Loading...
HomeMy WebLinkAbout018-2007-26-000PRIVATE SEWAGE SYSTEM � 51 CRAK z,Rnua w+ra uvm INSPECTION REPORT AM 600331 GENERAL INFORMATION MAT ACH TO PERMITI wnmxr PMMn@I«.PwN. m. m..lpm. .IIMmT 306C281 Raquel Parent .��.w TOWN pOF HAMMOND� 018-200T-26-000 NN u. i.„NciS N .>mla a.m.reN+M 052917966 TANK INFORMATION ELEVATION DATA NPNVFAC1OREF CATIGnY STATOR &5 IN I IS III S.PN 42YI/I IN Bewnm.m 7 1 O"niAll B i 91 MI }.; svmr 99. 1 EAll AWding l3 97 16 TANK SETBAqCK INFORMATION ae., TASRx0 Dl 1 L INIM V _ sync Al uBmmmA4 IS.S 97�'H Berme M Z71mewa.,M.n BNI New /a RPe.N ea sr.mm 3 /so.3 POMPNBPHON INFORMATION rnalcr".. Z If /OH M.nw.mm., I /a's �j,9• L•3 163 ml.ml_5 9 TB 91 Cw /Os t SOIL ABSORPTION SYSTEM G vh a ZTo \ SYSTEM TO PIz ergs wE UNE9iRFAM .sw^• RMM UNIT IH.ma, EEM =—:;aZilir n a.—s p 77 SOIL COVER GUAM xTONI "FWe. rAM, COMMENTS, (lnawPc/ceadNc,N*nc.. w�*.,.pm..mal .l { 31NNN bAi• 7 7 PaV'� Nav= 1gA � arm IlwaMxeYb W WIIronY Inbrmetlpinry AD.nelN mxlDIM mp=HNmN, T/m)ic7 9ambn,= s.ipt's. �A1A�e •MU fiFw o1c G�..�:..e ,/lQ�. G ANT 3 R, - Pump Specifications 280 Series 112 hp W OXB MR WNUh ` _8262818 m, w wwhn� .aoe 7lu 1.ga¢m. W 53°7'� a A- ETE mwmus,.ocswc er-; N�SSY6R s N m.wwww•®.w�.e Nam an s�ve�x®mx�d e.yG) 66633 81 Il I Le-PMaxe Pnn AllNbrnatioo mPadAo RapapOnevxxm -ab- o� ! oAAA"m wow s.m. 5 w. rm ro Nmh,, ❑Pat4NbmmmY-w..a<o. Ok as ww �.._�� � � oavw u X S N 1�crw� m +Ye.me...i�(cx.sesy o�m.wa. coe,vi.��m.avwvnnext _ .^, aw�®wsr® ❑*,�.mumoex.�Pm�®mr Oomn�meam®�iw�l�l n• �,rowrss r a:..0 a.� ❑xma.,r.. ❑aww�+�a,.re� ❑n.�m:a.,.o-mm� - .a.r@ei c®wsw,�• wo�my.w a:v m wv..a n 25 yr"Z �_. s O r Tk4 C p , u(�v '2 Ce Jn iE �b $$ S eajn smvmM� VO. YVW 6hMe mPo°ae•W fwwu tGPoWIS Nnnw YexmW6pxm /�) W/r.¢xSNmLx S/4 Nmr�.N9 &mrm3s¢x r., -Y /�z2d vm 5eo�veac un,� System PLAT PLAN PRUmUT Ranuel Parent AOORESS 117016]fi 81 Hammond W U015 SW 114 HE V45 5 /t 29 WE 17 W TowN Hammond COUNRx ST CRON SYSTEM ELEVATION 105.OI1 M.5' Teen lift 2110/18 BEDROOM 3 DATE — CONVENIMIUCL A74ALDE CONVENTIONAL LUT HOLDING TAKE XXX 1000 gallon LET TANK SUN DOSE TANE S¢E 630 MOUND _ SEPTIC TAKE 92H HOLOLYG TANK SIZE LOAD GTE 1 0 ABSORPTION AREA 453 p of emembera none BENCHMARE V.R.P. Top M su ory son ASSUME ELEVATION Vir Filter I Uile Fdle ❑BOREHOLE 'DWELL'H.R.P. samBBsbBnobmalR Scale = 1/4" = 10' 186 Property Line Area 15' below grade is to remain ]% Slope undisturbed B-3 417 Property Line [ / 87 y is0�' B 1 103' h0' 104' February21, 2018 C09TIFNo 226900 SHAIIN R BIRD BIRD SELF STORAGE 1432120TH ST NEWRICHMOND WI 54017-6409 DIVISION OF INDUSTRY SERVICES 2331 SAN LUIS PISTE 150 GREEN My 543cu 11 Comae ThI Risley nip.