Loading...
HomeMy WebLinkAbout002-1083-50-105PRNAC SEWAGE 5Y57EM S(. Crol% INSP3CCION REPORT - °°"`�° `1ilwi LENER4L INFORMATION ;A A2--DPERMT iNP WW2 So �Y eNL. wld O1NN0 /!$j-Sd-/ a JI 30a9 ,4�YQ5� TANK INFORMATION =L-VATIDN DATA m — — �.,. a 39 29.31 711 .. .x S. qa % T I JM alvgJh INFORMATION A 15 SOL AESOR' ION SrSTEN _ Mid, 66 "j5 Lo�,� — �,.-o � a-1. RD iI57R1309ON SYSTEM It SOIL COVER COMMENT&'. linawe weo n,xs.ors e,h ,/ , i. ,'f4'. de 3M ddi= / L.Nin, ill. PS II �^(n 1Plow '4Z�/Ah6.41 L«.�5 an .� °,.aan�,m MIDVI45 11 74 i 9 ITf3� 4� i'lihill loin ePo /w°b o���� � a, I-iOJ Sol anaelanas omlebn S/, t?ro]x 0 201 W. Washm Ae., P0. Bos]1U 6weq' Novel Nuenteci lhM al toCo.1 1 CS Nov 072019 MeE; WI5�]-]162 w li 1 " ,Zwi lit Appli Sol T NumbP came (//9oayoo-t nt rivalcjtion 'i,.uo..ea ,p uammafan p�. o Nar2337 /s.c.. mo r m, .memmeam of Ain, s<;.;" . moo M1e,�a r„�aay mr,W, fell 1. w oo mro,m.no,N ale.: vnm nuli.rm��r. qupnry Pmvis Nem� P%5 e pmpvq O'+nee'I M v ss broken) rival 23s,7 se L+.m< Wort 25_ ,dn/ /, ✓s✓ A, Serve 33 cabR,, Zipaa< N7srr. u/ee�y/6 w / sroaa 27a6 .��N, p i�«wo H. Typeoffluiidmg leM1mk l M 6upbaiwNvm XI m2 Fum:p w5lm&-, uml BI,wkP orl ❑ NWIrtFmmmnnvl-I%smM❑ clvor of N.m",❑velege a 4s keIILType of Pe•mX: ICM1eekTine A. Complete lUe Bi(epplinble)❑Ne.61„ $eem moopil Brook op emwl ❑ oanMovenemim 11foiisrwmrmwwl ❑pam ❑re ❑@mgafpful pro ❑pnm nmfermNewusRepol I:W.i Eep,e�m°Own of P0WlS6enan/Oevi¢: Cbeeks111M1tla 1 O x. Peresu. ❑ pmm.... ,« o A:cp=m o Mmxm a E01❑ ❑BmemgT.�s ❑ b.ol+t�mmm.mpne"d Repeal box, peoppro V. Dowell of Are, mmrowl �ve(Ron 1. Set m of a Drexel pare ono nizsAmm so,,,V,Sa eetr 95. VL Took Info CGwiry in 1 Nmof•enue, vllons Gelllmy Unit,fr U _ x PAtee szs = - Took I : mibilih L Pnm SbMmenf l.KKentlmpyeuvme,vpnlliliy'lurinur ePOWlyshas,nm me rnuWlYeea VIl muIPM9q� Plv 's6igu N[omp� Hmlw Nvne Nmneh/r MSAEE�m In i'.nms Zip o1) ry•25 1 vnl n /Oe .rlmml Bre M1 e ee Pmni: ya nm H..iug m6i� /9 Opp.intini a Cumi.nro om for Obepprevol I 11 SYSTEM OWNER'. •M1 sP `�C• ,�) (�y1lyiRee':a L SeprrefundNersnc W� �n tlkepeonCeumubesercsalmP� as per moraina pf plan Pl1i no plum bor 2 AII6elbagre ui rvas pill be da s lrerepplkabl0�rermsymmemvv m ... epinm nkevsn•n.mulesiv Doeo SBOtx98(R 11/11) PAGE 2OF6 SOIL EVALUATION Soma 1 -d0' © SYSTEM W SITE MAP PLOT PLAN PROJECT NPME'. r P oESIMFL"o 40 EPo 00ftp10j Doug ROES Awm leap, 10. maweuone w wmmabal pm, coECiacouFss U37 Rom Larne VWaod,illa WI Nm Memnd 81 I ASTM SWdlM(Toll, 384A 83.bfila N � %T MTMo30.M gy,ymy,y.it ma ElHn.. 1000 Fa yyur AM ax a. PVC pAo355S o�a�m, ToOaaorwan cEano mi �w M 5 mll WP•Muemk O Show N bw wb alwlbd bml¢ w It eG �"40>6 5 6V qb DIVISION OF INDURGRY SERVICES byth &� GREEN Fri tD04.52ii ICI\ t•= revedms,as, awansuamameuaeComem wave weaccere" RUN Do" Otlm-se ,Wry CONDITIONALAPPROVAL Conditionally PLAN APPROVAL "PINES 2021-11-01 APPROVED Pbn Review: PWTS111962d00-C DEPT. OF SAFETY AND PROFESSIONAL MICHAEL I MYERS SERVICES 243130th Ave DIVISION OF INDUSTRY SERVICES Glenwood City vn 54013 s1TE: Doug Rotle 2519Rose Lune Town of Baldwin Saint Croia County Total Amount: S250 00 FOR: SEE CORRESPONDENCE Mound Cormenentivalcal-Ver.30,801) 10691-P ON LIN1, R IN 12) Pressure Dis Whoa Component Mutual - Via 2.0, SUD-10I0VP(N,01101, R I0112) Dnerindta 1506PD Mwnttmnae RegwN To, wrom ild descnbN al bss been reviewed for conformance with applicable Wical Adminislrztive Codes and Wiuomin $mmws. I he submittal has been CONDITIONALLY APPROVED. This system