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HomeMy WebLinkAbout026-1130-45-000Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may he used for secondary purposes [Privacy Law, s.15.04 (1 xm)) Permit Holders Name: City Village Township Timothy J. & Desiree A. Gunderson ITOWN OF RICHMOND CST BM Elev Insp. BM Elev: BM Description: It 9D.Of I��•0� vc- TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic vtirle5ER -Z co-44 w I20 Dosing W�— it Aeratio Hold' TANK SETBACK INFORMATION TANK TO PIL WELL BLDG. Vent to Air Intake ROAD Septic f > 26 2 Dosing 1 ► �� I l i Ae Ho PUMP/SIPHON INFORMATION ua(r�.lt 15 sale_ t 1 lUls. z ! I 32 ORaFw wi OWN wil"1411WRE ►00-M Ko '' M. RUA== EO ENSIGNS Width , a Length , l00 N . Of Trench Z� 1cA.�4� PR DIMENSIONS No. Of Pits Inside Dia. Liquid Depth SETBACK SYSTEM TO P/L t WELL LAKE/STREAM LEACHING Manufa urec INFORMATION Type Of System, CHAMBER OR del N u✓V DISTRIBUTION SYSTEM =" -• Header/Mandold Ilit 1131,stributiMI p x Hole Sizg x H e Spacing Vent to Air Intake G Pipe(s)� `� �..2 s%Z lit Length ' Dia Length Dia Spacing I Snll CnVFR c....— n 11.. ..., u..—A nir e.r_..... s...e..... n..w Depth Over Depth Over xX Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center BedRrenrh Edges Topsoil Yes U No Q Yes 0 No CO MENT,�S' (Intl a code discrepancies, persons present, etc.) ��«,433 , H AVE 1.) Alt BM Description 2.) Bldg sewer length = f -amount of cover= Plan revision Required? Q Yes X"No Use other side for additional information. SBD-6710 (R.3J97) Inspection#1: ZvZ2 rore}e�r/ tokr— insepctoes Signature I Inspection #2: 6N/zyz s —1;;V 4 F.;f,i� ZIf Cent. No. JAB to (X d' Safety and Buildings Division 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be fiued in by CoMadison, FUN2 WI 53707-71624Lf _TZent - State Transaction Number 6 Z Z OI Z yc 7- Sanitary Permit Appl' iO L 1n accordance with SPS 39321(2), Wis. Adm. Code, submission of this form to c a ental unit a sanitary Note: Application forms for s=-ovoed POWTS are submitted to Project Address (if different than mailing address) is required prior to obtaining permit the Department of Safety and Professional Servies. Personal information you pro may be used for ndary purposes in accordance with the Pnv Law, s. 15. 1 mStets. / +t f AVE Parcel q I. Application Information - Please Print All Information Property Owner's Name 41MI)+HY J, D 512GE oo 1130 `!f oo0 Property Owner's Mailing Address Property on -7113 SA49 W OWL L. N Govt. Lot -1 E/�v., _Al W V-,, Section) Z City, State Zip Code Number / LINO L r e3 /� N �1 �SO�T fPhhoone �[ (�"j I' Z 77 -7 F T N R 1_IE or14i?+ fL U. Type of Building (check all that apply) VV 1 or 2 Family Dwelling -Number of Bedrooms Q S pa-e4z Lot M14 ` S Subdivision Name Ivv R Block q ❑City of ,�, s D ❑ PublirlCommercial - Descri1 se � �u� ❑ state owned - Describe ua O S. Village of �.TOwn of ie (� Ff o N D CSM Number III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A' New System ❑ Replacemedt System ❑ Treatment/Holding Tank Replacement Only ❑ Other ModiSca[ioo to Existing System (explain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Owner IV. Type of POWTS System/Component/Device: Check all that apply) ❑ Non -Pressurized In -Ground ❑ Pressurized In -Ground ❑ At -Grade Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil Pretreatment Dery ( plain) ❑ Holding Tank ❑ Other Dispersal Component (e ) ) V. Dis ersaVrreatment Desi Flow (gpd) Area Information: Design Soil Application Q Dispersal Area Required (sf) Arcs Pro rd (sf) System Elevation Co.a�esiflea, tee1oI VL ank Info Capacity in Gallons Total Gallons 4 of UnitsNew cturer :Ds Tanks Exua;aa TanksSeptic or Holdioa TankDosing c�� �60 VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's (Print) Plumber's Signature MP/t~Number Business Phone Number d Q r JJLtse,tl ZZ b `F97 7/S ZTj S�f<f<� Plumber's Ad (Street, City, State, Zip Code) EFCt .a L4I S of/ VIII. County/De artment Use Only Approved ❑ Disapproved Permit Fee s Date Issued is su g Agent Signature ❑ Ives for Denial 6� r "I wZ2 DL Conditions Approv STEM OWNER: 3)-4k Ce44av%S (.k. LOX Septic tank, effluent filter and W Tii( 4 I ` dispersal cell must l-seniGed-LMalntahed 1 as per management plan provided by plumber. �) P,Qlyua 6ef y►xud roVe{Q $ All setback requirements must be maintained ab put aNNuwu,a �--, v-1A'tafaWtboapttla ptaas forme rysb m *-a submit to the f-ounty only oa paper Dot ne6 esp a to s I I meats to ate SBD-6398 (R. 11/11) .I Te.