//tl¢p¢wl9m'2m9m uaressmicuir seen Wisconsin pm ACIA PODYSlvQecuor ZONING OFFICE ST CROIX COUNTY SPIA RD 1101SON WIHAELRO HUOSON WI5401L CONDITIONAL APPROVAL discoloration Numbers PLAN APPROVAL EXPIRES: 02Q@030 Transaction lO No. Hit SITE: Site ID No. 846721 Reauel Pereu[ Plisse refer to both WMbe tlan numbers, Raquel Pare above mall curies ndmro with the e St Town of Hammond St Croix County SW 114, HEI/4, 55, T29N, RI]W FOR EVEIND, Mmmd SmSes, O BlJrvmmr my GnsXUMbn) Object Typo POWT9 Comini Summon RegWmed Obleet IT No, 19d8531 Commerce required, 4W CPO Flo" rate '13 to Rod MLDimumdmtb to limiting frmor from onenal erade, Numbers) Mound Component Manuel- Vet 20, SBO-10691 P (N 01/01, R 10112), Pressure Distribution Component Manual- Ver 20, SBD,10906 F D 0 VOI, R. 10, 12), Effluent Filter The ammuml d... bed above has bee vreW lrmComm on ban applicable WisconsinAdministrative Codes and Wisconsin SOmbs The wbmrthlwhas beenCON DITIONALLY APPROVED. This system is to be como-uated and located in accordance mN the enclosed approved pines and ith any component manual(s) nomewed above The mvner, as dented in chapter 1010 LIff) Wisconsin Statutes, is responsible for compliance with all code mal"reful No persen may engage in or work at plumbing in the stare unless loom ed t0 do so by the Department per s 145 06, SAID Thefollowing conditions shall be met during construction oinstallation and prior to occupancy or nee Prnerve dispersal area prior and dining concoction to avoid disturbance, computers, and as of the site. • With new construction; itis recommended not in actuate the pnmpm He debt lame until the bNo are pumped prior to homeo"ner occupancy Wastewater generated from contra eta or clearing of equipment and tools robot left aver construal produce shell not be dmcbo cool into be dams discharging to the private om0e controverter lfeaonent syaem (POWTS) Waste 6tandod shall be properly disposed of omsm or off site • Any tall Ronnie, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent mmbng and,, me monsoon area All loo, oname material to be removed ll memo are, • Divert surface water hem PoWTS Area Prior to construction of the dispersal area check the moisture contentof he w I to a demh of inches S tl ti e I ill rusult in reducingthe Fl fEe sot PmoersDl mournme content Van be detammust Printing noun saminic houses thehands If it rellsmse114 h t aim is coo went Ifnaml araeao cod]fine site wenor edonot PTNIIJ ,ill It m,n • All piping shall conform to 5P5 Table 38430.3 and SPS Table 384111 Insulate banning state hpond lU feet per SIRS 382 JU (1 I pq Us I I eerhl to meet aha an 8 11& gl_ Tank finaNtmn w rude, all manufacture a recommendations • SINS will Sift Mel l he management plan far a PDWiS stall spalflea] ly edidrea the senicmg mecM1antes ofen ammo, or anamMa treatment tare or a holding lank vul wNer, of to, fnlloxmg coMNons exist I(fie MnomofNe_taJs locaed mom dow 15 feet belox the declared abets Ncse ,tee god! ran Ms" E The Wnom ofNc unA alas ed more Nan l50 feet hanronmis from xfiere Ness no oedsrcuN • \'erefy property, regal prow to installation Pump Floats to be set and v enled per allotment or, Ameran¢es No, mutt or oumen mandate so mM TDH and GPM Soenllnupna • Armi that are occupied x uh ruck fragments use for stamps and boulders