Loading...
HomeMy WebLinkAbout026-1309-15-000smlyom auaoon.Raomm"o PRIVATE SEWAGE SYSTEM INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) IVFE MAVUEPCIIMER .�5 CTPACITV STAPON Its 6-14 los.l .7 S`R` W,eScr r s IGUJ H 5o rJ9.4 Vessel (nwt(.o v •5 LoOo F�kr L..ur 1•I loloe al lak 5?3 RM9 NaNaM suHl lnu 3.1D 10�,28 TANK SETBACK INFORMATION L�kz LJAM,MS,SLT Ioum. TMK TO Ps- VaWhoArertake ROAD 01 Illlt Sept, i$o I 18' alum 8.56 pp. Gz Drelre 15o, AAs? ZZ' Z31 — eaaMaN .GI IOZ.67 p'w 5.61102.57 Y syr" PUMPISIPHON INFORMATION M Uf OlI FZ7 Z- HU lcreea Menmaaum Gemmane St r r O .Cob 2.90 Itt . shl.m�Lwa50 />•N/' i. 2. IOG. Liu, ola, , m Uq SYSTEM cellmakht' Iloo' k. lrftsu7 r77 .5' 7 Ise A(5=7 SKMAKK SVSLEM TO PILI RLCG WELL 1111=0R.. a'sr.G 7/' liiq DISTRIBUTION SYSTEM — pngal�,y I Pm✓L.ngn G��75 •e. I — "he a. 9 ,. w were II l.50• v Ile Al min. Aa i«n SOIL COVER I,, OI,... L. aswa•er• oeN( mm me n Inl TtU Rmu� w�ii"j IZo hYes le Na B. COMMENTS: (Iaeueacheeaiempennes.pommspremn am) my�eplon ntPost lyfl� Inspedo"x2 L«apea. No Aaare.Av.uacle —lla Vn.11 ©�N5 ,N�'wwI )a„EN oear�p�n— I�,r Lavv 2)Md rlmn.�Z�s—SyskK, ovl-oo,�LeJPlal,. -.mo m,aa Vh - %IP° Menas Raur P tlCnwl ml aVmuN :oeheveem e,rij 1593 Lce, � �� SAnI—dean .799n <� i� WRAP and BuIll Dlleson ST CROIX pAUG 11 2020 201 W W¢ealn so, Ave., v.O Be, 7162 nrv,.. .4 n aMMnpn WI 5]z0z-11Bz cam. County grcdlw.avr.l a alw Permit Apppllcatlon .., °""Nimiee anttary In In a m.�nmAnovwyu.meee m,i..,w z<'Nuftv ry re..",ryrc,min.,.e,.Mwn, mx.yi,gM.ryq l,re, p lvaWhil I'1'1l IbL l nwis.lu LOT 56 WATERS EDGE 1 n u,u�ww�aoe�n.... Bn. Iamm.ne: IMw,rw�.rv... —^ P..n. DCCI INVESTMENTS arty '<I Oale-to37-90-OSU a� 1505 HIM 65 PO BOX 445 $W.�tlu NE sAPK 12 np Loss, Knew NEWRICHMOND U017 —Yawk r� v -- N n It Type N lival(Yk W than Imply) In. ®iaxlwllr w.u.r NKL of � \ ✓ 56 nwwie WAM's P 1 a "'"• Eb6E-rxr Aft ❑rmeu�.,.l D...,rc e,< ❑sm.a..a-D„o,a ee ❑ I,effla m ,.PbrRICHAl lD nI. T»eaemmlr: U*eamNem em mu.e.. c..µ. xm enypae.Na ❑..nr®y,v„ ❑r,.a,.,r.u.r rw xmbmsrq ❑ case surm. I, U." save,lmr., ❑.e.ew�Y DP�..R....., o,s-s,.rn,.,h. ❑..,e.rLKLbrcRon, 1 w P,.e.e...Nveeeram, wr IV TmapON'RSAIRCem 613yralam,. eMsemr ❑w,n®m,.alw..a ❑P,m,.�...,e.a m ❑um1>x.. a..wY ml ❑w.e.x.. er.Yaed ❑N.e,mere. 0 remeammm KnIml �Peamn �t Arm w su.w..w e 6 DmImPool eo m 450 .5 750 750 101.54 VL Tn.1Ma nxur�i ... �.,,• E.�.,. Pelo-52SiTFh�� ,99 r`P`vr1btlivjr� % 10W WIESER % % No WEISE. X eeYEIIIb Snrcmenr-r,W.MnYp^g m., YlWyf.rlur. MP Ill Nl D� TIM DEVOUNGT1S346-]fi60 / 321 WISCONSIN DRIVE NEW RICHMOND WI VBL cm, ernr UK Only I 14l 2 D. 1e 1A comltlom 1114., TEMOWNER yp Seplk an, effluent fllbrand Y' EBe^ae� IT�r10B� disposal as enrY6�(memlalumb r.�j I by management as perm management plan prpNetl plumber aapzraPPnuo�e cwemmmances� •.—_. ••_.•• ••••••••.••••n ..ry....... .....'�4r2 u.. SBD.yyp (B l 1.1 1, 6) P p,�' ..e,..,. M r M 75 Q �Tcr. FLOOD PUN ELEVNON SO 6 6 BM Mp INKERMEN15' LOT 56 I6%SLOPE �SUIF I' iO fE ETy �� BB q+ 00 \aMI TOP OG }/q 10J �� •W. \ LEGPLS V4NEI/451ET30 BORING 3 \ P IBW 10264 \\ 0.1pIMONIs NSMIP easier 7 Si CRO KGO 1000/6WavmMhnk PIPE Poly 525 hear'o n 3 betlmom house \ Garage C) Well COPY *V'v August 11, 2020 CONDITIONAL APPROVAL PLAN APPROVAL IXPIRES 2022 08-11 Plan Review: PWR-082003I16-C TIMOTHY DEVOUNG 321 Wisconsin Drive New Richmond W150017 SITE: DCCI Investments; Lot 56, Waters Edge St Cron County Town of Richmond SE M-NE k-512-T3DN-R1gW WMMONAUY APPROVED seem OF "FICYAND PROF651ONAL SERVICES OMSION OF INDUSTRY SERVICES state ED ESPOnDEnre Description. At Grade Component Manual -yet 20,5BD- 3Bedroom At- Grade -050 GPD - New 10854P IN 03/07, R 01/12) Construction-63"tobmtmgfw1or- Pressure Distribution Component Manual -Vet Effluent Filter- Malntenanceregmred 2 0, SBD-1OT06-PIN 01/01,R 10/12) The suhni described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wlswmn Statutes. The submittal has been CONDITIONALLY APPROVED This system is to be constructed and located in acicsomw with the enclosed approved plans and with any component manuaps) referenced above The owner, as defined in chapter 101 TIED). W rsmnun Statutes, is responsible 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 5145 06, rtats The following conditions shall be met during construction or installation and prior o occupancy or use Reminders Ensure the system is installed in the tested area. Prior to construction