°G�h. 103 � ) door -et a4wkk wwns D ZO-P Ilk *well to be located Soft. fi'dm01 bt atmertt aret & >15ft from tanks** o,� SCAMP N 2U' 401 r / OR -M WcApPV liwa nAt a Sf1e,wnpr1, dr.Wn ern »aoaAdm y„Mm $� Sw holing APO ? *1o0' 4'1 9ch 40 PVC or:SDR 15 bw _i Wieser �. 1,200/800 w/aiker 0�0 ALT. BIH CIA f PA' 21' l sch 40 PVC , ELEKATWNS: BM = 100.00 1 ? Top of i" PVC pipe 1 1 A BM s 9860 1 Top of 1" PVC pipe m V 1 .1 O M -B4 MW P abma hWg*& -eed(F-16IW.W& rm ZbMMftdearWW .-uroN K septic%* PAteo Teeilc ddopdme -PAry made= 3W A li5TOH abreieAd newt mejeddd e4e� Abcdal M pR6wLouMdTOHdrimidl {4eewj*.ftuMr,aediMAW nNCEIF u -I0xMAggepbVmW(AxB' alb'x20.TaAda dedihani4 xA) ym.eagdenderddh m IMtcu w :eASTMC43uWMP) Ce *Vs *Ah9dwd mddcWpj 4"Mh baplm ti and rime dppinpc AM Ia;'m.eemd,wdt-W -0aw eands seder!! hse w^n 7leled16" 4OFe woapeearmcan Omprkd UrgarMcbm -A 5T" 1{ ern w PvcMrde TAdeeWkM WkMVbeaekMd*bm 4AWdlnwldesefm=101.27 -1 t heWff. girdled n6ak $ "mil i0 spedep -Ldeb1*WsmdrrhmeadWs2PioikW .o road mee Igetdkpc ar align MAP do u woo G/ 4* PREPAR® FOR n 143306RH AYE *W Mtl*W4 WI 54017 PID: 02&1130-45.000 1.52 AarS LdO: Ldt 4,,//544Red Pine Corner S225 S1Q 8W raven or nepremxne oellrlsd Aeeeenur! Tie eyelem 1em reel ddAaeee aAd exeu11e0F dseedsw` d lAd eaT>td! oeeededelrdAmdweqeraaad nv , , , + erg--- - �r a_ �— �y �r,Div r Sda: V 40CMd: 616/22 �S RS June 15, 2022 COMT40NAL. APMVAL PLAN APPROVA4-£4(P4RES: 2.024-06-15 Plan Review: PWTS-062201247-C RYAN BECHEL 779 Spring Creek Road Red Wing MN 55066 SfT£: Timothy Gunderson 1433 13Vh Avenue St. Croix County Town of Richmond SW X- NW 3:-S25—T30N—R18W FOR: DIVISION OF INDUS7 RY SERVICES 10541 N RANCH RD HAYWARD WI 54943 6462 Co14aa Through Relay r11tp;%Osps w, gov/pr0granWAdL44ry services www wismns.n gov Tony Evers - Governor Down 40 i - seorelery Description: Mound Component Manual — Ver. 2.0, SBD- 4 Bedroom Mound —SM GPD —faew 10691-P (NA1/01, R 10/12) Construction - 44" to limiting factor — Pressure Distribution Component Manual — Ver. Effluent Filter - Maintenance required 2.0, SBD-10706-P (N.01/01, R. 10/12) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been'COIM71ONALLY 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(30), 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: Reminders • The building sewer shall be Installedlinsulated per SPS 382.30(11)(c) • Cleanouts shall be installed per SPS 382.35. They are required within 5' of where the building drain and building sewer connect, immediately upstream of the Private Interceptor Main and not more than 100' apart along the building sewer. Frost sleeves shall be provided and the caps shall be watertight and of sufficient strength to sustain the weight of anticipated traffic. • All electrical equipment and wiring shall meet SPS 316.300(1)(a) and Table 3 of the Pressure Distribution Component Manual. There shall be no more than 3% voltage drop in the wiring to the pump per'tbe National Electric Code. • Verify property line prior to Installation and maintain proper setbacks from any neighboring wells and buildings. • Care must be taken to set the dose volume as approved in the plan design. If the minimum tether length of a single switch mechanical float does not allow the proper dose volume, two separate floats must be used. • 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. • The mound site shall be properly prepared prior to plowing. Any grasses longer than 6" shall be cut short and removed. To avoid matting, any leaves or loose organic matter shall be raked up and removed. Cut trees and shmbsftush to the ground and leave stumps. Avoid operating equipment on the mound site. If necessary, use only tracked equipment, during dry conditions, with minimal passes, to avoid compaction. • 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. • 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 isrequired. • 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 Owner Responsibilities • The current owner, and each subsequent owner, shall receive a copy of this letter. Owners shall also receive a copy of the appropriate operation and maintenance manual(s) and be responsible for ensuring that POWTS is operated and maintained 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. 