educe the amount of and sadaNa or wf,,rl Itn In,, actable. n the bmal arts of then retain bet all ale and toast Alarger lilt area nneusapxhcn my of Ne actuuuondmons are encountered, to own de sul claw mliltmpscarca proper Respansibilital The corms mane.. and each snhsegal mvnel arall reams ,copy ndw, liner including matruclmm odalmg to proper use and maintenance ofthe system Doman Beall recent atopy aide appropriate operation and maintenance maual anbur timer', manual for the PONTS described in the interest SPS JB15d11), In the went this soil absorption system many off, component part, malfunctions so or to creme a health hazard the property can,, must III the contingency plan as described to file upper plans A copy If the liimt plana spealicabnm and this letter shall be all durmg cm,truomn and open to inspection by unhorvN npmenmoves of the Deparimem, wb¢M1 may include local tropectors All owl rumored by the state or the kow municipality dead be obtained prior to commencement of m..coa ninalallatinopemunn In gtumng this rumored me Dnmun of IndmrtY carriers; receives line rot to require changes or atltluom Owed ondowns aria making were mmi orrr for cock compliance As per slate alals 101 1]I:I nothing in Nis rv¢W ,hall irl me resume of the canna dW foe detepmg a safe burdens awnure ...mmpom'nl Ingmnes aommmm r chi, cm mewdence tea, be made to me of me telephone numM raM Mlox or at the addrI on son IIte'll idea abuse laid addresv'e Imil pro,ide a Real ofthu latest and the PIIS Marginal plan to we cause antl any mhrn xho art rcspomwlc for me resistance, criminal or maintenance of due PORES Smcerclp Fee 0.equnrcd 5 :SO W Thrs Amo m N ell 9e Inrm¢d 0.fien \'ru Necerve Thn Imo¢e. Trim \'ender I teal Plessc Inclutle a Copy W nh 1 our 9 tofi 14 Plan, fr r, tan ul lnduatry 5cnrtes Paprnent 5ubmnlal hotvanderge Mw-4geUoum,IJUPm WiSMART code ]63J ere eaodenee,l;enn gny m Edwin A laylor.coast cxanr Spemost l7151Rd 3484, Mon IN, 8 00 A r1 -4]0PM • Insulate budding sewer beyond 30 fin per SPS 382 10 (11 Xc1 • Well setbacks W meet Cris NR 911 & 912 • Tank Insulation to follow all menufecmrc'a recommendations • SP8383.5<(l)(e) The management plan for a POWTS shell specifically address the screwing maclunns ofan eeoob¢ or muerob¢ wmssnt WM or a beldmg took where either of the following conditions exist 3 The boll of the ImI o I wakil More down 15 feel be IQ, tre elevation wlea:oc '_ The bottom of M1e tank is loca ed more than 150 feel howernah from whin the t'rohdo ands harded Nmff, prvpen5 I..H9 pri¢ m imllauon Pump Flnnts in be a it nad,em'rifedl per approved plan An, changes me, result in Pump resuand goin TDIA and GPM Spm(ufon • Arco; that eupiM an ruck bastards, umps and thuldets«duee Oe ens of sill evlabh rmpeoper veaonrnt Ifnnmher5m!l55vmlabk In in Ne basal urea prNe mppna m�ut be cm pP in ground level Alarger fill area is oecessery when an, if in,ft,, conditions me encnwtoed to provide sufficient mEmanve circa Omver