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HomeMy WebLinkAbout020-1481-09-190crunG ... PRIVATE SEWAGE SYSTEM St Croix Lxvo-.n °ee. e.mncx.mINSPECTION REPORT Amed, Pmmi x> 615440 GENERAL INFORMATION (ATTACH TO PERMIT) Allmn10 NO ngPON, L... is Or OIMO AllI e,N A wwpam.mrymuaal wi '..he T.ax Blentley and Jamie GrekoHp¢ow Cm >w TOWN OF HU030N P. 020-1481-09-190 eLea. .P ONlddrev..mPn.n 2-1 li6T- Per •e0]2919308]D TANK INFORMATION I✓ ELEVATION DATA YPL MANUFACTURER k.al CAPACITY 9TALION Ba HI FS ELEV m Co.•. "•Q 5' 750 j All KILL. aias e¢w r4 w . Z 95.4 m°„N SUHt Ina •i 95. lex TANK SETBACK INFORMATION Slat Ouun \ TANK TO NIL NDFLL BLDlnbak,let _ ANAN. s`Po` -/zs ail m 5.8 9Z z G°xIu j2SF Alp- Ali- NA- — eenMe" 2.� " 7 I B,¢I. N�ce z. 99.7 rl But Brelarn 3 15 99 O PUMPISIPHON INFORMATION nel Grade1 .S macv.r 'T.'odCarl GPM SIGoy°KI / 2 • 17 •'"°'°°° ZiJ v 01 Carr-okm, ..r^ a4 fez 0 98 TDH SOIL ABSORPTION SYSTEM d xf 5 .m/O ANO 0 W.aw Nwopx• GvSrF�n ro /^9.flMeY N/L /p BLGG .IA— LL .N ME/SigFPM .FA_ Uxrt i..un. Ixumm. SYSTEM LSfll IIAN q oh — DO ZF liw 5�.5 a1.St P 3 s°s3Z1. Had °Z.6 ) SOIL COVER xPull aynwe ony n&I q "1 ox. COMMENTS. tmaweeweexoePeneies Perenn¢emmnl eml Iwry glzq )q I.ePe mn Deal RKAUTUMNOAKLN L",-ONI 446 t) /I e,BI°m,.m,l , � p1w ak ;x �F „�,o,.°z kr,ddama �t �n z4 r9 6 uxy 54N-dai9- aso �� �' 6elalyanE BwlAry¢Omwn r� /1 J/• TO 2p19 m1w Wx�ciplml.w.VO Bmr,63 SmmsPcmnXwtelmtlYtlmgre.� ppG l5 .+ae� m savor - a /O8a RN�Nm 0k Irene 'Oau- a reeMe.YmP �d� ..PP ai P.mr wme°f-N� mr a.a°ar°°. w... im.n umpme im.eu,pp ei.� e wm.P.<,w ❑P.m��nn.r owm,.�,�rem � ,. P.m.xrrwo-m. RP��mm oaf PON'1) pNC°m neYpee�m lCev4JI W. om®� m��� ro mfmm. u omm W : v<.®�� ' .Pw. zee— -- z_l / mo.,. _ „wmm �w.miPP.mm 3i ,wP.mm °enma,i.epa„ye., �...,i�{—✓/JA4 YR WOYlW�b l.M6yMeA dC Al,,�- e�A pe �s 0 nmumwpesws.,sr..e®6m•wes n I e MIT 18P6)9d (0.11np IN C,6 PROJECT Jamie Croke" System PLOT PLANkoX AXDNrt4S 959 Baer Does Hudson WI 5401E HE Ile See L14S ] /T 29 Am 19 M TOWN Hudson COUNTY BE CROIX SYSTEM ELEVATION 101 07/15/19 p DATE: BEDROOM _ CONVENTIONAL— AT-GRADF. CONVENTIONAI. LIFT HOLDING. TANK MOUND ' SEPTIC TANK SIZE 1255 gallon (EI TANK SIZE DOSE TANK SIZE 1E5 MOLDING TANK SIZE 170 RATE 1 0 ABSORPTION AREA 600 R of oBemaerinone , BENCHMARK V R.P. TOO oI&J-PIp9 ASSDMI'. ELEVATION IW' Filler 1Atc11nK Rlkr ❑BOREHOLE, OWEJL rX R. P. 9amB As BBMM1mBM1 HCE]e = 1/4" = 10' 0' 40 E0' I Pro Y Bedroom At" 15' Mlow syelem is to remain unaaWlEBtl 1d� Hullcun Comber Tank Well Is to meM all WINNER eeteacks I I IrTT� I be to Gaining is done to o IIIII I divert ru away from system Autumn Oak u pN1510H ps p250p]ISPC' m(nry NM 7' GREEN MY