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County: St. Croix Wisconsin D. - PRIVATE SEWAGE SYSTEM Safety and Building Divw,un Sanitary Permit No: INSPECTION REPORT 592216 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: 2884243 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: Creative Homes TOWN OF TROY 040-1318-00-044 CST BM Elev: 1 BM Elev: BM Description: 0 Section/Town/Range/Map No: W-Ov ( Gg1f' 11.28.19.2119 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. f4logs Septic } ~~b Benchmark Dosing Alt. BM Aeration , Bldg. Sewer / O J D~F Holding f St/Ht Inlet ` St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom v L?2• ` Dosing ~F~ CO Header/Man. Aeration Dist. Pipe Ci, Holding Bot. System C • PUMP/SIPHON INFORMATION Final Grade Manufacturer Demand St Cover . GPM 100. Model Number 4yv TDH Lift Friction Loss System Head TDH C/ Ft it G.~ a t 5 u ~r `~3 ilOtJ / Forcemain Len h 1 Dia t, Dist. to Well SOIL ABSORPTION SYSTEM BEDENSIONS rf/ S Width Length No. Of Trenche PIT DIMENSIONS No. Of P Inside Dia. Liquid D DIMENSIO SETBACK SYSTEM TO P/L BLDG WELL LAKE/ST AM CHLEACHING AMBER OR Manufacturer: INFORMATION Type Of System ! W1 t UNIT Model Number: U (>?(9 DISTRIBUTION SYSTEM )am I Header/Manifold t, Distribution x Hole Size x Hole Spacing Ixt to ~Air I~nt+akke~ / Pipe( 1, Length Dia 14 LengtT Dia Spacing J SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over / TBed/Trench Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Edges Topsoil yes E] Noes No 10 1 COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: cb,?j'/17 J~ Location: 708 CREST CURVE ~ ~ ~60111 ~~,q/I'-- 1.) Alt BM Description ~ • rCAht~ _ 2.) Bldg sewer length = ~/6 t pow i /t f n _~;L - amount of cover YV L l Plan revision Required? ❑ Yes No Jul Use other side for additional informati Cert. No. Date IrInsepcitorr'sSi ture SBD-6710 (R.3/97) f?V-F4 `4a,v C .e COtIIfty c:.,..~r r 1 ti ~R Safety and Buildings Division;'.` C~ t fl _t, K 201 W. Washington Ave., P.O. Box 7162 Sanitary permit Number (to be filled in by Co.) s ( Madison, Wl 53707-7162 /n 7 1 Sanitary PerARFApplication tateTransactionNumber Z /s Z 5 In accordance with SPS 38321(2), Wis. Adm Code, submission of this form to the appropriate governmental unit . required prior to obtaining a sanitary permit Note: Application forms for stare-owned POVJTS 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 Privacy Law, s. 15.04(1 m), Stats. ? 7 L Application Information - Please Print All Informs ' f L ! Property Owner's Name / Parcel # Property Owners Mailing Address Property Location ,7 ? k L~ ( Govt Lot city; State Zip Code Phone Number/`. y. Section le o 1rc U Type of Baildi eck all that apply c LorV, T N; R 4 `T E W or 2 Family Dwelling-Number of Bedroo Subdivi§on N e Blo Public/Commercial - Describe Use 0- % ♦ ❑ City of ❑ State Owned - Describe Use CSM Number ❑ Village of r ATown of 7/5 III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A_ System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) I B- ❑ Permit Renewal emit Revision ❑ Change of-PI umbez ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner ~I IV. Type ofPOWTS System/Component/Device: Check all that a 1 D , ❑ Non-Pressurized In-Ground ❑ Pressurized in-Ground 11 At-Grade Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitabl it ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis rsai/Treat ent Area Information: /D~eszgn Flow (gpd) Designsl/Application f) Dispersalkrea Requir Dispersal Area P Svst Elevation / i VL Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units o o J v New Tanks Existing Tasks Septic or Holding Tank Dosing Chamber VI1. Responsibility Statee "men the undersigned, a e esponsibility for installation of the POWTS shown on the attached plans. Pl's Name (Print} Pl afore MP/MPRS Number Buses,one~I er / Plumber's Address (Street, City; S Zip VIII ountv/De artment Use Only Approved ~enRewoti D' ere Permit Fee Date sued Issuing t Signature for Den $ / Q V ! ~ 7 al ~ L4-~~--il Ix Conditiel ' asons for Disapproval n- n 1. Sept, tank, 6itlt r. n, iilte n i 3 J"li~ I OQL~. r ` e-V w4wervl,i cell rust all be s c s ' ro~ itG ec 1_ _ IL AA _ - J 1 as per.rtarggement plan ofc, rtoe,i by Nlu;nbe;. ~1 ~ d~ ~ t.