Revponsibiltbo • The command mower, and each subsegcen ¢sMresolve ll resve a copy of Nu lever mcludmg ipmumaos mining rProper rest and mmteosu of We op ecutter Owo,s shall m:erve a wo of Wu appupnme opvwno and maintenance mmunl unit or comers manual for the PoV: TS described in tM1is approval 5P5 Jill 4(1} In the event mus sell chairman s, stem or ,of car component parts malfunctionse ahalth fume. We proper' oonar most hillox hie an, mmeenn plc in descnbed in me approved place A caps of me approved PWs, specifications and mail Inner shall be costs swung conswmmm and open to mspecpo¢ by mdwrmM tepresenmtrvea of the Ccpermrent which mq itclude local impmors All parents requom by me orme or Oe farm mmrwipmr shall be obtained pna to comntencentem of senseucno¢;mmllm ¢:opetmov. W panting mail spaced the Noonan of Indusm Services reserves me eight to require changes or addmam should cwsmem now mpkmg them wesvty fin Crude compliance As per state stag 101 I2(2) nomwg in tuts now, shell ehewthe therefor ofshe respommilm for designing a safe building, swnme. or component batteries; wocemmg this correspondent, aim be made in me at the mlepbooe number Itmd below or at tree address an this Indictment The above left addressee shop provide a color of do, Inver and the POu'fs management plan to in, owner and my omwrs who was responsible fa me ii,mallansop opetmon or mamenmee of me POWTS Sincerely, Fin 0.equvetlb 250 e0 This Antolini W ill Be Nvowed Wren Tau 0.aerve Thtl Nvoicq Tire Vander Lent Plume Inclutle a Copy Wrth Yaw Pnvnte Sewage Pia¢ Revemer. goDivision of IndwbettorsSmes Peym<m bubmlvel mm varvARR1 m To. 9330 p.m lam Wt5MA0.T cab ]632 vundmleest(a(wi e on Edison A Taylor, Waseu'mm Specialist,(715) 6343494, Mao -fit, 8 OOA M.-<30PM Cover Page Shaun Bird Bird Plumbing Inc 1432 120m St New Richmond Wi 54017 715-246-4516 Date 2/1517 Owner.Raquel Parent Location SW1/4 NE1/4 S5 T29 N,RIM 1170167th at. Hammond Manuals Used: Mound Component Manual Version 2 0 (N.01/01, R 10/12) Pressure Distribution Manual Version 2.0 (N 01/01 R. 10/12) Page# 1. Cover Page 2 Mound Plot Plan 3. Mound Cross Section 4. Pipe Cross Section/Pips Layout 5. Pump Chamber Cross Section 6. Pump Curve 7-8 Maintance and Conngencyplen 9. Fair Specificatwns and cross section Attachments Soil Tog Shaun Bird Signature Ucense num 6900 i�ECENEG Pagel o19 FLL 15 rah INDUSTRY ggNNCES System PLOT PLAN PROJECT Paouel Parent ADDRESS 1170167tb Sit Hemmond an W15 SW 114 NE I/e5 5 /T 28 N/R 17 W TOWN Hammond COUNTY ST, CROIX SYSTEM ELEVATION 105 WIN 5' 2'Send HE 2/10/18 BEDROOM 3 DATB — CONVENTIONAL AT -GRADE CONVENTIONAL LIFT HOLDING TANK MOUND XXX SEPTIC TANK SI28 1000 garons LOT TANK SUE DOSE TANK 512E 630 HOLDING TANK SIZE LOAD RATE 1 0 ABSORPTION AREA 456 k of chamber, Dona , BENCHMARK V.R.P Top of survay Nin ASSUME ELEVATION 100' EYIIeS IAYeDme Fi ❑BOREHOLE 'O WELL 'H.R.P. PETS AS benchmark r ( AC IScale = 1/4" = 10' 186' Property Line Well iS b meet all 161ih WONRselbacks