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HomeMy WebLinkAbout026-1167-06-000PRIVATE SEWAGE SYSTEM M1 St. CFOI% alai ee ai Didion Y ae .� � � e INSPECTION REPORT ND5134 GENERAL INFORMATION (ATTACH TO PERMIT) sewpul avel PeoN Lw. a na IIWel 2765994 � wll N So Hanes Ti RICHMOND 026-1167-1 eNEw NgaREw .� s..m me..R.N.wmxo- 27.30.18 1308 TANK INFORMATNIN ELEVATION DATA OIOE MANUFACTURER wvcliwl AlIiV 42-Z> Oil STATION &5 Hl I FS ELEV septa sU Ooo 5... uneR oneln9 IT Be I G M L -1l 1< ling Sewe, r 5 ti kck ill 0 a Y sSonuH,Imn' ,5 %f,75 II TANK SETBACK INFORMATION LCl .Fµp.,ES sur,anen TANNTO V.L I NELL I i ,mx ROAD Ix aeoec j , 77,, 75' SAiSm ,K 11.a 90, es Aeourriden 1zcL kL' (3' otil P� 9, d5 HNaaN ew. Sw.n PMMPISIPHON INFORMATION PCr Plo ya4n 37 "•I o,w Mennkclwn, -2y�11ar Omon a+50 "� iF 2.5 99. 75 morel Orne, gN l5 Cw+,bor 3.45 3 ON L 9.0' Frcen. i9 intro 5 TP�I.31' 320-IA,,rN e 1. `r5.13 FT"amNn Le s , aeZ. s well (dy P,TT .77 W 99 SOIL ABSORPTION SYSTEM DISTRIBM 2'� A 159 %i.e 3.25� nou�,.32 ""2."� 00P 7i L.N oN3.zi n aNK SOIL COVER I sure spi anry In Mound Or Alall Only PL.N4r- mmv AI5.6" ®aal..," Cye.72P 111 , uw hy.. oNo COMMENTS. IInnWama. eao<ywae.. peron.pre.en, eat I"penldinnl-Nvxs (reduced, ss a,a Loci 13W 129TH aT I An am oesvLpuo,=Fl�t� Co Nv_r 'k 12f 22111 ivrre!'"i�o,�� SI�w.,.. 8�rt) add Ci«ll 2lelag...«an9m-72-` —TO^ yenr9 iy`si+lltd .c5} i R13/zo x" ZO I °ol�3E�s ,a: w° a��an.Il,ann;;IifNn _S_ 3 illSandell �— h'�,,I Be.,H. ...,�. W.man .. PRIVATE SEWAGE SYSTEM S1 Orol% s .M e.ai"e u..o+ INSPECTION REPORT °°R 4 � GENERAL INFORMATION (ATTACH TO PERMIT) mm io No �� a.IPea Man 27659M T.m.hap eTOWN Pal T..N Felicity Homes OF RICHMOND 026-1167-06-000 em Ewe wEI.. .pod, ..M,1Q .rN 2730181308 TANK INFORMATION ELEVATION DATA McnUFrk ERe,,l cw IT( STATION az HI Is ELe. s°" c ufl f"' CYY B°l 4.s la. 75 �✓MA NI Ba NQ $al S.2 97 05 I'm 75 TANK SETBACK INFORMATION Svrll Gael EKNe Nall Il q 9o. es M" ada "m Eer pal SC T PUMPSIPXOX IXFORMATNIN w u GPM 2,15 9f.S t you em wee e Teraan P Awe SYSTEM AMW owl a ., .w aal alwr. _a pe aart..0 =p �.... i� F. COMMENTS. Ilrlpyl¢aMeeleaepnIXe, penone pl r ekI Irape b.tlbn r 9)12$THST „N F V IB,1 „CNN. T L n mve2 SEE 2lslagnw.rXVrr- opmeev+.r i i1 � !1PPlan C�YM�P Il R mai S0�"., — N Use algal 40e h eeelfplyl lnbrmcep• eiY sarvc mlexTl Isrepdoe.ft n C°el N. SflN-aae—�c) „u Irei I 1 OL 2� �l11Q IN Q! (o2'j t4g�a Sa. .: Qca6 ai{a{J` wr.�..x..r add r..r.a li-ob 248-G. v.exl.ea.-r.o....xas.aimasaer. o.wrown_Wrr .� r.r.r..rs.-a rrael.r v.�aspassed. maselessr—�...s /- lzq�'ST' L rrras-n...a.uerr. r xwn§ a..a ��Kn T jD Llg—� M.aw 4CaY -ci>�-,5q a'ypra.al.9lm arah) u< Iv I!<raW1-xeur aM:Ymxm � ❑car Dessifflor 0. TMIms�C I014 <�T� f11ri_aawY_as, xasa.as 0....�.aw ease, *.kies e.e.ea.® at L0513'f a8-Z&-l� rv. Y�oaTx rw oa..<�raa... ❑x�aam. o.Mma >a.r orw.li oa..wa.r,m,_. owa.l.m o.e<r.w.�. -pai 2.D 0.6 3 eso oeo 4}.bo VLT_L,i �. m e..ftnas mass < 1 YY�� T-{Llyl.p--lii h 4 r.-�._ �9 A �a a.. W4072 770 AVLAIUC7,Rue Frus J1oz2 less. IV 0 ' nas..� o aRw VSTEM OWNER Septic peak effluent niter and ai«umm.mustserviced? m."mab as memplanpaaW by CJ�mDBr ar 7 iT eaoi woi<eea<femieae«: 4) P�"-e#all t[la. m+ ••FEL Te... Wo+p'�a m 0 Sil ef., s,L ' ii { i l�q••• rows tl�ppuF-.� ..,h;:, s.6. • ' do 1 5�,1t1 e"^dti#'� .,... SIXeJpo-w-4 Leii�, �QrvY,� r e81 ym ce�,,:.�<eet �.<`". 'H+A Per.,.ah re r zrv. - rvVr Plot Plan PAW 100f s PROPEMOWNER: TMAAGIE'Flu wE i i c 10= 9 M 1 y4wlrere�wa) �w�oesalvewn: !ot G Cu-- _Y �^ " i�'Lr ❑ _b.axoe vrt 37 130n1 IHN T F Ak Cu U� i. sod ne Wlsno I�qp luah , /I Na OQ� 4. Am v f PaeP Site location: a � 11 F _ 6 P�troh / hs�t� PE i5p'Zya R9[nM euNC Fi ��, fi �F. ��I p', 21 2020 �. I or so i June 20, 2020 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES2022-06-20 Plan R¢Wew: PWIS-06200126g-C Mary Ruppert 28497 King Armors Danbury, Wl SITE: Pinnacle Finance 1390129^ Street New Richmond, Al 54017 Loth 51 Coal County Paral 0261162-06OW NE% NE%-52]-T30N-R18W my IT as o�...ilaaoR� OescryIDon Greed Mound Component Manual (Ethical, 4 bedroom Mound -600 GPO- 2017), IN 4/121 Replacement -24" to limiting factor- Pressure olztrlbutlon Component Manual-Ver 'Effluent Filters- Maintenance required 2 0, SIR) 10706-P IN 01/01,R 10/12) The submittal described above has been mlewed for conformance with applicable