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HomeMy WebLinkAbout018-2011-59-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: Safety and Building Division St. Croix INSPECTION REPORT Sanitary Perms,[Vjq GENERAL INFORMATION (ATTACH TO PERMIT) ~G t 3' Personal information you provide maybe used for secondary purposes [Privacy Law, s.15.04 (1)(m)j State Plan ID No: . J Permit Holder's Name: City Village Township Parcel Tax No `i South Pine Builders TOWN OF HAMMOND 018-2011-59-000 CST BM Elev: Insp. BM Ell v: BM Description: i Section/Town/Range/Map No: 30.29.17.1074 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic n Jg~U Benchmark Z100 Of Dosing / Alt. BM / Aerattt7n 6 W,Lb t"I Iwtn-GD ~d/• p G l Bldg. Sewer Holding St/Ht Inlet TANK SETBACK INFORMATION SUHt Outlet TANK TO P/L WELL BLDG. rAr iIntake ROAD Dt Inlet Septic 13 2 Dt Bottom rr Dosing I V- 72, /3~ Header/Man. /,7 M5 Aeration Dist. Pipe J-7 105. Holding / Bot. System PU P/SIPHON INFORMATION Final Grade !1 M ufacturer t ( a G • / JL Demand St Cover t~ GPM 1.~ J"<ti-. J ~d/• Model Number 46 TDH Li FrictionLos ~ System Head TDH~~ ZFt Forcemain jl-ength + Dia Dist to Well A ~f /00 SOIL ABSORPTION SYSTEM BED/TRENCH Width Length NoTT PIT DIME SIONS No. Of P s Inside Dia. Li uid De th DIMENSIONS .7~ 4 P SETBACK SYSTEM TO P/L / WELL LAKE/STREAM LEACHING ManufacturerINFORMATION steCHAMBER OR Typ UNIT Model Number: DISTRIBUTION SYSTEM a(• Header/Manifold/ Distribution iLength__ Dia x Hole Sizoel x Hole Spacing Ve Air In 2 lpipe(s) 44 ngth 4 Dia Spacing 3~ Length 17/ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only - i K-1 -1 Depth Over Depth Over xx Depth of xx Seeded/Sodded xx AQulched Bed/Trench Center , Bed/Trench Edges Topsoil yes No 471 1 Yes ❑ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: .7 f' / l Inspection #2: Location: 1546 78TH AVE ~ F CO✓~, a 1.) Alt BM Description = ' fa Q a 1 2.) Bldg sewer length= / 9 ~o - amount of cover = ~ / ~ Na rJU..- ~ G~0..k LO~ S O✓'1 Plan revision Required? ❑ Yes )<No Use other side for additional information. SBD-6710 (R.3/97) Date Insep is Sign re Cert. No. Io~, nt ounty VED RECEI C 2~1 Safety and Buildings Division r - (V. (I D, t; K 201 W. Washington Ave., P.O. Box 7162 Sanitary permit Number (to be filled in by Co.) r NOV 1 b 20 il J Madison, WI 5 p7-7162 / ' i. ST CROIX COUNTY ✓ • / 0%,j N aI11 ermltAppII( :ransactionNumber Iwo In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit 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 secon purposes in accordance with the Privn Law, s. 15.04 1) m), Stats. 1. Application Information - Please Print All Information ~ Property Owner's N e Parcel .ef 6,k -1 Property Owner's Mailing Address 'Property Location Govt Lo _ City, Tate t Zip Code, Phone Number , + Y., Sectim i scie e f 7N; f or) II. Type of Building (check all that apply) Lo or 2 Family Dwelling - Number of Bedroo Subdivision Name ❑ Public/Commercial - Describe Use ~~1 . ❑ City of ❑ State Owned - Describvse PA CSM Number ❑ Village of X 75 Down of f 111. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ew System ❑ Replacement System ❑ Treatmeot/liolding Tank Replacement Only D Other modification to Existing Svstem (explain) B. ❑ Permit Renewal ertnit Revicion Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration er Y, IV. Type of POWTS System/Component/Device: (Check all that a 1, •7 t/' /-~i ~ ❑Nori-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade d 24 in. of suitable soil ❑ Mound < 24 o sortable soil I ❑ Holding Tank 11 other Dispersal Co 114Y. S mpcment (explain) ❑ Pretreatment Device (explain) V ✓ V. Dis rsal/Trea ent Area Information: Design Flow (gpd) Design S it