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Home My WebLink About022-1056-50-050F• PRIVATE SEWAGE SYSTEM a $C CIOIX samr.d n,uei.e oi.am INSPECTION REPORT , N.I N. 617725 GENERAL INFORMATION (ATTACH TO PERMIT( 11 ai.m°x°. lM)I aMegan°PuReesta s ae m'Wage TOWN OF KINNICKINNIC 022-1056-50-050 n1e.�� E ....pe �..vm,,, wa oum2028.16308R to &IM TANK INFORMATION I ELEVATION DATA MArvUFACTURET CAaapry STAnou ELW. Bell LP li nnA • 3.8 9lI. vx.7.II, p ! Sz Alt AMFILr. • 3.7 7=.o u ems. S,+er 1A.`I 72/. In IInIel • TANK SETBACK INFORMATION svHl ouuet F 11 i4 q2A 3 D SAJ41 eI New, b I N1� 71 — mnm Cwln9 tler/Man. Q.M 9Z0. 1 Aera4°n Di¢I. Rpe / GJC m 01 Syalem A�L WI PUMPISIPHON INFORMATIONy2. Tl //II O' anemcwrer seduerGPM F,I ,,,,` 1 '+ba.o 877 7177 PIT Uf�� TTl At _T 9.4 sl n meLIF11 u, lII. w.II //rLD 91-7 2f SOIL ABSORPTION SYSTEM F/ re 3Z. 97 useN3 ..p6d p1eT.w °LE'se.ry OfIft_jlnGd.D1_ �e..�` s.va.o rEnl.m. awl,.c�ienAt L P./g L_ e24 aI�LATRFAM VO LEACHING CHARAl °.I. ml.ule,. Fi MAIIrv. der DISTRIBUTION SYSTEM ,Se = u..m c..er q,� An.h Eee°. PAI COMMENTS: Imawe ome Evmpann.epen°na present At, Delete' �.�I'LI - g'I✓� v>amoees"11�pin- P9P0rEaualpn R.ln Itlnnel�fu,.at,.Is x 1IZ I1.15� EeomIalAlre.aan A., C�Ac:I..e m-- �oc�B-s o^ q-p 2AN-zo 9 i kk�- 1 �- FACIE OF 4, In -Ground Gravity Plan Index & Cover Sheet VersonGaomn 2.0.S o-10 rooav(gJnaMI.R. IW 1z) Pg t of 4 IrMex & Cover Sheet Pg 2 of 4 Plot Plan Pg 3 of 4 Dispersal Area Cross-Secgon & Plan View Pg 4 of 4 Management Plan Attachments: Enclosures: F �va> POWTSApplicagon for Review rnut spc Sail Evaluation Report & Site Map FZ Fi SpE? s - (c TIWK /w tW cE k WrRRA y Wt b Project Name I Descripgo t Ownerwmelsl: AA" ruRFFFJ Phase Owner Abbmss: 2t4 STH.LS K w EwLL , W1. as; SYtl Project Atlbmw: Z64 45U= EVAD tl Govt Lot__" 1mof_L114, sacaon m,Ti,'w 1YE❑or Wy�yyl Tovnwhip: K1A;A'.fK(AWC County: F Pmjec+PamellUe: Dzz- 1056-_-0- 0�` oesignor Items: /v(fzy -s �iuPparcr Plash: 7t5 - 76- DesignerA kkess: 2v49T K.J Al Huts C1 OANRl w 4: Eman; hDll'siwdes an � m.41pK. eam Lkerwf lWmGx: 839-00� Remarks: Signature:ly C� a pioroWv / Zot`I afTMf e?nixC°u?ni�� C'cj Q / !i� f !r -- �LOT2 AV - elm se. Fr. 559 ACRES IXC. RN P43,� SO. FT. A t 100- - 922 0' NCHbAARK /'. �= 60 POF REBAR &t( ✓, \\ll P arl'a&, J f�IC�Fz w PAGE OF 4. In -Ground Gravity Plan Index & Cover Sheet cmngeaenf Merwmnasp: Reremnosx Vwsim2.0. Sn0.10i (N-plMl. R. tw12) Pg f of 4 Index & Cover Sheet Pg 2 of 4 Plot Plan Pg 3 of 4 Dispersal Area Cross-Sedon & Plan Vasa Pg 4 of 4 Management Plan Attachments fi Tw,s PCWTS