IF rW.,. �: Aurysl It 2019 CONOITIONAL APPROI AL PLAN APPROVAL EXPIRES 209.O8.14 Plnn Rev text PW fti O81901464C stint RRIRD lis umb sit Nmv R,,hi wl EC V SITE Jamie GlekoR I m 111 nnmm, ono her. Leon oft mdwn Saint Cron Count, Tom Aummi T5000 FOR. Mound component all - Ver 20, SHRIW961• Cl A INTO III Distribution Component Mound -Vpe 20, 1I11N107(do 001101 R To 2) ( Cr[Ml n RIO GPO or Blemle - Am, C1111111di Mumunwm RupmrW It, au meril dembed advise M1az bent rtd Ill L11111ni wnh ephmme W,v mAdr ue(WI N Ind lsn14 nnn wrm The obst has Theo ( ONDII E NAI I Y APPROVED The sy seem Is do he 1 tirurwd and Israeli 11 mmd d, nnb We emnud v,m Ippi Plana And mrs wmpm[n1 am"(,) n ml ON C M o„mas defined mrhapin ml 01110) W AIIIII Swnmc 11mgmnAble far mmpnantt „nh of Me momnmi b vW W, met engage in or oork m plumbmg m line uam woo licensed todo so be the Mpmnenr per 1145 m I by lolluumg ... dammodl be met during cosorwrion or installation and pour to uuvp )0, me Pmene d'upem "a prmr anddunng construction In avoid disturbance compmllon W URa(,ba'ad • With n ended) wl to m,rvule the pumpm the per unk wul the Wkr art purnipno bthum tupun y • Wu vgri Oriented lmr n Weunmgrl equipment and Fols and/or left over products nett not be d,whargea mo inh Fluor dmabargmu m the PI wanemmr uommml construction IPOW ISI Wane generated shell be Failed) dealYrd'If omsic er'IT sdc • Any tall IF r, lee euha shall het rc Imm and sad priorrsm tilling lbpce for nallem tn to m pmvmImgmdmthedspvmlvea All lnm'torgwt material mdsmomed The mound aw • Ulverl surface water from POINTS Arta. rMbtebbwnb ofbea1rP•+n.ee4roaeklaeusrbeewea.a Orlkveilb.4Pn rang 6Mlaa Smvine una m Val' Siugnrvned nin bean in reMMPII bra infrinn deal in. orlk wl IVa. I del n, dmmn Had n, rouble n xll bmPlekl+nmM1e lean[[ Irr pne mrnn IN. m,M1 cams Ine.in ssbx..�ut•tn pnpnm Ifnurvmblev ulepmryuwmcan Mw'�IIflM rmnwu.mw M'plav-Awn poeeN lnhilaAe� •ngpin+Nall... mOlm I, SpP cable 39430a3 and SPS Table 394 30.5 ]',Mace building Mae, hrp find 30 elf Sir SPS 382,30 p 1 Set • M'gypaey bneMAir \X nll&nl3 • Time Natol GOn in tltllon:dl mullhal mcommanall • Sin1U4lpfel I he nnunopnrson plan for a POW I S bead sPbillmllY vddbaaW 4nil moexi I an owl ISelm. i uumml YN baadding was, rkre enkr of rk rolbvin4 andiriwn any I. far Mom If the Lack ix Mwed mom then 15"hAm IN ekr " where rlx` woviveg p.W a knuled. 