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HomeMy WebLinkAbout032-1066-40-125 EXPIREDmr IN eullain onnlen min ^" PRIVATE SEWAGE SYSTEM comb St.CFOI% INSPECTION REPORT wrpmm�xa 624977 GENERAL INFORMATION (ATTACH TOO PEFMIT) wnmrc wm+el^n✓aw L.W asw nxmll Louis Germain eeeoe e..wq rm TOWN OF SOMERSET E, D32-108H<0.125 24.31.19.329A-15 TANK INFORMATION ELEVATION DATA MMUFACMRER CAPACIN STATION IS NO FS ELEV SeNltl ctlmaIX DoonR All SM O'l Bldg Sewer Bowing Suw min TANK SETBACK INFORMATION suw outln TANK TO PA WELL imwln ROAD Ol Intel SCSIOl Bpllo-n Cw^3 NeeMRpn Pal RP HWlrp Bin syMm PUMPISIPHON INFORMATION Inn Brae, MenuraNum, D,m,d IGPM St Cwer Modalbar DH uPIFS,flm Lnee SMem Need IDN R me. Lengm om 11mwa UNIT pil SOIL COVER un SoNS's only n Naund Or At -Grade 8ynam¢ Only wpn ON, wMaw smU .min e.e ura w r dm.r rere e u yin r] % 1.1 r.r U xo COMMENTS ' prelude coaeaNaepencies. pencnspreum,eml Inspector pr Inepamm Mt Lapatlen421 Xµry 35 1 IAT BM cevnpam = 21 Sol saw, byln Berl u veeAd, ldd elmlm inn 1 1 SPD6ea1x 5471 w, Ime¢vasgrwn fw lw -`••• , SM�Yori AvWU� 1YpE MM . Mms. Ylbmr-Nm6aRmnlbl.MCo.1 PEkIx 1W son 5]Ni-i18RrMO M,'A of 2o20 -Sanitrdy-Per [i[cati APplimNr S�TmsmNdv � .... xmaa.e.N56.as5.y.16L: e.naameofm�mnmmw�n+m�l w.a IrlwnmmLm��^a Nr pp W1e ql'n rarvr i1 Y�onm o rybunrror an` 20* ITS°\Irzp as, nai lthelnv 15W1 m yeMo. L l.formmw-pYafe YHm AllbbrmalW pnNO)3-Ip61.fU1W A�wrY0.m)nm. �. \r Slrt rS M fty Ovrncrl Mul^Y AMM, amR.Y luuiw pall 14PWb55 Lal 2 0Y NwN S ,MrWl Ne �1 1N R19E ^fig Il Rrye of BumaY WxY tlI W[yrpyl ®1w E really `nx- eabe of6Oo� OS'Y SYWn I"Nm ❑wu.A.ww.ervY-ome,Ml pcber ❑sm. o.rm-u.mrc u: ❑vswm -. N.ma.r(I'.I.so ,6 %c: 1o4t8f ®ioxn orwmm lay ofP W. l]rvY u.n nne Yaa o. lutA coe YY u.pa Rt ImOk .m .❑T x.w.wmw l "anfTmLe®rnro gw1 ❑L uPne,.wum.ICmn meYn p,w. rn oenndTmKmNnmwst Wewlawle.a. Nuwnbvi er lv r of P"s aemrcoa pclmCe\+u cll«x Yl mu ❑rmmw+mamcmw ❑AI ❑M,.ma,ua umimkmu ❑Mwm.umeramme mil s Hm x0le piWm Oster nxNrsYfimWimrlemlem ❑Reuewrsnl is rWmm V. Vfml.m Arm lelor.oW tW'o oymmaMl aoµy Lq.rw.Amxrpemm wm.a,w mpsfm sTa.x.miy 450 �'(�n 900 900 for v(. r..x mla c� . Pd�lek-R:iTttp"" Gala "^hksT� ad gg $$ H9 a tmr ( V i $ &Vp,w IOLO Im I ear Conm¢ r m 650 WO IW2arf.nnue¢ VIL mIEIIXy SbbmmF l,ILe aah oe6aueee WtlYb brlmYWtlmoftle NlM'Iirm.axlYeYeeLNµm PL6A3NmAmr emmr� N mmY++NexfAuq ronsswm. f/4, ns>maee HumRn nmmr Lt 4c1y 4ue,Zm1 5%Valley Vlem Tre, , 4W1=5 V IIL fame wi Vee Oo �AWmeN ❑be I NIlS �_ n! 8» T-0ID x co.axwa rpm.��.�.. l.b.a..r.m.el3}At� U{{{{{GGGGG LHP-7o:O-04R' ear VSTEM W+b'E YAi� J- . ppppeeYYyy p o.Mn jpplkhnk eRuenl fi[deM a�nYrR�o )e^p'• eiaperxl mll mus:M lerv¢e01u�nN NN �)J LS � l.LL. �, as Rrmnugemenlplan prb'beameintained P� as per appYtabreCobe dnwaa.ammw......m e.rC0. (lC1 M �A•H� enSol o.M1M L)P15rALL {b Pr<v:de sys�a....r Ny;.w µ seowve lxmun ie M"P'zk� ayyA-. SYSTEM PLOT PLAN Germain 3 Bedroom Septic System a�+aoa. sna r•w In .drM .. m ts' � �zouiwaMa error: m°i000��sE..q+i� \ no xw. c� \ \ r °aorosEoouoawa��r^1 <,C �y � (i aaor d 1 s®xbu•esesx a�AGAP CONVENTIONAL COMPONENT DESIGN Rumerba a=plKatoo INDEX AND TITLE PAGE Project Name L Germain 3 Bedroom Septic System Owners Name Louis Germain, Jr Owner's Address 2021 Highway 35 Somerset, VA W25 Legal Description SE1/4, SW1/4,524, T31N, R19W Township Somerset County. St Croix Subdivision Name: NA Lot Number 1 Block Number Parcel I Number part of 032-1061 Plan Transaction No Page 1 Index and [Rip Page 2 Plot Plan Page 3 Plot Plan L100 Page Septic Tank& Dose SpecifiranOns Page Effluent Filter Information Page Dose tank Cross Section page ] Pump specifications & Curve Page System Suring &Cross 5ettion Page EZ Flow Information Page 10 Management and contingency plan Page 11 Septic Tank Maintenance Agreement Page12 Warranty Deed Page 13 CSM or Plat Attachment Soil E,oluallon Report Designer John Schmitt Licnese Number. WAS 2237W Date 8/31/2020 Phone Number 715-70-MG ,�/ Signature G7Zt/G� (Ground Soll Absorption Component Manual Version 2 05BD-10705-P IN 01MA) po 1 SYSTEM ewmLAN Gembm a OT PPSeptic System A m Im wm 0 na}Vxm W T2 tea 90 S40 9u"e .