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HomeMy WebLinkAbout016-1060-60-101Wisconsin Department of Commerce Safety and Building Division PRIVATE SEWAGE SYSTEM 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: Joseph & Gloria Walz City Village Township TOWN OF GLENWOOD CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION TYPE MAN U FACTU R w CAPACITY Septic U ©O� 6 0 Dosing Aeratio Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic > C)o > '> f 50 P 7- 0 1 ' 1z D Dosing �c tc tc cc Aeratio Holding PUMP/SIPHON INFORMATION Manufacturer D 0 L PM 53 t� Model Number TDH Lift Friction Loss System Head TDH Ft ,�� /.Sl 3.z5 Forcemain Length, - Dia. Dist. to Well .. 3 p Z Demand SOIL ABSORPTION SYSTEM ELEVATION DATA County: St. Croix Sanitary Permit No: 651220 State Plan ID No: Parcel Tax No: 016-1060-60-101 Section/Town/Range/Map No: 28.30.15.424A-01 STATION BS HI FS ELEV. Benchmark �3r10.3 oodb Alt. BM Bldg. Sewer St/Ht Inlet 1.9 St/Ht Outlet Dt Inlet Dt Bottom 3 3C �2, 0 9' Header/Man. . Dist. Pipe w7a 6e Bot. System el • �, Final Grade � �% �l 6 0-+ < 12 + S " o►� over � C 6 ,P S to.4 �oe,o ED/ ENSIONS Width 7-50 Length too No. Of T� C3 t ckercPA S PIT DIMENSIONS No. Of Pits Inside Dia. Liquid SETBACK INFORMATION SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING CHAMBER OR UNIT M ufacture Type Of System: n YYi b c�� I , > )9D } r �� I Mo ber: DISTRIBUTION SYSTEM Header/Manifold c t Distributio �t x Hole Size x Hole Spacing Vent to Air Intake � 6 Pipe(s) � < < J 2 . � /Z 3 11 /1 b fl 2,ro Length Dia Length l Dia Spacing 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 j& Inspection #2: ©h:�/Zoz Location: 1318 300TH ST 1.) Alt BM Description = pT IMF-v�-V1�� �,o'v'2x P �,�, o�,Lje&AA--f 2.) Bldg sewer length = �� 'h - amount of cover = " " << . w � �\r e-r+ Cjr Plan revision Required? ❑ Yes No to Wa)2,3 Use other side for additional information. V-� , Date Insepctor's Signature Cert. No. SBD-6710 (R /97 �f p cVt �V_MICL.e.6a!;��_ FA+Q - Safety and Buildings Divis• ion Counts,, San I U-T-,. Perm i t timhu (to hL, fil led in bN CO3 p 201 VV Washington Ave , P.O. Box 7162 7162 P 'JUN 19 2023 Madison, W1 53707 it Applicati,on State Transaction Number In accoi dai i ti- c �A i th S I'` 3 ti 1 2 is. Adm. Code, submission of this forrn tc, tlic appropriate governmCnial ann ProJeci Address W'ditIllercm 1han Marling aildress) Is required prior to obtai n I i i a -m itary permit.. N ote, App] icaEj on form,, fo.at �F-owned POWT S &rc 1, LJ 1) r i , I ited ter the lkpartmerij. of Safcl- ariki Pro (essional Servics, Per-.,onal information you provide may be used for sewndary Purposes In a-,ordajii�Q, Nviih �hc PTIVACV I a,W, N.] 5, G4(l (T)T, SLats catio[ I i - I n . fo - rm I anon - - Please Print All Information 3C)o Property OwneT's Mime 4% '14 7- Parcel 4 \j,a 4- ( 21 Otto - /0&0-60-10 1 I I roperty Owner's Mu I I Ing Address PrupenN, 1"'o-catioll Zz13:9 .To r4 i4 Section Otv, State, /'Ir C(Ae Phcqie Ntimber yro _5' c:Ircic onci 1­ 30 N. R E oU 11. Type of Building (check all that apply) # Subdivislan Name 1or 2 Family Dwelling - Number of Bedrooms -Isy El Public/Commavial - Describe Use of 11 cS 1 -0 1 �, ()Nvned - Describe U sc KTown of e�f P 'CL; M. Type of Permit: (Check only one/ hox on line A. Complete line B if applicable) A I-W, �Vstem D Replacemcni �%,,.stcrri Ll Treatment I] I-olding Tapk J�CPIACCHI_L�Tlf Only OthcT Modification to ExlsungSystem (ex plain) R. 1.1 ftrmit Ri:ne%,val El Permil Rcvlsl (in E3 Pemilt'rransfer to New L0 Pri!vlous Permit N1AFnbCT_ .'ifld Date ksaed Before Fxplration ()wner Type of POWTS System/Co m ponent/Dev ice: (Check all that ap ly) _tV. Non-Prssuizcd --(Irunl reCarr /cl In-Uround t-radcMOLMd 24 in. of sunablc El Holding Tank- Other DispeNa] Coinponcnt (explain) U Pretreat rm.-nl Devioc (explain) V. Cris persaIrTreatment Area Information-. 7,50 X (00 11,14 ^. (.Oct Design Flow (gpd) Soil Appli•cation Rale(gpdsf) Dispersal Area Required (�I) L)iskrsal Area Proposed (sl� Syslt-lm F1cvat'[j$T1 vi. 'rank Info Capacity in 'row # of M anu t, tu rc"T 6allons Gallons UniLs pe ly U New Tanks ir LZ C SerAlc or Holding Tank Ave Dosing ChamW L VIL Responsibility Statement- 1, the undersigned. assume responsibility for instattation of the POWTS %�hown (in the attactird jdan-s. Plumber's Name (Prim) PlugAhcr's Sign:, TC MII/TvIlIRS NLmbcr Busmcss Phone Number Wr I'luinber's Addre�-�, 6trtkt City, State, Zip Code.) Of r ./ 4 e- � �6-, I Y I fz/.f � -2 Ape /r ('70 12 z /it4f C1-e 14 Countyf!3#,rtment Use Oniv —Vill. a Sgnwre Ap proved Permit Fee Date Issued Issuinn Agent i -al 'S r V, pri o Denla LX. C'up n (I It lo ns of pp rova I/Reasuns for Disa pprova 1 04 PRW- Ow SYST6r�ettAMA 4.0,r PA N�R, 3 ) rvi a.