3, 11 hind nl the lank a invited nwe, than 150 real hOmmnNlly from wham the son Icing pb h luunnl YeaNY paNeeY X+NUI*rv.Winsbllbmn. NIq UwYWMwl+rmeerlkapr+pPrney Pia+. aeY elraoan mq mnM In Pump naMplo mail IYII+m14PN Simi nlnnu Atoll 4MI omnVO,psf I• rvk4 mdr, vian4m 'm:IS, •...I�ILI'le lean �III ddis, I k_he'd aI[as In Huhn r IpIPe�I.IILiI, rl,nrsllsm_V fort r o,nnrnl M olio I... n m,rn lrn rnnlL nnlxl ie. 0al Rapbami61014a • I'1,,Omni fixnv, and dell yuhnVuent closer. stall ll ra COPY OfrhIS INwnI'd adIn imlmu0most, st, wr�W ltae mid malmewne Oflk sYaem.tTmeRMlbsbeamy'arhmpupriangeralion 1 Intl aNmnm1)11 denial lntlIf%3N'TSdeMMt m IM1Iaypml SPS rein u health lv,d.Ih hngdl enter flat ry'alen uhall cellise mad No[Ilry za as In ucaleaheallM1 hvmd, the Prupnl Ilnnvr maxi IId 10v IM10 cunuOSanVY Plana PalPi Ja NenpprvtuW plunx A eulry.dtk Mpnney Pr aa'ifenim:ma lass knn akll he mill, dmi volawl SM IIIN Impmm, ap uuhnrood mpremnlanivs of the lkPanmenl choh lap mind* Ideal inapanua fill pemoe Myulsbl Stbe slnl, If IN how mmldlkry all knMuoM biww[minnnnuan W 3mmaat•n-pbwnm In yonOns Ihis uplamul the Unison Of Indublp Mn ittb Of es the fight r0 handed Jail or lost Iam dwuld avudl01 calm flalmg tkm n,waun hn,wk mnphadead Vice par srabyvs I01.ISt2knnNlta an din to, Sen. "I Na deaMltt of ON magi N, for deIglR acab bussing. muia e. w emTOMn Ilocalau wnaebns 'm mlam In pspleddi mnJo 10 me 0 the la lephune Ham[,,,ada[, d aaluw Of l the Wdef In SO, lrnMlead. IN all left adds l YWl lmmy a wp nrlab Imam and N, PDWT5 management plan lu hkowm'r oM my Thera wau fire rvxpunnMe lot the installl Indiana, of mnlnteonnua Of the POW to . 1Y. 7 17m40,6u/ Tb Islander kmn Rtb1, 1,v-yp Pill RCVn . llbl" earanal][name, tanenl(.nna. Nrr lml. fvrgnm.3.30p.m Cover Page Shaun Bird Bird Plumbing Inc 1432 120th St Now Richmond W i 54017 715-246-4516 21...J.2 Z-"t _ Date. 7/1 B/19 Owner'Jamle Grakotl Location NEIM SW1/4 S7T29N, R19W Lot 19 Autumn Oak Lane Hudson Manuals Used Mound Component Manual Version 20 IN 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 SectloNPipe Layout 5 Pump Chamber Cross Section 6 Pump Curve Filler Specifications and cross section 6-9, Maintance and corn anyplan Attachments. soil test Ill 1 Shaun Bird 1� Signature ` — License number 69 0 Page 1 of 9 Sysam PLOT PLAN w! 54D1R 850 aee, M!°a HUOWn iOVNTY ST9T Gam. ADVRL55 HUEePn lertM GleeDtl IT 2=X1R 1- W TOWn— I'ROIFR 7!18119 tlx11ROOM 145 T NE IH1010' DATE H0WD*GTANA— sYSTLM EI'ETATION �XYEVTIONAL LIYI — POSj TANS Sat 765 AT.GNAPE — coNYY.NT1OnAl. 12559a1Wne 1}Ff TAM SaE pVl sEe1Tc TANx slz WAD AwwxvrlDn Axu s none .1 c PilurFAIC MOUNDS n IM' Llfcurrc absDU TAM'SOX — PLAIN ASSUN' E6eAiIO .ENCSM " Y M1.P DD DI }.a Wp,LI. •XWP,LI, •X x�M1 �gpRPAOLE O Scale = 1140 = 10 s I'I II L� P,o a eemooX as m Cameanoustu o ts' canon sYSI°T a nlaW Tan are. HaxcaD c GreaN 1510 be 60"nom asun^`COX Lan, 1 ell wDNR ambacks Owen Ian OD ewer wan a 10 rWe snoURM a 9 1U 8% Slope 95. 