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HomeMy WebLinkAbout018-1044-02-000Oil ftiON e�ie.rg o.nienemnrrce PRIVATE SEWAGE SYSTEM Counl S1. CIOIK INSPECTION REPORT rvxrmn xo. GENERAL INFORMATION (ATTACH TO PERMIT) 615333 ><�INNA Lee 61Oa n1POT Plan In xa. NOW 061800]84-C Calvin & Jenny Schwarizw `b r°"va° aaeTCNM "n'x OF HAMMOND 018-1044-00-000 L .p /� �e.nmmaa.wa I CbT 2029,1].307 TANK INFORMATION .wJS cnpnarr .._..__... sTAnory es m eav efie«. III I r W�pcmlwurncruaea 3.53onnb 97']pme se 8. I 9Z S•1 9/ TANK SETBACK INFORMATION sumowel xro m e c ono pll iel ` \ seplm o�F 64 HeaderM 1S 41..9 any aer m.e /6 IN, n Chat HE, 1,7 99,(e Hot .7 ZA PUMPISIPHON INFORMATION del D'� /dd . ma Natlum real sl Cwer b C 3.(o pe I Z. -r7.7 gel a eu. sL 39 G ar' 3.5 +] B roH 1n, Fnww. ea, s,. mTp 3.§�o eaa w F� - -- ¢.� �Lzl� _ Forcertwln Imgp pra. .1 oiergwno SOIL ABSORPTION SYSTEM M�dal We'^ i DanielAn C o sNslaxsxoo a ao0 ph anionear FORMAT w.wm. UNIT mi GIN, wl OISiRIBUTION SYSTEM pi C%i 1iSDe <s¢�bZ. rl iesroa I m BeLine, I swn.oL -=ping ..A l.. nary At G�LJeti. Cmur /r 7 mnanseea _ a a e ma.e :aa� Seat... rely _ . 0 NO COMMENTS: III Base in..pa.aa, pen as prexm. I pe miediae*eIL9 J9 mePaalian /i •ig S pr,�rvoaaare,:A.ryp a L nad. I.,.�c. :r R.�y,,,_� el-% ,)Blain o.aoiclian. Y.'..-p G.a, i Gl^.t.w ✓r Le.-�e.d e.� f•r�I z)awg'NewiIII. le L7= 3��n P/•� awsmmep..,- >a, 14 aF. w113' � a`e SWI Bea o ,l m and " 1z 03 i y w � 3 xo S seenv(emnl R C r�IIl.�J s�N'aa,I-�39 JUN 04 M9 saft men w m.nes '�p^m ,d.rmaa,emgm) s tro. canon ,v. az o.nmwm nt cmmmw¢ 15 2� Sanitary Permit Application •�ammsm vm�=..acme, eemow�ma. w.em Obl 26 -'� �m�ee=�nen mro�s.�®rpemti xme�.ommne rxmm. %tea eemmee® LA v;AUNNnovXonI�6s o.lnlam.6u-Wve w,x Y%ry x.wno: d e Ts »mmao.ffi,vw�aamm. �'W w s ZJ ' 12-y N. a�a"a ewamela:u.n m,sp oe)cM • �a4oWyoee Leaeo lael fmmplm lineB Y.pplvage� g�,ree...0 ovam;,a<.nie iom.,c.rA�ea ❑rwn,:„ceexe. pm„o..v,mex�a.m�,wa .rrowrs ,nme.m ne.wn,a cnnx,u,m,. O o�, oe..„is,mz,.,„, o xe,ai.„� omawN..im�mm,c� _i(�vu.,m�xmu v.w m,irt l.rmm.m. nnunn Ga w. m stamen-imew 2Z Zr q. ool ,o, e � (0$0 to i0 /9 Mcmd . e 2 MrO.f mflM� �mle^muYwrraa.n,eMr. 1 rr eMeci✓' sbp 39M I1N) System PLOT PLAN PKOJECI' Orion iscowninic ADDRESS 865162nd 3L Hamme W l W15 6W 114 NE rile 20 /T 29 N/R 17 W TOWN Hammond COUNTY ST, CH01K SYSTEM ELEVATION SEE 5/19/19 BEDROOM 4 RATE CONVENTIONAL AT -GRADE CONVENTIONAL LAST HOWMG TANK MOUND XXX SEPTIC TANK SUE IKE gallons LOT TAKE SIZE DOSE TANK SIZE 765 BOLDING TANK SUE LOAD RATE I ABSORPTION AREA 600 y of a ben none _, BENCHMARK V.R.P. Top off 314"plpo ASSUME ELEVATION Igo' Filler LIici nde BI RT ❑BOREHOLE D WELL H.R.E.rSameee Uencbmark Area 15' below system is to remain uncisNNell to 8>Ib Ave 5% Slope 96' Well is to most all WGNR setbacks 6-3 8]' 'djB.M9B, B I R-2 Hutkull Combo Tank Grading is to be done to TWO 200' mmott away from system \PmPeRV 250Properly Line SGal6 = IA' = 10' 19 Ace Parcel 630' Property Gne 0 40' 30' I � 646' Property L S June 4,2019 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES'. 