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HomeMy WebLinkAbout020-1017-90-040 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 592269 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)] Permit Holder's Name: City Village Township Parcel Tax No: OEVERING HOMES TOWN OF HUDSON 020-1017-90-040 CST BM Elev: Insp. BM Elev: Description: it P Section/Town/Range/Map No: 100 BM :'Ji , 13.29.19.83A-14 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. /o Z / o Septic Benchmark J _1 ! / CJ Dosing t O Alt. BM :5, `b Bldg. Sewer qa-7 1&5r'5 G•I . M-e_ Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO 6`WELL BLDG. Vent t Air Intake ROAD Dt Inlet Septic ~•1~` Dt Bottom 3 Dosing / Header/Man. •3 -ell 71f. - 41t Aeration *t;5 Dist. Pipe 4-77 Holding Bot. System 7.4 /a Z -7 ( Fi rade PUMP/SIPHON INFORMATION /l/ ALi ~Nl~lC3 W 5 • rd • 5 ~'6 Manufacturer r Demand St Cover c ~G• JCA_ GP```M~~, JIA, /10 J Z~Q( Model Number Ir , YU . ~ / L_, v ` / k TDH Lift Friction Loss System Head TDH3 , Olt mpV r l r. • V~ Len lh Dia. Dist. to Well ' w Forcemain I cob 1Z SOIL ABSORPTION YSTEM A MF. SIONS No. Of Pits Inside Dia. Liquid Depth BEDITRENCH Width Length No. A 0 rench s PIT DI DIMENSIONS S 57 SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type stem: Z.i A#f UNIT Model Number: I , J M /~t,► o(~S c.J DISTRIBUTION SYSTEM c~ /W~ 04 Header/Manifold /I Distribution x Hole Size x Hole Spacing Ve o Air I a e Length Dia I Length Dia 7- :311 Z W Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Q Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center 1 - 7 Bed/Trench Edges Topsoil Yes F-] No Yes ❑ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 900 CHIPPEWA PAT 1.) Alt BM Description = j 6~ 6~l1 /see 2.) Bldg sewer length = - amount of cover = 7 7 4Z e v%. Plan revision Required? Yes >~No` It Use other side for additional information. 6 1 L47 Date Insepctor Signatur Cert. No. SBD-6710 (R.3/97) S~ -,=.)o r F. H County,- I i- s 2118 - Safety and Buildings Division -S 201 W. Washington Ave.; P.O. Box 7162 Sanitary Penult umber (to be filled in by Co.) yZ j Madison, W1 53707-7162 eR01)(COUNTY (0 17 MUMI anltary Permit Appli` -+t-__ ransactionNnmber In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this f / Z (v-7 / 7 is required prior to obtaining a sanitary permit Note: Application forms 1 w i are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Servies. Personal information you provide may be used for secondary oses in accordance with the Rr-vacy Law, s. 15. I) m), Stats. L Application Information - Please Print for c Property Owner's Name Parcel GAG 0~'1 -q~ p U rL Property Owner's M Ad s , j Property Location 7i, r /I I) Govt Lot City, State Zip Code Phone Number y., Sectior~ (cirelc e 4- 11. ,Type of Building (check all that apply) Lot # T or W )XI or 2 Family Dwelling-Number of Bedroo Subdivision Name L Blo ❑ Public/Commercial -Describe Use _ JXi ❑ City of ❑ State Ow d -Describe Use CS`NJ Numbbeer ❑ Village of lplk • ` Town of 111. Type of Permit: (Check only one box on line A. Complete lin applicable) A. -1 ew System El Replacement 5ystcm Q Trearment/Holding Tank Replacement Only Q Other Modification to Existing System (explain) B. El Permit Renewal ❑ Permit Revision ❑ Change of Plumber Q Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner IV. T ofPOWTS System/Component/Device, Check all that a 1 y) ole SCIOW El Pressurized In-Ground ❑ At Grade and > 24 in, of writable soil Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis rsa!