of the dispersal area, check the moisture content of the soil to a depth of R nines. smearing and compacting of wet soil will result In reducing the infiltration capacity of soil. Proper oil moisture content can be determined by rolling a sail sample between the hands If It rolls into a 1/4-inch wire, theme is too wet to prepare If it crumbles, site preparation can proceed If the site is too wet to prepare, do not proceed until It dues. • The dispersal cell site shall be properly prepared prior to plowing Any grasses longer than 6- shallbecut short and removed. Toavoid mattmg, any leaves or loose organic matter shall be raked up and removed Cut trees and shrubs flush to the ground and leave pumps. Avoid operating equipment on the dispersal cell she. If necessary, use only tracked equipment, dutlly dry, conditions, with minimal posses, to avoid completion. • A sanitary permit must be obtained from the county where this project is located In accordance with the requirements of Sec 1919, WIs. Stab. Inspection 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 245 201 cob Slats. • A state approved effluent filter is required Maintenance Information must be given to the owner of the tank explaining that periodic cleaning of caner Is required. A cow of the approved n cars. di M r shelf In opera to Rion authorized of the Department, which May Include local Inspectors Owner Responsibiimes • The current owner, and each subsequent owner, shall receive a copy of this letter Owners shall abo receive a copy of the appropriate operation and maintenance nationals) and be responsible for entering that POWIS is operated and maintained Inaccordance with this chapter and the approved management plan under s SP M."11). • In the assent this scot absorption system or any of its component Parts malfunctions so as to create health Nzard, the Property owner must follow the combil y plan as described in the appoved Plain Pre owner a resporeable for sulemilinga maintenance verification regard acceptable to the county for maintenance tracking summers Reports shall be submitted at Intervals appropriate for the componendsl ueiaed in the POWTS In granting this approval the Dolmen of ndustry Services reserves the right o require changes or tremors should conditions apse making them necessary for code compliance. As perstatestets 10112(2), nothing in this realm shall relieve the designer of the responsibility for designing a safe building, structure, or component Inquires concerning this correspondences may be made to me at the telephone number listed below, or M the address on this letterhead The above left addressee shall provide a hours of this letter and the POWR management plan to the owner and any others who are responsible for the Inballatlon, operation or maintenance of the POWR. Sincerely, �D CeCPl RudY1I CeCe (Elite eadid Rudnick Wastewater Spenallst/POWIS Plan Reviewer, Oanslon of Industry Services (608) 4W 3196 el zabeth rudn ck f wocons n Roy RESIDENTIAL AT -GRADE DESIGN Pressunsen smgng SX. INDEX AND TITLE SHEET Project MCI INVESTMENTS LLC CO"MONALLY APPROVED QMe DEPI OF WMAND PROfE ONAL5ERVICES DMS)ON OF INDUSTRY EERWCES A04rase IM6 HWY 65 NEW RICHMOND WI W17 CQ(L KJ✓.G�a=Cc SEE CO PDXOFHCE Lapel Dewrlptlm SE'1/4NEINS12TWNR16W Tone lP RICHMOND CwMy STCROW SubdIvlelon Name WATERS EDGE FIRST ADDRXlln1 No, 60 Percel ID Number Plan Tnnaefwn Numner Index srael page Calcula,,ra Page At.grade drawnpa Felts Laterals and dose lens Pap 4 SPacdlcaucns Page Manapemand B conlingnry Plan Pega6 Pump curve& soectgoglons Page] PLOT PIAN —SPEC Pala FILTER Payee SEPT TANIL K Paw 10 Designer DMOEYpUUNNGG LLvroe NumW W713 Sgnesure �- !/7d�, Phone NumE Wer ]152429 Data 0712W20 Des goes eumuanl la: AIyreM Ccmoonem Manual ver 2 o is, PtWTS WD-10960.P IN oSVTI. and do, SSWMPPudlkNk gs Des aPommDoMbMon Nee WSTR48IDt9IlaM Reuum UsN WnComPo nl Menialver2Os iOT08AINolroll Veen 7umla) Pagel 0 10 PRESSURIZED AT -GRADE DESIGN Afreraae Design Worksneet- Siopmg Son Flows and Site Data Entry (rwc)40.60D itle sialwcommue,(g F3umeleit an ad %Sat µsatewalerOmv l9ptl) Coto steps Contour lea below lateral (X) In man m kmnagation a(Id) Imaw sob aprilwibn rate (gptlm^z) 01041nwon call InNrmmon (1 or 2) 6 emwntwastewate.wallty A50 linear leatlm9 rate 9PtlMt T.W EXecweabsorpLonvntliM1lX) 75) Max. efedwowitlMp mlVetl(fi) 10000 Aggregate length(n) Designer must seldM e lateral tllam ter