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Home My WebLink About020-1420-30-000 ~~o ,' ~ ~~ t7 j ~ i ~ ~ ~ 'I~• ~ ~ .~ ~ A ~ '' ~ ~ ~ ~ ~ 3 ~ ~ I ~ 3 .. ~: ~ ~ ~ ~ sv ~ cn ' ~ z ~ z O N ' I O N `~ `C 1 ~ n W ~ O O O. to O C ~ ~ W 7 O . ~ N N ~ I~ 1 dp ~- tYa N N ~ ~ 7 d ', j CO ~ A ~ s ~ W ro N m ~ ~ ~ N Oo n O y cn o O "S O- ~ ~ ° ~ ~ ~•° p ~ W ° ~ t o 0~ ~ a O j j ~ 1 1 ~ 7 N W O C 1 C ~ O Ot G ~ ~ v_„ z D ~ I ~ m ccn D v' a Z] ~ W P- ' ~ `~ ~ ~ N D ~l I CD _ "' '' W ~ C ' i ' 1 I i ~ { N N SZ W , ''~~ c7 r~n 1 N W N ? ~ O 6 ~ ~ ~ 1 '0 ~ b CT I ~ 1 ci S O fA tp (/1 W N V O. ~ ~ ~ 0 i ~ O ~ i W 1 fD 1~D ~~ ~ ' 1 C < d ~ ~ ~ ~ ~ 1 1 N - N SZ N~ ~ ' Z ~ O Z ' Z ~~ D -' ~ v ' o O @ N ~ ° w ' 1 ~ ~ I ~ ~ '~ ~ ~ ~ ~ ~ w cn v °- iI z O O N O ~ A ~ n J v ~- a GZj 3 o .. ' ~ N ~ W ~ l m ~ O z c 3 f ~ ~ O ;_: z ~ r N 2 Z ~ ~ A W ~ 07 0. OJ D wo m a Q. ~ ~ N S N ~ O7 0? 7 m N z d ~ N N ~ il " i 5 d (D I N N W ~ y i (D ~ (n O S `G fD O fD I m~~- ~ ';i a 4 p j f0~ O O W .~ a ~ ~ ~ ~ O F _ fu ~ N •.V ~ Q ~ 7 ~ l ~ ~ v n ~ v A ~ ~ N I tD d0 :~" fp ~ di ~ i ~ ~ O I ~ ~y ~ "~ Parcel #: 020-1420-30-000 04/27/2007 02:02 PM PAGE10F1 Alt. Parcel #: 20.29.19.2671 020 -TOWN OF HUDSON Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O -JOHNSON, GLEN E & MARY E GLEN E & MARY E JOHNSON 433 CTY RD A HUDSON WI 54016 Districts: SC =School SP =Special Property Address(es); * =Primary Type Dist # Description * 433 CTY RD A SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 1.416 Plat: 1983-GLEN, THE 02 SEC 20 T29N R19W SE NW LOT 77 BLK 8 THE Block/Condo Bldg: 8 LOT 77 G LEN Tract(s): (Sec-Twn-Rng 401/4 1601/4) 20-29N-19W SE NW Notes: Parcel History: Date Doc # Vol/Page Type 01/05/2004 750714 2485/157 WD 04/03/2003 715833 2194/140 WD 12/21 /2001 666080 1797/613 W D 7(1f17 CI IMMORV Bill #: Fair Market Value: Assessed with: - - - - - ------- -- - - 0 Valuations: Last Changed: 10/25/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.416 105,400 368,200 473,600 NO Totals for 2007: General Property 1.416 105,400 368,200 473,600 Woodland 0.000 0 0 Totals for 2006: General Property 1.416 105,400 368,200 473,600 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 _ ~~ Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and wilding Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. ~ za Permit Holder's Name: City Village X Township Sienna Cor Hudson Townshi CST BM Elev: Insp. BM Elev: BM Description: ~ g b TANK INFORMATION TYPE MANUFACTURER CAPACITY eptic ~~G ~d~d Dosing Aeration Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD eptic ~ ~" t~ ~' 3 s - tl ob Dosing Aeration Holding PUMP/SIPHON INFORMATION Manufacturer Demand GP Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Dia. . o Well EL~VATIO`I~ DA'T`A cou St. Croix Sanitary Permit No: 420618 0 State Plan ID No: Parcel Tax No: 020-1420-30-000 Section/Town/Range/Map No: 20.29.19.2671 STATION BS HI FS ELEV. Benchmark Alt. BM ", ud Bldg. Sewer R~•3~ ~ •(S Xl.l ? S Inlet c~a,~- ~ pq 8G . 