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008-1038-70-051 (2)
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)], Permit Holder's Name: KURT W & DANA E (TR) SWANSONa City Village Township TOWN OF EAU GALLE CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION TYPE M NUFACTU ®L45Z� CAPACITY Septic Dosing LI& Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic � c9D 120 i^'� I Dosing Aeration Molding PUMP/SIPHON INFORMATION ft r r Manufacturer Demand vncll GPM 2- 9.0g Model Number 162 TDH Lift I Friction Loss I System Head TDH Ft Forcemain Length Dia. Dist. to Well :.� K-T.i I W11-lnftl rj !l W r i .1 KnIVA!t W M1 A MEIPSMr3 � ELEVATION DATA County: St. Croix Sanitary Permit No: 648432 State Plan ID No: Parcel Tax No: 008-1038-70-051 Section/Town/Range/Map No: 13.28.16.196A-01 STATION BS HI FS ELEV. Benchmark ,d t Alt. BM Bldg. Sewer St/Ht Inlet St/Ht Outlet Dt Inlet Dt Bottom Header/Man. Dist. Pipe Eso. ystem Final Grade St Cover �� fi'L •�l� ��s J 0 NRENCH DIMENSIONS1 Width t � Length --.)p1 1 CC$—) L.. I t — w V- r b 16 1 No. Of 1renc4a:& L Qo� I PIT DIMENSIONS No. Of Pits Inside Dia. IManufacturer- Liquid Depth I SETBACK INFORMATION SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING CHAMBER OR UNIT Type Of ystem: fA0�lL/V�� 06 i � 1�5_ �.- )53 Model Nu �� V 7-�o� DISTRIBUTION SYSTEM Header/Manifold Distribution Lk Pipe(s) � C/Z x Hole Size r %3Z x Hole Spacing ?j. Vent to Air Intake Length Dia l * 1 S.0 Length Dia Spacing '� / ©2, SOIL COVER x Pressure Svstems Only xx Mound Or At -Grade Svstems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 10/1a 12.0 Inspection #2: I2023 Location: No Address Available 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? ❑ Yes ❑ N Use other side for additional information. SBD-6710 (R.3/97) cam fPt"Xs— 14� i FW-4 As,- L+ WhoUX heed 11tse'r lQ.�-C-�.-� r�P�, r%AeUArQ ..« L-� v-�2 ce iv _eD Date Iol.Z? hoZ 3 Insepctor's Signature ���� � Cert. No. 7 7 RECEIVED Ar dui 'ST Mo %j -;2 7/ V 2 -A 4 Jr me C4 00 k 4r, If. 146 e , Lt/ 16 N pro N (4 Lol i4ollrj<,�e 3 xr � _a IT 0 Ail dr Q 1� ez /4 41 PC tv or Y? '00 IL -11,4 y rj 4L,t ace f I v Z' CL F a -rm, 3 3 Zoeller 152 pump Po's C1 Kevin Grabau From: Jim Thompson < acesoil C(Pf ro iitien")et. riet > Sent: Friday, October 27, 2023 8:22 AM To: Kevin Grabau Subject: Swanson field measurements Attachments: Swanson installation field Follow Up Flag: Follow- up Flag Status: [..lagged This email originated from an external slource. Verify the legitimacy before 7""Ifcking links'pr openingf .0ttac-11MM"ents, Morning I(ev, Attached are the field measurements that I took Huring the Kurt Swanson mound installation. The manifold is referenced as "Heacler" in my notes. Please feel free to cont,,-ict me by e-n-iail or [,)y at (715) 249-.'/767 if there are any questions that I can address for you or if you'd 11ke this info. presentee] iri a different fort'nat. Jim . (k�Q,.4 bc+�EietP 3/3 0 6 2(3 r 4,z013 _ 03�Lt` Industiy Services Division 4822 Madison Yards Way Madisatl, V�I 53705 County St. Croix SanitaryPermit Number to be filled in b Co.). ( r 2 P.O. Box 7302 Madison, WI 5302 lo Y3 Sanitary Permit Application State Transaction Number In accordance with SPS 383.21(2), Wis. Adm. Cade, submission of this faun to the appropriate governmental unit PWTS — 032300380-C is required prior to obtaining a sanitary permit. Note: Application forms for state -awned POWTS are submitted to the Department of Safety and Professional Services. Personal information you provide may be used for secondary purposes in accordance with the Privacy Law, s. 15.04(1)(rn), Stats. Project Address (if di ferent than nailing address) . Application Information - Please Print All Information . ` Property Owner's Name Parcel # Kurt & Dana Swanson Ll-Srr 008•-1038-70-051 Property Owner's Mailing Address Property Location 322 26511' Ave. Govt. Lot SE '/, SW '/.�, Section 13 T 2$ N R 16 W City, State Woodville, W1 Zip Cade 54028 Phone Number (715) 220-5380 II.` TYP e of Buildingcheck all that a l � PP �') ` 0 1 or 2 Family Dwelling — NumbefBcdrooms � ❑ Public/Commercial — Describe Us[ Lot # Na Subdivision Name Na. 44re& cam. 494 Black # ❑ City of ❑ State Owned — Describe Use ❑ Village of CSM Number -- 0 Town of Eau Galle III...TypeermRs. (Check elther � eW, or "Re lacement".:and .other a zcable. on-line `A `Check one box on line B. `Coin Iete line Cif o P PP P C. applicable.} A. New System .......... Replacement System ❑ Other Modification to Existing System (explain) At -Grade � Mound 2 Additional Pretreatment Unit (explain) B' HoldingTank In -Ground Individual Site Design Other Type (explain) (conventional) C . Renewal Before ❑ Revision Change of Plumber Transfer to New Owner vt Expiration to r k go ' 62 Flotaf wtou,4 C :IV Dis ersal/Treatment Area and Tank Informa.tioii: PoI Lok PL 525 effluent filter ` EZflo distri ution ine is ' '` P Y �. s w n d 5�� ��� ZQ �l.b � ,� .............. ............................... _......... _._ Design Flow (gpd) Design Sail Application Rate(gpolsf) Dispersal Area Required (sf)%/rDispersal Area Proposed (sf) - - System Elevation 1.0 ASTM--C33 sand fill 450.00 sand fill 480.00 sq. ft. 101.l7' at 20" above 450.00 0.4 native soil 1,125.00 basal area 15409.09 s . ft. 99.50' contour Capacity in Total # of Manufacturer , Tank hiforination Gallons Gallons Units New Tanks Existing Tanks p c l P a v 5 n 0 w rn w w Septic or Holding Tank 15000 15000 1 Wieser Concrete X Dosing Chamber 650 650 1 Triple espons iity tatement . I. .......... .., the. .. ....... .. . undersigned, assume:responsibility for installation .of the POWTS sho►vn on the attached plans. .................... ..------------ --- Plumber's Name (Print) Plumber's Signature MPIMPRS Number Business Phone Number Jatnes K. Thompson /41�- yt. 30021 (715) 248-7767 Plumber's Address (Street, City, State, Zip Cade) 340 Paulsen Lake Lane, Osceola, WI 54020 n D tx V . Coutyl Depart ient.Use Only Approved El Disapproved Permit Fee Dat Issued Issu•n9 Agent Signature L �� 3 eason for Denial G� Conditions o pproval .cagoris for nisap-P-10-►a+ VY\.o U-"4k aPPMV_V_< LA^.- 4Ae_c+ 1. Septic tank, e ueFa t. flter and disper�- ,ai cell tq C�9 rr ij t be serviced / maintained as per ~� �rJLM%,� d�C�tva 12D2 ��- i ,i3gernent plan provided by plumber. l �f 2. All s tr_ .. requirements must be maintained a, Lei /14/ as rr applible cede 1 ordinances �� q 1 � s Attach to complete playas for the system and sulminit to the County only on paper not Iess tlyan 8 1/2 x 11 inelies in size SBD-6398 (R. 02122) COPY 41low \ Cart4jrjtL4 LA9 e tO Sw. f-4..*t kit/ &Wrk COPYt _ lb �C-Ca Z�1 Residential Mound POWTS Index & Title Sheet Project Name: Swanson 3 Bedroom Residential Mound Owners Name: Kurt & Dana Swanson Owner's address: 322 265th Ave., Woodville, WI 54028 Site address: XXX 265th Ave., Woodville, W 154028 Project Location: XXX 265th Ave., Woodville, WI 54028 Subdivision: Na Legal Description: SEI14 SWIA, Sec. 13, T.28N., R.I6W., Town of Eau Galle, St. Croix Co., WI. Parcel ID #: 008-- 103 8--70-05 I Page I Index and Title Sheet Page 2 - 16 State Approved Mound Design Plans Page 17 Septic/Pump Tank Cross Section Page 18 Filter Specifications Page 19 Ezflow 1203H Distribuution Media Cut -Sheet Page 20 Sanitary System Ownership & Address Form Page 21 Parcel Map Page 22 Warranty Deed Attachments: None Mater Plumber Restricted Service: James K. Thompson, DSPS Credential #3002I Signature:Q/ : Date: March 29 2023 � s Page I of 19 Design pursuant to In -Ground Soil Absorption Component Manual for POWTS, version 2.0 SBD-i0705-P (N.01/o1) "ARTAU-% I c l_ tL i i d Pro fess i o n a Sery iccs \7. I )I lon of I 11dust-v S.�. 1-6 IS 2 2 M,-! d iso i i Y,,i i -(i WLi y P0 Box S P Nhidkon. W] -:5"V107 March 28, 2023 L. 14 [a] 0 1 -01111541 z F. 13 W.11 9: 1 1* 121TK I I PLAN APPROVAL EXPIRES. 2025-3-28 Plan Review: PT- 032300380-C J a rn es The m pson 340 Paulson Lake Lane is r � RM EN WT SITE; Sw .3 n so n Xxx 265"' St Eau Galle Township St Croix County SE Y45W Y4S13- T28N — R16\/V FOR: Description: .3 bo(j M 0 r'TI-450 GILD — 16" to hi-n[ting factor.. YPLAN]t Filter - MainLenance requit-ed, Phone: 608-266-2112 Wizb: ErnalL Tony Evet-s, Govei-noi- Dan Hei-eth, Secretai-y Conditionally APPROVED DEPT. OF SAFETY AND PROFESS10NAL SERVICES DIVISION OF INDUSTRY SERVICES PEP"' L 16 14 al. 419101 -1 N**Lel EZflow Mound Component Manual Ver 12/17 Pressure Distribution Component Manual — Ver, 2.1 (May 2022-2027) Thee submittaJ clescrik)ed abov(� wias been reviewed for conformance �qitl) applicAle Wiscomin Administrative Codes a rid WiSC0r)S1 [] %ItLltes. The su 1)mitta I has [Dee n CON DITI NALLY APP ROVED. Th i s sVstem i s to he constructed -a n d I o ca te cl in acco rda nce w i t 1i t h (-, (-, n r- I os (, d �i p prove (I plans and with any co rn ponen t rn a rl U a s referencecl above. The mvrer, as definecl in cliapter 101.01(10), Wisconsin StatUteS, is responslbl� fol, col'y1plic,111Ce with all code requirements, No person rTiay enSage in or �vOfk Q1 PlUrnbing in Lhe state unloss llcensed to (Jo so by the Department per s.1.45.061 stats. 