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Home My WebLink About040-1324-30-000 Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Wisconsin Safety and Building Division Sanitary Permit No: INSPECTION REPORT 592281 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 292$28$ Permit Holder's Name: co Village Township Parcel Tax No: Christopher & Jessica Gruber TOWN OF TROY 040-1324-30-000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: ~D `7 -84y\ t 65T 01.28.19.2185 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER ; ry CAPACITY STATION BS HI FS ELEV. Septic 1~.~~ 7c7b Benchm9 7, -5 ~QL3. ~QSS. Dosing 4ij w.A Alt. BM o '7 6 6 r ,stn r l ~ S SeWo~J /Djj f• D Holding St/Ht Inlet 0 TANK SETBACK INFORMATION St/Ht Outlet S 5 65717 TANK TO nP/L, WELL BLDG. Vent to it Intake ROAD Dt Inlet %05••7 Ir Septic >66 /4,/5 -1 ` Dt Bottom a'~ Q mej Dosing (07 Header/Man. Z.65 /64 / Aeration Dist. Pipe Z. 65 IMPI - j Holding Bot. System -7 /6G6.5 PUMP/SIPHON INFORMATION Final Grade 16 (o Z i Manufacturer i✓" Demand St Cover q GPM 1- /DP4 s Model Number " L N . Ate` O 4- TDH Li Frictions L04s System Head _ TDH F ` Forcemain Length Dia. Dist to Well - " SOIL ABSORPTION SYSTEM ~ BED/TRENCH Width Length r s No. Of Se ches PIT DIMENSIONS No. Of Pits Inside Di ~Liquid Depth ~ DIMENSIONS i <31 - SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type stem: UNIT Model Number: DISTRIBUTION SYSTEM ` Header/Manifold V~' Distribution x Hole Size d x Hole Spacing Ve t Air Int e Pies) t l / Lengthy- Dia " Length Dia Spacing U SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over , Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center 4 D Bed/Trench Edges , Topsoil Yes E] No 1,] Yes E] No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Z 17 Inspection #2: Location: 571 GERMAN CT .n~ 1.) Alt BM Description - ~ - 2.) Bldg sewer length = ~ ~ I O Gr~e.S O - amount of cover = Y2 o w **7 Plan revision Required? Yes "X No L-Z7 ~ 1-7, Use other side for additional information. Date Insepctor' Signatur Cert. No. SBD-6710 (R.3/97) I I ae ECEIVEU County } Safety and Buildings Division g ' t p 201 W. Washington Ave., P.O. Box 7162 sanitary ermit Number (to be filled in by Co.) Madison, Wl 53707-7162 . CROV COUNTY A _u State Transaction Number axu ermit Appll=10D 2a2 $S In accordance with SPS 383.21(2), Wis. Adm. Code, submission of th;° = _,,,ural unit Project Address (if different d ian mailing address) is required prior to obtaining a sanitary permit Note: Applicatic w iS are submitted tf dary the Department of Safety and Professional Servies. Personal uA provide may be used for secon -purposes in accordance with the Privacy Law, s. 15.04(1) m), Stars. L Application Information - Please Print All Information / t Property' Owner's Name CIA Parcel # L, 1,- r S44e 040- Property Owners Mailing Address Property Location Q/, a g ~Q a b S Govt Lot City, State Zip Code P 9ne Number C - C -'h, /'/l, Section le ofif!~,, T , N; RE n II. Type of Building (check all that apply Lo ( / or 2 Family Dwelling -Number of Bear Subdivision Name 1 Bloc CL? , J- El Public/Commercial - Describe Use D City of ~noJ'k- Gam-- ❑ State Owned - Describe Use CSM Number El t iltage of /X 5 own of.