23 St/Ht Outlet C'{0. • ~ g S• {~ Dt Inlet Dt Bottom Header/Man. 0.3 ~- ~ `~•`~o ~ S• `~~- Dist. Pipe Bot. System ~ 3d- !~ oS 8'4 ~~' Final Grade Cover °10.3 Z.Is ~•~~' . .~ °I 40.3 .7 I $~' (c a - 3 s a~•~ 8Y 30 SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Li i DIMENSIONS 3 M ~~•• F/ ^1 C ( SETBACK SYSTEM TO P/L BL D G WELL LAKE/STREAM L Manufac r INFORMATION CHAMBE N ~ Type Of System: L6 2~' / ~u ~ f,D / _i IT Model Number. ~, K 7 D DISTRIBUTION SYSTEM Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake 1 ~/ ~~ Pipe(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 BedlTrench Edges Topsoil Yes No 0 Yes ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~1~/O~J Inspection #2: / / Location: Hudson, WI 54016 (SE 1/4 NW 1/4 20 T29N R19W) The Glen Lot 77 ~ \ ~', r - ~r~ I i~rce gip: 20.29.19.2671 1.) Alt BM Description = ST COY'ei~ ~ ~ k'(60 S't' ~~~G~ r ,J ~~'1 nX~n r •~,` ~I~ 2.) Bldg sewer length =3~~ , S. S ~I~.dd~? 30 ~~ 'Ih,~O 5'~ • w~0: •~r T`~ - amount of cover = , 7 ~o be ~,ai~~ ~ g . ~~ ~ 3~ i +'av,chv.s wens- lra•e,K••~,I~e~i a~C 51tiaE w a~ •~Lcv.~bh t P3j, daoK S(»pe,-b»~~~ ~'3 Plan revision Required? r~'; Yes No ~~' r ' 1~ ~03 i ~__ ~ ~ 3 _ Use other side for additional information. SBD-6710 (R.3/97) Date Insep is Signature ert. No. Safety and Buildings Division County ~ ~ 201 W. Washington Ave., P.O. Box 7162 SrG yp f' ~ ~SCOI /SI ~ Madison, WI 53707 - 7162 Site A De artment. of Commerce /a-f7-D ~ Sanitary Permit l~pplicatlon sa»i Permit N r ~~~ ~~ In accord with Comm 83.21, Wis. Adm. Code, personal information you provide "` ^ Check if Revision ma be used for seco ses Priva Law, s15. 1 m _ I. Application Information -Please Print All Information State Plan I.D. Number Property Owner's Name CE~ Parcel Number RE Property Owner's Mailing Address 1 2 Zpp DEC ~ rty ti • ~~ 1yQ ~ ~ ~ ik: S odd T a N, R ll City, State Zip Code ST E ONING OF Lot Number Block Number ~? Subdivision Name CSM Number II. Type of Building (check all that apply) as Pe! 9 "~"~ City or 2 Family Dwelling -Number of Bedrooms ~ a+KS "" ~ ~~'~` & Village ^ Public/Commercial -Describe Use ~~ A- ~ JJ // ownship ~yGt,G~6'o.