Application f) Dispe;ipl Area Requir Dis AprAPro d (sQSystemEll atil~ f~C~ VL Tank Info Capacity in I Total if of Manufacur-er o Gallons Gallons Units o E New Tanks Existing Tanks ' ` m c v 2 a> H fA/ ~ c~ o ~ .n m m / v V) L Septic or Holding Tank - I Dosing Chamber VII. Responsibility Statement- the undersigned, a e esponsibiiity for installation of the POWTS shown ou the attached plans. Plumber's Name (Print) Pl s gnature MP/MPRS Number Business Phone Number ~ Plumber's Address (street, city: state, ZigiCo / /9 -VIM -County/Department Use Onlv proved =isapprove hermit Fee Date sued issuing t Signat even Reason for Deni 1 ' I, IX Condit seasons for Disapproval 1. S~ptbs nk, EtY1t7F11t' 0e'r enid disper.:ui ten must all be srl'3s ft~nta';rec' ~ as per management plan prodded by plum /Nay EZer. ko~o.v•~a~. ~ Q 2. Afl s4 irk' MgU1 .Menu musUe'.I kW*i&d as per vK icy Codtn / :rdir=CA3. Attach to complete plans for the system and submit to the County only on paper not less than 8 Ia z 11 inches in sim ,4~ SBD b398 (R 11f21) ~ A4 \0 p 40 N/"1t' 4^. PROJECT South Pine Builders System PLOT PLAN ADDRESS 1546 78th Ave Roberts Wi 54015 NW 1/4 NE 1/4S 30 /T 29 N/R 17 W TOWN Hammond COUNTY ST. CROIX SYSTEM ELEVATION 104.5' 10/28/16 DATE 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 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 B.M.* 102' 103' Property Line (not to scale) 104' -2 2 Acre Parcel 5% Slope Grading is to be done to divert run-off away from system Well is to meet all WDNR B-3 setbacks Tank is to be properly bedded and provided with B-1 lockdown covers with approved warning labels 103.5' Huffcutt Combo Tank Area 15' below system is to remain Scale = 1/4" = 10' undisturbed f; Pro 4 Bedroom House Property Line , l (not to scale) 78th Ave y +~~zaRi~~etr' DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PL STE 150 wn ~ GREEN BAY WI 54304-5211 S P Contact Through Relay http://dsps-wi.gov/programs/industry-services www.wisconsin.gov - Scott Walker, Governor Dave Ross, Secretary November 15, 2016 Ater C' T OF COST ID No. 226900 AT"T " POWTS Inspector r ` . I r' SHAUN R BIRD ZONING OFFICE' ' BIRD PLUMBING INC ST CROIX COUNTY SPIA 1432 120TH ST I101 CARMICHAEL RD NEW RICHMOND WI 54017-6409 HUDSON WI 54016-7708 CONDITIONAL APPROVAL - PLAN APPROVAL EXPIRES. 11/15/2018 _Identification Numbers Transaction ID No. 2808122 SITE. Site ID No. 831878 South Pine Builders Please refer to both identification numbers, 1546 78TH Ave above, in all correspondence with the agency. Town of Hammond St Croix County FOR: Description: Mound SEstem (4 Bedrooms - !Vew Construction) Object Type: POWTS Component Manual Regulated Object ID No.: 1647176 Maintenance required: 600 GPD Flow rate: 28 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual - Ver. 2.0, SBD -10691-P (N.01/O1, 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, stars. 'The following conditions shall be met durini 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 arid/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 114- 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. r SHAI;N' R BIRD Page ? 11 t 5/2010 and SPSI°able 384.30-5 • All piping shall conform to SPS Table 384.30-3 • Insulate building sewer beyond 30 feet per SPS 38130 (1 1)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacture's recommendations. • SPS 383.54(l)(e) The management plan for a POWTS shall specifically address the servicing mechanics of an aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist: 1. 'The bottom of the tank is located more than 15 feet below the elevation where the servicing pad is located. 1 The bottom of the tank is located more than 150 feet horizontally from where the servicing ad is located. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per approved plan. Anv changes may result in pump resizin2 to meet TDH and GPM Specifications. • Areas that are occupied v-eith rock fraglnents_ tree roots. stumps and boulders reduce the amount of soil aV ailable 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 larver till ar(.a iS necl~ s>ar~ % hen an} of the above conditions are encountered, to provide sufticlent 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 stars 101.12(2), nothing iii 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 belov~. or ai 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 250.00 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 tiu_ _varlderleesV(WI SMIIISin_._-c y SHAUN R BIRD Page 2 11/15/2016 • All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 • Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) • Well setbacks to meet chs. NR 811 & 812 • Tank Installation to follow all manufacture's recommendations. • SPS 383.54(1)(e) The management plan for a POWTS shall specifically address the servicing mechanics of an aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist: 1. The bottom of the tank is located more than 15 feet below the elevation where the servicing pad is located. 2. The bottom of the tank is located more than 150 feet horizontally from where the servicing pad is located. • Verify property line(s) prior to installation. • Pump Floats to be set and verified per approved plan. Anv ebanQes 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 round level. A larder fill area is necessa 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 r 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 51:30 pm WiSMART code: 7633 ' tim.vanderleestnwisconsin. gov f l Cover Page Shaun Bird Bird Plumbing Inc. 1432 120th St. New Richmond Wi 54017 SER` Y 715-246-4516 ze-~ Date: 10/28/16 Owner:South Pine Builders Location: NW 1/4 NE1/4 S30 T29 N,R17 W 1546 78th 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 ss section Attachments: Soil Test Shaun Bird Signature , License number 900 f' I EZ: 2 r s Page 1 of 9 OCT 31 201E INDUSTRY SERVI ES PROJECT South Pine Builders System PLOT PLAN ADDRESS 1546 78th Ave Roberts Wi 54015 NW 1/4 NE 1/4s 30 /T 29 N/R 17 W TOWN Hammond COUNTY ST. CROIX SYSTEM ELEVATION 104.5' 10/28/16 DATE 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 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 B.M.* 102' 103' Property Line (not to scale) 104' -2 5% Slope 2 Acre Parcel Grading is to be done to divert run-off away from system Well is to meet all WDNR B-3 setbacks Tank is to be properly bedded and provided with B-1 lockdown covers with approved warning labels 103.5' Huffcutt Combo Tank Area 15' below system is to remain undisturbed Pro 4 Scale = 1/4" = 1 Q' Bedroom House Property Line (not to scale) 78th Ave Mound System Cross Section and Plan View - J ~ Dimension Feet A t 1 ;a T - L I L 5 L : •f•r•r•f.r.f1lR•: •L.L.S.L.L•L•L. . •\.L.5.5.1. f f•f.f.f.fy.r. L ti:L:ti:y.ti::y: J A i. rL tia: 5:, fLJ:'J.i:J: •:1?tiK L-L.L•L.S.•:r\itii1lLl:rLiL•L?L.L.5r5i~i ryf:(4r~•L-L•L.L.L.L.L.L.:-: •L.L'L.YL.L.L. . r rSfL?LfL11.L. r :ft~4rS,:ti` r.r.r.r.f.r.r.r.r r r. 7'~ +~ri~r iiir1.{ r.rii~it;~ri:r:r::'r:i:r~'L'L'y?i•1 }•ti.1:L.Lr:i'i~i:iLFL.iSiL. rL?tir{:L?iryr:r...~ 1J W 5•YL•L•L•L•L•L L . . . . . . 5 rL j5.1f4L•L15•ti. r•r•r.r: _ LhSr..I•JTf-J'1r~J:f:J1JV f~ri?i?i?L?1 1:~f:r:r:r:r:Iiiy.~•11~1L:1:Y5.L.YL:~. 1i1J1r~i: rL11~LrLfY 5~5.5.L.S.L?