99' too' 2 o41 1 t �1 At W y I I I I t Mound System Cross Section and Plan View Dimeuno Fcet A C7 I D G D E F t] G s I H I IS W 71 L �79a I � _________L __________________ I 30 L K } n� Z D SIo J 1_ 1 = TOPsmI - ASTM Ci3 ' Clean aggrcgam -4 insch 40 pvc Cep Mmmal stood fill '6 to 3'6m do obevveoon pipe Gessocile G H Fabric —— — - — F /a/ -Ott /CP!). J—Ft Contain Slope Direction GENERAL INSTALLATION: the mound arcs is stakeel out along the design contour Existing minty ou is mowed and raked Off the site The mound halal area (L x Wl is plowed with a moldboard or clusel plow Plowing may not proceed tithe soil is wet enough a the plow depdt m forth a'/. inch sod wire when a sample is rolled between the palms of the hands ASTM C-33 quality Bond is placed irrunedlately after plowing Sand is placM with a tracked madum keeping 11 or mare mcho of sand coder the traced or is placed overhead by a backw a Special c must be used when placing send of less then one foot doubleness m minimme compaction of the plowed srface Alterthc topsoil cap is placed, the entire moved 15 loaded and untried to promote vegetative growth, limn erosion and protest from freezing The observat on Pipes me slotted in the lower 6 inches ared seemed in place with rebm or a closet flange HV07ID Page of / .vn L. OX mI Xn+ Lateral= 1 s o'en,Dier R = R. Signed: Llcenee Number: Date: x 3o ImN.a v 3D Inches Hole Diameter zLinch 'Lateral Inch(nl Nn Hole ItattlesForce Naln ' _ IncNx Fof holes/OIM2z Invert Elevatlon of Lateral&�ekC t. Force Main Lergih - 50 Feci Septic -Dose Tank Cross Section And Pump Performance Specifications Pilta Mmufmmrat , L pBtaM Nm Mmiaim Pwv eeo7ney�ea 3 G F TOn Mliall IS amxMmbnkhbn a•wtnwcmd. wm Iaclwg Dail&. <6^INvMevEolc efmmle Mtn a^nbma Getle aglow claeswea werutipm sswvb Muuotatl wMlnctmg Der w 1 � Pmiebedlie(Ie - _ _ } Vmt 69v IP �ixnnnea W0h VmtCnp Out4a FYta �� Idd �:. I��� WaBeHle is SwmhB andaeewve TCPaciry ;: A w o mk Volime— GPI Dimmmioa Inohea Voltmu a aoie a ry A • U talarm) n y j• Elwehov C (dose) C i- � Bavam (dead) D D Eimxbon Tom GENERAL INSTALLATION: rroe mp &mc hmk u bcided sud rock fi m ecc®aurae w Me mmufscuna's product Apimwl apam5&Wae. M == depth of bury a speoi by dw nmuhomar awy em ba ex eeded without piw Approval. Manhole coven mpoad mgnde haw m a wl ong doai&(*lock) mW11M. PiP outhe ivW em oWalu of ngnnvad metedel. ronuamd tod tmk with Vrt ght HUMP, aM 4Amebb nll to pevmt eavlingaa®ne Tm fmw n"^4= 6" PVCm Endge the nnl: esrsvaam and We nlmwue&letl we4tight. EAe Ij( cmwptuewid& NP.0 300 JgO WComn Ifi2Y dHpS U Eve �w�l 280-SERIES 112 hp Submersible EffluenNSump pumps "'Ve• PUMP M m-she w,u..m,vae., av9lsne.lmula