Pro 3 Bedmom r1oJ;e Hu((cun Gomdo Tank Area 15' below gentle is fo remain ]% Slope undisturbed d B 2 B-3 49' Property Line Grading a m be done W divan run -of away from natem M. 102' B-I 103' 150' 104' ) 0-C Mound System Cross Section and Plan View - - --- -- --- -- -- ----- -- 3 I 1 } a a w1r �u , e Ij1 1 �- 4 1 1 J I � t 1 a 0� 0 i e i Topsoil ❑ = ASTM C-33 CvP Mmmml fill = Cleeo aggegme =J im s h. 0 pvc 0 sand i m 2'A m. du observationpipe GEIYE.RAL Ra'STALLAT1ON: ite mound area is srssked out long the demgv covmw. 6 mag vegetation is mowed and inked off the site The mound basal mess (L x VO is plowed with a moldboard or chisel plow Plowing=Y not proceed if the and is wet enough m the plow depth to farm a V. arch soil wite when a sample is rolled between the palms of the hands. ASTM C-33 sonny send is placed immediately after plowing. Sand is placed with v tracked machine keeping 12 or mole inches of send undm the macka or is placed overhead by a backhoe Special care must he used when placing small of less than one foot thickness m minimise wmpecnov of the plowed surface. After the topsoil cap is placed, the mare momd is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The obamaampipesmeslomdiathelowm6mchesmde aced mpiace with mbar oraclosetFlmge. 10/0 igi Page 2)o[r Pressure Lateral Layout Two Laterals — End Manifold Manifold �fi0 1 tnbu uNebwoAS �utbna Laonal Diamemc 2 In In. Manifold Diemeles 0d6re Diemerer 306 a Im In. Ft Ft X Odfice S L ateml M Id Force Mara Diameter Z. 0 In Ft. Form NWn L Tbmaded cam Lateral Tum-Up Plug T Leg 1 $weep 1v k I Bend Presonre System Coma ction Laterals am bvcted of Scb<dde 40 PVC pipe. Onfi a me d ed pmpendt a to the pipe with a sha drJI bit and face down Latml nan-ups tw vntb a tbtvdM cleanout pIW and are enclosed in a 6-8 inch diameter lawn spwkle valve box accessible Gom fftn a Bede. 60n09 Grade *0n�n• C?... 6-8 Inch Lawn Sprinkler valve Box PageAof—�— 03/05 l® n 0*n a0n , d I h p I p w I�- i s� QOY MmhOb Afm. 4'Ahwe QMe wm MmhoL Ni¢ 4' AFwefnde I.rcYMy Dovica MlablmLok ��.�,:� <6^ Blow Orole SeJN wrauFM Wasemwytrp�aot� "✓— \J\ Va MM. 13' y pyama Abaa Otls Mva, Wi4 Va Cy OaM Fiha -- ;� A f M_ � $wlvL ad Rraw WT Td[V � T OPI ft xole p®oim. Wbs Vd®OLL is B � B. 1 30 �j ySBWmm C fb G G. � EF Bay �. TOW Z 430 GFMPYII. INSTALLATION: The apucr� uek u EWM ad Irl 81kC M .mdacc wuh � manuficmca s P^m'a WPa*I4a+fssa'wc. tAarimum depM dbar a W� M Wo mmnfxmc. my oof b<cxcwJed wYhwa pva WPa'cL Mvvdik coven cRWId m &� Wes a cffeolive kdMig Jerks (ptlkc4) Mmlkd P�pma a Wi Mlx ml aWa a oI cppord mawMl comecLJ b db W4 wah.w� Glma, W lud w mbb soil m pmmt m1Mg a a6WJ8- lbe fives mcM k Wend wJW 4' Srp. 10 PVC m Mbpe Ae wk mmvaY0 mAl6c ebev<vsaleJ wr�afipft. FbNirsl vrk�{mplW vmy NPC 300 1631. 07JO5 IJ Pa6J1 of HEAD CAl CURVE UDDEL. 152/153 now xR xixlmE CONSULT FACTORY FOR SPECIAL APPLICATIONS n.eaml9 e.