/Treat nt Area Informatio ~ t Des- Flow (bpd) Design Soil Applicati e f} Dispersal Area Required e Dispersal Area opose f) System Elevano VL Tank Info Capacity in Total # of ( Manufacturer Gallons Gallons Units S 2 I New Tanks Pxisnng Tanis U ~ " v1 L Septic or Holding Tank I Dosing Chamber . I ~ VII. Responsibility Staten nt- I, the undersigned, assu esponsibility for installation of the POWTS shown on the attached plans j Pl s Name (Print) Plumber' rgnature MPYNTRS Number Business Phone Npmn er Plum 's Address (Street, Citj, State, Z de)J VIII feouuty/Department Us Only pproved Permit Fee Date ued Issuing Ag t igtature ~ „ ~ Owner Reason for Denial 7 IX Conditi asons for Disapproval 1 ittank,<Ett lifter tL a+rn ~r ` ,Q Y .gc+M~K► tilspet° at ceq MUSt rust aU be ski': as ! nz n~ 2; Y J~ - - , ,AAA >Ilspar tsaGemeni plan prUrlgCrl by plumbea • 1MAV~~ Attach to complete plans for the system and submit to the county onap paper not less than 8 it z 11 inches in size SBD-6398 11/11 / cR ) act, System PLOT PLAN PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 NW 1/4 NW 1/4S 24 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX SYSTEM ELEVATION 101.8' 3/17/17 3 DATE BEDROOM CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1 .0 ABSORPTION AREA 456 # of chambers none BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATIO 00' Filter Lifetime Filter ❑ BOREHOLE O WELL * 0 1~ H.R.P. same as benchmark AU Well is to meet all WDNR setbacks Scale = 1/4" = 10' Chippewa Path 2 Acre Lot ' Pro 3 Bedroom House B-2 Tank is to be properly bedded and provided with Huffcutt lockdown covers with Combo Tank approved warning labels 4% Slope Grading is to be done to divert run-off away from B-3 system Area 15' below system 327' Property Line is to remain undisturbed rr,. 101, 509' Property Line 9? ~'C B.M.* 100.8' 1 00. ~ ART1{ ~roti~-` s~~c DIVISION OF INDUSTRY SERVICES J, 2331 SAN LUIS PL STE 150 Q GREEN BAY WI 54304-5211 3i $ , e Contact Through Relay 1,, t P S http://dsps.wi.gov/programs/industry-services www.wisconsin.gov Scott Walker, Governor Laura Guti6rrez, Secretary 'Y Lei April 04, 2017 It PR. .".PT OF S." CUST ID No. 226900 ATTN. POWTS Inspector ` F E S S I O r"` '31ON OF IND"Ll 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: 04/04/2019 Identification Numbers Transaction ID No. 2926717 SITE: Site ID No. 836744 Oeyering Homes Please refer to both identification numbers, Chippewa Path - Lot 4 above, in all correspondence with the agency, Town of Hudson St Croix County NW 1 /4, N W 1 /4, S24, T29N, R 19 W FOR: Description: Mound System Q Bedrooms - New Construction) Object Type: POWTS Component Manual Regulated Object ID No.: 1699104 Maintenance required; 450 GPD Flow rate; 25 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 a.ll code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per x.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • 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 • 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 SHAUN R BIRD Page 2 4/4/2017 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 specifically address the servicing 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 resizinS 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. Sincerely, Fee Required $ 250.00 dtirn (/.a~z~/i oC~eea~ This Amount Will Be Invoiced. When You Receive That Invoice, Please Include a Copy With Your Tim Vander Leest Payment Submittal. Private Sewage Plan Reviewer, Division of Industry Services WiSMART code: 7633 (920)492-2214, Monday - Friday 6 am To 3:30 pm