 4; BEHAN 4' OR 6" � 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL �k G SEE NOTE J LEVELING COLLAR AT PROPERTY UNE�CTIV EASEMENT NOTES: SEE NOTE / ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. - 12'3 2. PIPE SLOPE TO BE 2X MIN AND UP TO SOX MAX. 3. SEWER ClFANOUT COVER TO BE FAST JORDAN IRON WORKS WHO 12" PVC r.DOl PRODUCT/00366102 STAR PIPE OOSP48L OR APPROVED EQUAL 8' RISER PE GRIPPER 4. LEVEUNG COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: RNE 270261 OR APPROVED EQUAL) • IN ROADWAYS PER COE STD DWG GU-424 TYPICAL CLEANOUT • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24'x24"x6' UNDER ASPHALT OR CONCRETE DEEP CONCRETE COLLAR OR 24' DIAMETER x 6" DEEP CONCRETE COLLAR REVISION DATE CITY OF EDMONDS JANUARY 201e SEWER CLEANOUT DETAILS PUBLIC WORKS STANDARD DEPARTMENT DETAIL 4f 'LOV_0 2r- R. ENGLISH SS -ZOO CITY OF EDMONDS STANDARD DETAIL 2 CITY OF EDMONDS STANDARD DETAIL B SCALE: NTS SCALE: NTS STAINLESS STEEL VALVE EXTENSION HANDLE 24" BASIN COVER SIMPLEX PIPE TRACER WIRE JUNCTION BOX FASTENED TO WALL STRUCT PLASTIC STRUCT PLASTIC SST FASTENERS 1 1/2" CONOUR FINISHED GRADE FLANGE _f2. 3 EY CONDUIT SEAL '�11 5; (REO'D BY OTHERS) ELECTRICAL RAIL ROAMING FIANCE CONOUR UFTOUT CRAIN "-SIPHON VALVE, PVC (IF REO-D) AIR VENT CONNECT TO DWELLING ' TOP HOLDDOWN I PLUMBING VENTILATION INLET FETING, TYP (MEW INSTALLED) I RISER PIPE I GRAVTY FLOW 4' INLET RO FM MEWING ' 2' HI-MOL POLY FORCE MAIN 2" BRASS MP x IPS COMPRESSION FIRING WITH STARLESS STEEL FIBERGLASS OR HIGH STIFFENER DENSITY POLYETHYLENE BASIN HIGH WATER "ALARM' LEVEL SWVl BE A IN OF B BELOW GUIDE PLATE INVERT OF 4' SEWER INLET PUMP "ON' LEVEL RAILS PUMP "OFF' DISCHARGE PIPE LEVEL ' d SWING CHECK VALVE 4: DISCONNECT ASSY GRINDER PUMP • ' a a d .. DISCHARGE CASE 4. d ANTI -FLOATATION PLATE OR FLANGE CONCRETE NOTES. ANT -FLOTATION 845E 1. REFER TO CITY HANDOUT E81 FOR ADDITIONAL DESIGN AND PERMIT REQUIREMENTS. 2. ASSEMBUES SHOULD NOT BE PLACED IN AREAS SUBJECT TO VEHICULAR TRAFFIC. IF LOCATED IN TRAFFIC AREAS. THE LID SHA1L BE TRAFFIC RATED AND SHALL BE INSTALLED PLUSH IN ASPHALT OR CONCRETE. PITY INSPECTION REQUIRED RIOR TO BACKFILL \ 24" SIMPLEX GRINDER REVISION GATE CITY OF EDMONDS PUMP WITH REMOTE JANUARY 2018 STANDARD PUBLIC WORKS MOUNTED CONTROL PANEL DEPARTMENT DETAIL Esl. 1g90 SS-241 APPROVED BID R. ENGLISH STAINLESS STEEL VALVE 36" BASIN COVER STRUCT EXTENSION HANDLE PIASFIC WATERTIGHT LID SIMPLEX JUNCTION PIPETRACERWIRE RIM =22SS BO%STRUCT PLASTIC FASTENED TO WALL 11/2" CONDUIT IrSIT FASTENERS FLANGE 1 r 2 � FINISHED