0 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. Asper 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, CeL;?,1 g CeCe (Elizabeth) Rudnicki Wastewater Specialist/POWTS Plan Reviewer, Division of Indastry Services (608) 400-3186 P ADVANCED Property Owner/Client: Timothy Gunderson PIN: 026-1130-45-000 Site Address: 1433136TH AVE, New Richmond, WI 54017 County: ST Croix INDEX Pg. 2 SITE PLAN Pg. 3 SOIL DISPERSAL COMPONENT Pg a EFFLUENT DISTRIBUTION LATERALS Pg 5 TANK SPECIFICATIONS Pg 6 DOSING AND PUMP SELECTION Pg 7 MANAGEMENT PLAN Pg 8 MANAGEMENT PLAN Pg, 9 SOIL TEST D,MON PAR"kMI?6 FLOW. Wastewater Type: Residential Estimated Wastewater Flow: 400 gpd Design Flow: 600 gpd SOIL &SITE EVALUATPON.- POWTS Type: Mound Limiting Condition Depth: 44" Maximum System Depth: Above Grade Contour Elevation: 100.10' Limiting Condition Elev: 96.43' Land Slope: 4% Pg 10 SOIL TEST P9 11 SOIL TEST Pg 12 PLAT # Bedrooms (residential) : 4 # Occupants (per capita flow) : _ Public Facility Flow: NA Treatment Level: Effluent 1 Code Required Separation: 36" Soil Texture: SICL In -situ Soil Application Rate: 0.41 Dispersal Cell Loading Rate: 1.0I POWTS DESIGNED PURSUANT TO: Mound Component Manual (Version 2.1) Pressure Distribution Component Manual (Version 2.1) 4 bedroom home. No trome business. No sewage ejector/grinder pump proposed. SIGNED: 6/6/2022 ADVANCED ENVIRONMENTAL LLC 779 Spring Creek RD S, Red Wing, MN 55066 (651) 327-0074 RYAN G. T4 BECHEL D-2263-7 RED WING - MN SIGN ''In,a1,nn0%, \` Cert)AW Sol Taetar: 133= OWpw of EngnNrig Spelwne D 22d3-9 eN "Well Well to be located > 50ft fr8m o 1 treatment area & >25ft from tanks** ADVANCED t 100' 4" T sch 40 PVC J or SOR-35 f 20' 2" sch 40 PVC ELEVATIONS: BM = 100.00 Top of 1" PVC pipe \\\\Alt. BM = 98.60 Top of 1" PVC pipe -All properly ling not a Bonchnnork drewh ere >1001t from `� Aim 7 Sal Boring Wieser 1200/800 vv/fllter Q 20' O ° 40' ALT. BM 1 Oeletee a ffim wd: DO gelen tv been detlirN eW mdreled In dmsmrae with lisle ad LwA aAr TM eee WdNWt am nwK rwoM WWAdW tern d*Abwn a awilar eearyeeses beeee awl dls atrteeraaken w rr•r/�v r rJ.c w� .r M.a� r. rrr�r �n wrwv .�ael.a.v �a� —u .. ��. r� .—_ �r1� rY� ..� ... - �. r.— � r SYSI•RM NOTES Septic Toinic, -Wmw 12MM gallon 2a»mpaMent lank -Big wA9 P above kW grade 43est GF-10 filter el alarm -M not route dear eePor sceroes xab septic lark PemD Tmrk: 4Mgd= -Pkap roam= 32.5anr B 175TDH 46xe leis at neoessep mantan d s*sas AeoekWk pnp Rcion Loss eed MH elte- ir4d -Esent cowls. tme nrls, or ante make remrmisded !, SpB Teeshoeot Area: 10 x W Aq fegele Mowd (A x B) -748 x 297 cut" dmensias (t x W) t b w 41W akeeelan on 100. 10 om w -eASTMC wWlie(D) I'I Cs sepps W b Band awed dppq 4kwones ftorplos see end was ckix s -Plow"wl: - watbdeode8' � -Olxert PAarD araker s.Rr lrsn Mtsn IlS dasrdap &wpaai erw fan "ckn dalrg mnW6ckn 0e0 to renown = 44' (PAdoan wpho laMa) MtrWutlon J3157 W9 I t sch 409xo Waralt vAdrralkso WA** bmns for pdedm 4heak twwi aksxelon = 10120 -1 f heeds, wcl bW network. $ w liox A 70 spedrg 4At"s to to tyand 17Imn em d bed s 24'10 ems 4)dtad doge low W*9s per design LOCATION MAP (tot to eaake) t; / ti PREPARED FOR: nmothy Gunderson Site Address: 1433 136TH AVE New Ridenond, WI 54017 �PID: 026-1130-45-000 1.52 Acres Legal: Lot 45 Red Pine Comer SW 1/4 NW 1//4 S25 T36N R18W Tdan of Rkhrhm4 Scaie: 1' = 40' Date: 6/6/22 I MOUND DISPERSAL AREA Obs. pipes .� ------------------- O Ai I� K g --------------------------� I La L A 10.0' F 9.3" J 4.7' B 60H G 6.0" K 7.4' D 6.0" H 12.0" L 74.8' E 10.8" 1 15.0' W 29.7' Observation Pipes (1/10th of B) 6.0' Dispersal Area Required: 1500 ft2 Absorption Width (A+I) 25.0' Dispersal Area Proposed: 1500 ft2 Dispersal Cell Media: 112" - 2-1/2" Aggregate Geotextile Fabric 102 37' Topsoil \ IF I } 101.20' R s o H r- IOQ,GO' 1f ;" - 2 3" Aggregate ' ASTM C-33 SAF(D 100.10' 4% a OBSERVATION PIPES Screw type or stip-top Cap 4" SCH 40 PVC pipe Top of pipe to termtnate at or above finished grade E i — Plow'6"- 8" deep (min.) prior to placing sand Finished Grade (mulched & seeded) l Topsoil cover (T mu wwm) 1"-�"x6"slots--�'_-- spaced 90. apart ) .�.J Anchoring Device _ � W*� r� (Toilet flange) /'-- \ / surface _ J 0.1 DISTR/SUnON NETWORK SPFCdF/rA T/OI CIS Manifold Detail io1.2a 7..04 / 011/4" � Y 00 r ISI 01 1/4" Pipe Selection Forcemain Diameter: 2" Header Diameter: 11/4" Lateral Diameter: 1 1/4" **All pressure piping to be Schedule 40 PVC unless otherwise specified * * -- ---------------------_-----------•--- teral Discharge Rate (Orffices Par Lwaml X OrMe DLsoharge Rate) Orifices/Lateral 20 X 0.54 gpm Orifice Discharge Rate = - ------------------------------------------------_ Flow Rate (OhWcces Per Lstere/X # Letelrais X OrMce Discharge Rate) s/Lateral 20 _ X 3 Laterals X 0.54 gpm Orifice Discharge Rate = Cleanout Detail