is So be constructed and lorned in a wroN with the enclosed approved pdus and with any component manuals) rearmced all The owns, as dcfill In nhaptm 10101(I0), RevoilrSWurcs,ia responsible for w p4 ce war ell rode mythica Na No person may engage in ur work a plumbing in the Note unless I cohni to do m by the Depmtmrnt per s. 145.06, deb. The following conditions shall be me during contra ion or installation and Prior w occupancy or use: Any tall grades, ieevel and And, Nball be eat soon mdrernal prim to tiling the s rf for inaallmionw Prevent Fishing UMe, the dispersal area. Prior by op a erwon°f to, disperso aren ch ok the moisture coate d of toe mil to a depth of g inches. SmnragmW uemperact ol Twill reult in reducing the l°florlion Comedy of the sod Properl prequal conced can be dnnminW by rolling a sail sample between the s. If It rolls into a A. i,an wire, Usesire is we net to prepare. If it ewnbles, site preparation cup proceed. If the site u by wet to prepare, Up, not p¢aM Roil it dl It is recommended to cm az abort as possible and remove ground baser prior to rolling Or Pushed omfil Not OF dispersal area. Remove and maianin wnndy ego fion on or near the dispersal omponent to minimize mot wltnlon wm the dispersal cells To meet flow veM(ir between 2 to 10 feet/ueona. e Abandon the existing pate, temporary; per SP538333 • All piping shalt conform to$PS Table 384.30-3 and 5P5 Table 38430-5 • Verify proper, It,, han,tioric Electrical connections shell comply with 5P5316100 and NEC IN A copy of me approved plans, specAmho s AM this letter shall be on -site during mnsnuction and Well to impe Lion by anOnnssd representatives of the Demmuca, which may include locad armostors. Mechanics tequhed by the dome or melml,wicipalily"I be obmined prior to mmmewemVc of wnvhuclioNiruLllafialloptmtion. In graments This apprcval me, Divi,ioo ofhummry Services reserwas To unit to require changes or additions should smidnams vise making them necessary for code compliance As per she Swas 101, 12(2), nothing in Nis review chap mlieve the designer of the ramnaibility for demanding a safe building, ewewrc, m mmpmavaL Inquina Shorthand This mm too inner may be made to me at the ANyhow number Iis4tl below, mat me wil on this lecom ad. The se.. loft addressee shell provide a copy of this lemur and me PO)VTS monace am plan W The ownw and any others who are responsible for the mmillamar, opemimm mamlewnce of me MATS. Sivicemly 1 Travis Wagner POINTS Wastewater Specialist, Division of Industry Services (608(598-0715 Tans wagnerhyve, go PAGE 10F6 Mound Plan Index & Cover Sheet Component Manual Design Relemnses: Version 2.0, 560-10691-13 IN.01/0t, R. 10112) & Version 2A, SBD-107MP (N.011(1. R. 10112) Pg f of 6 Index & Cover Page Pg 2 of 6 Plot Plan Conditionally Pg 3 of 6 Mound Cross-SectionABP QVED Pg 4 of 6 Distribution Net'eWTOESROFESSIONAL F�JPIT oy Pg 5 of 6 Pump Tank SpeC16e"arni INDUSTRY SERVICES Pg a of 6 Management Plan mover. .seaie Attachm9 b: Enclos r e: Pum Curve POWTS Ap I'MITI Soil Evaluation Re cE Project Name / Description Owner Name(s): Doug Rode Phone:715 977 -2786 Owner Adtlress: 2337 Rose Lane,Woodville, WI Zip; 54028 Project Address: same Govl Lot:_NW 114 of NW 114, Section 33 T29 N-R16 E❑orW© Township: Baldwin County: St, Croix Project Parcel ID M: Designer Information Designer Name: Michael Myers Phone: 715 -265 4115 Designer Address: 2843 130th Ave, Glenwood City, WI Zip; 54013 Eanall: mcmyem@( nturytel.nel - License Number: 267985 Remarks: Signature: Date'. 