+e.,wse eolm wwa a em a1>e1e......1u..a.lwm6.m y.11. l l 'll e,e, w,I> llrAt a, a.alaela IF, tell trey as alamm Mem trees SeYI Wkdv MtIl autell llm<XAa,i Sm:M1120 •Q'uiX'F (51'C.9PoYYppbdn lN,MO r>n mom Sf�ppO� c.Q6ur�Fos.m� omoov� �Eao© Del �iolax mwga�a uwrtw.,[ewaeawero+ mnwusbasFmq[clwawapm�ewrymxwlul.wN W toy �w0cx. 9. 6mu[xF" Xmet ry l 152 153 Feu uelere wlber,u y 5 15 69 261 D 291 10 31 51 231 70 20 15 46 53 201 61 231 20 61 44 162 52 197 23 26 N 129 R 1% 30 9.1 23 62 33 In Y !c7 22 85 w 122 -I- con p16.1«0� �Sa„l .`� Mal IN!t I Al 6agb Reset l ye.rxreal,.,aaa�xmm6aswyux. E. G FM),3 b E¢nq my d Ew+vN MTn W, EPol vxbEbbNmmdwhn,OM3 maxamlmgau cMY al4aUl o lalnan.� RESERVE POWERED DESIGN Fill 1w.la Q.1mew a mavens Gary h aeyne®ea.1mm6a66g1 me`ynr w1.a 0 e.�...m+.a., PFoo a 'tr0 l O Copy119M 2()O lea Cc All All Feel (o1,ya POWTS OWNER'SM 14UN &MAWIGEMENT PL _ 8Y9Td 9PEC61UTpNS g1iFGNMTpN Owls Bgak Tsk Onarly pNn whit Sapk rkk MMa4marvim BdlppiaMRela /c7 Pvnn;od kYkflk Quwft aaalsb ainaapa' PleaarlltNlky Fdk OaSGlaop(FOG) MRQIL pSnkGlwelFM pwMFY ma.lkr GnmlG.lule (eGGJ t olne'L GMaw+ul,waum Owemle TdY&apsltlrd SdCs(Iss) ow OUWtloNal OOtlxr YtlilYmaw PIasNCOMM�Y sb^M'awia� pbpsvlGya) _ _ emwnam omn owmm (poo,l np mpL Olnpesla 1pedyl G� �9muw (p«aMllMal Tatl ^ubperECE Sawa (I55) 5]o mdL O N9laCa iOdolA«l«�q Fool Catlmnl!Iwmzalz awn S1p MlopnY p G Magnum Eoluenl PaMY sue IN wy — •skurwa vwaYJbnzart.awr_ swum. Ea.« s«am. Flaaaellry lrspdmllenabMzl NkwdsuwaY Omanen Oy S) (radwn ayn.) wTm mesa aYzNzl xlrlmlpWeklEPa NWdanOaasY Naaall wah OnmNe aweW (✓J s) abM wknla IMaakeumf Yn.l euptldvWwR61 OlandmnelY Ml�d«oaasY Onomlz e) knpNtppp,Mnp onhm6tlmm Nkwlam OMy OmwNs z) pfN gylyjzaysly pleoln«d NYW antaasY 'pmsmw al ONE • NWM«lze wvY pms�p�a Oymis) NF CON,NYnlnlay way a s Gpals) cm wupeam a mHn ve eewn+ ma sl+ a m.as y n Md.Mwl a,./.y ae a a. ue.ay wnee « m�u' MmMr PkmkeF M.aRe PzalOs Rnakll» 8wer POWIS Hpaor. NWIS NaMYIr 8S1pn event S«abz. T«k nzpamol¢mskldW aMnblNp[oRiaMbV9gwlEsW aT'azbY9 «haYrl ll.apse. mkaar kp waeo w iea�. �lww.waawwamrokwe akwpawm mn kM mmeel mr wn p.dap «pmmlpadmmmnnw 9mnnf surtax. TM kapwd al(sld+a pe aMlaly Ylpede0mawkMeduad lwaz InMaamation pym all mUxF drry paMp adMlm MpaN vlbo. Tle pwYnyaati«YnM pall wls«nMY MAN a bi9mdLLw W 1pkeatla YnnglahlMahwake brti rtMaabzYMlwllY NTm M candneE a'>vmuNtin awdp.rla wml M «rylW awob wnWd (K) w murecl tlw bnkwluma, Ne nikeawlm6 W Ike dnk stuA Ee lenw•eE EYa Sepb]e 8gY1000pya(«alq tlzWSN awamtlyce xMa ai Nfi 1n,vNmam nemw:so-awe coon. me wve+e aenwenl�n kv«pms.Rea rolls mnpwwm.pnanM^^�^�^a«�b. a�++,�nr aEwz rtkmbM� «nmh«g a aeaend l3 mvEn «k6 NY be psmnrW 4'loltlfeE RYMS Malnwine' n aspr lga'l soon ee n.wena m e.e as raq�4ay auwaYy WYin loewa amlpMWn asp asss e.ent STNRUPNIDOVEA ON Fu neweaabuA-n. po m vss of nr mwTs Merl ua&mdp tiL(q br M pemz«apYwq plaEum�«amer alniYfarft urosa Unus) p�myaw EnyreMQWnzYW(q Ilkkfl adwea nave dK m,lnnaaw bnys)lema+ee o-yeznapemwrenpelam,paal to usa , eTAm w AMO bFERATpX sa �w' amerlm. ab� b �.. a m. cavrs dlea