Application for Remew TA g spas Soil Evaluation Report & Site Map �c nw Ah Project Name I Description owner aeme(s): A 4ErbA PIARFEF]¢S'i Phone owner Addmes: Zj STN L , R WF I Wl ZIP: SYDi Pm1em Addrew: >0 LIM= KTlUAD Gov Lot:= lHot_ 1�E 1/4, SBctim ,T ��NR / E❑wWy,fl Township: KWAIMAWC- County: x Fmjectpa=elm4: DaL- OHO DesignerI fon ation Designertiema:Anwev,l-finPPezr Deagnm Addmaa: 2Y49Y K"A LF DM R E-mail; h0111s)erdesmn td Dul-ImK. d@±1.__ Llnenae N nnbx. Iris- W Remadm: FLArKRN /i;g 2°t'} N . m 1.} N /j/�-Z64 ulirY RS� !LOT 2 1 RESE . R _5.59 ACRES EXC. R^1 9220 o / i X gtNCHPtiARK p SR27F AR-G EL.;92].68 MnAG1T3 F f' IN -GROUND GRAVITY DISPERSAL AREA �°°`W'"•°"°m'� Stepped Elevation Trenches with EZ1203HP Bundles 3-ft Trench (down -sizing credit) I�n Em�.rrwwexs St'� am TYPICALTRENCH Pr gmmlmum aft a Imes �� — .. �' ' • CROSS SECTION VIEW separedon Between vamaa. (No Scale) Highest Te Lmveat Tl lI(wgFlkable) OBSERVATION PIPE OETML System Elevallmu= C?20.00Xqg.OD ry; Ql�;'.q) am��iw"I nw�re�M TYPICAL TRENCH Ismwlmm°nmmlwl analgwmnnddnm PW dsvl "°"°"""'"0pn°' �' l.�an PLAN VIEW 4'0 (NO Scale) Pe*mWd UtamI (Iygcell Or Kai fBMml °� iM ) e=fin '—Iz IM1dml Gad -d'7 �' 7/Y"ff. MINIMLM-G1W�IJ m INSTALL PER TRENCH' psis AN =EZ40N9H�9oMle O g5 W le IM Wndl @wre EISMN . X' I9.W d¢ IBuuirs Imre glmnmrewre., i�c) T +5RWMI®026REMWudt=�k tBJlbFd.-/w p(.bm:pmsummnulvn.eve t.pu°Pam. A mod- 3: LO eR L5) 75 %x '' W =PMPoaad EEAPwB - X' RacPIM 1ditmMm Pxe= ft' Dblllbulbn Method: x _3 benches = Proposed Total EISA = 4110 ft' DfmO W LYN IN -GROUND GRAVITY DISPERSAL AREA a enoM wftfto . Stepped Elevation Trenches with EZ1203HP Bundles 3-ft Trench (down -sizing credit) L eel _0 DWI �a Ere.. pOerive �L .. TYPICAL TRENCH PmtlEe minimum Oft IOm1 — •.a;',; CROSS SECTION VIEW sePmidonbenvemieenchee INn Scale) HifIMM Trench Lowell Trench (ae aimproble) Symem Elevellmw= 20, R /'� prJ OeaERVATIe PIPE EMIL �r�.^" TYPICAL TRENCH tan" wum dinm[IeNMI .<�w...w.e.e. PLewnrolontn qnl �,��•a.IN, '•��•• PLAN VIEW y.e a.,.e., w+w»m" nm®»we (No Scale) Pedambed Lereal .I.mem.o Pp.w (lYPltal) IM1gaA Ibpvl ew.o X=0.1412= �MiNlmwn '. �pwzsb M INSTALL PER TRENCH: S,67 4' SPlsyq =E2tT� Sonde O �10-Xbundlee*5)f EIWmi WO fl' P/.l` m /E'L Ts (mmay�MYYaSp"rrm Ncl TI \ +� 5Xbunde @0f:EI Mmt=�1, 1&x bEl'-$fj((.lul"lpewvnmmenu�eeywelmewem, 3, 60 W (3) G 3 ya�qq �Pmp°aM EISA Par UanM=y�fl Remlredlnlltlretlm Area=-1.1'�X� D �_ �triautlon Memotl: YYY x 3 bendle5 = Proposed Tad] EISA = qCo M DL31walm4J BaK In -ground Gravity Management Plan IMPORTANT: PAGE 4 OF 4 The