\?ti?l?1r1r•r.?.r~111:r:f1Jti. •1.L•L.L.LiL: f fL LrL1L.L11lL.L1Y•r•r.ry.r.,t E . •r.r.r.i•i:i:i5vi:i F ~ S Z GJ I H t I i v ~ K T - L K 13Z _1 ' B W Z Z L Sloe /o =Topsoil = ASTM G33 Cap Material :rr: = Clean aggregate sand fill 1/ to 2 %2 in. O - 4 in. sch. 40 pvc dia. observation pipe Geotextile Fabric G H J'LfiJ til:ftiftiJtir:JtiJtir..:. Ft D E: i Ft Contour Plowed Surface Slope Direction GENERAL INSTALLATION: The mound area is staked out along the design con vegetation is mowed and raked off the site. The mound basal area (L x W) is lowed with a moldboard Existing chisel plow- Plowing may not proceed if the soil is wet enough at the plow de h to form ,a moldboard or when a sample is rolled between the palms of the hands. ASTM C-33 p a inch soil wire after plowing. Sand is placed with a tracked machine keeping 12 or more quality sand Placed immediately is placed overhead by a backhoe. Special care must be used when placing sand of less he tracks or thickness to minimize compaction of the plowed surface. After the topsoil ca is laced than one foot is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The , the observation pipes are slotted in the lower 6 inches and se d in place with rebar or a closet flane. The 10/071gj g Page 3- of -7- Pressure Lateral Layout Two Laterals - End Manifold if 'T'hreaded Cleanout Lateral Turn-up Plug Manifold M t X Force Main L Long Sweep 90 Bend Distribution Ne ork S ecifications Lateral Diameter Pressure System Construction -2- In. Manifold Diameter -2, in. Laterals are constructed of Schedule 40 PVC Orifice Diameter S~ Z In X Orifice S acin Pipe. Orifices are drilled perpendicular to in. the pipe with a sharp drill bit and face down. L ateral Length) Ft. Lateral turn-ups terminate with a threaded M (Manifold Length) y Ft. cleanout plug and are enclosed in a 6-8 inch Force Main Diameter In. diameter lawn sprinkler valve box accessible Force Main Length ~G Ft. from finished grade. Grade 6-8 Inch Lawn Sprinkler Valve Box Page of 03/05 lgj Septic-Dose Tank Cross Section And Pump Performance Specifications Tank Manufacturer Pump Manufacturer ~ 6 5 ~ Tank Model Number Pump Model Number j S Z Total Tank Capacity S _ Alarm Manufturer 5 Max. Bury Depth Alarm Model Number : I- ' Switch Type ~ Filter Manufacturer Total Dynamic Head (TDH) - Feet Filter Model Number j F' Elevation Head Distal Pressure , Network Loss Minimum Pump 'erformance Required Force Main Loss GPNL 1 3 Ft TDH Total Outlet Manhole Min. 4" Above Grade With J -7 Locking Device. Inlet Manhole Manhole Min. 4" Above Grade < b" Below Grade Sealed Watertight Securely Mounted With Locking Device J Weather-proof Junction Box i i Finished Grade s rr 00. rs ~ r ar Vent Min. 12" Disconnect Above Grade Means With vent cap Outlet Filter --~i 1 Inlet t--ntet Bale - Switch Settings and Reserve Capacity A • Weep Tank Volume = GPI Dimension: Inches Volume Gal. B Hole (reserve) A= {alarm) B : 2 O Elevation C C r I~ S. Ft ` . ` Bottom dead D<. Elevation ~ Z/ Total Ft 7 X-5 > > > > > > i :i . i<>,i,it•<i: s :><•:t ~•a>a>:: a>< a :<>:.•t : <a,a:s ,•><><> i i >•>•Y s r a i Y~><>~ ~>'i i >i) , ::a•a GENERAL INSTALLATION: The. sep&Jdose tank is bedded and back filled m accordance with the manufacturer's pro&wt.a0proval specifications. Maximum depth of bury as, specified by the manufactumr may not be exceeded without prior $ppmval- Manhole covers exposed to grade have an eff=&e locking device (padlock) installed. Piping at the inlet and outlet is of approved material, connected to the tank with watertight fittings, and laid on stable soil to prevent settling or sagging. The force main is sleeved with C Sch. 44 PVC to bridge the tank excavation and the sleeve. is sealed watertight. Electri ice P"P Lies with NEC 3t14 and Comm 1b28. ~ Nof Page 02/45 U TOTAL DYNAMIC HEAD/CAPACITY HEAD CAPACITY CURVE PER MINUTE