Center or and lamed connection Numixer of isle als 0i diameter (in) e g 005 Estimated wow spacing (A) Forgotten premium (in) Forcamain flaw vekcly (Nsec) kmcemain mnglM1(fl) yarn N Dwaforesman Eraln back? Pump mnk elevation(%) yarn N PO laferalsat Npneat Faint? System M1eatl (fl)x 13 a0t o0 If m,gw nlpnest assured IS) Verecal Int (X) 0 Farwman tlminbad (gal) trends lwa(n) 310 tax "Not void volume (gal) m4me Filter Less (it) 310 Minimum cove sound (gal) Trial dynamic head(X) z]3 System demand(ppm) Gallorannch calculator (optional) 1000 Taal Tank Capamly, (gap 1861 Total WmsnH Liquid Depth (in) 51 o Gal/In (entermi In end G00) Treatment Tank IMomatlon 1M be tank capacity (gal) WIEBER Manufacturer EKIusm Filler lnfamWon Dose Tank information POLYLMK Filler manufacturer 800.0 Daw tank capecM(gap s]s Filier model number tie Dose tank volume(gamn) WIEBER Manufacturer Project DCCI INVESTMENTS ILC Transaction Number. Poge]of 10 AT -GRADE PLAN VIEW F y T ree a. 6�l Ov w1 A N fl i B t0000M1 PoB 85)It W E 200tt L 110.00fl 0 B W 1B5Ufi Az0 )5000 M2 ftft �V '�.��"�=iotalap0re2Ne rollAzB {I� )� y��� OWF.atl =Nw.etl area LZW w:W�evF 1 i AT -GRADE CROSS SECTION fasturs; lower M 10331 fl nlge Bntle emw4o le:al Blen :n ntlw 10201fl / observabort bar * at aggregate We E saleianian, ogfo r 1015aIN p .A.. 1 Indianian eb uo, D -{ =12 in bpmll and cubeall \ Ploxae hi ae0ra0ab and tepered b Was below L z W =Bb algired bbelow plate). and 2In abuse pipe. Project DM3 INVESTMENTS LLC Transaction Number Ppa 9 of 10 PRESSURE DISTRIBUTION AND DOSE TANK Learel DiMmin -anbr Comectlnn I P �z--r�F.z n� Lwreelrer<,e.IMaPvc s.nm elaawndeo w�rwa Maaoa LetWW reiJ u rk.Imon a n. pert evwep.sra •-TPmaprmr..N.ea..nmppe Lateral specKmidnne 0.125 orinmeYmeter(in) x omm spacing ln) Lt.s0 s3 Ormmmataral 13.6 Let, Elechar(p rete(Opm) 2].2 Sp.tllSCM1arperete(gpm) 12.31 TOrv(n) Laeral mnreclbn e M 2 Numes lelerelc P 0 T5 Lateral larplll tn) 126 Lanne[ bbmeter(in) 200 Fomemaln dameter(in) IAAO Folmmain Lan6tn(R) Typical Pump ClrnnCar Lain el n p�— wmMp Wei and Wen nr Fl,eipso, Tenkompmeme MVW vnM E'a)hJu � 6YaEWPC e Nl Marta Gtlbnaq A 33 eenm 2J3 CB 2 s1'pmB20 O 12A BpflC Ta6 Mam0 puep O PUMP mamxacturw M� PumP motlel numler PMJWL OCCI INV TMEMS LLC Tmnwd" Numlier Me, Wee like RmN 114. umin :10WO I� 6s oon WE RXOM6113 Narm manNeaNm 6JE RNOMBUS Narm motel cumber Page 4 N 10 At-aratla System Mithingthenance and Operation SoeclFlcatlons genius Froadeie Name PoWERS SEPTIC SERVICE Phone ]152C65]39 POWTSRegulemTSName IFAULKOEHLEK PMne ]152462�0 System Flew and Load Parameters Deelgn Flow - Peak 450 and Maximum Influent Particle Size VB In Saturated Rov- Avarega 3o0 jam Maximum BODS 220 mg& Septic Tank Crewcutyl IWO gal Maxmum Tbb 150 bal SollAbaorptlan Component Stal 7W,0 W Maximum FOGi SO Type of Wasbassateri Comeatc I Maximum Fecal Calrbrm I >10E4 oftill mL Septet am Pump Tan F Effluent FPO. Pump and CwNoks New Presaunr Syntam Mound OIM1ar Service Fraouenw Imerect endlar service once 3 IneaR aMlorwa la aranw ere 3ra Tesaonce eua 3 adm SM1Wtl1�[monlM1l LaWaI6 eM1ould Be MSM1atland r re tested eve i5 Ire for Min and seelpage sorke wery 3 Spars Clean eMuentfilter onrea yam Mlacellammus (tonarruction and Materais Standards 1 Observatme Ppre are acted aM manuals conform is Table SAS 384.30-1, have a sated rap, and am assured In as shown in the m-gmrk component manual 2. Dispersal coil sifflrestate conforms to SPS 38130 (amp. Wit Adm Cars 3. All gravity and pressure piping materes mrdorm Wthe repmremants in SPS 3 , W is Adm code 4 Tillage of the basal Free is acwmpllaM1ed with a mold boom w chisel plow. 5. The at -grade rWCWR and other datuMad Ames all be seaLeal and mulched to prevent sell aasion and hdp real float penetration 5 Arica within 15 feat a the downalops toe arl to pmtec0.W hen commacgOn T AlI MM1p wrehucpon details areas per Me atgatk mmnorcM merest SBD-1g854P IN 03N]) Latent Turn -up D l Featured .............. ............... Grace V 6-F Diameter Lawn —� Threaded Clesrom Spral Vdva Box Plug or BaII Valve DnmWGon a p `a 455^DagiveB9ends'Same fozan—F Diameter as Leaned Project DCCI INVESTMENTS LLC Transaction Number Page 5 M 10 At -grade System Management Plan Puxuantw that Mast, sal., pea. cone Thal AomoriBIHNey-FN�ionn mr,irasurwin SPAS le]3u ads Mm.faa. Undersell mtawMF.wrevru W1r m.mnpmmt f LSSWMPPareof V611. and Prawn ambient Gmplml Wnutl Vn 30686107dl OtAtjj N bon It rub