µ"t «u f me. ° .. / Fa E rk r '"0 VPoIpSEppfllVfW � 1` � ' .ten• I 1 s®wucsssn SYSTEM PLOT PLAN Germain 3 Bedroom Septic System Palwmm® z GM\eymem A W Pe. M.�.u�nsm%swma s®b r=1sa GMoo 01 Too \}� a..w .mx. BM: GpnW 0 BMFb.+ n } SKKe GnJIanIWTeAtl Ma 30 se nmNIP ramm[w+mev on e M \ WLP1000/650—MR TANK SPECIFICATIONS g a ALL, r cAs-A-SEAL �1a-D'� uwBxs. CAST -.-SEAL ro� ss _ _-{IXE 2� ID PANI NXWETE MUER BEGET SEIjA- DENCTIN 11•-2- RIDTXr-v D�x'�WO as T n [ , INLET AND OUTLET ' o 11 PL ER OR TQ'r-A-Mk- BO]r OR EW0. GASKET o _ MET AND Wr1Ei &LE AW FILTER MSCWX. SE 900 f w SiAl6 SEE CHART) W y, UWD CAPACITY26]R CM/W (SEPnc) W £ O DO GALAIN (PUMP) iW NEW LOAUNG MUM, 6'-0- UNSANRALED Sqt rµ®= m X E USED AS O9 a SEPTCASFPTC SEPRCAPUUP. w CR SEPTCANPNM 3 n +� VENT COVER- MIX MUM 0(XO DEER) v � o )a N TANK. W X BEGUN n0 (STRUcnRAU DYE) L"GINNIE H m CVSTM aD TANKS TO' L WS1TAxxs c&xrAcr wEYR cWa+Es INIFr _ OUTLET AT 1_I TIE z S RENEWED &rEM$ F PUMP PAD RE'R DAM nF �rEt [DPLAWINGS eYSUBMITTED s� FOR APPROVAL AN LAMMED AMENT AMENNAL TAMES AY MANUFACTURED TO MEET CAN ELCEED ASIM C-1227 REWNPIENIS �N 1 max.:� 1`4626 Effluent Filter PL525 Filter Me P4525 Filter is rated for IdOW GPD (gallom per day) making it one of the largest filters in im class It ties 525Immar fat of 1/16" filrcanon don; Like the Polylok P413$ the ledylok P1,525 has an numerous ahuroH bell uvstined with every filter knew thefilter a remmed for clverimg, the ball will float up and temporary shut at the system so theefenent won't leave the me, Features 1/16" Filtration Slats • Britoil for 10.000 GPO (follow; per day) 10,000 GPD (OpNoiu) • SR5 term feet of 3/lY filtration rv� AnePts I- PVC • Accepts 4" and b" KHD 40 pipe emmonnentlk • Built in gas defence • Automatic shut-off ball when filter is removed] died far • Alarm accessilhhty tritium • Accepk PVC corrosion handle Pl, 25 fioull,h m Ideal for residential and commercial waste flows up to m PS,"ilit 10,030 galls¢ per day(GPD) rvtiol. visas 1 locate the most of the septic tank � 2 Remove the tank cover and pump wik d necessary 3 Glue the filter housing to the 4" or ty',net pure if utfowpipe the tubes B not renewed under me eaessopawg me Polylok Extend& role or river of pipe the center filter 4, power the PL525 filter into its housing court fee 5. RepUreand saute the septic taN rover ® x66uxe1 Somalia 46 PL-525 Maintenance Tile PL535 Effluent Filters will operate efficiently for several years under normal conditions before returnee cleaning It is recommended that the me, be cleaned ter( every time the tank is pumped, or at leant every three yeas if the installed h1t optimal alarm the owns will be mournmr by should alarm when the filler aonvim needs servicing Servicing shouldwhom whyaarofied end, tank pumper ver imt,11,r AwamauB 1 Locate the ended of the septic tank 3 Remove tank cwrr and when little; Gnk if fused 3 Do not vse plumbing when filterrsremoved j 4. Pull PL-325 concrete, of of fee housing 5 Hose in filter over the septic tank Make sure all solids fall hack into septic book, r— A 6 linen fle filter cartridge Wckmm Me housing making f. Ahi,m [.i.on n LA m who Ru properly argnd and complemymold wb nk7.1el&cent film sari P.wy wwta y Replace and secure septic tank cove a. fuienisi+io-li+w. arm loss camera "k. Polyok, Inc 3FaiAeld Blvd WaWngfurd, CT W92 loll Free: 877 765 9566 Fm W32808514 wvw polylok.mm Page 5 PAGE 5 OF 6 SEPTIC / PUMP TANK SPECIFICATIONS (No Scale) ni°aEa' E su IMPORTANT. P MV Orkin as nee'.xury� pursuant b SP5383 43(altg) \f CAPACRIES® aasss1T gin 0.ptk(in) Valume(gel) A 19 1 323 B 2 0 34 [Cl 5 65 D 12 20,11 _T *Pump Tank Lleuld Level38 In Force Mein Olameter = 2 in Force Mein Length = 120 fi Force Main Vold Volume = 1956 gal IG Total owe Volume DV = 104 Fib gaprkose ------ —wa --wa wknre$ Tow < ot% sessin, Mv) . Caste man arenmd wsuw l MIN PUMP DISCHARGE RATE= 20 gpm e�uin�nxnnaw PUMP -OFF ELEVATION= 73 it 72.0 h Vemcal Head= 25 e +Min Supply Head= D e + FM Faction Loss= 31 e +Filing Was'= II omen eaW �vo.T = TOTAL DYNAMIC HEAD = 28.1 11 PUMP TANK SEPTIC TANK(fa) Volume = 660 gal Total Volume = 1000 gel Manufacturer Wieser Concrete Manufacturens) Wieser Concrete Pump Matured union Zoeller Install awroved effluent filter atthe septic tank outlet Pump Model 152 _Immediately uperearn of the oump tank Inlet. ConeolslAlarm Manufacturer SUE RHOMBUSm Filter Manufacturer. PolyAok Cantrosukarm Market AB Filter Model. 525 Fbat assignee comaingto mercury are orehlhfled aae IN CONSULT FACTORY FOR ate. SPECIAL APPLICATIONS .FbMMalavbs bEupv sytlmn aea lsLLad Vy laan abm med, IeM Wle mn W I sm W es are aver ka6 b rMbakg mgeplaaagrema 6arpa rygyNd vanaole level kal swnN¢ are anlatle S Ovaknla anA E, ryde mnLo6 9eMCMAlbeaveaeelor wlEow ms'ulletlow�6ee (New 1 Hill . (NewL'Fdal C) Weald PuoletloneePurree 15 111 52H 53 So roes libad NET mim oil Lffba boom Em Lim TOTAL DYNAMIC NEADrFLOW PER MINI EFFLUENTMDC AME 1111 AT A EF"EE"I SELECTION GVIDE unraaa Na vryawas Re wveei eeinnrawNnweawweewar.,Nw.m iva mdmoaN dFwmeiArvaeam--ecs NAeMNwlrmlreleMWIOOiM]urMeeavneda9velw, yeoly EupNe Ologelndreyrm Model 151 Models 1521153 ol,T.-a�1 , e..�e.:� ILl V f�Si stNlI OPTIONAL PUMP STAND PIN 10.2411 Nal"A larl by at", - gepb2e uK a Mtlm old" I nmp - Sol Nim ml, mnsmmrve A95 NEs WrrO p'NeatlunolLazm Pwy¢ Ne aYlAy b relu Pbb b/ adilnB asMna al l %' a2- ppnB PNGeswwrelYk pump Armnnofa@s sorry do roumq am amwM A'mkna M]sEW M1m Wevutlm RESERVE POWERED DESIGN fu rmaW mY0. e,resmeaMY laL.aYrM^a rbTom Eal a every lmYa P^V a ca W.Mm m 1 o rarer w. A rare mei..e Page TYPICAL TRENCH PLAN VIEW N S le IN -GROUND DOSED -GRAVITY DISPERSAL AREA Uniform Elevation Trenches with EZ1203HP Bundles 3-ft Trench (down -sizing credit) TYPICAL TRENCH CRO55 SECTION VIEW (No Scale) OBSERVATION PIPE DEAL min rv� _ aa� T M1 r 5 bm Elrvt -,T6 Provide minimum 3R lNpr per, separationf0erumen tre urs "asTni IL X6 tvwlors�anwro„nm Pce mn�rm,ry l» 1 0 6) 4-0 PMo2ted Lateral Dypca0 a-eo R term INSTALL PER TRENCH 9 tart a,ndles®Wf Elsuupt=450 k a 0 6fl bundler; ®25N EISNunt=0 X = P,opssed ElSA Per 4erKn=450 W 10 n lMP®II (timA) — T — rAi: 30R D — — m w EZ1203H O ryp al) p tmrehimoas sne.s iKl fnED Required lnfillreOo-,Am=900 fl> DSIriI)Nnn Nladlod fl 2 trentltes = Proposed Total EISA = 900 W eroni roannad O Installation Instructions for EZfisdwa Systems in Wisconsin Wlamnsn oerso meat of commerce, Sort and Bindings Canyon has reviewed the spenllat ors and/or pens for this product and determined it to M m cwnpa nce win made Comm 92 through IW, carefu n lydmm Code, she Orapters 145 and 160 Mcorem Statutes NI sites must meet the tIug P Sa (ceneeens a Lmalmre x lossabon drstarmes as rated in Iwal regulations Toe approvM products are 1203H (&12' bonuses each The an center border in bor 10 IergMs) and 1"HP (}12. WMks who ppe in exn bopped in 5' w 10' dregs A single one uunced centers a lour nM padoal piste sun wnaop by EPS aggregate and is held spectMr war pit enders of Asiggle aggregate Whale wnlmns aggregate only all is mete tngemer who mlyenym a nedng Naler4k are! EgulgMrrt NeeaM • Ezeox 6ui • Eznoas Gerteotlle Fab¢ EIAar Inland' Rice Gapers Rod for Hraaer and Inlet • BacMnce/Erravetor InsdWe4m Nsbncbme The instructions In anstalatm of Uftery prWumis am bon, If m¢ product must ce instaeed n concerned wM slate rules dehrd a chapters Calm 32 Mlayh 84 www" M- mshabre Code. and Chamerx 145 and! 169, Mora sn sob des as shot as the IOW off depsa l3 anent desgn segment I. After Me Mrar nealM measurement has aelermrmy crag, enfiguretian, and layout for Me EZaory systems stake or man wall pant the burden of brands all say Be rueful to set tuned tamp cored ppe, made, Who or do Monsoon Ma and henm bottom operators befwe rnsob- ofim of pipe bundles. 