~ 16 III. Type { Permit: (Check only one box on line A. omplete line Rif applicable) A" New System El Replacement System D Treatment/Holding Tank Replacement Only ❑ Ofher Modification to Existing System (explain) Y ' B- ❑ Permit Renewal ❑ Permit Revision D Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration- Owner W. Type of POWT S S stem/Com onent/Device: (Check all that a ly 1 ❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground LJ At-Grade ❑ Mound 24 in. of suitable soil and < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explam)___ ❑ Pretreatment Device (explain) V. Dis rsal/Treat nt Area Information: 1111t,7-, Design FFllo`w~(gpd) Design Sgil Application e(gp f) Dis ersall Area Req " s Dispersal Area Pro se be System Elevation sa VI. Tank Info Capacity in Total I # of Manufacturer Gallons Gallons Units i o New Tanks - Existing Tanks /r r) 1 , m o = s Sepik or Holding Tank 1,2 . c J) L~ ~f Dosing ChamberY VII. Responsibility Sta ent- 1, the undersigned, a e esnonsibi try for installation of OWTS show. on the attached plans. 1 Pl~uimher's Name (Pant) PlumhAf' . ' attire MP/MPRS Number Business Phone N er Cc 1,06 6 4~72 Plumber's Address (Street, City, State, Zip VIEL,jKounty/Department Use Only _ /7 1 pproved ❑ D' ved Permit Fee Date sued Issuing , ent Sigttature y~ t : h7 even Reaso or Denial IK Conditions-for Disapproval t bc, etlMiliirtf ~NM' •4 . -ftb jai arN t~twf *M 1l,, ,a P. A pW>t pro dd~7 blr pkunC~sr. ;A aft prlr -lot IN' Cam'! I -ad I Atracb to complete plans for the system and submit he County only o1 aper not less than S fr z 11 inches in size SBD 6348 11/11 I aaa ~d- t6t, /bZ 5 System PLOT PLAN PROJECT Chris Gruber ADDRESS 4912 Hamlet Wav N Oakdale Mn 55128 NE 1/4 NW 1145 1 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX SYSTEM ELEVATION 1059.4' 2' sand lift 4/11/17 DATE BEDROOM 6 CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1250/750 LIFT TANK SIZE DOSE TANK SIZE 1094 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 900 # of chambers none BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE WELL same as benchmark German Court - Scale = ~1 /4" = 10, 2 Acre Parcel 445' Property Line 368' Property. Like Pro 6 ell is to meet bedroom all WDNR house ttbeck3 Grading is to be pdone to divert run- %Area 15' below off away from system is to system remain f undistu ed H fcutt 2 compartmen 1 50/750 septic tank Tanks are to be properly bedd d Dose Ta k provided with lockdown covers i h B-4009 1057.5' approved warning labels 1057.4' 4 pe 1057' B-1 1056.5' 4' spacing ❑ 1~ _r- ❑ B - 4001 Property Line -4007 B.M. ~RTdrF~TO DIVISION OF INDUSTRY SERVICES /j 2331 SAN LUIS PL STE 150 GREEN BAY WI 54304-5211 Contact Through Relay http://dsps.wi.gov/programs/industry-services www.wisconsin.gov RcF~~sio*7i`t/ Scott Walker, Governor Laura Guti6rrez, Secretary April 11, 2017 SAFE CUST ID No. 226900 ATTN: PO WTS Inspector -"i5! NA L SHAUN R BIRD ZONING OFFICE BIRD PLUMBING INC ST CROIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD NEW RICHMOND WI 54017-6409 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/11/2019 Identification Numbers Transaction ID No. 2928288 SITE: Site ID No. 836963 Chris Gruber Please refer to both identification numbers, 571 German Court above, in all correspondence with the agency, Town of Troy St Croix County NE 1/4, NW 1/4, S 1, T28N, R19W FOR: Description: Mound System (6 Bedrooms - New Construction) Object Type: POWTS Component Manual Regulated Object ID No.: 1700417 Maintenance required; 900 GPD Flow rate; 12 in Soil minimum death to limiting factor from original grade; System(s): Mound Component Manual - Ver. 2.0, SBD --10691-P (N.01/01, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R. 10/12); Effluent Filter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • Page 5 - GPM = 54 • Page 5- Total Dynamic Head = 17.5 Feet • Page 5 - Distal Pressure = 3.5 Feet • Page 5 Force Main Pressure Loss = 2.9 Feet • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • With new construction; it is recommended not to activate the pump in the dose tank until the tanks are pumped prior to homeowner occupancy. • Wastewater generated from contractors cleaning of equipment and tools and/or left over construction products shall not be discharged into the drains discharging to the private onsite wastewater treatment system (POWTS). Waste generated shall be properly disposed of on-site or off site. • Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material to be removed from mound area SHAUN R BIRD Page 2 4/11/2017 • Divert surface water from POWTS Area. • Prior to construction of the dispersal area check the moisture content of the soil to a depth of 8 inches. Smearing, and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare If it crumbles site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacture's recommendations. • SPS 383.54(l)(e) The management plan for a POWTS shall speci;ically address the servi:ci.ne; mechanics of an aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist: 1. The bottom of the tank is located more than 15 feet below the elevation where the servicing pad is located. • 2. The bottom of the tank is located more than 150 feet horizontally from where the servicing pad is located • Verify property line(s) prior to installation. • Pump Floats to be set and verified per approved plan Any changes may result in pump resizing to meet TDH and GPM Specifications. • Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available, trees in the basal area of the mound must be cut off at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. SHAUN R BIRD Page 2 4/11/2017 • Divert surface water from POWTS Area. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare If it crumbles site preparation can proceed. If the site is too wet to prepare do not proceed until it dries. • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacture's recommendations. • SPS 383.54(1)(e) The management plan for a POWTS shall specifically address the servicing mechanics of an aerobic, Cr nnaernh;~r, treatment tanl- nr a hnlrling tanl- xxihPrP PithPr of the fn11mv;no rnnwlit;nnc ev;gt• 1. The bottom of the tank is located more than 15 feet below the elevation where the servicing pad is located. • 2. The bottom of the tank is located more than 150 feet horizontally from where the servicing pad is located • Verify property line(s) prior to installation. • Pump Floats to be set and verified per approved plan. Anv chances may result in pump resizing to meet TDH and GPM Specifications. • Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil available for proper treatment. If no other site is available, trees in the basal area of the mound must be cut off at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide sufficient infiltrative area. Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. A copy of the approved plans, specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. SHAUN R BIRD Page 3 4/11/2017 Sincerely, Fee Required $ 250.00 a This Amount Will Be Invoiced. When You Receive That Invoice, Ti Please Include a Copy With Your Tim Vander Leest Payment Submittal. Private Sewage Plan Reviewer, Division of Industry Services PaWiSMART yment S code: 1. 