arms Wrli mrq ad Ahead mardeanenm and amontillado Wonder eNo tuns, aver same a xpM erµmp lank rare manganese pax may M moment And wN uusse Weak Ad b PoWRmnamassed pnaddin mnttalk manorialism enaX Ee ana,or anon q SAPS n3 ands rgmW U Ar a Alan to" uas Smile wµmp unk manhole asan,e tare" n held M Inteb] br wamv rynln ad uesmMxmuageumamonmwapoa�eslenmwammOntmvuawrMmmpaea Ivrlu nnyoperinBeeemn unwuae, blcruw, d�eAm bklen mua&Whe ravlaem E ewaapenn peeurgen 6FMxln Nameleranall Ee vewMdyn ellxawbdlnB m mwnr. was er nrrmard,ee Hwnmm. %ni �r mmm,r.n 6Kalaewrype dlesorMarRn �eavapaneemm rvR 11313. N1>Mn row eurdn• PBIM,Swu Tnamnmm dgmandi mashy analYm q M ream tank end anew Mar atoll to �wdho semw].rmeaarm.vadammmrp worry InmrmmmrlXerorsrmn revubuve rnrpa hers Oran imps rgwnonwr in MIlq eomwd Ink, to' madd as it w tlrem mmMJdvea to ennaeemapbaW4�:lmmeren laepenss�lyrm�mWrsnele»<s eWaprrymy anueN dry elvn pe eppwee bruq¢pntvregme qurvnmro mm.ea. rd wAmrmwrded) bw Pus to mpNed anwnP �oaN evEPu ebruvM aTran MzbmeanN enWnn<bnu canal [e naWeo vE eewrrMxnn>y�YTs mwirypmn hiviselm M oex ma,old, ded wmma Wb As µmad a, me oxr5n Pbr �mayb Xw ngw4e prinrankw Am nqW Nay peuXremeMmrd sM or mem'a And"da minor a same plows band Fua pwwvmr q� ask, Air h"Wor most & Me mwMtan arse m,nwn a�avp wwma s e'miwo Add daemon, ud axes' a M. mind, medical ahloo sol indoor ivwaauma l0mweydrsmwrvl dead, lost veal. At A, her mPmAd no molekaon "An bag oad'emommmill edme'ho" knomem mar tam emaxe 110 MP. S 5:.w 1, TM� arkdsk `r a norAm Pakistani, At pkorvlm _ 'A ends and harshe o Admit mans nne.n n ynnr m, demand me andam daw mennmwgom Arlds dt l 11Andrew men a ewp moll n ne se a inn xmxn.n a as rrmnmues qn Wool mm11 handle W We Ahmed A amenderryy Word e span w�starW admmino v shot Xon<rmr q q himei ro eorshsM Ithandso-nds rammwp la restated n rri seal dumbwm be modest named Alde n me din cell enaX m.as W neery Pmnap. pem..w ryaa rued Ad r.pa«e b qa mawand my Per . 4 areards dermonaesi 11 on wmardi hall Immune standing Mostawe sea.1 maws. If the mr drink w any is no emou s eras a- mew dpmadq earn"wnannnemne Meet (demanded, w,nmmma knell y ro or he rwmdm ynW If qe Nno lank, arms. named indent ailed dr holood sonn demeanor we Am an mammary ual shandermards ff M „dab""Imn bap 11 sales wxleeamm or Adds the ands rpm weattw adi dandelion her su m. X mxyr wor OgbgrW mh,In �eblM1q narini . manna Aid rMwdnO nAlder tti mmponmta v demand say 1,bothqManor Into the �yA� wwrptlwN a" Asked S WM From Am genemrel eN uwpnme wmM p you then POURS rpWamr said War AWdV Profetl, OCCI INVESTMENTS LLC TrenmUlpn NumberPryyBIN 10 Uoulds Water lechnology Wastewater mmn R M 19�1 a MODELINFORMATION 10 11 mlfi M FN S,~ 4N MFAWF m Minimum M " nI IZ QMF W. N 6eY1 On dl S,kW, Y�Y� � 1i 1•, Inul lb EFMII 0 row" 10 1%' S4nu�l M Wl 5 i11/91 EMIT 1A MtltMFb 10' 1%' 13' 6' IS' 2I/9.5 EMI11F NOpS��vrt/rA 20' ,wl wutl 15' M/91 EM111 RC 20' 12' 6' 15' 21/95 1 wide-M91a %' EMI12 10 %' w ml M�utl IS' 20/91 m 6 10 /� IYrvi VW12F 2y 1sr MwA I5' M/91 EM511F 5 ns 13 M lb id M 1%' 4nui FIwu4 Is' ss/lo EM5llI M' 1%' IT 6' IS' 231104 WEE q1i EMSRF 230 6.5 10 Llp6 M' nwl nuI IS' 23/10 Na FLOOD PLAN ELEnON 90d 6 N 96 \.., \BM 16%SLOPE OCCI INVE56 "_ '�sGLE l• =40 aD FEET 11 .� 98 100 ....7"B/ AfBaePLO BMI SIP OF4/3' 0E L ` L1 B 9994TOPOF EL cory LIT SLOPE 6% LfGALS 1/4 NE]/451di30 BONIHG�� _ 'S R18W 0164 RICHMOND WNSHIP Wieser T. LOPE ""� 100D/600 40 PVC combo teak Si C801%CO To PIPE P PIPE Pa1y515hker✓". O 0 0 4-SCH 40 PVC PIPE 3 bedroom house Garage O wail z r cti INSTALLATION INSTRUCTIONS :a:.....,. PL-1221PL-525IPL-625 FILTER INSTALLATION INSTRUCTIONS ❑: L: dx NI ����� � ear EYwgaLn- GM b unwlry Slept Skit Stop (A) fixate IM wtlel of the septc lank. (A) Before msballabory Yam he (A) Glue Na fllw housing on me (B) Remove blank cover and pump lank filler Muting on to the outlet pipe coital pipe q necessary is Mahe sure eth NB housing (ho Ising NB fiberrecent"Mfie the repositionedsoe thefilterM hewing, trading sum tlm fides moveance Ind tank for ram:dgely propxry Signedadd maintenance and seMte pletely lnserletlmMe Mwirq MAINTENANCE INSTRUCTIONS I L): If i e � JI\ Slip f: Stop Step J: Lomte the order of the septic lank (A) Remove lank cover and pump (A) Insert the filter bill back it necessary into the the housing making sure • • • `, (B) Pull he filter out ehe housing the fans properly allghea (C) Put to Add over Me