2. Remove plssfic F3amr sMVPng rsrgs arm to pi bundles n Me too,oh(as). Remare any plasfic bags m the trerce befaae system is covered 3. TM1a product must had geofmfik fabbc that meals re- qu el of s Comm 64 30 (6) (9), Wis calm Cade notepad energy on tap of the product and examine coal along Me sdes of the product to a point at least sv inches room Me bottom of prMmt 4 Men heard n o beach tie helm should be dug evadM of 30 nmez Ths nor only ifi labor n dial on, but also concept of Idea bearing capacity attar backflltng is complete AEZAww 5 Too Pbsarpbon say (SF) necessary la a glen site shall be shop Wsee of mwlmum Maly sewage Toy Cl and Me Permmbi for ton site If cat comber is met, the EISA sling can M used an Mountain, resuarr m a 40% smaller dro nfifld. 6 plead E20mr bal in Me Hlbu anllgurebcn al pwM by system design of sµeial to Ice poticu W side The tlp or center most buMks cmtann9 q9e re lanes end to and mM an inbound ppe coupler Mr bage l sLgragsle tined bundles that may be reR+red, somi be bulled against Me other atba gdemty ban - des and da not require any pope of Lenecmrr The pep of ease GEG Minder careful a Tarr farce al menutaclurN in bebwen the rerorg and aggregab The tannic is maned ro serum oral imrusm. The installs chat ma4e ads@ the tre GEo n pwbmm right finds in contact who I layers: coral or the ardersom chin. att delete backNYng 8 The EZlbw Culmi Systems thermal be rental m a krel dealt m LI situations (MAr across end abg ac trams thal l ang should f old Ne model of tle gtwM suds aerosol held m dated), ..on au confirprous agonng latent fosia y wmMs paid w to and, Win o la WMId damnvlm ppe ndaanmdW. wad any dams, st pdwms or other cadet skps. 9 The nag top shall be sought such Mel xsb al coal pod BaIXfill oMYe ba seovof u firikked iMm mtN aHa rmpebm to induce erosion 10 Under, EP3 ounces we Mvye all ran et m mrvM fence, as may 5e nettssary to aWd hxs. Gaiters, a talent triodes I I FPS aggregate rs Fghor Man wader, Mangers, it might ad esteemed Mat reWry super forces would tend to cause Uses, stressed to float out of ground Men Pending fifficons Feld Pyane a has sham, harem, that Ma rs rot a problem Men systems haw a minimum of 6' of sal caper as recommended by mandacbu is 1200H-GEO Lis nda Page 9 PAGE 4 OF 4 In -ground Dosed -Gravity Management Plan IMPORTANT: The owner of tithe surgical dit ed-grewty system shall be responsible for its permitted operation am maintenance pursuant W requirements of SPS 381, Word Admin Coale Pursuant to SPS 38352(2), W[c Adman. Coale, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan Furthermore, all h apecdon and maintenance subsidies shall be performed by a registered POINTS Maintainer In accordance with SPS 383.52 (3), Wisc Adman Code Maximum D'apenal Area Ooeral Lanka. Design Flow= 450 god; BODa5220nnl TSS5150mgL"; FOG 530 nal Inspection Checklist INSPECT EVERY 3 YEARS o type of use aga system nuisance factors Ir a orals, ccumpurna, etc 1 • card amfdl malfunction p e, pumps, valves, switches Boats, etc I • meal fatigue (i a, leaks, brews. covered. etc) • solids volume m Averobetreatment tanks) and any distributor i mpunenance(s) (i.e., diumushon I drop lines) • neglect or improper use p e, exceeding design capadtles, prohibited deal ek 7 oextent a pending in di&nbwon cell prim to dosing dosing Irregummies - if applicable (I e, pump remycbng, boat swltM servings, ate) • electdwl components - if applicable p a,wbmg, conoecdons, swncnes, coupon, fares aarms, etc) distributed lateral or lateral warn plugging (measure lalenl dlatal preswre — compare to decal specification) c surface discharge of effluent or sewage bad -up Into structure served Maintenance Checklid