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020-1450-14-100
PRIVATE SEWAGE SYSTEM County: St. Croix Wisconsin Department of Commerce Safety and Building Division INSPECTION REPORT Sanitary Permit No: 552351 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Anderson, Alan & Monica Hudson, Town of 020-1450-14-100 CST BM Elev: Insp. BM Elev: BM Description: , Section/Town/Range/Map No: 165 1 A ► r l 22.29.19.2884D TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic r /Z 540 Benchmark -7 b /O / Alt. BM I '75 IDS- Z5 Dosing ! d Z SzS : L t" .r Aeration Bldg. Sewer 3 mZ ~S Holding St/Ht Inlet 4 75 /6Z - ZSt/Ht Outlet 7 J TANK SETBACK INFORMATION S 5. 1,6 1 ` 95 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet All Septic / Dt Bottom A) A- 2`i '7$ Dosing Header/Man. gJ ~s Aeration Dist. Pipe rl$ C) 7 .a Holding Bot. System 10.0 `7 Final Grade PUMP/SIPHON INFORMATION 166• Z5 Manufacturer Demand St Cover GPM 1.75 165. Z7 t~,,_ Cbu Model N er TDH Lift Friction Loss S ead TDH Ft Forcemain ength fia. Dist. to Well SOIL ABSORPTION SYSTEM ~e BED/TRENCH Width / Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS q4 Z I re SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Twd-.~ Type Of System: ^ UNIT Model Number: ~J 117 Qlt,~ DISTRIBUTION SYSTEM Z3+- S Header/Manifold/ Distribution x Hole Size Ix Hole Spacing Vent o Air Intake Pipe(s) Aj a f e S Length Dia Length ` Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center` 3,76 Bed/Trench Edges Topsoil Yes 0 No a Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 623 Roberts Lane Hudson, WWII 54016 (NE 1/4 SE 1/4/22 T29N R19W) Hudson Estates Lot 22 Parcel No: 22.29.19.2884D , I- 1.) Alt BM Description= 2.) Bldg sewer length -amount of cover ;A6+'a"1 tCly~ Plan revision Required? Yes Use other side for additional informa)rNo a Date Insepctor's 4ature Cert. No. SBD-6710 (R.3/97) \3 o O. o. ,T oM. 14 I V~ a~ LV' ~ r ~ ~ Q o lV a iz K H Ce V 1 \ow H . ~ V v W +L Z Ica t 13 t~ r n ~ - a l~ h - o. v~ Da t V e! ~ •t M O` ~ O ? ~ c5- Q ` IN I T v w 4 p o ~ oti a th v ham, Q `1s ~ ~ ti ~ - County Safety and Buildings Division sr. Tito/X ' S P ~ 201 W. Washin Ave., P.O. Box 7162 ,s Sanitary Permit Number (to be filled in by Co.) • 11 $ Madison. WI 53707 D 55235 1 js383.21 ermit Appication to Transaction Number In accordance with Code, submission of this form to the appropriate governmental unit is required prior to permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if 'fferent than mailing address) the Department of fessional Servies. Personal information you provide tray be used for secondary in accordathe Law s. 15. 1 m Stets 0 L Application Information-Please Print All Information e;73 044-'ers 1A^'E Property Owner's Name - Partxt # o .tJD6 cztJ - o - y-/o 0 Property Owner's Mailing Address Property Location ,7.303 OSEis' ~u _ Govt. Lot City, State Zip Code Phone Number , , NE- ,SE Section ,l,? u Sa✓ 411~ (circle one T_N; R~-E IL Type of Bu' g (check all that apply) Lot # 01 or 2 Family Dwelling-Number of Bedrooms Subdivision Name 0 2 61< 124 '1 Block u So.✓ E rA rE s ❑ Public/Commercial - Describe Use ❑ State Owned-Describe Use CSM Number D 9401w of 79161(P 5 JWTowo of_ 110*4S&W t NX6*- -641 193 L,,)23 r Z3 III. Type of Permit: (Check only a box on line A. Complete No iji3f app ' A. P1 New System ❑ Replatxinent System ❑ TreatmerAftlilma Tank Replacement Only ❑ Other Modification to Exi bW System (aplain) B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Fxpiration Owner W. of POWTS S stem/Component/Device: Check all that apiftj PCNou-Prmurlud In-Ground ❑ Pressurized In-Ground ❑ At-Grade Mound 24 is of suitable soil ❑ Mound <24 in. of suitable soil ❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Prareatment Device (eecplain) 1,,,,t . f' T'~ V. Di8 n!!M eaten t Area Information: Design Flow (gpd) Design Soil Application sfl Dispersal Area Required f) Dispersal Area Pro sf)a System Elevation zp 6a 195,8 931 r: 0• 97, o 9t, o VL Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units U 2 New Talcs Existing Tanks Gc ~ W (f J(C..~ ~ cJ rn ~ 3rnY w 5 c+. SepdcorReltlieg-Twt .9Sd - .75O ! ESE ~o.tJG~tel-rd' Dosing Chamber VII. Responsikift Statement- t, the sad ttssame for iastalladen of the POWTS shown m the attaetted Pis" Plumber's Name (Print) Plumber's S' MPMMM Number Business Phone Number Plumber's Address (Street, City, State, Zip Code) '7 rte'- CO-Q-491-1 VIIL Otrn cut use On Permit Fee Issu' S' s 7 D~r E=~R,~*= fornee - l ✓ ' EL Conti tinV1lllt@yMlYt reasons for Disapproval Q ` Septic tank, effluent Mar and d~ ~ >~a~~ ~ dlapersal cell must all be ssrvlces ! maintained a per ut tent plan provided by plumber. 2. AW took M4L** tints must be maintaindd as. Der aWcable code / ordinances: Attach to eamptete plan for tie system and ssbnit to the Cnaly a* on paper not lest than 8 r/5, x If htches is afae SBD-6398 (R. 11/11) Private Onsite Wastewater Treatment System Index and Title Page Project Name: ,1,C f/~.✓/cA i~iyDE.tso.✓ - y,~.f. /.iJLitoa,~o /0040 rX Owner's Name: A.v f ~o,✓/tA ~~o~~rso,✓ Owner's Address: ?.303 Qas~'~ro.~Y ~utdE Legal Description: _ E SE o?,?O ?.94 94l Ad"rS LA.aE Municipality: T° QOYof _AIMV S.W County: .ST. C/lo/X Sibdivision Name: /Y'~l~l fo.✓ E~ r f re-s Lot Number. Block Number: Parcel I.D. Number, O~?o - iy,so -iy-boo Page 1 /.✓oE x ~rt E .HEw r Page 2 ~Lor ~A.✓ sr,~~Ross- .SEcs'io.✓ f ~A~ ~iEs✓ Page 3 -5~EoOriG i'A~✓~ .~isEGiF/GAt-io.✓s Page 4 ~a~✓rs 041w ne S />.Odsr.¢t f /'IA•JA6ErrE.✓r PL.i.