tim.vanderieestc wisconsin.gov SHAUN R BIRD Page 2 4/4/2017 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 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 Anv 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. Sincerely, Fee Required $ 250.00 This Amount Will Be Invoiced. When You Receive That Invoice, Please Include a Copy With Your Tim Vander Leest Payment Submittal. Private Sewage Plan Reviewer, Division of Industry Services WiSMART code: 7633 (920)492-2214, Monday - Friday 6 am To 3:30 pm tim.vanderleest@wisconsin. gov RECEIVE-) MAR 2 0 Cover Page iNDUSTRY STi Shaun Bird Bird Plumbing Inc. VI . 1432 120th St. N'° New Richmond Wi 54017 715-246-4516 Date: 3/17/17 Owner:Oevering Homes Location: NW1/4 NW1/4 S24 T29 N,R19 W Lot 4 Chippewa Path Hudson 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 Specifications and cross section Attachments: Soil Test Shaun Bird Signature- License number' 26900 Page 1 of 9 System PLOT PLAN PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 NW 1/4 NW 1/4S 24 /T 29 N/R 19 W TOWN Hudson COUNTY ST. CROIX SYSTEM ELEVATION 101.8' 3/17/17 3 DATE BEDROOM CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1 .0 ABSORPTION AREA 456 # of chambers none BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark Well is to meet all WDNR setbacks Scale = 1/4" = 10' Chippewa Path 2 Acre Lot Pro 3 Bedroom House B-2 Tank is to be properly bedded and provided with Huffcutt lockdown covers with Combo Tank approved warning labels 4% Slope Grading is to be done to divert run-off away from B-3 system Area 15' below system 327' Property Line is to remain undisturbed B- 101, 509' Property Line B M * 100.8' 100, Mound System Cross Section and Plan View Dimension Feet i J A B 1 i i T : ti: :ti:ti:ti•ti•h•ti•h•h•h: //{i 4.'i Jyfyf• h- l•h:•r h•r•r•f•r•r•r•r•r.: E : r~:~• •h:h:ti:1jyt:ti : :M1% ~4~ti:trL:1~4~~ ~•••iii•••ti~ ~lrtirl~y~ hrtryr1l.f tirti:1 A h tiil:l:yr h h 1 ti:1:11ti:1~•: r.!•r•r•f•r1 1 h r r:?:~:': 1r'rtiitir1r1r.f 1.1.1.1. . •fijili •i h h J:l:f1JyJyJ.lJ.f.l.f.J.l.r. 1 h:h• h. t:ti:'4~1:ti~1~ ' _t :iifif:ril:r:r:Jil~i~rtil: rhjh.ti•h.1.h.h.l.h.h.h.h:h~i:ti~y~y:h~l~ti~ti:l~ti: hritti: y:l~h~h:h.h. h.h:h%h:-: f r!! r r r! r r r•r.r•r,r•l-r•r.r.r.r•r•r•r•r•r•r•rvr•r.r.r.r•rv:r_ryr ' Yv 41 F r i Z 1 i G r H l t> I i I i i i i J I i K i I L W ?S. K -T B 1 Z L Slope % - = Topsoil = ASTM C-33 : r~r,r1 = Clean aggregate = 4 in. sch. 40 pvc Ca Material h?h"" _ p sand fill 1/2 to 2 1/2 in. dia. observation pipe I i Geotextile G H Fabric rtir;r. r'i1i hr~rr~rrs. F ririf h f•f•r•r•r•r• r.r.r .f.f.r.r.:.r. D E '6M Contour Plowed Surface Slope Direction GENERAL INSTALLATION: The mound area is staked out along the design contour. Existing 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 1/4 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 6 inches and secured in place with rebar or a closet flange. - 10/07 lgj Page of Pressure Lateral Layout Two Laterals - End Manifold 4 Threaded Cleanout Lateral Turn-up Plug Manifold M X L Long Force Main ' Sweep 90 Bend Distribution Network Specifications Pressure System Construction Lateral Diameter In. Manifold Diameter C721 n. Laterals are constructed of Schedule 40 PVC Orifice Diameter In. pipe. Orifices are drilled perpendicular to X Orifice S acin In. the pipe with a sharp drill bit and face down. L Lateral Length) Ft. Lateral turn-ups terminate with a threaded M (Manifold Length) Ft. ceanout plug and are enclosed in a 6-8 inch Force Main Diameter In. diameter lawn sprinkler valve box accessible