MAINTAIN EVERY 3 YEARS (or when necessary) o Septic and dose tubes) shall be pumped by a comfort severe servicong operator licensed under s. 28148 sets Stim when the volume of wilds In Me [ankle) exceeds onHMN (113) the liquid volume of the real or as required W local ordinance Deli of contents shall be pursuant to NR 113, years, Adman. Cope o Effluent gltxls) shall be Inspected every 3 years and shall be cleaned when necessary to remme any accumulated solds according tomanufacturafssprdflptlors AservicmgpanodvallaNraysbegnsid an12 menthe System maintenance reports shall be aubmlR¢d W the proper local government unit In accordance with SPS 383.55 Video. Adman. Code. Report any component failure or mutunction to. Name a individual or company John Schmitt phone 715-760-0486 Local government unit St. Croix County Community Development phone 715-386A680 Local government meamrees 1101 Carmichael Road, Hudson, WI zip 54025 Any defective pan ofthis system shall be repaned, replaced, or removed pursuant to SPS 383 51 (1), Wlec. Adman Code. Repair or replacement of failed or mabundrum mg components shall comply with SPS 383, Wise Ad min Code No prod cut for chemval or physical restorstwn of the POWTS may he used unless approved by the department in accordance with SPS 384. Wise Adman Code Contingency ency Plan In the event that any failed treatment component of this PORTS cannot be refedn" it shall be replaced pursuant a plan submitted to the appropriate agency for review and approval. Afailed en -ground concerned component may be abandoned and replaced by a ode -complying dispersal component in a pre -determined area of suitable solle Svstem Abandonment If use of this FOWTS Is discontinued, it shall be abandoned in accordance with SPS 383 33, Wlsc Adman Cope �+ OOCOMEW NO 14%l73. N Or MAP, +w 9r i. � � uesu.en FreF uw�uw wwee F+.w.�fwm�eFa +m� ✓n��N4•Ntr�e� GwneriBuym n. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Louis Germain, Jr. Melling Addmgg 2021 Highway 35, Somerset, WI 54025 Pmpi Address 2001 72nd Streets. (Vmficw miurryd fiom Plumin8 Q lumm80eWment for iewcvlmulim) E,ys.Somerset, Wl pa IdnofiutonNamb o32-/007-/0-2z5' LEGALDESCIll"JON property LIAO ton SE A Sw ,1 , Sec. 24 , T 31 N R 199 W. Town of Somerset subdrvisionplaz. .Lmq 1 CerSfied sar.ey Map a 1096873 , Volume 30 , page a 6753 Warranty Deed a 1099280 (before 2007)Volumc . Page a Stec Moe OyeOro la tones idmur ble o>rs()^u Imww�I�wmmmelm�me nrr�'mnerr•tem mwe�edt �nmmem.tm. rdummnwRwaxen pow atr nrpnmv�ne om die ream wke.ery mmeytirmannmr. irmedm.q.beenud pnmPm wlm roe pw term ,becre tier eft tbfim oftlweepucumu nee none waste ba rsurv(mm Own rreimeneme expmribimtes are spenfietl in 4SP5 )U 5310 W m CNPv 13 � Sf C,on County Sannary otdmave Ifie papery sooner siren to submit to St Cmix County pteming a Zun,,Z OoWnmem n rmifiaum 6m.. signed by Me nod by a maser plumbe5lmmryman plumi rtLntled Phi nhr Or a Leenred Pumper venfy"R may 1) me on -um wastewwwr disposal system o in Proper apm etng considers mYa Rvss ) after Inspection and Pumping oftrtary), Me septic mik is Ien LV3 out Of Sludge Vwe, the underscored have read the above mgmremmn and agree to m nst the Anon, sewage dugael system wish the rmndard5 an forth, fund, at an by the Department of Safety And Rohssnmel Swdas amd the Department of Natural Reronrrac Sure of Wmmsin Cmiflannn smnng thin your septic system has been mainanned must M comple¢d aM mut m the Sr. Cmu, Cwmty Plmmmg @ Lming 13mmrtme n wnxm lO days of Me most year npirm m, Mute. Uwmcemfy mn all stammmu on this fmm ve pue to the ben of nylon 4mwledge Ilwe uNart the owner(s)ofine ptc Mdexnhd Bove.byvtmeofawmmydadmoMN ern Regiatnof6 Once Number of bedroame 3 r Ln Cs- e�7- Q �fLf2Q2v SIGNATURE OF AP CANT(S) DATE "'Any Infonruuon that is mlommilemN m m rnult in the umury Permit theme resonant try the Planing&IScuing mtunem"' Include won Me mob,ended summary deed frcm the Register ofOMrO?