✓ rr rr Page 5 *1.41. Page 6 f/L reX / ✓ r-,-,w ce ✓Fo Page 7 Page $ ~G-rft///1Ew+rs - So/6 LCdAL uR I"iod ~E~oR r Page 4 Name of Designer. License Number: /yl- ".0d If Signature: Date: 07o42 Designed pursuant to the Following POWTS Component Manual and Comm 81-85: Tn-Ground soil. Absomtion Comnonent Manual for POWTS ( Ter. 2.0) SBD-10705-P (N. 01/01) \3 o ~ a ~ H N 4 CN ~J t J% T c Q i V` a W Z°, v n 1.3 _R N: 14 i h ..a Z v ~ Z o 't 4 v 1 \ol taw 'I ` v pZ t -Nn J -H O p i a9 cr I V e~ M 3 1 Q- ~ o ep ` ~ "s v ~ p lip. 3~ v a Q U v 52j- 41" z 84" r m N -I I I 1 3" I I I I I g~ 5" 444" O N Cl) m m m r m0;u~ I I I I II L-Fl- 39" p D Z O ~ C D m m K D O Z C C ~ D O C) ~ K D IV c zm ~o -i K r _ z o Z Z D m U) Z y Or o r r DZ -i 2 g c m z 07N m Z z o nOO n O*z D~z m3mopZmDOOD~ m m Or(n O Cr-I D ~N0 N 0 Cm) o )OZf<Tl-~irz C) m t7 C) -M> xNOC ~mzao ~m~~NCn W D C r- C) ~ = N r m Z n=.. (n --i -1 00 - N J M O M 2 DO ~zii oycrm ODmm sNN ~m\ N m Or 0 D Z OD Dm W >UI-A N I Or 4 00f~ -u cn x -d m N N mm O n-u -N mmD -4rn c7 -19 0 0 0 m = .0 (n0~ Dr ma? ?Op W D 00 m O Z 'm y cmn~m mC0 O Opm D z C U) D o ° o• M - m O D ccn o r- 2rZ r~ 0 0 -u z m C W Z D~0 D O O cn n O C/i ;a M C) D D vo-7 017 1 z o m r r -4 m 0 N (mn cf) n O 0 m Op Z Ct) v m m O m (n D 0 m U) o < -1 O m r m m O z m r D m D Z m 0 D K m ;u m m -i :0 z m z N m n WLP1250-MR MHERCHRIETE SCALE:1/4" = 1' REV NO. DATE: o= 0 DRAWN BY:SWT SEPTIC MANUAL o .o W3716 US HWY10. MAIDEN ROCK, W 54750 DATE: JANUARY 2008 I REV. JAN. 2008 800-325-8456 FILE: WLP1250-MR POWTS OWNER'S PAAtjUAL & MANAGEMENT PLAN Pam- -.,/of C./. FILE IATlON SYST6V~TIfNIIS Owtter ` l d f 1d1d.J/ c WAJ !r/(a [ A) ptk Tai* City /LSD 13 NA Permit # Tank !~/E ESC ~a,rlcildrE 13 NA Dot PABA~ETEEiS Fr7tar Manufacuaer ,gES r NA l~rrrbet cf Bedr~oorrrs JEINA~ E[fltrENrt F Modal = lid /O ; DNA Efl NiarrbFr of Pabia Facility ilrrus PUM Tank Capacity. .~'_NA Eatknoted flow (aveeragel qdIday ~ Tank Manufacuaer 0 NA Design flow beeN. fEsfinaged x 1.57 00 qWd PwW-Menufastnr+~ 0 NA Sod Rate -7 Model - 0 NA StandaM lnfitrer~tRMhrejrt Quaky ampolaw Fats, 06 A Grease IFM Si0 rung L D*Sandleravd FvW 0 Peat F*er ModN a cal Oxyw Danand OMMJ 5220 oql&. U NA D M Aeration p Wedww Vew Sus "d~d sow, as% s~so a~ p - a ; Prebreded Effluent O,taity ► average D*Porsd caw 0 NA Bbdmnftd Oxygen Demand 03CCJ ~ nWL f lgravityl 0 b:-t~rorird tpresserizeal Total Su*xm& id Sours f 530 rnglL 0 NA a At-Grade 0 Mqwd Fecal. Coffam "no&k mean} S10`-det/ lOQrtd . D_pn'p Line p per; Mwdrnutn Efflue[rt-Particle Size Ys kr die. 0 NA Odom. 0 NA Other_ = 0 Odrec O-NA *Vakim typical for doamme der ad aepom talk ef&nm Odrer: 0 NA M41YL17HIIJ11flCE SCI~1lRE _ Sormlift Event hrspect corrdbiort of t At least once every: 3 jq n 3 7Faers) DNA Pump out amour tS at tw*(S) When combined sludge and scum equals rd-19 of tank vokune 0 NA inspect dispersal cdw At least Draw every: U morrdrtsl OyeurW (lkocho mr 3 yens) C1 NA Clean a idtet At least alas evor. Y Cl NA Inspect pump. pump conuab & elafin At least once every: _ 0 13 nwn*W ) NA Rush and +e hest "At least ends ev®ry: pD owivth(W XNA months) Other At.leesE Qnce every;.. 0 [ M NA Oder' Q NA kospecdow of t=ft and AverM cols shall be made by an JtWWWuW carrying one of the fo&mft licenses or cwffx;afwm Mosber Plumber; Ika~sber Plumber Rest MW Sewn; POWTS Mwecwr, P01l" M*Mimeq, Se}tiage Servicing Operaftw. Tank inspections rrrust intdude a v~ rse al inspection of the tanW to i ft mW w b c&m frardlm% WWntt'iy any cracks or !oaks, numm" the %%&am of coieWireB sludge and sown =WW check for any be* up or pon&M of effluffitt an the grcrgd surfma. The Tsai t:e[Gti shag bs rimy inspac- l to check Ure sfflrwmt levels Into ovation pines and to dtecit arr. por>cgn9 of effluent an the graved wxf m The ponding of efiiuenit on the WmuW swface may indicate a fartg iwnd&m wW-raqWms the irrnedfels nobifica0 - of titre local a gulawy sudwrity. When the oombkW acoumuktbn of dodge and am= in my tank equals =w4l d (V or more of the tank vokow, too online coMuds of the tank she/ be nnmved by a SWtage ServWkV OpwaW and MqxnW of in aBO alume wflh drawbar NR 113, Ift P orreln ll duds iabolive Code. AN other SWWWOe6 km bdirg but not I I l t!D the sendoing of SfNU !<fiherS6 mechanical or preswwmed components,, pretreatment units, and any aervidng at intervals of 512 nwndre, shall be pwfomred bye certified POWYS Mainfai w. - A service-report sires be pr vided 26 the local tegulomy audwrity within 10 days of canWbtJon of any servitw evettt XrARTUP AND OPEW110M Fags 5 of for now corsbacdon, prior fo um of the POMI.TS deeds treatment ankM for the Prasenoe of Pdn&w p or odwer dremir In 16it tf tfe0 ~raaenerwt piaeesis awr w doge The deperad ad", If bigb oorRAW- atione era detected !me The earbewtEs attbe tarirIal ramouod by a nW ge smk:bg operator prioria u mL System arrant vp she/ not 0CC r vrhen ads oorr01 gra Isomers att the bdi t radn ewtne, During pourer ante au p1Mnp tw0a absy 101 Above arorueat bighvraser levels. Wbft P MW is restored the excess wasiswirater VA be dfedrsr8edge Ow dkpmd adM if am isms floss; ovwlomft 00 COW ad it the badmip or surb" age of ef&I@M To avoid lbws dblatloe bays ltw oarmarwls of the pmnP talc ramotiad by a Sepfage Savldng Operator prior to Cori 9 pyver im Am allblat pump or carrwtsct a •Phm*w or POWM ughdiiner fo assist in MOMMrlty aperatbg to puanp oorwtrnls .to i whom rioawted levels vvridw n va pump tank. Do not ddw or park vgbides over tanks u d diapetaai-Gals. W not dove or Park war, or otherwise dit nib or eoMapact tfwe antis iai8win It fset dovan dqw of aqr mmmd or atgm& aolabsorption awes, fleducrion or elrrwinad m of do fulowing two *A wasteamw amen MY b*www The perimmanee and prolong as ifs of the POWTS: baby vvipes;, cigastte brwft eotedoabm-, Cotton dsgwassew denial floss; gapers; dbl dWtonft tare foundation drain IMP pi v! wader, haft and getable peslwge; gau fik% gag bgrbjCjdkM rrieet•,=XVpay'==jjcsdWW deli I Ilia prod pesfiddhK sgww~rf► rnpirirrer tinporws: and water settener briwe_ ABAiID01rrT VA the POWM Tats daft in Paaenaa@n* tifta out of swvioe do4o owirr ~ abet beta" 10 hum *M do gyatwrr is peapeAy and aafftdy aI " I I sd in aoW*§Mft Vd& dnpler Morava lam 'Aft - n sea Ai it * tram - g Cods: . • Al piping U 00ft wad pits *Abe disoonnoed and the la depipe apawiwgs aided. • Tlwb aonlsnte af-el tw dw dad pits dvM be v m nyad and pmpmtV agxmd of by a Sq ge Sbrv &oepwoor. • After pumping, al to ft and pits dwf be eoMOaaa~osd-and raraebed or their covees tamo~vad god the vuiid gpawos filed wide sob. gravel or ana8ver inat Sold nratafld, CG I_ 1tiliiiC1 PLAN S the POWYS fela and earwnot be rspaiad the foloavbrg pisswMgs-hum bs0146 ar mua-be 1gbm to prwids a cods aouep6 System A -q*WMe ripli p at ads bas bade enkmf ed dad racy be udbod for the Iocsain of a taplamaw* sod absorption - ltd ra oanrsnt inane should be pasacsed *am gstrabarwee and comp on