- J 'I s e� S 1. Septic tank, efflueni fiwr and dig-efsai '.i gae- cLQ_ -re cie z*ve &,A j1;H2m23 . i 6e- rr, u sp. b� rwced mai ni3 in&d as pef Lt) As VNA- 6:r� ML WvUA Mar�gcrrert pla-7 --ovided by plum.W VVIVU-IJ a4-p- r 15 All 1 .4-1 as rxr appl;cabl& con e I ordinances Attach to complete Fpluks for ffic syt�tern -arid submit to t4 County onis- on pater neii Im than 9 Lax I I incht$ id Size 6 _a_fie 0,+ FU pe4W_�' SBD-63 98 (R. I I/ I I) pa a *�% -4 C Kc -00 14 Te IdA Kerr n G ra ba u Ft-oiii-: Mike Myers <tTicmyers@ceiitLJi,yLel.i,iet-,:. Sent: Monday, July 17, 2023 8,32 AM TO.. Kevin Grabau Stibject, Joe �W I z Attachments: Walz Arie-1-pcif Follow Up Flag: Follow Ljl:� Flag Status: Flagged This email originated from, an external source. Verify the legitimacy before clicking41nks or opening attachments. Serif fi- u n-1 -; i i fc) r w i n d o vls iCC ArcGIS Web Maw. 71612023o 10-08:07 AM S1 I u Add rv,�� P61 n tS Lo I ei n d t J nits Park General Cornntun, Element Drainage Ea so m0FIt Ou Vot Lot Tax Parcels Public ROW UnIt Limited Cornmon Element SubdIvIsh-dOSM BoundLirios $cc ca SCO scecCAI? nno �. Cr fv� ghwa V DboN .1 FF VA 9'CC C rX) I C D D zi rid N P'S I N41 LiGO,91 GOOV-P U 01-11-11.012 enCe Aq oelq (PiGA); 001 1A $jLw() UnIvor!0ty: JUL 17 2023 q Kevin Grabid From: Michael Myers <"gcplumbers.65@gmaiI.com> Sent: H-O �iy, J u ly 14, 2023 8d29 AM To: Kevin GrabaU LA jest: Re: FW: POW'I_S -- Floodplain Attachments: Signat(.jrelniage daW45cO d23e--/iiD29-9c96-257657OOc62a.jpg Follow Up Flag-. FoIlOW Llp Flag Status: Completed Th 1 sAd M Afl S j, riginated from an external source. Verify the legitir-nacy before clicking links or opening attachments. Contour of the, system is pretty close to the blue line 0 n Fr-i? J u 1 14.1 2023, 8.19 AM Kevin Grabau <Kevin.G rabau@sccwLRov> wrote: Mike, As i-equested in another email fron-i you, here are the maps I sent toyou on July 61". Kevin GrabaLl I onnnita rli t Deifelol,)ii-ient - Laiid 0-so Naiinei' ST. CRO.1 INI-Y 71 1 '. -1 , I Aldo From: Kevin Grabau <Kevla. Grabau@sccWI.gO'V> Sent: Thui'sday, JUIY 6, 2023 10:09 AM To: '.mcnnye f-sCa)centutel.net' <mgmyers,@cantor ytel. net> Subject: POWTS - Flood lain Hello Mike, Attached is a PDF copy of an aerial map that show the floodplafry boundary. Please indicate on the mal:) vvhere (1--7e sep-Lic area/mOLInd and soil tested ai-ea at-c located on the site, Thanks. Kevin Grabau I (",onmiunity Development - Latid Use Planner Fil 01 Cal-a-lichael Rd Iludson WI 54016 *f: '/A " - 3 81 - 4 3 8 2 Keviii.Grab,au@sccwl.gov S.CRO, NTY 6CC ArcGIS Web Ma;,f 7/17/2023, 10:39:05 AM 1:61241 0 0-04 0.07 0.15 mi House, Numbers Lot Tax Parcels Shonl-nd Overjay Disti DrainageEasemen4 Lim-lted, Common Soace or Park SubdMlsior./CSIVI Bound2ries 75 F7 Buildina Setback 0 0.05 0.1 0.2 km Public RDVV PrIvatc Right-of-Vjay 300 FT Five rlStr.marn WDNPZ. SCC CDD, SCC CDD and SCC Highway Dept. SCC CDO. FEMA, SC C CDO Web AppB,---..: d e r f c r ArcS i'S I I S C-0 C C —_e -D ! 'A' D N R. S C C C C D I S %', C" C n A S --� C h w z-i ?, D e n- t E -'-, 1 A, S CC- C C -L), I C D D Ind d I--,' P, q I k,� ;R 4 i -,) n a '� G Et o s p a t I a I - I i-I IL e I I e r-, ce A e r- c; v D t , i S t -,i I r, 'i r, i v e rs -: N - E s r i i VV I D e o t . o f N a , u ra I R e s o u roe s 0 1 v -. 7, ' c, n o r C H ECK 80 X AS APPUC A&E Scale: 1" = 40' SYSTEM PAGE 2 OFZ 40 60 W 701. PLOT PLAN 77-7 DESIGN FLOW" 450 GPID Attac,,-. cjes,,,qn flow cakulations for comrnerclial plans. PR JEC T AMR E SS 3 00 tl h S t, G�enwood C itY, W I Pipe Material I AST M S parr (Tables 1­1 BM Elevalkn 1 00'0 FT - N Samary Sewer PVC ASTM 03034, Bm symwNail in box alder tree F or Main' PVC ASTM D2665 B&I Descrip6m, lfwksts VKW-M t�or t_d 2A IMPORT ANT Slo" GmdWrd WeTymW1014p0CmWj, 0 (Stow" *n 07c�� Shogroun w d elevab,on contours at Sul Lab�e intervals, of Tesled Arm 13% on the acj6�.Se_/ F%O 1p q10 u fV y 5, C k< BOX AS APP*LrAB�, SOIL EVALUATION SITE MAP PROJECT NAME; Joe Wa1z, TPIV_ 0 dhimmommommio d* 4 7. f& q te - 5WO 1plIP-0 r 01; a id S 3boLrK ■ WlsconsiTi PL-piirtaicrit ol'Sal' cty and I 'ro I-Cional Sc. ry wc" Dare I SiO n P I' I F I d I I -: M, '--,e FV Ic CS 48-2-2 Nizidison Yards Way K) jitt\ 7 '1 C June 12, 2023 CONDITIONAL APPROVAL 111111111120 10 1 10, SINIMU411412=96091WA P la n R evi ew, f 1, ti�V] � 0 (-.) 23'0 10 8 8 C Michael Myo!'-, 2943 130" Ave Glenwood City, WI SITE: Walz 300"' St St Croix County Town of Glenwood SE XSE Y4 S28 T30N R15W FOR: Alt T,44t. 7 F NL Phone. 60X-266-21 1 _2 L'h' 1111P d I ati I Toni Da n I I C 1-'(. 