<e and copy atxe ariifiedmirmy map if mfirtm e u made in me wan.nry summary deed (REV. NO R) Page 11 «qM® r e i n csr-aP�q-ovG aeNm.a saa� L ALUYLGNJ�FaQ@.7 / a 3 �T �— non I6iimgbb N.a�m JNuman ban Pr baennnommuwo-< RN. a.aw�r PxmnlNo{{.wNw hoNiutl El9ie �tl /Ro.pM al Wm•Yw. ry 1wMl.w aotlnaw V.Mil.. swmM1R StA Ge-r vww AA 'lOJ1 F�� � 4 L Omn;a f/M1.:• fuAW JC IN� N6Sl MRiq EWAy dmer<t WI SyezS 71S )SO-ITZH omar« 72.x/ S>'' px« us®R.u.a+�u..e.ars.s. mba...aa.yNai.w oo aw OR9Mm.N ❑ P�„omn.wi-P.�b. P..M�iWRI P;NeA 9/Oc lei D.. Pr .bm P`b a.�.siaisb \ a oe.uwi.. SS\Je Sly,�a iW�AEW �K J 7b t ❑�oJN.maa.91/ 7Y( ® PC A m.brrba. 6d bnRN I hbui CY. Cwrir.Gh Wb P.YmmjM h$fulfd. TYw SWtw O.$R w.WF9 Reob /O-/S 5Y G. ymrfA. /ry Rr 7 /'TT R y/ S%L 2mfdk mFr co. O.6 0.8 L J°S Om r Or 99.6 n ON.IbbMBbW T 99 b ea m.Rw Ram. o..b w mmnmw r.r R.ear..w� m$mama TW swa.. o.$e. RaN �Pw 1 O-r _ C /m r . V �' , // 6.7 q r-lz c JJr/k Fr ca l✓F 04 0,8 12-zz AG 2mrfk m0J c /✓F 0, d 0,8 M7,rrRUH4 -7S T gins -c�.nn -eaO .,o<zzn.aw.iss>b <�wwx -e...re=Rm <yp�wNT95,Lnyl 398- /9?aP. -'OT Mea 6 2: s-3-a0/9 7f-Zyr-3xe3 nu Omer Laern/ne Ce.n.,/, V ,Do 09E-f047-1e-2e, eeae Q ✓ 3 © • ©r��r✓�v�r�mv�mm © FMM ���®�ms�mmmmt mmm■o�or�mmmm mmmmr✓m•®�®mmmmt "ME= m•®mmm� ==Gmm wommmm ��m■�mm■�m��m mmm■ �mmmm -9bnnIR=BOO �>]0e1MnNutli88 a90 �1R'm4 'FmwnlR.���RmpLmtl188 eR1mL The DOM ofSoDry"R XimulS uxm u en qud apporeWly wMu pro nM employer. If rcd Mi 606 to r W,r wemfm mn Dumb6 m lb tlger®mer Q0& 3151 or Wer 9 LOT 1r �n �lminuy m=P OHWM=861.0 \1��\ 30'* LAKEELEVATIONON 4/16/19 =861.11.1 �F %��1"��� \ T9�0 __\ ,/ 65.� ` • 1' 1 430.69' l ( 589'10'24"E 675.40' 38'i fry \ ❑❑❑❑❑❑ ❑❑I❑❑©❑ - 1 I ❑❑❑®❑ L7❑❑❑,E❑ ,r S, 1111EE a ❑ - elf o _ a �o❑ol � — h❑ol� gtL w IE TPLZMAN PE61ON 41 STATE HWY 95 GE�'AIN RESIGENGE!, �0.A E, WI 54030 "�'rmHire a 115-411-0652 wi z�ois ^+ ELEVATIONS ly , 97 ra-ZMAN DE516N EERMAN PZ6: ENce 41 STAT2 FMB' i 056E0.A. WI 540O wi z+as > 71�411-0652 v. • �b' ROLR PLAN N 70LZMAN pE516N 6ERMAIN RE5IDENGE m.., 41 STATE FriW 95 _ oa�". WI Zad[O � H r WI 5 5 a il�an-aahz - �-0 � EallonnaN a nN SIT I COMMUNITY AFFECTED MAP PANEL Federal Emergency Management Agency Washlndoni zDdrz eeatnlrea In Me Warranty De" recorded as Document No 511462. to Volume IDSg, Pages 36 and 37, In the Office of Me Register Of Deeds, St Croix County, W nsm The potion of bounds Is more padlculatly tlewnbed by Me following Mae sssna metes andrta bounds 55109C0Iii DATUM : Mil OUTCOME 1%ANNUAL LOWEST LOWEST T ISRE"NeD GRANGE ADJACENT LOT LOT BLOCW SUBDIVISION STREET FROMTrvE SF FLOOD FLOOD GRADE ELEVATION SECTION ZONE ELEVATION ELEVATION (NAVDN) (NANO 98) (NANO RS) 2021 Hyrvray 35 PMun of tri red Property Turahal Soaclel Flood Hnand Area III - The SFHA Is an area that would be Inundated by the flood hamno a 1-cement chance of prime eoueled or ¢waded In any green your (Wu flcW) ADDITIONAL CONSIDERATIONS (Plena¢ refer to the approaches spctro t on Anadlment t for Me add ponaI considerations listed below I LEGALPROPEm"OlDeRIPDON Scare Lace C« lDRATR S FORTIDNS REMew IN THE SFHA ZCNEA the property tltsulMtl above came tie InMnrylbn suNzi and Me eterchwe National Flood Insurance Program (NFIP) max we have determined that the described porson(s) of the propeafel b ere not moved in the EFTA, an area inundated by be flood having a 1-pament chance of being equated or erUatletl in any given year (base fbM) The document amends Meaffective NFIP map to remsve the subject property from the SFHA orated en the ellecbve NFIP map, therefore, the Federal mandatary flood insWence regera l deals Pat apply Hoards. the lender has the option to continue the Need Insurance requirement l0 proact Its financial risk on the lean A Preferred Risk Polley (PRP),&vilobb Wbu,Wmgsloaledol de Me SFHA InbrmabonaMtthaPRPandhoworemnapptisencsed rW datelminafian Is meet on