uannn,me,..n„w.,:w Ma+ d�m uumP w.nn ➢PPkQll Onl mtrylm nigpe, 1oa6 o,m00e flow, D"nW awls tuft 9 unlol Unl-BWV"C Inp IM ZB6Fi,gn will Pm.me val uSoulprlMvm AN Moeel9 Fealum: . Pule: eryl¢'lmpole, P Mug Lr9y9 W xlffi WW%' . afs Rill 9 "w unary •PennenMpy luEneelN Ul%N b ball Sui •FSory Ou+9asc ci •n,9-n,arl.,newr®wel 1 hnacme® •%'pa9lurGa •SW'b9eW WNM, Yves,-�Ylrrortlr •Mer/n„nAtlb,yM:lapF 9MaYlwfadlYgYs Maw lu wil Sell o' AI ern.ncgotisi aon9,w aouo..l As Oran bear_. c;Mu,w__ WA lh,i,ill _• WA �:ilwa3w..b.a w,=e.a,el.mn. Fe,w.:aw �x co4aia.Aoa Motor SpeciHcafJpno Eho WHZ xW vaM PI fiIIW.a Wtyp S,, I�lPemare,a 6lYh Caps:hor 9.O aA wanp9tue lsl� (XUWR3g9 Per/ormane Curve: 286Swiaa "m 1 wiuw�Ron 5Qiiiiuinmens „e.eOeo�YCN9tl emmmmemmtl 9eese� Fe eYApee ON'Sois - ' eeee�A�l�eii�N�mennnn connum ' mm Y msmm n Ym momisM%mesa risen u mseew asseemsm9mem nums���mpy u aemLswaYmm b: 061a leAA AA MNWW*M U.9.BYw FSMYIuu o Y 78 114 ,W A nO Dimensional Dela: W.gne Si lm. Mrem: u' "Ol W~O'1 2ln)) Minimum Sump D/rFwMa: M sal M u- M i!117 VMF ,le' aR Hw+•es.e.nOa �a.Ww9ava�nb,ef„Pf Y >wrwavm,v^u•vew+. vwar v,vl.>naiu •4N �YOGM 9a � ��� NO MOEal2a1 {� MaMI]N MIYI YI MYnW. Witlax^61n WRI'vile Iledi aY.'lIG Mal ewllcM1 Ilwlawhch VYIb01dw wM1TacF' wia,aslw lb aYcpayr'1 ! YIV wivio s,MNwal !h' / plug plug wllYch m s ® sn• ue9P DUMP c us Cenlfiee Yaa/b YYmP • FaPP9ppls fMRw,W . aagan, MwYwY 1MIa •plw„a BWGImSIpp W aMfN4ltll 9,ww.lWa,bW^Hm{�m �" L � / w.ys�w• wsnsv E� Q POINTS OWNER'S MANUAL & MANAGEMENT Pll ruEWFORMATHON Omer J PvmXO DESIGN PAPLYE s Rumderdsmdmn am Nlnntura cemngd.l unxe FmrelPo Mlawrepe) that foal eat (EtlFulE e l v7 5"1 ^Ppke°°^Reb , e1 al InAuentlEXknl101 Of µnpyaylape• FDeafen Iur gp my eNrxmlultrus oisma(SDnJ B0DJ momwi Tdbl sleltea.d saga (rss) nw PI WEmuent Queft Malµryeylye•• ebdlenbl Oxygen Demand (SOD.) MmgM1 Tool$Uspmw Sot, OSS) ADD rear FgIWHMn summram al(rdWi Wnl Mmknure Effluent PaNm Slan 4nMalamebr has we, New an m.h at a tne+mm.eN wa,u..ar Ala w ea Sahara Event Servlee Freeven.y Inepea Wall of to ln) ump uM1 eartsw ofa l At bast makeAwry month ms) (Mutantia n.) ygTen mnlsup aM sore ryuaN orra,mad l K) of blank actual Ins«ddSlvrW «A(e) Nhsst Dote way Ommtns WI IW+1mum 1Yn.1 GesnamuenlM1mr NMgwmeyy Dreams eats) aspect puma. Pump abode If alarm absbprvamry O Nal xA 20: Flush laraelalam wessun test _ glmdaoatay �lri. omm a) a unvan opsr(q aNA Mmaslvme AllmeB a+y ammdn Ow+(ll ObA Ynwtwrw(.