1'he following conditions shall, be met during constwajon or installation and prior to occupancy or use: Reminders The site shall be properIV prepared priorto 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 shrubs flush to the grou A 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. Components and soil removed from an existing drain field shall be properly disposed of so that there is no risk to publ ic or environ menta I hea Ith. 4P A -sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.19, Wis. Stets., Inspection of the private sevaCe system installation is required. Arrange rne nts for inspection shall be made with the deli gnate d county of f i c- i ��i I i ri ;a ccord a nce with the provisions of Sec. 145.20(2)(d), Wis. SCats, .8 - filter i� ro(iuired. Ma interia rice information must be given to the owner of the tank A state approved C l®I n i ni ng that periodic cleaning ng of the fiber is required A co It of the appLo -- (-- f -ca t- - shall he on -site dUring, construction and plIt �Lp�plaiis, J i ions �jnd this letten inspection by authorIzed roprt-,s(.�ntAtivc,s of the Department, vihich may include local inspectors. Owner Responsibilities 4P -I'he current ov.fner, and each subse(-lcent owner, shall receive a copy of this letter-. Oviners shall also receive a copy of the approprlato ol.,)e-ration and maintenance manual(s) and be responsible foi- ensuring that PO WTS is operated and maintained in accordance with this chapter and the approved manaSement plan under s. SPS 383.54(1)41 In the event this soil absorption systern or any of its component parts malfunctions 'so as to create a health hazard, the property oviner must follo�N the contingency plan as described [n the approved plans, The owner Is respon�ible for SUbmittiingT a rn a i n te n a rice ve ri f ii ca ti on report a cce pta 1� I e to t h e Co u rity f 0 r maintenance tracking PUrposes. Reports shall be subrii Itted at intervals appropriate for the component(s) utilized in the POM-5- In granting this ipproval the Divi-S[Orl Of lt�CJLIStr'y Services reserves the right to reqLjlre charig(--�s or additions should conditions arise making them nec(-!ssary for cc)do-, corn pliance. As per state stats 101.12(2), nothing in this review shall relieve the dosif,3ncir of tho responsilAity f-or desiCn[rig a safe bUildirig, StRIcture, or core po['writ. I nCJ LJ ries concerni ng this correspondence m2v bc-, n'i Ae to me at the to lephone num he i- I isted below, or at the add on this letterhead. Fhe above left addr(.-�sscc shall provide, a copy of this letter and the POWTS management plan to the owncr and any others vile are responsible for the installati0l), oll0rati0r) 01' ffinintenance of t1le POM'S. S i n ce rely{ Joshua Rovvle.y POWTS Plan Reviewer, Division of Industry Services (715) 634-51.24 Joshua, rowley@wisconsin g v APPLICATION FOR REVIEW -Complete all pages- P NOTE: Personal information you provide may be used for secondary pii.--pnse!�-, [Privacy Law s, 15.04(l)(m), Stats.] Private nsite Wastewater Treatment Systems Division of lndutry Services Plans to be E-filed, Provide SharePoint User name below. For plan status, chock our website at ht(p-1/d'SPj_W1_ L. Several counties have been delegated ce?ic--.0.n �IL111101_ity 'to review plans in 1i.n.1LJ of Division of InAlSti-Y services. For L'I CUITOIA list or tiiose GO LJ 1-1 t: 0"S �1. [I (i t h e I r d Ps I c.1 n a ti 0 n cili P, c k o u r w c b s i 1, el L, t, h Up /Mspsmii. gol, 1. Project Information - Fill iTi all known inforniatiaTi. Confirmation of assigil'ifile rat to a revie-we'r. Project?Sl`-, N,,.Arl�ie- Swanson 3 Bedroom Residential rvlourid I Transaction ID-. Lc c3 ion. N u ri i I J, e, r & S L i-ee I of project (if unknown, indicated n e a rest road) XM 265411 St., Woodville, Wl 54028 Detrip ',iui- SE114 SW114, Sec.13, T28N., R.16W. G ri!J ri ty "I r i. of Lair u G �i I I P, St. Croix C o., VV I. PI"CIViOLI-s Relate-cl Trans. ID: Estimated Compleflon Date-. As.,sigrie,d R-c-,vjewer, - Assigned Office: Unil t %e w- ffii-ia f rh irc, f nlnw- El cly E:1 Village E I civin of Hayward, LaCrosse, Waukeslla 2. After pfans are reviewed, please: (check all that apply) F-1 Call u�i�.,,tomer 1, 2 (circle. nurnber)* NOTE: We reserve tl�ie Hgllt tO M-dieitt'jhWt'� plat)S tO W10ther office if rieeded to reasonably Lalance turnaround titnes. Check F-1 Re(piesting party will pick up littp.fldsps.w!.qav for off i Ce ava it bi lity a rid next aver i lable review date Mail plans to custori,ier 1, 2 (clrnlp nuniher)� f fifer ,o (;usto-'rioi, ni;mI)er Fr 3. Complete the following d(-,,sigi-ier/o�-driLr)rci(ILIestate g !!`IfOrilllafiorj. Utilize th(-, check boxes wherl designei-, omeror re(ILICStirIg party is the �ameto aver repeating iFIfOrF11-,111011. Dos igner Information (Customer 1) F-;'i-s! Name Last N.,,irne James Thempsori Coii-pa[iy N',[[vie A.C.E., Soll. & Sic EvaluaflonsLLC Address 340 Paul-sen Lake Lane �,Ity r)c,--r,rL1 n State - NI DSFIS Cus'oriier ("Jurn')er "31 0 0 2 .1 Z!p+4 (9 (11641, �' )'4 0 2 0 . . . . ........ Othier Please S ecify. Be fog (Customer 2) DSPS First Nnine Last Name C, U' S to I I'l C- F 1\ L, i i i b e r Company Nairn(', C"Ity State / I p -4.4 (9 (" i y ' Is ) h N u m b P� rE-mail addFe'_,'S Gel! E-mail Gel, ph(_rle E I ?7 ] 5) 248,7 7t3)7 s o I I @J f rc) n 1: 1 n 1- 11 t. I 10, t Chec,,k if Check if apPlicabIr", 01. specify El (D -,�- n e i E] 0 �2 -i e r [I the s ped fy d to a reviewer after receipt Jriforniafion and Plan SUI)ITlittal C[iocklists. P0%Af_T_") pn-e-schedLJl11`1g is not availablc. Plaos vdll I)e 3sci9ne I i n q n n reviewer i ew e r a i I ity. at n DSPS officc. Subir,JtWls roceived r)-Iiy I)e �IPSigned to off ices other than thc i'ccciving office (]Ppendi � vn'la b'1' Submittal chocklist,,_z, can be foLirid in each applicable component. n-ianual appuaring on the POV17-8 Publications [)ago, 1i tt p //d s r):s.w i, clovip h P/sb:p 0 0 e _p lo result.t)hp�POWTSWPOWTS C.OMPONENT MANUAL. YOU n),-:1Y entail tOC11nic.'Ell codo, pL/pr dc d questions to QSPSSBPowtsTech6bwi.qov. Hayward DSPS -10LA-IN R-r-inch Rd Hny�,� irci W1 54843 7 IS .634 48 / 0 Fay, 715-16'34-5150 Email- UspsSb,PlariSchedule Lc�vjb;,- LaCrosse Area DSPS 38?,l N reef mere 4-%Il 54630" (NOTF-. 0-1ANGF) f - Li Y, .. (1 0 8 - f 8") -1)'3 3 0 Erriall, DspsSbPlanSchedule�@wi. 0 Waukeslia DSPS -14 -1 NW Barr, I St 4" Fl(-,-(j!- VVa'Llkesl-l�!, Wl Fax: 262-548-8614 Fmall: [):spsSbF'IanSrhodule(-o)wi-go Make Cheeks Payable to: Division of Industry Services OR El Check box to invoice designer and sign below TOTAL AMOUNT DUE $250.00 Review Code 7633 Desig tier Signature I ' Q -.10 1, -15) .:, PS, 3'1 / (FZ I 0I 5. POWTS SUBMITTAL (check all that apply — incomplete forms may result in processing delays) ® NEW ❑ Aerobic Treatment Unit(s) ❑ Chlorinator ❑ Tank Replacement Only ❑ REPLACEMENT ❑ Commercial System ❑ UV Disinfection Unit ❑ Add Effluent Filter SYSTEM TYPE(S) NOTE: Submit separate sheets for each system if submitting multiple systems on the same site Enter Fee ❑ Revision to previously approved plan $85.00 ❑ Miscellaneous Review (i.e. replacement of a septic flank, addition of an effluent filter or pretreatment device to an existing system, etc.) $801hr ❑ Component Manual All treatment components are previously approved ❑ At -Grade Component Manual - Ver. 2.0, SBD-10854 (N.03107, R. 1/12) Design Wastewater Flow in under s. SPS 384.'i 0 (2) or (3): ❑ In -ground Component Manual - Ver. 2.0, SBD-10705-P (N.01/01, R 10/12) Gallons Per day Design wastewater flow of the proposed system: ® Mound Component Manual -- Ver. 2.0, SBD-10691-P (N.01101, R 10/12) ® Pressure Distribution Component Manual — Ver. 2.0, SBD-10706-P (N.01/01, R 10/12) GPD 1,000 gpd or less $ 250.00 250.00 ❑ Other - Please specify 1,001 — 2,000 gpd $ 325.00 2,001 — 5,000 gpd $ 400.00 ❑ Soil Based Individual Site Design* One or more treatment components are not previously approved under s. SPS 384.10 (2) or (3): ❑ At Grade (Individual site design/deviation from component ❑ Non -Pressurized In -ground Design manuals and use of components