202106-W Kim Reriew: PWTS W19W269C SHMUN R BUT) Ian Izwh or Has Richmond wl 54017 SITE: Calvin 6Bhwarte Iota 87th rave Toxm of Hammond Bairn Croix County Tomi Amount: $250.00 FOR: Deevnnw600 GPO 11 MMrmnr-New Coast r..d l Mainlewnae Required DRIESION OF INDUSTRY SERACES Bm GREEN BAYWfncial Grandect IX)Wor MisMpiWi yavNrcpnmdlM a ¢erviae No CONDITIONALLY AITIR VED TY AND PLYLI SIONALLCFRVIUSS Spay 1 O F I N No SIll ( SERVICLS '0 )cIL1 Mound Compmml Manual-Vee 2,0, SBd IN91-P f]'.OVaLR III Panama Distribution Component Manual -Ver, 20, SB0.11 F IN 01a1, R 10112) Had MMi demrlbed towns bay Men No I ... it far wnformarewhh appnrablc Wiscomin Administrative Codes ma Wisomen Swures. The mbmltml1,I CONDITIONALLY APPROVED. Tho OsteraLmse sconducted aid ]cooled In mwNanne with@000GOud apinwad plans and ain any mmpunent mtnual(s) mfinenwdur Theo nel as definW In chapter 101 oplo), Wisconsin gWme; is msponslble for compown" with all code rea l emmm. No person may engergein of work at plumbing in the Sale into, liartud to do so by In, Depardir per u14506, suld I he56llawie; tom itions Net be met during eonNuman miistalladon and prior to o¢upancy or on: • Preserve somewhat area prior and during warcr ion to aveid d ewrbwu. compaction and use of Me site. • With new a radar hioq it is iWaa emended not to mvale the pump in the dons rwk oath the two me pumped prior m hommwnv o¢upanry. • Wauewatergenerered form mn4i,the elmning of Nepal and took S Noe left over wnNum:an pal bar MI be dluhm'ged Into the drams, Mahmang to the pmar Mi waitional toll system COSTS) Wmte ganelNM e1mI16e pmP'+IY dI5P0ud of ansitem aR si la. • Any tall Proven leevvwd mmbr S ll be cut short and mimvW prior to tilling thm surfue for insmllmion to prwwlmwlogwaa Nw Tipmalvea. All ICou o:gw N mit"T to be removud Goon mound wa • Or MA.. wrier ham FOWIS Area Peter aeon of me alrpmad ere . check me mnem t of she soil to a d1m, of 8 inches Sm=,,g end wmpazrng of pa eon Mn miNrn[eduung me mfiltme[wn Capacity of the sea. Ptnper 5011 talisome Calne dmerml:md by rolling a wbetweenll sample bme mind, If it mils Imoa Ile. inch vain, pros lop[yme.I[il vumblas,ste plapaallw can pmcced if lM1e aitristooW mpmpue, do not p omedDiu list] it Aiatf All dump b skiing memem m BPS30 Table t per Sp and 9PS 1Jan)]BG 30.5 • Institute mthullAogmveebeyond11 a 91 per 9P3 382.30 QIXc) • for xtNckeb mo flM1i al 811 &812 • Truk lmmlly lino h follow al mmNanlfor aPOWS do mi0w memi rmo(el tme:Ngement plan Po[ing ire ehnll specifically aeErtnthe ssrviiins exiscalibration ofen I The ormostwit is irtto tank era the, whcm ituroftlwn wheretge cani icing padsI_Try bottom of NO Wk Is located mom than l5 2elbelow m"Italy from mm her endiiinng Dud iiocatedd. 