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HomeMy WebLinkAbout040-1303-00-060 epartment of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Building Division INSPECTION REPORT Sanitary Permit No: 597447 JERAL INFORMATION (ATTACH TO PERMIT) state Plan ID No: 2978755 tonal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] City Village Township 040-1303-00-060 ermit Holder's Name: Parcel Tax No OY OEVERING HOMES TOWN O Section/Town/Range/Map No CST BM Elev: Insp. BM Elev: BM Description: 11 F TROY 22.28.19.1795 TANK INFORMATION ELEVATION DATA CAPACITY STATION BS HI FS ELEV. TYPE MANUFACTURER ~ eptic Benchmark n N Dosing Alt. BM La C f' Bldg. Sewer )C l of . l~f ~ 4 L~? SUHt Inlet ° Holding St/Ht Outlet TANK SETBACK INFORMATION TANK TO Pll?, WELL BLDG. Vent to Air Intake ROAD Dt Inlet Dt Bottom Septic `7 Header/Man. 11 Dosing J • ~ Dist. Pipe Aerat}orr Bot. System 14 9 Holding - Final Grade PUMPISIPHON INFORMATION Manufacturer y, Demand St Couec/ GPM Model Number Ft IDI TDH Lift Friction Loss Syster ylea T J t If, Forcemain Length, I Dia. D . to Well T' 11 / r`-, SOIL ABSORPTION SYSTEM No. Of Trenches PIT DIMENS No. Of Pits Inside Dia. Liquid Dep BED/TRENCH Width n a Lengths DIMENSIONS ✓ ' LAKE REAM LEACHING Manufacturer SETBACK SYSTEM TO P/L BLDG WELL CHAMBER INFORMATION Type Of S to r f ' UNIT Model Number: DISTRIBUTION SYSTEM ti , > t r ~t x Hole Spacing Vent to Air Intake Header/Manifold Distribution x Hole Size-) -p Pipe(s) Length~ia Length ~ Dia Spacing + ~ SOIL COVER x Pressure Systems Only xx Mound Or At-Gr d xsseeded SOod Only xx Mulched Bed/Trench Center Depth Over xx Depth of / Depth Over Bed /Trench Edges Topsoil '1// V [i No No / J - Inspection #1: ff(~~~I Inspection #2: COMMENTS: (Include code discrepencies, persons present, etc.) Location: 211 WALNUT HILL WAY yy 1.) Alt BM Description 2.) Bldg sewer length = r J~ , t r 1.1 J Q~ (4- ire. LPG - amount of cover = it Ian revision Required? n, Yes, No `e other side for additional information. IIL Cert. No. Daf Insepcto 's Signatur -6710 (R.3/97) m T County y ,2 1 Safety and Buildings Division G ` 09 10 i 201 W. Washington Ave., P.O. Box 7162 Sani tary Permit Number (to be filled in by Co.) r P ? Ma i n, Wl 53707-7162 =,z: S 1u1~1 tY C71XCiC) ~ - 1'C`l C)MLOPMENT _ l 7' 1 Sanitary Perm. 2AC4Z087SPFFC Stat e Transaction Number In accordance with SPS 38321(2), Wis. Adm Code, submission of this form to the appropnau ems. , W___tal unit 3~►0%3~f is required prior to obtaining a sanitary permit Note: Application forms for state-owned POWTS 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 secondarl purposes in accordance with the Priv Law, s. 15.04(1 xm), Stats. l t 1. Application Information - Please Print All information a 6 ` (.UC Property Owner's Name Par=I# / 1 " ELI U -1163-00 -0096 X:-- Property Owner's Mailing Addr. s Property Location 1a.~ q 1.. 6C j fin Lot G City, Stare Zip Code BPhone Number ` rf y., Section 2 Iq(~/J ~~,(i(Jf ircle eT T N; R or W II. Type of Building (check all that apply) -7 ~ Lot # or 2 Family Dwelling -Number of Bedrooms ~ / Subdivision N e r lock . V ❑ Public/Commercial - Describe Use 0 City of 0 State Owned - Describe Use CSM Number 0 Village of own of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) AA Sysrem 0 Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. 0 Permit Renewal ision 0 Change of Plumber 0 Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner IV. Type of POWTS S stem/Com onent/Device: Check all that a 1 Non-Pressurized In-Ground El Pressurized In-Ground 0 At-Grade yimd > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank 0 Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dispersal/Treatment Area Information: Desi Flow (gpd) Design Soil Application Rate(gpdsf) Dispe •al~Area Required (sf) Dispers Area Pr System :y Elevation / (q - VL Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units /r New Tanks Existing Tanta