without product ❑ Pressurized In -ground Wastewater Flow in approval): ❑ Mound ❑ Drip -line Gallons Per day Design wastewater flow of the proposed system: ❑ Constructed Wetlands GPD d or less $450.00 gpd * Documentation must be provided to support treatment and dispersal claims. In a separate 1,001 — 2,000 gpd $600.00 statement, provide rationale for the project and attach supporting documents (code sections, test 2,001 — 5,000 gpd $750.00 reports, technical papers, research articles, etc.) greater than 5,000 gpd $900.00 plus $0.08 for each gallon over 5000 gpd State-owned facilities: Design Holding tanks previously approved under s. SPS ❑ Holding Tank Component Manual, Ver. 2.0, SBD-10855-P (N.03107, R1/12)* Wastewater Flow in 384.10 (2)(3). Design wastewater flow of the proposed system: Gallons Per day * Non -state owned Commercial and Residential Holding tanks that completely utilize this manual 5,000 gpd or less $ 90.00 and have an estimated daily flow of less than 3000 gallons per day must be submitted to the GPD 5,001—10„000 gpd $150.00 appropriate governmental unit for review instead of the Department. [see SPS 383.32(3)(a) greater than 10,000 gpd $225.00 ❑ Holding Tank Individual Site Design*, (i.e. site constructed, <5 day holding capacity, Co- Design Holding tanks including site constructed tanks NOT mingled wastewater, etc.) Wastewater Flow in previously approved under s. SPS 384.10 (2) or (3). Please specify: Gallons Per day Design wastewater flow of the proposed system: * Documentation must be provided to support the rationale for the project. In a separate statement, 5,00'[ — '[ 0,000 gpd 51000 gpd or. Less $$1$0.00.000 please include all code sections, test reports, technical papers, research articles, etc.} GPD greater than 10,000 gpd $450.00 ❑ Soil Saturation Determination Report (using observation pipes) ❑ Interpretive Determination $240.00 ❑ Experimental System (One time additional fee). Submit fee for individual system as per appropriate above system type} Experiment Number $400.00 Prior approval from a section chief is required for a priority review. If approval is granted, the priority will be reviewed within 5 days of receipt. Priorily review fee is double the normal review fee. SPS-10577 (R 10/15) Priority Review (enter same amount as normal review fee listed above) Enter Total (rounded to the nearest dollar) $ 250.00 AN EZfiow"'y MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application Conditionally INDEX AND TITLE PAGE APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERWCES Project Name: Swanson 3 becircon-i rej-'flao.eii,iont mound DIVISION OF INDUSTRY SERVICES Owner's Name- Kurt & D@na Swanson Owner's Address, 322 265th St., Woodville, VVI 54028 SEE CORRESPONDENCE Property A(Wi'esq: XXX 265th St., Woodville, W1 54028 Lecial Description, SE'1/4 SVVI�4., Sec- 13. T.28N., R.16W. Towos[ijpw Eau all COUnty: St. Croix Subdivision Name: Na Lot Nui-rihei'-. Na Blork Ntimber: Na Parcel I-D. NLiniber-. 008-1038-70-051 Plan Ti'airisacfion No.: Page 1 Index and title Page 2 Data eritry Page 3 E--ZfIOW 111OL111(1 dr.--o,�jings Page 4 Ln t e. r a I a r i cJ (I o -,s (,, t.a n k P �1 g C" 5 DiMribution media Page, 6 Systern maintenance s[')edficatiniis Page 7 I'vlanagement and contiiigency plan Page 8 Pump curve and spe(.,Jfications Page 9 Site Plan Page 10 -'Attciched Soil Lwiluation Report Desigm-)i- James K. Thompson Licerise Hw-Tiber' 30021 Date'. 03/1'//23 Phone Number-. 15) 248-7767 Signature: EZflow Mound Coniponcnt Wrw�fl V(,,i-. August 20, 2007, .)SWMP Publication 9.6 Uesign or Flr'essu,re I I Networks for T-SAS (01 /81) and PI-e.-SSUre Ustribution Cor'npor')ent Mankial Ver. 2,0 SBD-1 0706-P (N. 01 /01, R. 10/12) EZflow Mound Verson 3.0 (R. 3/1 il 2) Pagel of 10 Mound and Pressure Distribution Component Design Design Worksheet Sate Information (r Or C) R Residential or Goi-nn-'ierc.lall Bcsign 300.00 Estimated Waq(owater Flow (gird) 1.50 Peaking Fnetor (e.g. t5 = 150%) 450.010 Design Flow (gpd) 4.00 Site Slope 99.0 Installation CONOUr Line Eleval lon eft) 16. Depth to Liniitlrig Factor (in) 0. "0 Ira -situ Soil Application Rate ((jp(JJC) Distribution Cell Information 6.001 Co,11 Width (ft) 3t 4� 5o 6� 7� 819 or 10 Only 0.95 Dispersal Cell Design Loading at (Upd/f[�) 1 :1 1 n fl L) r, n I Wa s t nw,-,i t c r Quality (I or 2) Pressure Disribution Information (r, or e) e Center or End Manifold 3 Lateral Spacing (ft) 2 Nurnber of Laterals 0.156 Oi-ifice [darn eter (in) (e.g, 0.2) 3.00 'stin-,ated Oril"Ice Spacinq (ft) 71 2.00. Forcemain Diarneter (in) 120.00 Forcen-iain Length (ft) 86.00 Inside Pump Tank Elevation fob 0.00 Forcernain Filter Less (ft) 4,55 System Hoad (ft) x 1-3 14.67 Vertical Lift (ft) 2,20 Friction Loss (ft) 21-41 � Total Dynarnic Head (ft) Lateral Diameter Selection in. dia. Optiori'c' 010ic-c" 0.75 1 -00 1,25 1.50 x X, 2,00 x 3.00 x Treatment Tank Information 1000.00 Septic Tank Capacity (gal) Wieser Concret ManUfacturer 110.00 C011tOUr Length Available (ft) 80.001 = Dispersal Cell Length (ft) Are the laterals the highest paint in the distribUtioll y ii e -t %.vo r k? If N above, entei- the clevation (ft) of the highest point, 8.89 ft2 /orifice Does flie forceni-ain drain [Dack? L y Enter or N 1,9.57 Forceniain Drainb-ack (gal) 72.04 5x Vold Vokime (gal) C) -1 .( 32 Mi i - - i.jni Dose Vollijmo, (gal) iihi 29,081 Systetii Deniand (gpm) Manifold Diameter Selection in. dia. Optiorls j Choice 1.25 x 1.50 2-00 3-00 Gallonslinch Calculator (optional) 653.131 Totfall Tfe7inl< C,-ip,-tcity (gal) 41.00, Total Working LiqUid Depth (in) 15.93 galfin (enter ill cell B49) Dose Tank Information Effluent Filter Information 7 653,13 Dose, 7'ank Capi--icity (gal) 15.92t Dose Tank Volume (gal/in) Polyl-ok Filter M ca n ii factu i'n, r PIL 51215, Model NUMbOr W ieser Concrete jIlan ufacturer 1 --filici, Project; Swanson 3 be,(Jroom replacement mound Page 2 of 10 Mound Plan View . . ....... ........................................... ............ .................................. l'I 0 B ' . Observation Pipe 3 .' /........ . . . . . . . . . . . . . . . . . . . . . . . . ...... �- K •••sa°xsA��R°m° ••�aa s'�•a�yu°f°i�R.°•a°p�Rq rxr.Rpr°p s•s�°R�'o••°Q�yR°■iy�••.a°am°o�'AR°°•°'�Rr°s°•R°•a°�s e�Rd�•=A• e•�s�akya 1 i R°..7 •�q •e •G •�a•�'yp�. �6OR�s�R7 •� •�i •�A •� a�A���•�!P7•�°•�L�dC bgq•�Ra ����a�Rk�6yR �q.�RY •�0 •�C ���r°.•�q• �k•°r•�S •`i • � •RR R�•w=�Rh �i$•�1•nf •o •bY °a Rim •i •m1i.�a.k y�y6A'•Y •1•�•Aa•Aa�R�•p=•Oc�•b=•Y= i Y •ti ■•b�•A�•.t°�MY •�1�•ce Klf ��R•�1•ID91 Rapsa••�p9�'y s��RR,fR•f9 Rya°�praka �as��•°p0°�Ya•n°R•'aa=r°R•°gA•°. aRaR AtlRaa•Ra i•r ad'#aa•°�aR Yk4Av4y i�fp.=b R„ iR•. L��•°•1[�ryK R�M�•�i° p�. •pa•v�'p�R'R6aa�g � �°�tl•�a�•a•R•II�R•R•=•dR °RR°xR�y°Y ■�ob��•# ERR ■�'RR. ■�a��R �#�u��k =��p C=�•��y•S9 ■9■� • • • • y �Vl • • •P R a • r aq e • •W •p n • • sp • • • • r f �.• � ! kID • ks ! pR ! pR.a b�.4 a� • aa.�.� a�.. � �.• ads.! ia�.! Y :• eC � i x wR • aA1 • wM �1_ �[_ R,i • �ID RR � ki kR q° p'f m p� • � • i� �= R 'Y . * • kII t° R� � W A 6.00 ft B 80.00 ft (14-L 20.00 in B• U L Mound Component Dimensions E 22.88 in H 1.00 ft K 11.36 ft F 12.00 in z 11.61 ft L 102.72 ft G 0.50 ft J 1 8.48 ft W 1 26.10 ft 480.00 (ft2) Dispersal Cell Area 1409.09 (ft2) Basal Area Available 5.63 (gpd/ft) Linear Loading Rate 8.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View EZflow Dispersal Area Finished Grade 1 03.17 (ft) 41 H G F ' • •' p •' 1 p1.67 (ft} Lateral Dis ersal Cell .. i . , . , .. , . , .,.., 10�.�7 ft}—► .•: 6 ,:::;:;::;:;• Invert Elevation Dispersal Cell ; .. • .. .,. p Elevation E :;:;:;:;: .,.,.,.• ... . . .. . . ... • • • • • • • • • • • • • • • • • •.. •.. .... • • • •- �.. � .: � •..� •-�::-•.. �.. �..:�.., � • - - s-�-..•��.. �' �r'i�f Cwi �i- ,�' yL' A' Y �1 r ti J���.• W •✓ Y L��� �� �' • r l .......�.......:;; ..,.:...y_y:. R..L.fr+~a.:_.:.y-„i^�``^.' `^,����•..ta�kL` 4 J s.� + yti . '7. ✓ r ti 1 kti �ti i '} r t` s`r 1 ti r� ti *� s; r ti 1 ,f s ; ti ♦ 1 . 1 r' ff 1 r .� r f .........__..._ . . --.-�.�...�....... f5ti yti { ti» r �r yr r r�4 a1 r� r.1....._.....-......-..................... .. _ ...-x.... _...:.:..:.....:.:.:................:. ..y ....�.:�,. ._ ..._ . , ......99.50 (ft) Contour Elevation 4.0 % Site Slope Typical Dispersal Cell Shading Key 1p See Page 5 M Topsoil Cap > W •C- }}��}}� Subsoil Cap ©� = Approved Geotextile Fabric Cover ASTM C33 Sand �, • ;� 2.0 ft �► = w 1■ ■%RRR■ 4 �� r Tilled Layer R� rRs�r°s�.= f�f° K°R=•.= ••. ••.�••.=RR ==.=RR ••�•� •� �•••• __• 5 J EZflow Media ,� R� U� .�: ti: �..:..:..� .:.....:..:..:.. ..............r. Cl)"d' 0 0.5ft ..._. ._. ... 