111 �L "'%(T I-et-11 I-N. Conditionally APPROVED nFPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CORRESPONDENCE Description: 3 Bedroom- 450 GPD mound— 1 23" to limiting factor- Effluent Filter - Mound Component Manual — Ver. 2.1, SBD- Maintenance required. Cell Replacement 10691-P (5/22-5/2.7) Pressure Distribution Component Manua I —'der. 2.1 (May 2022-2027) Verify proper dose is achieved and system is not being over dosed. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be coast r'ticted dii,c] lo(iritod in acc,-orcl,jflea, with t lie enclosed approved plc -ins and with any component manual(s) refereti� v(i ih(,-)ve. Ir lie owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible, for compliance with all c(ide ie(itiirements. 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 he met during coast ri.i(tion c)f--- installation and prior to occupancy or use, Reminders IF The site shall be prop(,-3r,ly prepared prior to plowing. Any grasses longer than 6" shal.1 be cut short and removed. To avoid matting, any leaves or, loose organic matter shall be raked up and removed. Cut trees a nd shrubs flush to the ground and leave stumps. Avoid operating equi pmeat on the Mound site. If necessary, use only tracked equipment, during dry conditions, with minimal passes, to avoid Components and soil removed ffum an existing drain field shall be prope-rily diispos(gd of so that there is no risk to public or environmental health. a A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Se.c. 145.19,. Wis, Stat. . 16 lnS[-,)ection 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. Stets. A state approved I," ff I Utmt filtcl' 1.5 W, (I (J red. Maintenance information must be given to the ov,-ri.�,r of the tank explaining th,it periodic cleaning of the filter is required - •A copy of the approved plans, specifications and this letter shall be can -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 subsequen! ov-,ner, shall receive a copy of this letter Owners shall also receive a copy of the r-ipl)ropriate operation and rnamts."",nance manual(s) and be responsible for ensuring that POWT'S is operated nmd nh,81ntalned in accordancr vilth this chapter and the approved management plan iinder 5. SPS 383.54(1)- I i i � I ie (.,v(-,-. rat tip i & soil a bsorption syste t-n or a i-iy �-.4 `ts com ponent pa its ma If u rictions so as to create a health hazai d, the propefty owner must follow the contingency plan as described in the approved plans. The owner is responsible for- �,ubrnitfirig a nir-wilwiiance -verification report Xceptableto the countyfor r i rite rya I Is 1ppropriate for the component(s) n a' ce tracking purposes. Reparl..� sh,dl be submitted al nferva utilized in the POWTS. In granting this approval the Division of Industry Services reserves the right to require changes or additions should conditions arise making them necessary for code compliance- As per, state stets 101.12(2), nothing in this review shall relieve the designer of the responsiblk.vI., 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 cop y of thits letter and the POWTS management plan to the or and any others who are responsible for the install 1�­' I I -,'J[)('1rat icon or maintenance of the POWTS. S I n ce re ly, Joshua Rowley POWTS Plan Reviewer, Division of Industry Services (715) 634-5124 Joshua.rowley wisconsin.gov Mound Plan Index &Cover Sheet Component Manual Design References, Version 2-0. SAD-10691-P {N.01/01. R. 10112} & Version 2,0, 58D-10706-P (N 01/01. R. 10/12) Pg, I of fi Index & Cover Page Pg 2 of S Plot Plan Pg 3 of 6 Mound Cross -Section & Plan View Pg 4 of 6 Distribution Network Specifications Pg 5 of fi Pump Tank Specifications pg 6 of 6 Management Plan Attachments: Enclosures: Pump Curve POWTS Application for Review Soil Evaluation Report &Site Map V Project Name / Description Joe Walz INS OwnerJoe & GlorianTT-alz Owner Add 8: 24 33 30th Ave . Woodville, W1 Proiect Address: 300th St, Town of Glenwood Govt. Lot: SE 1/4 of SE 1/4, Section 28 T, 30 N-R 15 i pCunty: St. Croix Townshis Glenwood o- Project Parcel I D * O 16-1060-60-101 No & M r14TNT=_ 11 ee 4. Michael Ayers .wsigner Nam: Tesigner Address.,: 2943 130th Ave, Glenwood 0ty, W' E-mail: mcimyers@cent,urytel. net License Numberm 267985 0 % 715 781 5 02 5 7-hone. z is 54 0.2 �8 P , Ear Wz W 7_1` h o n e, 7 15 5 54 0 7 7 4i' Condl 'b brtaliy APPROVED DEPT. OF SAFFFTY AND PROFESSIONAL SERVICES DIVISION' OF INDUSTRY SERVICES 05/24/2023 Date. Signature: - Original ;ature r"utre�d ors submMed coc"Y 5, C k< BOX AS IkPPUCAB�. C H ECK 80 X AS APPUC A&E SOIL EVALUATION Scale: 1" = 40' SYSEM PAGE 2 OF Z SITE MAP 40 W W PLOT PLAN PROJECT NAME; 77-7 DESIGN FLOW" 450 GPID Joe Wa1z, VA Atta c,,-. cl e s,,,g n flow cakulations for cornme raia I plans, P ROJE C T AMR E SS 3 00 tl h S t, itY, W I Pipe Material I AST M Standard (Tables 384. W-3 & ) N Samary Sewer PVC ASTM 03034, Bm symw BM ElevaWn D& 0 FT F or Main, PVC ASTM D2665 Sm Descripom Nail in box alder tree lfwksts Eby IMPORT ANT S10" G"WWd M 13% Woo Sy(if appiciWey 0 (Stow" *n arrow Show ground elevab,on contours at suiuintervals, of Tesled Am,. 