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HomeMy WebLinkAbout018-1075-20-310 MEN Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: GENERAL INFORMATION (ATTACH TO PERMIT) 600360 State Plan ID No: Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. 3086748 Permit Holder's Name: City Village Township Parcel Tax No: Dustin & Susan Maquand TOWN OF HAMMOND 018-1075-20-310 CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No: Q~ 1 6sr 34.29.17.527A-31 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. 'Septic f l" Benchmark Dosing Alt. BM AretaAie"- n Bldg. Sewer / Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO P~,(; t WELL BLDG. en to Air Intake ROAD Dt Inlet Septic p~ Dt Bottom Dosing 7 5t` 1`04- J~ i 1 Header/Man. Z Z S / c)f Aeration Dist. Pipe Z Holding t ~ 1/41. Bot. System X. Z ids ~ PUMP/SIPHON INFORMATION Final Grade Manufacturer Dema@cL ce',, -J1 GP St Cover Model Number 0_1 Ij / D 4.TDH Lift/ /{,l Friction Loss System Head T5H Ft :Z .5.7 Cr .7 7 Forcemain Lencth j Dia. ZDist. to well /t 1 546 SOIL ABSORPTION SYSTEM R~ BED/TRENCH Width / Length i No. Onch PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS s 7 L ;41 r SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION Type stem: CHAMBER OR t tJ Z~ /l x(44- UNIT Model Number: DISTRIBUTION SYSTEM Header/Manifo! r/ Distribution x Hole Size x Hole Spacing Ve t Air Inta Dia Z Length / • Length -1-- 44 Dia z Spacing G Z ✓ 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 Bedrrrench Center / . / Bed/Trench Edges \ Topsoil ~..~s F] No es ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 1846 60TH AVE r 1.) Alt BM Description= f . IL_ 2.) Bldg sewer length = 3/ / A O L.) f~ amount of cover (t! C~ Plan revision Required? ❑ Yes /No r~ Use other side for additional information. f~- SBD-6710 (R.3/97) Date In pctor's gnature Cert. No. z~ fiber UMP I Pump Submersible Effluent Pump LITERS PER MINUTE 0 50 100 150 200 250 300 50 45 14 40 11 12 I ' 35 10 i F 30 LL Y z w w 8 g z 25 z a °a O ' x H J 20 F 6 O 15 i I 4 I 10 I 5 2 0 0 0 10 20 30 4 50 60 70 80 90 GALLONS PER MINUTE 290_1`1 R010/12/2015 ®Copynght 2015 Liberty Pumps Inc. All rights reserved. Specifications subject to change without notice . - I County 1 26 = ; p Safety and Buildings Division srt j t 9 0 201 W. Washington Ave., P.O. Box 7162 Sanitary Perm Number (to e filled in by Co.) lilt Madison, Wl 53707-7162 a (o 36a ttt stoa~t~ ~>r:nt ' Sanitary Permit Appiicatlon C' Stale TransactionNumber In accordance with SPS 38321(2), Wis. Adm Code, submission of this form ter apptopriaze government lit D . is required prior to obtaining a sanitary permit Note: Application forms for state-owned POW TI S 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 purposes in accordance with the Privac Law, s. 15.04(1)(m), Scats. L Application Information - Please int All Information Property Owner's Name V Parce14 r A I J u~ Property Owner `s Mailing Address Property Location - q . ! 7 Govt Lot City, State Zip Code Phone Number , Seci ~'C~scle e) y~ Y\ it T70 N; R 1 W v A .Type of Building (check all that apply) Lori5 D Subdivision Name or 2 Family Dwelling-Number of Bcdroo aK t Block # El Public/Commercial -Describe Use I J IL _ D City of D State Owned - )escribe Use _ CSM Numpar ` J. ❑ Village of Q~ / Town of /X- 67 ir XPC 111. Type f Permit: (Check only one box online A. Complete line B if ap licab ) A. S stem ❑ Y Replacement System ❑ Trcatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B- D Permit Renewal D Permit Revision D Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owncr Cori • h IV. Type _ ofPOWTS System/ComponenvDevice: (Check all that apply) V D Non-Pressurized In-Ground D Pressurized In-Groun; D At-Grade ❑ Mound > 24 in. of suitable soil < 24 in of suitable soft D Holding Tail: D Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis rsaUTreat eat Area Information: Des' Flow (gpd) Design Soil Application (gpdsf) Dispersal Area Requtr sf)&- Dispersal Area opo s System Elevation r , t 2 y Zoe VL Tank Info Capacity in Total_ # of Manufacturer Gallons Gallons Units c N-9 2 1 ew Tanks czistiug Tanks U y m~ 0 Aa l U v rn v Septic Dr Holding Tail -T--- ' Dosing Chamber y ~ t?