1U. 1 AAL See details on page 4 for number, size, and spacing of laterals. Laterals are located in the 4" gravity distribution pipes as shown on page 5. Project: Swanson 3 bedroom replacement mound Page 3 of 10 End Connection Lateral Layout Diagram Place Appropriate Lateral Diagram From Right Below S= T u r n - u n -edb 3 11 v 3 1 v j i�;Io � ri i-D i at.I t j!) P '� Uh 0 !-1 e rD r 'It;� '"I f -1 f C' I' If -1;� Fj F. FoicG r-n i I- Fi C-1 Cl F1 F1 �-j I-J Ion Yla 1-1 �riifold! I r-i _j 0 1 Fi L a t c- r a I s-z c, r,-:,? F T1 I 1 4 C'7 r or oW:c- to rn. L, r.M _a�_.� 7_i . P S P �--: T.-i b 1 .2 `3 P-'4. --F, All K.Iffifirall Wilth au[fices equally NUIT1130T of L-ntet-als Lateral Diarnetet- Later-al Lengffi (P) Lateral Erid (Z) Later�il Spacing (S) L�iteral Flow Rate Sy,cJem Flow Rate no i Li n k u.. F-T) r) () [ Wieser Co Capacity Vo I u ry) e. 2 1.50 In 79.26 ft 0-74 ft 3.00 ft 14554 p rn L 29.08 qPI-n Orific,c) Diameter Orifice Spacing (X) Orifices per. Latera.1 Orifice Density Manifold Lenqth Manifold Diameter Fol-('emaiin Velocity r),r-.Qd2% TnnLt, 1nfnrmnfinn 0.156 111 3.02 Q 27 8 8011 ft'/01'i fi c0 3-00 ft '1.50 -H] .97 f 1: /s Pr, L(..-Aing c(jver with wi,-arlirig la h c" I n n d I c ck I n g d e v 1 ce� a i i aterdyh( Al,'nrnntc nittlet lucation L.rnain diameter 2 in,. D hole 0i'anti- n device ip off elevation (ft) 8 7. L70 tank ele,,,Liticin (M [7 8 6. Alaniq Manufa(;turer SJ Rhornbus Alane Mudpl Number JB Plugger XL P(inip Mar1L,1fc-1C.tUrCt- Zoeller Piir-np Model Number BUJ 152 PI -Imp Must Deliver I 29.081gpm at 1 21-411 ft TDH may not be Used in this system. Project; Swar Fon 3 bedi-com i-er.)Iacement mound Page 4 of 10 EZHOW 9 Distribution Cell Media Layout 1— ),0 0 Cell Width (ft) 1 1.50 ISIdewall to Lateral (ft) Distribution Cell Cross-section Arrangements Component Legend SR1 -7A BLindle - 5 ft or 10 ft lengths, SRI-12A or EZ 1201A Iri 5 Ror 10 f(Ion gths SR3-121-1 oi, EZ 1201 P of SR3-12H iri 5 R or I() ft long ffis 4" Perforated Distribution Pipe VVIII-1 Pressure Lateral Ins jdc,, 0 Turnup Lnclosure P1_P_:.SSLIre Lateral Bundles are covered with approved geotextile fabric as per the their product approwal- Distribution Cell Plan View Layout - Typical 1 6.00 1 Cell I Width - A (ft) 1 80.00 ICell Length - IS (ft) Cente r Connection Lateral Layout DOgram, Force Main bmi hEm hmm � hom bom ftm *=a oil= ftilm kmd OhNi ami 0 6 ft Wide End ManifDld 4 0 1 � PWO Smi Oftok Emb � PNM ft= im*. imimi IN= Project- Swanson 3 hedroorn replacen-ierit rnaurid Page 5 of 10 Mourid m Maintenance and Operation ifications Set -vice Provldler'� Narne, Jmaes K, Thompson Phone (715) 248-7767 POWTS RegLJIr-ItOt"S H@1110- ISt.'Croix Courity Zoning Dop't Phone 1(715) 386-4680 Svstem Flow and Load Parameters Design Flow - Peak 460 gpd M a xii rn Lj ni I nf I u ent Partiole Size. 1/8 111 Estimated Flow - Ave4unge, 300 apd Nlaxirnum BOD5 220 rng/L Septic T,-ink Capacity 1000 g a I Maxiniuni TSS 150 niq/L ,Soil AL')c.-,nr[,')fjon Cornponent Size 480 ft" Maximuni FOG 30 nig/L Type of VVastewater Domestic. Maxinium Fecal Coliforai >1 OE4 CfLI/1 00 mL S I c-lpfic and Punip Tank Effluent Filter Punip and Control.s Alarm Pressure System Mound Other Service Freauenc Inspect and/or service, once every 3 years Inspect ,:ind clean -is necessary at least once every 3 years Test once, evory 3 yerars Should test periodically Laterals should be flushed and re s � u re tested o. v o ry 3 years Inspect for ponding and seepaye onc.e every 3 years Miscellaneous Construction and Materials Standards 1. 0I)servation pipes slotted and ri-taterials conforni to Table. Sl'--'S 384.30-1, have a watertig[it cap and are secured In as shown in the EZflow Mound Component Manual e'er. August 20, 2007. 2. Dispersal cell media coriforrms, to LZflow products approved for- use with the EZflow Mound Coryiponent M,-.inU,-fl Ver. August .20, 2007. Medin is covered with an approved geotextile fabric. 3. All �jravity and pressure pilping rnato.yials confortii to the requirenients in SPS 384, Wis. Aft. Code, 4., Tillage of the basal, area is accomplished wit[-'i �i mold board or chisel plow. 5, The mound StRACtUre and other disturbed areas- will be, seeded and 1"TIL11ched to pl-event Sol] 0'rosion and help redi-ioo, frost penetration, Lateral Tura -rap Detail Finished Grade * IP 0 a & 6 0 a a a 6 -0 0 0 0 G 0 0 a 0 a a 0 \J4 f.- - - -- 7--: - 7--. - 7. ., 7:,, 7,. 6-8" Diarneter ll-�i-wn Sprinkler Valve Box Ends at Last Orifice Where V�iri@blo Le.ngth le rout Begins 1.98 Feet Distribution Lateral Lateral Cleannut 00 Threaded Cleariout PILIg or- Ball Valve Long We �,Bends 90 or Two 45 )egree, Saiiie Dian')(-ytor Lateral P I-0j C) ct: Swanson 3 bedroori'i replacenient niound Paq0' 6 of 10 Mound System Management Plan Pursuant to SPS 383.54, Wis. Adm. Code General This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [EZf/ow Mound Component Manual 8/20/07, Pressure Distribution Component Manual Ver. 2.0 SBD-10708-P (N. 01101) and SSWMP Publication 9.6 (01181)] and local or state rules pertaining to system maintenance and maintenance reporting. Septic and pump tank abandonment shall be in accordance with SPS 383.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. 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. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1 /3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner as to when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Wisconsin Department of Commerce. Pump Tank The dosing (pump) tank shall be inspected at feast once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. If the force main has a weep hole, it should be noted if it is functional during pump operation, and if not, it should be cleaned. *****No one should ever enter a septic or dose tank since dangerous gases may be present that could cause death. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mounds perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October -February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg1L BOD,,, 150 mglL TSS, and 30 mglL FOG for septic tank effluent or 30 mglL BOD5, 30 mglL TSS, 10 mg1L FOG, and 104 cfull as mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 3 years. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its` present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your focal POWTS regulator and service provider. Project: Swanson 3 bedroom replacement mound Page 7 of 10 PUMP PERFORMANCE CURVE -.MODEL 151/1521153 50 1 4 45153 _ 12 40 35 „ .30 25 4 10 ' 0 14 20 ..•. 44ED 64 70 64 94 160 G&WN$ t,fiERS do 40 40 260 240 MO 320 360 FLOW PF-R MINUTFS NOW • i . 9. ob C10&1► ��I�"rr1,t,Crt� c�►"S� r l' � '� �o CONSULT,FACTORY FOR �.. E CIAL AP PLICATIONS Timed dosing panels available. o Eleb*N ait it6toit, for duplex systems, are available and supplied wtl an ;alum: Variable level control switches are available for Controlling - single phase systems. 'Double plggyback.yadable' level float switches are available :'` fcx variable level long and short cycle controls_ Sealed.QWkBx available for outdoor installafions. See FMi42o.••.. 0vef 1300F. 541*C.) special quotation •required. 15111521153 Serles 1, 15i►i52#i53 MODELS Con'trof Selection Model .Volta -Ph '. '-Mode. Amps .. Simplex N151 •- 115 ' .. ' .1 :,:,,Non -. . •0.0 1 -Duplex 2 or 3 BH151 115 1 Auto 6.0 IWuded 2 or 3 El 61 230 .' •:... Hem 3.2 1 2 or 3 BE161 230 1 .--Auto .3.2 Included 2 of 3 N162 . :-116 1 :. Nan' 8.5 1 2 or SN162 115 :1 ,"Auto : 8.5 Included 2 or 3 E152 23t1 1 :- Non 4.3 1 2 or 3 SE152 . • 230 1 Auto 4.3 Induded 2 or 3 N163 ,116 1 Non 10.5 1 2 or 3 SN153 115 • 1 Auto • 10.5 Included 2 or 3 E153 • •:23t] 1 Na€� 5.3 1 2 or 3 8E'#53 30 Auto 5.3 lnciuded 2 or 3 TOTAL DYNAMIC HEAD/FLOW PER MINUTE EFFLUENT AND DEWATERING MODEL 151 152 153 Feet Meters Gal. liters Gal. liters U. liters 5 IL 50 189 69 261 77 291 10 3.0 45 170 61 231 70 265 15 4.6 38 144 53 201 61 231 20 6.1 29 110 44 167 52 197 25 7.6 16 61 34 129 42 169 30 9.1 -- -. 23 87 33 126 35 10.7 .. _ _. -- 22 85 40 12.2 -- -- -- -- 11 42 Sh6off Head- 30 fl. (9.1m) 38 9. (11.6m) 44 ft. (13.4m) Model 151 0145009 Models 1521153 - 6114 3 27M 4 618 3 2rM 3 2M2 SK20M SELECTION GUIDE 1. Single piggyback variable level float switch or double piggyback variable level float A cAL1TIt7N switch. Refer to FMgd77. R•i; lnstaliation cat enntrols,' protection devices and wiring should be done by a qualified 2. See FMO712 for correct model of Electrical Alternator E-Pak. licensed eiectr'ician: All eiectrlcai and safety cedes should be followed including the most recent Natlooal Electric Code (NEC) and the Occupational Safely and Health Act (GSHA}, 3. Variable level control switch 1 D-{225 used as a co€�trol activator, specify duplex (3) 00, 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. Loukvllle, KY 40268.0347 Manufacturers of.. . •f � .:3ry 1 t { y r -. = tip .