2. ffie bottom of LM10 Nnk 1,v locnmd more than 150 felt hodwNilly from wrela the and icing pi is located • verity memory Imam) prior W whilland, • Pump Fban to be set end serif tl Per vpprovetl plan. Any changes may result In pump razing b meet TDD and GPM Specifications. Survey M1at are ,,,Phil JLh nor k ri,wito PI'd NOW" I I'd", the aol aulableforpmp m. II no otherart [,or',m lire food or,, ICLire mmmdmost be Cut off N pmond Imcf A IwncrJill nail is ne:n sly all aar ofthe some..Miliov an cnmummvJ, po provWe sul➢dent infilW r Ownerlibesponsibllitlls The ouni ownea and each Abnormal owner dell mceive a Copy of mom Inner including' instructions Turing in pmpm use and maintenance of the system Owne[s shall mom,, a ropy of the appmptw¢ operation and formal sardonically manual for POWTS dam bW In this sop mrel SPS383W1). mime roanis mmdn y of ri mmronal Pans m illor ahaalts broach}he pmpemo owner must follow me wmingemy plan ai deic[ibetl in me. from to pPmv A Copy oftm approved plan6 spaGfiptiom m] this IeRnhall be waft, during wnm'upbn and open to inspection by informal mignes Snvn of the Department, whkh may Decade local iwpeetors. All pomNi required by the state or, the local municipality shot be obtained prim to commmument of COM=tioNlnstallatilwopemlion. In granting Nil approval the Division of Industry Services Names the eight to [squire changes or Adblorm nrud mmchdom chide haling Nora necessary fmmde eompllanea As per state Hats 101. 12(2), nothing In thisrrnew inall relieve the designer of the mmsmAin for designing a sail building Structure, or component. Inquiries mncemirsg This cmmysmumm may be made W me at the telephone numbs listed below, or It the address on this letterhead The above led mundane shall provide a copy Courts letter and the POWTS management plan to the oamm and any others who are rommmibl, Or the iinglmidc opeyim or maintenance of the POINTS. Sincerely, Vander la dui! Tim Vandergeeil Private 0rd Sewage plan Reviewer Division 0flnduYrySmiees fim, 92Q21r,Mom Pit b00 n. m.-3'.30 pm um,undo-lv'aYGAsN_gov Cover Page Shaun Bid! CONDITIONALLY APPROVED Bm! Plumbing Inc. DEPT OF SAFETY AND PROFESSIONAL SERVICES 14M 120m St. DIVISION OF INDUSTRY SERVICES New Richmond Wi 54017 )/ �." "� 715-2464518 xA co wONoence Date: 6/19119 Owner.CaMn Schwariz Location: SW 1/4 NE1/4 S20 T29N,Rl7VV Lot 3 Wth ave Hammond Manuals Used: Mound Component Manual Version 2.0 (N.01/01, R. 10/12) Pressure Distribution Manual Version 2.0 NOW R. 10/12) Pages 1. Cover Page 2. Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pipe Layout 5. Pump Chamber Cross Section 6. Pump Curve ]. Filfer Specifications and caws section &9. Maintance and can gency plan Attachments: soil to Sheun Bird Signature Ucense a 22&P00 Page 1 of 9 System PLAT PLAN PRORCT Cal 9cM1wal ADDRESS 0 Use Hand 6L Hammond W i 64015 SW 1/4NE 1/IS 20 /T 28 NOT 17 WTOWN HHmmOnd COUNTY 3T CROIX SYSTEM ELEVATION 90.6' W19/19 BEDROOM 4 DAM CONVENTIONAL ATOGOK CONVENTIONAL WPf HOMING TANK MOUND XXX SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE D096 TANK MZK 765 HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 600 A of chambers none _, BENCHMARK V.H.P. Top 019M" pipe ASSUME ELEVATION 10' F11leT LAf Usano Fit= ❑BOREHOLE O WILL -H.R.P. eolll BBK maM Ana IS' below system Is to remain undisturbed l0 8]N Ave 1 5% Slope 98' Well is to meet all WONR setbacks B-3 9]' 90' B.2 e'. pul Combo Tens GreUbg Is to be done to divan no -off away from system 390' Property Lin 250' Property Llne Scale = 1/4" = 70' 19 Sore Pennell 630' Property Line 0 4080' 646' p2 9�- / Mound System Cross Section and Plan View maeeJnn Feet A / R A G S_ W + F PS } Z ; G H O i K � B 1 !SAIO F l TopsoJ El = ASTM C-33 =Clean aggregate —dim scb.40pvc Mamnal sand fill hto 2 Y.m dia. bservation pipe Geonaude Fabric G H � ,- 6 Ft contour Slope Dmicfion �s GENERAL 114STALLATION: The mound area is soaked out along the desilm commits Existing vegetation is mowed aad raked off me site. Tice mound basal area (L x W)is plowed with amoldboard or chiselplow. Plnwingswy, not Proceed ifthe soil levies enough attheplowdepthsomrma'A incb swiwhe when a sarnple o palled between We palms of she hands. ASTM C-33 quality, saM is placed immMiately after flawing. Send is placed with a pecked machine keeping 12 or moss inches of smar under the tracks or is placed overhead by a beckhoe. Special care must be used when placing sand of less. ties one foot is thickness to d moilce compaction ofthe plowed surface. After she topsoil protplaced, the easing mound seeded and marched to inpromoteto er 6 inches andgonath, edi erosion and boron from freevng, the obaervasion pipes are slotted in she lower 6 inches end xcmed in place with sebar or adorn fertile. IW071® Page �> of�— % c.c ..n. / au. Lm .. a. slum.. Ch All Cli si an uaa +ar P �Ixr .p let �° PVC Ill.. Tw wps an.;e.re. r,w Ceram a x 301neeo v' Inches Signed: Nola Diameter 5..,/.� Inch License Number: Lateral P Date: Mnffold 2 Inches. ��— Force Min . Inches /sf holes/pili SP of 2"PVC Pone Main tnvert Elevation of Latereisi Ft. Septic -Dose Tank Cross Section And Pump Performance Specifications ��S57CLS.� � — � FiniehM Cn+M awelPuer wu :, I��SWeIBVIDa �*'a�16f1S� ors 3-5 M.mak Mco.. 4"Ahow s:aegtawvma wm'1^°u°gD��` /Za wmm.�vvt �✓\ r_�evv — t Vmt Mw. 12" Dlawm�mr Abmro Oreda Mew GENFYAI pygl'A9,LA]'ION: Tha reP44tlae mvt u bedded eod bmk Shed m mxmdmw wiW roa menafocovm'eP� WAPe'✓M�ec�ScaSms. Mvimim depn ofbuyu epeoitW hydra mmvfiovner mnY mt be exceedM wNwvt PSm WwdvLL MWwk covmn w�oaed a Bade Wve m e&o0ve Imtine devke (pedlonP) mNeed. PAPeB tt de wkl and aWuv of epleoved meteriLL connttmd mtbe fm4 wnh wVm1i81�t S��mea, and loii m embb and w Ple�'emae8LP8 � d�8.. rm �e vain kaleevedw864` Scrt 4U PVCmbMBe Nabnk excavebw eMlhe ebeveuwokd walaY�[.E��mLL�w.v Iia xmhNFC3W and Comm l636. 