ad abadd ace be' irwged upon * ragniad geese *am Jodi aaO'P lot lees and orals. Fdkwe fa praliectlhe - ands wit . raarwit in the freed for- a sinow soil and Mm evatrr Won In II I a sukable rapbwcernewt arse, PApi wmneret menus must ccawply VA6 the rein In 0 a A Sobel time. © A ssitalde rapbou6s t a is-not aaaIM dab to sod=* efidjor =5 lmkattors. Rw' lg advances in POWTS mini- 1 "gY a boldbw teat wwba iestd d•ab a lest rtisort tat stpboe 1be feted POM [S. Q - Tile dW has pot bm - 'n -lid 10 Me dr a adfle aaphoerma gwaL Upon M, 0, of the PPOWFS a am arm do ewlualioa rival be 0 a in' I Id 10.1008e a aultddD waplaoauwraxt anew. if ao I l l l l I rut area is avalsble a , 'M gunk may be iswrtalsd as a listswmtl b aapieoeTlee fdlbd POWTS. © Noued and atWmb sot abeaI d sy1eess Meal/ be rrcoMStrYCterl b piaoe t+oloMr1 0 sesAOVa- of the bi ffm at the glafn0et_ *0000% 11101 -OMM= M ft ldlbthe w drwa ie ' ffeCt at 1laW tiae, <<WArIS» - 1 - 9130M PUMP AiNI'f 01-1 . TAi U MAY COMAr iEMK GASM AND Oft rBt~iCB1T OKV6 E, DO MW iBllitlt A ~'DC.'llfl! Oe vn~R'ffffEATlreitr TAlrr wo®a IiwY (DEATH retain IEBMT. MISCUE OF A 1 IMfUli irOR OF A TAiIW IfAY 1iE WWWW I OR ElOSSr.E ADDft<IONALCOIWFJWS "POWTS r6MM - - YANfArt (dame- . -4 /1 : //E/t - O 8 y rye i yE~ Lu 6 •~l ASS - a. ffwone ~S _ G7.~-~ ay f '7 - 43 Z 7.7 S~'i'AtiE t t1PBif►TOR - L/.✓,r, w.J 1.113M ROeW.AT(Wff AUTHOII[iY_ Name Pbone Pbone /.S 8 LSO . - . Ttis docrreasut.as drafwed is aoarpirfwas vwiUw dwwpter Oewwra 8 t1 t$MO M and 83AW L tX A t31.1Nisoorwin A&**$iiMW6C0de. WARrOr Am& crMI1OM For new cornsaneodoq, prior to Use of the POWTS ct►.,ca. 64 easy aapede OW UNIGIUmt process and/or da,mFe Y. ! e.7i 11,u'. a.Su aui 1[Yl `~1 t~. 1 WC1t ih-at m are data'. have the coutwIth ~ a opea'actor prior to ease. *SWm start up stall not ooar wren sail conditions we flora at the iafilra" SLWteos, Dud" p n ogag oeetapes pUep tame neeey fir Abwm ao and hiplewaW IaYWhon Poway ie nssared the accasa wastsimMar wM be d:chWWdao the-Opend Odd in one le a doft avalloadinp # *OWN am =W tit is the MOVIUS art. To avoid this PAP tic raawso~ed by a Power td Ass af8ttaat pump or oora a'P6aiher or p~yi~g $WMW WVWM" Opewtor pdw to nselptilgof iestiors no~ereal feasts terideitt tfis pesap Taeek. • . fair to astiet in MW AM* opt the PUMP .to Do tat rlrlree or perk vrleides over tanks sad dipaisal'oaitR Do sot ddere or perk aewr, cr otbarwiet` isbhia 115 feat doffs t slops of any mooed or 090* sdi.abwpdm err L- diaeutir or to area Pm&wdm or -11m, I edoa of do idoaiuu from the wastsggeter sansase MY b*mm the parfonnanoe and peaior19 the life Of the POIAl1T>t UNSWkm baby wlpm claw -Me bu tsr condomax cot$= srnaba; deprea em dental floes; foundation drab IsmP puffo water; *to and eiiapbrs~ ,trsgetabie Peainpec ~ eeteed dieiefeetaeett fat; pd n9 prodtreta,; pudAfter saeritery retp>AW and water ssflereer 6eitear -wrap 'ftp dbWJmW al; .ABMDnllir, When the Fawn fas andforis parmapanMy ti~to~tn oaR ~ ~ POP % Wd safely attiiedpped is oasapiiartoe wAb"olrrpler cOraen aha/ 10 humps that On systwn Is flbdw . • Attu teotaaft iud pit *M be dieooeawosed and *e abaedoewd pipe opwei W sealed. • The ao-I - 0 on afId tads and pits d" be netrwA d and PQP$d ► disposed of by a ftaetpe Saryfoirg. • After ptsM*40, an tanks and pits shat &+*jWJ OJ Awid tha vw.f soil waved or ano~deer inert slid mawmk • ++y:yxl w u . Cpdfl~Ir.Y rum R to POWi8faft and pMnot be rtrpaiead the toiowieeo nearaeeeas leeam bow or errerat.bs tahaa, m praeklr a coda compiimt A'P&able nepispaenaeet was hps been m dumad and be f may ulilimed far the location of a ~ sal P atteuWm.: 'fW riptiiWImmegt arms limW be rt~AM foss dbttsbomm ad mbaorpdon coaqnodm • • ngdW sedwam Bone ,mdfdiee9 aRd- Yf~ . rarttit ~ theteeed'for: a astir aoi aId 6 6SsvaNedden toaetel~h a atettabie ' 6aillRi m p~nAbnorl~~,area wM . ooaddy wadi to toms in or&* atthsttiam salsa: lheplhoemirrt soq/saes rraat 13 A 'stidbim nPisoaraaat ens b•eot at -a l lm due io eadmuk wmMir sop bdtsdorw. 6errito uWanoes b POWTS - sholetd teak orll6e hotdimi'm a k tmifaoetts re lees esf+s>fad POVM IQ- Ths aftw bas aft b,an +ralualed to fdoft a adMb P-P-m- oil, am& UO= fdkm of the POWM s aA and efts dwluadon awat be pwfonrled te.boale.a areitaleis ard■oeroaeet aria. >f ao rapiaoemmr seas le asa1 s holdap task aw be iwtftd asa laatmom** npbmthaifaibd POVML C~ ~ Yor$ I MMI., 0011 blows at ft mp ~ 1btt,. tam >i sip ~ ~atst~~wtlb~a. 1G 1t1tii~ AMt1 air' 7UM T/r MIAY COKT VE MK •Ar AMglr>it rw»Mir' OXYr. Olt MOT rte- A VUMP OR ar TAM[ tr AMY t MIM EW INEWT. PMWM OF A •1"M i910r IM tMIP OP A TANK WAY W MFWMTOR WOKE ADDIi<fOMAL CONNO S =Fowls wdrr~ilCaet gowns. ' t+brge. ~ R '2 . - -None i ~t Lu r rte' dMVIMM ruarm =L/~irtw;~, l.+ocN%aetxrioRr s . Phoas E I'll, .y_, . 1Hs dofmswat was doeteed lw erosrptiisoa ib atenp0er tlouw 80. 1ltiktlifA acid ffi.6~i1). {~y t} i'A. VYlaoo~rls COCIO. POWTS OWNER'S MANUAL $ MANtAt3ENIlENT PLAN Pa". of '4~ FLEW 019!ffM 0whor 'W gal 1 f /4/4 .m a s septic Tang Comity n NA /so Penrdt # Septic Tank MarAdaehow Rte t✓/E Esc a.~c~ttrE 08811f11[ PARAMEfl3'~ Effltler tuber Iffaatda XWW .4SES r b NA Numtier rt.eednoen+s CI NA ffRuerst Fftw Modd DNA Nuadw of Pablo Fadly Unim Ci KA Fame Tank CapadtY. Aw" Eati<t~osd flow Iavacagld Qp . • - -adfft Pump Tank Mewfactwar iJ NA Design flow tpaWd. rmtknelad x 1.51. OC gal/day Pump. Manufacturer L7 NA Son Plate . 7 puda /ft2 Purnp Mw-. O NA standard IntiuerstlBBnerrt Onral~y y avwgp* P A h R E BMIn Unit aNA R M, On & Grease (FOG) 530 dVIL D"SorkliGnavd FIW O Peat Piker Biodu niod Oxygen Demand IBODJ 5220 melt NA 0 Maclusurml Aeration 13 wetland Total S+tepbisdw Saida..! 5150 awk Q won 0 Oq!or: Pretresb i Bikent 0aalby MonlINI► aMeago W4pandCWW O NA Modnemical Oxygen Deinond *WJ &30 RWL 1`► baou nd.ba4r) d in4n n4na {pnemuri~.d) Tatai Suspended Solids Meg 130 mglL O. NA a A243rodo 13 Mound .Fecal Colmar bqmwtft mewo S1Q`.clun0ard • O Odwr: M06 wtn Emwent.ps Sbo Ye in dIL o NA A d n . 