~.~♦ An M0.`Y r1 2. AH s~Tei,e.,lu.v~ervrim mt.rst eni as pa Vpk4tY1$ rndi- / c,rdinano ~ Attach to complete places for the system and submit to the Co ty only on papernot less than m z I1 inches in size SBD-6398 (R. I1/11) System PLOT PLAN PROJECT Creative Homes ADDRESS 707 Commerce Drive Suite 410 Woodburv Mn 55125 NW 1/4 NW 1/4S 11 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX SYSTEM ELEVATION 98.3' DATE 2/12/17 BEDROOM 4 CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 MOUND XXX SEPTIC TANK SIZE HOLDING TANK SIZE LOAD RATE 1 .0 ABSORPTION AREA 600 # of chambers BENCHMARK V.R.P. Top of septic tank cover ASSUME ELEVATION 100° Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. same as benchmark Property Line Scale =1/4" = 10' B-2 10% Slope 97.3 Area 15' below system is to remain -,,_-~•Grading is t i undisturbed o divert ru - o away from B-3 sy em Pro 4 Bedroom B-1 Huffcutt Combo House Property Line B.M.* Well is to meet all WDNR setbacks Crest Curve k • xqDIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL STE 150 GREEN BAY WI 54304-5211 D~ Contact Through Relay 0, P http://dsps.wi.gov/programs/industry-services 1 www.wisconsin.gov ~ SSION,Scott Walker, Governor Laura Gutierrez, Secretary February 27, 2017 CUST ID No. 226900 ATTN: POWTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING INC ST CROIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD ---t NEW RICHMOND WI 54017-6409 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 02/27/2019 Identification Numbers Transaction ID No. 2911825 SITE: Site ID No. 812594 Creative Homes Please refer to both identification numbers, 708 Crest Curve above, in all correspondence with the agency. Town of Troy St Croix County NW1/4, NW1/4, S11, T28N, R19W FOR: Description: Mound System (4 Bedrooms - New Construction) (revised mound location to the Northwest corner of the parcel) Object Type: POWTS Component Manual Regulated Object ID No.: 1535673 Revision; Maintenance required; 600 GPD Flow rate; 24 in Soil minimum depth 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: • 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 rollin_a soil sample between the hands. If it rolls into a 1/4- inch wire, SHAUN R BIRD Page 2 2/27/2017 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) • 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 serviciniz pad is located 2. The bottom of the tank is located more than 150 feet horizontally from where the servicing pad is located. • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacture' • Verify property line(s) prior to installation • Pump Floats to be set and verified per apprweu pI ian. anti cnant2rs rear result Ili pwnp ►°esizMU 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 around 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 $ 85.00 This Amount Will Be Invoiced. ,tim ~ttr /r &eal 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.vanderleestCwisconsin.gov SHAUN R BIRD Page 2 2127/2017 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) • 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. • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacture's recommendations. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per approved plan Anv changes may result in pump resizin2 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 around 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 S 85.00 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 Cover Page Shaun Bird Bird Plumbing Inc. ° AND ,VICES 1432 120th St. „ New Richmond Wi 54017 715-246-4516 / D Date: 1/12/17 Owner:Creative Homes Location: NW 1/4 NW1/4 S11 T28 N,R19 W 708 Crest Curve 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 Specifications and cross section Attachments: Soil Tbst Shaun Bird Signature License numb 22'6900 Page 1 of 9 System PLOT PLAN PROJECT Creative Homes ADDRESS 707 Commerce Drive Suite 410 Woodburv Mn 55125 NW 1/4 NW 1/4S 11 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX SYSTEM ELEVATION 98.3' DATE 2/12/17 BEDROOM 4 CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1 .0 ABSORPTION AREA 600 # of chambers BENCHMARK V.R.P. Top of septic tank cover ASSUME ELEVATION 100' Filter Lifetime Filter ❑ BOREHOLE O WELL *H_R.P. same as benchmark Property Line Scale =1/4" = 10' B-2 10% Slope 97'3 Area 15' below system is to remain Grading is to be undisturbed done to divert run- off away from B-3 system Pro 4 Bedroom B-1 Huffcutt Combo House Property Line B.M.* Well is to meet all WDNR setbacks Crest Curve Mound System Cross Section and Plan View Dimension Feet A c J i B i r l i D V J:J:J:i:J:1:J: L1~1.J~1'~f1f~f-•?~d~f f I f f.f. 1 L L .L.L.L.L.L.L.L: .L Y •-1M11L1L1LrS.jLfLrL.L1LIL.L~I.L.L.LIL~LrLfyf. f~tLf~l~fLfil1fM1fityt~f.lif. t1l.f.t.l.f:fyf:r:r:f A r r,:t:,:,:1 ti...~...:~. t t LtrrL f I Lt fLy.y~Lyt~f f f i E •.fM1l•f•f• '•Lf.fLfM1f•f1d11•f-ILj'.rti.1: fti:1:4~1.1.•1• fyf••f f•ftit?fylyf fLl•ItJ t1f.t:l:f] ~ M f~l( - .t•f•l:t~•l:t~f:Itiltil:Itit:ltilljtifL~Vtir4.1:1:1.1r1:ti:ti.ti.ti.L.L.1 L•L.L.1.L•L.L.L.L•L.L.L.L~ ~(.1:L•ti•L•~~1~ ',f-- •L•L•L•L•L•L•L•L•L.L•L•L•L•L• J l l I l l t l t f f l f•t•J•f 1 l•r•t•r•t• t. t• •r~f~f•J•f•t•f•f•f•f. ti•L•L•L•L•L•L•L•L•L•L•L L•L• L~Li1~ 1• f f•I i•i•iti:• f•f•f•I•f.l•I I•f•f•f•f.f•f•f•J•f•t•f•f IyfLfLfLfLfLfM1 L L L L• ti~ L•L•L•ti•L L L N 1 W t.f•f.f.l.l.l.f.f.t.l.f.f.f.f.,.f.l.f F 1 S~ c. G Z i H ~v I I 3 ~i J t i K 01 W K B 1 -T Z L Slope% - = Topsoil ial Ei!ij i j i ASTM C-33 Ca -Clean aggregate = 4 in. sch. 40 pvc p Mater sand fill /2 to 2 /2 in. dia. Q observation pipe Geotextile G H Fabric ~r,: Yrr f4?1l y!•J• fit•l• ~ ~ rt D E: Plowed Surface • Ft Contour 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'/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 Q~ of Pressure Lateral Layout Two Laterals - End Manifold 4 Threaded Cleanout Lateral Turn-up ► Plug Manifold M L Long Force Main Sweep 90 Bend Distribution Network Specifications Pressure System Construction Lateral Diameter Z In. Manifold Diameter In. Laterals are constructed of Schedule 40 PVC Orifice Diameter In. pipe. Orifices are drilled perpendicular to X Orifice Spacing) o? _ In. the pipe with a sharp drill bit and face down. L (Lateral Length) Ft. Lateral turn-ups terminate with a threaded M (Manifold Len ) Ft. cleanout plug and are enclosed in a 6-8 inch Force Main Diameter Z In. diameter lawn sprinkler valve box accessible Force Main Len G Ft. from finished grade. • • • • • Grade 0 -7 6-8 Inch Lawn Sprinkler Valve Box L Page 1 of 03/05 19j I ,Septic-Dose Wank Cross Section And Pump Performance Specifications Tank Mauuf icturer Pump ManuWairer c~ - Tank Model Number SU ,I ~;O Pump Model Number Total Tank Capacity /01,, s Alarm Manu&cturer U . Max. Bury Depth Alarm Model Number Switch Type ~l Filter Manufacturer Lt ,,_rz Total Dynamic Head (TDH) - Feet Filter Model Number j " Elevation Head 1 L7 Distal Pressure , Network Loss , / Minimum Pump Performance Required Force Main Loss GPM Ft TDH Total tz' `-7 Outlet Manhole lain. 4" Above Grade With Looking Device. Inlet Manhole . Ie Min. 4" Above Grade < 6" Below Grade Sealed Watertight Sec;WMounted With Locking Device Weather-proof Finished Junction Boat ii inished Grade ~ rw Vent Min. 12" Disconnect Above Grade Means With Vent Cap Outlet Filter -~i Inlet ter. hnlet Baffle - Switch Set*p and Reserve Capacity A Weep Tank Volume = GPI Hole Dimension: Inches Volume Gal. B (reserve) A , S J~ S ; {alarm) B : 2 > Off Elevation C {dose} C Ft _ Bottom (dead) D 3 D E,ovation Ft ' ' Total S~ 76-) 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 ihe manufacturer may not be exceeded without prior. $pproval. Manhole covers exposed to grade have an effective locking device (padlock) at the inlet and outlet is of approved material, connected to the tank with, wat~i& fittings, and installed. Piping laid on stable soil to Ixevent seining or sagging. The force main is sleeved with 4- Sch. 40 PVC to bridge the tank excavation and the sleeve. is sealed watert[gltt. Electrjcal wvice complies with NEC 300 and Comm 16.28. Page of 02/05 U TOTAL DYNAMIC HEAD/CAPACITY HEAD CAPACITY CURVE PER MINUTE EFFLUENT AND DEWATERING C, MODEL 152/153 r- W w MODEL i i52 153 50 Feet ! Meters GoL ! Liters ! Gol. , Liters 153 5 1.5 59 1 261 77 291 12 40 152 0 ' 3.i bl 231 I 70 265 in 15 4.66 53 201 61 231 a i 20 6.? 44 167 l 52 197 30 8 25 7.6 34 129 42 159 0 30 9.1 ! 23 87 33 125 Q 20 35 1 C. % - - 2 2 85 ° 40-1 12.2 11 42 4 10 Lock Voive: X33.0 =i. (11.F- 44.0 Ft. (114m) 014508 0 20 4 60 80 100 GALLONS LITERS 0 80 160 240 320 3 27/32 - ---^j~-* e 1/4 5/8 FLOW PER MINUTE 7/32 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Timed dosing panels available. OO 3 Zi/32 Electrical alternators, for duplex systems, are available and supplied with I T an alarm. • 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. I • Sealed Qwik-Box available for outdoor installations. See FM 1420. • Over 130°F. (54°C.) special quotation required. f 150153 Series 12 1; 5 4 152x153 MODELS Control Selection I I rdodel Votts-Ph Mode Amps Simplex Duplex I 5 1/0 N152 115 1 Non 9.5 i 2or3 i BN152 115 1 Auto 8.5 Included 2 or 3 ! E152 730 1 Non 4.3 1 2 or 3 f d L sKZOSs BE152 230 11 Auto 4.3 lnclu;ed 2 or 3 N153 115 1 Non 10.5 1 I 2,3 BN153 115 1 Auto 10.5 Inch ed 2 or 3 SELECTION GUIDE E153 I BE15323 230 0 1 1 ANonuto 55.3 .3 1 Included 2 2oror33 1. Single piggyback variable level float switch or double piggyback variable level float E1 switch. Refer to FM0477. o CAUTION 2. See FM0712 for correct model of Electrical Attemator E-Pak. Ali 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 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 Y Lousville, KY 40256-0347 Manufachxersot . lL/ SHIP 70: 3649 Cane Run Road q ® Louisville, KY 40211-1961 Q/TY ~UL1PS wCf ~~cl~ u AL/MP !O. fZ1 778-2731 - 1 FAX (502) 77403624 PUMP hitpJ/wwwzoeJler.com © Copyright 2000 Zoeller Co. All rights reserved. rr? POWTS OWNER'S MANUAL Sr MANAGEMENT PLAN Page -of FILEZNFORMATION SYSTEM SPECIFICATIONS Owner C Septic Tank Capacity S S~ al ❑ NA Permit Septic Tank Manufacturer ~ NA DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA Number of Commercial Units 'tiNA Pump Tank Capacity j al ❑ NA Estimated flow (average) f ayda Pump Tank Manufacturer p NA Design flow (peak), (Estimated x 1.5) CA avd Pump Manufacturer p NA Soil Application Rate aVda /ft2 Pump Model ❑ NA Influent/Effluent Quality Monthly average' Pretreatment Unit Fats, Oil & Grease (FOG) S30 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter Bbodmmkcal Oxygen Demand (BODS) 5220 mg/L ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 m /L ❑ Disinfection ❑ Other. Manufacturer Pretreated Effluent Quality 19f NA Monthly average" Dispersal Cell(s) Biochemical Oxygen Demand (BODS) 530 mg/L ❑ In-ground (gravity) ❑ In-ground (pressurized) Total Suspended Solids (TSS) 530 mg/L ❑ At-grade X Mound Fecal Coliform (geometric mean) 510' cfu/100m1 ❑ Drip-line / ETOther: Maximum Effluent Particle Size Y. inch diameter values typical for domestic (non-commercial) 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 ❑ months 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 ear(s) (Maximum 3 yrs.) Clean effluent filter At least once every ❑ months ear(s) Inspect pump, pump controls & alarm At least once every ❑ months ea s) ❑ NA Flush laterals and pressure test At least once every ❑ months year(s) ❑ NA Other. At least once every ❑ months ❑ year(s) ❑ NA 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 inspection 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 (Y,) 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"ncal or pressurized POWTS components, pretreattment components, and any other maintenance or monitoring at irltervals of 12 months or less shall be performed by a certified POWTS Maintainer. A serAcg 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 conc6tatrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. page of START UP AND OPERATION chemicals th~lt For new construction, prior to use of the POWTS check treatment tank(s) for the presence painting e ~ects or ore oththeer contents of thlt may impede the treatment process and/or damage the dispersal cell(s). -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. wastewater will ble During power outages pump tanks may fill above normal highwateT levels. When power is restored the excess over to the restating P of effluenlt. Opbackup erator or sor urface discharged to the dispersal cell(s) in one large dose, overloading toheecd elbly sa and a may result in the To avoid this situation love the contents of the pump tank re controls to restore normal levels effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump within the pump tank. the area within Do not drive or park vehicles over tanks and dispersal ceils. Do not drive or park over, or otherwise disturb or compact, 15 feet down slope of any mound or at-grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POVM: antibiotics; baby wipes, cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting producils, pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is prope y 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 properly disposed of by a Septage Servicing 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 POWi'S fails and cannot be repaired the following measures have been, or must be taken, to provide a code compii-o replacement system. Cl 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 wilt result in the neled The replacement area shop fob tructure, lot lies arand wells. dFai u e to protect compaction setbacks from existing and proposed s must comply with the rule:i in for a new soil and site evaluation to establish a suitable replacement area. Replacement systems effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology 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 site evaluation ust be performed to locate a suitable replacement area. If no replacement area Is available a holding tank may be installed) as last resort to replace the failed POWTS. Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative urface. 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 40T ENTER A SEPTIC, PUMP OR OTHER TANK MAY BE DIFFICULT OR IMPOSSIBLE. CIRCUMSTANCES. DEATH MAY RESULT. RESCUE O~ A PERSON FROM THE INTERIOR OF A ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER c Name 17z-) Name ~ E , Phone j , / Phone SEPTAGE SERVICING OPERATO PUMPER LOCAL REGULATOR AUTHOR , Name , B E Name _ 1 Phone ~J Phone 383.22(2)tbX1)(d)&(f) and 383.54(1), (2) & (3), Wisconsin Administrative Code, This document was drafted in compliance with chapter SPS a 4 P { =I/ 1_ 111 { 1 Ijl# f 1 t 1 ~li~n3 i Q i 4L, o e m r <'15 t Oa o u? N y N C b C G Z 3 ~ Q LU ~ I f i C\l I 1 i Wisconsin Department of ComrYierce SOIL EVALUATION REPURT Page of Division of Safety and Buildings. in acco with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must 2 3 ~ . include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. _ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. q Please print all information. Review y Date q / Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). LZ4 Property Owner Property Location 