Wnwnsln Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component m mand(s) rererenaa a move The maser, as defined in chapter 10101(10). Wisconsin Statutes, isresponsible for compliance with all code requirements No person may engage in or work at plumbing in the state unless licensed to do so by the Department per 145 W, stars The following conditions shall be met during construction or mstallatlon and prior to occupancy or use Reminders • The site shall be properly prepared ynorto plowing Any grades longer than 6- shall be cot short and removed To avoid matting, any leaves or loose raganle matter shall he raked up add removed. Cot trees and shrubs flush to the ground and leave stumps. Avoid operating equlpmeut n the Around site. If netenary, use only VackM equipment, dud" dry conceptual with minimal passes, to avoid comparison. e A sanitary perms must be obtained from the county where this project is located In accordance with the requirements of Sec 145 19, VIR.Stats Inspection of private sewage system Installation I5 regwree Arrangements for inspection shall be made wish the designated county ornaaI In accordance with me provisions of Sean. lay 20(2)(a), wis stats. 3 Liters required lln the Seins: our or 3"^ dump Chommer. I oressures I 'aA ishowtv a luent fascia not required In on exls In zi due OR r the nstizi of on eflWPnt Titer Maintenance information must be given to the owner of the tank explaining l hat periodic Cleaning of the file, is required Orifice shreds am reacted. A cow of the approved plans. specifications and this) n r shall beduring construction and main to ins a h did representativesof the D acmentwhich mInclude I �� Owner gesponnbehms • The current owner, and each subsequentowner, shall receive a copy of this letter Owners shall also ecopy of the appropriate abandon and maintenance manuals) and be responsible for ensuring that POWR is operated and maintained in accordance with this chapter and the approved management plan under s SPS Mill In the event this ma absorprean system or any of Its component gains malfunctions to as to create a M1ealtb haurd, the property owner must follow the contingency plan as described in the approved plans The owner is responffik for suffocating maintenance verification report acceptable to the county for maintenance franking gnpous Reports shall W submitted at mervals appropriate for the components) utilized in the POWTS In granting this approval the DHkwn of Industry Serves reserves the right to require changes or sections should constants arise making them necessary for code corpulence As per state slats 10113(l(, nothing in this review shall relieve the designer of the responsibility for designing a safe bmWing, structure, or wmynent Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address on this Immmeae The above left addressee shall provide a way of letter and the POwn management plan tO the owner and any others who are responsible for the installation, discussion or commercial Of the PONTS Sincerely, ,Imhww%Z w* Joshua Rowity POW6 Plan Renewer, Division of Industry Services (715)813-9111 Joshua rowlevPwrsmnsn Roy Geol MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX. AND TITLE PAGE Owner Info corkael Proleal Name v dAtL FWNICE Ll SAFETY AMDAPPRO VEDESSIONAL 11111115 owners Name- (SANE) rSol parer a Address 241 `AC�Mp MINE. nI.nc b �%b POISON Property let Property ASNress. 13N 139TH STREET NEW RICHNOND W17 Lepal Deacnpllm NE NE S 37 T N N R 18 W Township RkMpand Cuundr Subdlsan Name LUNDr3 PRESERVE Lol Number a BW.Nww NA GSIY NA Parcel 15 Number 03e-Ill 00D Plan Transaction No O eS 0 Pill Pawa 3 Pala Page PMNI Page S Pape Papa e 0 Irdaaaid NN Date anal Gwa at mourn Era.:gs LaMN aM Nu park DaVidull mNia System manatererca sµcifim et Man Jamanr and conbn9ency plan Pump curve and spenlrarions WRV.IO HUPPERl ;., PalPa0 1 TenkaoM Nctlme pal o PMBYI Pqe 11 s- - Peye 13 Pepe 10 All to Pal Pqe 15 Irrepa Mn reWn ATXn a pb1 _ Lome Number IRSBDG! PNnM Number nSlTbinS synemre 9y sme L L C. GIMAW All C Oorenl local Pool 1. 