02105U PvBe of 280=SERIES 112 hp Submersible EffluenNSump Pumps The ubam 28 ea mevidep a coatefecWB-M, �io Pump for msup weab weler edimme.INWE retrlmSfw and camme:ciel heavy cwy mmP Pump MOIdE OM mat mcube ngdw xeeU w mowflmv. Oe9gmW emune ube:lye uNwe-IIDI-eW 'mutin , the 280-Sellywlit Provvle yee:aol ellaWe pedennence. Ni Models Feature: . vmbx alyle Impeller PennMlna Pehuage at edged upw%. • hmmeme y uh40di elmh •El:aypawc ludkeletl uPpe-ard lowerbelllending •Eporypwperceaifinieh 1x• •isc D 1 nrs-coneeion-raziaMnl Na'nlpasteel Discharge •SbLtlmaeMl WMmamaen-mailYremOvable •MWmum fluid iompm¢Iure:1GV F. 9B ft cmrrllemtlu um�o = WA WA VA Motor SPWditkatiene %hP fiOHz 3050flPM al�swhmwmenywemnea ryas Fammem yglrc capachm agemp.lzcazwvr Performance Curve: 280-.Series o % M 11aiY 102 'VM 2m ll FwMTule Dimes rw Data: weghe 29 me. Xeghhl3. hlyarwgm:lO•Imceel x3ll Minimum Sump Diameters: MMg 287 VMF... 10' mmungs ate°. mW�nrewM...o-: �w"�ur°.nb 1 MOEN 3B0 MOENYBt Motl&]Wde &t MCJeI=7 mawkh Ja flytltewlmb fldewrcch Vatlm�lmq- wiMmies neticflMM dmccnWret alm Pggy-becq ug Ml agln ureter wump ymP c us Cel4fletl �^� � D� 1rLMWnwe•7000I neeawmw. Bergen, M.w Ya 1 10. Prwne eePaases00 rm2ml wa-yan wwwlbergpump.mm cePnpneua.ywm.ucmlr an>moywl POWIS OWNER'S MANUAL B MANAGEMENT PLAN voi mmmeDPNAI Manor 5C SeP4a Tank Cartel �. PemdC. Marc Tank Manulanumr U DMW Pµgk¢TEiag Deal Plan Manufacturer t NA NumdSgDNlpnm ❑NA Effluent HiNu Mbel OKA XunLVgCCnYMIWIUnR Pump lank Capadly q O FNmebe Mv(wxa3e) ManorPump TaM: MenNerLue' XA Cmbn Mv(ymq,(Eetlmand CS) .Pump Mann w NA Sa AAAkel Rate l PUmPMOW o lMIumYEMueNOuellN MonNNa{arWa' PletrmOreI urn XA Pen. Oil& Greene TOE) 9omyL OSaMY5"Fl r OPW FLIer BbfJenM1Sl Oxygen Demand Ul g Mql O MrIIaIN4 PeraLLn O WetleM Rol Steel Sdks(TSS( ymm 0D¢Infixech 0 tot Mm hMm Pn4ubtl HPmnt Oua4N MmWymrge^ DaPnW CI(a) BWiNm'eal Oxygen Demand(WDJ 9omplL aingmud(whol Olnjene (gmulpeE) Trend 9mpudM SdNa Thai) Goal aAll ��.lcuntl Fa3lCdlblm (gecnreNcmwn z5CC1u Iwo OW a DO Mv.Yrtlm Effluent PaNM Sze 1(FJreiamebr vmuxpsulMemwl¢(mmmmmart8pmwngw - VYwpWlb PeaarW wYMe. Servo Event service Frequemy, Inewdmn®Om of Unk(al At laustmmeuery -� areal (Maslmum)ynJ FumpMmNmn IXlenkfn) dhr find an4slum All mctMN(* of tank volume Imwd6¢pelW rote:l Nleestonm ryy omenlh r(q (Mvfmum S ym.) CIWafl6lYlt Rbr MIS! W W OmwNla rb) ImpMwmp, wow mslPon6alalm Atb9l od ervy mmm¢ r(nl Oil FwNlalMlvanawnaurete¢I uba¢Iorm T9y 3ofrmtlln rcq o A And� Atbslwm eery OmmNOyear(a) NA AtY chug wyy 0 M: Oyi Ork MAINTENANCE INSTRUCTIONS Wswdbns of arks as elspernal dank shall Da male by an IaMEuat arrylrg one be folowng Ilmnses or crefficattens'. Mesta