9 "0~ Govt. Lot AAJ 1 /4 /4 T -Y N R E (or Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# City State Zip (;ode Phone Number ❑ City / ❑ Village )KIIT lest Road , '-0-j New Construdi UsqA;1:1Residentia1 / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or ce meraal - Dipscribe: Parent material i Flood Plain elevation if applicable ft General comments and recommendations: System Type //f(f vL./ System Elevation Boring # Boring © ® Pit Ground surface elev. L7 ft. Depth to limiting factor- in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Boring Boring # 9 1 pit Ground surface elev. ✓ ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 AY 4/5' Effluent #1 = BOO. > 30 < 220 mg/L and TSS >30 < 150 ' Effluent #2 = BOD, < 30 axA and TSS < 30 mg/L CST Name (Please Print) S . CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 54017 - 715-246-4516 Property Owner _ Parcel ID # Page of Boring # ❑ Boring Pit Ground surface elev.- ft. Depth to limiting factor g2 -in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Efff/#11 'Eff#2 1 0-10 JQ.,_ -21 Z y ,mac I F-1 Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ❑ Boring F-1 Boring # Ground surface elev. ft. Depth to limiting factor Pit in. ❑ Soil Application Rate Horizon 7epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (8.6/00) ProPerty Owner Parcel ID # Page of Boring # ❑ Boring Pit Ground surface elev. • 0 ft. Depth to limiting factor 6~--~~ / - in. Horizon Sod ication Rate Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •E ° (o Z LO -72.5' Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Hormon th DominantCol Soil ication Rate Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. •Efl#1 'Eff#2 F-I Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Sor7 loation Rate 'lepth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. •Eff#1 •Eff#2 Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg& ' Effluent #2 = BODS < 30 nut and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-2648777. SOD-8330 (RA=) a~ Soil Test Plot Ian _ Project Name Creative Homes / Shaun Address 707 Commerce Drive Suite 410 Woodbury Mn 55125 J' CSTM #226900 Lot 44 Subdivision Hills of Troy Date 2/12/17 N W 1/4 N W 1/4S 1 1 T 28 N/R19 W Township Troy ❑ Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Septic Tank cover System Elevation 98.3' *HRPSame as Benchmark Property Line Scale =1/4" = 10' 1.5 Acre Lot B-2 10% Slope B-3 B-1 Pro 4 95' Bedroom Huffcutt Combo House Property Line 96' 97' 98' B.M.* Crest Curve ~p W Safety and Buildings Division 8 < r ,l t ( 0 1 201 W. Washington Ave., P.O. B Y 162 Sanitary Permit Number (to be filled in by Co.) Madison, W! 53707-71 5." F CROIX COUNTY ransaction Number Sanitary Permit Application , 41/ In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit La ! ` is required prior to obtaining a sanitary permit Note: Application forms for state-owned POWTS are submitted to roject 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 Privacy Law, s. 15. 1) m), Stats. J t ✓ 1 L Application Information - Please Print All Infor J Property Owner's Name / Parcel i i t Property Owmer-s Mailing Address Property Location ' CI rJ i l;,• f, ,t ~ ~ b 'r .4 - Govt Lot rt3> State Zip Code Phone Number f j yl - Section A `N X i rte' ? a f' (v ele on) T E II. Type of Building (checkll hat app N; R or 2 Family Dwelling-Number of Bedr ms Z Subdivision Name qL l~~ Block ❑ Public)Commercial -Describe Use O ❑ City of ❑ State Owned - Descr* Use / CSM Number ❑ Village of Town of l ~7 0 III- Type of Permit: (Check only one box on line A. Complete line B if ap lieu e) % A. A- S stem ❑ Re lacement System eatmentlHold nng_ Tank R I ent V Only El Other Modification to Existing System (explain) B. Permit Renewal >ERevision Change of Plum P it Transfer to New List Previous Permit Number and Date Issued Be o Expiration er IV. T e ofPOR'TS System/Component/Device: Non-Pressurized In-Ground ❑ Pressurized In-Ground de Mound > 24 in. of suitable soil Mound < 24 in_ of suitable soil ❑ Holding Tank ❑ Otb Dispersal Component (explain) NIT ❑ Pretreatrnen ice (explain) V. Dis ersal/Treat nt Area Information: Design Flow (gpd) Design Soil Application e(gpdsf) Dispersal Area Requir sf) Dispersal Area Propos (s System Elevation VL Tank Info Capacity in Total # of Manufacturer- Gallons Gallons Units New Tanks ExL;tmg Tanks o v s m w Septic or Holding Tank Dosing Chamber, i•~,~ LAA0 VII. Responsibility State n 4th e undersign u responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) um " 's Ignature MP/MPRS Number Business Phone Number Plumber's Address (Street City: te> dip J VIH,County/Department Use Only ' Approved Di Permit Fee Da Issu Issuing . Signature ~ ❑ iven Reason for Denial DL Condltions.for Dis pproval 11/1 °11. «A l Id bttI~ ~n.ovw.Lo tn~ , *n ww" +~~trtr;fe ~ n Attacb to complete plans for the system and submit tq the County o0 M paper not less than 8 121 11 io es in Sim n SBD-6398 (R- 1I/11) axe- i PLOT PLAN PROJECT Creative Homes ADDRESS 707 Commerce Drive Suite 410 Woodburv Mn 55125 NW 1/4 NW 1/4S 11 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX SYSTEM ELEVATION 1061.0 2' sand lift! 12/23/16 DATE BEDROOM 4 CONVENTIONAL IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE 765 HOLDING TANK SIZE LOAD RATE 1 .0 ABSORPTION AREA 456 # of chambers none BENCHMARK V.R.P. Top of spike in ground ASSUME ELEVATION 1061.76'Filter Lifetime Filter ❑ BOREHOLE O WELL *H.R.P. Same as Benchmark All piping shall be ASTM SDR 30/34, within 13% Slope 10' of tank, piping shall be ASTM F891 1056' B -1 0 9 D ❑ toi,y1058 105`, -274, 1060' 322' Property Line B-109B '7' -A2 H c tt Combo B-109A a B.M.* Area 15' below syste' to Not to be used for design purposes remain undisturbed and outside of 8stem area B-109C Pro 3 Tank is to be provided Bedroom with lockdown covers House with approved warning labels Well is to meet all Grading is to be WDNR Setbacks done to divert run- off away from system 1/4" = 10' Scale 1.5 Acre Lot 340' Property Line Crest Curve 1 n n o~rRT±`F.Uf DIVISION OF INDUSTRY SERVICES o, s ea e 2331 SAN LUIS PL STE 150 s y t + b. GREEN BAY WI 54304-5211 0 .fit E E . ~3l } Q Contact Through Relay Q! http://dsps.wi.gov/programs/industry-services S www.wisconsin.gov \kOFZSSroN~ti~~ Scott Walker, Governor Dave Ross, Secretary January 05, 2017 CUST ID No. 226900 ATT POYVTS Inspector SHAUN R BIRD ZONING OFFICE BIRD PLUMBING INC ST CROIX COUNTY SPLA 1432 120TH ST 1101 CARMICHAEL RD NEW RICHN10ND WI 54017-6409 HUDSON WI 54016-7708 CONDITIONAL APPROVAL - PLAN APPROVAL EXPIRES: 01/05/2019 Identification Numbers _ Transaction ID No. 2884243 SITE: Site ID No. 812594 Creative Homes Please refer to both identification numbers, 708 Crest Curve above, in all cerres ondence with the agency. Town of Troy St Croix County NW 1/4, NW1/4, SI I, T28N, RI 9W FOR: Description: Mound System (4 Bedrooms - Yew Construction) Object Type: POWTS Component Manual Regulated Object ID No.: 1535673 Revision; Maintenance required; 600 GPD Flow rate, 14 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/0 1, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-I0706-P (N.01/O1, 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 pump---d 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 1/5/2017 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 recommendatior; • Verify property line(s) prior to installation. • Pump Floats to be set and verified per approved plan Anv changes may result in pump resizin2 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 cons truction/installation/op eration. 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 $ 85.00 4"~-z G 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, Monday - Friday 6 am To 3:30 pm WiSMART code: 7633 tim_vander] eestruwisconsin_aov