J 4 0 - 0 r Its'!. ~ U v y U in ' Lo L LA -A I m Septic or Holding Tank V`-1 Dosing Chamber i VII. Responsibility Statement- 1, the undersigned, ass responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber' i ature MP/MPRS Number Business Phone Number P uplber's dress (Street, City State, Zip VIII. Countv/De artment Use Only pproved roved Pe i_ + D ate Issued isuing grit Signatrue / 0 Owner Giv or Denial ' 1 L_ IX. Conditions o easons for Disapproval J2 ) &"lh6C/,0kAt6 for P' SYSTEM OWNER: 6`' r`e"► 6w&,t Oww 1. Septic tank, effluent filter and '~'"~at""~tMC►u~ dispersal cell must be serviced / maintained C+J G-J tjM S*oje A rya ~M, as per management plan provided by plumber. ('T*OV~ l-o61t1' a►s. ►r. Etke# 2. All setback requirenat ea ZE~ a and submit to the County only on paper not less than 8 1(2 z 11 inches in size as per applicable code/ordinances. ' SBD-6398 (R. 11/11) /pR DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL STE 150 ,P"/, l ~y GREEN BAY WI 54304-5211 3i I ® ~ Contact Through Relay http://dsps.wi.gov/programs/industry-services t w www.wisconsin.gov ~'FssroN~ti Scott Walker, Governor Laura Gutierrez, Secretary October 04, 2017 i I-0 t` t: tv_R 5 1(D' CUST ID No. 226900 ATTN: POWTS Inspector - ZONING OFFICE SHAUN R BIRD ST CROIX COUNTY SPIA 1432 120TH ST 1101 CAR-MICHAEL RD NEW RICHMOND WI 54017-6409 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/04/2019 identification Numbers Transaction ID No. 3001399 SITE: Site ID No. 841287 Oeverinj! Homes Please refer to both identification numbers, 211 Walnut Hill Way above, in all correspondence with the agency. Town of Troy St Croix County SETA, SETA, S22, T28N, R19W Lot: 60, Subdivision: Walnut Hill Farm FOR: Description: Mound System (3 Bedrooms - New Construction) - Revision Object Type: POWTS Component Manual Regulated Object ID No.: 1720848 Revision; Maintenance required; 450 GPD Flow rate; 24 in Soil minimum depth to limiting factor from orillinal 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 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. SHAUN R BIRD Page 2 10/4/2017 • 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(I)(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 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 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. When You Receive That Invoice, Tim Please Include a Copy With Your Vander Leest Payment Submittal. Private Sewage Plan Reviewer, Division of Industry Services Wyment S code: (920)492-2214 , Monday - Friday 6 am To 3:30 pm tim.vanderleestC(t)wisconsin.gov Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 715-246-4516 r Date: 9/10/17 Owner:Oevering Homes Location: SE1/4 SE1/4 S22 T28 N,R19W 211 Walnut Hill Way 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 Test Shaun Bir400 Signature License nPage 1 of 9 -)LP 1 3 2. PROJECT Oeverina Homes System PLOT PLAN ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 SE i/4 SE 1/4S 22 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX SYSTEM ELEVATION 105.0' 9/10/17 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 steel fence post ❑ ASSUME ELEVATION 100' Filter Lifetime Filter BOREHOLE O WELL *H,R. P. same as benchmark Walnut Hill Way Scale = 1/4" = 10' 1 Acre Lot Well is to meet all WDNR setbacks Property Line Ct J°.~.~ P, c•t , ~4 Grading is to be done to divert run-off away from system Pro 3 Bedroom B-3 105' House 104' _ 103' 102, Huffcutt Combo Tank B-2 B-1 10% Slope Tank is to be properly bedded and provided with lockdown Area 15' below system is covers with approved warning to remain undisturbed labels ~B.M.* 305' Property Line Mound System Cross Section and Plan View ♦ - - - Dimension Feet A B 5 7 .tY•FY,VYLKK•L.YY•••,•LK•L•Y,.4•v,.,. Y•M•f.hf•f•fY•1Y.Y.f.fYYitf l nj,r4•vL•,.4.LKK.,K.,.4.,.4.4.4-- ~::I D fY A -~•,-L.4.4.YL.rn-,.4.,.,.L•rK.L..Lr .4. f.r.r•r•f.f..vr. •L•,-L.vL.,-_ •f•fWf•f•fYY•.