Plumber; Mazb Plumber RNEklol Seaef, PoWR3 Impeabr; POWIS Maimal Sepaw SeMtllp Opealre Tank trapdoors Intel Wanted o vital Nsq'NMgMe Wml w Ww Wr anymhcng or broken naNwem,aenulyany each a kake. model MewwmaWmnbinel shl]eand mr, and b 1hMR for any Indeed awn9lg INHfl s ndt,ud bran TheGape umtodhalbaWWAy Irsm[blbchxk ue eMuentbveh D elan MsmKn ry "Jias b rliN bonny wlWy gaMu May immediate the gmur heuRam. we AMlyg tonyon Na Demand mrth¢ nay filetem a ladng wM'en are raTUlme UW akInMhamlRa4cn Dolan brut beWak onamm,suddenly Whin Me mm ofM a lanton ofmomal eudge aM smmiamarenk panneraland duvrormofngtlrennkder AM ,Ne nWeanlenn Ol Me Wk slla4 be remove! by a Seplagd Servklrp General and dswul of no a®harm AM ch. MR 1 W6mnsWAdmWhrfaWeCWe ApulMers. metl bear mahmmanmMiallq a1p mo or pressurized! PoWIS mmperwnnpmgment abnormalaN any arvat of N rMgWe or Ins val be wrrurad by a cot lPOWTS Nobel A whA mean Into be pw+ded aloe l l repJatwy addat All tD lays or mmpeeon of any mrvka event START UP AND OPERATION For now, demander, poor to use of We POWTS chalIaeMenl beres)M We prpenw of PalnWlg pMuCU m(MM abandonment may Indeed the leabiwnt p'Pbae anNor damage Me llspmul wilts). l hqh mo�naehns ere deabW from Me mmanb of be real removed by aeepaW what operator poor to use. -- STAIR UP AND OPERATION MancAMNmN IIN an" ll me Me t,p P M"smov mar"Onln aand UdMMWm RB)?)tl ilh wnwNMlau en�Nlee.�lr.»w m WW Cl No bnWol wad W, aromar paphyd emwmr Mot m nee. Sy.Wn Norman shot not cal warn eW rMtlltllne me Omen N IN IMWYetlun euldhi DUMP pi warner pump mnke may m Mail wane) Dlpin+ln Iwab. When pcww to r EIr .emre'e.elee°let'ell) a d "to IN dWMIW dMIN b MR lany, Mae, merma lnB"muU)OMrtryr t M Pe dApM a w�dd�Vme,iN bMitKM OR p am abs the drain M the pump bK Mover W e SMWgo Smayl Ca!Mte Mat CMlem Pump an mnua a poumM or P(mWrs Melmnmr Re mma On nenWly Madan 0, pomp mMW to revbe tlomlel Ixale wain Ne WI bank PER am wain notnlHe an PC vanitlea earn Rome, Rod aleparaalME Do not elute or per over a MneMba DlelulE Or l MP isMM WM M Ply mound or alThai Wu amat Wee. ReMCWI melmmmorn al the tmlwted from ma waRe Wstr may lmpome p.Iamluca nM Plo'WG OR Ne M ade"'Aboa wIINIOOre', baby wanner olDvrmM EMA ml ma: mtlm eM9 Call dm; dada ibol Meper.; mlYnbr l IN kundeXon dMn MoN pump) waMr', M1ut and vain me paemae B.mone; Brmm, lmr[ d". meet evawl mNlwtlwe: al: pinnnP po]Ie.1M: ""do,,! dearay endor IvnWnel eM webr whow bone. ABANDONMENT M or Paul whom the P and eObM eEnTdmed Marietta ame&,one`comm NI WwaanaI ln P InYhelhtl Obit W XMbIlqule tIIe1W.ry1an Ia po{etN • grylddnBbbMls vA pod elull be dlamnnecleleM Ma ebenWrad dpaopeminy MNeG. • iMmMane Well M1nXe ano porn WlWl baremda'I we pmindY tllspoeed Pf bJe8pbP09wltlrp OPrrre, AIIn vgmpaa. •u bbw.na vh. PWu M e.renM w rempyab or malt mend mmaved.N w wM.v.w dm wnh wu .MIWrmMwlM Mebane CIT a, paw