septc tank and completely inserted USE RUB9ER GLOVES Mahe sure all solMe fall back Into the (B)Replarampbc an cover WHEN CLEANING FILTER septic tank INSTALLATION PL- 251PL-625 FILONS TER PL-1221PL-5251PL425 FEATURES 8 BENEFITS I t t The PL-12DPL-525I625 Effluent Filter should operate efficiently for several years under normal conditions before requiring cleaning. It is recommended that the filter be cleaned every time the tank is pumped or at least every three years If Me Installed bitter contains an optional alarm, the owner will be notified by an alarm when the filter needs servicing Servicing should be done by a admitted septic tank pumper or installer RECOMMENDED PRODUCTS - 0 it L�. P� Risers S Riser Covers Extend aLok- Polylok users bring your Poll Extend 8 Lok'° septa lank rover to grand is a simple, easy to use This allows locating and solution that can extend your then easier the inlet or outlet pipe a and andping time saving by ellmF make niter and/or collie noting digging to loin lank Inuallallon a snap entrance Fits 3-and 4"pipe Features & Benefits: e Rated for 10.000 GPD e PL-122 =122 Linear Feet of 11164 Filtration PL-525 = 525 Linear Feet of 1118* Filtration PL-625 = 625 Linear Feet of 1132' Filtration e Accepts 4' and 6' SCHD 40 pope e Built in Gas Deflector *Automatic SIMI Bell when Filter is Removed e Alarm Assa saibAily s Accepts PVC Extension Handle Poll PVC Fliter win Riser Safety Scrill Fear Alarm Panel and Father< safety screens spareness Confirol prevent tragic accidents Switch from happening by children Poll filter alarm panels and pets failing Into open and vendors provid a visual expire tank entrances and audible nottleation of impending titer and tank Fora full list of Polylok products please visit our web site at: www.polylok.com Polylok, Inc. 3Polar Blvd Wallingford CT 06492 Toll Free 877765.9566 Fax 203.2848614 www poll corn POWTS OWNER'S MANUAL So MANAGEMENT PLAN Pam or 1" 5"MIN sFEaRCATIONs Dwnm DCCI INVESTMENTS seen= Tank Capacity 1000 M ONA Pmnar sron= Tank Menomonee WIESER GNA DEyON PANaxETst6 Emaa Flom MMmwww POLY LOCK a NA Nl W Mr s 3 D NA E}Mwn FNw MMN 525 O NA NunM of Public FatB'm' Unba ONA pump Tank (Useful QDD N OHA Eamnm Now Immi 300 we P,mp Tnk Mmnrn WIESER 0NA pawn now lmwl. IEaOwsM. 1 s 45) wa Pump Mnuranmw OOULD$ 0NA mll AppG mNMe 6 welfidayoufto Pump Morel EP05 oku WUmWKlrMuem/Efrlumt OueAry MorMM avuh%' Rebeaenmt Una OIW Fats, Oil 6 &me 6001 90 mpM1 O EanG/Amvel Farm D Pan FIMn NOMemlcal Oxygen Demand l 91 930 mgl ONA OMeGnIUl Aertbn 0WaMeOb Tmtl Sum,mom Eager iT66) el50 mpIL 0DwMecomn OONm: Pmtretltl Effluent OutlM MmntnNavmme Dupmaal Calls l aNA Birmesmcel Oxygen Demand IBODe 90 M& D IrvGrpunb I grMNI 0In-3rrvmd Ipmnurl I Total 6urpeMab 6olltle (T66 90 mplL p NA 0 At-Greea O Mound Fuel Cemorm m50"olc meeml 510• corn mml 0 Deo-ure o otmr, Maximum Effluent Perl 66a Yen die 0 NA Oren 0 NA aMr, O NA �iB° O NA Velum, unical for dome" wmrwmr and I am, tank rmum Chh,D NA 6CNEDUIE SeMw Evant SeMn Fnmsenry Inapxl mMleon of wklm ar Inen once eery. 3 m al IMetlmum 3 nmal 0 NA PUMP me eonrxrta at tanklal m alWpe are ¢omen abuse s one trust .I of tank vmYnn o w Harbor elparen orAr 1. an race avry yal tmN 3 3 G, di o NA cam, Nrluem fine A km ulna evw 1.1 U NA "I trump,pump Formed a alone At Ism was, vary 0 0 Wviff o w Pme kwunch,n Atbmonce my' 10 mnr li oxn ' Al rem onp..awr °in" o xA MAINTENANCE INST CnONS mepecnane of torte and mopes "Is shell be made by en nam ml M mme me of Me 1Wowbp Ilnmaw er cmtnkanons. Mans PlumGp Menw Plumber Amtrinetl 6rwar, POWt3 Impenc[ PONTS Mamtunep EmMi a SeMCMp Dpernm Tank Inspection mum Include a Neutl barroom of tree tanklel to Identify try mealnM or Woken hardware. IdnrtXy am blacks or leeks, n Me volum of mnbinei sludge and a ere to amok lotmy beck u n the ground suan The do ual celllel Mail be exempt Immured to armed Me eNlunm IevW A the oMsvnioo pip" and to chink for my pmding of effluent on the ground sua¢e The pending M wi lmot on the ground u f... may ind¢sM a falling coMMon and rem4n Me mmtlWe nwMcmmn M the III mpulemry eu1AmTy, Man Me eombinM rtcunnundor, of eludm and scum In any tank equals menti ed IKI or more Of Me tank voluee, the emha froments of Me tank shell as removad by a Sapuge football OPoMMr, and dNposM of In accomenm wM ehmtw NA 113, Wimmeen AdminlsmMlvr Code All other ean¢m, Including An net IlmlMd M the mrvkmg M affluent nhsq mmrmF or