••fY•f•f•fYWfL LK•4.,•vYL.,•Y4.4K•vL.L•4f.fti,YY'f•'-'fY : Y4.f•4yy,f0.KfK,•vYY1'L•4•L•L•L.vLK•4:- fYY•l.J•f•f•!Y•f.f•fVY Ljy4•L•L•L KK•, •fY.''j 1KY~fYL•L-1•Y K LYY1r,f.hf•J•f•!•f fy% M,•YYLKK•L.,K•YL.L.v •!'•f•f.f E W4K•LKK• , , L.Y4.4.L L fYYY•fYYY•f•f f f f L ff LK• ~y fYWY•fY•f•f•f•f•FMM~t•1'•r•rNYY:-YL.L.v',]~~yj~•L%YYYYY YYVi!-.fw./.fMf•m Y~•L•L.LK•L•v4K•vL•,•,K•4K. fY.Mf~Jlf:f.J.f.f.f.f.f -<~[7JIJJy~~'~-7I!I YY~fWf.fYY.f.fK W fWY•f•f.f•f•f•fY•hf• \KKK , 4K•L•4.4K• - - ' fYYM•f•f•fYM•f•fWY1f:f JY F Z G s- F t i J T , K --T g _ _ w . 7~ L Slo ~ - ~ =Topsoil = ASTM C-33 t =Clean aggregate O = 4, sch. 40 pvc Cap Material sand fill %z to 2 %z in. dia. observation pipe Geotextile G Fabric H KK•Y,KKK ~fYY.fY.fY.f. E f~: U 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 moldbo chisel plow. Plowing may and or g of roceed ' Y p 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 owed surface. After the topsoil cap is placed the entire mound is seeded and mulched to promote vegetative growth, limit erosion and protect from observation pipes are slotted in the lower 6 inches and secured in lace freezing. The place with rebar or a closet flange. 10/071gj Page of j Pressure Lateral Layout Two Laterals - End Manifold 4 'Dreaded Cleanout Lateral Turn-up Plug Manifold _ M Force Main L Long Sweep 90 Bend , Distribution etwork S ecifications Lateral Diameter Pressure System Construction 2 In. Manifold Diameter Z; In. Laterals are constructed of Schedule 40 PVC Orifice Diameter meter O Orifice S t In. pipe. Orifices are drilled perpendicular to In. the pipe with a sharp drill bit and face down. L (Lateral Len ~ 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 diameter lawn sprinkler valve box accessible Force Main Length Ft. from finished grade. Grade 6-8 Inch Lawn Sprinkler Valve Box Page of 03/051gj Septic-Dose Wank Cross Section And Pump Performance Specifications Tack Manufacturer Pump Manufactu= Tank Model Number O Pump Model Number J s L Total Tank Capacity 3 Alarm i~~Lanufacturer c Max. Burg Depth Alarm Model Number' L'X i Switch Type 2 C C G Filter Mangy 3 1A Total Dynamic Head (TDI~ - Feet Filter Model Number Elevation Head Distal Pressure Network Loss < Minimum Pump per€orma= Required Force Main Loss CjpM Ft TDH Total outlet Manhole Wm 4" Above Grade With Locking DeWice. Inlet Manhole Manhole Min. 4" Above Grade < 6" Below Grade Sealed Watertight Securely Mounted With Locking Device Weather-proof Junction Box . - Finished Grade Vert Min. 12" Disconnect Above Grade Means With Vat Cap Outlet Filtm - Inlet We, Ball Switch Se*p and Reserve Capacity A Tank Volume = GPl weep Hole Volume Gal. B Dimension ° Inches 17 O B 2. 3 Off Elevation C Ft -41 22 (dose) C Bottom {dead) D D Elevation , Total ~ - ~ Ft .a a ''{(<tit<a<<It <t <-<.< ♦ <.<<11 <<< < a tIt<11>a':<<> t:f<<<'<<>{<1 a<f< <<<<<<<<< <a .<<,a al > >t'a>: a' i>t>s><>: a>t i i><><>l { <>t>t>t ~>:a>: i i>: ~ i >i t>.><i>1>f : t><>:i s~1>i ::a>:<><>::i <>:<>:{ a>a i>: t>I>s><><>t <>i f>i >{>a>t>:<>i i GENMAL INSTALLATION: The p&,,;,. .tank is bedded. and U* filled in accordance with the manufactsner's product.sppcoval specifical: ons. Maximum depth of bury as Sped by the h=ufajrer may not be exceeded 'without p . $pproval. Manhole covers exposed to .grade have an. effective Woking device (padlock) installed Piping at the inter and outlet is of approved material, comecftd to the tank with. wit fittings, and laid on stable soft to prevent sealing or sagging. The force nu' is sleeved With 4" Sch. 40 PVC to bridge the tank excavation and the.sleeve.is sealed water fight. E cal.semce cognpt3es with tEC304 and Comm 16.28. 