£ MSTNucTN)NS IMP Of assets am d'sae•sal¢ us shall no awe of an ndmdua what One of me Aswerre were or mi(satlns. Masser Plumter Masser Ml Resaide] Seaee POV S Inspector. POW15 Mammary. Names SeM]p OpMbr 1 Irso mev'isual Of COMmpl the had un%r to exuk11, any away naOvey all ne an mmeun gall mnMSuugn aM any was n-pm�.q Of emnnni�m s,��ro.o,F+«¢aThe eaaetil «n(af efwl o=.e,au✓�Pmtedm m OwcOsmmnw vlya wN lu dark ef xvis pAnnA mount the emea�MwR me e w.... oramuo,O �N guM¢urbanmay rnJnaotaI ofaral Nelath repulseae MmMabmunoJ 4of mem of ofavy ye WMn theal sh eau shall olslWee am¢wm Skerwany ku all,Orva ma am d enlor volume rChe mUm enbnb ofIN tlnrmallMremw'ed bay vSrylage 2eMdrg Ope2W am eepaseG o�n avamauw Wmcn NR 113, Pohwnsn Mm ImsOndre fame The eeMYrq of emresm at merle ofapnnuiaed PO S gmmowas removal wholesome and any dhd mMenm elnaor rtmMrlIN at iMNON of 12 rtal or Mae Nell as pwbrmen dy a what that Mallmaner A servkp nput enell M preload b the (oral regulatory eumoMy wMar 10 day, of wmplemn of any Of event. STARTUP AND OPERATION For ress, Wdlm, poor bu,a of me POINTS Mer44aounwnl brkol Or we aboerce of palmil gmuda or other rAtword haw meyonoMe Ise I, Ow,h)l pmahal byI leptal inkrom Wo, Prom ro I bus mmanirelbn¢am oetedM have me mnlenls pl llre lenxlsl rcmwNhya epfaga ¢eMdrg opvalor prgrbuse ' Y 0; / Pull START UP AND OPERATION For rew womanish. mom 1, use of We POWl6 enx*rteaNrenl unMs) as Ns Pusanm a Polmy reaml or aM au that my AMPAN Me tesimem Proaer mostry damage To seasonal WISE) II Nan mrrwnMe a are Je d Few Me Call of ma lands) moped be e xpepe eorsdug WemWr pXm b use Samoa Nn up snarl not IXEw when dAH omdiabne lee Mason M Me lntll sulk,® Dome Peak n,e pomp man may nu good neutral Nglmaear mart Men maker Is reametl Me mmal neraAAm van be dRWmM1m the a'egrad Wlh) In me Apple Men. amb gMe WKS)end MY MUM to mg NOJp or eormm Amberse d emsa2. To aaa Nk ItM or, Fsea IM mM , M We por, am remua 1 by a MAPS, 6ewilk, Cpemlw Poor An reemnng goods to VP MUM pump or=M e a PlumFm or POWf6 Melm eer W peal In knorturally MdmM g the pump dWMN to mNrc normd May earn lM Pump and Do me arm or perk vehtdoo sax Munk, and Gepwl mule. Wool arwa or pm, or or short Rupert, 6 mmWft We ems wohn 15 Mn Men slope MRry mound or el grade sell eGwptlm M, dea lm or e11minabn IN We WWMWg lank Iba wmmwela 30 may shall Ina peMmrarce eM PmWng We IFe mtle POWTG' entldotlu, baby alma, Clpr Elide. ooM C rodeur swabs depnmen, aenMl flat chal dlNrleY M, M WUMagom amen (eomla pump) watm; Iran and va"wwe pamga, modern, weam. Chart met west m w4 s, as ParMng MoauR. genial , many mmpone, and MN Manor ache ABANDONMENT WMn Me P1 8 IRA anchor la pormseby law de a AmAm follmuing steps shell be hal to that The Shll A pms jty AM salary Abandoned an Wmglerx MM chy+br Cmim R9]a wWnmm MminAM1eWe Cede' • Fll ppiyrolBKe entl pbe MYl be tllecmnades vM Ne ebendpntl pupa ppaninge aeebtl • ins