PLAN RAN w ,M the or alreo the fall measures has Wen, or mine M fil b p e a mde mmoN reply Wteysten'. O AwlinhlelW,manl area hall a WW sad may MuI Na the boom M e rp,m M WuebwpWn Mteyn. The n are, Meet be pre, W Own d,t, b le and m p=n and alwW not W ONT'd War W NNRRC Me e..IN ON popmal eVuburs. lot liner and MN. Fall b PM WOw mPaw� 1� p kin the ape] and dr, avalueow to MblM a auiwWoei eMame NepB[emem. wnhtM wMln p awn MbN rph fit "a Is nmaWlW10 due to Mal al"I WIIonbdnm. Darting Mvnwe In POWIS bGrocale herding bM may W InUM1w ee a Not mlIn slave W NEN POWfn. baNO OR w b'Wilu de, NOMXa me, of opmnl area UPS hill of The M1WSO a wu min Road evalwQon aa Not not b npbv ban fal POWiSwaumM em wrMe2mMeteebavYlebballWllg Wemry ba lnsWleolee Wd6Rand Rhymes Not Re strtrwom M�Pweeni Roper' Point CrFY^IOrem�om 1n pace falowing 11 NotAR into movelMMe dolMaNa lnlNbMlve C,PUM •ENTER 8 AND OyNffR OTHEIR ENf TPNKNWY UNDER ITOL N MAY ONVDEN.Ue NJT SMNRA FROiIC. PUMP OR lF A TANK MAY BE DIKUXDER ANYCIRCVMNTAXLEN. DFAIM NAV REBVLi. RESCVBOFA PenpDN FROM INN INTERIOR OF P TANK MAY RE gPflCULT OR IMp W NIOLS. PDYrtNIxSTN, POWTN MAINTAWER Nvrc Phwn r PIIRn• 71r— A / SP AeNNNRNMNOOv MRP PER) LMCAL NGUUORY AOTNORRV PMns l.r Phone 7/.T—�$n nab±ti more savp deM In mMxnn wM chaval a eax3l'[ItMl)(eMOl na neap). an M. wl Man.MrVn Col. <' 9�ne. 20740oaaA 1 I� c SECTION A -A ST. CROIR CODNIY SEPTIC TANK MAWTENANCE AGREEMENT AND /1 OWNER HWCERTRTCATIONPORM Owuer/Buyer Mwling Address 86S NmdwmartgvvadmamPloomvg&Z®gOela�bvmtfavew 7 w� [�, �0' Clry/store PamelU®tific mNmnbe LEGAL DESrWnON PmPedy Lns Oem rN�r, sea. Z, TZq NR w,Te el Subdivi®® CerflDed Sarray Map# pp7 Volume Warranty Deed# IO�O Volume PageN SYSTEMMATNTENANCV AND OWNER CERTIFICATION wok uee®tlmemmuara ofYwmsmde+MM1m wvla mWtia l6 pbmbvefiiMem Lx9e wuv. 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N oybedroom �0 �K'U Glzd2 BIGNAT[1RE OF APPLICANT(S) DATE •••warm[ timmmu®aRPRemaam.r.a.,dtwme wdmrypnrm�temgvwolxdbYme Plaavmek Zooiag Dow*amae ••• ymmde vimmuappmtiavarzcamd wmearydcedfi�me Re®sarmDadsOB aW awpY o[tlmcndfiedameympif reform¢ u aada w the w`mtY d¢d (A v O MS) ole" CERTIFIED SURVEY MAP l5k ad THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER O>` OF SECTION ]O, TOWNSHIP 39 NORTH, RANGE If WEST, \ ./ TOWN OF HAMMONO, ST. CROIX COUNTY, WISCONSIN. �Y�4 North 114 Cornec Section EpRfpAR[O FOR. Ala 9-I10 Calvin Schwartz u �numCp 865163np C51ree _PLAT_ m monE $ Ha WI or uiA[mE hen v —wrx5 Oui 1 SAs L07a 1 E n1eOe w�lX 15624 soul . O IT8531 c g Ono omre IM food Ali 12945W As -O§ M1b1o, ,-1di, LOT ar.:'I'r Art $fig, via LOT 2Nee�:WWir- [F. 1ST ze5 acne 55 y <Bsz o it- -81 5 3R11 West 1/4 Corner Section 20 29-1 Awminum fap A ,` ae--- swym..a :eroor now 1161 ubr.ar q- s.:aw:a ertp 5210961 5wrxEast 114 Corner - Section 30-39-17 LANDS Aluminum Cap South 1/4 Corner 