Spuikk•i :w, / Ball valve Thiraded rap II�eronxnendeA l '\ s„,ep90 Arty + Tone/ Number of OnWoes) _ FAnr 4 { TANK SPECIFICI 77ONS 1 • Minimum cover = 6 inches; Maximum cover = 8 feet (unless specified by manufacturer) • All manhole covers shall extend 4 Inches above final grade • If the tank Is within 2 feet of final grade, insulate the Iid to an P-Value of 10 • Minimum 18" of cover required over building sewer, Insulate if greater > 30'long and < 42"from grade or if < 60"from grade under all high traffic/snow cleared areas (driveways etc.) • If forcemain will have a 'J-Hook' assembly, drill a weep hole in the 'hook' • Buildingsewer. No 90's, keep 3 feet between 45s, maintain 1 inch in 8 feet (1%) slope, Install Ouch Osconnccl 91.75 T-7 fzl'. 4- SCN •10 Bla. &vl I -T EHluert Fllte, ' { _1j-.(It✓I'-15"PVC Float T.ee l•l 111 -__1• I I --_ Y rPumpkm Saw Y i I• .- -V'J.p Hoe OO.W �.�!•. _ I �� _i','� -.._S' P,tn.y Butte Tank Manufacturer/Model: Wieser • WLF Filter Manufacturer/Model: Eftt - Gf-10 Panel Manufacturer/Model: SJE Rhombus - Tank Alert 1 . 4- (AV -A -SEAL I / FIL TCR GR TDN V-L* WLP1200/800-MR TANK SPECIFICATIONS n Mr%SICN WALL. 3' BYTCM. S' COVER b' MANI.OLE: 24' Lc. PRECAST _O%CGETE RISER HEI{:H' S S" U.:.. LENGTH. 1C4' •,. W1V1H: 96' J.:: 4' CAS'_n_ 9ELOW NLEF 41' OO yA'- . Otur trvrt vs' WrlDiTBD-TCM '2.CCG .BS. CCVER 9.1 Lp _95 1%-- AN7 UJ-.e-. 4' rAc. A SFA, F"" C* FQ,AI GASKET. CASI-A-SEA. HOC' CR EWA, IA,F- ANG talT,F- NAF171F ANI) Fit TFR: N15C'JNSIA. SLE LLIAI. /1^ (OT,ER STATES SEE CART) LIOJIU CAPAC. 1': 3„46 (;AL/IN (SLPi. L) 79 ;4 CAI /1% P.IA1. ) LCAUtVG OESGN: 6' O' UNSAILRAILO SCL Is r ' W IYIf OAR %KA AL W TANKS AR'_ MANL' TANK CAN BE USED AS St P71C/tiEP •IC. 'iE%'TIC/V..MP OR SEPTIC/SPPH04 _Otf9 MIX r4s G% 08 'MC F"r•) ANK. MIK ccs:iN /9 ;smALL rscp; CU5IOMAV, TANKS: IUR CUSIpM 'AN4S �;DNIACI W'2SER C(;�CME-E FOR APPROVAI e r. .:-t L.1• r._• 1, It tH.__., 01 PWnw 5 DOSE SEMNGS & PUMP SELEMON PUMP PEREORMArNCE REQUIREMENTS Elevation Head: 12.5' 100.00, Distribution Head: 4.55' Equipment Head Loss: 0.0' Forcemain Friction Loss: 0.4 ft TOTAL DYNAMIC HEAD = 17.5 R TDH 92.421 MINIMUM FLOW RATE = 32.3 gpm y " IME REQUIREMENTS Minimum Dose: 54.7 gallons 91.25' --------------------- 400.3 gals ---- 1&098 ------ A (RESERVE) Maximum Dose: 120.0 gallons 39.7g� ___________________ _____ ----- Design Dose: 108.0 gallons 66_7 gals 3" Bi (ALARM) 89 �, - - __ _ _ Forcemain Feet: 20' 111"3 gals - 5.0" C 1 -� (DOSE) Forcemain 0: 2,0° 89.08' ------------------ - ------ - - ----- Drainback: 3.3 gallons 222.4 gals loll -- D (PUMP COVER) TONAL DOSE = 111.3 gallons .• 88.25' ------------------ -- )ption 1: tion 2: Goulds - PE-41 Goulds - EP-05 illy MI• t 1I ► • P141 PC 11 l 1 1 PAf1P. 6 T METERS FEET 40 — rMODELS: PE31, PE41, PE51 — — — —+ HP- .33..40..50 35 - 10 - - - 2 GPM + 3 - WIN 1 FT I - � C 25 20 TD C 15 i t 10 -- - -• 5 -_ 0 10 - - 20 ,..-. 30 I 40 50 60 70 GPM 80 E 0 a 1 I a 5 M 10 15 m3/h 32.3fl � CAPACITY PERFORMANCE RATINGS PE31 PE41 Total H"d (feet of water) GPM 5 52 10 42 15 29 20 16 25 1 0 Total Head (fast of waw GPM 8 61 10 57 15 46 20 33 25 16 PE51 Total Head (feet of water) GPM 10 67 15 59 20 50 25 39 30 26 35 8 PAGE 3 MANAGEMENT PLAN The owner of this Private Onsite Wastewater Treatment System (POWTS) shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384, Wisc. Admin. Code. This management plan identifies operation and maintenance activities necessary to ensure long-term system performance. Tasks that should be performed by the homeowner are identified. Professional management tasks shall be performed by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code, however, it is the homeowner's responsibility to ensure all tasks get accomplished in a timely manner. Pursuant to SPS 383.52 (2), Wisc. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. ► Keep this Management Plan with your Septic System Owner's Guide. ► Keep copies of all pumping records, maintenance activities and repair invoices with this document. ► Review this plan with your POWTS Maintainer at each visit; discuss any changes in product use, activities, or water -use. Design fwwnetws Number of Bedrooms Design Flow (gpd) Soil Loading Rate (gpd/ft2) Standard Effluent Quality Biological Oxygen Demand (BOD) Total Suspended Solids (TSS) Fats, Oils, Greases (FOG) Treated Effluent Quality Biological Oxygen Demand (BOD) Total Suspended Solids (TSS) Fats, Oils, Greases (FOG) Max Effluent Partiole Size (in) Check (listen, look) for leaks in toilets and