67, -, on the approprft 6w ry-1 ^ I A& F 44 4) W Ll / m DISTRIBUTION NC i VVLJilK SPECIFICATIONS 2 `0 Schdl 40 PVC Force Mair (NO Scale Lateral Spa,.Ji-19 (slope to Pump tank 2.5 for drain-bauk) FLUSH VALVE DETAIL o Scale) Orifice In Valve Box Center of Threaded Cap (insulation optional) for Head Testing (option a 1) Ball Valve �cptlonal) OfifiCell eqU311Y SPOCed' ChecK 9) OR b) below] along bottom of I a I.ef a] alorig top of lateral Flush Valve with every th We Assern, bly (Iypikal - see detail) fac' a dow LATERAL INVERT ELEVATION 101.44 ft (typical) 0019W� ERVAT ION PIPE DETAIL No scaie�� Screw -*rype or Slip Cap (loose) 4'0 PVC Pipe Too of pipe to *Lerrniriaie at or above for i shed grade (4) -1114"-112' X 6' its Q k apart Anchoring Device It I L if E3= Cj Shield ohfioeS for gravelless appricatiorls .XJW� OIL �6'11 is jum a Orifice Spacing (X) 215.22 in (typiCal) Typical) — Finished Grade (mulched &&eeded) Topsoll Cover (niln. I foot) ro'. I UM F-7. M., 1, Dries DlameLer = .188 in flyil) pca k F Ira( Crike (typical) X_Feu END MANIFOLD Check (bocal) CONNECTION applicable box, Manifold (riser pipe opfional) First Orifice > (t 11 __11. 6) Ij -- X/2 x XJ2 - X (typical) (typ Ica 1) _ 0 CENTER MANIFOLD " I �Aanifokl Or) (risr epipeoptional) El COh NECT10N 2—'0 SChdl 41-., Pvr L"MrIj fi}iil (riser p1pes 0 plion a 1) First OrIfice (typical) aler Is t be I Vel ScIldl 40 PVC Lateral 0 = 11/2 in (pit) Number of Orifices per Lateral = 28 Discharge Rate = . -.1,M44, Number of Laterals = 3 Lateral Discharqe Rate = 18.45 gpm TCTAL DISCHARGE RATE= 55.35 GPM PAGE 5 OF 6 SEPTIC / PUMP TANK SPECIFICATIONS ._.___ (No Scale) irwoRrnKar: x ._ %•. Anchor err{:> as r.cesmy anuru to sns 38+a3(e)(9) CAPACITIES @ 17 gawn D B 2.0 34 4 pth (in) Vdunrre W A 20,9 35 Con" 4* hfim or 2.0 A above ■ � T %� ice} r4 T, *Pump Tank Uquld Level = 38.2 In - ° z cam. Force Main Diameter - in • T 14wv#vd 8idity MON161 $ermW Tank Ford Main Length — 50 ft i P�Riq I Farce Main Void Volume - $-7 gai [C] Total Dose Volume 90,155 g� �5x tow h"rai irddd vokxm s Tw < 42X do1gn Ww) + (iMce non rdrzne) MIN. PUMP DISCHARGE RATE = 55.3 9pn1 Vertical TDI6L DYNAMIC- HE60 15-90 ft olume = 6W gad Manufacturer: Www to Pump Manufur+et: Goulds Pump Maw: P�51 P� ,U.Mold& 11gMaM gf ft ContndsfAlarm Manufacturer. WE Rhombus ContndslAlanm Modet PSP'I 20VSH1 a0P ELW��� 1 ?A n' Dmhihb4-. Install PUMP -OFF EoN - �1.8 LEVATIft INSIDE BOTTOM ELEVATION = 90 ft Head - 9.60 ft + Min. Supply Heath _ 2-5 ft + FM Frlcdon Lass = 3.01 ft + F-rtting Loss* = -75 ft *(mim up* head x 0.3) TAN US: Tatel Volume - 1000 gel Man ufactu rer(s): Veer C.onCrete V ved effluentAlt atft k het Ism n Filter Manufacturer. Po ok Filter Nadel: 525 ON TO 2.6" WASHED AGGREGATE (min. 8.00 beneath dbUbution pipe - min.20 over dhMWtlon *e and covered oft approved *yn#wftfabric) ■ ASTM C-33 SAND FILL w n 18.5 ft 41 -0 to ■ 41 e■: m . . . 10 Pkmvd sum SINGLE -CELL MOUND DISPERSAL AREA n*,. Ito ft r 000000 000I" 0 NUNN%%; A rf A= �7-5 ft D X, Svrfaoe Contour Elevation m ANIIIIIIIIIIIIIIINNIIIIIIIM99,68.. It (Omforce maln,,. manifold, and lush valve locations on plan o) D a 1.085 ft E a 1.86. ft System Elevation n 101011 100,76 ft Latwd Invert Elevation a �101.44 ft CROSS SECTION VIEW (No Scale) F. oo - 4 94 0"1 0 o 0 too 1' 14, 4 o 4 4 13 % slope 40 PLAN VIEW (No Scale) 112 0 0 Schdl 40 j ft 1010.. PVC Lateml 000IIIIIIIIIIIo (typical)• immom boom oposo RONNIE *NNW r oposo lompo oposo *101010, RINI ■mono ammom AMR SENIOR SENIOR SENIOR oposo d� SENIOR SENIOR � SENIOR SENIOR oposo oposo RONNIE iniona SENIOR SENIOR RONNIE *NNW oposo SENIOR SENIOR d� oposo mono RINI d� *NNW oNNW al 7z= 04MMWM 0 0 00000*db4Wd1ooI ft4ft 4MMM 0 VP obw PIP- Lm000, m000, 00000, m000, m000, �m SENIOR SENIOR SENIOR SENIOR SENIOR RONNIE WEIIIIIN, RONNIE SENIOR SENIOR � SENIOR Immo o� RONNIE SENIOR SENIOR amm RONNIE RONNIE B 60 10.3 It in 16.7mft K and as necessary to *Mow contour DOVYNS LOPE TOE I 80.6 . ft 1010110i Pruhl* d Isturbance and vehicular ftft within 15 feet of downdope be. [ Reset Ps I I ITT WiazaLL2 Speclall y designed for the following uses. Morund Systems Effluent/Dosing System s Low Pressure hpe Systems Basement Draining Heavy Duty Sump/ Dewate6inq SPECIFICATIONS Pump — General: Discharge: 11'NPT Teri, tore 1040F (4010 maximurn, continuous when fully submerged. Solids handiing. 1/5" maximum sphere. Aulonm6c models 1 F I J U de a float switch. Manual modets available. Pumping range. see performance chart or curve. PP Pump. * Maximum cap a -city. 53 GPM * Maximum, lead: 25'TDH PE PUMLP. Maximo ir,, :--apadty. 