(J gC. ~^ ~~"'~ ^ State Owned Nearest Road F _ 2. t k. 60 • ~ eRXX,s 9 G_ .Y' /~'~ f G II Q ~ III. Type of Permit: (Check only one box on line A (n mb ring scheme for internal use). Complete line B if applicable) A' 1 New 2 ^ Replacement System 3 ^ Replacement of 6 ^ Addition to For County use.. " S stem Tank Onl Existin S stem B. ^ Check if Sanitary Permit Previously Issued Permit Number Date Issued I:V. Type of Permit: (Check all that apply)(numbering scheme is for internaluse)•~__~ ~- -!aD 44~.Non -Pressurized In-Ground 21^ Mound 47 ^ Sand Filter 50 ^ Constructed Wetland 22 ^ Pressurized In-Ground 41 ^ Holding Tank 48 ^ Single Pass 51 ^ Drip Line 45 ^ At-Grade 46 ^ Aerobic eatment Unit 49 ^ Recirculating 30 ^ Other V. Dis ersal/Treatment Area Informat ion: 2 G ~ ..et- Design Flow (gpd) Dispersal Area Dispersal Soil Application Percolation Rate ystem Elevation Final Grade Required Proposed~.Z Rate(Ga1s.lDays/Sq.Ft.) (Min./Inch) Elevation ~So ~ ~r~ ,~ ~~ ~ 7 ~~ ~y ~d Q~ ~o VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Existing Tanks Tanks Sep[ic or Holding Tank , _ / l 4 `t-'$~C X, Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for tion of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature PRS Number Business Phone Number ' rn c n v ~~ 9 7~-~ -3S'C~ /e2 I Plumber's Address (Street, Ciry, State, Zip Code) d•7 ~ Sc v ~ Oy .~~ ^~~f~ VIII. Coun /De artment Use Onl Approved ^ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing gent Signature (No Stamps) ^ Owner Given Initial Adverse . Surcharge Fe ) ~5~~-- i~~6/0~ Determination llX. Contlitio of A provaliReasons for D' pproval ~ J-{- . _ n . ,j~,~- Cen~y~ . I P.6ta7h~ nnµp'~- tJ~ /tMQJ1.~tJt~-t1 ~ ~ ~u~ 4'~ ~ ~'1~L TCCIII~~~~rr"'.~~"~ LL r--.~ ~-----~ ~S . Attach Com lete lent (t0 the t:ount~ Odd) for the ~ On per not ItlS then 7i1/Z 7t 11 inches In size ~- S - ~Jen~CQp ttd P.e.` ~t~ . c~. ~3, SBD-G398 (R. OS/Ol) "~-' ~ ~~ ,rJ~ ~ o ~/n ~0 7 ,L yr~ ~•~ ti Y ~ h M ~Q ~ ~ n v ~ ~• $_ «~ ~ v~ ~ Bay I ~ ~,~,..~~ Two d ~ ~a d.~~.v ~in~ ~I x~ ~ j ___. p~y~v ~ ~ yip ,,~. u WVr ~ ~~ w , `/I I // Y ,mil ~ ~~ red. o ,Dili.? ~ GC ~'- ®S 30~~ ~ -. ~~ ~ ~, ~ 11e`~ ~h~ `t w~.u. d~w~tn ~~~~ ~~~ i,~ (00 .Cw-F `~ -fie ~~~ ~ 6` d1 ` ~~ a~ ~' o '~N ~C y~U~ ~Dd. ° ~;~ ~pGC ~~'_ ®S -' v Illtismrtsin Departmentof Commerr~ SOtL EV/41.1J~~'~IQAt REPal~T Division of Safety and Buildings m.cev~ Comrn-85; Wis. kdm code. Attach c~nplete site plan on paper not less than 8%: x 11 inches in size.. Plan must Cottn~ include, but not Gmded to: vert~al and f~rizontaf refererxe point (614tJ; rfirecfan and percent-slope; scale er dirnenasiorrs; ncxth arrrovrr; and lesatier-and distance to near>~road: Parcel i.D. Pleaaa prnrtall i~farmalian: R ~ Persoa~ intormation you provide may Be used-for secondary purposes (Privacy Law, s. t5.04 f t) (m)). .Property. Qwner ~ ~ ~ ~ ~`' ~ l_ncatior- 1156 Page 1 of 3 Steel Sal Service St. Croix pend~ I6~oZ Sienna Cotporatioa Gnvt_ SE 114.. tJW9~ S- 20 T 29 ry R 19 W Property Qtrs. Nlaiting A#tdress tit # , Block # ~ubd. Name or•CStUt# 4940 Vikutg Dr; Suite 608 S ~ ~ ~ f~ ~ 7t~ na The Glen .City State Zip C Phone. Number City Village ~ Town- Nearest Road ,~ gQi.h~! l1ARx 554. c/~?