�: SHIPTO: 3649 Cane Run Road Lo�►ls►lllle, KY 40211_1961 I� cP ��c��l p - JS•49'FY'-- a (502) 778-2731 o 1(800)928-PUMP QL. 1Ti' mlmvf ljvcr %ttpY1www.zoe11er:'com - A# FAX (542) T7`4-,3624 © Copyright 2004 Zoeller Co. All rights reserved. 4; U, 4 IIeg \ C-0 r n 4,164. L-1 .2 1 S44.,Vo A4c. 4rez ;" 6ru.r"�5r �Al G LO ��,i 1 C�r'�'� .sE�►rs� p af-C,4 t•9r C S e ,--- an 0,. . 4're, � i & 4 ",4 s-r&f D 17 ff.5• Vd R11,6. ►t Pei,�,' 0 (/0 { -) 0 CS 17 T Wis cc n s' n Depart n* th 4-8a"y- 6iPW�S � o 1) �1 I S L� I V I ce S Page 1 of 3 Division of Industry Services AUG 1 2017 SUL EVALUATION REPORT CC Ll 11, ST. 0 RO IX OUNTY 1 " 1 8b, W b. Ad ri), C I e 51 Cfoix jfd-p 41[74s�slj"18 1/2 x irl size. At I en ch co? n p I e I c I W N rw 1 '1 iriclic. Plan must Include, bLJ1 001 liriiited tu- vertic,-,-O K,w.d horizor,ik�il ieforer)Ct.�. I -Mint (BM). direct::)n ania, pefcent-s1or%,.' sc;ole of 110(Vi rLirrovv, -�1,r1(1 arid distc-��ice to iic---ar-E.,st roadl (I 0,J - 10 �3 B - 70 050 Ref#2484 Please print all information. 1, Ze e'd by D Porsorial inbrmy (ion Yo on p ro v i c I e ri i,-i y bc, mr; e d f o r s t! f --,,aw- s. 1-5.04 m)). L3 JOFJ Propeny 0-wrier Property Location Ef o Kurt 8, Dam,;i sv)�Iflson Govt Lot SE 1/4 SW 4 S 1 2 N R 16 E (ark W Properly MaJing Address Lot It Block # SLINI Nramp orCSI'Vift 302 265"' St, Na Ns Na City a t u. Zip Code P horic- Nu n fiber city VI I g c I To-,,-arl Nee rest Road VVeodville W1 54002 (715) 220-5380 1 �1 U� G C-L I I L' A 65,-S.t. &. C o N consiruct- U-se- FX s i d r i t i a i ew Ion A R e I I Number of be-d roanis 4 Codu dufivod Ot�EIqn Jjo�-,� le E,11,Y) F PUblic or Commercial - Describe - P,-i r (,, ri t ri i C-i t c.-! r 1 1-:11 Glacml Till F I d i t, I V t] t ,, o 1) 1 f -:1 [,j P C, t1 1) General s,'jrld slt, st,ntlble for mouild I-ICIM-.13. kecowflwrld�-d IrifiltrMive suf-, 133-ormg El 13oring M [-]It Growid slirfa("(.� elo.v 99 53 ft 2 3 16-18 4 18 -27 5 2 7 - 35 , - 6 36-116, 77 Ro6ig 11 Doniir-i,in! Color R(.,,lax Descfipfion TeXtUrC S FLJ C t 1-1 rO, hluilsr:dl Do Az. Corit. Color Gr. SZ sh 10 r33 noric 2fsb�, sil 7,5yr4A iiorm, 2r11shk COSI V 5 y MA f2,f tx) , f 2 r'n S 1) k 1 0 y ,r )/,j 1 n) 1 (1 15yr 5/8 f5l I msbk I I OY613 cclir C) I oyr6/3 I csbk El Boring Depth to I i i):-ti rig factor 16" in. 11 F; is e r i c e Boundary Rook G I Dif I "Fffiti 'Ff9f2 mOr Cw ZVU 0.8 nivfr C �Id I VU &6 1 �0 I-r- Vf r CIV i Vfj 0.8 1.0 mvf r q w 0,2 0.6 Or 9w 0.2 o.6 n) f 1- 0.2 0.3 Depth to limiting factor 22" piri "Oil App1t(-,-ih(:ir1 Hate Horizorl Depth Dominant Color Redox Description Texture Strucl.ure cansistew:v- o r I d,r,i f Y F � o o 1. S C Ire Munsell Qu, Az- Cord. Color Gr. Sz,. Ski. E ff 4 1 TV40? 0- 10 1 Oyr3!3 f1cric 1 2 fq r, I vf,fri 1 0,6 2 10 - 21 1 OYN4 �jj I i i 0A CW Mjr-ri 0-4' 0.6 3 22-2� 7.5yr4ffi F26 V.byrbi8 fS1 Imsbk dsh %1W 14fri1 0.2 0.6 4 29-41 10yr513 r'r'l?;) 7 FjV1e5?,8 scl I csbk MVfr 1 of 0.2 0.3 D 2 2 0 Effluent #2 130D. 3 0 2 20, m(A and TS S > 30 :9 1 So Mq/L mg1L 11 it I S S > 0 :5 150 C,ST Nawe Pririt) 8 gnate CST Number Limn K. -1'hoimpion 30021 A d [I re -,-3s ate f-valuation Conducte Telepliorw, Number 1)40 P,)Uh,'50r7 J-jkc, O-L,cemla, kN] F,4020--A1 3 mirM u2017 AA 9, 1!;� 2,184167 S B 1) - 8 3 3 0 (4f 1 } • ❑ Boring 3 Boring # Pit Ground surface elev. 07.32 ft V// Depth to limiting factor 18" in_ Snil Annlinn inn Ratp Horizon Depth In_ Dominant Color Munsell Redox Description Qu, Az. Cont. Color Texture Structure Gr. Sz. Sh: Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 1 0-8 1 Oyr313 none SO 2fgr mvfr cs 1 vf,fm 0,6 0.8 2 8-18 1 Oyr514 none SO 1 msbk ds cw 1 vf,fm 0,4 0.6 3 18-27 7,5yr416 f2f 7.5yr518 cemented Ivfs Osg dsh cw - OA 0.6 4 27-36 Oyr6/3 m2d 7.5yr415 Cl 2msbk mfi - 0,4 0.6 Boring # ❑ Boring El Pit Ground surface elev. ft. Roots GPDIFt Depth to limiting factor in, Soil Application Rate � *Eff#1 �Eff#2 Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary 1--:1 Boring # El Boring El Pit Ground surface elev. ft Depth to limiting factor in. And Annliratinn Ratp Horizon Depth Dominant Color In, Munsell Redox Description Qu_ Az. Cont. Color Texture Structure Gr. Sz. Sh_ Consistence Boundary Roots GPD/Ft2 *Eff#1 "Eff#2 * Effluent #1 = BGD, > 30 t:- 220 mg/L and TSS > 30 5 150 mg/L * Effluent #2 = BGD7 > 30 5 220 mgtL and TSS > 30 :5 150 mg/L. r4i tax o. ( (zt-j ol + 80' f .6L 1 3r 4rr 4" CAST -A -SEAL A � �r r.w� �� r `� �L �r•� .��� � r,ww, r � A •• I I I I 11 1.1 tz I 1111�a- I U 1 � � � , 1I'�I1 � 1 cv ,I 1 I l a I I [] 1 r � 1 -4 III T I I,i I1•II I I rr I . I I. 1 1 ❑ x6 � .I FILTER OR II.II 1 I •.II-FL❑�1V TRU 1� - +i- BAFFLE-- 111------_^--- I�. WLP1000/650—FDL TRIPLE & ` CL. TANK SPECIFICATIONS � � o DIMENSIONS: 4" CAST -A -SEAL WALL: 3"gOTT❑M: 3" COVER: 5" MANHOLE: 24" I.D. PRECAST CONCRETE RISER HEIGHT: 57" C.D. LENGTH: 3'-4" O.D. WIDTH: 6'-0" O.D. BELOW INLET: 46" C.D. LIQUID LEVEL: 41" WEIGHT: 15,000 LBS. 4" VENT OUTLET j - 1 11 -d- CL 1. D I• 1 I d 00 3rr 43jrr 421rr 57" SIDE VIEW TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS PUMP PAD w INLET AND OUTLET: 4" CAST -A -SEAL BOOT OR EQUAL GASKET INLET AND OUTLET BAFFLE AND FILTER: WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) LIQUID CAPACITY: 12.37 GAL/IN (SEP11C) 12.37 GAL/IN (SEPTIC) 15.93 GAL/IN (PUMP) LOADING DESIGN: 8'-0" UNSATURATED SOIL TANK CAN BE USED AS: SEPTIC/SEPTIC, SEPTIC/PUMP OR SEPTIC/SIPHON COVER: MIX DESIGN #8 (NO FIBER) TANK: MIX DESIGN #10 (STRUCTURAL FIBER) CUSTOMIZED TANKS: FOR CUSTOM TANKS CONTACT WI ESER CONCRETE REVIEWED BY REVIEW DATE w w � a 0 r 0 EiJ 110 0 0 0 r m © a J � © 3 Q Q w J ol © Li L, J Lo �w n CG � Ca U Lo z 00 W 1 © U) LuD C7 = 00 n 0 LL- W _j ILof Z 1— Q C to o CL o w o V) r SHEET N0. 1 � OF 1 r lffiftg,410 PIns 4 DLYA k X MaDvalions in prmst, Dr-ahlago Vjm Zabel" & Rlm lewyle r Products A DivIsion of Polook 1-no. PL-525 Effluent Filter PL-525 Filter ..,1'I e FL-525 1. 'i I ter is ra t(,d for 10 0 (10 C'o 11 D (ga N o I is per. play) III a ki 11 u. it 0110 n f fll 0 largest fi I te rs liri Us class, It has 525 J ille,LIV feet of 1 /16" fil tva tlmi slots, Lik, the Poly lok PL-1 22), the Po I y I o k- P1 - 525 h ( a s a i i a i.i to rn atic sh u t-o ff ball installed with every filter. Mien the filter is Tel-11OVed, for cleaning, Eh(, ball i I I float up end temporarily shut off the sV,;tem so the ef f I im i t w on't leave the tank. Features: Rated for 10,000 G PD (ga I I ol-i s p -e r cl a 525 11 c e ar feet t of -1 /'16"' fil t ra t i0ri. Accepts 4" a n cl 6" SC f I P 4 0 1) 1 P Built ire g as d e f I e c to i,, Aut-onil-Air shot -off ball whei,i filt(n, is r(,1M()\T1d. A I a rn.i zicce,,-,sibil i Ly. Accepts PVC extension handle. PL-525 Installation: 17OWS t1p to 1&2a] foi- r--de,(ic-ntial and, cornme..rcas lal avast 1 1(1,0 0 0 g(A I I () T ISper day (GPD). 1. Locat(2 the outlet of the ,;(aj)ticry torile. V Rove e mth e tank cover a n d 1) L I I'll I-) t �) t`1 I -% j f tl C C ('� s �l I' 3. Glue the filter housing to the 4"' or 6"' o(iflet pipe., 11 ?-I the f il k, I. is not cenwi-ed under the access ope ning use a 0 Polylok Extend & Lok ar plecc, Of p1pe to center filter. 4. 1 nse i- t thc 1-11.-525 f i I ter into i ts hot.i s grip n, 5. Replace and scci.,irc the sq-)tic taiik c(,)v(-,i-. PL-525 Maintenance: T 1, for he PL-525 MIL,Ullt FflteTS Will (_)j)et'4-te eff CiCIALIV SeVC1.111 Years under norix) a I Co.11(i i tioll ti-, 1.)efo 11.0 MNI U i I' 111 Cr cleaning. It isrecon-miciided th-at the fitter Lie cleat,ied every time the tank is ptimped, Or,-LIL I(I'ast eveil-1v three yea is. If the i tista Iled f ilter contains ca ii o p t -1 on -a I A a 1.11.11 the owner vvill be notified by ati a-Tarni wh(,n dic filter 11cleck servicing. Servicing shotild tie done by a se. p tic tali k pumper or installe r. 1. L(cate I h t,otiL Ietof the sq)t ic tank. .1 emovcs tawcov(,r atid pump taiik if iiecessarv. 3 10A. . Do not use pl ii nA-lMo whcm h1t( is 1_('1111M 4 . Pul 1 PL-525 i, ti- i (I ge ot t t of th Eho t I Silily. 1). 14 f i filter' over t he s ep t i c t -(-I n k - 10 L--1 k e. S' U 1'(` �1 I -�ack into septic tank .1,01 cis fall L 6 1. n ser ( Lhe filter cartridge ba�k in to the ho t i Ls 11) a k st,we the filter rprlyalignemd completely i serted. 7. R ep] ace sand seeu re -s c, y) tic ta, n k cover. 