Force Main Length _ Ft. from finished grade. Grade 6-8 Inch Lawn Sprinkler Valve BOX Page of 03/05 lgj i Septic-Dose Wank. Cross Section And Pump Performance Specifications Wank Manufacturer - Pump Manufacturer Pump Model Number A,/ 'J Tank Model Number 4-9 j Total Tank Capacity Alarm Manufacturer' V Max. Bury Depth Alarm Model Number Switch Type Filter Manufacturer Total Dynamic Head (TDH) - Feet Filter Model Number Elevation Head Z2 Distal Pressure r Network Loss Minimum Pump performance Required Force Main Loss ( GPM, J~o Ft TDH Total outlet Manhole Min. 4" Above Grade With ~ Manhole Min. 4" Above Grade Locking Deice. Inlet Manhole Device, Mo With Locking Dev < b Below Grhde Sealed Watertight Securely _ weather-proof Junction Box - ® Finished Grade - t Vent Min. 12" Disconnect Above Grade Means with vent cap Outlet Filter Inlet Baffle • • - Inlet Switch Settngs and Reserve Capacity : . Weep Tank Volume = S~ GPI Hole B Dimension: Inches Volume Gal. 14 (reserve) A: on) B rr % 2 S 3 Off Elevation C (ala : i_Ft~ (dose) C Bottom (dead) D j D Elevation j Ft ' ~ ~ Total 30 , GENERAL INSTALLATION: The septic/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 fitting', and laid on stable soil to prevent settling or sagging- The force main is sleeved with 4°' Sch. ` PVC to bridge the tank NEC 300 and Comm 16 excavation and the.sleeve. is sealed watertight. Electrical .service cpmplies with .2:1. Page _ of 02/05 LJ TOTAL DYNAMIC HEAD/CAPACITY PER MINUTE HEAD CAPACITY CURVE EFFLUENT AND DEWATERING MODEL 152/153 ~ 53 MODEL i 152 1 - I 50 1 Feet 'I K1eter5 Goi. .l Liters i Gol. Liters 153 55-- 15 69 I 261 77 291 j 10 I 3.1 I 61 231 i 70 265 121 40 152 '5 46 ~ 53 201 61 231 20 611 1 44 167 52 197 S 30 25 1 7.6 34 129 42 1 159 z 8 30 9.1 1 23 87 I 33 125 ° 3 - - 22 b5 4 20 40 1 12, i 'I 11 42 o ~ 4~ j Lcck Voive. 133.0 (1L6 m) 44.0 Ft (~.4T) 1 10 olasoa I 0 20 0 60 8,0 100 GALLONS E 1/4 LITERS 0 80 160 240 320 3 27/32 FLOW PER MINUTE* i 27 /32 CONSULT FACTORY FOR SPECIAL APPLICATIONS I -i- • Timed dosing panels available. O 3 27/32 Electrical alternators, for duplex systems, are available and supplied with e T an alarm. Variable level control switches are availabie for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. _ l Sealed Wk-Box available for outdoor installations. See FM1420. • Over 130°F. (54°C.) special quotation required. I~ I 1521153 Series 1521153 MODELS Control Selection Model Volts-Ph Mode Am s Sim lex I Du lex N152 115 1 Non 6.5 1 2or 3 1 sK2064 BN152 115 1 Auto 8.5 Included 2or3 l t E152 230 1 Non 4.3 1 2 or 3 1 BE152 230 Auto 4.3 Included 2or3 NI53 115 1 on 10.5 1 2or 3 SELECTION GUIDE SN153 115 1 Auto 10.5 Included 2or 3 E153 230 1 Non 53 1 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float LBE153 230 1 Auto 5.3 Included 2or 3 switch. Refer to FM0477. A CAUTION 2. See FM0712 for correct model of Electrical Alternator E-Pak. All installation of controls, protection devices and wiring should be done by a qualified 3. Variable level control switch 10-0225 used as a control activator, specify duplex (3) licensed electrician. All electrical and safety codes should be followed including the most or (4) float system. 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. MAIL TO: P.O. BOX 16347 i Louisville KY 40256-0347 Mamdachrersof.. SHIP TO: 3649 Cane Run Road ~7 L~ pp Louisville KY 40211-1961 QUQLTYPUMPS ,J~NCE ~~dd 502) 778-2731. 1(800) 928-PUMP FAX (502) 774-3624 f'L/MP CO hitpJ/www.zoeJl er. corn © Copyright 2000 Zoeller Co. All rights reserved. t-1) 1" 7