3017). M. N31. mwuP PoNal Be Osyr, of Prnaure 0mmGnan Nwookot also A MLBD and P.... we 0.smidMi CwrporeA Mal Mal 2050P1MINPM Mpt, R MINA GDOMat All EONon t 2017 Papa 1 M 15 w nd and um ObOibutim CaFllpellale D ign _ Ekd oat a $0 altiro, wo W'n .wnkl Flw (90) 1 d0FeaMq Fal le B 15=15Cb1 ® Leah Fbn 1YW1 w so, SMI%1 qnC tie Intel1m :..W �Rnn In inwq Faaly t 1 IMMalo Soot ,Rana ,wart c rota l.wan nnmea lnl ol:hibuticn Cell InMnrnr tlm _— m1 wan.n I'll ul LIrem lnl _ i0po L,,nN Rate mm�l`1 nlrm as mW L{;wnI C.II Lia In atonal lRl z mnJ.m wa,kw,nr.me� analian n tazl Prteaun Dwil n nMma4on _R cunt, a Cau Mann M ne tntaffi IM Ronal pint et.nlwog „ra�^aroirwmn F 5as MIn Fcn. s��ln, b.an tmR RnaK mime n..a.n.ml .aaM a" Mynel Pont _ zoo rottaeman Laeoll nrtam.n 1 x.ao F tarem Ml oo.. u. luunan pram exh'+ F -05o Intel. er( Fk..mMI 1Unio Diameter (1n)(1q 035) ® at 113�Ter,m Ml 5l 51 Vmn, pI nEnna,�1 Imorel Oianretea Selanlbn Wmab�r 9.bctlm n eanl Chat oim 25 150 nbmutlon Tralmlineentl%inklilFwarullea, EIlk�allYaYlle�Ya 1oSp,17wkO¢ bus Concrete, PrlnMenuecu�VW NnIGe Oeae Tank lnlormanon IInrell CXklbrm l ooctnan. 6Nm 0oee lnnX Glncly lgal TWI Tank Cpwat/ I901 Total VicloclN W Naxa Lenue%nWuca w, l2vi MlaruM1cl LJaeMnlenW rs�Y1k JL1aMTaRV4ne1 qrR pya]y15 Mound Plan YIaW K yyp W T K I 1 nd Canponent Oimanaiona Ice a.lci,5� p 850fl L 3311n H IPoR K 683fl e PoPofl F 3K 50n 101]fl L )3Mfl D 0W in G Mft 3 am* W 3137A J90W (ea) Diaper, Cell N,ea IOOO CO (M1a) Basal arse Anal 1000 CNt) linear Loading Rae I o 00 (X)1tl0 B one Plpe Placement Mound cnxiIi; GaaYal D ailawa l Mu OLrem4m ViM ll'MW C33sand as GroMT IsVlWllon Cell ,equal fn6 GroMatall'p5iMC33sand p ml room;:, Cger MarnYl 3 7B06nelevanon ' W'. 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SEE DETAIL MO L= J=JI (OTHER STATES YE CHART) uam CAPAOTc SD aAl/W FRTR OR SAFFIE TOP NEW LDkMNO DE90N. S' N UNERTFAM SOL W T TANK CAN H USED AS: SFPTC/ HOIDMD/ PUMR ON wKON J S• co E , MIX K5a MI NO EWER) mN MIX CESICX /10 (STRUCTURAL PMR) WSTMM TANK& FOR CR T M TAWS C TAOT WERA CONCRETE SIDE MEY DRAWINGSSUBMIT FORA FOR APPROVAL AMWAW BY YRWu wT TANKS ARE MANUFACTURED TO MEET OR E%Om A57M C-12V REQNA MEHTS Rm=m RFGN w Plot Plan Page r;Of li PROPERTY OWNER TIMMA f U FrrJ&NG L.tC Ley10.LtUPIbC LO1 /p. zz 1 erJ rtu LuUj�S �I 'H[f csu c a L• LF��4 6'ru[ NL I� W14nu�ip. "D r FFF4T� O•L-Jilt . fi. 'rN OOe o P��rf ,AL i ��nS _ .Y l�l rJwe Yam r r �ugelr�, � Imi Site location: r , u E" Y/, k o eF SOIL EVALUATION REPORT w.< / u 3 P�,auS.v,m W.K� �yMv�F /1�O�n G_// _Lr4 ]&LL PM•• PrInl Nw(ee n.u:sa..vurr•i.nvn � _�.a:e». nnu.fv w.. 6V=�—.fiD /C i.Si ryC-LYK..e2�✓_ waW ".o-.w-+..ate+"+ 46-1 °°'°•'mow •.. �1-%�L. ,v LII � ^�,�,.. 37 pw CPr DwatCMi a u J=r 4w w — I ! I m.:P..w IIIA m� -- 1&OCX fir me W.F!n, n'1 VJ l:m INC lw 'o¢ J �. -m- °mm �„t >,, =am �a oe 000 mmZ MWIMM mm E E1.E .. D�My Ni .P�lw,mt EErmv4�BWaAryt Nlp EDmp1 1M dywee.re NOP�v ¢�4Nmm Wn lrYhuN.mv.ett ur.[wu Erma Soil Test Plot Plan'/ Project Name EnrtormlmlBf Holoil P la L.Inl Address 706 lath St S Hodson Wi 5a016 (' �7 N22fWIX1 Lot 0 Subdivision Lundy's Plesewe Date 24m4 N 1/2 NE 1/49 27 T 30 N/R I8 W Township RkhMoMI Baring 0 W cIl Pl. Pmpery Lin, County ST CROIX RNI or 4'RV Assume Elevation 100 B. Top of Steel Fence Post System Elevation 088•HRPSameas BOnchmadt .alternate Benchmark Tnpnf Sunaems.960 Scale Is I" = 40' Unless otherwise 1 Pope"%line noted x Mea nnlc.Sptl was dmntuzw1n l) H.4'- uirewnnp p enpinemenl foil D Iry nol M Sn' Oa' &-sowd farowan mpent ae.md wumnp Ina Msan.m 50 11' R-1 . t^r Slope 20' 26H' jwnt Line 20)' Propent LIM. r 40 •, k vY InTL�iTFS) — — 6.CROT.CcoD SEP19C TA I AINf6NANCEAC,REEA9,iNT AND OA'NER9DP C}RTIFICATION FOAM Pin Yur�P Faw'N r [[.0 �Ye' Flare �+raoc1� Fkfe< ��m�61 Se/�m I Aoe ar'h'29a Papmy Ad� 134D 129-'A'` STMfr (t'mi i:inym fiamNaem i Hl®aDamW`m C+rOrs LL M PW Pu Jdmefim mN=m 0_76-PL17-04,—CDO LW ar DAUR N r+ma=b� AIE i,�t v.,s 27 T 3xx �6 w, rowsrt P.�c�t�nDrva smmw;mm Nra: 4nu,ys vAe=,,. b " Aan cvemw s...a9 cch�ar, s Qze 'Mroh a IOTMI �raxom>vau�a ,Parry sP.<mo.t3mpb f�tioa�dma�er, SYSTEM MARLI— NU O0."M Ce mane meWmmmrore^rY^m��a�wOd mtll m imP �metiluebAsdlempu papa ma+mmm�H.im m���'4m mt..+�r aar�rsaam.c.dmtrq M.b�damw wW wowrmm �ammuua®a.aacmmoaes nrs.sypmdwawre. a -sr cma�®rswr � �` wmwdw®immmam Wmwcap®nvm.rw.ep�r.�resw(DWmrab mHm sn roearaM p'"ww.eseamemo®nan.mmrmmc®mamwmt (a'aevrA m+ax�Htu __ . b.. m`m°°�°+mrcma�w ��m„ammd�„amm.mmWmbb a.,sdamm�.mW 6H.M1ado.mK W sr sAndear�ws.w.®ms eaMMlobaH9m�gDaapygW.y Ec5'aalWW d..p s.