EFFLUENT AND DEWATERING `K, MODEL 152/153 1 CK, W w MODEL 11 152 153 50 ( Feet I Meters Col. I Liters I Col. , Liters 15 5 1.5 1 59 251 77 291 12 40 152 10 3.i 61 2-11 70 2651, 0 15 4.6 53 201 61 231 = 20 -1 61 44 167 I 52 197 30 a 8 25 7.6 34 129 42 159 d 3030 9.1 1 23 I 87 1 33 125 20 35 1 - - ; 22 85 o I 40 12.2 ( 11 I 42 ~oor 41 10 I Lock wive: 138-0 _.i. (1?.61)1 44.0 Ft. (134,rj1 ot45oa 0 20 40 60 80 100 GALLONS _ LITERS 0 80 160 240 320 5 '/4 - 3 27/32---y f a 5/8 FLOW PER MINUTE 1 CONSULT FACTORY FOR SPECIAL APPLICATIONS 27/32 • Timed dosing panels available. • Electrical alternators, for duplex systems, are available and supplied with e ' 27/32 an alarm. t • 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. 1 ; II • Sealed CWk-Box available for outdoor installations. See FM1420. • Over 130°F. (54°C.) special quotation required. f 1521153 Series 2 ti c 1521153 MODELS Control Selection j f I i i - - I Model VottsPh Mode Amps Simplex Du lex ; - S 1/8 N152 115 1 Non 8.5 1 2or3 BN152 115 1 Auto 8.5 Included 2or3 sKZOSa E152 230 1 Non 4.3 1 2 or 3 f -L SE152 230 Auto 4.3 Inclined 2o,3 N153 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto 10.5 Included 2or3 SELECTION GUIDE E153 230 1 Non 5.3 1 2 or 3 BE753 230 1 Auto 5.3 Included 2or3 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FM0477. n CAUnON 2. See FM0712 for correct model of Electrical Aftemator E-Pak. All instalwon 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. A6 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 Manudacturersof. . 0 SHIP T0: 3649 Cane Run Road O Louisville, KY 40211-1961 Jf!/4lJTY~UMPS S vcf ~~ilr9 u x (SOZ) 7I8-2731 • i (800) 928 PUMP l fO http1/wwwzoeUer.com At Mal (502) 774-3624 © Copyright 2000 Zoeller Co. All rights reserved. 1 POWTS OWNER'S MANUAL MANAGEMENT PLAN Page Fit.EINFORMATiON of SYSTEM SPECIFICATIONS Owner Permit -J Septic Tank Capacity al NA Septic Tank Manufacturer DESIGN PARAMETERS Number of Effluent Filter Manufacturer _ 13 NA Bedrooms [j NA Effluent Filter Model Number of j Commercial Units Pump Tank C p at 13 NA Estimated flow (average) 7~ ~O aUda Pump Tank Manufacturer ❑ NA Design flow (peak), (Estimated x 1.5) aUd . Pump Manufacturer Sot? Application Rate 0 NA 1 aUda /fe Pump Model j Z 13 NA Influent/Effluent Quality Monthly average- Pretreatment Unit Fats, Oil & Grease (FOG) r mg/l. 0 Sand/GMvel Fitter 0 Peat Filter Biochemical Oxygen Demand (GODS) s30 mg/m9 0 Mechanical Aeration 0 Wetland Total Suspended Solids (TSS) s150 m A. 0 Disinfection 0 Other. Pretreated Effluent Quality qNNAAMonthly average" Manufacturer Dispersal Cell(s) Biochemical Oxygen Demand 30 mg/L 0 In-ground (gravity) ❑ In-ground (pressurized) Total Suspended Solidap mg/L ❑ At gradeeund Fecal Coliform (geometri10' cfu/100ml ❑ Driine 7 0 *01; Maximum Effluent Particle Size inch diameter Values typical for domestic (non-commen;14 waster and septic tank effluent. MAINTENANCE SCHEDULE Values typical for pretreated wastewater. Service Event Service Frequency Inspect condition of tank(s) At least once every 0 month ea s r() (Maximum 3 yrs.) Pump out contents of tank(s) When combined sludge and cum equals one-third (Y,) of tank volume Inspect dispersal cell(s) At least once every ❑ months a r(s) (Maximum yrs.) Clean effluent filter At least once every 0 mon ar(s) Inspect pump, pump controls & alarm At least once every 0 month year(s) ❑ NA Flush latrals and pressure test At least once every 0 mon ear(s) 0 NA Other. At least once every 0 months O year(s) 0 NA Other. At least once every O months 0 year(s) 0 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 Oft 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 ncal or pressurized