0 NA War. - ❑ NA Odle: O'NA `Values tnkd for doarestic .rawsAmw and aepdo tads effluent. Odw 13 NA seoiiaa 10earrt fiavloe lAieagarr~oy: Ifly~six oortditioa oftdrtkW At least once ws oryr ,3 yaw fAsefuesh, 31 DNA Puisp an eonnow of tank(s) When combined sludw and scum equals ono4drd.Cp of'tenk voknna 0 NA ❑ month(s) kwpw* dieparsd coarse) At feast once every: year(s) (Maximum 3 years) ❑ NA . Clean effineI At least once every: , p month(s) O NA wAnd" W- pump, Paw Moo's A alarm At feast once Avery: CI S yearm 13 Rush laterals and p)+emnse asst 'At least ands aArery:' Q moNttdw XNA Othw. _ At fesst aw1G. p W - - Q' Nk ' o NP Won rMlliT®1ArGE ' ~iBAlCa10.NS . irap ctioas of wft wd`depend ceh Ad be anode by as tS dua~ an 11 a ons of *a ioNowtnO Roes or aertMl aido Meeker Pk Amr. Ifeew PinWm lleatficmd Sneer; PQMtT$ b Wsftr: POW= Lftkdiinec: Sapitgn 11e01*9 OPOGW. Tank l ions must ia> n& a visual iepecdon of the tank* fa loin fj/ nay miseing or broken hedwara. idarrdy any taacks or baks~ awasurs the wkmw of oombioW :hogs and swan and td dnsole fins any bade up or parnding of affluent ern the grwnd strface. Ties dipnarsat oll" ahd be vi!uaft fo aback I~&s#ilue * bvsis irk tbes obeerva ion. pipes and to drank #oe aw P H y ,y_ of on bu fcwbs a filiang oundilton and' ate Tfd i~ !Q , . _ suRfaoe may 4l8uent an in isead surer.. d % .!.,.i Y TAW or more *.to* vokme. oontarrls of Una ten>< obeli be reanoNed 6!I • disposed of in eeoordarro~ wbfi oitaMAer NR 115, biiMoondo AdasiniaAratisr~s Coda- ley adwr se~sioeei. inebrdin0 but rat rmlled to the servbft of oWam t iftee e, mechwftd or pressurized oomponerte. PwO t units. and any servidrg @ t lntevals of 512 months, shat be performed by s certified POWTS Mdnt*ww- wi A serriics.r~epdrt SW bs provided 15 the kcal regAotory authoMyY thin 10 days of completion of any service event. _ H C ont SN Er Er M 1 m? A 4 m A A P" CL C K V rF . -to 0 P" r ` 3 T m .m.. C.1 O 0 .A. n 0 p~ys~i O N 'O C i y^ M~~ O S M m VY 2M x 4r+ ID C m j O ma ~.~i. O~ ~a -n X03 0 o <y~m. p =m moss5R H 3 3 3 A m A°mN cr ID to w T m Ci , tJ N 3 A m' .-r A l I C W 3 ,r a o v m . m N 3 Z Q N n O A A n A O 4 x° n a m m 3 m M a m m a a 3 p m ; m m 3i to < fD ' a Q° c o o ~ o~ N a° < m ? M'iy 0 g~ X ao C cn, A m 3 d a h"~ ':D 0 A S3N !~wj.SO ~ p a C.4 .t. d SO A S - A ID 10 A O m W l y =b to M m? ° N Po N m N p ^ I o - p !;L 0 n ° ~ 7 a to tQ Q N N d O H A 3 3 ' m C U m d Q O O D- T M H C:r d. o O S ~a -K o fr . a3 mm d N A_ 3 ~ n D~ C a m ~ aM '6 0-0 ~ d d T p Q'O S'7, C ~ m~ ~ N Q T d N ~ 7 '6 (D d N T N A c s 3 a a m T ^y a= m O m o n v o 1~+ s 1 - m e~ c 3 ~CfD mays C fD Z a33 ~s ~ m~ ° Z QAT CD 3 m n-° C C .n. N Tfl~ NN z 3 A 3 m A Q. .7 C e~F Q. C .r N 1"h a S ry, A N m l V o a f..h~ 5- m c d o II d to m 9a mm n`, s_ O -10 ID 11 CL 5 2. B O< O r rF N a T G M A (~D O D c N X m m 3 m p T C .t r+ "6 °i 3 ~ ~ d m ~ A Sip C m ? n` ¢ _ m 3 m a s n p~ a sF :r N M O N o N ° c Lpgo~~ O o' m M~ A N M4 m LO A N +J Z =r fl/ ~ • A tQ ~ n ~ ~ ~ O m Fv y~ p n N m m r m *a m 3 'O s ; z ~ r-r n -6 v A m H ro n !o m < m Q r ua O t to ie ~D M ITi ? a ' Q N m ( ~ Apr-27-2012 12.00 PM St. Croix County Plan/Zoning 715.386-4686 112 ST. CROXK COUNTY SEPTIC TANK MAINTENANCE.AGRFENGINT AND OWNl4R W aRTMICATION FORM Ownmffiuyer S l GI` C'T~ Meu'lingAddress Props yAddress ~~L3 e r S k.y u dj-e.. OrE (Vendcadon required 9om Pieuning aOnmg- yaps for new constucto L) City/stalb / sow Peteel IdetttEBOadon Number OZ.D - 750 - 14 - I CO X&GAI 20CRIPTTtIN I PxPorty Looetion V C G Y. , SE y~ .Sec , T N R~~'own o£ K O S O h Subdivision Plat: Lot # Cerditied Survey Map # Volume Page # WarMlr lend # W= 2007)VOlUme Page # Spec house 0 yesxno Lot lines idest{8sbla One 0 no improper use and mahhtonenoe ofYour 8000 system could result In 14 premature ihilurs to handle wastes. Proper mab deosnas cond& of pumping cut the septic tank evety three yam or WOW, ifnwded, by a Umnsed Pumper. What you put into the system an sfhd the AmWon ofthe septic tank as it 1 egm04 999 In the wage digxmd systm Ownm malntetanoe MTOI 3lites ere speollled Is §Comm. 93.52(1) And in Chapter 12 - St. Croix County sanithry Ordinance. The property owner appreef to submit to St Croix Cou* Planning a Zoning Department a eerd$caton t M SWW by the owner and by 1 maatar Plumber journeyman plumber, reseiated plumber or a Uomsed pumper vo*Wg that (,)the onitte &Wdw lose dlepl Wteu la la proper opersysg condhlon and/or, (2) aft inspanUon and pumping (if rucesatty), the septic tank is VWa the undmaapwod have reed the above MWft wants and Won to maintain the private swMV disposal system with the standards set 1brk hwr as 39 by the Daparbnent of Cmcmerx and the Deimiment of Natural Rama sa, State of WleoomiL wog ON"Olft O t thWithin at O p NOW system 1118 beta mdnWned mug be oomplated and returned to the St. Croix Cousty Planning a days of the tree year a q*Won dose, V. oe8fy tbst an Moment. on this arm aretrue tote bag of my/oor knowledge, live am/ars the owne prop" desorlbed above, byvi tus of a ra)ofthe ~twnenty deed recorded In Register ofDeda 081st, Number of bedrooms - sl~xAxuRB Of APrLlcArtT~s) ~ ' ~"j 4 r - 5 AAA 2- •"My informadhm that is miarepresented may result in the sanitary permit being revoked by the planning a Zoalag Department .~i deed. ww"deed from the Register of Deeds Office and a copy of the cerUed survey map if BMW refire s it tbh APPHOMI wM 8 MOWdG (RSV. 09V9?) 7 'g 1 (ZI 1 6 VOL 19 PAGE 4960 KATREh"`M H. M REGISTER OF DEEDS ST. CROIX CO., NI RECEIVED FOR RECORD CERTIFIED SURVEY MAP 03/31/2005 03:15PH CERTIFIED SURVEY NAP LOCATED IN PART OF THE SE 1/4 OF THE SW 1/4, THE NE 1/4 OF THE SW 1/4, REP FEE: 13.00 COPY FEE : :3.80 THE NW1/4 OF THE SW1/4 AND THE SWI/4 OF THE SWI/4 OF SECTION 22, PAGES: 2 T29N, R19W, TOWN OF HUDSON, ST. CROIX COUNTY, WISCONSIN. ALSO BEING LOT 14, OF THE COUNTY PLAT OF HUDSON ESTATES. ° a SURVEYOR: PREPARED FOR: w Z M DOUGLAS J. ZAHLER MIKE GERMAIN Z S & N LAND SURVEYING, INC. GRAND PROPERTIES LLC w ? 0 2920 ENLOE STREET 712 RIVARD STREET NORTH 1/4 COR. CC , L" = HUDSON, WI 54016 SOMERSET, WI. SEC. 22 w~C wyQ N w Each Parcel shown on this map is subject to State. Z p M F- County and Township laws, rules and regulations (i.e., Z " wetlands, minimum lot size, access to parcel, etc.) = w g Before purchasing or developing any parcel contact the m W rn St. Croix County Zoning Office and the Town of Hudson ~j for advice. V pF W/$ CO y I of~~ LOT 15 H DOUGLAS J. d>s ZAHLER S-2143 * I / os X \~iG HUDSON W I LQT 13 / O MSF N8948.31'"E ( LOT 16/ ZI = T9 OF / °I ~S BM TOFF T,- T L OT 21 I.P.