1/16"' Filtrati( 1[1011=41 ,or m Switch tional) kept s 1"' PVC lensim Handle Rated for 525 Lliie�i� J"t. of 1/16" 1.11 t ]-tit Lol) �)Iol:,. Certified to NSFIANSI Standard 46 4 Outdoor Smarffilter O Aktrni Ex tei i d & Lo k7.11 Polylok, Zabel & Best filters accept Fi):iijy histalls the Smarffi I teiswi tc h zi nd a I a-r m . illt() uxim'ing L)nk.."i... Polylok, Inc. 3 Fairfield Blvc]. Wallinpfor(]. (T 00492 Toll Free: 877.765.9565 Fax: 203.284.85'14 jwlyj (--)1%7L. C() III ZP I w �EZ J,,,�OZU` FILTRATOR GEOSYNTHETIC AGGREGATE TECHNOLOGY EZflow by Infiltrator is an environmentally friendly re,placement to tr'aditianal stone and pipe drainfields using an engineered geDsynthetic aggregate modular design. The Uflow systern i designed to improve infiltration performance by (-:,fliminating the fines associated with ct-ushed stone, and reducing compaction grid embedment associated with (C.-tone, Preass embled Units include a 3" or 411 pe-ilorated pipe surrounded by aggregate and held in place with a dui'able hlgh-strength netting. This product comes in easy -to -contour 51 and 10' lengths and in diameters of 7, 8, 9, 10, 12p 13, oi- 14 inches. Lightweight expanded polystyrene construction offers structural integrity ai-td resists compaction. Engineered flow -channel s increase void space creating improved water flow and greater storage. �;ornpared with stone and PIPW, benef its include: Always clean and free of fines Bundles are quick to install, saving costs on heavy machinery and labor Modular construction allows configurations to match trench dimensions for most system shapes and sizes Engineered for optimal storage and absorption efficiencies Ability to contour along sipped sites and around trees or landscaping • Lightweight system is perfect for repairs and tight job sites • Easily hand -carried into position reducing time and labor 5' or 10' lengths with simple, snap, internal couplers Easier cleanup at the job site with the elimination of stone Manufactured from recycled materials rather than a mined natural resource 9 A wide variety of diameters and configurations to meet any installation professional's needs * Approved 'in many jurisdictions with an increased efficiency rating, reducinrainfield size Backed by the leader in the onsite wastewater industry INFILTRAT+DR-3 water technologies S-r clzol'-- HNTY SANITARY SYSTEM File #: %., Office Use Only ..L.000 Created 212021 OWNERSHIP/ADDRESS FORM CWIM]Lfflity Developnient Departi,iient �-%ldl Uti[17e tN-S 'iffort-nation to proviide the property owner with 11-1forl'T'lation reciarding operation and ii4ntenancc of your nevr re-placerrient siinit ary systern! This information �vM be providcd as part Of OLI t- ongoing efforts to r)t'()teC't I)LI[AC health, your well, groundwater, surface water, property values, and county resources. Once approw-A, this (-�)rnpleted form and educational information will be serit to you by email. �4 I TIT I - ilk' I - 4 2 FA Mal I A 4 ok-A 10 116-1 1 R " kyj F.4, V Ill [a] 'ilk Owner/Buyer Kw-t & Danc-a Swanson Mailing Address 322 265th Ave. City/State/Zp Woodville, \/\/I 54028 Phone Number,,recju;r-ci) (715) 220-5380 Ernall A(Idress (required) Kurt. Swap son@SonTooll. Com Parcel lclentification Number 008-1038-70-051 (found oil the l:)ro[Derty tZrx bill) WkIiET&W 0 *OT-4 a 'S E / 13 Prc)perty Locatiot- 'l 4 r S W 11-f4 Sec. T 28 N R 16 Town of Eau Galle Sul3division Plat: Na , Na Cortffied Survey Map # N9 WarrantyDeecf# 1156827 Number of bedrooms 3 . Volunie Page ff (before )Volumc ; Page 4 Sl--)ec house 0 yes W no Lot lines identifiable W yes ® no OFFICE USE ONLY New Property Addj-(,�,,s (Ve 'f'C )-;,y D(�,-/(,k-prent Dc-parlrnerit for new construction.) F I i C-L 0 11 u I r i (.--! vv a d d ress rc, (I U'red ( i o n -i C (,,, n) --n (Date) TN' foi'in rnusl be sobo-0tCd With (711 Pf'i'10te Ot�SitC Toter D-eutnr ent -Systern (POVVI-) New Syste m: in cluoe with this foon a recorded ,,urron t,y deed from th e Reg istell- of Deeds Off, icc, n n d ccopy of the cey-tified surley mop if rerence is made in the warranty deed. Community Devplopmpnt Dpp,-irtmont - Larld Use Division /-15-386-/1680 St. Croix County Gov�)rnment Center 715-245-4250 Fax 1101 Carmichael Road, Huclson, W] 5-A11,016 WmvSCCWi00V State Bar of Wisconsin Form I-2003 WARRANTY DEED Docume. . ....... . .. . ... . ... . . ..nt Number Document Name THIS DEED, made between Kurt W. Swanson and Dana E. Swanson, husband and wife, ("Grantors") and the Kurt W. Swanson and Dana E. Swanson Trust dated December 13, 2012 ("Grantee"). Grantors, for a valuable consideration, convey to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property"): The Southeast Quarter of the Southwest Quarter (SE '/a of the SW '/�4); ALSO all that part of the Northeast Quarter of the Southwest Quarter (NE '/a of the SW %) that lies South of State Trunk Highway "N"; all in Section 13, Township 28 North, Range 16 West, St. Croix County, Wisconsin EXCEPT Lot I of Certified Survey Map filed of record December 5, 2000, in Volume 14, page 4004, Document No. 634761. The Northeast Quarter of the Northwest Quarter (NE '/4 of the NW 1/4) of Section 24, "Township 28 North, Range 16 West EXCEPT the East 2 % rods of the North 20 rods thereof and EXCEPT Lot I of Certified Survey Map in Volumc 6, Page 1584, St. Croix County, Wisconsin. 8116529 Tx:4093086 969791 BETH PABST REGISTER of DEEDS ST, C ROIX Co.. WI 12/19/2012 3:46 PM EXEMPT##`: 16 REC FEE: 30,00 PAGES: I Recording Area Name and Return Address Mumane Brandt 30 East 7'h Street, Suite 3200 St. Paul, MN 55I01 File No. 66022 008-103 8-30-050, 008-103 8-70-050, 008-1069-60-000 • Parcel Identification Number (PIN) This IS homestead property. {is}(is not) Grantors warrant that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except: All easements, exceptions and reservations of record. Dated: December 13, 2012. .((SEAL) � - (SEAL) Kurt W. Swanson Dana E.-Swanson AUTHENTICATION Signature(s) authenticated on TITLE: MEMBER STATE BAR OF WISCONSIN (If not, Authorized by Wis. Stat. § 706:06) THIS INSTRUMENT DRAFTED BY: Peter B. Tiede, Murnane Brandt, 30 East 7 h Street, Suite 3200 St. Paul, MN 55101 1526301. * Type nanzc below signatures ACKNOWLEDGMENT STATE OF MINNESOTA RAMSEY COUNTY } } ss. } Personally came before me on December 13, 2012, the above - named Kurt W. Swanson and Dana E. Swanson, husband and wife, to me known to be the persons who executed the foregoing instrdment and acknowledged the same. Notary Public t s.. �. ''Ai L A. C APM Notary' Public -Minnesota 140�'''`y My Commission Expfm Jan 131, 2015 1 of 1 Kevin Grabau From,: 1,..Urt Sv,,eanson <[(Lj[-t.swaiisoi�',�1)�on�t-ool.cotn> W Sent. lbursday, April 13, 2023 11:13 ANII To: Kevin Grabau Cc: Jim Thompson Subject: RE: Swanson Sanitary Permit This email originated f ro n-1 art external source. Verify the legitimacy before cl icki in I i n k s cep- o p e n i ii g a t t a c h w e n t s Thinks Kevin! S o ns I oo I I ricor p n i -cl LA 46OThompson Roi (I "V.J 0 0 d v i V 0, �N 1 5 4 0218 From: I(evin Grahau <I(evin.GrabaL]@SCCW_I.COV> Sent: Thursday, April 13, 2023 11-:12 AM To: Kurt Swa nso n < k U rt.SWa Irl so n @ so n stool. co m> Cc: Jim Thompson <aceso1l@frontiernet.net> SUbject: RE: Swansan Sanitary Perrnit Ok.. awesome, I was just not si.-ire whether that existing access point was still going to be used or relocated, Thanks for the info. I will move foroe arcl with getting this address issued so that I can approve the Sanitary Permit, Have a great day, Gentlemen. I(eviii Grabau I Coiiiinunity Develoj)rnetit - Laiitl Use I-III-:1111-lev ST. C R.01, TY From: I(Urt Swanson Sent; Th(,,irsday,April 13, 2023 8:45 AM To: Kevin Grabau <.KevIn.Grabau@sccwi-gov> Cc: Jim Thompson <acesoil@frontMernet.net> Subject,, RE: Swanson Sanitary Permit This email originated fr,om an external source. Verify the legitimacy before clicking links or opening attachments. Kevin, Sorry, I viasn't very clear in my email. It's further north than that. Ive circled it here. Thanks, l(U rt 1 .Okk k" 14 #6 VWI A CTRL Mw 8 77777" 77717.77-0-77 _71-1 SonI Too 11 n m rpo rti V_ d 4 6D T 1) f.,) i i) [) -'11 o n R o f i d V4i "[).dv111(-7r W1 54028 From: Kevin Grabau Sent: Thtirsday, April 13, 2023 8:35 AM T: ,.Stool.com> oKU rt Swa ii sc) n <1(qrt.swanson.