GRADE I EY CONDUITSEAL(REDID 1.0' 1.5'MIN BY OTHERS) ELECTRICAL RAIL MOUNTING FLANGE oELEV 228.0 CONDUIT LIFTOUT CHAIN 3.0'MIN ANIT-SIPHON VALVE, PVC IF REQ'D) *E V 227.0 AIR VENT CONNECT TO DWELLING TOP HOLDDOWN PLUMBING VENTILATION INLET FITTING, TYP RISER PIPE (FIELD INSTALLED) GRAVITY FLOW y ELEV 226.5±� "INL"INL *ELEV 226.0 FROM DWELLING CATCH APTLY FORCE MAIN TO CATCH BASIN FIBERGLASS OR HIGH 11/4" BRASS MIP x I COMPRESSION DENSITY POLYETHYLENE FITTING WITH STAINLESS STEEL STIFFENER ELEV225.5 M±� RIBBED PUP BASIN HIGH WATER "ALARM" LEVEL T_ (SHALL BE A MIN OF 6" BELOW INVERT OF SEWER INLET) 2.0' MIN GUIDE PPUMP "ON" LEVEL ELEV 224.51.0 LATE RAILS �ELEV 223.0 DISCHARGE PIPE PUMP "OFF" 20' LEVEL a & DISCOING HECKVALVE d ISCONNECT ASSY GRIND ^ ° a A DISCHARGE CASE 1.90, SEE NOTEI d 1 p ANTI -FLOATATION OF ETE FLANGE. ADEQUATE d � CONNECTION OF CONCRETE TO PUMP BASIN. CONCRE E 95%COMPACTED CSBC ANTI -FLOTATION BASE CITY INSPECTION REQUIRED PRIOR TO BACKFILL NOTES: 4.00' 1. DUPLEX ZOELLER MODEL 840 DUAL SEAL GRINDER PUMP SYSTEM OR APPROVED EQUAL IN 36" DIAMETER, 7' DEEP PUMP BASIN W/ 2" PVC DISCHARGE PIPE. TO ORDER: CONTACT THE FOLLOWING ZOELLER PUMPS AUTHORIZED DEALER: PACIFIC PLUMBING SUPPLY CO. 7115 WEST MARGINAL WAY SW SEATTLE, WA 98106 206.762.5920 2. 33.4 CUBIC FEET IS REQUIRED FOR THE CONCRETE ANTI -FLOTATION BASE. 3. ELECTRICAL CONTRACTOR TO PROVIDE/RECOMMEND NEMA 4X ALARM PANEL CABINET W/ RED LIGHT AND ALARM PER MANUFACTURER, 100 DB MIN. PROVIDE EMERGENCY GENERATOR POWER BY TRANS GENERATOR AUTOMATED SYSTEM OR PORTABLE GENERATOR SYSTEM APPROVED BY OWNER. 4. A BATTERY OPERATED BACKUP POWER SUPPLY FOR THE ALARM SYSTEM IS REQUIRED. 5. CONTROLS SHALL AUTOMATICALLY RESTART AFTER DISRUPTIONS IN POWER SUPPLY. 6. THE SEWER PUMP DISCHARGE LINE SHALL BE PROVIDED WITH AN ACCESSIBLE CHECK VALVE AND GATE VALVE WITHIN THETANK. 7. A 4" CLEANOUT IS REQUIRED ON THE GRAVITY SEWER LINE BETWEEN THE BUILDING AND THE GRINDER PUMP. PROVIDE S' CLEARANCE BETWEEN HOUSE AND PUMP CHAMBER. 8. USE EXPANSION FITTING TO INCREASE PIPE DISCHARGE LINE TO 2" DIAMETER PRIOR TO EXITING THE PUMP BASIN. �PUIM�P�BASIN 1 2 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: _ CITY ENGINEERING DIVISION C GM ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 tiO GUILL n C>4a. OTAT4�w.�i' \ FCC® \�v Yro ' OVII/22 Q 0 DESIGN: BJL DRAWN: ATD CHECK: JPU JOB NO: 21125.20 DATE: 12/03/21 V) J Q W 0 0. LL I No LLI Ed W 00 N 0 Q Q 0 Z < (n 04 Of ^ D:f Z LLI Y N 0 I-- U I- M Q LAJ L0 0 Y LIJ $ y SHEET C4.2 4 CITY OF EDMONDS STANDARD DETAIL SCALE: PITS