oaneraf this ingmune gral system shall be responsige for its peme0aal operation and marmananre social to repulnmmis of SPS 382-386, Wisc. Adman.Code. Pursuant to SPS W3,52(2).Wpc PAmin. Code, this system shall be considered a human healM KNOW it not remained in accordance want this approval management pan. Fuft m0M., NI Inspection and maunerence mono s shall be formal by a replstered POINTS Malntalner in asnranm with SPS 383 52 (3). Wuc. Adman, Code. Maximum DMoereal Mae Depending Dmib: Design Plow= 6110 gpd: BODSE220mal TSSslWml FOG 530 mi Inspection CheckFat INSPECT EVERY 3 YEARS type Of unit age of system • factors g.e. dews, user command, etc) • mechw anical manunNan("'. pumps, vrmicir wntchow floats, lam.) • malwial league (I.e., leaks, tweaks corrosion arc) • miles vdune in anaerobic movement hall and any dlstrommn appum amels)(I e., dismdtion lamp des) • nmlect on nymper use (i,e, exceeding design capacinea prohibited wonfles, etc.) must of ponen ig in li dMl call prior to dosing o a dosing lne ufflanies-if apglcable(I.e.. pump reaycung float snitch sanmgs,etc.) eMMkal components if applicable (Ia niconnemons switches, controls, tlmenn alarms, etc.) eisGmmonlmerelorlatemlmfimpu ing lateralsnippremum—compamWdesgnsp ficatan) n surface discharge of effluent or savage back into trading served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) c Seonc and Muss tinkrs shall be sal by a owned septage servicing operator licensed under s. 281"Wis Statswhen the volume of solids in the tanks) excedMr anrthlM (113) Me liquid volume of the tmk(s) a as renomm by local mdtanra, psposel of contents shall be Wmu ant to NR ii3, Will AJnin Good o EXIumt 11Mds)9ull belnspeod every 3 years and shall be dial when newsery to ranaue any momulated solids accmdin0 to manufacturers spetlgptions. Asermirm penalvnll a'xays W greater than 12 nths. System maintenance repo is shall he sudnitfel to the pamper local government unit In accomil with SPS 383.55 Whisi Armin Code, Nepon arty component failure or manfunglon to: Name or lnGmaual or canpany.. MI KE RODEWALD. Phone. 715425-6200 Locol gmemment uni[ ST. CROIX COUNTY COMMUNITY DEVELOPMENT P.. 715-3864680 Local gwernment unit address: COURTHOUSE, HUDSON, WI zip, 54016 Any defective pan of this system sndll be random, replaced, or removed mutual to SPS 333.51(1), Will Admin, Gee. Repair or regasnem 0failed a maHuncntontng comparral shall comply w th SPS 3&3, Wisc. Admin. Coda No product for chemical or physical msio etioo of the POWT3 may ha used unless approved by Me dopanment M acmNaoaa