Me flml data preeeniN residual The eeloaed documents provide additional inormabm regaNing this proposal If you have any questions about this document, please mates. the FEW Map Intern allen Xchange (FMI%) toll Fee at (877) 3361 (677 FEW MAP) or oy letter addressed to the Federal Emergency Management Agency, Engme vi g LMary 3601 Ev hw Ave SR 500, Alexandria, VA 2231 rues V Rodriguez. P£, Dueclor Engineering am Mo]aery Dior Vasa 2 oft I Nan wcenrwrey mu luxe no zuuaaemn I wmn Federal Emergency Management Agency wamnElrm, Dc 2602 DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) LEGAL PROPERTY DESCRIPTION (CONTINUED) COMMENCING at for copper corner common to said Sections 24 and 25, thence along the section line between said Sections 24 and 25 S89 f 0'24-E a distance of 314 BS feel thence S33.16'ii a distance of 8313 feet to the POINT OF BEGINNING, thence N 33 1653" W a distance of 1398 65 feel, thence 5 89' 28' 03" E for a distance of 554 99 feet thence S 22- A' 14" E for a distance of 430 72 feet thence S 51' lo' 17" E for a distance of 259 37 bet, thence S 20' 15' OT E for a distance of 14149 feet thence SW 09'23" E for a distance a 15830 feel, thence S 17°56'60"E for a distance of 0022 feet thence S 54.26'35 E for a distance of 7939 feel, thence S 30- 14' 16" E for a distance of 79 69 feel, thence S 00 25' 68' W for a distance of 90 31 feet thence S 22- 57' WE for a distance of 71 31 feet, thence 8 8T 51' 34" W br a distance of 6912 feet thence N 89' 10' 24" W for a distance of 387 20 feel to the POINT OF BEGINNING PORTIONS OF THE PROPERTY REMAIN IN THE SFHA (This Additional Consideration applies to the preceding t Property.) Poprons of this property, but not the subject of the Detemtlnatlon/Comment document, may remain In the Specal Flood Hazard Area Therefore any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplaln management ZONE A (This Additional Consideration applies to the preceding 1 Property.) The National Flood Insurance Program map agreeing this property depicts a Special Flood Hazard Area that as determined using the best flood hazard data available to FEMA, but without performing a detailed engineering analysis The flood elevation used to make this determination is based on approximate methods and has not been formalized through the standard process for establishing base flood elevations published in the Flood Insurance Study This flood elevation is subject to change STATE AND LOCAL CONSIDERATIONS (This AddrLanal Consideration applies to all properties in the LOMA DETERMINATION DOCUMENT (REMOVAL)) Please note that this document does not Override or supersede any Slate or local procedural or substantive provisions which may apply to Sudeten management requirements associated with amendments to State or local Sauntered zoning ordinances, maps, or State or local procedures adopted under the National Flood Insurance Program his atesAmee province a ddhonel nform don regarding this request If Sou have any OueaLona aWrp the aXa Lnned please Asset Me EMA Map Information exchange (RIX) toll tree at t0711 335-2627 (877 FEMA MAP) or by letter addressed to the Federal Emeryancy 4anegement Agenry, Engineering Library, 3601 ESwnM1ower Aoi Sie 500, Alexandria VA'230 8426 LIS V Rids... he Diener ternaries end Modeling Uivaialon Federal Emergency Management Agency Washington, D C 20472 LC I I i i MAY AMCNUMGN I DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) LEGAL PROPERTY DESCRIPTION (CONTINUED) COMMENCING at the quarter corner common to cold Sections 24 and 25, thence along the fri line between sad Sections 24 and 25, S699024"E a distance of 314 86 feet, thence 533-16'53'E a distance of 83,13 feet to the POINT OF BEGINNING, thence N 33.1653' W a distance of 139865 feet, thence S 89° Pe' 03" E for a distance of 554 79 feed, thence S 22" 5T 14" E b a distance o1430 72 feet, thence S 51• 10' P" E for