7633 (920)492-2214, Monday - Friday 6 am To 3:30 pm tim.vanderleest(-a,wisconsin.gov Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 3/24/17 Owner:Chris Gruber Location: NE1/4 NW1/4 S1 T28 N,R19 W 571 German Court Troy Manuals Used: Mound Component Manual Version 2.0 (N.01/01, R. 10/12) Pressure Distribution Manual Version 2.0 (N.01/01 R. 10/12) Page# 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-8. Maintance and Contigency plan 9. Filter Specificati ns and cross section Attachments: Sod st Shaun Bird Signature f License n mf er 226900 Page 1 of 9 n> 27 2ul System PLOT PLAN PROJECT Chris Gruber ADDRESS 4912 Hamlet Wav N Oakdale Mn 55128 NE 1/4 NW 1/4S 1 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX SYSTEM ELEVATION 1059.4' 2' sand lift 4/1 1/17 DATE BEDROOM 6 CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND )00( SEPTIC TANK SIZE 1250/750 LIFT TANK SIZE DOSE TANK SIZE 1094 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 900 # of chambers none BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL same as benchmark German Court Scale = 1/411 = 101 2 Acre Parcel 445' Property Line 368' Property Line Pro 6 Well is to meet bedroom 811 WDNR house setbacks Grading is to be done to divert run- Area 15' below off away from system is to system remain undisturbed Huffcutt 2 compartment 1250/750 septic tank Tanks are to be properly bedded and Dose Tank provided with lockdown covers with B-4009 1057.5' approved warning labels 1057.4' 419 Slope 1057' 1056.5' 4' spacing ❑ Property Line 4007 B M * ED B-4001 - Mound System Cross Section and Plan View Dimension Feet A A 71j, A ii - + B 7 D + 1\r`f} l fy~ r ti;41. , lj;jlf ftir?i?ti f fy4f 7 ~n I:JiJ~fy`i LK~ F + G - + r H /0 . I + I ,.i J K s a?. L~ W ~ L Slope % = Topsoil = ASTM C-33 = Clean aggregate Cap Material O = 4 in, sch. 40 pvc sand fill '/2 to 2 %2 in, dia, observation pipe Geotextile G H Fabric J ~ Ft D > 1. 7 Ft Contour Plowed Surface Slope Direction GENERAL INSTALLATION: The mound area is staked out along the design contour. E xisti, vegetation is mowed and raked off the site. The mound basal area (L x W) is plowed with a moldboard or chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to form a %4 inch soil wire when a sample is rolled between the palms of the hands. ASTM C-33 quality sand is placed immediately after plowing. Sand is placed with a tracked machine keeping 12 or more inches of sand under the tracks or is placed overhead by a backhoe. Special care must be used when placing sand of less than one foot thickness to minimize compaction of the plowed surface. After the topsoil cap is placed, the entire mound is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The observation pipes are slotted in the lower b inches and secured in place with rebar or a closet flange. 10/07 lgj Page 3 of Pressure Lateral Layout Two Laterals End Manifold 4 - Threaded Cleanout Lateral Turn-up ---r Plug Manifold ivI t X Force Main L Long Sweep 90 Bend Distribution e-ork S ecificafions Lateral Diameter Pressure System Construction In. Manifold Diameter In Ma fife Diameter [Lateralss are constructed of Schedule 40 PVC ,.1 In. ipe. Orifices are drilled perpendicular to X Orifice S afro In. the pipe with a sharp drill bit and L Lateral Len th ~P face down. ' Ft. Lateral turn-ups terminate with a threaded M (Manifold Len th 3 Ft. cleanout plug and are enclosed in a 6-8 inch Force Main Diameter In. diameter lawn sprinkler valve box accessible Force 11lain Length Ft. from finished grade. *9 see Grade ~ ~s♦~•w• 6-8 Inch Lawn Sprinkler Valve Box Page Q31Q5 Ig; I of Dose Tank Cross Section And Pump Perfofman 4 , ce Specifications Tank Manufacturer Tank Model Number Minimum Pump eP o required Total Tank Capacity i p GPM @ Z Ft TDH Max. Bury Depth r°-1 1-7 S- Pump Manufacturer Total Dynamic Head (TDH) - Feet Pmmp Model Number Q Elevation Head Alarm Manufacturer Distal Pressure Tre Network Pressure Loss 3• S Alarm Model Number , mss Switch Type Force Main Pressure Loss Total _ Manhole Min. 4" Above Grade Vent Min. 12" With Locking Device Above Grade. Weather-proof _ With Cap Junction Box I Finished Grade . . Depth of Cover Ft "I Disconnect s r > > > r > > > s > a > Means yt t t{ i t t i i t t e t>i>t>iaiat>{>;~i'{>{> > Y>>> { { < c ; t istai>i>t~t> > > > > > > > a > > > Y < S > t Outlet Inlet Switch Settings and Reserve Capacity ` ;i Tank Volume = GPI - Dimension Inches Volume Gal. 