~.~~A~ Hudson Carmichael Rd. New Construeti~m Use. /~ Residential / Numt~ of bedrooms 4 Code derived design flow. rate 600 GPD __„ R~ PuWicec cornmerciat-Describe: ..Parent material Petted ou~iwash Fkxjd Main elevation, rf appl'icable na General comments and rrxommend~i ons: System E~Vation 94.10ft, trenches spaced and depth to code 3.50ft below grade 1 '! t Sorirtp # -' ~~9 - ~ L-J ~, Pit Grounctsurtaee elev. 97.60 ft. Depth to limiting factcx in: Sod Applicakbn Rye Horizon Depth Dominant Golor Redox Description Texture Stnrcture Consistence Boundary Roots- GPDlft= 'Eff#1 'Eff#2 1 0-7 10yr'3/4 .none sil 2msbk mfr cs 2f :5 .8 2 7-11 7.5yr4r4 none- sict 2msbk mfr gw tf .4 .6 3 11-t9 7~yr4/4 none si 2msbk mfr cs rra .5 .9 4 1996 7.5yr4/6 name ms osg ml na na .7 1.2 ~-- 9~ , /~ ~2. *~ B onng # Bormg Pit Ground Surface elev. 97.60 ft. Depth to limiting facts X42 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Strtx:ture Consistence Boundary Rants- GPD/ft= 'Eff#1 `Eff#2 1 0-12 10yr3/4 none sl 2msbk mfr cs 2f .5 :8 2 t2-2~ 7.5yrar4 Is asg mvfr cs 2f .7 1.2 3 24-102 7 Syc4l4 nnna cns asg m~tfr na na .7 1.6 `~~r~ Z trrutertLa: r. = riuu s> su < ~ mg[~ana i ~~ >3a < ~ sct mglL ' F_ftluent~EL = BQDS< Sfl mg/Land TSS <30 mg/L SST Name (Please Print} Signattue: CST Number David .1. Sleet 248956 4ddress Steet3oit ~~ , DateEvalu~ion Gondueted Telephone Number 1564 CR GG, New Richmond, WI 017 9/18/2002 715-246-5085 Propettir Oumer Sienna t,;,orporatio I-J Boring # _ ~~ Pit T l7 g 1"Ayr3]'~ 2 9-22 7.5yr4t4 3 22-96 7.5~4l6 parcel ID # pending Page 2 of 3 Ground. Surface elev. ~.~ ft. Depth to limitingfactor 96 in. ~ Application Rate Redox Deseriptrerr Fexture Stnieture Eensistenee Banndary Roots GPD/ft' *Efif#1 *Eff#2 none s7 Zms6k mfr gw if- .5 .8 noire st- 2msbk mfr cs 2f .4 .ti one res osg rxrl F?a na n .7 1.2 ~ .03 ~ o . 3 s. << °t I Boring # * €ffluent #1=BDD s> 30 <_22t1 mglL and TSS >30 < 150 mgGL * Effluent #2 = BADS a 3l) m9lL and TSS <30 rttg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or .Boring # Boring ~~jj Pit Ground SoFfaee eleµ ft l2epth to limiting f iti .Sal Application Rate Ffiorizon Depth Dominant Coror fZedox Description Texture Sftucfure Consistence Boundary Roots GPD/ftZ *Eff#1 *Eff#2 Page 3 of 3 STEEL'S SOIL SERVICE David J. Steel 1564 Cty Rd GG CST-POWTSM Sienna Corporation New Richmond, WI 54017 Lic. # 248956 SE1/4,Nw1/4,S 2o,T29,R19w (715) 246-6200 Town of Hudson, St. Croix Co. (715) 246-5085 The Glen lot # 77 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot lines were not nc+al~liahn[l s4 thn Iimn t{~n coil 4ncfur.