924/2019 avewau� w ❑ SOIL EVALUATION Sub 1— 40 © SYSTEM PAGE 2 OF6 SITE MAP SO PLOT PLAN PROJECT NAME'. Oonpbl W GeeGFLom 3o GPD Doug Rode AMAael�9Dnoertlwlaw¢m��memnowe. 0JECTADDc 23310.cee Lane WOWvIIb W MGa Mebull/ ASTM SIm1N quWa 38130.381M303) N s.abas.ee, WC )ASKS D3CP abayKoo M pmp 100.0 wMan Pvc )ASTM D2W pW Tam of Welk m.nnl E wma'mm U� PP�w' 1'.wV.��wmma.w.P.b. n' PLC i gf.;q sed•M e �bt+e'U M1� A /. 51, o� Lqb s~ �3 / � twNl br TO zs WAWEO AOOREGATE ( S.d earealn eblawmn vba-IN020' overauwum emlrer meld pipesic fa a) Ban avvmvm GTI SAND FILL / �e.0.6 1 r SINGLE —CELL MOUND DISPERSAL AREA D= 1.8] It 93 MIN, ea OF TOPSOIL m R E= 1.97 a o F A= 6 8-1 E Ppven suture snare comre, 5 xslma_ Elawhn= 9334 R (Show fame main, marvibid and flush valve lamliansonpmn view.) i t/1 Pa vc Lawral imcel) {__ sysmn Eevarwn= 9501 rt Lateral lnre Elevanon= 95.68 fl GROSS SECTION VIEW (No Scale) PIAN VIEW (NO Scale) .I= 78 rt 115 R --- ---- tee - —_— w 11.5 rt Ic- m> rt Imvlr v Bend aswsmry refl am, cc^mv I m DOWNSLOPE TOE Or O 96.R It GO Ol Pmebll clks b n aM veflloAar OaMc wlmm 15 feet of dw "be. RmN Pape DISTRIBUTION NETWORK SPECIFICATIONS (No Scale) ? '05tlial.a wG Farce ibin to (Npaa m raw teak FLUSH VALVE DETAIL tear o4e• ror erennadl (No srvla) onrein __ valve lSw LabrMalxa�B 8 -1" CeC (m« ey insulation optiri s= n WadThre for Naae reunq maa —2. sds Feltbeam bi PVC MaNtla orolran 1 \\ grerephsaaPNkaroau / g Leanne bbe need Ball Valve 1 \ 15 In (Wkanal) / sa1M140 PVC-aderel O= \\ / IryplvO / pp\ Lateral Lengm lP)= ]4 n Numberor Oaleesver"ni 45 / 41 110)OB N belwl � Oafre Dktliarie Rare= 9pm p�abgpMomarhmal _ FI and VaM1e� O: MasB/aw� ebq Edmmdlarenl ��II p yLaMpmpd exN Meaner Number Or Lxlara5= 2 a* Prelrel.:e difit^ Cereal DbrAarge Rate= 18�.$4 gOm rya L='o'lln` Grew spacing (x1= 2U_18 in �p LATERK INVERT EIEVATI'JN- JS.ay fl M1rdrep UVNvp TOTAL DISCHARGE RATE = 37y08 GPM Melml Gmbe diameter = .125 in Find J ennead» (bao+la OBSERVATION PIPE DETAIL (Np sfelel - FF6Ma G2ae $SrrerrTpty IIP caPlmpul (,,i a reaam) 4'0 PVC We T°a°d C^'rcr rwddwmmamara (an. n Area n o,.m.a mbmeyaee (e) W ib-x E sb6 ®QB awn harbored? Dei IM do si,reae END MANIFOLD F OrP n { 0 CONNECTION Check applicable box. mp ttNcmxe (arrpgeogbnap D IT IT F--Rx om--}—a xrz—}--1 > rnan.m O LiCENTER MANIFOLD T lade, poewlb.ma CONNECTION m PAGE 5 OF 6 SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) IMPORTANT Penner hands ae� � pursuant W 3PS 3M.43pol CAPACITIES@ 17 gal Depth (in) IVolume last A 20.9 354.7 B 2.0 34 IC] 5.4 91 3 D 0 0 oci Id and NEC pas _ pa I iweu + oepin *Pump Tank Liguld Level = 38.2 In Force Maln Diameter= 2 In Main Len in= 75 t TApprund Beal Malarial ea"ao- rank `nsml and menus purl W minaret lmwrm'... PUMP-0FF ELEVATION 663 X 9 — 5.17 Force Main Void Volume = 158 gal + Mln. Supply Head= 6.5 fi (c Total Dose Volume (TDV) 91.3 galldosa 717 +FM Friction Lose= 2.15 A (zt al works Yen oewme paxdeaiponovel tome man dealnlud winner +Fining Loned 1.95 R `1 .wprwaJAP iw) MIN. PUMP DISCHARGE RATE = 3L1 gpm = TOTAL DYNAMIC HEAD = 15.77 R PUMP TANK: SEPTIC TANK(S1: Volume = 650 gal Total Volume = 1000 gal Manufacturer Weser Concrete Manufacturegsl: Weser Concrete Pump Manufacturer. Goods Install approved muse main Alter tsuant b Pump Model : PE51P1 maufawrer ncs nswctloenna Controls/Aatm Manufacturer: SJE Rhombusm Filter Manufacturer: Polylock Contme/Alarm Model: PSP120V6h150P17A 525 Fnmr Model: FinsvA h prohibited. PAGE 