wind SPS 384, Wsc. Armin. Code. Continaencn Plan In No avant that any failed tmarment mmisonent W this POINTS Cannot W mount it shall be replaced qusuam to a pan Submitted to the appropriate agency tor review and apmovad. nrelled ingmuna alapasalwmponeni may Ce abandoned and replaced by a codeaompMng disposal comconent in a predmemaned area of suitable mils, SVBMm Abandonment If cam cafe it POINTS is Malocn5nuee, It shall be abandoned in accordance with SIPS 383.33 Wal Admen. Core. PLAUIPL-5`25IPL-625 FEATURES & BENEFITS Features 8 Benefits: 11;610 "_—J .® I� � fi IP -. INSTALLATION INSI se0a' C' 046, .m,.,,.,. n PL-11PPL525paFul FEATURES & BENEFITS Features & Benefits: ..mad el saoD2 cpc 0-L-122=122 L.F r Fao: of'. n5 edla6pn PL-025= 525 1 near Feel of V 18" FJtrailon at ?LE25=E28Jnear Feefa`132'Fltrabor PL825 r't .5215 PLfi25 ! r Atcee64-and BSCHo. Ja pine PL-52PJPL rE FII "operate, � BUlt In Oas Defector . eHcen "� o .. wra' x � .t rondLo rs bef paq ,1It 15 recommended0etthe '*gWomet' Shut OT Bat when HIll 3 Fen -' older oo Geaned every dine the tank Is pumped oral orIt ro little lneol-' Inter contains at Aar Acresalbity arf.. r FNnrv.lenc-f byor, .e... wnen'he Etter needs servlclnp Serv-Fg ahovlE be •AIrepL HOG Exterrnoe Handle cone by n ceNlec rat talk pumper Of lnr=aler RECOMMENDED PRODUCTS Pvc Flee e R a ty 5 s F'. C . L ace,.10. ,rp kf1 etpte k p ..,ILe al op 1 f. �Tarrren..t. i..a. at'nut,not reuno qI' e'lL n - elk �t t1 lull [IItleF6 y@2Se, b Si2 AI WWW -or- It'll, I rIn'or. H Ala attar) 1, e ,6593of to 103214p,,a u r „ OXI£; S SIQF N W WLP1250—MR TANK SPECIFICA110NS uENSDXEe eoyr TTou: xPTlc a crnu s- NANHDI x' Lo. PRECAST cell lF RISEN HBwn 5z I/E" 0O JENGM IZO VA' Do. WD wOm: BA' on BELOM INIEA CAST P DEAL LEVEL N' MG4 Mflg11: 8.810 IHS, IHIET AND WT£i OR EQUAL GASKET. CAST -A -SEA- BOOT OR EQUAL IN c AND OJ= auP1F AND HLT SCOXSCH. SEE OCTAL 00 (OTTER STATES SEE CIARn HWID CMAPTY'. SLSI CAL/ HOLDING TANK WILT HOME RLDCCO ACTUAL CAPACITY: I..l2J GA ONS LOADING OESIDN: S' T UNSATIRARD mLL TANK CAN BE USED AS: 9pTc/ HpDIX(G/ PUMP OP SIPHON TANK: MIXXDEEM PO (SIRHCNPK DEER) CUS P1OOR CUSTOM TA NKS CONTACT MESEP CONLAEIE FOR APPROVAL APPOWAD IN: EZflouf by INFILTRATOR • AMA clean and free of fines • Bundes are quick to installsaving costs on heavy machinery and labor • Modular construction allows configurations to match trench dimensions for most system shapes and sties • Engineered for coal storage and absorpson eff lencies • Abillly to contour dung afoped sides and aroma] veer or landscaping • Lightweight