=924.0 ® -14 I / y 3.72 ACRES pl C) I / (161,908 SO. FT.) LOT 17 G p~ 7 L.B.O. 921.5 /C.3 1. 7 49+~ S85°39.44"E 340.53,.. a M ly / I m ACCESS EASEMENT 4~~~„~ LOT 18 ( ¢ I> - ar TEMPORARY • • . 985°39'44•E 364.43 GO,i CUL-DE-SAC 9 `~y Lfe N89030'53"E 336.94' ib~qc~ EASEMENT. TO BE . . ' ' . • . • • • . - • R Iv' x I •y EXTINGUISHED UPON 1b ~T•'2.9 !PO QN 9 Cy ~I ICT11;:~ ROAD EXTENSION Z If ~ ® Qe~+~~ l ~ ON I`ZF~lyj.- _ ° \I 1 v IH W LOT 19 $ ~v LOT 20 LOT 22 m ;dlr N ® gy 5.79 ACRES L.B.O. 918.8 5.63 ACRES ~n I~Z t~ (252.286 SO. FT.) I I _ (245,385 SO. FT.) 1 ® m - L.B.O. 916.0 BM TOP OF an I.P.=910.7 I~ Oq 5.00 ACRES S L35 ® ® i~-j- L' 1 (218,045 SO. FT.) - tz ts~ $ S89044'41"W 649.90' L2a ~Y ~e o UNPLATTED LANDS I I L.B.O.916.0 P $ f~ I IH T Mr I N I b L41 322.24' ao 358.80' L41 an I *9-44'4"W 681.04' _HUDSON ESTATES LEGEND LOT 3 LOT 4 FOUND ALUMINUM COUNTY SECTION CORNER MONUMENT FOUND 2" OUTSIDE DIAMETER IRON PIPE FOUND 1' OUTSIDE DIAMETER IRON PIPE SOUTH 1/4 COR. O SET 1" OUTSIDE DIAMETER BY 18" LONG IRON SEC. 22 PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT (FOUND PK NAIL) • . • ' • • . • • 50' ROADWAY SETBACK PROPOSED DRIVEWAY SCALE: 1'= 200' ® SOIL BORING DRAFTED BY: WES ANDERSON iiiiiii PROJECT# 6071-05 DATE: 10/11/04 0 100 200 SHEET 1 OF 2 SHEETS REVISED: 1/21/05 Vol 19 Page 4960 I I I I I I I I I I I I I I I I I I I I I {111111111 8054851 Tx:4040837 STATE BAR OF WISCONSIN FORM 3 - 2000 954883 QUITCLAIM DEED BETH PABST Document Number REGISTER OF DEEDS THIS DEED, made between Citizens State Bank, Grantor, and Alan L ST. CROIX CO., WI Anderson and Monica D Anderson, husband and wife, Grantees. 04/23/2012 11:17 AM EXEMPT#• NA Grantor quit claims to Grantees the following described real estate REC FEE: 30.00 in St. Croix County, State of Wisconsin (the "Property"): TRANS FEE: 189.00 PAGES: 1 A parcel of land located in part of the Southeast Quarter of the Southwest Quarter, the Northeast Quarter of the Southwest Quarter, the Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Southwest Quarter of Section 22, Township 29 North, Range 19 West, Town of Hudson, St. Croix County, Wisconsin, also being Lot 14 of the County Plat of Hudson Estates, described as follows: Lot 22 of Certified Survey Map recorded in the Office of Register of Deeds for St. Croix County, Wisconsin, on March 31, 2005 in Volume 19, page 4960 as Recording Area Document No. 791016. Name and Return Address: Title One Premier Group File # 17829 Together with all appurtenant rights, title and interests. 020-1450-14-100 Parcel Identification Number (PIN) This is not homestead property. Dated this 20`h day of April, 2012 Citiz Is State ak * - ene Haberman, its Vice Chairman * * AUTHENTICATION ACKNOWLEDGMENT ) STATE OF -WISCONSIN Signature(s) COUNTY. SH► C(01X ) ss. authenticated this Personally came before me this 20`h day of April, 2012 the above named Citizens State Bank by Gene Haberman, its * Vice Chairman to me known to be the person(s) who executed e t and a owledged the same . TITLE: MEMBER STATE BAR OF WISCONSIN (::W (If not, authorized by, O . ;•Wi;. TH15 NSTR AS qXAlt BY • of Wisconsin liefi rhey ae Fore p, Attol My commission is permanent. (If not, state expiration date: ~►e Ic ~ ~ o~a7l ) (Signatures may be auWt sated or acknoWl • ai. Both are not necessary.) 'Names of persons signinped or printed below their signature ///1/ II IIIIINIMII 1 of 1 QUIT CLAIM DEED STATE BAR OF WISCONSIN FORM No. 3-2000 sin PEf4D Page Of 4Z Wltconsin Dope ment of~dtmrti# SOIL EVALUATI Page \ of Z Division of Safel and Bun t orr°gia os with Cumin 86, Wt. Adm. Code S~ County ~RpIX ' 1 Pty Yb K !a+ 1G Attach comple a an.81/2 x 11 Inches In size. Plan must In do, but no II cal and horizontal referenoe point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location anti dlNanoe to nearest road Reviews b J Date Please print all Information. - t~' L Personal Inlormotlon u provide may be used lot senondary purposes (141vsoy l.sw, s. 15.04 (1) (m)). ) J I AA /Y - Property Location PropertOwner N~ Govt. Lot 1/4 $ 1/4 S;MTZ 9 N R l MW) VV POw ('o perty ners Mling Ad4rats Lot Block # Subd.NameeorC , l ~f r, j Lz~V / CY"^~~'y •rS late p %O U0 um er ❑ C ❑ Village j&Town Nearest Road City one it, flow rate DO GPD New Construction 1.13WResidentlal / Number of bedrooms Code derived design Replacement Publla or oommerol I . Describa: Parent material CA/- andt ` 01.. _~taarlo~. _ Floo~~d,~,P_la~inn elevation If applicable /I General comments I►o~riri ~sYJ~ OZ IDOC CprL~14-ham` C' , 7C)C t tJ ,j recommendations: G~ IAL to o' q 8-/6%b 5~c~r~k Sv,~a•w ow~s.a.- ~j C~v~ li~~h- A t 1MGt1~ O r s C ~a ~ J o a ~ ~rti~ed Boring # Boring ry, Depth to limiting factor- in. Soil lication Rate Groundturfacoelev. © Pit Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF • 'EN#1 ff#2 In. MunaelV Uu. 8z. Cont. Color Gr. Sz. Sh. -E O. Z - ~D7R y lo a- ~b l 7 ~5 y S~ D- 6 /W Boring Boring # Pit Ground surface elev.. 7., n. Depth to limiting factor -L - in. Soil licalion Rate GPD1 P Horizon Pepth Dominant Color Redox Description vTexture Structure Consistence Boundary Roots ~'Eff#1 . 'Eff#2 In. Munsell Uu. 9z. Cont. fiolor Gr. Sz. Sh. s 6 E s 75 _ Effluent #2 BOD < 30 mg/L and TSS < 30 mg/L Effluent #1 ■ BOD1> 30 < 220 rn L and T88 >30 < 160 n1g/L l T Number gna r CST Namo (Please Print) 81 x~ 1►f►1~3 HA ' I~ - Test Date Evaluation Conducled Telephone Number - - r, a Addre.e miock Rd - 3 -6e z C--.> Z Mon Z v .tea _ ip 6 - Property Owner' 'Q f-60 V'- Parcel ID # Page -2-of e8oning Boring # 3 Ground surface elev. Ot.`55 ft. Depth to limiting factor in. '61 lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. 'Eff#1 'Eft#2 d ~lD ! Y 3l to' C. S v+,.,. G.,S 04 6- 3 y -9.6 14 -7o Y s d~ ~..c o-? I-C ❑ Boring # Boring H Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Eft#1 'Eft#2 Boring Boling # Ground surface elev. ft. Depth to limiting factor in. F Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr Sz. Sh. •Eff#1 'Eff#2 .s Effluent it = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg/L- ' Effluent #2 = BOO, < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate lormat, please contact the dcparunem at 608-266-1151 or TTY 608-264-8777. sao-u}ar... tR u7nxwt KrK-uO-du!e uai30 Hrl tit1ul r1Wizr5Z5 r. J r , Property Owner Q r.