6 OF 6 Mound Management Plan IMPORTANT: The Owner of this mound system shall be responsible for its communal Operatipg and maintenance pursuant to requirements a SPS 38l Wed. Admin. Code. Pursuant to SPS 38352(2),flood . Admin. Code, this system shall nsideretla human health heal gnotmaintained in aomrdancewiM this approvedmanagement pion. Furthermore, allInspection and maintenance activities shall be performed by a regisbre POWrS Maintainer in appeal win SPS W3.52 (3), Wlx. Admin. Code. Maximum Dispersal Area Coastal Llmlts: Design Flow= 450 ll BODa5220mgL'; TSS5150mgC'; FOG S30 mi Inspection Checklist INSPECT EVERY 3 YEARS o type Huse am a system nsance factors U 6. odors, user complaints, etc) mechanical malNnotion (Le., pump, valves, switches, Costa etc.) matenal fatigue(ie., leaks, breaks, compact eta.) suids volume In anaerobic treatment pari and any distribution appurtenances) Iia, bislnbuton I drop equal neglect or Improper use if e., exceeding design capacities, prohibited acliviini etc.) extent N diem ng in distnbul cell prior to dosing o owing lnegulariCa(isl pump reaydmg, Bat switch viol hi awful components 0 ts, wiring, connections, switches, controls, favors, alarms, etc.) o dlsmbulpnlateral or lateral onCceplugging (measurelate2l distal pressure— wmpareto design spCifKdtion) o surface discharge of effluent or swage back-up into structure esrved Maintenance Checkibt MAINTAIN EVERY 3 YEARS (or when necessary) o Si and dose tank sl shall be pumped by a cerrfted soptage servicing operator licensed under a. 28140 Will State. when Me volume M folds In the donk(e) excaede eneihlp 1113) Me liquid volume of Me all W as required by [mat ordinance. Depaal of contents shall be pursuant to NR 113, Wes Admin. Cede. o Effluent fill shall the lnagected every 3 years and shall be banned when necessary to remove any Matedwlidsa=w ingtomanufatlurefsspc0t¢tions. A servicing period will always be greater than 12 months. Distribution Impala shall contained once wary 3 years or when necessary. Systems malromm nce reporLL shall be aubmMad ao the proper local governmental In accordancewlq SPS Sol Wisc. Admin. Code. Repod any component failure Or matfunctlon to: Named individual or company: Northland Plumbing Inc Phones 715-265-4115 Loral government unit : St. Croix County Phone: 715-386-4680 Localgwernment unit address 1101 Carmichael Rd, Hudson, WI 21P. 54016 Any detective pan of this system shell be repaired mplaced, or removed pursuant to SPS 383.51(1), Will Admin. Code. Repair or replacement of failed or mallmoci tr ing components shall comply with SPS 303. Who Admire. Code No product for chemical or physical restoration of the POWr3 may be used unless appmvW by Me department in eccoMence with SPS 3" Wu. Atlmin. Cotle. Contingency Plan In Me went that any failed treatment component of the POWFS can ct be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed mound dieperal component may be rwy nstmmed within the onginauv approved area after removal mall sued mmconems. SvsWm Abandonment If use of this Pi is discontinued, it shall be abandoned in a roommoe with SPS 38333, Nap Atlmin. Code 'i ITT FPPUNl1oNS Speelelly daughter fin tire blbwinguses •mound Systems • EflluenVDming SyMms • Low Pressure Pipe Systems • 6ammem Draining • Heary Duty Sumoa Dewaeeng SPECHIMPSNS Pump —General: • Diesm ge'. I NPI •namperactudis °F NO°0 marlmum.mminuas when Nllysubmeryed. • Solids handling: h-maximum sphere. • Automatic models include a float switch. • Manual models available. • Pumping range'. see peNormance dhanormrve. PW Pump: • maximum tapludy 53 GPM • Maximum head. 25'TOP PE41 Pump: • Maximum tapacey: 61 GPM • Maximum head'. 