02105IJ a of y - ' ......ter TOTAL DYNAMIC HEAD/CAPACITY HEAD CAPACITY CURVE PER MINUTE EFFLUENT AND DEWATERING MODEL 152/153 W w i MODEL 152 153 W LL 50 Feet ' Meters Got. Liters I Col. Liters 153 5 1.5 69 261 77 291 12 40 10 3_i 61 231 70 265 152 15 4.6 53 201 61 231 °a _ 20 6.1 I 44 167 52 197 30 25 7.6 34 129 42 159 $ 30 9.1 I 23 87 I 33 125 o C 20 35 10.T i 22 85 0 40 12.2 41 i Lock Voive: 138.0 Ft. (I1.6m)I44.0 Ft. (13.4m) 10 otasoa 0 I 20 4 60 80 100 GALLONS LITERS 6 1/4 0 80 160 240 320 - 3 27/32 } 5/8 Lt FLOW PER MINUTE I-r i 3 27/32 CONSULT FACTORY FOR SPECIAL APPLICATIONS • Tinted dosing panels available. ® 3 27/32 Electrical alternators, for duplex systems, are available and supplied with 1 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. j • Sealed Qwik-Box available for outdoor installations. See FM1420. • Over 130°F. (54°C.) special quotation required. I I~ 4 152J153 Series 72 1/5 152H53 MODELS Control Selection I I Model Volts-Ph Mode s Sim ex5BNN1 Duplex 5 t/6 52 1 75 1 Non 2or3 152 115 1 Auto 8.5 Included 2 or 3 sx20e4 E152 230 1 Non 4.3 1 2 or 3 BE152 230 Auto 4.3 Included 2 or 3 N153 115 1 Non 10.5 1 2 or 3 BN153 115 t Auto 10.5 Included 2 or 3 SELECTION GUIDE E153 230 . 1 Non 5.3 1 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float BE163 230 1 Aub 5.3 Included 2or3 switch. Refer to FM0477. o cauzloN 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 recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). Or (4) float stem. 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 Louisvik KY 40256-0347 Manjactrxersof.. SHIP TO. 3649 Cane Run Road ~ qp 0 Louiolle, KY 40211-1961 r pics>P9 vCE ~~c/i! w ® (502) 778.2731.1(600) 926-PUMP http://www.zoe)Ier cO n PV/1~IP !D FAX (502) 774-3624 © Copyright 2000 Zoeller Co. All rights reserved. i . POWTS OWNER'S MANUAL & MANAGEMENT PLAN page of FILEINFORMATION SYSTEM SPECIFICATIONS Owner Septic Tank Capacity al NA Permit. Septic Tank Manufacturer NA DESIGN PARAMETERS Effluent Filter Manufacturer 0 NA Number of Bedrooms ❑ NA Effluent Filter Model D ILIA Number of Commercial Units NA Pump Tank Capacity al p NA i Estimated flow (average) _ d Pump Tank Manufacturer NA Design flow (peak). (Estimated x 1.5) Pump Manufacturer ❑ NA' Soil Application Rate ! vd m e Pump,Model Influent/Effluent Quality Monthly average' Pretreatment Unit ANA Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD.) -=0 mg/L ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 m /L ❑ Disinfection ❑ Other. Manufacturer Pretreated Effluent Quality ❑ NA Monthly average" Dis Cell(s) Biochemical Oxygen Demand (BODS) 530 mg/l- and (gravity) ❑ In-ground (pressurized) o Total Suspended Solids (TSS) 530 mg/1- ❑ At-grade und 1>4 Fecal Coliform (geometric mean) 510` cfu/100m1 ❑ Drip--fine ❑ O r. Maximum Effluent Particle Size ys inch diameter Values typical for domestic (non-0onvnercia4 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 -S ❑ months/-,Cljrear(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 ar(s) Inspect pump, pump controls & alarm At least once every ❑ month r(s) ❑ NA Flush tat.6rals and pressure test At least once every month ear(s) ❑ NA Other. At least once every ❑ months ❑ year(s) NA 18f 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 SerVk* g 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 (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 fitters, mnlcal or pressurized POWTS components, pretreattment components, and any other maintenance or monitoring at intervals of 12 months or less 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 conceE 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 other chemicals thElt For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting Products or maw, impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have f contents of the 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. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will ble large dose overloading the cell(s) and may result in the backup or surface discharge Of eftluerd. to the dispersal cells t discharged in one To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior t to restore normal ewer r to the o the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump ri within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 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 Powr,$' antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation dralin (sump pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting produdls; 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 propejiy and safety abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code:. • All 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 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 POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliont replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption systeim. The replacement area should be protected from disturbance and compaction and should not be infringed upon by requhled setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area wAl rem-It In the ncled for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the ruled in 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. /4e site has not been evaluated .to Identify a suitable replacement area. Upon failure of the POWTS a soil and site evalualon Za 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. nd and at-grade soil absorption systems may be reconstructed in piece following removal of the biomat at the infiltrative surface. 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 DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name Name Phone Phone j SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name ,Q Phone f J i Phone - -12 This document was drafted in cornpliance with chapter SPS 383.22(2)(b)(1)(d)&(f) and 383.54(1), (2) & (3), Wisconsin Adminis~ Code. W } N Q. y 1 r. of ' i t I e f r 2J P , d Q O v P Ci 10 Q C, <'115 1', LLf LL- C4) 10 i 0' m c c o fly N h ~ V ~ C D Q O ~ Q C ~ 3 Z N. O a fit G; o N r- I ~ I i Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code _ . cJ Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must County S include, but not fimited to: vertical and horizontal reference point (BM), direction and Parcel I.D. D- 3 - - / percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Ej Please print all information. Reviewed by Date Personal adannation you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m))., Property Owner Property Location^ 02 Le- lit.&IF Govt. Lot S, ! 1/4 S6-- 1/4 S Z 7.T 2-'3 N R E ( W Property Owner Mailirx) rAddr9fis t. Lot # Block # S/ubdi or CSIM City a 7p Code Phone Number El city ^ E] Village own Nearest 7 M~lowconstnjction useE4esidential / Number of bedrooms - Code de ' design flow rate GPD ❑ Replacement ❑ Pubfic or commercial - Describe- Parent material _ D ").IV ! au-Q ' - Flood Plain elevation if applicabie /V l~- R General comments and rew-mriendations: System Type _ System Elevation F 1-1 Boring # 0 Boring / ® Pit Ground surface elev c t fL Depth to knifing factor ~ in. Sal Appkation Rabe Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsel Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Z r. C J^ . g 3 a- - 7) Bing # a Boring Le~j pit Ground surface elev. god . ft. Depth to fimtting facto in. Sod Application Rate Hoizon Depth Dominant Color Redox Desaipton Texture Structure Consistence Boundary Roots GPD/(ti in. Mu nsel Qu. Sz. ConL Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i • Effluent #1 = BOD- > 30 < 220 mg/- and TSS >30:n 150 rnglL ' Effluent #2 = BOD, 30 mg& and TSS < 30 mgt CST Name (Please Print) Sig a CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 54017 f~- ~r f 715-246-4516 Property Owner Parcel ID # Page of © Boring # ❑ Boring ELPit Ground surface elev. f (.