-b0 V%- Parcel 10 tr Page -2of Z-"•~ F-31 Bonag V VSP ng Gro und surface elev. ft. Depth to limitng factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munseh Qu. Sz. Com Color Gr. Sz Sri. •Ettst -Ettz2 . a ~~o l Y D 1 ( tom,,,. v-Y a= 3 !fs-t Y is Z o. X5 IfIk Boring ❑ Boring ri pit Ground surface elev. A. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f? in. .Munsell Qu. Sz. Cont. Color Gr. Sz. Sri. Emrt Eftu2 r D Boring a so" ❑ P11 Ground surface elev. ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GROIN in. Mtmseh Qu. Sz. Cont. Color Gr Sz. Sh. •E."I •Etl#2 Effluent it = BOO, > 30:5 220 mg/L and TSS >30:5 150 aV& ' Maim V = 800, < 30 m91L and TSS < 30 mg/L The Depanmenl of Commerce is an equal opportunity service provider and employer. lf,vurr need assisutnce to access services of need matcriul in un ultcmate fonnat, piease cuntut:t the dcpanment at 608-20()-3151 or 'I•l•Y 608-264-8777. • sno-u>,rr.. tH.w.vur . r ' w G- s E a. -aq /qc,) qt 5 Will Heidt Soil Testing W3503 hemlock Rd. Mondovi, WI 54755 (715) 832-0020 16,~'u"- gyp, v *JZ Top ~SuMru ~(t2 ~I L 10) Ou IQ Tie- C-M l `o `o R t l av~ k-1m o n. n~ ~csu,ti, Ca- 5 E a; -aR /q4 a i qt 5 Will Heidt Soil Testing W3503 hemlock Rd. Mondovi, WI 54755 (715) 832-0020 zols W z o 3 a 'l b 5cc~~•-1" z`oo` 1 ~ ~ aJ ~h O p h tv F ` AN4 ~ ~ 1,01r tie v w er'~°w~cn add= • mmxcwWJ~ (c~U a weeLpy euue+eVS -R9 u6Ise4 IM'PnH ~w.w.r°~o.m atoms. _ wnwee e0 b sales n-a»o asWadr3l~~'4-V IM-WN 741 4 Y #auWd : AjojS Z uospnH n N'!n*e IMC4 1NYlaOdWi Wei ,eppnq 96o-Z& #POwd S3WOH 3901H a38W11 3JVd e 7 ` § € J u q Q q tl a e O Z E O e € g V ilt € ~Sf ka :i 3 f5 A~i 3#° J 0 4 x r s99g~e_g O 6 2 11 j; j, '3~4Sp~;yi 4Sc'ypnx § Se4 s,: a5 as N W 4 Q I .o-As IL I E.L .6-dL 0 9t A.6 X r h.L x,g-Al A.L x,~AL O N 0 _ I W I z 19 CL ~ !i {L I ~:f I = I ! o-,~z o-e X-M jj! a ca o s i N ~ .LL-,ZL .0'.8 v r I W o I ( . J a ~ a as ~ I ~ R '4 t w ! Im m ( 4 S .o-,~ .o-.u 11 j I •9 .P.9 I f .-z z 1 ! ! : R .az .rz °z ~ f 21 ! a ~ I w a5 5' w i R a i t II zzs~ ! :ri.z~ I d e R F e -i Iml a F-1 s m r0ml CA J a y m Z Z -i a® m v 'A O c Z J m D m ® ® a ~ m O Z rn APAGE N PRO-Build TIMBER RIDGE HOMES Prop= 12430 Builder. Jamie IMPORTANT l Hudson 2 Story mno r oza ,2 Phonen 1 e ,2 _ Negonel Reach. Local Expedisa. -1 2 Saies Rep: Owe Barnum 's'non.a Hudson, WI w.~eeJ u.cr,w~ elm Design By: Shawnna Abeam b 56X 18'0• 8'0" 24'-3%" 91-61 4'-24- I I I I I z-~x•=sa%s• r-rx•>dsm~• I ~ I b ~ x ~ I I I < I 0 - - - - - - - - - m - - - - 6' m I I • 11 It ~ II It II - - I -i~- - - 1ao• ~ I I I b ~j q I I I a Ei~ ti 1 _ Ii a Ig 1 1 I 4;; I Cb m I - - - I - C) b I I D 171 b m li ~ f i N b • II 'o ~ I a a 1 li W • ~ ~ y 6 " R 10'-0' r-0• I 15-0• I a i I I I XI -n I I I V 1 ' X - x I I I I m T ;I I I' I 6i C S ;I I I I Z i I I. m - 1 - - - - - -------D x i----s~-j--- I - Bra - V o n -n I i i I D a ~m I I I I V m s'O ,s ,53 ea I m° co N_ T I 4 I I II b r I I I I I p b b b 0,111 Z ggv g -Fz Y' o^ fo ~ m~p~ 25~ QS $6 ~ a-'"y erne 4~aar ~ E~S~ a€m ~ ~ sg7 wt: V 95 F PAGE: ~U~~~ TIMBER RIDGE HOMES Pwj9d0 ,2030 Bu0der. Jamie IMPORTANT _ 3.1 Hudson 2 Story ~m+= Phonon ' Iw.wE:`o oiffi- z Sales Rep: Dave Barnum Hudson, WI Design By: Sharma AOream I; ww•r ro~~~~ron ~ 'mp: me wnx~ S•-0• 24•-3Y.• 91-0. 4.-2Y.• I I I b 1 _ri• • T m ~a ~ I m b I I I I - r - - I - Imo- - I - - - - I-Ell mo y J 9 °2; I I p Tti 1 4;. I "4 I m b z I C) b I - I D 0 b m I; m~ ~ i N ~ as x I: s I ` II 'm 8 a b a a Ii• I A N 6 0 101-0" T-0 I 15'-0 I b Z I I I XI T I I I " y T' x a ; - - - m m ;I I I I a I I I I O I I I ~ Z - -----------------fl K o I I I I :n y m ~ I I I I "p m o Cn w43- IT -3- 8'E' I N b I W- I I II r 0 b b Z 921~e; 6 Q gg g ~ FAllj-. Fg a~ ~ -Fz q I g. aFO ~ ~ ~ ~T g 4` 1~ as .pf Ir 5 ® 5 - PAGE: o~~~~~ TIMBER RIDGE HOMES Projects 12430 Bandar. Jamfa IMPORTANT 3.1 Hudson 2 Story National Reach. Local os,a,z vrr..~.~..a.i. M1e..e. FxPedise. w.az-,z Sales Rep: Dave Barnum awarro...k.,as• Hudson, WI u: ~.wwwb,cr..ms.ma Design BY: Shawnna Athaam ~~~....~.e..~ moo: mar.~+ .osrex®c 3•-( ~ s•-0• a•.o• • za•.o• I I I } r-tx•:ev:c• I i aEO 1T-sx' I I m _ I ~ I a , K d I ~ ~1, ~ ~ I v 08 Cf) I I h tl ~ ------N a p I I mb ~ N c x I a a I ra O p taoY - - - - - y~y . i b I I N <n : I b w ° ! 4 zr K ~ Z w I 1 ' j • D ° _m I I ~ Im ~ a - I y :t I I N e rs In N I K ~ I 6 a c i N i o, 0 x z 4 LINEN I '9 I I ~ j is o^ za-0 Z I ~ m i I I I I 0 I I I I I J b b b b x V D 'O m o~ oF~~~ ~ ~ y3~ =o °o a s~ as if q8z€ moms P ~m H € € "z PAGE:~ii~t~ TIMBER RIDGE HOMES ProjactM 12-030 Bulkier Jamie IMPORTANT Pnone n 3.2 u Hudson 2 Story National Ruch. local ~'"p1' m-,s,z ~Sol- Rep: Dave Bemum Hudson, Wl Design By: shawnna Athaam ~~►n-f-- ~ri~~~~~ ~c~5~-t~vc~cti~ II I111111111f111IIII111lIfl I Doeument Nu fll "'t1°r Dtxrtmenl Title 8 0 5 0 3 4 8 Tx:4037183 951560 BETH PABST REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 02/28/2012 3:44 PM EXEMPT REC FEE: 30.00 Roeotding Area PAGES: 4 Name and Return Address 4 RETURN TO: TITLE ONE 706 19TH STREET SOUTH HUDSON, WI 54016 Oo1'~ -1y5D- ~~{-100 Parcel Identification Nmnher (PM) "THIS PAGE IS PART OF THIS LE=GAL DOCUMENT-DO NOT REMOVE" We information mutt be completed by ntbmitter. doctanenr title, name A rentrn addrerr, and EL (if repdred). Other.Wormadon such at the grandng clauses, legal dereripdon, etc. may he placed on dilr first page of the document or tray be placed on addidonal page of the donnnent. ore. Ure of thfr corer pose addr one page to your dononenr and .W to rRe rrcorrfin cc. Misconsfa Staruru, 59.S17. • 1PRDA 21A6 1 of 4 COMMON DRIVEWAY EASEMENT AND MAINTENANCE AGREEMENT THIS AGREEMENT, dated and entered into this 17th day of February, 2012, by and between Citizens State Bank WITNESSETH: WHEREAS, Citizens State Bank are owners in fee simple of the following described parcels: Part of the Southeast '/4 of the Southwest the Northeast '/4 of the Southwest '/4, the Northwest '/4 of the Southwest '/4 and the Southwest '/4 of the Southwest '/4 of Section 22, Township 29 North, Range 19 West, Town of Hudson, St. Croix County, Wisconsin. Described as Lot 20 of Certified Survey Map in Volume 19 Records, page 4960 as Document No. 791016. AND Part of the Southeast '/4 of the Southwest '/4, the Northeast '/4 of the Southwest '/4, the Northwest '/4 of the Southwest Y4 and the Southwest '/4 of the Southwest Y4 of Section 22, Township 29 North, Range 19 West, Town of Hudson, St. Croix County, Wisconsin. Described as Lot 22 of Certified Survey Map in Volume 19 Records, page 4960 as Document No. 791016. AND WHEREAS, said parcels of real estate adjoin each other and are served by a common driveway from Roberts Lane described as follows: Part of the Southeast '/4 of the Southwest '/4, the Northeast '/4 of the Southwest '/4, the Northwest '/4 of the Southwest '/4 and the Southwest '/4 of the Southwest '/4 of Section 22, Township 29 North, Range 19 West, Town of Hudson, St. Croix County, Wisconsin. Described as Access Easement over Lot 20 of Certified Survey Map in Volume 19 Records, page 4960 as Document No. 791016. AND WHEREAS, the parties wish to establish for themselves, their heirs, assigns and successors in title their respective rights to the use, improvement and maintenance of said common portion of the driveway. NOW, THEREFORE, in consideration of the mutual covenants and conditions contained herein, the parties hereto agree as follows: 1. Citizens State Bank as owners of Lot 20 of said Certified Survey Map grant unto Citizens State Bank their successors and/or assigns, owners of Lot 22 of said Certified Survey Map, a perpetual easement for use for joint driveway purposes over and across the common portion of the existing driveway shown as Access Easement over Lot 20 of Certified Survey Map in Volume 19 Records, page 4960 as Document No. 791016. 2of4 • 2. The easements set forth hereunder are joint driveway easements and each of the parties hereto, their heirs, successors, and assigns shall have the right to the use of said easements and said easements shall not be construed as given to the exclusion of either party. 3. The parties agree not to obstruct said joint driveway or impede or interfere with the other in the reasonable use of the said common portion of the driveway. 4. The parties shall mutually agree as to maintenance and improvements of said common portion. The owner of each parcel above described shall pay One Half of the cost of said maintenance and improvements over the common portion of the driveway. The owners of each lot shall be responsible for the maintenance of the portion of their respective driveways that are not included in the common portion. The owners of Lot 22 of Said Certified Survey Map will be responsible for Construction and Maintenance of that portion of the driveway from the terminus of the common portion of the driveway to the lot line of said Lot 22. 5. The parties agree that the permanent easements created hereunder are covenants that shall run with the land and the terms of this agreement and the easements created hereunder shall be binding upon and inure to the benefit of the heirs, personal representatives, successors and assigns of the parties hereto. Dated this 17th day of February, 2012. Citizens State Bank by Thomas VanPelt, President mid)OCA. W 6 3of4 a Acknowledgement State of Wisconsin ) ) ss. County of St.Croix ) Personally came before me on this 17th, day of February, 2012. The above-named Citizens State Bank by Thomas VanPelt, President To me known to be the person(s) who executed the foregoing instrument and acknowledged the same. ,,,/11111111111p~,I/y ,~,,w^ PMY PA4~ lj, . .A~O . 1",Y~`y vwe,-t N0Tq Notary Public, State of _WisconsinJ ,(.yrnX C tnof) ,q ~BLIG S7 My Commission (is permanent) (expires: ] I IkV ' ' ~`'•~~;~~Wt.SCO~~''~~ III 4of4 SURVEYOR: PREPAREDFOR: w1CLAf ZNRpI QNO PR01ERRfS r ' HUDSON ESTATES .IUD59N, • 5•el6 LOCATED IN THE NEI11 OF THE SWI14, PART OP THE SEI14 OF THE SWI/I, PART OF THE NWI/I OF THE SWI/I, AND PART OF THE SWI/f OF THE SWI//, ALL IN SECTION AS. MON. R10W, TOWN OF HUDSON, Sr. CRONY COUNTY, WISCONSIN. MARIAM LPK TA r,eMt rwn eew ~ wra+r.r ,.r IAT ~ a a•r•ferv >ew I CAhL IN V ] sra~ ww ' UNPLATfEU LANDS wrwaet ,n •es - PG. 2973 wew.r LOT 1a LOT /1 - LOT IO i r IMY ~ ; .e~R~ Relse ~Y eii.e w~. n. LOTf x ~ ~ %wrw' F7 uA.. r.ae ~wr w. n. ; Laa.e.wr q^S4 e.aw ACws aw'•rale rw• r ~ `O. \ . ~ stJTf.ll NwfR M rrYS i .,a.ru TM~ ORRRTf LOM a i L vP / / / ~1 Lar rf - a _ \ \ 'w Law f O .Rnr. ( F',LLR 1 w ee arw w. ~q ~1 S w wnrws aw u.a.. r,as: ~a K 1 WTI* y.w+s~~ eRRY w~•wrr /y'~' / fwnac f~ r". I5 l.lk4 awe-Rww ` LOT IT IATIJ r / 1 w• lerves~ war / ~ L,OT 11 & ~ ~ _.A° ~ wwi y~iwc awe' ~ r.. RoRr ~ t•[ w a.a' oe~ m,ra w.sr. 5 V~ LOTfs I / ^me Re.r ee>e,ee'a m - •.ao. _ war 1 If eu ` es• gnfi ~ !ail3 LOT U w RRauwc r, ewe,l.R v `p \ w`> R•rleen W II~- r ' ~ ` earth.Iw OR"K ReI,M erns elW ,n - - - - - - - a Ywat s~ Is ~ UNPLAT7ED LANDO YI aerie W'siv 1~ ! / vp M IOe'lNY flar 1 ~ m ~ sw 16 ~ fYw'•.bY ~ i~u~ 1{ O j mw ~Pj l .a~. a+ i LOT / Lars e i SEE SHEET 1 eVUKVOrte asenr.uie "owo,ne.eu.ww ae.lwo.n _ ~aRn"~ '°'i: °wr°.~u.a~~.e.wa«r °s Kw R°le"° n~a . aw. ..s. N Doc-46 7738!01 14- uaslaaarra a.ama Y <nr~ ~7=d4 _ 6:w - , waROaw,rwAwiwloRM 20.wtl ~K•~l fM' mas~^c'~`iarw~~ru[~e.