29' LDH PE51 Pomp'. • Maximum desmily'. 20 GPM • Maximum head: 32' TDH 30b GOULDS PUMPS Residential Water Systems MGrna General: • Single phase • So Her¢ • 115 and 230 molts •Dulltlnthermal wedwJ prorechron with amomatic lean. • Class 3'mnlatim. • 011411ed eased. • High Strength cmbon steel shalt. PE31 Moor: • 33 NP 3000 RPM • 115 wk • Shaded pole design PHI full • 40 HP, 34W RPM •1'5 and 230 voYs • PSCeealen PES1 Ml • 50 HP. 34N RPM •715 add 231 • canal "EN" LISTINGS < R_u5 real to UL 278 and 6A 22.2108 Staneaage "Pass. Sunw.nr amen,°° HIeYWeHe ..�mro aoul0.Nmpu1an9W1 Aep'f4n1 0 .o as 3u I so an 70 ow 90 7'SOIL EVALUATION REPORT rsRE- ppermeraUSaltlY anOPINe¢eWlul6ervlme n OIYN'm 4 Way and 8uiklrvg In ancoamince with Comm esw Minn. Codes R107 q _ I do 3 Nm[Aeno Fumbing lne �rmmvbYe. lAware on me ryeadde, but .twmI:W MwnteMbdaxo zrear d ln ne now r llan and el¢dnce to ro.2et wall . Pleaee Paine all mremboun Funt nV MII man do uxp h O xt WYvv lPnwry W.a wlll lmll. sl, cldx Pertel 1.0. Ranimaed GY Gm wM�evenn Cdtet Rotle rowMLoaWn GM. LN MNf/<.NWiN, S33, M8N, RIM Ragt cmen, Mdunp Mlme 2337 Rose lane LotR BkdI Sied Nerve or alks Cim stw, zlP Code vMrc rvurµer Woz'ville WI I clry _ vllpe - Town Nenvvl ROW Pein I ftwa Lena New Conairuct we - ReWanedi NumberalWrome 3 Come demand deegn lbx new OEO GPO Parent MleWn.lm plecl.l lln out ormmmercgIM ul-Ge: Noad pall nlrveWn I aodluel.__n. Gend e^emmmadeone. F-Q6WMR -_scans _ Gund Immaw ele. 9t06_ NPWlo liMlbm M1Gw_ 16 _ Sail duadcam Reb Pil M1 �n Xnmun Degfl Oominent Cobr Mwrtell XMoe t7m ,,n Shone Cmalebrcs, Bountlery Roots GPMP _ Ou5 8 G. Sc 6M1 1 R9 30YR3/2 _' 91 3sbk _ mW a 2f b .8 10YA5/6 ' S1 3Wk mb if 6 30 10YR519 5YRSI8 dE bands. wl 2zM mfi gs 9 .6 2 1416 3 16-19 < 19-35 ].S VRS/e 51 cld warams K ISM ' Mn gs I. 00 0.0 ❑2 0°mnpa Pn p GmummwmIdw, 92.66 n oe PmmYmtinp ktlor 10 S aRMb OIIP{plicMbn RYn Noawn aplM1 GomManlCdor RWw GawpEon ieaNm wound CovYN Mary Munadl GU SZ ConL Lob Gr IR sp. I M IOYR30 III 3sAk mKr CS 2f .6 .8 2 9-13 IOYRS/6 sl 3sK I mh a 1f I IOYRS/9 sU EYk I mfi 9s .6 1.0 3 13-18 9 6 q I&M 7.SYRS/8 WIk5/8 cld Wnd5'.do 1#k mfl 0.0 0.0 IwrL ¢'_ y ' GlMent < III ph and Tss � 3E nmmy NamalPb rPnMl CST XumMr Mlpleel J. Myen 26]886 PbJm¢ NaMIaM PIImpFp, lnc ON Eraluabn COMutlM Tebppwn NumYr Set] IYN Ave GMrmtd Clry Wly013 ]/1i'3018 ]1S2sS011E npemavrer OnW Rode - Perin lox _ ppe 2 on 3 i npRPit ❑6 oding Boring GmunL eurlem eNv. 93.05 4 OeMM1 rollmnmg ranor IO nRoob 6dI AFglutlon ee4 Nmimn I in Cnmlmanl Cobr Mun WEov MaGpbn Gu Sz. Cam. Colo TeMre', Slndun (Cons Lance Gc9.5 WUMery Gobi E.8x 1 OA 101 s0 30kM1 it as IN E6 2 9 to IOYRS/6 all bank mvfr '. if .6 .8 3 1415 IOYU/6 5YR5/B c1d Finds sll 30k mi 9s 6 8 q 1S17 lOYRz/8 5YR5/B clot bans 0J Bark mh 95 5 ll19 10YR6/8 'SYRS/B dot bsnEss h O5g6 N 19-38 25vot SYRS/0 clot bands Ill mfi r orl If Grand modem ear. 91.85 1 Crl blrv�Airp fetlor 18 6oll varromorni nzoall 0.Mh 11 Gominanl0dm Metal Cesodpdon 0, So don Cri 6WWn Ge$6h. CwNerxe etondary'InRwb 110. 