system is perfect for repa'as and tight jab SRe$ • Easily hand -carted into location reducing time and labor • 5' or 10lengths with simple snap, internal couples • Easter cleanup at thejob sire said the elimination of stone • Mansidd and from re s Aed materials after than a minal natural resource • A wide variety of diameters and conrtguraticmi to meet now installation professionals needs • Approved In manylummil with an increased cfforicnchr rating, reducing damfield size • Backed as the leader in the waiter wastewater Industry EZ; � 1x For technical aaistence, InAalleran insWcums an cuygner Sahara, call Irritator Splana at BOp.M.7759. by INFILTRATOR • Always clean and tree of fines • Bundles are quick to install, saving costr on heavy, machinery and labor • Modular co ambdion allows configunimons to match trench dimensions for moat aystan shapes and sizes • Engineered for optimal storage and absorption effcimcies • Abinty to mnNur along sped sites and Round trees or landscaping • LigMpejght system is parted for repairs and light/ob sttas • Easily handearnedinto position reducing lime and labor • 5' or 10' Imgths with simple snap, internal couplers • Easier cleanup at me job site with the ellminatlm of stone • Mi mdadured from reryded materials rather than a mined natural resource • A wide vent, of diameters and mnfigurp ons to meet any Installation professional's needs • Approved in many junsdlctiow win an increased efficiency, mang, redudng drainfield are • Backed by the leader In the onedit pentameter Industry 4AMilli INFILTRATOR For fechr i[a eswslence, InslallaNOn inapu[t Ores M Wstomer serviee, "It 1MIIbrtp $ygtem5 at a00,NS,77W, EZfZow by INFILTRATOR AreiyGB m 9\9'. 9%IC'. 19•. 13a 14'aecerer In M4 0 noVr is Pipe sYsams Nw1[unal b)O1P-CEO 12 IP-GEO e 0]L6H-GEO I WH-GEO 1X( H-GEO 1R -GEO �IP-GEO IpILPP-CEO O�HGE6 Ip H- iWIP-CEO 1401P-6EO GEO �HP-GEO I30GH-GEO 1W IPP 1W2H-GEO 12O2H-GEO 1ROBH GEO I404H-GEO GEO 0 VeNcaI Sfsfemy IWNGEO 10 -GEO MW-GEO Trio pler Sn s IOJGV-GEO 1' N-GEC t'A5y_GEO I� GEO 1p T-GEO 1W6V-CEO IxIBV-GEO Wd -GEO 1 p -GEC GEO e.n ra eum',es. a. nmim� em9e`r`n'�.rrnec.v.aeommrw.-wu...a.ee wnr. .v® r¢+ ?. 5...r. +e brw�ur..eui�eM1wmwe oraru.as. - mae"'°r'..-^'ne,.e^rs a�mmxre�+n .,.....>.,.,,,., INFILTRATOR'. TI _ Ctl 9eyYmk, Rg4]5 wwwnfllbabrsYebma cam Far fecM1nkN envyapyylyplafl rahrx:tlo 5or eusNme ice Vicell lnfllbetp iystan9 M8W 889 T59. ,� W DW.