®qp�„p®Hm �malWi�d�maaHb 6m wm�dsa.ae�i+.wh.e�oe ®m„am�m.a w.om.e.vararkammM. u.. mm. W a.,m�p1aW `®�®Y dadrmvoMmeeye�afDadggx. NUPvm/CrJrws <[ BE OFAPPfdCANI(3) {L/ 1 /20�CJ DAM ��MbEmYmyba�mbmmAb W mYYP®!E®6 bti�M W fl�H]auypambWr m aHaaebwR®0eyaoyyrypa mmHbvlSam W MaPa.K4ai DSaxala¢p1M W m4fulmw)pVR (YV.Wr�r St. Croix ANACLE VE wmNry TOWN OF gICHMONO 261+SCHOOL STE n240 EXCELSIOR MN 55331 605134 ul Number 026116706000 M GemI NumOer 27 30181308 Sell Pmnv. 1190129TH Si Qxoo e" lael xa.l ce Servic6'r5i 3WIua s.n.ens.E mwnn wl Cu,nnl 30 EComponentstsecanurecmr.R Lane LneIMe 110 CWKI N rcHt� Swnsa nL HMan 630H P Al Cumml w mlftln 00 beam Cumin 3e Notes Qale T^XI 33o zeM U ezPw M V(HvuARmmN,,N vn ,n nunni Shem ieken gmFl wunOw to 11 eb un .,wmmu, sz 5 eenalma Zoeller SNI52 pulp w me' b.a a wmlewme wMnn III anMwne "Gomm"`acar.rr:Q sorry PRIVATE SEWAGE SYSTEM G ty St. craK and It. y pmeen REPORT INATTACH 605134 GENERAL INFORMATION TO (ATTAOHTOls.)l ) s. 10 NOo cmrr loxa wnxmyw wmnlFr+w�G+.nanos, 2766994 cn Twnmro P .oxo FellciwHomes b TOWNOF RICHMONO 026-1167-06-000 CBi PM eve OM Er.r. EM GecryrFn MnN N�27.30.18.7308 TANK INFORMATION ELEVATION DATA TYPE VANIlFPCTIREq CAPACITY SIATI N BS He FS ELEV Sel B.nclrmaM Goelrq All BM AenWn Bltlg Serrer 10 eMYrq SNn lrw TANK SETBACK INFORMATION smeOl TAINKT01 V/L I VVELLBLGG 11VIl qWG I OI I"s SeNc p Ill Nelnp Wen All Zlose p Holelnp em S PUMPISIPHO IINFORMMTON al r»e simmol St Cover so4b Number Tor Lm 4n Lave symrxxw Forcem:m Lynpin GI. mwai Intel UNIT SYSTEM True"iroie nsw •soxin m As Il utesmw ro Grym_w Delsavvy_ BOIL COVER By Is .DAY xs secured dLGna ASteel Ol Eoessxe pn Owr qn r pup s wel rena De.,xrcn Eopx Y. Ye COMMENTS: tlruw. ma.axo.P.rrw. wrenwor.xnL MCI Iny.eenel /E - baeeon 1300129TH ST 11Alt BM 21S tolWl gl oPa oon- PWn muwn gepulretl? I Yes ENO �! Get Yet W braltllumlrnknwttn Yn CMb Sol (R ne11 SeFayar Du ,.Au. 0 p.w wN1m 3%W WeYuegbn Pae,00 Bm 7163 x�(L evp qCo.) ,. AppllMien wmwt � ���m vS m�.me�cue.m,mm�z.mb1 „em m.... mm '�'�a way �a1�.r _.mwsP,��+�°` 1 yn/ a P. EJ a ,1, 3 x p=. 1C'.k..,>' neeooe. owx �, oom.� sw�anew 0<1„< a.W*s a.m rvke C yq ��ymy vm ms fles ❑v®Pmwmd mcmvme �]PmvxN o °1 Wwe< rvmfk SFIU2o16-1a� System PLOT PLAN PROJECT FeIkMHddes ADDRESS PO. Box 301 New Richmond As 54817 N 1/2 NE If46 27 /T 30 N/R 10 W TOWN Richmond COUNTY ST CROIX SYSTEM ELEVATION 9886/2'L16 BEDROOM 3 DATE — CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANS yfj( man) gallon LH'i TANK SIZE DOSE TANG SIZE 630 MOUND SEPTIC TANK $I2E HOLDING TANK SIZE LOAD RATE 1 0 ABSORPTION AREA 456 i of ehambers nono BENCHMARK 4' R P. Top of steel large post ASSUME ELEVATION too' FRIer LIIGDme Filter El BOREHOLE (DWELL H.R P. SarIN d5 CH5hnatk to 1401h Ave / Properly Line � / B.M' �' 97 V��to PUJ8 41S�d T%Qk ie to b/e properly arm Onowith loc covers wdh appr d warning labels 2 acre Lot Scale = 1/4" = 10' roperty Line property Line ECOPY DIVISION Of INDUSTRY SERVICES 4S Rt TE 15d �� DS GREEN MY WS ] - `I = Coss Throph Rosy \ Pn nae//osp mgw4 visits woc hgoo soon W Daw Rug SURMUN, CONDITII APPR Arai '016 DEPTOFS) CUSTIDNo. 116900 RP Ronny Inspector PROFESSION, SHAUN R BIRD BRID PLUMBMO NC 1431 BOTH ST NEW FICHMOND W1 WOI:M09 CONDITIONAL APPROVAL PLANAPPROVALE%PIRES 08Q9a01R SITE Fetidly Homes Lmm, Person, Tyro ofRtchmom is Croix climb IT is, RE l 4, R9, T30N, R I BW Lot 6 FOR Desmplmn Mound Scram fi Bedrooles-_ SOnstmcuanl ObjectT)Pe POWIS Componem Nanwl Re landObl¢t blammnance requred, TY GPD Nox race Zara dminunt FlomdCampnnent Ylercal.Ver'_O,SRD-10691- N01 Ver 20,SBD-10906.1"i 01NI,R 1012). CMUdUt lleY Div submittal described above M1es been tevmwW for confo and Rhmnsm Sumtes @e snbmival has been CObDIT Ae and locoed m e1101daime lan Ne en/co�mclwn d p and The Dunes as defects matter 101rn tome requirements Robinson may engage m mousier ate vri 1, oats The 611owmg creditors shall be menot or msml. e Prawn, dispersal area pnor anCon to aeon w lth aen comirunnomit is ream Resale the prior to bomeoener recapancv DIVISION OF INDI i ONMGOFNICT STCROIXCOUNTY CATOLUCHAEL RJ) HUpSON A v 54016-9908 SEE CORRE 1619]9i to luvumg factor from onvmal smile, Systemfs) 2) Pressure DusTRUIPAI ContponentMauual- D apphcable W ismsm Admmisuan'e Codes APPROVED This system is to be mnsuacted my compovent maneald) referenced above sPonable for compLanrrs, Who all ode so by the DepmMmt per 141 ok Pmiey or use