~o~~u~~u'[ Z, 9. q wR a +r.ae t11fEr a or a 111RarR 1312 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in a ordart' rr>t85, Wis. Aft. Code Tom Schmitt County Attach complete site plan on p r o han % x 11 inches in sae. Plan must St. Croix include, but not limited to rtic~an tal reference point,(BM), dil►ec~+gq "d Parcel I.D. percent slope d crow, and locatien'arid Mai t4o'nearest road. Q J y 52~_ Jl/- l print all info atinn. u , Reviewed By ? / 1 Dat 7 (J~ LRU Personal inform on you provide may be used for secon ary pu"d,L~EI 14584 / s' Property Owner Property Location (((rrr Grand Properties, LP Govt. Lot NE 1/4 SE 19 S T 29 N R 19 W Subd Property Owner's Mailing Address Lot # Block # . Name # 712 Rivard Streeet, Suite 300 qu:-d-son 22 E tates city State Zip Code Phone Number City I Village 01 Town Nearest Road Somerset WI 54025 715-247-5900 Hudson Roberts Lane 0 1 New Construction Use: AM Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD _f Replacement Public or commercial - Describe: '~~(/f Parent material Outwash Flood plain elevation, if applicable NA General comments and recommendations: Area is suitable for a conventioal sytem with a 0.7 gpd/sgft rating. Possible system elevation for Area 1 is (high trench) 102.7' (low trench) 102.0'. Slope is 10%. Boring # I Boring 0 Pit Ground Surface elev. 106.12 ft. Depth to limiting factor 101+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz *Eff#1 *Eff#2 1 0-7 1Oyr3/2 none sil 2fsbk mfr as 1f .6 .8 2 7-17 1Oyr4/3 none sil 2msbk mfr 9w .6 .8 3 17-24 7.5yr4/4 none Is 1csbk mvfr 9w .7 1.6 4 24-61 1Oyr5/6 none ms Deg ml cs .7 1.6 5 61-81 10yr5/4 none grcos Osg ml cs .7 1.6 6 81-101 1Oyr5/6 none ms Osg ml - .7 1.6 Boring # Boring Pit Ground Surface elev. 106.12 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-6 1Oyr3/2 none sil 2fsbk mfr as 1f .6 .8 2 6-18 1Oyr4/4 none sl 2msbk mfr 9w .6 1.0 3 18-26 7.5yr4/4 none Is 1 csbk mvfr 9w .7 1.6 4 26-54 1Oyr6/4 none ms Osg ml cs .7 1.6 5 54-66 1Oyr5/4 none grcos Osg ml cs .7 1.6 6 66-96 1Oyr6/4 none ms Osg ml .7 1.6 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS X30 < 150 mgtL * Effluent #2 = B005-S.30 mg/L and TSS <~10 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St., New Richmond, WI 54017 11/5/04 715-247-2941 Property Owner Grand Properties, LP Parcel ID # Page 2 of 3 F Boring # Boring 16 Pit Ground Surface elev. 103.52 ft. Depth to limiting factor 98t in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0-7 1Oyr3/2 none I 2mgr mfr as 2f .6 .8 2 7-15 1Oyr4/4 none scl 2msbk mfr 9W .4 .6 3 15-24 7.5yr4/6 none Is 1csbk mvfr gw .7 1.6 4 24-98 10yr5/6 none ms Osg ml .7 1.6 F-I Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 I, Boring # Boring ❑ _J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mgA- * Effluent #2 = BOD5 < 30 mgA- and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an ahcrnate format, please contact the department at 608-266-3151 or TTY 608-264-8777. rt- Page 3 of 3 Conducted by: Conducted For: Schmitt Soil and Site Evaluations Name: Grand Properties Thomas 3. Schmitt, CST 227429 Address: 712 Rivard Street 1595 72nd St. City, State, Zip: Somerset WI. 54025 New Richmond, WI. 54017 Phone: 715-247-2941 Subd.Name: Hudson Estates Lot No.: 22 > Legal Description: NE 1/4 SE 1/4 S22 T29N R19W Township of Hudson Bench Mark El. 100.00' top of 2" pvc pipe Alternate Bench Mark El. 107.30' top of 2" pvc pipe Slope= 10% Scale 1 " =40' AVZ55 lot ~q ipto !44 7" 83 i a~ k PROPERTY MMER: Grma Properties. LP SOIL AND SITE EVALUATION 12t?5 page of 4 P ARML I.D.# Tom Schmitt REPORT MEMO Discontinuous silt inclusions were observed in 131 with redox features. The redox features in the silt are present because the smaller particle size of silt holds onto the water stronger than the surrounding sand, it even has a stronger hold than the force of gravity trying to pull the water down. The water that flows into the silt inclusion will not seep out until the silt inclusion is completely saturated and cannot hold any more, then the force of gravity can start to make the excess water start to flow. This is why redox features (mottles) are present in the inclusion. The outwash sand that the silt inclusion is deposited into showed no signs of seasonal saturation or high groundwater. INSTALLERS" When a ilt inclusio (silt ball) is encountered, the chambers that are installed in the silt should not be counted. More chambers shout a added to the end of the trench in sand to make up for the lower gpd/sgft ra of the silt. This way U the 0.7gpd/sqft rate of the sand can be used and the system is only enlarged as needed. N 64eS ~Ia1 ~t~, f t t'^ ~G S S u-~ cQ c V i S 81.i &AA- ~ S l ~"~D 1 1e7 1 6 VOL 19 PAGE 4960 Mau REGIESTER OF DEED- + ST. CROIX CO., W1 RECEIVED FOR RECORD 3/31/2005 RTIFIED SURVEY HAP HA CERTIFIED ~RVE Ap CE RTIFIED P LOCATED IN PART OF THE SE1/4 OF THE SWI/4, THE NF-1/4 OF THE SWI/4, REC FEE: 13.00 COPY FEE: 3.00 THE NW1/4 OF THE SWI/4 AND THE SW114 OF THE SW1/4 OF SECTION 22, PAGES: 2 T29N, R 19W, TOWN OF HUDSON, ST. CROIX COUNTY, WISCONSIN. ALSO BEING LOT 14, OF THE COUNTY PLAT OF HUDSON ESTATES. ° 0 -C SURVEYOR: PREPARED FOR: °w Z m DOUGLAS J. ZAHLER MIKE GERMAIN Z -J Pf S & N LAND SURVEYING, INC. GRAND PROPERTIES LLC Lu p 2920 ENLOE STREET 712 RIVARD STREET NORTH 1/4 COR. " = LU HUDSON, WI 54016 SOMERSET, WI. SEC. 22 F CC 0) w~a < N w Each Parcel shown on this map is subject to State, z p ZO $ County and Township laws, rules and regulations (1.e., w U P. wetlands, minimum lot size, access to parcel, etc.) u~ x LU o Before purchasing or developing any parcel contact the m 1- cn ~n _ St. Croix County Zoning Office and the Town of Hudson for advice. I s Or- WISO f` Qy I LOT 15 I y DOZUAHI ES J. S 2143 I ?3 /C <v ~.1+ I HUDSON I=QT-1 oh M'fiyT N89°37'56"E ( LOT 16 d~,O W I _ °SO,y sT aeZ 148.31' Zol BM TOPOPF h 3.72 ACRES ' y'~. V • ' (161,908 SO. FT.) 19J' LOT 17 m o s +I L.B.O. 92 .5 'mss °sy. _ 9 L 7 7ps S85°39.44"E 340.53• i 1~' ~9 ~6j m 1 m LOT 18 I ` . ' • 9'44"E 364 l' G R. `fr' W a TEMPORARY 43 • • • - • • • • . " N89°30'53"E 336.94' ,b iqt EASEMENT, TO BE EXTINGUISHED UPON y~ L29 ~aPp • • • • • • - - - - ,C-,• IC7 ROAD EXTENSION ^ \ ' `9 f 1✓p NN ICrJIN fV o y LOT 19 LOT 20 LOT 22 m ill r ® 5.78 ACRES L.B.O. 818.8 w 1~ I 9 5.63 ACRES I I vVV ~ ' t (252.286 SO. FT.) (245,385 SO. FT.) 17' I \ rnL.B.O. 916.0 BM TOP OF v±: v(, ® ~ c+.1. a ® LP.=970.7 I~iCJ m 5.00 ACRES i •~L35 ® ® Kn- (218,045 So. FT.) ya4 o toss ~~7 S89°44'41"W 649.90' 3 s. ° UNPLATTED LANDS I id z L.B.O. 916.0 ' rn ( 1 a1 o V I"' ro ~ 'Ipz L41 322.241 L43 'x358.80' L44 I~ SEL9044'41"W 681.04' HUDSON ESTATES LEGEND LOT 4- LOT 3 FOUND ALUMINUM COUNTY SECTION CORNER MONUMENT FOUND 2" OUTSIDE DIAMETER IRON PIPE FOUND 1" OUTSIDE DIAMETER IRON PIPE SOUTH COR • Q SET 1" OUTSIDE DIAMETER BY 18' LONG IRON SEC. 22 (FOUND PK NAIL) PIPE, WEIGHING 1.13 LBS. PER LINEAR FOOT 50' ROADWAY SETBACK * PROPOSED DRIVEWAY ' SCALE: 1'- 200' 0 SOIL BORING DRAFTED BY: WES ANDERSON MEOW PROJECT# 6071-05 DATE: 10/11/04 0 loo 200 SHEET 1 OF 2 SHEETS REVISED: 1/21/05 Vol 19 Page 4960