1 0 to I0YR3/¢ zll 3Sk mvfr Is 1f .6 .8 2 1P13 1}10 10YR516 10YR5/9 at allEzbk 3sbk mh a If b .8 3 mh on It 9 .6 q 1"5 )zYRSIe SYRS/B clot Bands ac III mfl cos 0.0 0.0 oodnB0 -N Grol wasoce Slay. 9511 R depth to lfr N9 front 19 _m Son Aoolrtalan Reb n COST, 1101 In Dominanl0ob m,nmii wGmulption Go 6xCentConor . br T 6lmdun Or35bk CmNb� BounEery _ _ c.6 f.8 t 08 j 10YR3IE 91re III CS if E B1q IOYRS/6 sll 3s* mfr ci If 6 .0 3 1416 10YR5/9 I SYRS/B clot III 5Y15M old WMz sot Is Es[k 0% mfr mfl a a _- .9 5 .6 1.0 q 16-23 10YR5/8 5 2242 I', 7.5YRSI0 5YR5/B old bands: as Ishk mn 95 0.0 00 Emmmll. Sol do _ EE01pM1endls6,M<15omerl emuenl#2- IS)i an mpM1 and 796 n 301 Thefxpanonrl of or and 9mfevlanalsarvka...$ or e9va 0ppor mry I Pool and employer. If woIwd mstalto varl rviamen.ov mnlrrod in an Jrtme¢ formation math, depal IS W&i65S51 or M' Ihi Relp'. Prgeb III N'J9 R01e Pirelli IGR .. Pape 3 al 3 ftenpR _ Boom Glountl zugw ekv. 93 3i R Cegn bllmMrq Ni19 _In. Sell ApplluWn Wm Nalmn. peplp' Oominanl Cobr Mi PMoz heorygn I a, Se Coll Colw TMo I Simmons GrA9R Oomisbnce Bounaery Pwb I GPOM• E.8 1 0 10 11 IOYR3/2 sA Use IIMs if E6 E ! 10.13 10YR5/6 sll 25 Im'fr is if 6 ,8 3 13-19 10YR5/4 '. sl 2 k Inff IS if : 4 6 4 l9K 1 25y0.5/8 SYRS/&IE bantls m lack fl 0.0 0.0 Ph G webv _ p BepNbll mP ISO AnplluYon Rem Iwnzon Capin Gominznl Cnlor Peso^ Geurlpllon 0u8, Cent Cone, enure Smi CZ Cx Sh. LrneRbnw,Boumn n: _GbM P _ ❑Being; 81 In G R CepN 1, losing rygm in (911 — Hi Depth MI ReNvpKI pth1 TWI Islam 0u. 5z. Cont Color Go 4. Sh.Tim Ccerishemsel Bommon lesson, I GPI I ETuen1 R1• a s2"1hJLwdT5i IEn mprL EBIwMXS•EOOn�20 rrph aM T55 <_Sp mpM1 The DITMI of5afely and PmRssional 5ervkm Ism I oppi mi plovian ma employs. Ifyou neM sssi mm,W rvrOef ozrrm,1 mmennlm an elrematt fi coi the tlepwnen1 u E04]6531]I orT oOih Rmes. sew.m,nsIII, o avnuyuc ❑ SOIL EVALUATION '"^c' [Z]SYSTEM PAGE 2 OF6 SITE MAP PLOT PLAN MJecT ry E, Doug Ratle Ingo ammo.450 w,0w...won Ae fl. q.m. cJECTM REw 2K7 Pose) ne.NbWrilb tM ape We "i ASTM SWMRetln3 b tN1.M51 sugr am. imo ET s Nc ASTMDWU T Mwmr h'C ASTM DM5 a.Waa< s .�»mmm.o.� ;: o am„awmamr.wau.w.. ,.,..._ © SOIL EVALUATION [:]SYSTEM PAGE30Pj SITE MAP °0 °p PLOT PLAN PROJECT NAME Douo Rode ° 10. nw maw .ma dww e.wo,m".A.rdw.. ww[c/wrn[ss n37 Rase L m NbMvrm W H Nww I0.CM wwwl CINw W3m S awd ) w.M..e.. smm 1000 N .+.+./s.... j w.mwp TOP &NWaam ���� of Mv1i +ftwvw ry_ wwy irnwamr.O INURTANT al= 9Yo6' j) wz= Q2.64' Car 93, `j3.o5 41✓ s4= 9i.s's' I s4. 9s.3Y' /r�. _ MP/cS72G S I'. r'ROIX COIIYIY SIP❑C fA\IS MAINH 7bANCI. ACREfMFN'T AND OWNERSHIP CLOTH ICAI'ION FORM bo'ner93mvr bal. PGt�fG Ylailiig Address ?,337_-?ose.L-arts., Propett3 Adtlrea _ 64r -..._. _ (0toi6ulivn required from Planning & LOning Department for tup construction.l CitySmlc (,Sly/4 w(Sfot$ Parcel Identification Number Gu-/as3-So Ito _ LEGAL DESCRIPTION Proper, I Groton pffJa_f{IGl :.SecT_gN R tee N, Town of a/lean!% coal lion flat,_ , Lot# Certified Survey Map M , Volume , Page # Warranty Deed R Sper Lace yes Q (before 2007)Volume ,Peet N___ Lot lines annual ep uo SYSTEM MAIN IEN NCE AND OWNER CERTIFICATION Impmpmmeaua Ottertail dryour septic system could repot In its natural Name to handle wastes. Proper s arpwtpin6 am theseplla wk every Ihrecyeen or eaanm.dneedetl, by a hcenxd pumper_ Nhm you pm line the system molehill the function of the scold tank as a treatment stage In the waste disposal Orion,. Oxne mountrnaoae repmc111iws are blenOe! In IC,l 83.52f) and in Chapter 12 5tCroix Century Sort Otalnavm I to property to L ] C Curer, 'II g&G 'FDp ri or lc turns. aW0arts pl b i i�sq ph1flul-reetrn W consider v-aaccrued p 1 as Tyro that l the of and r.diqu- in surer a .dfotand,-r-Irbil all Lordl 11 (Itece l 3iemnkis lea then, 13 all