Repair leaks promptly. MANAGEMENT FREQUENCY 4 Septic Tank Manufacturer Septic Tank Capacity (gallons) Effluent Filter Manufacturer Effluent Fitter Model Pump Tank Manufacturer Pump Tank Capacity (gallons) Pump Manufacturer Pump Model Dispersal Cell Type Wieser J205 Boat 6r-f0 Wieser 801 Per Installer Parkatattw Mound 600 0.4 Effluent i 220 mg/l 150 nw/ 30 nWI - mg/ k 17- Regularly check for wet or spongy soil around your soil treatment area. Contact service provider if issues arise. Control burrowing animals (gophers, groundhogs, etc.) Keep bikes, vehicles, snowmobiles and other traffic off treatment area. Alarms - Contact your service professional if any alarm signals. Lint Fitter- check for lint buildup and clean when necessary. If you do not have one, add one after washing machine. Caps - Make sure that all caps and lids are intact and in place. Inspect for damaged caps often. Fix or replace damaged caps. [Ti-_ Pretreatment Unit Description Screen - Check and clean per manufacturer Liquid levels - Check sludge/scum/effluent levels in ail system tanks. Recommend if tank(s) should be pumped. Pump all compartments every 36 months at a minimum. Inspect tank inlet and outlet baffles (if applicable) Check drainfield effluent levels (if applicable) Verify pump and alarm system functions (if applicable) Inspect wiring for corrosion and function (if applicable) Clean drainfield laterals (if applicable) Check event counter/elapsed time meter and evaluate water usage rate compared to system design flow. Check dissolved oxygen and effluent temperature in tank Check for surfacing of effluent or other signs of problems. Verity inspection pipes are capped and intact. Provide homeowner with list of management results and any action to be taken. cysts" ate from twit, compaat'lon, Bta (if applicable) PROR 7 START-UP & OPERATION For new construction: Prior to system operation, check septic/pump tanks for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cells. If high concentrations are detected, have the contents of the tank removed by a licensed septic professional prior to use. System start-up shall not occur when soils are frozen at the infiltrative surface. During power outeM Pump tanks may fill above normal high water levels for system utilizing pumps. When power is restored, the excess wastewater will be discharged to the dispersal cell in one large dose potentially resulting in overloading of the cells. Backup or surface discharge of effluent may also result. To avoid this situation, it is highly recommended to have the contents of the pump tank removed by a licensed septic professional or have a septic professional manually dose the system to return the pump tank to normal operating k�, s prior to restoring power. Do not drive or park vehicles over any septic system components. Do not drive, park over, or otherwise disturb or compact the area within 15 feet downslope of any mound or at grade system or secondary septic system site. MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an appropriately licensed individual or business. 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 backup or ponding of effluent on the ground surface. Access openings used for service and assessment shall be sealed watertight upon completion of service activities. Any unsound/defective access openings shall be replaced immediately. 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.. Ponding of effluent on the ground surface may indicate a failing condition that requires immediate attention by a licensed septic professional. Tanks must be pumped when sludge accumulation is within 12 inches of the bottom of the outlet baffle, or whenever the scum layer is within 3 inches of the bottom of the outlet baffle. In no case shall total sludge and scum volume occupy greater than 25% of the tank liquid capacity. The effluent filter shall be cleaned as necessary to ensure proper operation. The filter should not be removed unless provisions are made to retain solids in the tank that may slough off the filter during removal. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm and should be evaluated by a licensed septic professional. Pre-treatment components shall be maintained and serviced by a licensed septic professional according to the manufacturers recommendations. CONT/NGENCYPLANKS If the septic tank, or any of its components, become defective the tank or component shall be immediately repaired or replaced according to the original system design specifications. If a dosing tank, pump, pump controls, alarms, or related wiring becomes defective, they shall be immediately repaired or replaced with components of equal performance. If the soil treatment component fails to accept wastewater or discharges wastewater to the ground surface, it shall be repaired or replaced by: increasing basal area (if toe leakage occurs), rebuilding the component at the secondary system site (if identified), or removing and replacing biologically clogged absorption and dispersal media and associated piping. If repairs or rebuilding is not possible, a new soil and site evaluation must be performed to locate a suitable replacement area if one has not already been identified. If no replacement area is available, a holding tank may be installed as a last resort replacement POWTS. If the septic system fails and/or is permanently taken out of service, the system shall be abandoned according to SPS 382-384, Wisc. Admin. Code abandonment regulations. Requirements include: - All piping to tanks shall be disconnected and abandoned pipe openings sealed. - The contents of all tanks shall be removed and disposed of by a licensed septic professional. Tanks shall be crushed & filled, or removed. A septic system abandonment notification shall be submitted to the appropriate local governmental unit WARNING/1 SEPTIC, PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC TANK, PUMP TANK, OR OTHER TREATMENT COMPONENT UNDER ANY CIRCUMSTANCES. QEATH MAY RESULT. RMUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.. ALWAYS CONSULT A LICENSED SEPTIC PROFESSIONAL BEFORE DOING ANY WORK. panty R w wwin 0vMk "Qf commas SOIL EVALUATION REPORT 1 3 OIYtMOn of>i�1My and Y►rdr� �� —d — N aceadrtoe W& Coma 85. Wle. Adm. Coda AMtto . Vlxrl a elb plan an papernot tees Nw 81t2 x i i i id in tied. Pl ri mu m hd* but not III to: vw*W and hartaortel reler"00 PC" (BM, dlrm*m and Parcat I.D. pots rope. fore br Amendorer`oebrrosdo neared rood. Q �� PGnq print Pllr infortYiil6n. ♦ Re wed by — bete Puemel MrceMlan You Ore.Ms rM, be wr! fornn4(AA.e�►T�"' 6, is.04 (t) (mp. . Property Owner - t.ocabw Jan . Lot SE im NW im B 25 T 30 N R 18 E (or) W PropxlyCiwners7.leilkq#ddees t f 91ock11 9r6d Nix nnor CSNH 1 1 Ali U. , Al wt n C-9k) - - M, - ICE 1LI a•nY LJ V"bHa rJ I v l ..sere. rvso iprud9 Labe .Et�•�5432� (i 1 780-4� " Richmond I 140th St 12MxWebttdon Uaec®Re)dmwj r%nn (3PD i 3PApb= M fl Ptlblcarmmmerdr-0000 be: Parent rrrlrtY g] ae-A Al A+ J iat Phh do MCI It appaeabY P. G�•.�mr�nment�aor. y '�sr �t iVlNs /� so•.r.lo��L%vcnt-mud or ,[.r y 2. w - ,a.f ,,,r„Y. mound 0 el. 101.101r beaed on contour line of el. 100.101 t r AAMMEET s.= e.4 ptM. _ llzMMMM "�w Mi.i.. �M I ......v, n .. - vw w ttV RILL anO 1 JJ �JU c l A{I rI101L muem oz - ovu c ju WM 1 AJ c Jv mWL MT Name paces P" SlQlatlre �/ CST Number Gar L. Steel 02298 Date Evakmdm Conducted Temphane Number 1554 200th. Ave., Near Riot WI, 54017 10-1 — 0 715-246--6200 Page 9 Property Owner Clalrwwj T a tlpv, Parcel H) N pending Bodng N ❑ g 3 ® pit Ground surface @ley.99. 30 k Depth to ti n&V factor 49 in. paste 2 of 3 CZ w.Z-..- r • . �� 6 • • a . _ © III • . 1��®�� Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to rowing factor on. Stil Application Rate Horizon Depth In. Domktant Color lhtrsell Redox Dewtpdm Du. Sz Cont Color Texture Structure Gr. St. Sh. Consistence Boundary Roots GPDM 'EH#1 OEM Sonnit # ❑ Borne ❑ Pit Ground surface elev. R. Depth to Grnilirg factor in. Sot Aoefnetion Role ®®Err W.M a _--____ -_- 'Effluent N1 = BM$ > 30 < 220 ng& and TSS >30 < 15D ntg1L ' Effluent N2 = 8001 c 30 mglL and TSS 130 ttKyL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an altcmatc format, please contact the department at 608-266-3151 or TTY 608-26"777. Page 10 r- r STEEL'S EEL'S SOIL. SERVICE ICE Gary 1.. Steel (kaki ood Land Development 1554 2001h Ave. CSTM2298 SEJW-4' 525-T30N-R18w New Richmond, W1 54017 MPRSW-3254 Town of Richmond (715) 246-6200 lot N45-Red Pine Corner 1his soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. 