~1j ft. Depth to limiting factor in. SOP APPlication Rate Horizon Depth Dormant color Redox Description Texture Struch" Consistence Boundary Roots GPD/fP in. Munsell Qu. SZ. Cont Color Gr. Sz Sh. •Eff#1 •Eff#2 ❑ Boring # E] Boring ❑ Pit Ground surface elev. ft. Depth to 1'imiting factor in. Sai 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 ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sod Application Rate Hortm -*pth Dominant Color Redox Description- Texture Structure Consistence. Boundary Roots GPM in. Mu sect Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Efl#2 Effluent #1 = BODS > 30 < 220 mg(L and TSS >30 1150 mgtL ' Effluent #2 = BODS < 30 mg& and TSS 130 mgt, 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. SBD4330 QL6W) Soil Test Plot Pla Project Name Oevering Homes S Bird -Address 1433 Cernohous Ave Suite A New Richmond Wi 54017 XSTM #226900 Lot 60 Subdivision Walnut Hill Farm Date 9/10/17 SE 1/4 SE 1/4S 22 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 Steel Fence Post System Elevation 105.0' *HRPSame as Benchmark Walnut Hill Way I Scale= 1/4" = 10' 1 Acre Lot I I Property Line B-3 105' 0 104' 103' 1 02' B-2 B -1 10% Slope B.M." 305' Property Line L S! -a i7 -19 3 S-IVED Wisconsin Department of Commerce W9~~BM REPORT Page of Division of SafetyEand j3trj'ngT 017 0 011' it W7Q County Attach corrlo tA1 ~ of less than 8 112 x 11 inches in size. Plan must i2s indudItMd►11i1hidd~flillEDgntal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. R vie by Date) Personal information you provide may be used for secondary purposes (Privacy Law, s. 1 I Property Owner Property Location N R E( W 0, 7/" 7 Govt. Lot 1/4 1/4 S L T 2- 3 Property Owner's Mailing Addrp6s Lot Block # Subd. Na or CSM# City S e Zip Code Phone Number ❑ City ^ El village own Nearest R ad 6~-Oj 71 ehZ~Ww Construction Use esidential / Number of bedrooms -1> Code derive design flow rate S_ j GPD 1 ❑ Replacement ❑ Public or yQmmercal - Describe: Parent material Z7 0, 0 ,J t" ✓ n Zri Flood Plain elevation if applicable /I- General comments and recommendations: i r.~ System Type-)110 IZ i2=-~ System Elevation ~ Boring ® Pit Ground surface elevm-~-,' 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 13 1/ 01 Boring # ❑ Boring ~r pit Ground surface elev. a 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 n 4 Effluent #1 = BOD_ > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg& CST Name (Please Print) Sig e 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 ij I 7-7 Pit Ground surface elev. 10-P ft. Depth to limiting factor( in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *EEfff#2 o 7~ , 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 Bonng # Ground surface elev. ft. Depth to limiting factor in. F-1 ❑ Pit Soil lication Rate Horizon ')epth 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 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/1- 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) Soil Test Plot Pla Project Name Oevering Homes S Bird Address 1433 Cernohous Ave Suite A New Richmond Wi 54017 L~tSTM #226900 Lot 60 Subdivision Walnut Hill Farm Date 9/10/17 SE 1/4 SE 1/4S 22 T 28 N/R19 W Township Troy F] Boring 0 Well PL Property Line County ST. CROIX , BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post System Elevation 105.0' *HRpSame as Benchmark Walnut Hill Way Scale = 1/4" = 10' 1 Acre Lot Property Line B 3 105' 1 04' 1 03' ploo/.Slope 02' g _ 1 B M 305' Property Line County i1 Sr'~t1 Safety and Buildings Division t-• 8 U a q ty ~ ^t 201 W. Washingt n Ave, P.O. Bcx 7962 5~~. pmt Number (to be filled in by Co.) 537;17-79.62 w Ll► I pa x sr cR0uc courv ~JUy~.W7 J!'cjj 7-Lltl7 State Transaction Ntmber anitary Permit Application 29F In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this fa;n to the appropriate governmental um~ ` ry J is required prior to obtaining a sanitary permit Note: Application foss for state-owned POWTS are submitted to Project Address (if different than mailing address) the Department of Safety and Professional Servies. Personal infic-dation you provide may be used for secondary 1 oses in accordance with the Pri Law, s. 15. 