61 GPM Maximum heap: 291 TDH PE51 Pump - Maximum capacity: 11 10 GPM Maximum head-, 37TDH M ET EKS Fr E 40 35 30 25 20 GOULDS PUMPS Residential Water Systems Laa General: • Single phase 60 H-ertz 115 and 2 30 volts BuikAn thermal ovedoad protection with automallic reset • Class 8 insulation. Oil -filled design. High strength caftn steel shaft. PE31 Motor .33 HP, 3000 RPM 115 volts Shaded pot' design PE41 Motor. o -40 HP, 3400 RPM 115 and 230 volts PSC design PE51 Wtor 50 HP, 3400 RPM 115 and 23 0 voks PSC design AGENCY LISTINGS C q) CPUS Tested to UL 7 7 Sa n d CSA 22.2108 Standards ey canadian standards AssodaOon File #LR38549 t,!009, I.$, Pf T1. of -4 1. of-10 14P :14-43—W 0 0 10 20 30 40 so 7 ik PM :6 0 0 Is U4/h CAPACITY Goukb Pumps is ISO 9001 RegisUTW - I bo LSPw� SLW;,-,e"Q PAGE 6 OF 6 Mound Management Plan iMPDR'TANT; The owner of this mound system shall be responsible for ft perpetual operation and maintenance pursuant to requirements of SIPS 382-384, Wisc. Admin. Code. 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. Furthermore, allinspeclion and maintenance activities shall be pe ormed by a registered POW`TS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. Design Flow = 450 9Pd; BONS D L:'; 'TSS,S 150 mgL''; FOGS 30 rgL'' # n'�g inspection ch2klist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (.e. odors, user complaints, etc.) o mecharacal malfunction (Le.,, pumps, valves, switches, floats, etc.) o material fatigue (Le., leaks, breaks, corrosion, etc.) o solids volume in anaerobic treatment tank(s) and any distribution appurtenance(s) (Le., distribution 1 drop boxes) o neglect or improper 1 (Le., exceeding design capacities, prohibited activities, etc.) o extent of ponding in distribution cell prior to dosing o dosing i regularities (i.e., pump re -cycling, float switch settings, etc.) o electric components (Le., wrong, connections, switches, controls, timers, alarms, etc.) o distribution lateral or lateral orifice plugging (measure lateral distal pressure -- compare to design specification) o surface discharge of effluent or sewage back-up into structure served Maintenance Mockitst MAINTAIN EVERY 3 YEARS (or when necessary) o Seatic and dM tankisl shall be pumped by a certified septage serving operator licensed undue S. 281.48 Wis. Stets. when the volume at solids In the tank(s) exceeds vne4hird (1/3) tla liquid volume of the tank(s) Or as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Adman. Code. o Efiwnt 11ibr(s1 shall be inspected every 3 years and shall be deaned when necessary to remove any accumulated solids according to manufacturer's specifications. A servicing period will aiways be greater than 12 months. o QI§WbMn laterals shall be flushed once every 3 years or when necessary. System maintenance reports shall be submitted to the proper local government unit In accordance with SPS 353.55 Wisc. Admin. code. Report any component failure or malfunction to: Name of individual or company: Local government unit: Northland Plumbing Inc St Croix Community Development Local government unit address: 1101 Carmichael Rd, Hudson, WI Pho18: 715-.2654115 Pho„8: 71573864680 ZiP; 54016 Any defective part of this system shall be repaired, replaced, or removed pursuant to SPS 383.51 (1), whisk. Admin. Code. Repair or replacement of failed or matfunctioning components shall comply with SPS 3831, Wisc. Admin. Code. No product for chemical or physical reof the POVVTS may be used unless approved by the department in accordance with SPS 384, Wisc. Admin. Code. In the event that any failed nt component of this P0W`TS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed mound dispersal component may be re -construed within the originally approved area after removal of all failed components. %w2m-mand9MM219 if use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.31 Wisc. Admin. Code. APPLICATIONS Sped�i [y d esiq me cl f r the follo',virig uses, Mound vstems o FffluenWusing Systems * Low Flree"­ Systerris 6, Baset,nent D, ,,ding HQ&ry D^ SuTnp Dewatenriq SPECIFICATIONS Pump -- General: @ Disdorge.- 1 'A" N PT e Temperature: 1041F (4000 maximurn continuous when fully submerged. a Solids harWli ng , '/- " rna x i m u m S P h Pre Amimadc models Include, a float sch. Manual models avabble,. Ri rn p, �: - q- range: see perfomia n ce ch a rt or curve., PE31 Pump- Micmurn capadty­ 53 GPM 4 • %!a,-omum head- 25" TDH PE41 Pump.