~ _ raj VII. Responsibility Stateme I, the undersigned, a responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) l Plumb gnature MP7/MI' Tlumber B'us]iness Phone N ber t Plumber's Address (Street, City; S Zip Code) 7 tom, <0/ VITL untv/De artment Use Only fi- XP proved tsa e Permit Fee Wtesed Isign e ~ 60 er Given Reason for Denial p / DL Conditi- asons,for Dis pproval 1. rk, e~?lur nt h tr- ti'n' a cjlwer :d coal must all a sit ac:~s ,t .3~ Ot I U t I Asper i71* ec imn rrm ptu+iou by Nl ir.c . ~11 f e~ 2. 'Ai1 e reie,t;~s!:sen.~ -must 4er t-:wMr ir:E: as per tgpFi6 x0A m6i I *rdimlM m / _ . A- ti ttach to complete plans for the system and submit to the ounty only on paper not less than 8 if_ z 11 inches in size SBD-6398 (R. 11/11) l System PLOT PLAN PRGJECT Dustin Marauand ADDRESS 39 Heritaae Blvd. Hudson Wi 54016 SE 1/4 SW 1/4S 34 /T 29 N/R 17 W TOWN Hammond COUNTY ST. CROIX SYSTEM ELEVATION 100.5' 1.5' sand lift 3/22/18 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 2" pvc pipe ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark Property Line 100' B-1 fl Scale = 1/4" = 10' System to be installed along the 99' contour. M. 99(s B-3 Well is to 7% Slope meet all ec, ' 9 8' WDNR setbacks Pro 3 Bedroo Huffcutt combo tank House Grading is to be done to divert please note: not enough run-off away from system deflection found on sight to adjust mound dimensions Area 15' below system is to remain undisturbed AC IC O P Y Property Line 60th Ave _0 F tz{~'r'f" j DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL STE 150 GREEN BAY WI 54304-5211 ' Contact Through Relay hftp://dsps.wi.gov/programs/industry-services ' www.wisconsin.gov ~E Scott Walker, Governor Laura Gutierrez, Secretary April 09, 2018 € OF GJ'_'%FJ- CUST ID No. 226900 ATTN: POWTS Inspector , ZONING OFFICE SHAUN R BIRD ST CROIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD Z NEW RICHMOND WI 54017-6409 HUDSON WI 54016-7708 a CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 04/09/2020 Identification Numbers Transaction ID No. 3086748 SITE: Site ID No. 848092 Dustin Marquand Please refer to both identification numbers, 1846 60TH Ave above, in all correspondence with the agency. Town of Hammond St Croix County SEI/4, SWI/4, S34, T29N, R17W FOR: Description: Mound System (3 Bedrooms - New Construction) Object Type: POWTS Component Manual Regulated Object ID No.: 1756330 Maintenance required; 450 GPD Flow rate; 19 in Soil minimum depth to limiting factor from original Erade; 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: • 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 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 SHAUN R BIRD Pau 2 4/9/2018 • 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 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. 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, Mon- Fri, 6:00 a.m. - 3:30 p.m. tim.vanderleest@wi.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Mon-fri, 8:00 A.M. - 4:30 P.M. SHAUN R BIRD Page 2 4/9/2018 • 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 servicin ad is located. 