a distance of 259 37 feet thence S 20` 15' W" E for a distance of 14149 Met thence S W- OF 23" E for a dlsMnbs of 158 30 feet; thence S tT° 56' S0F E for a distance of 80 22 feet thence S 54° 26' 36" E for a distance of 79 39 Met thence G 30° 14' WE fora distance of 7969 feet, thence S 00° 25' 58" W for a distance of 90 31 Met thence S 22° 57' 1F E for a distance of 71 31 feet; thence S 87° 51' 34" W for a distance of 6912 Met thence N 89° 10' 24' W for a distance of 387 20 Met W are POINT OF BEGINNING PORTIONS OF THE PROPERTY REMAIN IN THE SFHA (This Additional Consideration applies to the preceding t Property ) PONons of this property, but not the subject of the Determmahon/Comment tlocument, may remain in the Special Flood Hazard Area Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/CommonweaXh, and low] regulations for floedplam management ( ZONE A(This Additional Consideration applies to the preceding 1 Property.) The National Flood Insurance Program map affecting this property depicts a Special Flood Hazard Area that was determinetl using the best flood hazard data available to FEMA, but without demanding a detailed engineering analysis The flood elevation used to make this determination is based on approximate methods and has not been formalized through the standard process for establishing base flood elevations rationed In the Flood Insurance Study This flood elevation is subject to change STATE AND LOCAL CONSIDERATIONS Irides Additional Consideration applies to all properties in the LOMA DETERMINATION DOCUMENT (REMOVAL)) Please note that this document does not overrun or supersede any State or Iewl procedural or substantive provisions which may apply to floodplaln management requirements associated with amendments to State or local floodp]am zoning ordinances, maps, or State or local procedures adopted under the National Flood Insurance Program sorest If you have any EMA Map Insi uMpn isobars, (FMIX) toll free at Aenage tAWe ,Erpineenng L,brmg,W01EsenhI or by letler aNmsmE a the Federal Emegenry 0 0 CERTIFIED SURVEY MAP LOCATED IN PART OF THE SWl/O OF THE SEl/4. THE SE114 OF THE SW La, AND THE NEVA OF THE SW1H. ALL IN SECTION 34, T31N, R39W, TOWN OF SOMERSET, ST. CROIN COUNTY, WISCONSIN. IE wHm N` ofn hooll rum,T That the moru.in. mr� ocro~ w n- o>o iR.mn RN lmod ar w.e morn Fanln.e zumr m.o gqyu SOCAUTIM — Lam NORTH TnNn Treu..w SCAUE. I.- LOOP a ISO 'N CUUNYTn[uUnLR xc[RTrtrcnTL O4_ IS C,.IUI If 51 col Rof /'ao.+�o''".n.r�..rl,.I,b1::'";a:a/`:,`r�..o ��R.a :PAPA. Map NN'®"'4 /2//9CRUTIFT"Ohl PREPARED FOR CURVE ARTS TAM SVRVFVOR Noxe SVRVFVOR Noxe OUTLOT 1 SIX`\\� ,x..z.MEE. `mil \ \ ......nmmd,...."wu rv.. 9�F F.xx.mEFxFJ.3�i\\ ..N.e.m.xe. \`.PAPAL "Tom ."To a+ti °x' Ep � IS x[Proxx. tdnxamE OF mesTx/A DRAFTED Ev Cal Za"CIR "Wall SPORTS' PAT' Y NE pAnxED31121 =OF 3 __ _ }eEEaft-T53 n P A I D CST-a^i r- CV4 w. o.µasry.a FiVAL ew � a � wrr�asap.,e 1ACA.�r.�e9.n as.vw re.c M.?i 1. Mm m{bbrvd^m ugtll nsa Anmr Sr. Yiiee. 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Go r�yvs.vn yam .n,m�.eiss>m.�n.p •va.tia=am <vnge.axss.��mt 398- /92a0e Sorotmrr wr S-3 2�/9m 7/r-zav7-�3203 mmoa�u BSHb LErla Jne <irnnaq p ws 012-1olt-?d-2d* 2, a 3 mmm mm • , � �W� Mrffl�®==Mm IMmMORUM lL Op. ofSfN' uN Po(m�wl Swim u ao W W WVarlmrtY aria PovMv W ampbyv. IfYm ®1 svitu�a b v®swim mn[etl mvmJ m m elmnve fom�n,anMllEt v LO&266]I51 a i1YY�mW�RaW pmp.ry zdfra o we>m•V, v W* oat-/on"16-20• p 2 3 ©_ .:.. iFar�s��zw�r�m®� -�ul.am ,>a.m�a.eiss>a <la�t �®.�le,em <<a.pa.eisa.a�yt M UeK ofSfM'me Prut imJ Swim is>n aqW Wpuom�b mia eA.im uM ®Wma-vraa omi �mf>rceb ecmvfw:[v mnml mvWel in m ellmo@(rvma[, omdplle kpeNOM Y MW663151 mT1Y Nmuph ReICV. I \ ol�pellmmvy m.o = 861.0 '30'1 IAKEE(EVATIONON E p9gA5 \)k\ 4116119 = 861.1 � � d g g�Or ma.,��♦ \ At � LOT / ` � � Gym ♦` GZ \�� 00 q, r 1 430.69' 65. ' 1 I 969°30'24"E 675.40' � 38'i