o¢Ind,, I,x<, the Undersigned ad,, reed the above requirements and agree to diamond triba ate serail disposal system with the tanaams; act foNt herein, as sal by the Important ofCommata and the Normal ideatunl Resource, State of W iswnsi t esu fiemion suing that your septic si has been mommned must be completed andreral re the St aoos County Plarmittg & Zoning O igamonmm within 30 days of the Lee Y'll contend' date. Lx<ar6fy that all smmmwu onuJ'vrmemwe m Nc Msl ofmylom Wmwktlge. Ilwe am/are tla mvuer(sl ofthe propnp daxalbed gWre by sinus ofv xn y mad recorded in Register of Dol Office. N64fiffider 0l formulated, SI AT RE OF APPLICANTS) DATE "Any maintain that is reductional may result In the sanitary permit being revoked by the Planning &small Department** Include wilt this application a recal l xn of deed from toe maiaar of ceeas Office and it copy Of the certified amvey map if courts Is madein the wcounts aced. filt, &U5) MAP OF SURVEY PART OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER, OF SECTION 33. TOWNSHIP 29 NORTH, RANGE 16 WEST, TOWN OF BALDWIN. ST. CROIX COUNTY, WISCONSIN. DRAFTED t 50 \ Joel A. Brandt \ u_rveurreD JB SURVEYING LLC \ \ urvos 61 \ \ UNPUTTBD 5" \ LANDS - " Porcel oreo Northwest Corner 21,780 sq. R. Section 33-29-16 0.50 acres Aluminum Cap 0 g S y B-2 U_NPWTTED 3� M1 A LANDS 0I _5 901I Nlg Bj tests eo m .3 r'rlsse.ir N89-22'sfw isssY PREPARED FOR: Ooug S Peggy Rode O U_NPIA_TT_LD 2337 Rose Lane o Ie LANDS Woodville, Wl 54028 West 1/4 Corner --- Section 33-29-16 Alummum Cap pro iecf Completion August, 2019 PARCEL DESCRIPTION A parcel of land located in part of the Northeast quarter of the Northwest quarter of Section 33, Township 29 North, Range 16 West, Town of Baldwin, St. Croix County, Wisconsin, more particularly described as follows Commencing at the Northwest Corner of said Section 33, thence S00053'01"W, along the West line of the Northwest quarter of said Section, a distance of 1012.92; thence S89006'59"E, a distance of 155671 to the paint of beginning; thence N23026'00'E, a distance of 73207 feet to the South line of Rose Lane; thence S56050'51"E along said South line, a distance of 69.61 feet; thence S01-57'17"E. a distance of 176.66 feet; thence N89022'51"W, a distance of 156.61 feet to the point of beginning. The described parcel contains 21,780 square feet, 1050 acres], and is subject to easements of record. LEGEND SCALE: 1" = 60' - 0__.Found Government Corner (witness ties verified) a O .REPORT CST ql Mbal&y tlOuiHnA - __._.a Umu SwIe.M C ID MiWe�nienome pm on pe»r nW Nealn I WAxlffm 4 Sun Ip prmMvbpe, wb or Elmembnn n elemn a,m�,m�monmdd,m,wW reaI. vroe»Re+u»ll inlprmeuon. p.�.n'.Lm�m.mnrwoa+w...re.�..emr..mne.np.w•.Ipm.W r..e. �:vmlmn Nmmunn Rumtiry, IM 0.0 I. Cred Pvrm11.0 K Q �� ADO Be bm Pmpm,,),,er Mup RWe Pmpemeur+llun Gat Lot II, JWVIM, n9N. RIM Pr�mO»N•Me'ery/MnmM -- 2337 Rom "m Lora BRag s fnmfi cv III Lip CWe PM Nu,w WOOONII¢ WI 1 $ 81 716-977- —ICIV "VlllvI Rw,,rR a27M Balwi RC•¢Iere flW C,nsI ctlon Ilre.[v1 R m,mIIlNnmMrVWI _3 cooe YerM1e]ae•len nowrele 460 GM []Rpmvmem ❑ PUNmmmmmpml-Cegl6¢ Per¢mmmil gfmmbll RWppelneMbn.xropllamb n. Genermmmmeme em vwmmmeNWp.. FilBmm9• jjWbn9 IPX GmuMwrlemekr. 