wnlenk of ell Walk, end palm aFYl NremwM entl pmmay tllspoaMolTye9epmpa 6eMSry 0[ereM leg mnXp. had vmYN mm a end pub shop entl Ao m NCIr eomre handled "due was 'P"' Not WM all oorgl�FNndl souk meeXe. CONTINGENCYPPLAN If InaeuCPOWl6 (ells And At to mPurN M1m Mlmrng m sops M1we bran, m and Ee lekon, to pmvtle a sae mmpIAIM pplemmenl 0 A AARM, who 1Mndemment AM has been saaluam, and mry M AM a Nor Men and ar A pWxmrnmt All ebmmlbn ayddm e rap pan all eke should be pmlemetl Rot aelst and AM mmsMcn and Wptl M m IMM al opcar by he "on ors M,s set and M MMetto NJlcha Suot nine and WAR Failure bPraxG i' mlprods wN M,ftand WeFpul0 nmwedtab du penmumm mmanenaeulmin pepammem area RegmNmnl aymm. mmmdFramm va ml.nm rectetthat time o A wlmdla replacement WeIs Mikople Ne •wMe ondkp mu MbE.a,. Bdmna mnm In PILOTS ammagy e �mel^nk ayUp IsmuM eA rMMason rd replem M.sd.e PowrB eaaMd.a to admxyaawleaa raplazmxn sus upon lauum adn Fowrs.eop uM.IrA danMAlm ee sammedm W .asked lCIV rePlFmnwn sea Impgfa.mmnl.msl. aendbx enWmelvBmry Ee lnaleulea'es lad maAn m mpbm M.Iwea Pavers Molina and Floods AM ebeorperm ayaume mry ba uromlrWetl m parts Moment normal M tlw bumd n Ma InXlpMue Rarmose ale W such sy6Ms muw Mply AN Me urea in Ment As and one •IVARMNOaa SEPTIO PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL OA8 PNWOR INSUMCIENTOKYOEN OOrOT ENTER ASEPOC, PUMP OR OTHER TREATMENT TANK UNOERANYCIRCUMSTANCES. DEATNNPYR ULT. REBCOEOFA PERSON FROM THE INTERIOR of A TANK MAY BE DIFFICULT OR IMPOSSIBLE pOWTSINSTA ER -I/I�� POWTS MAIWAMER E 86MACINOOPERATOas P PER } Y trePMn� C Thbdozmnwee Mdm inoangllenm'mu caper asaeav(yry)011sµm meaMeyl). RIenlwnmwd MndwNeCa �INIe-� SOIL EVALUATION RE RT I� ©®�..............�©©© I��I(i1�7111�G'9F7111��Yil[?i7!!J�7�1 e��rirr.�wncacarm��ia,�nvrr.�rr���� mmm OB��®�ooO o MV@srMs��a PPAW C 404 J9 C1STcip/.�OfJI�}N!7R7.✓JCL!!/!!!Ills=f� �[sR^i.At7L�l�l��Dr1/.�DI �.S�D71r`IY�J117b1 �7si7 r�tuYtfir����uu OPR �..e....w— �P ®�wCm.l .vm"N.¢ rw,,A P�Y,ea d"doP�m a 6MUMIMom WL%.fT1.wNwrt m Project Name NwP HolmI Test Plot PI Address S Bud 1844 R oar Ritlga Rd Hudson WI 54016 Lot 19 —� SUEtllvlelan Whi enW Oaks III STM p226900 Date IV10117 NE 114 S W I145 T T 29 N/R19 w Township Hudson El Boring Q well PL Propeety Line County ST. CROIX BM or cin, Assume Elevation 100 H. Top of Won pipe system Elevation TBD 'HRPSame ssB hmark Scale is I " = 40' unless otherwise & Kp Use noted 99101' B2 8% Slope 45' B.3 30' 30' 150' le' Me 319'1? pvy Lme n. CROIK COM'Y SEPTIC TANK MAINTENANCE pOREEMM' AND OWNERSHW CMZ=CAnCIN FORM Mohng r �. .r'.I... .... .. �.. ... .... .... ... .. s.. _.k: rON to.i / Whore •_ L ftb and m¢mammemfYa6mpYrY.