~an~d»r+nd /~ ~~y~nD i `= ya ~ oo~ ~„~G,,,~ur/~ f~ /~ r6pa~yZ~~~~ ~-~.~ a ~ r3o~,~ys ~r~,h`I ~'~i/uFicwS ~/=`t7G~~ /33= ~f5.3o~'~ ~~~~d 9 ,~o ~ ~ t I _ i 1 `, a _ / ~ i `,~ n • / a • p, \• • r _.. \ r 1 1 ~ ~ Il 1 r r ~ o~a.J7 ,' p+~, , ' p: ~~ ,~ 1 ~ ~ _. , _ , I,. w 1 1 1 s,, 60,E _ r `. . ,. "~ .. / , _ ~F4 ' .~ it6 ~ ~ ' 1 1 x :.. •. - - *~~- _ , •--- ,. - .. ` ~ J 1 I / ~/ . i~ 1 i ^6 _ ///1 _ _ _ .. .. .. _ ,, • \ 1 - 1 ;',~ 66\~. '\ '; ;,. .' 'i ~~, • te'a' `i~-: -r•'. __ "1 `1' t'S.~r ~ 1 -"° _._~.. ' ,~ .• ~. 'a ~ t~ ~\: _ •'a\`~.~ 4 1 ~ 41 f '• ~~ as ~ /`' - 1 ,. - •. . .. - a _ _ ,. GG , as \- xlr "~ '~': .Jr ~` a - - /r' 1 ``•tr( \~` • \ \~~_ ~\ ~ _. __. ... ;s ~. 1 • ~~ 1 . . r,~ ~~ ~ ~. \ - ... 7 i . a.. __ ..- - .- .a \ •\ .. _ -_. .. -35 - - -- ,, . -- , ,.,, t, . ; - -~ ,~ .• \ ,- --____- --` ~'~ _...- ,,-tea ` ~. ~ \ ~7 • { 69" _, .._ . '~ ,/, _ ~ 1 _,. ; . ,. - ~_..... ~ ~ - ~' .' ~~ • . '~' < \ -~,\ I i ~ . .\\ ~. r 243 '~ - 138. / _ ~/~. ;. ;1,; ~--'`-'~''T. / ryg7 !, r i... 1 i ' 1 _ ~ ~ a`-~a a as a.. ~:I r ~.,..1 - .---v:. .; , ... ,.~. * ~/ .. ~~ : 1 i ~1 .• 1/ 111111 1~ ' t. \ ~ `. , .. _ <f. • ~ - t .1 1 1.'', \~ / f ~ ~r 1,' a, f ~ tip ~ )'•1 l~ _" I i • \ / .- A~~ ~~~ \ :~ I fI1 i ~~/ ~1t f i'. a'`' `/l 1 1 1\1 .I! 11~ ~f~ ....~- _ns. r7. \ M \ + f, ll" .1 /i~! 7111 '`a\1\a• t'I, IIi'li *A i If 1 \ \ 1 `, 1 i ;'('..,j .~ -• .Z9L...- 1 ~?6; ~ `a•; w~,~ ~ 111"i~:• ~ ~ \ _ - ~a \ •,~ •l 11 ... :,-- - ~ 1 ., \ . g a ` -~ry 1 ak.. ~4 , i f ,_ as 1 :. /. 1 \ ~ I' 4 ~ ~ , ' ,. 1 ' _. ,, I 1 1 r 4 1 i f, (+ ~ r :i. ' I i1I .-... i..N '. 1 ~~'r rI iI I1 ` 11 /~' '~11 r I~ b _ _ f, ~. .., .... . f0 i I 2f ~ \ 4 / / Ye 'I r t I i I i i ~ 5 ~.. 6 J f i I :.n _ r I I. 1 V-" 1 i 1 ~ ' \'~ 1 111 I _ ~ ~ \a, ~, . ~~~-___.___ ~ ---- / i~ ~ ~' .. .. .-- - - f _~_ • ~- ~ 1; I I I1~ ~ ,a ; 11 ''p I ~ ~ I Ij~ I I f 1 I ~ L. Private Onslte Wastewater Treatment System Management Plan Septic Tank ~4nd Gravity In-Ground Soil Absorption Component Pursuant to Comm 83.34 Wls, Adm. Code each Private Onsite Wastewater Treatment System (POWYS) shall indude information and procedures for maintaining the system within the parameters of Comm B3 and 64, and the conditions of approval by the department, agent, or govemmentai unit. The approved plans and permits for system are on file at the county zoning or heaith department. This management plan complies with Comm 83.84, Wis. Adm. Coda, and the tn-Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBfl- Table 1: Svatem Design 8oeaifiaatlons San Permit Number 2.