- 0 MJwnum capac4, 61 (UM * Ma..)omum head, 29'T'DH PE51 Pump: * Maximum capaoty-' 70 CiPM 'k * Maximum head. 37 7 [j'i J i, ZI&M Ff ET 40 Pt 51 30 PE-41 2 2 MOTOft General: * Single *se a 60 Hertz, a '115 and 230 vott Built-in thermal cooeffoad protection with automatic reset, Class 8 insulation. a Oil -,filled design. a High no carbon steel shaft. PE31 Motor-. a 33 HR 3000 RPM * 115voh * Shaded pole design PE41 Motor, A0 HP, 3400 RPM 115 and 230 oohs PSC design P E 51 Motor. # SO H,Pt 3400 RIPM '15 and 230 voks PSC design AGENCY LISTINGS ccci_p U 5 Tested to U L 7 7 8 and CSA 22-2 108 Standards 8� Canadian Standards Associ�n File #LR38549 1 70 GPM 90 0 to 15 rn"fh CAPACITY Goukis Pumps t5 W 900 i "kistef ed , CHECK BOX AS uPPUCABIi. Q SOIL EVALUATION SITE MAP PROJECT NAME: Joe Walz CHECK BOX A5 5ce4e:1" = 4(r SYSTEM PAGE 2 OF g 40 w w PLOT PLAN 1 R �� 102 DESIGN FLOW. GPO Aftch design flow c alcuie ims, for commercial plans. PROJECT ADDRESS: Pipe Ma#jal 1 ASTM SAmd 4Tables U4.3tL3 A 384.3Dr} N Smeary sewer. 1 EM SyrnW-. eat BevWan:16016FT Farce Main: 1 am 08=11pbom Sug r- Siope GracMant�►) w i�IAPaRTI�': # 3 Well S"td Of Q � an � Show ground eleve�ion contoum at stAt" ink. of Tesud Mee: on the appr pft &a 81= 9f. tom133 & /04- ,3,2 : qtr. f F-3 �y e ..raw. rwwFrrr .... w�� ....�.•• �••� rwwwwwwr.w� � � . V� { ->256 r 3 li is it !� Sta■l- Bar of Wisconsin Form 2 -- 1982 ! 1 30C30 WARRANTY DEED �• r,.-.,..._� .. 1f DOCUMENT No.=__11 2 8 r 5 - _ Denise M, BZ ttorf , forMerDenise mI t , a married -person, _ _ ; � , ' : 15 i and conveys an arrants to � ph _--� M. Wa� , . .husband and wif e � —.. __ -• _ ; as suryi- orshi marital property THIS SPACE RESERVED FOR RFCOROING oATA the following described real estate in 1:_ CrnJ x County. State of Wist. Dnsiin: �1 j e l f -- l O f0 w 40 ii „ 01E_1060-50 Ii 015 1050 - 50 ,1 1 i k Ij (Parcel Identification Number) i a` it NEk of SEk , N34 of SEk and SE k of SEA , �! � 1 Section 28- 30- 1 5 , I St. Croix County, wis cons ire . is �d 13 Is�...• • w ' FEF. This J- S I-10 t � homestead property. is) (i5 note Exception to warranties: Municipal and zoning ordinances of record and recorded easements, restrictlons and reservations . Dated this _ �_.�.� th _ _ day of •x�L1le- -- _ . .... , l 9__ 5 . 1 - --- —. (SEAL) _ _ (SEAL) Denise M. Bittorf (SEAL) (SEAL) AUTHENTICATION Signature(s) authenticated this _ _ _ day of TITLE: MEMBER STA'rE BAR OF WISCONSIN (If not. authorized by §706.06, Wis. Stats.) THIS INSTRUMENT WAS OR.',FTED 13Y Bert D . Petwers.en * At arnc r at Lat+,r Clear Lake, WI 54005 ' t Signatures may he authenticated or acknowicdged. Seth are not necessarv. ) *Name, -ir pvr%.+■n. kiVritip! In .on v car+ac!tlsemid he I%pvcl i•r (%rsnjrd h022,%% Ihcwr -.IFrat:.tre-, ►y,%RRA.NT3 i3F ED STATL RAR'OF WIS( O.NSiti FORM >'+in. 2 --- 1982 ACKNOWLEDGMENT GMENT STATE OF WISCONSIN ss. mm St Croix -County. Personally came before, me this 2 7 th day of J un e 9 `_7 the ab::.- c :sari-ted Denlse M. fit _y-rf to me known to be the per on _. who executed the foregoing instrume o dge t ■'" -4, Notary Puhiic _ St . Cro1. _� __ _ �C'tyultty.•Es. M}• commission is permanent. [If not, star expiration date. �*LAPAULSON JR. -3. 1'g IWO Wisconsin Legal Blank Co. In.: kllIIWaLli(F,►P Mll!: 0, Wisconsin DepartmeNnt of Safety & Professional Services Page 0 lei JUN 05 ?_013 Division of Industry Services P :901L EVALUATION REPORT s L) f 5.3 In ac*xdartce with SPS 385, Wis- Adm,, eode---- 4- 5 -r. Attach complete site plan on paper not less thaff-8 112 x 11 inches in, stee. Plan must ,�ridudle, but not limited to verticaland horizontal reference point (13M), direction and percent slope, lea rrrld 1-D. scale or dimensions. north arrow, and location and distance to nearest road. 014 - /0 (W 0 6 - /c/ Please print all Information. R Vi Wed �y Personal information you provide maybe used for secondary purposes (Privacy Law, s. 15.04(1Xm)). I ��-1�23 Property Owner Prop" Location Govt. Lot 5 C-- % '5 1,14 S T N P, E (or W% Property Owners Mailing Address Site Address or CSM and Lot #: City, St:ate., Zip Phone Number city Viflage Tcwn Nearest Road 1AJA&j vj /Zc 1,j 2, 91-en woo), 41SIewCoinsl:ruction Use: Residential/ Number of bedrooms Code derived designfiow rate_YEOGPD :1 Replacement Put)lic or commercial —Describe: Flood Plan elevation if applicable ft" :Iarent material neral cpmrqerj$ s and recommendatio s: Boring # [] Boring t 10 spit Ground surfacre e4ev. (AN, Depth to I imfti ng factcw 1 n el a v Zz_dLft Soil Application Rate Horizon Depth In. Dcwminant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 MOW Y-9 S 2- /j? -30 YK " J 16 %� K q/4p -F.5 io 47 C? onK C Ao Y9 M-rr- C S 10" �� YO .56* 1019 5& J.6 UP 2 Ids M3 to 65 .5 Y d3 .00 -9.5 05T Ao-k -C, L Boring # '01% nrik g Xpit Ground surface elev.":A&' 5"Oft. Depth to limiting factor2- in. I elev.Wl3ft. Soil ACOication Rate Horizon Depth Dominant Color Munsell Redox Description Qu. Az. Cont. Color Teyftlre Structure Gr. Sz. Sh. consistence Boundary Roots GIDDiFt? *Eff#1 "Etf#2 2- ^,,54,6 6e ire L7 ni --pv tnlai 95 Y I 0'-f K q13 IoU 'Ict -7.5-yx tys-py 7-5y'K 'Y8 POO .5c. 1 C� 2 2, Ski i 2 n^sGA ,� _- 34 , 48 -ar ­00- CST Name (Please Print) sign re CST Number J?