@.s�__" Cc: h'n Thoi'npsori f ro-litlern rn"It. net> Subject: RE. Swariswi Saiiitary Pennit K L.j rt, I have to head into, a meeting for a while- I thot-ight it may be easier to shmev on a n'.ap. FrOM YOL,ir email i-esiion se below f i s you r d nveviay g of ng to be pp i-oxi rnately vih P, re the o ra nq e I i rye i s? I n-)ea su red 150 feet not-th of the rielghbor's driveway. can call later this ii�orn i nq -If needed. I ULIVI'll"Al. IM lip 4-1 NAY I T TO W T 1 '01111 04 tk ij pit 1 -1 IM 6W 4� A Kevin Grabau I Community Development - Land Use Planner 3 R ..IYNTY From: I< u r t Swa n so n <ku rt. swa nsc) n @ so n stoo 1. co rn > Sent: ThUrsday, April 13, 2023 6:47 AM To: KevIn G- rabau <1<�..--:,%."In.Grabau@sccwi.gov> Cc: Jini Thompson <acesoillPfroruler net. net> Subject: RE: Swanson Sanitary Permit This email originated from an external sow'ce. V(,"tffy the legitimacy before clicking links or opening attachnients. I(evin, Forgot to include my phone nUniher. During the, day number liere at work is (715) 693-2471. Thanks, Kurt Sons Tool I n co rp () r�) t o d 460 Thompson Road 1 c,odv11!(:..,. W1 54,028 From: 1(UJ Swanson Sent: Wed np-sday, April 12, 202-3 5:54 P1V1 To.- '1(evin Grakau' <Kevin. Grabau@sccwi.P,,. Cc: J i ni Th o ri-i p son <a ceso 11 P, fro nti e rnet. net> Subject: RE; -S�vanson Sanitary Permit nevin, The driveway ppes south froni the. house but then tUrns east and proceeds oat of the woods. It passes just north of the pin before Wrninr, to the northeast, it hits 2651" Street about 150 feet north of the neighbors driveway on the other sicle. At no point does it leave the property [)olonglng to ri-iy vfife and I. Please contact MO, ThUrsday at youl. convenience and we can discuss It further. 111 a n ks, 1<urt Swanson Sons Tool I ncorporated 460 Thompson Road Woodv'il1c!,'Wl 54028 From: ]it-n Thonipson <acesoi1@frontiernet-net> ,Sent: Wednesday, April 12, 2023 4:59 PM To: [<urt 5-wanson! <kurtswanson@sonstoo1.com> Cc: Xevin Graham' <Kev!n,GrabaU@SCCWii-gOV> Subject: FW: Swanson Sanitary Permit Hi Kurt, 4 I(evin Grabow has a cliiestie [i aho(it the loc,-.itiofiffith of the driveway that will serve YOUr- new horrie. See earlier cor-respandence bellow. CZM YOU comact hkii to clarify? Keviri caii be reached at (71) 248-7767. From: Keviri Gl'abaLl <1(evin.Grabau@sccwi-,gov> Sent: Wech)esday, April 12,2023 Il2l PM To: Jim Thori-ipsori <acesoiI@frcntiernet.net> Subject: RE: Swarison Sanitary Permit Jiml I am looking at the site plan. The drivev-jayjijs1-, stops, and I do not know where it is going and Mill to access from a road. The address cannot be i5SUed utitil, the location of the access will be. It does not appear that the driveway can keep going south, as there are properties owned by others straight south. 0 Thanks Kevi n G ra ba ti I C o n-i un o n i-K'y Development - Land Use F' lin n ne r From: J i rii Th a ni ps o n <a ceso i I (W J, t'o i it ie rnet.net> Senv Wednesday, April 57 2023 T45 PM To: Kevin Grabau <Kevin. GrabaA@ i 5��Wl.gqv> Subject: RE-. Swanson Sanitary Permit This email origi ernal'sol.irce. Verify the legitimacy before clicking links or opening attachments, Hey Iv, I've attached a site plan —G102 -that Ndi-, S�,%lanson gave ine th�t indicates that the driveway will come in from the south and east with the garapre , - on the west end of the structure. AtLached are a set of house [)1an.s hoLise plans. J I rn From: Kevin Grabau <Kevin.Grabau@sccwi.gov> Sent: Wednesday, April 5, 2023 11:10 AM To: acesoilPfrontiernet.net Subject.- Swanson Sanitary Permit Hello Jim, E. The Swanson Trust Sarii-Lary Perr-T-iit necic.] a few things before I can issue the sanitar-y permit - 'I, Mere is the c]r'iveviay location going to be? See attacliecl PDF t,Tia[:). The orange is the approximate house locat'ion and the gi-een is the al) pi-oximaLe r,iiourid location. Th(._� fi-ia[D sho�.%ls all three of the Sv,lanson TrSt parcels, 2. 110L.Ise plans Thanks 11(eSri n Grabau I Comma nit, Development - Land Use ijlrann,�h- 1101 Carmichael Rd Hudson Wl 5,401 G f*- T15-381-4382 1 C: 715-716-0698 Kevi,ii.Grabau@sccwi.gov K C R01. PNTY FA ST. CRO --NTY SANITARY SYSTEM File #- INCOUS111. Office Use Otily lip OWNERSHIP/ADDRESS FORM 0-eated 212021 1 1 Community Development Depai'tment will Litil 17e this information to provide the �ircpprty owner with i n form ati o n re g a rd i n g o pe ra t i o n a n d t i i a i n to n a ii cc of your new or' replacement s a ri item system! T h i s information Zvi ll be l)rovidecl as I'Da rt of o u r o n g o i rich cuff (-) rts to protect p u b I i c health, your well, g rou n (1 ?-Ja te I-( surface water, [)roperty values, �111d COUrlty reso�jrccs. Once'---ip[)roved, this eempletec®i form and edUcational i n fo rm �i t 1 o n vvi I 11--) e s- e t-i t to yo u by e ri-i a i 1. Owner/Buyer OWNER/BUYER INFORMATION Kurt & Dana Swanson Mailing Address. 322 265th Ave, City/State,/Zip Woodville, VVI 54028 Pho i-ie N Elfin er (required)_ (715) 220-5380 Kurt.Swanson@SonToo1.Com Email Acidress (re.'ejuirew) Pa rced I cl c. Mif ication N ai ml)er 008-10 38-70-051 (found on the propel-ty tax hill,, i - zi 11 MRX 1; 1 ;ifn 9,14 "0 Proj)et'Ly Loc-ation SE 1/4 1 SW 1/4 , Sec. 13 , T 28 N R 16—W, Tm,jn f Eau Gall Suhdivision ll-�Iat: Na Certified Survey Map Na Volun-le WarraZnt7yEeeDbefore 2006)Volume 3 --q7Spec hou0se 13 yes N no Wjrnl..�cro be-droorns J Lot# Na Page ff- .1 Pa g e It Lot line� Identifiable N yes IJ i�o OFFICE USE ONLY Iu2 M.-Av Pro[-�wrty Address ���00 )U 1"-. A-i:- L nf addrn�4 require( i I i ro i n C a n-c-n 1..:11 i ty D,,-,v c-1c) p n) n I L-) -..,j 11. ni r t f o r n ew c () ri 5t ru c 6 0 n d -S Z S (Date) 2621 6j This form mi.)sl- he s,ibrnitted 1,1,1ith oil Frigate Or7site Wof Treotment System (POWTS) Gpplicc7tions, New System.- Iriclude I-Allth this form o recorded warranty deed from the Register of Deeds Office nndr7 rOpy Of the certified sorvey n-�op if reference is rn ride in Nic wcw-ror)ty deed. ('oinn')�.jnity Development Cie partt'T--cent — Land Use Division 715-386'—'1680 I- C i'() ix Cf)i.j nty G overii m e tit Center 715-245-d2SO F'ax cdd@s-ccW1.ggV 1'1 O'l Cai�i-)ichaell Road, Hjdson, W154016 WWW.ScCW1 �. 0 V t t t 1 bAbL 9LN FLAN n,ca 1/4' - 1° NF'VV V.Y?RK KEY HATES N, FH ■ck (-I) WZ-1 YIL-�L". �i ��_ : =Fa v id11 OFCIi `G L41A�i ;- } if?? erll :+_ _ 4 �:• ? .ti 1-0-1 TOP ON i' aV EELOW {.i } r4T.'a'�.4 FL;'r.TR •:.ai flit?.{tE. iio- Lsky Hii wiLSIl •.w. vrv. ii" t. HL•: V:1a 1Li N':Y.iYi. O?YATFIS L4X}FTE F.sL1C LLktil �, 'JILYY 'G: h•s 15 - 52 FfIEJU'TFi UEYATBiM ��yy L'"l AKMffCILRAI AEKW T ffr 1 �x' } r^:rl r�xs q.L N]G �L 4lIIEY fLi..i'M �: } :sLrc_11.I`k -+, MM.0..51:..x5�N- ti`iF s:Lr.-1 SENflLCUC wM {:)ax-1 Aar{- rpi, :I-fx r171r1 tlfl SEE UEYATIR{F _'} echo.-,TE %"K {,} COLMIE Lcalw. W-1 ti _; F_O: rr=c r•r 1Xu k-T -] FKWX WA1ER ET" g "R Lfl•_ VW Lr)" L"f REtLR5 SIWPbw hLek - ai L4IW-11. II':Ai: i 15 tKM Fuca wmrd 51 5 � LH4il7 :•FAIT:. 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URM £; 3--WAY WWH 40• AF.F- U x.Q Q MRS' M4rAFf,UYA (D Tn,t DMAT COAX 614u rm TV !AW ALRM uID 1 / Oi1RM AT Ieoc A FKINVE Lk r AWK *M 115-Alla- OMMAIM dinEr/M AID um RMOMM RMVX" arnr'-Is x111 9XAM FAM PLATE 7, PRQM1'15E LIMIRAA MU Sink i VUES N *117 WK SWKM FMK RATES Il MMM IF4WAfa SAAVIT 1111E WN MGM FkMRATES DLLM situ ff AS FM FOR VMM LED UW S VlTR OUT WT CUT OR FUQQR iG c u>r rw, rr fx.rfv f nw rrvrrra„ ry riffs um s a urr, .rvr n rrnW4i o L R NEW WORK KEY NOTES 12 r. P I p ROOM Ll110 s-r � I - - -"� ram• x �• 1D-4 (3,'T WALL za CONC-1 SIFPSXOOR (,-ILN TC 3ELC'If `:I:I I? "Nrd. :::.I � 14 ,.'C-i;:r,J ]i Wd) 1 IGP CN CMZET BRIYN 4",fi,lh.,�iI,'-,I; I: A:; I-7?: 'IRff. 20, FT.GOR OMH HS�,, 4,AS;I Pap- ;i.OPE FIOOH t } PLC IQ-111 - :E IrH :,I{X :I['�AI�;i:— anNCREIEVAIIF0 '1:A1,I,H 5LL 11II FI F? :LLVAI:k,i. (,F) ARCNITFCTUFA-L ViDIALT SHING,fS RF-1 0 FROST F'R•'C5LL COCIG WALLEY FLAU11 . C%C-2 PAT14. s3 fliYNT1H ; IS RQU 1U1T 0 4C.ESHI) IR(N SEE HARDWARE ND1ES. 0OLK-! DEC13RAR1 L f,(k!{$L F IAOCIE SCREi1, 1y'AtL 17 aSE:nt Fa.;:�rr sI•E :IEVAr94iS CONERLI= WAlx (D CI.-1 CIASS RAJUNG, gY AO RAVERS UNOER STAIR. CPE!1 GR011?i7 ,2 COAYPO'SITT )ECarNC CO -I 02 EIA K FTLO FOR OENEpATOR i3 FROVK)E &fA'eifR OUTLET PER MILLWORK NOTES 14 KOESSEU WAsiER AND UR►IR 11OWIJVs ifs RECESS 91AMPM NICK - SEE INTERIOR ELrVAI'Ui. IINFFR FIim FIRAIN w M F r! LA LUNDINI ARCHITECTS LLC 1940 EAST M" TERRACE MINNEAPOUS, IAN 55414 PH 612 616-7015 WAX-ft:Y�UErsia. STFWTURAL ENGINEER Au WUCTURAL ENCRIEEREIG 112 MAPLE STREET PYVTR FADS. VM 55M3 P. 715.426.4930 crvn gr�cir,�€� canlrar IO Valley Custom Homes Inc. 715,491.3771 825 US-8 #3 St CroiA Falfs, Wl S4024 PrfjE;r, n10. SWANSON RESIDENCE 342 265Ih 5tieet WTpWvik WI 54428 ?6cFcc&;M-crvy.