maximizm componmM, prmasbn ,,no and any sm,16,0 an ImweM of 513 rmmhs, shall be peaormad by a mri PDWTS alumamn A IF reran shell be pmvMea to the III regulatory aaMerm want 10 done of compleMon M my were eyga ova, Zit So START UP AND OPERATION For new .... nu m, prior to use o1 Ne P IATS check veamarn tanklsl for me weamce of pembog Wetllwv or When cheminN mx may Impaea the mearnim,t prow, and/or amnaae Me Uiepmael Pi l It high aonnmrwone me aamnmtl have me emnms of Use tank/,/ mmovetl by a aeptpe eaybol opa prior to uu. syar start up smu not occur Mensoli eomdmans am fmaen at Us Umi surface. During power outages pump txks mw fig Wove nDr ll hiahwe kvela What. mwar Ia raswrad ma pc wartewrtar wnl bit alechngetl to the dupmaal Italian m me large dose, wherioading Cie cNllal and row mealy in lye backup or surface discharge of ,Umot To avoid This situation have the contents an me pump tank remved by a waste9e Snvimna Opmelor Pra to Intel poww to the effluent puree or conron a Plum r a POWTS Mentmnar M ea®rt in manually operating me pump contmb m mstme maul levels within Me pump risk Do not driw or park moichas ova, inks and class el aril, Do not drive or park wl w oMerwrw tlwruh or mmmmC me mas w,mm Ifi fact down slope a any mound or at grade All absorption area Reduction or eLmmanon of ma following from We wastewater saym may rmprwe the pwfommm and pml rg the life of the POWTSantiblospon baby wark. both, gamble bus conbem a: moo n, Ni flood diadem fat foundation cleancleanPump pump) water, From and vegetable peahngsn gaolmq grease, haNlndR, merest across; morda,mort, all, ermine promma: pa cOn, amNar, napkin, tam al and worker seMna barn, ABANDONMENT When me Mil Earle emit/ors pwmarimtly taken out of for lce ma folbwnp steps iM1tll be taken to mama qx the system u properly and vbly ebaMDned n mmpbance with chapter Comm 83 33, Whom,, Admmbtrat" Code. e Al plpeng to tanks and she shall be dieconnePM only the abendonetl pipe discharge sealed. e The mmrms of ell tanks and Pita shall be removed and properly disposed of by a Septe s, ServlcMg Operator. After pumping, of tanks and pits shall be excavalJ and removed or that coven mmwad and fine mad space Mlei with All, Armed or another Inert and mm mild CONTINGENCY PLAN If the POINTS lane and cal be mpm,ed the following immures his bAn. Inman be taken, on pmvka a code compllam rxlaommal wstmn' 0 A suitable replacanwr me, has bean evaluated and may be ui l fen the location of a replemmem fig absorption a/stem. The replecemem win should be woweem from d4 urbane and corchou run and should not be mfnnaed upon W mretl ammi Imm wismg add proposed adunure, lot IMes and wells. FNlure to pmmm me mplawmad area will :nb in the mxb for a new sall and cute evddiamn to eataMlm a mwtable rmlaoemant "am Re blearmi lun end mast dimply with me rules N eHem at mM nma 0 A suhabb replacement en available due to wmack rdl Sol Ilmambona Eal advances In FORATS // ImIl aY a holding tank may be momirl ea a last vort to replace the filled PoWl jl�' alu e ar 1RD1{IHTfEm Fu Q. hl (-0NSTXUC-TONmrk ❑ Mountl and et -Brads still artificial sy, w , may he rxmsmnW in plea following remi of the blame[ or me Infiltrative Surface Raconabuamn, of such systems must comply with me miss in afM1R of mM time «WARMNG» SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN IETXAL GAMI ANDIOR INSUF IENT OXYGEN DO NOT &fl'ER A SEPTC. PUMP OR OTHAR IREATMHiT TANK UNDER ANY CIRCUMSTANCES DEATH MAY RESULT RESCUE OF A POISON FROM THE INTERIOR OF A TANK MAY RE DIFFICULT OR IMPOSSIBLE POWR INSTAGIER POW MAINTAINER Name COUNTRYSIDE PLG AND HEATING Name I PAUL R KOEHLER Phpna 715-246-2660 Ronal 715-246-2660 SEPTAGE SERVICING OPERATOR PUMPEPI LOCAL IMOULATORY AUTHORITY Nam. POWERS SEPTIC SERVICE Name S C 1 2gtllU Pines, ]1541]1429 Phone—llS-3edo— !0 7J The docwum wa, dnhW 11 c imPiill wM chap" Cemm 83.211Almnllmam.and 83 coil (21 lk in, wamuin Advnsven+e Cede ST. MOM COONI'V SEPTIC TANK MAAITFNANCE AGREEAffiNP AND OWNEESNIPCEI(TffIC MNFORM Ow toccsr DCCI Investmerb LLC M luN A64u{PO DOXG New Richmond WI 5a01T Rvpvry Ahher ¢¢xlWth Ave IVmlflulm puuel lm Plme¢l IDWgnpIW W mwwW Wu) CiVSua_._ New Richmond Penal WeoM1fiudon Number pending LEGAL DRSCRR'1'ION Pmpmy l,oceean Sf ,is, IVG V.., 9ec /? T 10NR W, Town of Richmond 9uba,ms,un Plat Waters Edge Flnst Addmon ,Lvtg56 Cetlified Survey M¢pq Volume ,Pegeq__ Wemnty Need *f m20PnVolume ,PWAl Spec Mwe Oyn®w Im lws ibn119ab1e®yn ]m Impmpvuw W melntnenceof yaur[rylicryvhm mWE rcm4m iu pmnamrtfulurt to nrAb xwee Fencer u ufpmpv.