1 m), Stars. L A lication Information -Please Print All Information Property Owner's Name Parcel # pya -303-60 _oloa Property Owner's Mailing Address f C.f Property Location $ 19 1-7 4.t) Croyt Lot City, State l ' Zip Code Phone Number section Type of Building (check all that app Lot T t) N; Rf E W 1 of 2 Family Dwelling-Number ofBcdr Subdivision ]came Block a. ni V Public/Commercial-Describe Use ~ O J"SC.~ ~ w , ❑ City of ~ ❑ State Owned - Describe yse CSM Number ❑ Village of . Town of :57 6104N Cie W. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. LIew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber El Permit Transfer to Previous Permit N ber and Date Issued ]vew / Before Expiration Owner T of POWTS S stem/Com onentDevice: Check all that a l Cv \ Pressurized ound ❑ Pressurized In-Ground ❑ At-Gradd d > 24 im suitab soil ❑ and < 24 in. of suitabl soil - ❑ Holding T ❑ er Dispersal Component (explain) ❑ .7-_ - - - (c lain) V. Dis r IPTre ent Area Informa ' t Design Flo (gpd) Design Soil Applic 7 ~fl Disp ea Requ" (s persat FY ern Elevation - VL Tank fo city in To of Manufacturer OILS 1o u New Tanks ^ ~ 5-8 -8 a v. gT ~ I~ / t~ .m c y ~ d `v n Septic or Holding Dosing Chamber ft~ t ? VII. ResponsibiH S ement- a under a umc responsibility for insWiation of the POWTS shown on the attached plans. Plum'ber's Name Pl keJ's Signature MPItv1PRS Number Business Phone N ber• , Plumber's Address (Street, City: State, Code) - - 1 J VIII. ounty/De artment Use Only Spproved isapprove Permn Fee mate. sued Issuing _ Signature seasonforDcnia! • /71 enial P~ Coudi gWtf9*t'fli6approval - n 6iSper.*N cell 'lust all bg s~c~'te~S ! Ttt>'!l 3) v I l 1~ r 0 ~t e as per Management plan pr6lidedbyby plu+nbet. 2. All i W* regt;ipe~antsanttsst be irtt~:ii Ed as per ict+Wtt c vitf / C431i1 . 1~14/ti1 ~e►.W%A-C_ Il 41 Attach to complete plan for the system and submit to the Coanty only oa paper not less than t^ x 11 inches in size aBD-6398 . 11/11 ~n w~ System PLOT PLAN PROJECT Oeverina Homes ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017 SE 1/4 SE 1/4S 22 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX SYSTEM ELEVATION 113.0' 7/12/17 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 Walnut Hill Way 317' Property Line Scale = 1/4" = 10' ro 3 Bedroom House radin s to e done divert un-off ay from system Well i eet all WDNR s acks 114' t Combo B-3 112' Tank is to be p perly 110, B E3 bedded and provided with lockdown covers with B-1 8% Slope B 2 ` approved warning labels Area 15' below system is to remain undisturbed B M 305' Property Line C~ D G~l ?Wil , DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL STE 150 GREEN BAY WI 54304-5211 Contact Through Relay ^ I~ http://dsps.wi.gov/programs/industry-services v2 w~ www.wisconsin.gov ~OssioN s~~~ Scott Walker, Governor Laura Gutierrez, Secretary August 14, 2017 PROVE CUST ID No. 226900 ATTN: POWTS Inspector F SAFE:' FSS10NAL ZONING OFFICE SHAUN R BIRD ST CROIX COUNTY SPIA 1432 120TH ST 1101 CARMICHAEL RD NEW RICHMOND WI 54017-6409 HUDSON WI 54016-7708 CONDITIONAL APPROVAL _ PLAN APPROVAL EXPIRES: 08/14/2019 Identification Numbers Transaction ID No. 2978755 SITE: Site ID No. 841287 Oevering Homes Please refer to both identification numbers, 211 Walnut Hill Way above, in all correspondence with the agency. Town of Troy St Croix County SEi/4, SETA, S22, T28N, R19W Lot: 60, Subdivision: Walnut Hill Farm FOR: Description: Mound System (3 Bedrooms - New Construction) Object Type: POWTS Component Manual Regulated Object ID No.: 1720848 Maintenance required; 450 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 rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, SHAUN R BIRD Page 2 8/14/2017 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. Any 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 construction/instal lation/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, Tim Vander Leest Please Include a Copy With Your 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,~tTwisconsin.gov