-!F Address Date Evaluation Conducted Telephone Number I_?6Y44 5- 2 - 21 Effluent #1 = BOCK > 30 5 220 mg/L and'T'SS;> 30:5150 mg/L Effluent #2 = B 0 D, 15; 30 mg1L and TSS :5 30 mg1L SOD-8330 (RO3122) Flage c) f 3 Boring r Boring # Pit Ground surface elev. 0 - Uft. Depth to lirniffing fac`6 n. I elay.?6- V ft. Soil Application Rate Horizon Depth In. Dominant or Munsell 1 011K Redox Description Qu, AZ, Cont. Color Texture st/ structuro Gr, Sz. Sit. 1"k Consistance AKV Boundary Roots GPDfFt' *Eff#1 E ff#2 (e 2mS'bk - 2-9 Z M:er- 41 2.3-2-7 JQ49- 7/3 %19 (0/9 5 K -PO ire Ofs _0 PA' 4.5-49 f &---0-4 C 5 c'5 C.- .5 142 J, WPOPW 0-.0 45 - '5 0110 e--s"O- Z-7 5= W- 7 18.56 16 YZ 9/1 Boring Pit Ground surface elev. ft- Depth to limiting factor in. / elev. ft. Soil Application Rate Horizon Depth In. Dominant for Mullsell Redox Description Qu. Az- Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff# I "Eff#2 - — — [] Boring El Pit Ground s u dace elev, ft. Depth to limiting factor in. / elev. ft. Soil Application Rate Horizon Depth In, Dominant or Munsell Redox Description Qu, Az- Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Rools GPD/Ft-' 'Eff#1 *Eff#2 'r EM uent # 1 = BOA? > 30 5 220 mg/L and TS S > 30:9 150 m g/ L ' Effluent #2 = B 0 D, !!; 30 mg/L and TSS 5 30 mgVL CHECK BOX AS APPLICABLE. Q SOIL EVALUATION SITE MAP PROJECT NAME: Joe Waiz CHECK BOX AS APPLICABLE. Scale: 1" = 40' SYSTEM PAGE 2 OF 0 40 60 W PLOT PLAN '0 Z0' ffllo Attach design flow calculations €or commercial plans. (#C ft odd)DESIGN FLOW: GIRD PROJECT ADDRESS: Pipe Material f ASTM Standard (Tables 384.30-3 & 384.30 5) Sanitary Sewer. f BM Symbol: BM Elevation: D + FT Force Mein: f BM Descrlpdon: K ►E !— Slope Gradlerd �9t�y w IndIcate north try IMPORTANT: 13 b well Symbol cif applicable): (.) drawing an arrow Shaw ground elevation tours at suitable intervals. of Tested Area: on the approprite Ilne. ...r.,� rr.y r.wrwr.r.rrrrrr �-•••---- 13 Y& r Bid" 99ds J;2.,: 96.so' ig MI vulml-^fta! r) e-k-letrrW3fpt cif At NA PrrYfPCM(-Nn I Se'n -Ces Page of .7' Divisim of Industry SefvPces SOIL EVALUATION REP(DRT In accwdame with, SPS 385. Ws Ad m Code County L 1 0 1 A AttaCh compi e te site plan on papw not Ww than 8 112 x 111 Oxhn in s ize. P'l an must Inds, „w. - but not limited to verfical and horizontal reference dirt , poini (SM), �ection and portensk3peParr", I scale or dirnenskm, north arrow, arvd locab�on and distance to nearest nmid. P-1/to —6— Please. print all Informotion. R,ervkmed by 0 1 mf^ ff*% ftt. , 0% rw&"Ajb hm "CJQH fnr n rrm-dtom'(Pri 6 Low. %. 15.040'�.rniy I M, N -r%jn L Cz W I I ir '�Jv :4 .1 11 Prcgerty Owner PmW-Y Location Govt, Lot 'A 1�4 S T N R E (OrCW QW Owner's Mailing Address Site Address or CSIVI and Lot J*, city. siawe, 4ZIP Phwe NUMLber C ty Village Tovvn Nearest Ro .e Izez ('71 5) 7W 50 PCX usw 65 Reskkw*W INS of bodrooms Co" doeqed designflow rate Y.Eo- GPU Replacement PuNic or cornrnercial - Deschbe, Fkwd Ptah elevation K apple Parent matealFLAJ GenerW comments and recommeinclations: Bori ng Bonng # MP.t r 171` UL r"d s j r, ace el e Y. Dept h to limng factcg� 32 i n I eiev?7, 0/ ft � Soil Apoication Rate i Rools, Hodzw Depth Texture Structure Boundary In 0 ff#1 EM + 30 TL /-0 ILI . .. .. ...... $ . . ....... . o t F 5/A 15 ov;� rK 56.,.5 Y ebxnz 7 �tl " I Boring C]Bon'rrg Depth to kmrtiN factcw� 32- in. I "v Wit Gn>und sur.:�p pie Sod Apoicabon Rate Hortzw Dapt Dominant Coilor Redox Description Texture striUcture Consistence Boundary Roots GP01Ft2 In. Mun"I Qu. Az.. Cont- Cokw Gr. Sz.. SIB. *Eff#1 "Eff#2 aJ 3 C r i.92 -.3(e 1 Ol 9 1ff3 -7, 5'YF 7S�4<41ft Immu Sbi-S fne (2 jolk */If 'T- 5 Y Ole% CST Name (Please Print) A414"W4 Ayers Sign ire CST Number Address 2,07.12 1247-f 4;1 �� f Date Evaluaton Co f 10ucie-d Tek*hom Number - Efflueni #1 ROD >,30,5 220 mg[L and TSS > 30 S 150 nig(L Effluent 92 B00. S 30 rnqfL and TSS:5 30 mg1L SBD-8330 (RO3122) Boring 0 ;)age of Pit Gr-')u-d S'I�rface ei:ev Depth to Iim.ibng factor in. � elevl*. Soil Application ate Horizon I Depth Oorritnant Color kedox Descoption Tex.'L�ira Structure r Consisteftce ary Bound Roots GP D/Ft" In. Mursell ont Ou. Az. CCok>r Gr- Sz sh OM E "Eff#2 JO '11fK1--71.(f'-' 2^56k 'i J_ IF OP 7/3 L (Z s KK C, Mlwm� !) y yj _57 !�7 yg. 56 Yz YJ ffl�syg- IF IN f L 11-0. Boring # Pi"t Ground sur%Kv e�ev. Der, t n to 14m rting factcw in. Wev. Soll AP;Aicatk)r Rste� Hodzon Depth Dominant Cdoir Redox DCeosnctr i PCt TexAufa Structure Consistence Ekxm-Aar-y ROCAS GPD/Fe In. murvse4l oiol on r Q u. A z- Gr. Sz- Sty. 