{ow Ne npYCYvkervym,<eYm.m o,¢r, Jox*46Yalimuee p,anper. WMpc pm irw M <ymm,4v,ertn J,e MnimalMe mplkWn mgmLe von tlirpW rynem Owt rWtm,v ,mpmueelmmrt p.,mW b,1Os. s{s sXD mew m.pn,�i. s.O�u room smlun omwon. IL<pcpmyn,riee.g,eumavNnnm 9. Clv Ceunryplrmep e: ]Henn, p,pmbnem veWatiw lmm.uµed by ue orovma bra mN<, plumbv�i^em<rrr,euplumM.,amac vlmbe, ee. bwx.^ pump,, mm s Jw ell Ne e+ou d,ci mt r penfer msum e,emg wrdlnm e.d w(2) 011 I ,d Pumping of wm,m,yt ae,epri, ,e km dw ie3 full of,lcagge,, IMe,n, we,menN �n.. n.e a, mu., mgw„m,ne me eg,« m mimm�m, mi.rn,,..m enm,.I.rnm,.im m< emaera, m, rm,n.ner<imn r,Im ll<pmm<„urs.rm Aoa Pmne,mw smnm,eW �h<Ilep.mmr urs�.n..lgm,u,<e. m,. ufwn< ,,. e<mam, nnpnn mpn<gmmnm L<mm nir,W mnnxmrpleme.m mnm..emco se em,e Cawy Plennrry A lury e{ IlepeMen, xTAin Jn JM pr Ne nuc yev egwaoe ave ore <meHu,er.0 rn,mn.m m.mh rmm.m n,mm me�enfmrrumwwmp. I., mmm. u. u.m,(.lurme pnpmryb TW.My byNmv ofcmmeryeeNrnaeM to Repo efCxeed9m. Number Pdmome _ LfjL/2Q2O 910 AW ANT(S) DATE "'Ass Inl,enctim met it mlrrtpuentd my mmlt k tic uoibry poorest IMSMI by th, PWNnp! Toeicp gepmlmem."' Im'loe, x'M,hi, pplilw,, a rt,oNW wrmecry ems 11106 Rapbr MOed, Office, me a mpy of as "I sense cup if ,e<mm i, m.ee m me .r.,mn y ems MV.ou121 W1000/600-MR IANK SPECIFICATIONS z pYEX9CNS Y ♦ CAS7-MY4 *N 11/R' BOTTOM. Y - _ - Dow+. s n .\MANHOLE. zA' 10 PIEOMT c EM RISEN HEIGHT 691/1' R OWN. 7._0. L BELOW INLET 57- AND IY.YO lHs \ d INLETAND Wner -9 CPSi-4-BE4L BCOi CR EQUAL GASKET r WET AND OUTLET 01 AND HLMT MSCONSN. SEE DETAIL 00 R o G (ONO STATES 3E CHANT) W A UWB CAPACITY 1961 GALAN SOTC) ~ N IUBEY 118E GALAN (wuP) ¢ t mnww DONN B'-o- uxsANlurcD sec C TASK CAN BE USED AS BI A� 1£NT SPTC/SEPTC YPTC/WMP, Nry oB SEnncryPHa W o I� TANK Wwt NIEp1Ssin)XD9/O (NO I ER) N � W _ --- srO WTAWSTAxxs FOR TAWS caxTAar METER coxcNEre m � � WSTw l RENEAM BY S PuuP ca. REAEM DARE ED. i M DRAWINGS APPROVAL �O FOR APPROVAL TANKS ME MANUFACTURED TO MEET CP EN® ASM C-I L') REW RENENiS ff,,, ~•` Oev.NMld J2025 1: 6M 9 S�ILNE EVALUATION REPORT lop I m 3 x Y FlOkAmtlSrvlO'0 6Tmtl&X].OA. N[ y-r mmoR6.bVol mglr rpbuwnVol ll'utwein ew > RCNR wa u]e.M MWnWb wMaI.NIn4u:bin4ena 4am IPN1�<�wYb��l abw ovlaa J.reubn..nvNmow. wtl H9bnsM b M1IMtP PluxplRl Nlhdomatla. NrMm1 pY Vol rypMb� m.v�0'mWla.• IN6A1 =D 1 =,.. Pccl laweam1JC y,4=lblla BEIN.NEIN. 813.130N. P1BW _— - — P:=RYIr o::.n bbRro reR.wwe IWMV,,V 150s Mn B5 _Y Nw WMd tK.'NrlMmaM WI6N112 613 EBW3M M]ubd IIHIN..N ©Wv Ur �' RW:YIIN:nbaYtrmw . CeYCwMMReYn4nw _ 600 tl9 ❑M1}Hmm ['. Pueaminwal.croY — _ Rawemo,00 ClYAl1M I(_iwrylGRnM B��lmnl _._ _ ibIgW YMbnYMSve. a8 4 Avh4Rbb RVfi baYlwt.nwtl qYn fbb/Ib4rYMN101.H' Ap N.wlem W �mAY '�Rp Oly wioai,ow IOIM It Ow. bYlw'yYW 55 6elMNnleY :` Oulmw PtivWelin i]aEw MUYe CaRYM Bv:dory R O.M 1�1 q: 5tq:lGmi 66v@.1410 1 613 lglyJMflmo_. C 2FX _ mh as M O6 10 3 15M 10. 4 nvle 9 3mPk nM/ As IN 06 10 3 36 IORSH i love loon. WO ml - 0.7 16 4 n 3655 1M mr 9105' 05 wl — 03 16 5 SSB1 IPR4I3 $Nbe mnfbt — — — 0.7 1.6 n2 YNR U' Gmmlwwnv 93.W R ORNbYnK 43 ak'N, ShcygYbnRW Nwm:' plop ] WWmldb Ma R.aKlmn .!r Beu4. f Yma Caugq 6� W. BC Corf Wu &ftft out, owl 1 612 Iq]3/3 ANW 9y 2RY ^aN as M 16 to 2 3333 11 4 naw I pN bRfk mM Vol IN Ob to 3 ll 3 1g 4 Vow ff� 0W ml o — 0.> i6 -. 4 J 43 M IOvrBl2 Al I ft of 0.1 05 •EIRwYM •B�Oa 90�T6nµWILS �AelW myl 'EIIIwmG•BO�Sb:gM1lnG l%19Y:rpt csom.rvwr:w 61mWa._% Twm®J &hnM ry AJLw BUNMp Ren Twry.lne Wall dlI- Nn WW 1%5 ]2g6t NwPN:m'nE. WI YYI] L1=m f FnAygAy r091meID0m�_11L mwal l]t.._—.. ____.__ p.Y.la3 1 aonwx e.nnp 6 +d pn cmpbmmo.L. _..- apu mumnronm n 6LmL nMglma� Twig,At vwm wxn.Mwm I 0tlm0.ewWM ms<ma rm i ewmw ue.. sn . aew.b.v _opax 1 o-l] IOY 313 11W HOe LrcEk _ imb wM1 mk mk mM1 mN .i 1 xN 0.6 110 pv iv 0.6 10 i l 27 1"14 Mne Y — Qx — 0.6 LO 3 n.>e 1Up16 mx py II a — — M 0.] 4 36171 ),6M/6 igl2 0q 0 1mLk Om. — 01 0.6 5 nd9 :r 4 mdEiAN6 ❑6NVt OAS L fM[utl.ub Mr L b4nb WiV cotiat--At WIMelwMwk GM OmAvard h Y.W PtlaUapin O..6r.CanCw LW.. AWn FYI LW. 6ftw OMT IMmi T � ❑M19t SIN cwtlwb.lw— A Ggnb Figb/ _ 6Lw>• pIWLLm win CMe amt—Caw M1Y. Rw{sn' ieYw M W N.SA CM Cw:I M&.M 6wMrl 6pOR T✓F `E rn pI � M'. 