- oI-- MTUXIA RDW WEKT 71 ASPHALT SING ET JM WAIM 91110 FIMI fAW TO MT CC AND %kMt WW 110 FAWA 10 Y PART ER5CR VAIL FACE KFDM %U FACE pkK1 ROWN Mr. MFWL1 110YING FELI :PLYMM OR 05" 7 Sir PLYIPM OR Om ,KOW WWIKK Oil U-05M CELL SPR610 W&UBM 19 E-LW&MM HT RWM Si SUMXTkM w wxv Tom Pm 5ULM V&PIM mmm TAPED AW SIALM M Ut 10- ON OMW� 5EE M-M PLM WD-6 CH MML SEE CEILING PLAN D'I'DIGH mom Hmm 'T H 1IFFR[---� HH1 H11111H I LL F===1 j LE pa -11 1 110./4' ( A20SEGTION NORTH 1 1/4' = 1,-0. 1A WEY EST-1 ro-j eJA AEM MXAL FLOCA Sir� • FLOIR FM • '.'TK.K=7mym AfthUAT a Y WN Y Y WE MM FUM WTH TAM MUIS umul RECEIVED T. CROIX COUNTY CDC) -=L-QLL-sr.�TETA: • E(FERM MW M 0"ATM I'm we utm BUNN Al,,16' aLe- Wxmr SILL QWFT W pum • N-;p QOSEI mt WMT FM Mum alt L 1. IIIALL lur-1 11F cw MJ >M— — ENT OM LA fM FmW To Y PAsT ELT. )m KIL , PW lKtm ED AND SU mwl sm mm RM [L RMI supiK AC- WQrNZHE 5kL GA% I 41H.Alf FQM MULATM I - (I. 9-B Ful 01 r-4 T-(L Fn I V III —f os mm Iw RAI lampa I Ilk - A COR FLOOR FW51i I&TA.— 151.019.0m r m %"Tim fpxrw T.0 WM-1w LA Lu" MMwcTs IU: I'M LAST mvm VMMT:. MINNEAPMS. UN 55414 PH 512 616-7W UWAkF"aimaLwourmun w6wk1AWWITECrR0Q4 STRWTLMALEMn[gER Am mwuum ENMEWO 112 VAPLE STREET Ma FALLS, W 55M3 P. 715,426,49N MLLEWAEFt cmWKIx Valley Custom Horm5 Inc, 715-491-3771 825 US.8#3 St Crolx FA, Wi 540Z4 project 22103 SWANSON RESIDENCE A2 2&51h Streuj Wf1m)(Ndle. 411 CAM I '-- s ktul errs � I Ik io OgNty A L MTFI Ar,-,IdtdiLLC.and isinWfdadiabeikn re pDo'XIM k AwwN vrthout I 1.1r.sms. Arq ard A diwtepaitcL s f-11 LIMIM41odbekhosq dlgckmwrb Thal Ite ieprItLd W Un micMed priof No drawing SECTIONS — — — — — — — I — — — — — — — — — — — — — — I — — — — — — — — — — — — — — — — — j — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r L — — — — — — — — L----- Y-1 — — — — — — — — L L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — j — — — — NO. I —EVATION W-74 - - - - - - - - - - - - - - - -- Ll ---------------- (��) PARTLAL GARAGE NORTH \,A31JZ 1/4' - V-0" (7� HIDDEN ELEVATION (Z HIDDEN ELEVATION HIDDEN ELEVATION C2� HIDDEN ELEVATION \��02 1/4' = 1'-0' \a�02 1/4' _�02 114" = 1'—G' RECEIVED I-- LLJ LA WNDIN ARCHITECTS LLC 1940 EAST RIVER TERRACE MINNEAPOLIS, MK 55414 N 612 616-7015 FWA&FKK61FCKNM4qEM0W VvXLkm1ummErr%4;m _gOnsullunis 8TRXTLR41.ENGINEER AM 97RUCTURAL ENGINEBING 112 MAPLE STREET RM FALLS, U 65343 P. 71105.4930 CNR ENGINEER vantfactuf Valley cus tow Homes Inc, 715-491-3M 825 VS-8 #3 R Croix Falls, W 54024 P1016c, ?2103 SWANSON RESIDENCE 302 265th Stieet Woodvila, W1 54028 RdxLmwrdntPvprcpet-ufLLw" ks[mrmrA of mte For Us pW�ec I MI. No reprodixfim mi abamed wf&n WrAellftWo A, L" Uw b� Ttwccqbad„ 0 m;,,r,-' I N rc-4,E yelfutianol A m AfftrOms. Arq arpd ull d.zrvparp:i25 from thathft, bed by [A*se6wwwLs spuN bk'few.dlu P. mMKIpffmio c' eck N ed El Ims Boom= IIZ547 TMNLW L---------- r Domkias Tm 4ft-OW Itc- Ev" TNm Awry utMom*- Xr-ln'? �-- fta he mersam4niw IE !-ZXISTINC ',-I, EL ANI-e w im Bm ww ~Pnwkw 1D oDftq f—g—cofe via 114 ILwm m cc it V4 kr NO" fft � mm gaw go � oirw$ =:�� This -mm romE rml In WUpW tpUldTV5'r- WWkff-P awniftinum Trw karvk2dm &-m ---lp -,mom av Mir 4n dbwWw a &rM&. E-m;;,- mfia wopkg c" cp*grzpi� si,-I;y X-.& Ai=w E-x3'brwww. dwa arare, ae wmCwr- UY5=9arx m aLrery wmim k. nx wfthm m lbocrain- ; atrmvw WT;9-1 -no k:pc 2--r%vy &-ml- L )R Mi-nLIC-1 633 SKY ELEVATIQK' )R 778."j .0P r�'.L!,-TTE BLACK �:1 UNDIN MCHITECTS LLC 940 EAST RrW`ER TERRACE IINNEAPOUS, MN 55414 H 612 515-7015 "UAcXvJjcmkRcKT"lf5jDw Iftluomauffumcm WmM C- LLrgrin 11. AK cerfiftWian r*. 24ZM mnsultants STFILCTUFAL ENGINEER AM 57UM19�AL SNCINEMRIN� 112 WAPLE STREET f1IV:�R FALLS, Wl 5!343 -P- 715.426-4-9W CIWIL ENGINEER mptractor vdl�y c4isturn Humes h1c, 715-491-3771 925 lJS-8 #3 St Croix Fags, Wl 54024 pmom, 22M SWAN SON RESIDENC"E 302 H5th Stmll Woodville, Vol 541'1328 U%7 Wisconsin Do artm, t5m1faInal Services Page 1 of 3 Division of I ndUstry Services, I 1UG 117 2011 SOIL EVALUATION REPORT T. CROIX COUNTY Inacc-ordance witi� SPS 385, Wis, Adm. (.31cde County fit. C,., 0,1 X Attach �-.om plete §0"pW 11,Fao 1 1 /2 x I I inclies I n s ize. Pla n must i nc`10e; i)ijt not limited to,, vertical -,md horizontal reference. point (BM), Percent sl()r,�' Parcel 1.0. 0 ()G 008-1038 70�050 j7L tale of difllens!ons, norlh WFQW, I �, �o nearest arid locat'on and distaric [OZId., Please print all Info,rniatioll- Revi Qwed by ri- 100, L, Pui,sori@l Inibf-malion youprovidc, may be 'Law, s. MEW: Propc--,-F1y Owner Property Locat'1011 Kurt & Daiia Swansc)Ti G)cM. Lot SE '/� SW 8 13 T 28 N R 16 E (o r) W Property 0%A)r1eF'S M.-Iilillg Address Lot fl, Block # Sjbd. Name or CSM# ,_�02 r , I , Wit . Na Na Na riarl C'i 1: y state Zip Code Phone NUmbOF -City Village Town Nearest Road W n.-kAflo Iv I I V, n I ( I ) �,? - F9LJ (J,-,] I I e 2651" St. & Co, Rd. N Z NeNConstruction Use-. Z Residlenti al i N Ljml:.per of bedrcorns 4 CCdl,' Ciffived desigf i flow r Lite 600 G P F) F1 Replacerneilt 0 P LJ [)I i1r, 0 r COM MeMi-cD I Descr The Parent fi-iaterial G31adal Till' Flood Pl'an elevation if applic,-7i b? E, ri,a_ ft. Goncrai conli-rients Lirid recor-nniondadon s.- Site SL.Iitable for ryiound POWTS, Recwmerided infiltrative surface Lalov "o he 101.25' Uorin�j 11 Horizon Dopth Ill. Dominant Color Munsell 1 0-8 1 Oyr33 2 8-16 7,5yr4/4 3 i6_18 7.6 yr4/4 4 18-27 -1 0yr5/4 5 27-36 1 Oyr5/3 6 36-46 1 1 OyrG/3 2 � Boring # [_1 Boring Z Pit Redox Dcscription Qu- Az. Cont, Colo none none f2f 7.5yr5,18_ m 1 d 5YF 5/8 n12d 7.5yr5,i8 ni 2. p 5 y r 4/6 Rarilig Pit Ground sufface elev. �19,.53. ft. Texture Structure consismm-'e Gr, Sz- Sh. 311 noel 2fsbk 2ms bk 2nisbk Imsbk lccpr 1 c5bk 1 mvfr n1vf I- mvf r n1vf r nif cosl fSl fS1 C1 Depth to limting factor 16" in. Bo u n dary Roots CW 2V.f lvf.f CW 1 vf,f qW gw ,7oil Applicat'on Rate GPD/Ft 'Lff#-] E ff#2 0, p 08 0.6 0.6 1,0 1.0 0.2 0.6 0.2 0,2 0.6 0.3 C-'3ro,,,)nd SUrface elev. 99.51 ft- Depth to limiting factor 22" in. Hori7o'n Depth Donn inant Color Redox Description Texture Structure Consistence Round,-,.ir-y R 0 0 1: GPD/Ft' I n. I M U [IS -0, 11 Qu, Az- Cont. Color Gr. Sz, Sh. E ff#1 *Eff#2 0-10 10 y r 3/3 no no. 2fgr ds CS 1 vfjm 0, 6 D. 8 2 10-21'2 1 Oyr5/4 1`1 a 11 C, Si I nsbk dsh CW 1 vfjM 0.4 0. lor 3 22-2,9 e 7 .5yr4/6 f2d 7.5yr.5/8 fSl msblk dsh cW 1 vf,fm 0.2 0,6 4 29-41 '1 0yr5/3 rn2p '1"5yi5,18 soil I csb nivfr1 of 0.2 0,3 - - - - — ---------- . . . . . . .. . ............ Effluent 41 .BOCK. > 30 220 rr:.�j,/L afid TSS > '30 150 nic?"I Effluent #2 BCD, > 30 !�i 220. mg/L and TSS > 30 5 150 mg/L T Nari-ie (Ploasc Print) Sig n,3 t 0 --e CST Nwiiber 30021 James K, Thompson Address Date Evalu-,itiori Conducted/ Telephone NLJrii[)rpr .2 L�40 PaLfl�.3011 Lake Lane, Osccol-,i, �Nl 54020-5413 Aug L]St 0..,2017 5) .48-77(37 SUD-8330 (R04/15) 3 Boring # ❑ Boring ® Pit Ground surface elev. 97.32 ft. s Depth to limiting factor 18" in. Anil Annlir_atinn Rata Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFt2 *Eff#1 *Eff#2 1 0-8 1 oyr313 none sil 2fgr mvfr cs I vf,fm 0.6 0.8 2 8-18 1 oyr514 none sil 1 msbk ds cw I vf,fm 0.4 0.6 3 1 8-27 7.5yr416 f2f 7.5yr518 cemented lvfs 0sg dsh cw - 0.4 0.6 4 27-36 oyr613 m2d 7.5yr416 cl 2msbk mfi - - 0.4 0.6 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. I -qnil Annlir n inn Rats Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDIFe *Eff#1 *Eff#2 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. -nil Annliratinn Pnfim Horizon Depth 1n. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *Eff#2 * Effluent #1 = BOD, > 30 :� 220 mg/L and TSS > 30 :5 150 mg1L * Effluent #2 = BGD, > 30 s 220 mg/L and TSS > 30 s 150 mg/L Im J c,Jcvdtd d jorLks-ty �>v, Z</t6ix �I • Fill is FAT14 is r 5-fH AVE 50ID COD 15-Cfl DtLAI4R" i illy I"i 7,5 !'iG: ;_i�Uf_i';:v3r'• '._'� worsts, cc: fear curr°ept.. J` `N-�7iete t;fly concluslons drawn are tl rez; i;: _ i . v r e u5ef' II COUNTY OWNER �........... PLUIVIBER,rME,S�w�.(�aN LIC.# TOWN VY EALk (VALLJ�: 13 ,T ZS N, R AND/OR LOot qD atoo4t 9qXCgQ. 1 �Ajff IF No. ......... 4-bw / ==No CHAPTER 145.135 (2) WISCONSIN STATUTES (a) The purpose of the sanitary permit is to allow installation of the private sewage system described in the permit. (b) The approval of the sanitary permit is based on regulations in force on the date of approval.. (c) The sanitary permit is 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 sanitary permit will be based on regulations in force at the time renewal is sought, and that changed regulations may impede renewal. (f) The sanitary permit is transferable. History: 1977 c. 168; 1979 c. 34,221; 1981 c. 314 Note: 1f you wish to renew the permit, or transfer ownership of # ca authority. t e erm�t lease contact he uu h permit, P ty .. .. .. . .. ......... . .. ...... ... ....... . .. km SBD-06499 (RI 1/20)