2. The bottom of the tank is located more than 150 feet horizontal) from where the servicine ad is located. • Verify property line(s) prior to installation. • Puma Floats to be set and verified per approved Alan Any changes may result in puma resizina 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 /err 7/.a~ir This Amount Will Be Invoiced. When You Receive That Invoice, Tim Vander Leest Please Include a Copy With Your Private Sewage Plan Reviewer, Division of Industry Services Payment Submittal. (920)492-2214, Mon- Fri, 6:00 a.m. - 3:30 p.m. WiSMART code: 7633 tim.vanderleest@wi.gov cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Mon-fri, 8:00 A.M. - 4:30 P.M. i Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 Date: 3/22/18 Owner:Dustin Marquand Location: SE1/4 SW1/4 S34 T29 N,R17W 1846 60th Ave Hammond 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 . r Shaun Bird , . Signature License number 226900 Page 1 of 9 MAR 26 <i .N -li System PLOT PLAN PROJECT Dustin Marauand ADDRESS 39 Heritaae Blvd. Hudson Wi 54016 SE 1/4 SW 1/4S 34 /T 29 N/R 17 W TOWN Hammond COUNTY ST. CROIX SYSTEM ELEVATION 100.5 1.5' sand lift 3/22/18 BEDROOM 3 DATE 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 2" pvc pipe ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark Property Line 100' B-1 Scale = 1/4" = 10' System to be installed along the 99' contour. B.M." ❑ 99, B-3 Well is to 7% Slope meet all 98' WDNR setbacks Pro 3 Bedroom Huffcutt combo tank House Grading is to be done to divert please note: not enough run-off away from system deflection found on sight to adjust mound dimensions Area 15' below system is to remain undisturbed Property Line 60th Ave ~c7 Mound System Cross Section and Plan View Dimension Feet %I A i 1 B I . D I:, •L•YL•WYYWL•YL-YL.YL-L-\.YL.L•L.L.L•YL•L.L.L-L.L.YL•YLM.L. ~-I A LJ•ILJYYYY•r•lY-r-ArY•Ar•fMr-r+r.J.JY..M11tiJL.FrtiJL.~ rY.JMYY•!..••JY•J-!•rY• . .L'L WYYL-L•L.L•L.L.WYYL•YL• .:~LYY• YL. ~L•L.YL•L.YYL.L~ LJYLl~ril.M. !•~Y•!•r-rY•!-r•rv-r-rw•nrY.~v- rY.r•rv..-v.r.. .r'L.r.~.i A L' YYL wYL.YYYL.L-L.L-L.L.L-Y\- :Lµ.L•L.wL-L.L.L.L.Y fL:L.L.L.•.. E YYwvYY.r.svwYwrvv. iL-i`i'?w"L•rvY-rY.l.r.r.rvvv YYYyY 21-. w~L•YL-Lµ •L•L•LW VL.L-L•L.L. ~.L r ~LNL~L.L~L.4M•LfL•L•YL.Y ~L•L•~~ I ~••.•YL-YYYYYL.W4•.:Y~K.Y\-Yti.ML•YLr~~~1 r ~tij f .Yti~-Y •+L-L. J•J• ~ .I JY.r•!Y-J.lY.rY•hr.,I.r.J.lW.J.J. ti-Lw-L.L.L-a.L.L.L.tiLH•L• ' w f.r•f•IL WY h Lr•J•JYYY•r r f•rYY ! r r J•! F S i L. i 1 G r H orr `I l' I I 2 a r. 1 J _ I L 10 w g 7 Z K- B- L Slope % =Topsoil = ASTM C-33 : JyYLY = Clean aggregate = 4 in. sch. 40 pvc I' Cap Material sand filly; '/2 to 2 %2 in. dia. observation pipe Geotextile H Fabric rRy Yr. `•L yMYY K ;rte. Y F •Y L•L•YYYY4L •r•r•J•rYY•f D E Ft 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 V) 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 -3 of 1-_ Pressure Lateral Layout Two Laterals - End Manifold Threaded Cleanout Lateral Turn-up Plug Manifold M X - L Long Force Main f Sweep 90 / Bend P Lg0r Distribution Network S ecifications Pressure System Construction Lateral Diameter _ In. Manifold Diameter 2:- In. Laterals are constructed of Schedule 40 PVC Orifice Diameter In. pipe. Orifices are drilled perpendicular to X Orifice Spacing) ~f In. the pipe with a sharp drill bit and face down- Ft. Lateral turn-ups terminate with a threaded L (Lateral Length) M (Manifold Length) Ft. cleanout plug and are enclosed in a 6-8 inch Force Main Diameter Z In. diameter lawn sprinkler valve box accessible Force Main Length ZdV Ft. from finished grade. Grade :d 6-8 Inch Lawn Sprinkler Valve BOX Page L~ of 03/05 lgj i . Septic-Dose Tank Cross Section And Pump Performance Specifications Tank Manufacturer Pump Manuf m e- ~ Tank Model Number trv~ 6 Pump Model Number A.) 3 Total Tank Capacity 3 ~ Alarm Manufacturer PI S 4,5 Max. Bury Depth Alamo Model Number t, ✓ Switch Type G Filter Total Dymmnic