�.e1G,mM�ePmNw�wl�mm SOIL EVALUATION REPORT Pn.! m? m pmm�mmma�axr,+u. v�.. ..w pw�prwmpneni.aunvm,Ix1un In sIn Fnn m ebnmmamrem w.,se v/UH atl Mfamaaw. b SIT CROIX NIID02E-1056-50.050 D �0 15 I(1 CmlwMwnM MEGAN PORFEGST PmlerbLo-vnn ❑ to '-' SE 14 NE im S T 28 N R 18 E( W PrtpslyW IMNpM1w 261 STH. 65 � 2 Cb'Ja SOLI. NnewC9AW IA-<680 Ay 91p Coo NI ll E FALLS, WI 5W23 1 ❑V swlPUS IIDERTYROAO Q Nm' x n 1pQ' Rm ° Nmc1M&�PoxM AID GPo c..mmnw eanav IIIII mI G>mP191 Nnrmmm Cno tlm E fi,uudlmnabn-091wTmg; ^e'n"•. mbmml ;l.ro Ime mm�.e..l®a, n me © Pon9. 0 DaFB ❑. pn GmuMwrlanebv. 923,76 R lkwEm In dpnUtoy�i- N,nI eluemupon .4 Con. Cuter cr.o sn. CmWpnw awmvy Rwb 1 0.26CeN1 fill 2 2438A 1Lmebk mvfi IK-f OA Ol 3 38A8- E lfibk erv0 lV-f OA 04 0 J8-00- 0, ml 0] 16 5 20.56Og JI 0] 16 6,nKP OFn Grou SI,, w.—R Llrm NmRy lsdv n. �I nPn pgyf m"IGicu. PMV DnolPnri Sx. RM.Com SWWn or xSnh. CA0.A £flFl 'Eb2 In e-� 3Anel3s=w_lwnµ .lJ^VLMTSS<A^4L CST Wire Fi"', AtinO CST N"a'p MARYIUHGPPERTHa116mi5Sml TUfi @PS 224832 2M)7Gng A,hwe;Coun.Henbury,W1 5000 10-03,2019 7I34361P5 n DqmI M sandy AM%afaubnal sAMVA C,,MNln Ny SOIL EVALUATION REPORT Paaa i All 2 ..a®Aads.,,I I -. .,a.. And.o. ...2 Awn mmgn am m. Plan mast MI Ad AM III M wrvnilemj, mrems parumrpw,auioaal rcanamWhh 11Ii old I and aimncoonrrsb® Plasse Pelf lar mro.,nallan. Panama Am Add. Any Ad. aearmawy 15At(1) CauM si. CROIX_. 022-1056-W-050 D 15 /1 PmpM�V�an M]oj HPURFEEST IF 1/4 NE 1N 5 T 28 R R 18 111 rapeMu[+vhwtinpsmva 2615TH. 65 Im2 C9.W -4680 or 18ab� xureGPm1 Cb me RN6&PAus WI sw2x 1 1 Iry OVI4p. LIBERTYkono p R..cn,�mMnn u<p Rd na.neaamnd 4 c[daal.egastynro.al. 00 Gm pf.,d[mmr ❑ Pla A,,M,,Mtl sandy � nlluviwi� fkW Plnna®maw dappwEb aI eM�mmMWme'. cmwnlaoal ln-S^and immix, -o7lwtlw6md Additional phrc ,AAd 10 movdexlmdartlmi ma. © fame+ D fame ❑. at GmundwRxetleu. 923.76 ft GryN to Iln[br In. SG u mflW In fleWM Cat Van Cat Cater SWtlure cr. Cere¢lerm BouMary Ron GIW.Se 4a6r 1 0.24 YpL IOI N G9an fill 2 29-315 A, If ebk a^'6 11 1vFf 0.4 69 3 3848 I9VRi/J t Ifibk mab 11 Wf 0.4 07 4 46]0 IOVR4/6 - p ml 0] 16 5 70-96 ?SYBN6 — No di 0.7 16 (mne g} ❑Banta OPNme GwMsuRfselw. h Oe{III b;m Ang hal At Wk licnzan WpNCont ... t COV 0.xryE[nInnown, Sodas Gr. Sa. GR Cmmuna Be Ci9IR RBF1 'EM —i am IPM+e FtiM 77/LAAf MARYIOHUPPCim Holliadeh Soil testis anew d 21282 planes Gam TaFgiorefw0[> 2899]King MhutsCrvn, Danbury, Wl 54930 s10-03,2019 1114"1 gargytAl Zof2, 00 Rwv' Kmr+lnrvlc . N j TiBd, KiaW l.._ _,�°, N 1�....vUP•EMJ}' ROAD co i 1 0• a; 19y vas _ iLOT 2 `)-F.O;��_j-;.2n"t,4107 SC. FT. 5.59 ACRES EXC. RJV /A `OvI�\._ —/ / �% 24$3302 SO. FT. 922.0' � NRK;'� OF RERE6 n El..OF = 927�64'd' o;� 4 \\ rllirk'ry tiy(J )y lil<pz aC ---------------- _ - L lSy� LRECEIVED ovzs u�mm.mcm.m me gig LUATION RE. ORf ixsmnmu M1.nae ure, S�Iq'µ G4ANFIn p — wMremmmpan `6 IBO:A grt,mcm,,,Weaaeimewm,. vnamw, eeavummeJlaemb urea Lam mmm"mrol_ ` wwwmn m ..rrm• aeMWdlm aRgMOmnmm.m Cf>4 q Qq O x e El W a m01,YX om,fa MiPrgAGress/� ICS 4n1 Ne M �{rvml oe OvHIS, DI .e,. .aa,.aan Elio s�ca, i i,✓ s �y � It SG GVtG m.a QGS Lott SGOIj� m,Y s. z a.Y sDS;SSGVc,G m.a, w ul m— �, rue Qn / L smman ap .wmu+ 'em.axrz aoo 1ss 'E�u,W w; aco,.w<Mn IwWTSs OW _1w 91N PIYmOi J, Inm SaaYn BUtl _ nees, 1000192ntl AVG, New Plchmond W154017 n uvm —emu _ m2/215-248 /�m1/_VVaon am1516 m0-3 r '}JO/ 3.4a3 tYw3 ,(A ST. CROI%COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND ✓� OWNERSHIP CERTIFICATION FORM OwuerBuyer ///Q4r� �Or fQC RSi Mailing Address ' 6 � Property Address '2 q L,6e✓i 12D LKr Ocuicadov required farmSl®a— Samoan se epattmevl purposemosnuullan) City/State RulexerLGb 6-{G Parcel ldeenification Number 012—/01-$7)-fO LEGAL DESCRIPTION ,r ,/ Property Location � ''/a, ' r A, Sec, 2D T 28 N R_/�d_W, Town of kennafay,,uc Subdivision Plat . Let #— CarDned Survey Map 67-480 Lal-L Vobane ,Page# Warranty Deed# in-t. o R 9 @clone 2007)Volume , Page # Sett Mau DYamo can lines idmlifmble0yea]no SYSTEM MAINTENANCE AND OWNER CERTIFICATION metalware, and maintenance ofyom septic system could result in in m mature failure to franc waa¢s. Pmpv s rumoring outthe septic tank werythmc,, r. Twede4 bvallanrtd pampa Whmympamdo matmm�ana n affect stage in thne the system can alhct the head, iSoftbe¢pdn Iaad iianealmem emge Cabe waste Qsposary Ond..Oxmermaivlanan[e rcsponslbllidu ere speNioJ in ¢SP6.381.5L(I) and n Gnptet IL 4r (`mu Cwmy Sanitary ONiunmc. The propetry 1111,aga„ ,bar I, St Ctma County Planning&Zoning descent I madfi,ato, form signed by the made, and by a maser human, ampeyman plumbn, restricted plumber o,a li¢nsal pumicar atifymg that me on -site assonant, disposal system is inpm pleamde6w^union and m (2) after lnepeftlen and pima g(Ifnecessalcy the septic wk is less than 1/3 fill ofdm P, Duce year conratioD da¢. the So Croix I we amadd the owners) of Ne 1010 PIUNKI UREOPSISIGPLICANIV DATE ew.My tnfmmarm met is ma earesemed mry result in the sanimypermu being revoked by the Plamaq & Zoning Dependence ^ Lulnde with teals applian oo a mwNN wammy dead Rom the Register ofdata, Office and a copy of the cMllled survey map if captured smade in the yet dead_ (REV.aGIz) RECEIVED .Sk�sP/.v,-cd %sY""'�,. —w aa�a tro.ennnd N;V 263EVe UATION REPORT 5/d am Myan uengs m4kA+?a4YOFGA1 Mn Bs, Pom Goa, urxnmmgele