7 e location of the test may or my not be as shorn as PaLvanent lot lines mere not established at the time the test was conducted. t1"=40' (M--= top of 1" pvc pipe @ el. too of 1 " pvc pipe ClAr 0��A&40 Gary L. Steel 11-10-2000 Pea e 11 ST C nomerlyNTY SANITARY SYSTEM File #: Office Use Only OWNERSHIP/ADDRESS FORM cmavd,412wr Ccxnrrwnity Development Departrrlent will utilize this information to provide the property owner with information regarding operation and maintenance of your new or replacement sanitary system! This information will be provided as part of our ongoing efforts to protect public health, your well, groundwater, surface water, property values, and county resources. Once approved, tNs completed form and educational information will be sent to you by email. OWNERIBUYER INFORMATION Owner/Buyer Timothy I Gunderson and Desiree A. Gunderson Mailing Address 7113 Snow Owl Ln City/State/Zip Linn Lake% NIN 55014 Phone Number (required) 651-274- 829 763-458-8575 Email Address (required) t¢nnderso4l49hp9M iLCom tdtia52@msn.com Parcel Identification Number OM113045M (found on the property tax bill) Property Location Subdivision Plat: NEW SYSTEM: LEGAL DESCRIPTION 'A, _ 1,4 , Sec. 25 , T 30 N R 18 W, Town of Richmond Red Pine Corner _ Xvta - Lot # �ff. Certifi # 642123 . Volume 8 . Page # 43 Warranty Deed # 1 1 5 4 31'f (before 2006)Volume Number of bedrooms 3-4 Spec house 17 yes M no Page # Lot lines identifiable M yes O no OFFICE USE ONLY %� New Property Address 14372 ►' `" `�' �S (Von cati n of ew address required from Comm Deve opment Department for new construction.) (St Init als) (Dale) This form must be submitted with all Private Onsite Water Treotrm-nt System (POWTS) applications. New System: hrctude with this farm a recorded warranty deed from the Register of Deeds Mice and a copy of the certified survey map if reference is made in the warranty deed. Community Development Departmern - tand iise Division 715-386-4680 St. Croix County Government Center 715-245-4250 Fax cddQ)) ccwi. Qv 1101 Carmichael Road, Hudson, WI 54016 www.5ccwCa0v i • !! �,d NOGNECI �n'7 HOuonNIGNOO m3inle3m ��i�1I1�1�. II�'!`Ij REICEIVED JUL 0 7 2022 $t CROD( COUNTY CDD 0 1 ® `r -ii , I, m - illi'l lip l � I � cm it lip li, �i, lip I''r ,••,••,••,••. OR III' III' ;, •;, •;{ •;{';, •;,', 4 t 1 Y �r rr ri .................................................................................................. . R � jr i • •'r -- T t To j+ 14 2 'a j1 i IJIi e n . 1 4 i X1. �t K ---------------- ' ki ............................................................................ 4 $� $� oaoAiNnooxaoaois zzoz L O Inc QRAJQQ@U > i I"',"ii; �1��3i��i'�;$b�l$ WE5TVIEW CON5TRUCTION • ' 'l��i1�1�'''liMii�f, I CzUNDER50N xos�aHn� NOI.LonNIGNOO mainleam p i�'I���.i�i'iilE cn . RECEIVED JUL 0 7 2022 gr. GR ccouNTYCDo eK ; .R � b • 5 � a g ' ai f! i„ y ' �� wr 4 C ,y 1A, ; t i :j Nos�!GaHnv lfysIi,i{'fill � N01iona!U9N0:D rr MAISam RECEIVED JUL 0 7 2022 t}' IM CFeW COUNTY CDD ltbir 'v 0 DIN lb S11 r� . Y i o i —} o � r Y T Kevin Grabau From: Kevin Grabau Sent: Friday, July 1, 2022 2:45 PM To: nelsonplumbinginc@icloud.com Subject: Gunderson house plans Attachments: 20220701150223605.pdf Hello Roger, The house plans for the Gunderson property show 5 Bedrooms. There are 3 bedrooms on the Main Floor There are 2 bedrooms, shown in the lower level. There is a Future Bedroom, and also an Future Office that has to be counted as a bedroom since it has an egress window and a closet. If I don't flag it, the Building Inspector will most likely halt it when they get the plans. So, the system can be modified for 5 bedroom design, or the house plan can be altered to a 4 bedroom plan. Thanks. Have a great Independence Day weekend. Kevin Grabau I Community Development - Land Use & Conservation Specialist 1101 Carmichael Rd Hudson WI 54016 T: 715-381-4382 Kevin.G raba u @sccwi gov ST. C R NTY From: Kevin Grabau <Kevin.Grabau@sccwi.gov> Sent: Friday, July 1, 2022 3:02 PM To: Kevin Grabau <Kevin.Grabau@sccwi.gov> Subject: CDDIal This E-mail was sent from "CDDLAl" (IM C4500). Scan Date: 07.01.2022 15:02:23 (-0500) Queries to: helodesk@sccwi.Rov Kevin Grabau I Community Development - Land Use & Conservation Specialist 1101 Carmichael Rd Hudson WI 54016 T: 715-381-4382 Kevin.Grabau @sccwi.gov ST. C R NTY 'r ' W/Ml [ El ffl mn TA o - LL I. in 8 WESTVIEW CONSTRUCTION jts L1 ; D i �� = ,I «sa 2015 ' RtNCs 'PARAflE It 1 Long ` I f M t i I i r vw ry. ow i 1 } I M..w- i t 1 I I K utltll R'YI%l fi4111 WEVVIEW GONBTRUGTION Ll !'2015 SPRING PARADE ( �'rear LOW i' Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance 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 C! Include. but not limited to: vertical and horizontal ref?rllcap4.inl (BM), direction and Parcel I.D. 0 2 w percent slope, scale or dimensions, north arrow at1 Id gc�tic)n ell ' lance to nearest road. Please print ail ►nfon4ratfon ( 3 Re ' wed by f Date Personal informprovide*"* information you may be u•qO for conda