POWTS components, pretreattment components, and any other maintenance or monitoring at i ervals of 12 months or less shall be performed by a certified POWTS Maintainer. A servicg 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 concetrations are detected have the contents of the tank(s) removed by a septage servicing operator prior to use. Page of START UP AND OPERATION For mw construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals thElt may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of thia 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 discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluenlt. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POINTS Maintainer to assist in manually operating the pump controls to restore normal levels 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 P0W7:l3: 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 producills; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS falls and/or is permanently taken out of service the following steps shall be taken to insure that the system is propejfy 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 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 POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: CJ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption systelm. The replacement area should be protected from disturbance and compaction and should not be infringed upon by requitled setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the neled for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the tule:l in effect at that time. ❑II A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POINTS technologN a holding tank may be Installed as a last resort to replace the failed POWTS. l he site has not been evaluated.to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installedl as a last resort to replace the failed POWTS_ ound and at-grade soil absorption systems may be reconstructed in place 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 OlP A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name e- Name 1-7 Phone Phoneme SEPTAGE SERVICING OPERATOR PU PER LOCAL REGULATORY AUTHORITY Name Name 1 11 9u Phone - J' Phone 7J 6 This document was drafted in compliance with chapter SPS 383.22(2)(b)(1)(d)&(f) and 383.54(l),(2) & (3), Wisconsin Adminis6rative Code. Wi N A ~ E F - r,E v oa Ci.7 o .o p sr o c P O i Y. i.Ls oe ti p o Q ~ N C O ~ Q C co V:J 3 S ~ Q o ~ a U T'om` RECEIVED, C5T- OCT 31 Wisconsin Departr*ilil 49FK" "MUNTY SOIL QCNM482B yZF 8 RT Page of Division of S I ftDEVELOPA~ fi'V'ACLbrdance 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 - 51. 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. 0) d1l /it 51- , . 1 ,0;;( Please print all information. Revi ed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Govt. Lot lJ 1 /4 /4 L7T N R /7E (o W Property Owner's Mailing Address Lot # Block # Subd. Name CSn /S'-1 0 7 S7 I - C, '-6: city State Zip ode Phone Number ❑ City Q Village wn Nearest Road New Construction Use: 54 Residential / Number of bedrooms Code derived design flow rate GPD Replacement Public or commercial - sc i~j)e: Parent material Flood Plain elevation' applicable General comments i ~ 5 f and recommendations: '^r^/ ' System Type System Elevation l Q Boring # r-/1 R 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 ~-C Uv l~ ~ n t,) 0-~- 7- 3~ 16, ❑ Boring Baring # a ® Pit Ground surface elev. Z~ Depth to limiting factor ~ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDN in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 , L Effluent #1 = BOD. > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/- and TSS < 30 mg(L CST Name (Please Print) Signa CST Number Bird Plumbing, Inc. Shaun Bird - 226900 Address Date Evaluation Conducted Telephone Number 1432 120th St, New Richmond, WI 54017 715-246-4516 _ i 1 Property Owner _ Parcel ID # / Page of ~ Boring # Boring Lft. Depth to limiting factor in. .