'i ' A (reserve) A 'i < 7 4 1/4 < > (alarm) B 2 i B Weep (dose) C Hole (dead) D Off Elev. ` / S CJ / 40 Ft t Total ' Bottom of Tank Elev. 7Ft D y ` < '`'`>`>~>ta<'t>t'{'c'S>S>Sa<><aS>i>t>S><>Sat>Sat>Sa<>t> > Y > a > t i < t ; t { { Ai c < t i c {>c><>t>c>t>t> > > 'c e< cue>tat t t c< c c <ac t c>c>c'c GENERAL, INSTALLATION: The dose tank is bedded and back filled in accordance with the manufacturer's product approval specifications. Maximum depth of bury as specified by the manufacturer may not be exceeded without prior approval. Manhole covers exposed to grade have an effective locking device (padlock) installed. Piping at the inlet and outlet is of approved material, connected to the tank with watertight fittings, and laid on stable soil to prevent settling; or sagging. The force main is sleeved with 4" Sch. 40 PVC to bridge the excavation and is sealed watertight., Electrical service complies with NEC 300 and Comm 16.28 Wis. Adm. Code. 03/05 lgj ~ Page .5 of V,r HEAD CAPACITY CURVE TOTAL DYNAMIC HEAD/CAPACITY - PER MINUTE MODELS °140I4140° EFFLUENT AND DEWATERING 3 7/8 61/4 4 5/8 MG Ltrs. 14 45 344 3 7/8 318 + 12 28820 40, 1 40 . 257 1 1/2 - 11 1/2 WT 5 25 7.62 59 223 30 9.14 49 185 t; 30 35 10.67 38 144 8 40 12.i9 21 79 2 45 13.72 5 19 12 5/8 1xk vel•c = 6-20 0 Z 4 5/16 0 1 4 SK1524A TG- 2-- 3 5 7/8 6 1/4 ' - wam, 5/8 0 U.S. GNIODIS 1o 20 30 40 3 7/8 LRERS 50 60 70 80 90 100 110 80 160 0 240 320 400 + FLOW PER MINUTE 01090• 1/2 ivr 60NSULT FACTORY FOR SPECIAL APPLICATIONS ' Electrical abiriators, for duplex systems, are available and supplied with an alarm 16 13/32 altemators, for duplex systems, are available with or wilhiDut ' Warms. • Control alarm system are available for 1 phase pumps used in simplex 4 51115 system. See FM0732 SK1524B • Variable level cordroi w#xhes are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long cycle controls. SELECTION GUIDE • Sealed Qwilc-Box available for outdoor indaitabons. See FM1420. 1- Single piggyback variable level float switch or double pigg back variable le • Over 130°F. (WC.) special quohation required. switch. Refer to FW477. • Refer to FM0806 for 200° F. applications. 2. t altemator M-Pak 10-0072 or 10-0075. - 3. See FW712 for correct model of Electrical Atiertrabor E-Pak. 4_ Variable level conbd switch 10-0225 used as a control activator, spe* duplex (3) 140 Series - 53 lbs. 4140 Series - 73 lbs. or (4) float system. i40f4448"' YODHS Cad4ol Serel~pl Yodel Yodel vale Ph Node Amps smpppr -i440 ?4140 115 1 Non 150 torl&5 2or3&4 9140 E4140 230 1 -Non 7S 1 or 1$ 5 ---for 3 &4 BN't40 BN4140 115 1 Non 15S t or 1 & 5 2 a3 & 4 1140 1 Nan 7S 1 ar 1 & 5 2 ar 3 & 4 All illstatlation of controls, protection devices and Waaig should be done by a Walified Licensed electrician. All electrical and safety codes should be Wowed including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. KIl L I& P.O BOX 16347 Louii,W KY 402%W ~Q 64~>1hnersaf.. sHPT& 3W cane Run POW ® ® Louiaft KY 4MI-1961 n>'WA~zoefio.~rr, PUMP !O_ • 1 r >rz> rP LPN Y/, V, Q~ 9° FAX (W4 774.3624 0 Copyright 2001 Zoeller Co. All rights reserved.