Zbb11JJ�INN J aedM woul aue¢s ima mtlWe.W IndW 1allin I an*adndl nbnrcend anal a to naloe Paimnrdope¢umoramemmna, mimammv.amlPcwnnanednanwbreanarmae. QiZ —0� Please plot all in/omrabon. G3m'y a I p Fesameeil Nuneerdeesmm¢ e, nnwnm 00 ❑Red nl ¢e❑Peen, a. wool- dce. l— a � �r -- n a�naP�"a. 1 _ lei, —emus. a' % f7�q' s 1X0e�"� Sy�e%vcc2wry /9' s� / s y m�GaBMM G2wleudwaley/ Rpnblmaiq le�ln' yll IyAm Pale NNm di In. Dmmam CNr �.3z R#v Rmptim Gu. Sx COT. Cdw Si Gr. Sx. SR Carsiddi Baulgay Rm¢ GPWF 'EMI dPm - l S di�/ i L saxi0 �` at GwNaullay elev/LM1 pegpmYmMq lwO' _ SW polinsixon PA MJr 11 Cadn" Ldx Rein Cawp4.n Ou. U. GorAGdw Snudun Gr, Sx. Sh. Cav d n,e B rdary Rwb GPGM 'EMa 'ERIR ar/M F 3 'ill,i M•Brain Iam ^9va9 des awa,ed - 39 maM1aMi59v3CrR2 CSI NYM IPHse P") Brd Plumbing, Inc- Shaun elm SI G5I NwLo 226900 Ali eu nvaluaedn wndi w onervumn 1008192nd Ave. New Eli WI 54017 d3 715n2464516 Papa a •El,,2#1-EDD.>305Ye0 myL+tliA>80<15'Jm3h 'EAYwn Y[.EOD <BpngM1 ygi55<prigt neDepamentof Cammemeisan e9ua1 opPownihurvi[e pmviEee mtlemploYec I(YauneedeaaisY Wacavurviceiae neM ma¢nal io an alfemett fa met, please cola W d,pa ncnl at 609 266-3151 m T 08-264.8771, M►m r.aDE WYM Mr� MWAN rns �.0rsIVE R WA r� 1vpVonu,1,,,,wl..pm.kr,n6,mployal m me0 namnl Inan Ymma�e foemel pl..m wm , M.&p.mm m 60926fi 3151 w TR W8�84M.m Soil Test Plot R tl / ProlaolNeme James Purlee& 1 �BiW AEOteee 746 1M1 St. Amaq Amery Wi 54001 - (CSTM #226900 Lot 2 Suholvlelon -- Date 11/26103 SE 114 NE 1145 20 T 28 NIR18 W Township Kill C w Baring Q Well PL Noperty Lice County ST. CROIIXX BM or VRP Assume Eteve0on 100 h. op of `NooO Comer Posf� System Elwetion 85.557.090.5 •lIRPSsmwesxemhmaM AIL BM TWofsu;l Pons Post($99.D' Mgh z21' Scale is I" = 40' Liney unless otherwise noted 69' No pbine4vetions FL MSL of ¢nt eUlivheAUNe wre of sting.11w L 31 Nmit's ovtof uw BOotl P 8 P nwhat _ . mn F xaux 20% slope m Soil Test Plot Proieet Name dames Pudgiest Bird Acidness 746 130th St. Amery Wi 54001 CSTM #226900 Lot 2 Subdivislon ------ Date 11/26/03 SE 1/4 NE 1/4S 20 T 28 N/R18 W Township Knnidannic Boring ()Well PL Property Line Count ST. CROIX BM orv" Assume Elevation 100 tl. op of Wood Corner Pos System Elevation 95.5/97.0/99.5 'RRPSameas Benchmark Alt. BM Top of steel Fence Post @ 99.0' Nighwa 66 221' Property Scale is F = 40' Lim unless otherwise noted 69' No Booaplamelevatons 92 MSL were established at the time of testing, Joe sou test dm M.+dGN Sda= that is out 0f Ne Flaed o p amT�tem can be ey nos ta! b pro 4 101\\ a-i n_a 20' Bedroom se Alt 100, 20% Slope