Head (TDB -Feet J -S Filter Model Number j ' Elevation Head Distal Pressure E_~ Netwo rk Loss Minimum Pump Required Force Main Loss /V i@ 1 GPM, Ft TDH Total Qutia manhole Min. 4- Above Grade With Manhole Min. 4- Above Grade Locking Device., Inlet Manhole with Docking Device < 6" Below Grade Sealed Water iaht Securely Mould . weath«Lp~ T}~~~,~. Junction Box s Fund Grade Vent Min. 12" Disconnect Above Grade Means With Vent Cap } Outlet Filter --sy Inlet Ba$]e - bile A. '/s" < Switch Settings and Reserve Capacity Weep Tank Volume = GPI Hole Volume Gal. Dimension Inches (reserve) A 2 Off Elevation C ' tom) $ ~Ft Bottom (dose) C ; n < < r- < Elevation D D Total • : <>.:•.><>: accordance with the f in . bedded andbook, . GEC INSTALLATION: The septic!dose tank is the mauufacb=r may not manufac#~u~er's Product.approval specifications. A~Iaximum depth of bury as, sp_' device (padlock) i be exceeded without PIOT WOW- Manhole covets exposed to grade have an. effoctive locking fits' and installed, piping at the inlet and outlet is of approved material, connected to the tank with.watertiOt €orce is steed r 40 PVC to bridge the tonic wft The laid on stable soft toe vent sling or sag mgr VA and Comte 16.28. excavation and the.slemvils sealed watertight- .E ical:service . lptw. 5 of 02105 I,T TOTAL DYNAMIC HEAD/CAPACITY HEAD CAPACITY CURVE PER MINUTE EFFLUENT AND DEWATERING MODEL 152/153 MODEL i 152 153 ~UJ 50 Feet I Meters Gal. Liters I Gal. Liters 153 5 1.5 69 251 77 291 12 40 152 10 3.i 61 231 70 265 0 15 4.6 53 201 61 231 d _ Nil- 20 6.1 I 44 167 52 197 Z 8 30 25 7.6 34 129 1 ,42 I' 159 0 30 9.1 1 23 87 i 125 20 22 85--I ° 40 12.2 11 42 4~ 10 I Lack valve: 138.0 (11.6rn)144.0 Ft. (13.4m) oisws I 0 I 20 60 80 100 GALLONS LITERS I 80 160 240 320 6 1/4 3 27/52+--+T+-~ FLOW PER MINUTE 3 27/32 CONSULT FACTORY FOR SPECIAL APPLICATIONS i • Tinted dosing panels available. • Electrical alternators, for duplex systems, are available and supplied with a ' 3 27/32 I an alarm. I , • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Qwik-Box available for outdoor installations. See FM1420. • Over 130°F. (54°C.) special quotation required. i i 152J153 Series 12 '1/8 - L i 10153 MODELS Control Selection Model Yofts Ph Mode s S' ex Duplex I 5 1 /8 N152 115 1 Non 8.5 1 2 or 3 L-r BN152 115 1 Auto 8.5 Included 2 or 3 T - E152 230 1 Non 4.3 1 2 or 3 y SK2064 SE152 230 Auto 4.3 Indo:ied 2 or 3 U153 115 1 Non 10.5 1 2 or 3 8NI53 Its 1 Auoo to.s Included 2or3 SELECTION GUIDE E153 I 230 . 1 Non 5.3 1 2 or 3 BE153 230 1 Aub 5.3 Included 2or3 1. Single piggyback variable level float switch or double piggyback variable level float BE1 switch. Refer to FMO477. o 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. A& electrical and safety codes should be followed including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). or (4) float system. 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 Louisville, KY 40256-0347 Manufachrersof. . SCUP TO: 3649 Cane Run Road ® Louisville, KY 40211-1961 Quaurr Pir~PS ~/1BCE ~iJ.~d d PU1LI~' CO. (502) 778-2731 FAX (502)1 (SM PUMP 774-3624 hCpJ/wwwsoeUer cam © Copyright 2000 Zoeller Co. All rights reserved. l../ d POWTS OWNER'S MANUAL & MANAGEMENT PLAN Pa 8e__of FILEINFORMATION SYSTEM SPECIFICATIONS Owner Septic Tank Capacity Permit al ❑ NA Septic Tank Manufacturer NA DESIGN PARAMETERS Effluent Filter Manufacturer ` ❑ NA Number of Bedrooms p NA Effluent Filter Model ❑ NA Number of Commensal Units Pump: Tank Capacity al ❑ NA Estimated flow (average) aVdav Pump Tank Manufacturer NA Design fkniv (peak), (Estimated x 1.5) J~ aV Pump Manufacturer ❑ NA Soil Application Rate gaVday/W Pump Model Influent/Effluent Quardy Monthly average* Pretreatment Unit J a Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/GrSvel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD.) 420 mg/- ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 ❑ Disinfection ❑ Other. Manufactrurer Pretreated Effluent Quality Monthly average" Dispel Cell(s) Biochemical Oxygen Demand (BODS) 530 mg/1- ❑ In-ground (gravity) ❑ In-ground (pressurized) Total Suspended Solids (TSS) 530 mg/L ❑ At-grade -1,0-Pound Fecal Coliform (geometric mean) 51 o4 cfu/100m1 ❑ Drip-line ❑ er. Maximum Effluent Particle Size Y. diameter • s values typical for domestic (non-0ornmerdat) wastewater and septic tank effluent " Values typical for pretreated wastewater. MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every ❑ mon ear(s) (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and scum equals one-third (Y,) of tank volume Inspect dispersal cell(s) At least once every ❑ months---E'ycear(s) (Maximum 3 yrs.) Clean effluent filter At least once every ❑ months ear(s) Inspect pump, pump controls & alarm At least once every ❑ months A*ear(s) ❑ NA Flush latkrals and pressure test At least once every month ear(s) ❑ NA other At least once every ❑ months ❑ year(s) ❑ NA ce18f At least once every ❑ months ❑ year(s) ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS inspector, POWTS Maintainer Septage Servicing Operator. Tank inspections must include a visual Wgxx ion of the tank(s) to identify any missing or broken hardware, Identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or. ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of-effluent on the ground surface may indicate a failing condition and requires the Immediate notification of the local regulatory authority- When the combined accumulation of sludge and scum in any tank equals one-third (X) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing operator and disposed of in accordance with ch. NR 113, Wisconsin Administrative Code. The servicing of effluent filters, m nlcal or pressurized POWTS components, pretreattment components, and any other maintenance or monitoring at i rvals of 12 months or.Iess shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s)- If high conc&trations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. pop of START UP AND OPERATION acts or other Citefnrt;ais th`It For new construction, prior to use of the POWTS check b'eatrnent tank(s) for the presence of Pa nntingd Pfd the contents is h may impede the treatment process and/or damage the dispersal cell(s). If high; concentrations are have Of thO tank(s) removed by a septage servicing operator prior to use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. ewar will ble l During power outages pump tanks may fill above normal highwater levels. When power is restored me backup or surface excess Mrastdischarge of e will discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result the Operator prior to the To avoid this situation have the contents of the pump tank removed by a Septage the pump ids to restore normal levels effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating within the pump tank. the area within Do not drive or park vehicles over tanks dispersal are not drive or park over, or otherwise disturb or compact, 15 feet down slope of any mound at-grade OWT~: sut prolong tits; to fat: of fioum the P P drain Reduction or elimination of the following from the wastewater stream may improve the Qerfarrnance di and antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers, ' painting fond rain (sump pump) ater, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT shall be taken to insure that the system is propejty When the POWTS falls and/or is permanently taken out of service the following steps and safety abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code:. • Ail piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and property disposed of by a Septage ServickV Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a code complirp replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption systeim. u ed The replacement area should be protected from disturbance and compaction and should not be infringed am will result the nded setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement with the in for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Bailing advances in POWTS technologM a holding tank may be installed as a last resort to replace the failed POWTS. The site has not been evaluated.to Identify a suitable replacement area. Upon failure of the POWTS a soil and ye lat as must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may b instal last resort to replace the failed POWTS. Mound and at-grade soil absorption systems may be reconstructed in place fallowing removal of the biornat at the infiltrative s rface. Reconstructions Of such systems must comply with the rules in effect at that time. <<WARNiNG?> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE O~ A PERSON FROM THE INTERIOR OF A TANK MAY BE DIMCULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name i-- Name w Phone /7/ j - J~ Phone 1//J%-~ SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORfrY Name Name - Phone Phone This document was drafted in compliance With chapter SPS 383.22(2)(bX1)(d)&(t) and 383.54(1), (2) & (3), Wisconsin Admir+sbINve Code. W N a O~ N n • i i D~ Y I^ M v fl) I -CD cq o r L._.l S if i. co EO 0. < ; L m ° a N h m N i ~ f U ~ ~ I 3 ~ Q I i9 LL! C 3 o VS ~ I C~ CIA L. 1 I ST. CROIX COUNTY SEPTIC TANK MAINTENANCE .AGREEMENT AND OWNERSHIP CERTIFIC T10N FORM Owner/Buyer T L~--sr Ii ( Li-f Mailing Address _t_: Property Address /~vv (Verification required from Planning & Zoning Department for new construction.) City/State Parcel Identification Number 01Z_ 10 7~ 0 LEGAL DESCRIPTION Property Location %4 , L(.,j /a , Sec. 3 'I' z N R1 2.W, Town of - Subdivision 1?44 ~'n 2 "2 Certified Survey Map # _ 4 Volume , Page # _ Warranty Deed # Volume , Page Spec house yes no Lot line:; identifiable yes no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, ii needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system Owner maintenance responsibilities are specified in §Comm. 83.52(l) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zon ing Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspeciion and pumping (if necessary), the septic tank is less than 1 /3 full of sludge. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal systern with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completes[ and returned to the St. Croix County Plannutg & Zoning Department within 30 days ofthe three year expiration date. I/we certify that all statements on this fo are true to the best of my/our knowledge. I/we an/are the owner(s) of the property described above, by virtue of a warra deed recorded in Register of Deeds Office. N ber of bedrooms SIGNA 0_APPL_1 AN'T(S) DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) ~ a ffi ark? ~I~ ~ ~ ' y w U, Ill, 'ILE, °T *41 0 S2 T I _ 1 I. 4 =J x I 3F - t 71 I f cv 4 2 0 a I I ° p Q ~ € ~O LL~ oto a `+~f I I ~ I ~ ! C ~ 7 I e l I s, el ` I` b~ } bl yy jl ^ I 8 Y ~ # i ~ ICI gvi~ n .g 4 I -d4 I I I { - 023 gi Ala h CY) 1 - N A O „~p ~q 3 ~ I ( 11 ~ I ~ UJ I ( Q f~ h 4 ~ SOU SR~3 I~ ~ c Z 3 '-Ca w - ..-e - - o- 3 ow m i l ° I of ~ I i i s ri "I II~ u - I G H I s I I a I i } I A I k'e I l ^ 'I i ~ A.. x b I b - xG~ - - - o - i ~ I I I I I i r r _ sR t gin x + A. 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