~JI pit Ground surface elev. ~ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 t2 kgr~ lb r3 I F-, T a 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 Boring # Ground surface elev. ft. Depth to limiting factor in. F-1 ❑ Pit Soil Application Rate Horizon ')epth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/Ff m. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BODS > 30:S 220 mg/L and TSS >30 1150 mg/_ ' Effluent #2 = BODS < 30 mg/_ 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. ft Depth to limiting factor in. Horizon Soil ication Rate Depth Dominant Color Redo. Description Texture Stnichre Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eft#1 'Etf#2 r - P71 0 V ~ --ryt~- 1✓1 _ ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Horizon SrnI Application Rate Depth Dominant Col Redox Description Texture St ucture Consistence Boundary Roots GPD f in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. `Eft#1 'Eft#2 a Boring # Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Horizon Sod lion Rate -ePth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *M1 `Eff#2 Effluent #1 = 800, > 30 1220 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 (W00) • Soil Test Plot Plan Project Name South Pine Builders haun Bird Address 1546 78th Ave Hammond Wi 54015 f CSTM #226900 Lot 59 Subdivision Emerald Acres 1 st.add t)ate 10/28/16 NW 1/4 NE 1/4S 30 T 29 N/R17 W Township Hammond ❑ Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of steel fence post System Elevation 104.5' *HRpSame as Benchmark B.M.* Scale is 1" = 40' unless otherwise noted 102' 103' Property Line (not to scale) 104' B-2 2 Acre Parcel 5% Slope B-3 B-1 Pro 4 Bedroom House Property Line (not to scale) 78th Ave County _ ~ rsad eases `ws aiw'•,,v 4wr %r Safety and Buildings S/ x Ar' ' OS ~t 201 W. Washington Av . O. Bo Sanitary Permit Number (to be filled in by Co.) PS Madison, WI 53707- 2 ST. CROIX COUNTY 58 z1 7& 3 c anitary Permit Application State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit 'a6"? ` ~ L/ 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 secondary purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. 7V 1. Application Information - Please Print All Information Property Owner's Name L'116 J 1 Parcel # patl- ~'c I< 0ob,/~ ?em we t ~Ck 01<i(- Property Owner's Mailing Address Property Location o a H. 1-7. 07 q t ! L(q 7 g ?ti A Lle City, State Govt. Lot t3', Zip Code Phone Number 3 ~ .iVLI/ /a,./j/~ Section t4GI j'1'1 rh i id W 2 q y7,4-6 (circle one T 2 ci N; R 17 E or& 11. Type of Building (check all that apply) Lot # ® 1 or 2 Family Dwelling - Number of Bedrooms ( 3-6 Subdivision Name / a.v- Block tL Vn e k-it [.-d llC i-es El Public/Commercial - Describe Use A tti ❑ City of ~ ❑ State Owned - Describe Use I CSM Number ❑ Village of gTownof Nef`IMOi?cl 111. Type of Permit: (Check only one box on line` A. Complete line B if lica A. k New System ❑ Replacement System El Treatment/Holding Ta nt Only ❑ Other Modification to Existing System (explain) B. El Permit Renewal El Permit Revision El It geofPlum Permit Transfer to New List P evious Permit Number and Date Issued C Before Expiration wner IV. Type of POWTS S stem/Com oneut/Device: ( ck 1) V / ❑ Non-Pressurized In-Ground ❑ Pressurized In-Groun ❑ At- a XMound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain ❑ Pretreatment Device (explain) V. Dis ersal/Trea cut Area Information: G Design Flo(gpd) Design Soil Application Rate( dsf) Dispersal Area Require sf) ffDAw a Propos (sf) System Elevation / 666) U- 1Y )c~ o log, 16 J VI. Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units o b ° ' New Tanks Existing Tanks I 7 w v ~ 4! -5 cn CIO [z. C7 0. Septic or Holding Tank / 1 aL~ ~y I ~ 0, U I?P ~Gh~{t' rP Dosing Chamber tff0 91)0 VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plu er's Signatur + MP/MPRS Number Business Phone Number lJa 7 Plumber's Address (Street, City, State, Zip Code) ~ 7 ~'l ~ ~oZG 7 h S T /d t V4- J :k1 ! iS 111V ~ S`Q 0), 2 VIII. un /Department Use Onl y /7 Approved lsapproved $ermit Fee Dat Issued issui gent Signature ven Reason for Denial ' IX. Condi easons for Disapproval t: Septirs ark, etust 111 b 8nd r6 t.. tlibpli!re:ai cell must all be selti leas ! rririn2,s aai per management plan provided by plumber. ate 2. AWC1t regtlirep ants (must tnaints!Ksd n per apFHcabls cw1e / Wrdinamu. Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x 1 I inches in size SBD-6398 (R. 1 I /I I) Plot Plan Page Preper~v Owner YA-r ~c i 8r~ r~tr. ~ P= 0ft Legal Desc ' ` n L6T .5~ ~ALD ("except where noted) 1'71J. TbwA-) OF HAAAALIND. 3L cApiL w'5C'AAf51Au- North yz, r3 COLL- ESI gip! 04, '140 lte LOcatE©n i o ` = Z - o G r?f .7TH I ` om TAArK . L4 ~m-V,fl®M ~otie~xT~g,~, DIVISION OF INDUSTRY SERVICES e~ roe 3824 CREEKSIDE LN Uc~ y~ HOLMEN WI 54636-9466 3 Q $ a Contact Through Relay P K http://dsps.wi.gov/programs/industry-services 9 S' w~ www.wisconsin.gov ~Ossfor~ti5~ Scott Walker, Governor Dave Ross, Secretary May 10, 2016 CUST ID No. 224832 ATTIC- POWTS Inspector MARY JO HUPPERT ZONING OFFICE HOLLISTERS SOIL TESTING & DESIGN ST CROIX COUNTY SPIA 28497 KING ARTHURS 1101 CARMICHAEL RD DANBURY WI 54830 HUDSON WI 54016-7708 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/10/2018 SITE: Richard Stout Identification Numbers 73RD Ave Transaction ID No. 2697341 Town of Hammond Site ID No. 655777 St Croix County Please refer to both identification numbers, NWI/4, SWIA, S30, T29N, R17W above, in all correspondence with the agency. Subdivision: Emerald Acres; Lot 7 FOR: Description: Four Bedroom Mound System / 8% slope Object Type: POWTS Component Manual Regulated Object ID No.: 1597019 Maintenance required; 600 GPD Flow rate; 26 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. CONDIT The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code APP 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, DEPT OF S PROFESSION stats. The following conditions shall be met during construction or installation and prior to occupancy or use: DIVISION OF IND Reminders • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stats. SEE CO • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per SPS 384 product approval conditions. • The area within 15' downslope of the dispersal cell shall remain undisturbed. Vehicular traffic, excavation or soil compaction is prohibited in this area. • 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. MARY JO HUPPERT Page 2 5/10/2016 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. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. 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. • The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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. erard M Swim When You Receive That Invoice, POWTS Plan Reviewer, Division of Industry Services Please Include a Copy With Your (608)789-7892, Mon - Fri, 7:15 am - 4:00 pm Payment Submittal. jerry.swim@wisconsin.gov WiSMART code: 7633 cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with "SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. I