on and rise of the ,It until Be marks are pranced Products shall not be drscbarram Ne dams discharging to the ptivale omde waa tass"',tmnt ery9em (POSITS) Wssm generet shall beproperly dtspcsed o(on-site or oRsve All tall prase, 111,15 dshrubs shall Re cut hort and record pnormulling the z ho anmullanon proms moons under th d¢persal area Illosowvran tmenalmbe rem vo can TO Disert noted water For POWI S Area Prior to contractors of thedso area, check the moisture content ofthe nil oa desihot3 riches SmstrangnLvarm,eme of of oLl U11 result an reducing he nflve on rvot he Sol Prorar sa PIAdhRhIXD coca, 89201e We nal is too note to warrant If.Icrumb inn can forcedthe site is ioo On to persons,tl oriented and a Ones All piping nail conform to 5Pg Table 384 30d and 5P5 Table 384 i0.5 • SP5383Ks(c) The management plan for a POWTS shall specifically address the serv¢mg m¢bama of an no, is or anaerobic mechanical Ora bolding rink veto either open (running conditions cost 1 corm atedm an]5 tbtlox 'etlwan when e c ad rs to t ] The lawasm atria tanct sedanfeet horizontally when We all 2ad P Imatee • loan 12It building state beyond 30 feet per SP538'_3o(I IHc) • Well setbada to meet chs:. 811 or 812 • Tank losuWuao to follow A aanaSci^e srcroroinendzvon • Verity property hosts) prior to installation xul n tie to meet 1rDH and GPM Sheriffs • Areas that are occupied with rock baemen6 nee coon swaps and lenders reduce the mnounl of Sol vanabie for proper na®en[ IfmoNts.te¢ala=dhe.: mNe basal area ofine moved run be rot oR ce ground level Atanker Kill area is teas,, when any of the above connection rot ennunured to provide suff"ent ratter ire us, Oconee Resprasibilitim • The Out oxvq and each subsequent owner, shall rearvc a copy Ofthm least weNdmg mswmom rtlamg [o properme mtl ^• "tmmce ofOe ryrtem. Owners shallr¢erve a copy of[he appropriate open4onmd memrevmce mmxl atone ousels m®ual lw ibe POWI'$ dumbed mthu approve15P5 38354(1) In We even this soft ebsorpoon system or any of an componmtGres n:eldmmom so as create a Imai hanrd, the prapem owner min follow We contingency plan as aescnbed an me approved plans A copy of bar approved pUm, speafiwmns and this Intent shall be on -Ste drug conboxiii and open to wpecnore by authmtnd representable; of We fapagomy which may monde local mepeomm All Occurs regmeM by We sire or We IOW muucipaha shall be obtained poor tow®eocemm of mvsmtceoNusvL`auon'opere:ion In ganMg Nis eeproval We Dr is!on ofhousery Swims reserves We coast to require changes of addinays should mndrvvv arue muting th® nea;xry for code compliance As per scene cats 10112m. notWng m this renew shall relieve We designe, of the reapoummty for Wailing, a We budding, nucmre, u compoaem bell concerning this correspondence may be matle ve me at We telephone harbor listed below, or at We address on Was leneheac no move Icfl nonsense shaA provide a copy of Ws loner and We POWTS management plan u the (wou and my others who arc respomible for the installation, resonant or maintains of We lo)= 5incertly. 1 Fee AequnedS 25000 ek.,// Tins Amaw[W'ill Be lavomed �as���Ussss"'�La ct When Yon Receive That NvOice, Tons Order Lees Plesse Noude a Coy NSth YOur private Sewage elmavweq Division oSeances (920)492314,Mwday- Faradic 6eme To330 put Pe3'uevt 5obminnl WiSMAAT code 9633 tmeanderleese^gnsconsm 4ov Cover Page nNALLY )VED Shaun Bird FETY AND Bird Plumbing Inc .L SERVICES STRY SERVICES 1432 120th St. New Richmond Wi 54017 715-246-4516 PonDENCE Date 822/16 Owneffelw4y Homes Location. N1/2 NEt/4 S27 T30 N,R18 W Lot 6 Lundy's Preserve Richmond Manuals Used Mound Comporenl Manual Version 2 0 (N.01/01, R 10112) Pressure DelnOUM1an Manual Version 2A IN 01/01 R 10/12) Page# 1 Cover Page 2 Mound Plot Plan 3, Mound Cross Section 4, Pipe Cross SecnoNPipe Layout 5, Pump Chamber Cross Section 6. Pump Curve 7-8 Mainiance and Conagerni plan 9. FNer and cross seclaon Adachmen;rj She Bird Signature License n226900 RECrIVED 2 4 Page 1 of 9 INDUSTRY SERVICES System PLOT PLAN PROJECT FeIICM Homes ADDRESS PO BOx Sol New RICBmMd W15C0P N III NE I/GS PT IT 30 SIR 18 W TOWN Richmond COUNTY ST CROI% SYSTEM ELEVATION 9808/32/16 gKOROOM 3 DATE — CONVENTIONAL AT GRADE CONVENTIONAL Lin HOLDING TANK MOUND SEPTIC TANK SIZE . 