'PEff#1 -Eff*2 -�nng p. Pit Gf"Dund surface edev- tr Depth to Itmiting factor in. t eiev, F— SoO Apt" bore Rate Hoilizon Depth Dominant COW Redox Desaiphort Texture StructureConsistence Boundary I R.00is GPDIFt2 sel .111-111-1 ................ In- Munl Ou. Az- CGongColor Gr. Sz- Sh. OE"W1 ErffA2 1E 'In 6 0 0 � 30 :s 2-20 m,g/L wA 'T S S > 305150 n4l. Effluent #2 = BOD. � 30 mg/L and TSS % 30mglL S-r_ C R 0'. �,-),!�NTY SANITARY SYSTEM File #�: Office UO Else nly '`"'�.``�� OWNERSHIP/ADDRESS FORM Creoted 212021 Community Development E)eparlment will o6lize this information to provide the property owner with information regarding operation and maintenance of your new or, replacement sanitary system! 'I -his information will be provided as part of our ongoing efforts to protect public health, your well, groundwater, surface water, property vat des, -.111d county resources. Once approved, this completed form and educational information will be sent to you by ern aill. If you would like to view your issued saritar� permit online, YOU cai) do so by using the Prop �-,, 1. web I i n k. Owner/Buyer _ Mailing Address City/State/Zip — r ,IITA AA :11yj 4141011 Vl DhL IF NI MT A fro] 1014 Gf�9�c f� , �c.� t' .5-��fc3 � �' Phone Number (required) Email Address (required) Parcel Identification Number 4;w - lel (found on the property tax bill) 11 - "9 F Property Location 1/4 1/4 Sec. T--fo N R Town of � � � � � Subdivision Plat: Lot# Cerfified Survey Map # Warranty Deed # M no of 11104 TM Volume Page # (before 2006)Volume,Page # Spec house 0 yeno Lot lines identifiable dyes 13 no OFFICE USE ONLY N e�v P ro p e rty Addrys s Sri (Veriltication of new address required from Community Development Departani)rrit for new construction.) 7 / 2,622 (Staff Initials) (Date) This form must be submitted with all Private Onsite Water Treatment System (POWTS) applications. New System: Include with this form a recorded warranty deed from the Register of Deeds Office and a copy of the certified 5Lirvvy map if reference is mode in the warrant y deed. Community Developfiient Department - .and Use Division 715-386-4680 St. Croix County Government Center 715-245-4250 Fax cdd2sccwi.aov '1101 Carmicliael Road, Hudson, WI 54016 Kiww.sccwi.ao-v I 6hq.- C1`_',RT1F1E]ffD SURVEY MAP PART OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 28, TOWNSHIP 30 NORTH, RANGE 15 WEST, TOWN OF GLENWOOD. ST CROIX COUNTY, WISCONSIN 1% FD PRE PAPER FOR 'Llin ILA UNPLATTED LAN,DS 1.1141 1051387 13ETH PABST RFGISTER OE DLE-DS ST. CROIX CO.., W1 kFCEIVED FOR RECORD 07/26/2017 9:56 AM C-ERTIFIED SURVEY MAP VOLUME: 28 PAGE: 6374 REC FEE- 30.01) PAGES: �1 r- I u p 1 1 1 1 4- IT East 1/4 Corner __J 2986 130th Ave JD (31enwood COy, W1 Section 28-30-15 I ki JA I L�.�% I I r iii.11 kA, 1, U 11Hr 111-1i I I LANDS CD (2) E31 v e Cr-eek go "iA 5 a. 25.4o '5 -3.3 6 '1 15 16.8 9 8 q f t T 14.162 acres Ln "r. C� J ind- r—o—w C h —P rQ I g!-"l 609,573 sq.ft, All; 13.994 acres rn � � C6 — excl- r--o—W 438 B3 4. 3 :t PQ V 19UT YV011JErkip )kJ1 L Ln Page .9.7-98 Ou U) PO 4h, I -J / 0 1 ill q- T 1, 6.6 4,542 acres 1313ii3l' _23 T. 19 S '41 B9 -2 1'41 South 1/4 Corner tin -30-15I k � � t S c) u f h e a is t Corner UNPI.ATTFD Section 2B-30-15 Seco28LANDS Alum, inum Cap A[urninum Cap Vf,)1.116, 1.1g.4-12-4 1"NPLATTED E a c h paf-cel on �his map ts subjec to State and County LA N'D S L. 1 R C', D a a laws, rules and regulations0i e wetlands, miniu)um (of Ll N08425'52"W 11.25 size, access to parcels. e1ii-ic Bef(-r 1-2 p t i r- c has in q 0 F L 2 N00'00'0411W 83,14F developing any PaFCel, CC[OaCt the St Croix County L3 N2Z53`52"W 17 00 iZoning Of f ice and Towi") BOaFd for advice L4 N00'05'35"W "This map con t airl areas that are subject to Shoreland Overlay Zoning District and Floodplain Zoning Additional restriO ions apply Conlact the Community Development Department for fur-ther Fflliformatjon DRAFTED BY- C 0 Ae Joel A Br8ndt JB lie SURVEYINC3 L L C SCALE, ---1" = 250' f7ir" _2 P 525500' North is r-efc_-renced to South Line of khe Southr-_ast C1 surfer` of Section 28-30-15. which bears S89'21'41"W (St Cf-oiix County Grid System) S&ANDT 5 - 200 3 GL E N W(X)D CITY. LEND C 24<�; Found Government- Cor-ner Set 3/4'' x 18" Iron Rebar weighing 1 502 lb s /lineal foot Found 1'' Iron Pipe Sh1 .7 3 Sheets F- Z -7 St Croix County 1051387 Page 1 of 3 43r�. CK�r x OWNER "APr� PLUMBER AAVco aYE-eS TOWN VY G 054Woo� Nq 3o sr-ju 29�q AND/ xx LIU ct6c, SBD-06499 (RI 1/20) .. .. ....... . . :1 � NO. 6SI 2Z0 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 changedregulations may impede renewal. al. (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