0 Each Ductal on this map is suEptl to Stale and County ANAL Polish E0-29-11 ivies regw alw a anas, mlot AM Aluminum Cap to pare I Before purchased or eloping cry uparal, contact ne s1 Crm. Eoumy Forme Elise and TWun Board for adna PREPARED Joel A Brandt le Surveying M Si dolt 0 me And W 6 LEGEND North rcte terencea to the eFound Government Earner ....._ Ni Quarter one =.....Set 3/4 s1O"Iron Reber of Wchi 20-19.0 Weighing l SEE! ez/lineal toot ehi[s dears N4091]6"W A Found 135'Iron Rabat ISt CroirCounty End System) (son Recorded Data Sheet lof 3 Sheets • R13IDDING ONLY T FOR CON5TKUCTION 8 �� e� I c __— --""'— o Aga F ruxr)4 1 Cbux6® Om Rx tt il9]91 5 w I k-1 ��- APR 01 2619 vex+,.�wP OfCw, dAMm0eNt/•MBuYrgs EVALUATION 6T-;ml - F3 PM_tl_ I/ �:. FA.. . a�71�3�v��F�117u•. R�i��®�� ���r�a��cir�«i��r�ri®�r�r�i�I%�►aa _ •FAWen PEs OOO. <_donN NCST Number CST Name lPlxx pnnq Sml CST Number Bird Plumbing, Inc. Shaun Bib 226900 010 w 1101 coowex Taomm. rvomc., 14ffi 1201h &, New Richmond, W 15401T 3.19E / 9 715-24 4516 0 VI .:. . Of�0® ©� :o�ra��r►ua��Q� ON MEM 0 OBf'��oOOm m.nm..,,,j Material 11 .euammte 11,"'Lvii.aa rw.,�.mttile mam�at 60.2ev6na151,t nro6[1 oae2 ma87rr. �...,a. o. Soil Test Plot Project Name Calvin Schwarz sun Bird - Address 865 162nd St. Hammond Wi 54015 STM #226900 Lot 3 Subdivision - a 3130119 SW 7/4 NE 114S 20 T 29 N/R17 W Township Hammond ❑ Boring Q Well PL Property Line County ST. CROIX kk BM or VBP Assume Elevation too ft. Top of survey iron System Elevation TBD •HRpSame as Benchmark to 870 Ave CST-aol9 JUN 102019 .4X daio�a .e0aw SOILm N-UATJONR POW wvnea ywmp tv De n..wnamnnnnxmme. ve.e.0 u.N S" 018-1o9y- wx., a. e• am.ua., •�....m x�,..b �md w M.M pp Oo roam. b /d no.yo.�. uv,o.yie<.w. gx A lx v7qN e� w �3 i 5 ai 38 -d oL o �.naa w. aurwro.ae.eon. c.e.un.ea..yw..a. ao sw.mN�/�lwil� ram ei...ra_J S.N OB���ooO o v9�.D1.1h7111e�F11�1;!LVJC+�JF�J�9iJ ©9�►1d�7lA�p/��PJrJlfJfl9�I11r7 -a- ©. .... MEN OBf uuruur�u�u�uuuu uu��uu�u�uuuu oB J� o o 0 uu�■��u�uuuuu uu���u��u�uuu uu��uu�ui�u�uuuu uu���u�iuuuuu uu���u�uuuiuu uuiu��uuuuiuuu uu���u�uuuuu 08®000® uuu��u�uuuuu uu���u�iu�uuu uu�u��u�uiuu�u uu�u�u��uu�u uu�u�u�iu�uuu. The D,;ulmen, If eown[ene,,.n wm, nePoumlry xrvl<vemrlMmaemPbXe. If Pu oml.ul.m,u m.tte.mvlm o, mEmawiJInm.hmu¢ lmmu PI'm mmn 61 �u al WbY3151 0I I W3-2WIM Soil Test Plot Plan Project Name Calvin Schwam Shaun B' Atltlrna 885162nd St Hammond Wi 54015 CS 26900 Lot 3 Subdivision mm—mmm Date W19/19 S W 1/4 NE 114S 20 T 29 N/R17 W Township Hammond noting Q Well PL Property Line County ST. CROIX BM or Assume Elevation 100 n. TOP of 3/4'pipe System Elevation 98.6' •HRIPSame as Benchmark Seale is I" = 40' unless otherwise noted to 67th Ave its,5%Slope R 97 B-3 B.M. a9P Propertv Line 9-2 B-1 200' 250' Propern Line Scale = 1/4" = 10' 19 Acre Parcel 630' Property Line 0 40' 60' I I 646'