1000 gallons LOT TANK SIZE DOSE TANK SIZE 630 HOLDING TANK SIZE LOAD RATE 1 0 ABSORPTION AREA 456 I of [bambrrs none I, BENCHMARK V.RP TOP of Hear fence Drat ASSUME ELEVATION IN' Filter UPUmE FgEV ❑BOREHOLE 'O WELL •N.R.P. Bama9abenchimark to 1a0m Ave / Properly Lane El • 9T 69o' 9T' B 1 ❑ Pro 3 P L. Huff0uH Berme CO Oo Tank B-3 Grading ns to be done t dived runoff away from system Tank is to rOpery 3%Slope betltlM �tlB ed Area 15'Oelow with lockdown an system is to with approved warn ❑ mein labels u dlstumed B-2 Scale = PropeM Line / fo (` f Lot iin=101 Property Line Mound System Cross Section and Plan View - ------- --- ----- ---- -- --- --- -- -- - - , III 1 A A 1 y I W T I 1 1 � 1 I I 1 1 1 1 1 1 1 1 1 K — L j Z Slo I- = Topsoil m ASTM C-33 = aggrcgam = 4 m sch 40 pvc Matmigl � send fill 0 2 Y. mi ilia 0 obsmwmi pipe Gerexide Fabnc 8 rt GENERAL INSTALL ION: The moved area Is stakeA out alovg design contour Ex tmg vegetarian Is mowed aIrd ad off the site The moved basal area (L x W) Is owW with a moldboard or clusel plow Plowing notproceed dibe soil Is wet enough mthe plow depth forma 'Amchsod wire when a sample is railed t w art the pvlms of the hands ASTM C-33 quality s s place] Immedlamly a11M plowmg Sand Is placed with a tracked maclutle keeping 12 or more Inches of under the tracks or Is placed overhead by a backhce Special care most be sail when placing sand of less thin one foot duckness m mmmvm compacuon of the plowed surface After the topsoil cap is placed, the an= mound is seeded and mulched In p mnore vegetative growth, limit erosion and protect from freezmg The obseivauon pipes are slotvA in the lower 6Inches and sx place with rebas or a closet Range. 10/071g Page of� in Pressure Lateral Layout Two Laterals — End Manifold cleeoocm izaao d Ipl Lxteml Turn-up—� Plug 1Long Forte Mann��) swap Bend orkg ure 5yetem Comrrvctiao are coosnmad of SchWWe40PVC IYZ Dnfices are dnlld Pcrpeudscahr m 6�b th a shop doll brt avd faudawn w. turn -ups u=anam xnN dM t plug and are enclosed m a 6-B mch r lawn sprinkler valve box accesvble mh Lawa der Valve Box page of O 0 0 0 * 0 0 03/051g1 Septic -Dose Talc Cross Section And Pump Performance Specifications MI 01�-Il ��IMMOMMEMEM Fi Mmlbilwv FHWModel Nl (MW Mcvhde Miu a•Ahow Gide W� � — — — -f — Eomhed Gale IOWct Fih¢ ��� foM Betac m �/7J7, Ma k a•Ahaw Secmely Mowi¢d la� W =f 1 , O�f-- GENERAL INSfALLATI& The septic tick a bedded cod h fi m m cccadcosc wi me broom ,s p� µpovcls Ificwmu Mu =deem of bury n qwc by the mmof (=w coi b<cvcaeded wimp@ prim epnoval. Me lc wu caposm m gWe have m cfr"v mdme dw (pfd ) �emimd. pWlei n the wlu end .wsln �s of eppo mnesW. cod b the mh wah nC w bt fioves. sod mJwmbm sNbPes'mtsmlinR er sagging. Gefwve v, nis slF.d w9h 6'S ao PVCb 1611 Av uvk e[WVOW avdme slave u seald wumigM. tkcmtd yn �cc c Wlic wiANFL ]00 sod Cuero 163M Mu Page __C of / _ HEAD CAPACITY CURVE MODEL 152/753 ==._.MM ,y '0 A p gym, o urns o m �w 91_ CONSULT FACTORY FOR SPECIAL APPLICATIONS n•a^= vrawam ShWoarOe =UdS '.3$s aaase.v.l, vw T6•r SNtjmo w,lCSIgW.a 13a1v s.11. W99 SIC IN 10 11 f�l eetrm.� mw su s eur�^rse r uv ma�wu[u.wy E(Irwalalpye5eerveYlMNIIMI SICK 0911311[ TYPOIWKIIY HIS WNUIE MmIlT W OE9.S3EOns KIXl u} 153 j r5 111e1n w C aR a 1u.5 11--111 N W 3] 29, 3. 6, J 13' TO 20 A 46 A 301 611 V1 A 6.1 Y 167 53 197 35 '6 N 1 A 4 Ig % 1 9 23 21 13 135 w 13j ,j MOn I'r 6m)I44 0 r1 35m) SEIECSCMWft r 6Rarp3Mmutl+IMe.YlvbYgllb.NwM/bu wen WbbiW1�1 3 See'rCl1}bmveaL/E1vfb,MvfaY 1 vuvwwamlMwNA 10M}SVJa,mmvinMb, WM VYv(3I a PIEmMwn Fu uw6uN Lo00100rtS a raserve&AIiy IS,=16 wqC CC TP IMsg> df9YS I pomp e119 &N3 n^i1W 9^.ev L�Ea�'fi1v� rwPa....9ene PUMP !O. a Ifln71 w1 OCo: p:gry A0 6Co V^rs ryCne] of� POWTS OWNER'S MANUAL& MANAGEMENT PLAN 6.q. FIIEWSVrWTAM oewi7pLOA IsePoc Tam eaPawlr�aY]2 NA aNA PonMIF sogkrvrk ManNaMmNA EIM1aIFi Maabamrer DFSHMI P� NumbadeAlPauW ❑NA PehwaFMefr e Nuneard Crn.r.niYuds gNA PUMPTankcnaay am Exam+reG iPotari, Pm Talkklaafamaer NA Gtlsn lcar Us •(6MNroee tsl PupYavbAaa a SoErookaYnR 0 PlmPklmal i2. cqM IIMunVEIlFml olamr Fan. a a Grote IFOG) Ikolfenk]l Oyrgen Nrmam(BOC6) Toro Sesmnn.n SN.ds(TSS) PreOmleol EMmnr OualnY�� ANA O.rycn Oemann IBOW ^ Trial Susm^eo 5desTnJ FeeCrwmYw+rancmain MBHmun ElMnnr Panda Suu Mmtlllymwape• nP mMt s ftQ& iIWFIIIQWL❑ PrekxEM tlrll OSar6C MFb DP Ffr ahININE bl Aeukar OWNbtl ° ' aWar Mw SxfMWL omy mCdtp DMpffmBbemlml 0IAnlvgroautlne d(waM❑q ❑afMaxey aWr(gniserpgl) b'iMerynlebf vrloesaal4m...wrm.mm�usewr�+v e+ VrW ImLlI4{TTn�wrumm Servke Eemt 3erWn Fneumey InapMmn9tlon Ol Nnk(al Prato W mnb6 d unfits Al luaat onm avpy 4j Omonths- aqc) (Msslmom]yn.) Wmn wnrNlN skKON" swan eeuMorroeue W dWlk wkme lnse imxau cars) alemtarrm wary Omonms yeartsl IMuklrumyWe.l arrelNVYetr ulsaalmaery omuw rtz) Irrepem lamP•pmm mmda6afim ubanameaMy Mlean« mxy Orrin nl Lao ONA am RMwn lrerW ale Presume fist _ n'a �'R ANmNam eery Nbdoroaeroy 0mmNs Ftrealz) ❑monNs Oyear(s) ❑m am MAINTENANCE INSTRUCTK)NS InzPemaN 0 ranks aM dvgp el Mb eluo he naee Ey ml hCJhFWA carmog mre or Ba labwg Itdntw WM bans woe, Number, Mloar Plumber NpelttA 'e . FONT$ Inspe e,, POWT3 Ndm1Yw, SeptePe saebgo endy yuodswdana musture aHvw& aamardoaafq rat rn awotort nr¢vg ablator naamre, a.nury any r..�-h. or uraka. meaalrre Ba.anrre dwrrovee awge one ew,m ao m � for am Na+rro w potato olamuenlmn.-yrnann wdam are dspermlgyz)dan newvanr mspePne mdxd me dnuent k.ds gkm•IMMleaold3m mo MdC aelau rnr4u4mwrmarrvonoaarmleYrogmdkeemawmmlImmmommarfPsou'mram, or TeMa kmcaMrnmganwl NwnuaaurmmaltlNw WMn Me condneu accumulaWn or Audae aM xLm M arty lank epuals m iN(I$) or mane N Pe tank volume, ere anikemnroms or Me 1anF stall lit. removeu oy a SMIaje SenMing Opemlor ann elsmsee of la ammanm r+lll Ul. NR 113. Wsconfun Cwle TM aerminP of eMuenl fiftersraro l�Mal or pessuNeu POnl mnwrn WTS mmparruns, Werrogoonn, oral arty r ory malnrnnance ur mmlrmr9 al InAs of 12 monNs or less Ball be Pe+rumrao bar a mNyreu POWTS Mernlalner Am remit mall be ay.Nta ro are aGY epPaAy aumanr emmm 10 farroo mngemn or try s eanl START UP ANO OPERATION For nexmrstrurtak Poor to use of Ne PO'MSW trealmeni Wkrs) Iw Me peyote of lalnelftl pmuuds or offer dNnli9 aemmvlPawr foe rororpmMee 0 ParMoro) tPtlmF.ecl WW3 Cga SerwuebgpovlNsnalmarMp:v) rouwmn�bdk.iart ' P,m _ 0- START UP 4 OPERATION rM'nbIN I,,,I I a new, mmulAmon orm to Iwe Of am tlam p tro Jl IT W )¢ II NB mncann, the s, at cop om d .tea �`wet+n y''°.ru of .".npeee the ammM Pwwee Ierpte) nmovee as a s pale Into" NI aeor m uw Syn" ben Iw Num but c¢u MIm eq; sadNw en amen at he Irfinnallw,%c, Dumpy ma, dflNss pump banks may Vi YBIe un nwl n'gMveter leveler Men Imwer le reNoree IN mlWoo w"mannou 'mu lu: alxfn e�rpea to Ire aaRvxM Col(nlmmeIaIpOOXe,aWmMn9lrcandlemnary tasty)In Nam Wm pWtoue'mambnp sto Into elAlnnt pum. P w Contact eea1,nnm, m, MA Mnmxw :o mUNA �.0 In A"ma,Iyab It Wo,'BUN Na puumpmmmrb , InMieAI mi N I",. a In on, p:rrp am, a. mrx p aoth wcr ImIM zne mi aprxea ore 3, mot erne o, on, met Ta n mmmae daeru o m'I ne ane Mar i5 het fvnm mA Ndry mould or m-grace sc. amuu amb, lnelwn n!:M f1mitt hun ma wYlweler StF m may Imps"m Pn wrbmerca Am Funsng as, Ye of N PONT antlnlotica baby nipas nometts, MnN: m dim, mom ewem. eeprmean: GarIW Ism: outputs: OI,rM ISL N,.rtMctlon an:In (,mnP pump) vnW: ant sm vagAW p JIbAe prusba, grams'. moldoes, meet scrape, mearelxns, 0 Pasman mWIv.6, walWmea, xan!mry napm.. Nmwm. mdwamr mbamm bme ABANDONMENT ern ue POWTS'a's enaor m parmen" talon m Cot maybe e<IWbMrq aNmosts ax be Wm Moore amN Ve RSUT a popeM xn.. Mury aoY.WM n numb al.,, W e,ps, Cxtn a] dx. Warman mmmambse Ome'. rw NPe!a tt rasa am pM aalmtl¢mmWe.aalemnemndpme pUe opempamMd me mM.nN el Mr nnxe.m plN m.Nml.mmw.me pmpmvelrpa.elt olmeEroMae sa,r�ry Dprtm Aner pumping. all NnM.m pN WHO as evavat d And removed or Nab Wven RMMCI aM IN aoW .perms nb1 MN at gravel W srwhet iben wile noNw. c WPI FENCY PL.W If ma POWTS lean and unbar Up opuses Itr tMiwerq neavmd nave M m most IN IWn, m maabb a ROB mryYMa mrplawWl smar.. ❑ e sipbk ryJe¢mmt bed "m ceew:.a niw aN bey ce alow 1, To Iouto, o' a ry'vna11 AM mkt 9alam me reolemmms Cosa ewuO m pmrmm nrw ¢coma and. mnPalpl and erwal Cot W Wfa9sE Paan p fwlwd GmW bm ntlsllrg erN popaaM sM1utlunr Im Alenambaba nllun to prNwYWrepYMrr�i eteeaRrail rt Nerhea e.NUMwnm xtnNnnxsur!aNn rryXuwerll area 9e[barMrll peMle mxT mIOIF IaXn Ne rvlen In ebctalNatlrc M 0 P odlm A runs a,, Imarea a nut au morn sue pl same* and'I WI IimWxme. EaninR tlyNrma Irr POWT$ TMrHOYY a �bei We has d:LalmMssarzn rmnm enable , 41 rleu 5 �M bite M1ee Col )rota. rval l:etrA rm NnmyumnaNe NlSNrame a 1111o, ILLHI MRa PGWT=e "Al aN Ne eaerltebr m r.MI, to tads reRerama:YN. arcretleumvrera ¢ewytW enalMMlai m✓/Ee Mrealtadu a W tpwl