eYbXtl amca acme q•eau IN vAe+.a emnY• a MrMa�le ma mq Inyega an eeserien POY• vLL'Pr Ew^R%tic U'pIW aMlal rc r+gn wnmewW. w aenw•a Inn ule a•anY d Ne tlYl•1 ranoaY M e eytlps e•rnnre roer•m•pn b �r. SYeYn 4gYPMNI Igmvwtm edl ,oMMw aelmuntlbe I�gXialn aWem Outrq Pwr angu WmP nnY mW WI eM'e nOnnFl MXMaler I S) IN WMn power I• mW p or mxef welYnlM rill M a.cnuAeemun abpsYlW band Uco, ueN be by aN nrp iw+n In me b.avv asivW gcfW IN•IW To e,t Me Y4nOm Inn M•nw or Jtl'e PnT Wt Ielgstln eSPPI olunob"I P'W * b�eeMN WM'm Ne dmam t N mra a rlunLr n WYNB Naw�Y b eONI h nwmYY cpntlnX tln Pump mRde n mba mm! Ynie xlmin Te W bnk Of m wm mr or am+anraonww..awemmar.Ym ISIwaYn mped Y/mvW v®5rsx )n OAUR 3 RaA6a� w NmnnMn al m• bWrg M Ve vulenela aLmn I111 vnpP'• 1Y pegomYm YE pob9 me Xe dN PTYIS: aaemar, hell'a'.p• (P•YaYEtlEWeem: •Pe)nIYtlY neaM1FWh o, Wrd YwoLnYeC,yMmiP: mlbn M. 9 m, lwwe. s, nObdwbrinemIalmel .emV•Pr. M1mJlEablnlelMgms�: bG: h: RCabnulrytllPlmmPEYNcbn, the AXNIOpl WIYi b0 pM6 hW lrgFx M P•^^an^rcY alMn MN amW Ins M1AAx.IN atlpe •NII Ee tlM b ImYn tliOMe glbrri Is pgwM YM YftlyeONgIN pimTAlYm xim tliepbr Canm9.9, WYmrnW MmineL•Vn Cole' • NWr9mtllbWPtl NuiYEYmFrbiNN•ednMwEAP<MVEWeI. T yMibq/yrW Ye Pe+MUYMM NI nn pMYlY deWwldW aeYupF BeMLp was • .W WMR.HYi•WPY aM WYUMeOWiemortl utlWrmnn mmwY •M tle wbyYiYtl M�eN, VmelxercOYMwq WbIrIBMI fANI1X0XXCY FLAX tt Ne PCWB b9F Rq nnml b npeYtl Me IOIbNry meewin 1we tan, v muM b tlAen, b prcWJe a wM amglM /Wlaanenl•YeMn' O A aMiYe �e{bmmYl ere lus Ceen a LieYtl eM mY pe utlltrM brtlb bWwi o1 • rtpYcnnill aYl BInaPW� Man lM nPIbMX ae• Nwle Ee pdBtlal Ilwn IYOMrm eN •nl 1Ytl M ee IntM9Y Wm tt/ n9uMal .m.w•an rwue w P�awrl auvden, ml nw.nwX. yawn m Pnl•e se rYYmiYllvasM rauX q n. nrel b• iavtl ak w •weuMn b nmtllN a •JW` • AYarcM am. PYYmao •/eYn mrlmYlyaY M Mn b aAnnM 6Y Pslepb igiarmlwYml mlrM an b•aeaa embrpXrYYtws, 3•mpaNbrm NPOWIStlNnlopye MM1g Ini nryN hnW10 Y e IMe®r1b aq•r Me (•Xr PM?3. -0Xp uw Me Mtw�MYW bMeMyn YlntM nplamrYilxx UWniala•dXa PONfSerl sq •►mna�u� mm Ee rlmrllobra•sYYedx anda'vrial eta• Ilm regecemml •IY YSWIeMehI6'pi Wt mryrlrwlMlY y(� 4N,nalb repam Ts61W P%4IS. / eugaauW l�q pncYntlM eyabYn ^W b �xvnEuml b Plat bYYMV mnwal IN Ne Wmel al M• MBIIaIW eyYme mwl'o^FIY WM M• mW Indhtla Nallne. eWMa N llpI1C. P11W ylOOINl11 TIIFAlIFl1I TM" IYY COYTYII LE'PIAL pEBGFe,W6pX XpUFgYp LT'/OEX. DJ1VA XXTIP ABEPIIC. gll Op O W TPFATXEX?t41X YXOOIAMYtlIICIIIBINICl2, pXATN INY gF2ULT P9cUE O. POItOII FIpYTIE IIRWMGFATAM(14Y BE OFPICIILTglI1Po891BLE PONlI IWTALIl,A POWIB WJMfNM XAIIY .S ✓`�— I 1 NEllle �a� r Xa XaXXarvuTOX IYq Ia.LXeauwTOXYNmlomr XYnlXXg PWIn ��=a Plwll. Yr—kJs Tro awi.n w mlY n wipgnn.0 qya ew a¢r.TgeXl Imam re anf xl t m a m. tl'mwn Rennwae. ae. pDt� 20140048A _i4 SAFE7Y 3 K L0i;i3S SECTION A -A owacriDuyw 2 a , Meilmg Aetna. Prep TQ °�IMm.efiamPim®gtlo®p e4amvmifmvewemtlo[pm) City/SWe Parcel ltlmESutlm Nara: i��a LSGA. DUCgLMOIJ C p Propvh LoretioaSu/ Y. Nam'/..Sac. ✓ ^T Z / N A4 Z W. iown of _ Sub&i m F. !