3O<320 ML And MIS OD!IM mp0. -Emu.M tl•ECOe c xi ,Mdi66,� MA 'IMOepulmewollbwmwa nen yuYoppeMumryfmlaprovlW ctlemployv Ifywrvtl wif4smomx+emleww mW AAMeW In en ellems¢krwet pksttmn d IM 4penu mlY WB 3683131 or r1 01.M1 77 5nA,,u M me emneena e.: � Mvny TIwvmm nsonsyb CST Inc.4Acd, Isosowemaea WL 1 rbNeJ NAmT,l u1439 aty 51e. 1]M Rey 63.- .✓L ses vall.yv rail Gb. sun. rYRtl� wlSplr buMMtw15102s ywr:»sj taremo� saea..v�er _. w.p. we.\a.ee•. kax x BLINMBINSY3'EfON RIM' � ■ReIHPo PH _ �— Tnxiieki0� RkYnxMiarvevYyy3t Clale Useh. WTogb :I ♦ aenM Marb 100.0WTope 11IP aMI CoMUH \_ p Rspc Ae 3'EI 95 sH•rep N+11t 81.iI (tmd�ll' \ awP.y=+ex. er�aL7+^=aW - 1 m N Z6 �t2 --4,'`,� f-p'1'si �r v Ltr7 °'-c -- WATERS EDGE FIRST ADDITION I _ i I r -.-. . ,.. --w w€ 1 .1 - wn*rns eoa yes. nomnau � -gq= - — MDIW SIN WW PN��' 1n .1- .e N.�iGE «oN z Sari quo _ _o_.ex ME ozez-sea-sr< a- J a OF OF OF OF IF OF .. mfS a s, ammo i / /d OF ISM it"'.IV Fr.TIINPCDM I IQ Pr I y / ID SRT-NOS PoR CONsritumON 3-5 sosialsss ssssasm oats-W-91Z 53NOH X99939 5 C o.mu Pit, a WATERS EDGE FIRST ADDITION �� m _ .� low ::arym... -s s k .ry i 5 \ krrWill MTl ',l fir_Moo wool LOTV lmmo Leo 9s � `�. \ LOT y TOTAI AREA ` • 4 sv ten. ro� ", i 'orxi ,sos,., Lms1 16[Zf M ss. s Leo-se<o ._..,, MAY oepam mm 6almyantl 18 -"sue"w ulwu ow, 95 We mm Cm Prdasaanal a CST-.idae-oa9 NesdaS Ppa 1 of 3 6tlaMa Tw am Amn n mprywM WNan B% nine ew. PW mW mnpb r 11 tl CawN aCal (WI, d�M am PwM10 / . O� 2�Oii-al e_OP dimensionsrNpnl .e�me mys Immery 10na lmM nMn wrw and del W Mhematlon. nwawl�A CY soma nrmvm v 4roamywWSIRrvW1r a wm�'w %[paryLauLn 0CCIInae¢enel LLC Good L SEI/4 ollS12T30N. RIM Mw Ld. a smd 1deal.... 505 Nwy es deaA E,sen IS Wa1ione we Fnal Addition cm Zri Pm. um , G!/ VMaw TorNomestN oom � l New Fachno R¢Fmontl I I%TIAve Nw Cemm�ab on �, rrm r ,nnm. 4 Cache domed men Sam me, Sao GPG _ Iom re mead pa I, Replremem pwaewmmmem.I. Mob .y& Pemll mbXvl Gleoal THI (PmeryLmlmeY Sandy Lwm) _ pqy geaebve4an.kapgiueb W26 a Calml mnml Areas is wilY4 b a AjG w M3lw muN eryMn Gxdwr Wwey ealf841a101.N' SAYedawle lb%. am r.wmr.mwwm ��wa "%w IO164 GrwM wrbseW 6 pqn to bnAvq bya _ 55 Sy HgYyAyl qay nR IY>wn M1 LWnaum Cebr Rtiv Mo{Nr Ti SMtlure CmxMwa a+uMary _ _GFG11r Munxr Gr ea Slr 1 0-15 10yr3/3 1526 ' 10/NH 2636 IOyr5/4 N 2RNr mNr M 06 wriff_ 4 2msNk mvh M IN Ob_ 1 1wre g,lrm Ow OT 1.0 1.0 _.- 1.6 2 3 4 3fii5 IPyrs/6 as noane 9r' Gs9 ml — 0.7 1.6 IO 3 NorEsinne - Comemod OJ 16 F-2]a 99.64 43, Pew mob wrW.l.v a cepna erargrm an IapwaYorl Ren Nodded Oetq Coal RW,p eWn 4auSae Baav i NameEwr r I Plasmas Se COM. b CuCla= W 1 012 101m]/3 _ gal 2m¢ mNr 0.6 1.0 _nom 1 rcne maM1 W Tell 2 1233 ileme 1 2msdr 06 ! 10 llwc ml a — 3 2343 i 101 9rms Oy 0.2 16 n✓I — -- 4 43 R 2 lana aftam 02 0.5 1 'Em, el. eooa, m<yp nayLWTs <159my1 'E6kb4R•B00a<mrrgtwNTSS.mmyl al CST m. ma.w lr.al anew /'CST sk,wid, Tnpnael $Umm �oodd 2P4ze .= soa crmrco,nm TMwo desda l 15p512ms Nn Rpmuq, vn san 2/LI/dtN TISTB6IW6 vmy,yMM, LQ]IM b,lEn6 uc RwIIGY�4+ veyv. i n, 3 �m,.y Gwmamlmaam 9aa rt upnnlmo-y eao,_ 47 M sw�pw.M+n fY{N M1n.r4Ltln EYY RgvGVSe*, Tu S6,�r faiWMu 9wNery _ _ W L Can. Ccb, G Sa_ Sn 1 0.13 IDy, i 13 ii 1"14 3 bde 10yM/b q 3SA7 JSMX mk 9 3f5dt 9 Ln#k g,A 1m#k mh mh 9p M - 0.6 1.0 1N 0.6 1.0 mh 9w 0.6 1.0 mm gM 1n m0 0.4 0.7 5 47 q N4/4 miE J.51 6 J.5p4'i 9 ft mll — — O.E 0.6 ❑BUMr n Veil aM GrcuM aunue ebv X NpIX bIMh91E[b, ��ny GpIX In nM Cob, MuneNl RMm N"IIPIgn' a Gu 6Y Oom Colo, 5 S M G, 4 36 nLery _ � 'Eml 'flm i J7 _TI GmM aurEa ENv ft CepIX IO NmXNylEtlo, In ee{y0e nRW Yap[n Dplli WnecMGb, In Mnatll RMm Guulplbn W & Cml Cob Te E un b Si 51, RWA P<unnry Rxb OP0.M 'EIMeMrt=�Gya Yl<}p „yy yq}g5 ag:<ISOngI 'EIMnG=NOyS}1npLwtliSS=]Onpl Tn lkpNment ofCwmmva ism µwl oppnuniry xrv,eagwiMwdempinytt IfYuu ued aviLaxxmarunrnkesa, neoi me,ennl loan nlnmem:immY. Olanse[onlx,Ne depvPi[n5ub'B.-ib5151 m 1TY W63WFIit y y Par jar � � \ Pwesar3 c refit & ce tomann.a ra.: PlornasI fYUS 114S NYn! VR05Hwp lsenq LLC TMmae J SGmiX, CST RR>4RB PAEma New Rwy 65 585 Fsom. MTreil CIry, 51e1e, Zip New ghemaea, W14010 Shone; 715 5fBR5 �` 1� f110na: ]15 19]1 1, R /d y Subdivision 1,10 Water Ro b AJtl'o sgn.un Lot W. 56 \ Lepel CeNnounti SEIM NE 114 hm,md T512 ,,hip, RI OW Cw Bench epX TM'MYq,CWMy. Ri[Ymwtl iow.shlR SYCMaConnly ♦Xnnch Wrk1E113W arTOp pil llY Soil Cont \ p Slo 16 R fl 9B.B4' Top W t 1?' SbN COM1�X \ li Sbpa .14V - Sine 1"=40' S \ RI\ V' [atn GLvI de $� -- WATERS EDGE FIRST ADDITION \ I . s I IS F- 51 ,.,.,, t. �s I WATERS EIX RRST 7M FlH1L FUi