¢mmmld"A& mda Pr�m.6ibvem Emile vum. Pmpv .mrw orpowm6 wn m. apoc mtermYtiveeYw.muvv,bmbi M.lm®aP�c. wbu lou pa my roe e�� m v` me lu¢oon m(de uydc eek u. eumnm m8e in w. mr¢ dmw.J.y.m ovm m.mpaeue mprmmLJma ue rys�vd in §Catm. Bl SE(11 and m m.pmr 1E -5.6ma Coumy S.vi¢ry QNome ]Y popvrtyowm.gua m wbm¢m St 6eu Wuvry PI.moB B ]uem0 DgvaneN. eeNSup® fmvy me^�d bYlhe wm.MbYamvm PlwLa.JomuYm•e Pia .rWmW Plu.bm or.dma�pum¢[mJymB lbLL(I)Ibe maR r.steev.pidtCan.l aSmrm u w P�oPe oP.mB wM'hm mN¢ ($).M imPFmm01P�8 (Jane<.ory). Ls spm' bvk u a 0'm I(J fiddWidge. Vee. W uWmapM h.w m0 me.bore rt9ui�anmmd.yrs m monmm tlnP^gym rea.6 diN1.Y.mmwth 6e emvJvd. m[ (mib. baem, a mpydm Dryvema� a(Camuew.ud Yv 0.yenantn(N.m.l Rwomcq Smrt a(Wramem. (am5cevrmmmg mmrmm.mgm er* hu been mivmmal mmn b. anmebmd.meawmdm me bx am e�yel®my& i®a �Pmrl «vhm id M. mane um.e>ar..pmm®m¢. Ihc=wa[y m.[w.mmi®n ryflmm... mmmwn bw�m(my/mv kmwkdge. Vws Wwme owm(.l orpe ptppvlydevibM Wove. by t. x�mv6N tewrvhlmReguan ofpxY OB . Number of bedroo®J vv// SI ATURH P (S) DATE rrrgq. manduo umi®eP[mmP<d nmy mWt at Nv wumY pmmt bemB[mvted by lM Pla &Z® UeWm¢ot... famm wiN Wi. elmlLLelmv a taaldul wvlavry deM fiom Wa Re®Mr of Uade 09"xe and a aWY of the mmfied nm+eY ®p R •<�e u mNc w We we[mtY dad. A Y RB CORNER sER x TAM x/ L tY 1 27 s 65.])O SOR Leo=ena iC 1N6BACRES PL BBe8Y0 LOT W 1 ]1 ACRES s7081 so LOT 31 116ACRE5 W 420 SO o em 0 Al ' mx $ KUImA'IIOH RENH3LL NOIEe C c In ,r r 10 EEVI r ] I � I A I I I ti. IM11111111111111M -- °lip L iC Jill rill W I:i �d �l lylp I 6RM6 RMIDEN 6�� 1if f1i o rs� Puu u wau awnnrvc TA i71—�7 - .. roma�rsunmo vera� r I wwffl�! WON* dll ` u ■���IltO�I�OL�P.�91JI.r7M�MiM- MA mumm umuu ter.+-Tn uur oEVA uMIMM � 'JrD1l�I0GI�[��9Ei7Yli MMFI9WAMA0 M p2PXomm pN U. p4 7 p8f'����oOO o MOM MI MolMMMrffvn®re�jFJM =Minj=�r4FMM,,4VAP,TM MFfMl Asa OB����oOO m OB����Ooo 0 MOM .E #I -am, I wim�N MS wl t50try1 'fi4rC.E�EW S.IDnNNI��YInN The De CrIt of Commfu I. m qn, Op llq eemi Prvldle w empllyl, If y =d em "buuurvimIf t mnm,l in m tltetmte Im a%ple cma tl & ,t at MS-26 3[51 of T 09- N9777. Soil Test Plot Pl Project Name NWP Holdings sh Bird 31(3 Address 1%4 River Podge Rd Hudson Wi 54016 srfm N226900 Lot 19 Subdivision Whispenng Oaks III pate IV10117 NE 114 S W 1/4S 7 T 29 NIR19 W Township Hudson Boring O Well PL Property Line County ST CROIX , BM or VRp Assume Elevation 100 it. TOP Of W Pipe System Elevation TBD •NRPSame as Benchmark ; URIGINY_ WHISPERING OAKS PHASE III (SOILS AND CBA MAP) 1r SUI e Le•nu��'ll OA ms�m eu¢ • ��i _ • eox eo � • w+m me vu ((( �L me-nn�e• W /�` •___ �` III(✓ _ - G 2 • II — / n v J _ u •1 2 • �� ��� e. e. • e I`rl i_ e a - i