-nv f ILa Q la# zG CnDDed6wry Map# _J Volume Pagep wn„ah Data fin`-ZY42 vahme eeaa se�»e.. .mO Idh® �E�(vble� ro 1�.v¢u.e ®G mmfmmiafyam.epec M'm ¢WJ �h W RP®.aa�LvamhmUe wYb. Papv mmmn¢ecmim o(p�mpmxum AeyREcf6k amYlmm Yw.mw®m. tiuxbl. byshemWP�v. WhYew W.�a 1M q.bmfm.Hecl the fvrchw of ze�phemvLm. treemmtemye mJn wOauP^.1=� Owm ®amo.as �mNa ���mm ma.V+�� in qC � fli.52i1) W w m.vlm 12-$L tro¢Ca�y9.oavy O.aam .o. b.� .neammbmRmst WU Gm�yeh�ng 82m�Cep�m.ge �aamtim t�.�.nglhe v.Je�mPhmLv,mNibi Plw»vm.h[ma.iv�vwi(Y°fl lhY(1)1ham.1® 6m � tqw.l.y.l®mIDP�W..eWe ida mNa(2),Ib mAe9mmdvmgm�q (J�Ylte qpc uoYh .m1uNn3a0. hveCmvn Vey Poeabow^gwmmn.ul W.emmn®�hep'n2 smaN paaod T�.M ¢. h' �gwvmwCu®a.m m=n.�vmmmxm.laeo+w soaw®.m c cm®.ua=e mm wm�mamhm hem�muma oom eeW�em+me.m�mmea.om c�ye�an 2®a+>,em�.mm �o an wme mlz r� ommu®me. v..o.mym..u.mmm.m ®a�.mm.m a,.mm.sw mmyr,m ta.tag. uwe mb.mme owm(p orme aw.N ambed .hen M wm. w..,mmy a.a,.�.eee m a.p.re m ww, o&:. Nmmberaf,e o00 J ATUM OP APPLICANTS) Do o2 / U E 0 •••Aorm�am.u®mm.mv.pm®md®r nwkm Wv em�p.YPe®� hemd.«vt.ahrme eN®e sz®,pnep,®i ••• �e6ama.a mde wmy � ��rdm1 wm the Sro.m. atD.m o&a ®d.cwr.f�he unbd.vvey� ae.'v .1 �\� I50a ° / ;. 27 P n36D SF I m� �s`\\ c5 ' ¢0iV \ps >r=/ 261 Ac I /p �2'6'' , Nwc ie8]bi&4d i < Im 28 696915E Q/ / / B_ 2 I ^ \ \B\53 0 Ac > N/ �'� �� r 139 Ac 8 �B\N. 4'40'4] mI \ �1\/ 6�, o W_42582' J 25 / \ 6691 SF \' 1 R /_/ / 612 3/4P� l 3 A. / I b 799 S F ��M 8 , 64 Ac mA„ m \ \ \4Z\B9 �e 13h l., L — N B2_2P33" W 45901' Im ,0 72161 sF 166 AC 10 18 \�>5. ag•e� /Bs,�^� c"„ i l \ma's —J 722 44 sr 47^ 3, 3j/'ss�. �i i l 34 1�--- nm µlme�p(..rprxadniwu SOIL EVALUATION REPORT wwLa.� p..aasar.naavv .a,co...m me a.. ue. y n S� .o.amw.owa.oa^ww,•vw.�e�.w.��size in.��w.,,,,.m ovs++m...n.orwwv. �v.,..oe wrrv..eam�omi..d PN.a. pi^eW Mb.m.tlon � � �, cwrJ .� c /' F� ��.��- P. P0 10 �s �.. , a9 a . E . r..'°T xndonen aaamn dsa.1,asorwas _oro ❑wda,�+ ❑ cwty � eva.nia�l.l b�'Y riooacr. ✓«..v,n.wum. Nr,�.—_�--_n. rA� e�.s amro i E w avw.n.wa. �n. aµnn Gnvrynav� n. sou mnv a.. x.me osn m..�.. 6mo�wv, mu uvu. ).... o-Yan. hsi 'Eiu .f n � Cmixemiami wt a(e. r m.non« Plow io• / ..a. -2-SL ©srnn:�mavrnr�n�s:����®sue �r�^n��see�n�e�n®w�cr�n�es® numugs F7moomoos Cl -EfluI •CO. ,>n. m^VL N IR>n:5w.µ 'EM.n.BCO!L^V�Mi95: n^N nm.«"Cd o.plow cgSSS W3151«e. 608.uw8777 MSe m.mn.t i. «naA.« m�.i. ei.«e.«nn me e««o«« «mu50-nsi «rry ma.sumi P9 3. Soil Test Plot Plan Project Name P C Collova Blom. Inc she ud Address P O Box 489 Somerset Wl 54025 M #226900 Lot 28 Subdivision Farm View Ridge Date SA/04 SW 1/4 NE 1/4S 5 T 29 N/Rt ] W Township Hammond Boring (:) Well PL Pmpeny Line County ST. CROIX BM or VRP Assume Elevation 100 R. Top of Survey Iron System Elevation 1050' 'NRpSameas Benchmark Alternate Benchmark Top of 1/2" Npe ® I W2' 186' Pmpeny Lane Scale is I" = 40' unless otherwise noted 102' ]% slope 75 V y„ B-1 I50' Pro Town Road