9e.06 n. ppW W Gmpnphdor 16 inBotl P1 lmWnRm H,nmn CepX K Gominvm COW RMw Gecpllm Cu.3 0ont Oda Tepum Simme Gr.Cxm Cm BwrWry RI NEW 1 M 10YU12 All 3sbk mM a , 2f .6r .8 2 916 10YR5/6 - _ sl A k mfi a If b LA 3 16-19 10YR5/9 3Y McId Wr& m' 2sblk mfi pz .9 .6 q 19-36 7.5 YR5/8 .ifIR/8 dE mMs m 10k mil As 0.0 0.0 F2 [pft MumaumweM 91% ft CeplXmllmX"famr 18 In P14pimmRm ll mn DWh WnInWWIW III RWx0.xlS4on pu. sx. Cum.Cm TMule III Gr. BZ BR Consonant Bauntlery Rmb GI III'q4 l A9 10YR3/2 yl 35bk Mir 2f .6 .8 2 413 10YR5/6 0 111 mfi If .6 1.0 3 13-18 IOYRS/9 s] 25dt 111 As .9 .6 q 1639 7MR5M S(R5/8 c1E Wntls m ISM Mfi a 010 0.0 'Wmnr e1-EOov>]111220 Mg m6 TSI> 150 m9R ''mum R=�Oe< W nn;ReMTG6 y3JngL 03T Name lPbeee Prinl) s' nvW C3T Nun»r klicbeelb. Myem -... .... Alm" Rimism PWmIn9,IM. -. Deb EbluWm Cmaumn TWpnpe NumMr 21M3lMh An GbImmod WI31013 711=019 71&M"l 15 14 V 1r Pron 0 KGnW Fans ____ Para IGO Pafps 2 of 3 No �3 Bnnnar �'I Bonnn _pf Gloom xlkw saw 93.0 M1 GMnm rvmaln9rag to In. BWM wInm Req Hown BeW. OomixM C^br Munxll PedwCWM*n Ou. Sa. COM. COW Tedwe Mature,Conai4mp C. Ba. 50. BwMvr/ RaxAS GFnW -Plot t O^9 IORY3/2 I 2 9i0 IOVR5/6 3 1045 IOYRSIfi 4 15-17 IOVRS/8 sil 3f& nrvh a 2f .6 .8 sil 3sbk mNr a 11 .6 .8 .8 SYRS/8 <]E bmEs SVRS/B cld bands sll 3zbk mrfr 9s .fi W 2sN - mh 95 4 6 5 17 19 10YR6/8 SVR5/8 cld bands fs m6 a .5 1.0 6 1938 7.SYR5/8 5YR5/8 dd Wads w 3zbk mfi a0.0 0.0 I Pann6r Bonn JPa ,,um euno velw 9185 R NMn ro llmame fam 18 Myll APAvdw nab Hor'aon Cep6 M. mn OinaMConr Munxll RMBeeulpion Ou. Ba. COM. Cab Tm alWm BrmtluM 'Conluary Gr Sa. Bn. Bom Roots GF I 0-10 10Y 2 sil 3sbk Mw a 2f .6r .8 2 IP13 10YR5/6 sll 3sbk mh CS If .6 .8 3 13-I8 IOYRS/4 w 2sbk mh a If .4 .6 4 18>5 2.SYR5/8 5YR5/8 cld bands isbk m6 a 0.0 0.0 BOUng ^^ Gronne anrta¢ekr. 95.11 rt �Mmo mmkmafatlm 19 b. BOII Pyplulbn Fide -vm Odor reMoa oexn{4an Oom unxll Ou. Sa Com Cakor i sMUM Gr. Si. sn. ConJWnx Wumary Hoab G0.M t 2 0^8 10 UR y &19 10YR5/6 14 16 IWRS/4 16-22 IOYRS/8 5YR5/8 CA Lands 5Y0.y8 c1d Wands 91 sl 3sbk nn h I 3sbk mh 2sbk mfr Os9 mfi 3sbk mfi a If .6r .8 cs if .6 .8 3 1 0 IS sc m .4 .6 1.0 a .5 5 2242 7.SYRS/8 5YR5/8 cld bnds 0 0.0 0.0 - Mad #1>SOD? W S M I and T%>W0 IWn 'ETueMW - BM0w mfd. and T55'� mdR The Ovpnmmem of Sef11 wd Ratasix an ata ae inx wuM Upgmwi0 am ist ( 6iJa m,3151 over. Iftbmo l el i, ry ma arrmM nmmdJ roan il¢mam!aimµ w^mm ILc dgmfmmlm 608d663151 m➢Y Illwgn RNwa 1ppb Guns Wu9 Rode PwW me Pao, 3 M 3 Boning � Honing PH Groutseml,es kv, 93.N fl. Cepnb lXnWWodor 19_ SOII PppeWonPW n Holton CepN OO eru Cob, moll mCevrlplbn Ou6 COM. CoIm Tm m GrSo Sn. C"obnm al _ GPdH E 1 010 IOYM12 SO 2s mullCS 10-13 IOYP5/6 sil ]sbo mvlr 13-19 YOYRS/9 - 0 3sEk mh 1"9 7.5YR5/8 5YR5/&1C loins K � lso< mfi a & .6 .8 3 if 6 .8 If 4 6 3 a q ❑ BprInOX J 9g 9 SPA Ground ¢urlen elevfl lol mllinB f,dw h SoRP RoolonRM Xwleon Cpin W InantcNor Reoox Ds p4on TeAom SIrWw, r. So, Sfl. Gonalabn® Ill Rw GPCIP ❑ Rv-1X EOAry L PA GUMeurhm eM fl. Coll ktlor In 6dllppfy PH; mm� Il�Ca m F. MmkuMGobr MurcMl Re]w he[Apl'ron Ou Se. CW Color Tetlu sbumm GrSo Sn. CmYlew 9wMary Sol GPMY 1 EfteMXi=CCC[>30<Zplrgh2l - ETueMX3=eCG5Sb ng&OnET53 30r TheOryntlmen1 o15eldy onOProlaSionelSml[ese6 mequvl^PP^nvnlry serrl¢peoviJv enE cmploY[c 11 wu netsevinercem muex or rcctl mwv'rul lnm JlvnMc%mwl. vunle[I IM1e@pNmenld 606EE63151 oe TlY Orouph R¢ley. mma R++rro mmx+ewmin oG ❑✓ SOIL EVALUATION SVSTEM PAGEJOF,3 SITE MAP " PLOT PLAN MOJECT NME: o[SwN auv f+n I�onpq� Doug Rode uua dlwl fl,®im.00,am om qn.. Prolenrcowm 2W nax Um, wamwi W Pp WWw I TM Su (T,NnWoaa WC ) wpnr.�q ..w iao.o rT MTromveuc I�V S reaww J .... o..Mam, e WRY t4 pp g3.S`t, / � Ya4rY oaf as SI= 9yob, rz= gz.em' 63, 13.05, q1v r4= 9/3�" es= CtK S&P• 9S.TY' I-. / h- I MP�CST