trm,vyiam IM le ktl 10WT.S M1kom and agrnM anal abaorpnpn systems may w seb mumgp m omm biotwrp mlcvY d M IvrR N tle Yip091 RuvalrlMorm OI Won eyNma most amlpty eM me man, In a Ad that Wrw. WARNING., ]EPNL, PUMP AND OTHER TREATMENT FARM WY CONTAIN t TWU tiR n ANgOR WIUPFICIENT OXYGEN. DO NOT ENTER A IEPTIC. PUMP OR OTHER TREATMENT TANK UNDER ANYCIRCUMSTANCEB, OFATH FAY NEAILT. RHCIIE OP A PER EON FROM THE INTIE ION OF A TANK MY NE DIFFICULT OR IMPOMMMLE ADDITIONAL ctlIMENR P SINaTA ER FORCES MAIMTAMER NMre wrADEaERWaxoaPEME uMPEN Lucia MEOLLATOIIYAIRIIONIY�� NM, NMm _ TwamnrFmmNMe In rmlPlNnwwmlcn qar ePe uaxxyryxiµeNln etas xF].mtl). m aPl. WI®+rIINYaPe tls. 2074C048A 1, SEC71ON A -A r C.. ..,E 6T. CROIX SP3TIC TANKMAINFNI) NANCE A A AND u. Buyul ml*nq AGNea (fit) ."; OIL 3$I tv 1al s p,p Add # 1390 12-9i" �71yte4- (V=* mma N Pb® &Zk DopvmN cmmatim) cityis= NtN fichmond Parc4Wwt&m Nimner O*W-I10- OLD- Obb LEGAL DESCRIMON Nopvylacatim N vi, K, Sm 22T Subdivwm �_ Ld# Certl0ed6w.y MnpM F.S°N —� W�qD N lD J Spin 6s Ia hm.J�ltlV w/m V�uJ+�mtl�a[ L uc ryslmmoW �miM1mmP®nfi�Emml®N.xmn. Row ncew NniP®P moftl naytivm yeb.munma,JmeEed M.Irm�P�.wM�Wul.m leu w.lfem the 6w:YJv o(ih .hel®tekyem We waa¢dupad.M� VaJv msiJlmmoa 'awm we eoec m 33(tj mm.pw l3-h (]ma Coumy S+�mYLlmasu ra m.J to tun J[emaga. .e w. e... me Le.m.. nvwara'm.mw^'mmuYmm.wJ+m.�'.Y•mT^o�.v.mm.,mme orw;..m.m I:mOumm.mtm{mC 30&ry s5e®Nv hm®mm:mlmwhem�lemlWa®1mtEe $C IJm G®�Y Pl.mi^6R k J6p.w�lwiWm30 NT ot8n Ors la �.V^.J®JR V�=m f®wwe b:hednaY my:au Ym�'leage. L`M.mW. me Jwml.l Jtme pppmlPyylP.E. byvuee of. EeM raaAM mNJB.m dDm106ix. Nu LOF A SIGNATURE OF PPLICAN'((S) - DATE •.•,Yuy Yef®em Wu.®m.wmm yin min a Pit hems e..mi me Vk® k] "' �mmro.w mu qqa �.mmmr a dP�utuwr urine woraw.r s rt ma. maemm. we.myami. tom. roust r: saxnriox �� ��— � � � .� § � . | : -- n .�. \_\� � . f — \ � _w » c # ®:.,:. — © ! � \\§/ - _ � � -,� ; � z2/ - � � �f �� �d \\�/-`= f/ � � -� - _ ' =_ _ _�_ try=_� __ _ _ 6[CMw6 w.M.n oM.mm.mdwnm.� SOIL EVALUATION REPORT PeQe—/—dy ,nx,52.11 D n5 xme rpx�a m. pan m, mb.tllnd�l ro� Ytl e]b�u ena AreIG�M, ir nNmend MMWAWM dmmn m>N:" nn'. r V DM PlMaa pnnl all ink ,�ganrcr�fllEa ..w. vAP.,nw... /� Gon �m a G� f N R EI w vn,MerOwwe. - �: Gam. v� of a Lar Me,Cme Pm..IMm. ❑Gn ❑eler, Rv+d�qj R.acossm.m, uM• �emrrM�e.a Ma�m�a Gm.Mn Mdl5M,m laa Coo _ .e. ❑R.Pi.mm.m Pwiicaawm.Aa.o ,u« �✓_.. r,oMP,.nc n,..w,I.PowUw _ ."e�.�ovSys/P�<2/�i✓.L/�e.+ S'P.b/ S 5/c..,- /r,' a.V:Y •SC cat t� a� — �ewmEx rp.1rN //J 7'� � " PSI Gmun4aWeualrv-'/ ('11 0.PbblrrYtly bdor_ YI �yy LaP h ik,memoa MUW Rd,, GWvry.m O.Y G[n fib SoutNe GYA ¢mwLa.0 raw MY RmS ¢xa�P ow Ej �^1 w ..✓ 1 „z, n o.Pbb.mi.nsreoss�— FOY Pvm h{N•�lm�+P 0-/Z mIC[bna EM..r/L Rmk,M W Y Gva fN SPMne G Y 9r ip Lu¢ev Bar.MY GPMf deal ' flra[ •PJluwnyiNiss.w<Isorrp+ ae. eaG <n"GA- T, ss.wnd. cer RR,. �nw. vmv - Rmnw,. cer 202 Bird aMZ6 ,Inc Shaun Butl 226900 1006192nd Ave, New Richmond WI 54017 — 715,246451 I s _x— OB����oOO -F #I. wo.>M�M Mi -mc IN me0. 'EAIaMrsalW,�TIgM1NJ55.]0^6= rye pryNmenta(Cmimerte nui ayual appw pn aerv,a pmlMWempbYea I(Ywi w+J uiaYwtba[mauriwsw wN meuntl in an alvmue (wm+t O� ronua rte EelxMeni n M8.]65-JI51 w JTY W8.3648fI1 Project Nam e 706 19th St S Hudson Wi 54016 9226900 Lot 6 Subdivision Lundy's Preserve Date 124/04 N 1/2 NE 1/4S 27 T 30 NIB 18 W Township Richmond EJ Boring QWell PL Property Line County ST CROIX BM or VRP Assume Elevation 100 n. Top of Steel Fence Post System Elevation 98.8' 'HRPSarne as Benchmark Alternate Benchmark Top of Survey Iron A 96.0' Scale is I" = 40' unless otherwise openy Line noted 173' PrPlease * note Soil was done to satisfy B.M? county zooms 0' requirement Soil lest may not be 156B 98' suitable for owners Property desired building Line loreoon. 50' 0' B-3 R%Slope 269' Property Line 268' Property Line LOf• - J y Aftly LOT. WWA11 r wr• YA�p/ V wrio VIM a n. 4 FWMARs WAGE SYSTEM SI. CEm� INSMCMH REF T F;Z GENEML INFMMTMMI A 1 1 1UPt xx'I' •w ..-�'.�. ..,ml u .nx. 276698E Fclrciiy Hw es TOWN OF RICHMOND 026-1167-06-000 TANK MFMWT EI An MTA u.xFKl u cmk v uA • E. vLr�AC' lu. tlXl E( OWN 52 y 71 TAMx aneAU NMONMAlM1N ' it w ... PUMPMMIM WFOIEMAnM ibrt ..� SENL ASSOMFTQM SYSTEM NNI. METNMMgNSYSIEY SORC'OY91 •NNrx ub."r� CMMEMs. mew ..s..... I. w... rea. i..J 11. � 1211 Zly NNn.aW fAuY F t