ft—(Priva 15.0411)(m)). Property Owner ; rty Location Lot SE 1/4 NW 114 S 25 T 30 N R 18 K (or) W Property Owners Mailing Address # Block # Subd. Name or CSM# 1911 Lb..' Y1 A wr c ST CP'QX 1\ r _ _ _ _ I — _ U y btete up LAM "" ICE / City U Village Lcj Town Nearest Road Spring Lake Fark, M -S543 (t;12 780-49 Richmond 1 140 SL ® New Construction Use: ResWential / Num d Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material g1 aciall3rift R Plain elevation If applicable ft. General comments _ and recommendations: mound @ el. 101.10', based on contour line of el. 100.101 Boring oa F64.24 ❑ Boring # 1 ® pit Ground surface elev. 100.5 ft.Depth to limiting tailor +84 in. Sal ication Rale Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/fF in. Munsell I Ou. Sz. Cont. Color I Gr. Sz. Sh. I I 'Eff#1 I 'Eff#2 none L 2msbk tnfr 2f .5 .8 2 -22 hovr 4/4 1 none sicl I 2tnsbk I mfr caw 1f .4 .6 ❑Boring If ❑ Boring 100.5 2 mdkx limiting fa8 El Ground surface elev. _ ft. Depth to liin. �I n l wr m Ratw mm. MAP ME =M _UP,j.,"Ir MM WIN e. . _ HAMO tea: Effluent 01 - BOD > 30 < 220 mWL and TSS >30 < 150 mg/L • Rluent #2 - BOOS < 30 mg/L and TSS < 30 mg(L CST Name (Please Print) Signature � CST Number Gar L. Steel 03 r 02298 Address Date Evaluation Conducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 10-10-2000 715-246-6200 PropeftyOwner n,><ucW T-And De Parcel ID 0 pending �,a„�, F�Bori # ❑0 Beorlrg if Ground surface elev.99.30 ft. Depth to limiting factor 44 in Page 2 of 3 Gil Arvilir�rim Qarw �� • � � - © III • . 11 � ®� M I W n� # El Boring n �:. Ground surface elev. ft. Depth to limiting factor in. Horizon Depth I in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIfF 'Eff#1 Eff#2 ❑ Boring 1-1� # ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal Arairation Rate Horizon Depth Dominant Color Munsell Redox Description Qu. Sz. ConL Color Texture �Stucture Sh. consistence Boundary Roots GPDRFin. 'Eff#1 'Eft#2 Effluent #1 = BODS > 30 < 220 rnq& and TSS >30 < 150 mglL ' Effluent #2 = BODE < 30 mg1L and TSS 130 mglL 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 TT'Y 608-264-8777. sew)ua (IL6Wj STEEL'S SOIL SERVICE Gar), L. Steel Oakwood Land Development 1554 200th Ave. CSTM2298 SE-4Mj S25-T30N-R18W New Richmond, WI 54017 MPRSW-3254 Town of Richmond (715) 246-6200 lot ll45-Red Pine corner 'this soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not established at the time the test was conducted. t �N 1"=40' (M= top of 1" pvc pipe @ el. _= too of 1" pvc pipe Gary L. Steel 11-10-2000 4 bl � 3SA in 1 �tk1 \O 1 �� r,C��ft�1 d� */l MN jlfa bL 6d p \ �' •gyp. 99 tioo !9�\ fiO S 8 .,d -s a . M l LL if Uss, &j4&am To ego IK couNrY STAT SANI 1431$ lit • I � EXPIRES NOa 644722 AY PERMIT AVIE PREVIOUS NO. LIC.# � 4q" BLOCK SUBDIVISION ISSUING OFFICER CHAPTER 145.135m WISCONSIN STATUTES (a) The purpose of the sanitary permit is to allow Installation of the private sewage system described to the permit. (b) The approval of the sanitary permit 6 based on regulations in force on the date of approval. (c) The sanitary permit 6 valid and may be renewed for a specified period. (d) Changed regulations will not impair the validity of a sanitary permit. (e) Renewal of the unitary permit will be based on regulations in force at the time renewal 6 sought, and that changed regulations may Impede renewal. (I) The unitary permit 6 transferable. History: 1977 c. 169; 1979 c. 34,221; 1981 c. 314 Note: If you wish to renew the permit, or transfer ownership of the permit, please contact the county authority. - DATE RENEWED BEFORE THAT DATE POST IN PLAIN VIEW VISIBLE FROM THE ROAD FRONTING THE LOT DURING CONSTRUCTION SBD-06499 (RI1/20) DOSE SETTINGS & PUMP SELECTION PUMP PERFORMANCE REQUIREMENTS Elevation Head: 12.5' 100.00, Distribution Head: 4.55' Equipment Head Loss: 0.0' Forcemain Friction Loss: 0.4 ft ---------------`-- — TOTAL DYNAMIC HEAD = V.5 ft TDH 92.42' MINIMUM FLOW RATE = 32.3 gpm DOSE REQUIREMENTS 91.25' ----------------- - ----- ----- ----- - Minimum Dose: 54.7 gallons 400.3 gals 18.0" A (RESERVE) Maximum Dose: 120.0 gallons 89.750 ------------------- ------ ----- ----- Design Dose: 108.0 gallons , 66_7 gals 3" B (ALARM) 89.50 ------ - - -- ----- -- -- ----- , Forcemain Feet: 20' 111.3 gals 5.0" C (DOSE) Forcemain 0: 2.0" 89.08- ------------------ - - -- ----- Drainback: 3.3 gallons 222.4 gals 10" D (PUMP COVER) TOTAL DOSE = 111.3 gallons H - 88.25' Option 1: 1: Option 2: Goulds - PE-41 Goulds - EP-OS rrel rat K41 ►i71 1 "s • G►M G/►1 PanP 6