~ Number of Bedroom: 3 Qesl n Flow -Peak d S d Estimated Flow -Ave d Se tic Tank Ca aci al I Soil Abso Lion Com anent Slze ft Z T of Wastawatar Do estlc Table 2: Soii Absorption Component -Limits of Rsiiabie Operation Se tic Ta omponent Soil Ab n Com onent Des n Flow -Peek S'D dP . Z ct~ r~ Maximum influent Particle Size n 118 Maximum BAD 220 Maximum TSS L) 150 Table 3: Maintenance Schedule S tic Tank ins ct and/or service once eve 3 ears {7utlet FIlter Ins act once a ear and clean at least once eve 3 ears Soil Abso tior, Com anent Ins ct once eve 3 ears The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Scats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis, Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, grease lnterc~ptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic and outlet filter shall be assessed at feast once every 3 years by inspection, The octet filter shalt be cleaned as necessary to ensure p%, per oc~at~'on. The filter car#rldge shoo no be removed unless provis ons are e retain solids in the tank that may slough off the filter when removed from its enclosure. if the ~~-c. Management Plant for a Septic TS^k ar.a S4i: Absorption CQmpa~ertt (titer l8 equipped wlti~ an alarm. the filter she#I be serv#~d ii the Alarm is aCtlve~ted continuously. intermttttent f4itrr alarmat nuiyr indicate surge (fovea or ors impendirt~ continuous alarm. The aeptio tank etlati 4~tvs its oonten~ romowd when the volume of scum and siud~e in the tank exceeds 'it3 the ifqutd vofurtce of the tank tf the oontsnb of the tank are not removed st the time of to sssessmerit, mtlrt~trtance penOririal ehtii aidviae the owner o! when the next senr#ce needs to ba perionned to matntatn less thtn maximum scorn and sludge aoaNnutation in the tank. Manhole riven, access risers and ooaers st~ouid be inspected br water tl~htnoss and 8oundnltea. Acoess openln~s used for service and assessment ihsii be seaMd wtertipht upon the completion o!" eervipR. Any opening deemed unsound, detective, ar sub}e~Ct to ttit~ure must be replaced. , ~xpoeed access openin~e greater than 8-irtohes M diameter shall be secured by an et~ec~ve lo~rfq device to prevent socldentai or unauthori,:ed entry into the tank. No one should enEer a se~-Hc or oti-ar trwbnent or haatdMq tanlt Iron ~tny mason whhar! !ie/n~ !~ !roll oo~npllnnae wl~h GtBf~IA s#sndtrrds f or a~erltilQ : +eorNlel~al spssae. The ~hno+~phtn wldi~n tf~e aeptlla ar other troltb'l~Ma otiz hol~nQ lank Wray etelt~Rtn ~ithat Rate and nuroue of e partrotr ~ lfi~1 lnlttlar of the ta,~ mry ba d~utt or Itnpo~tlbli~. Tank abandorsment ahal! be In acoordanos wtth Comm x3,33, Wis. Adm. Code when they tank. is r1a br-Qer used as a POWTB component, The soil absorption component serving thls structure is designed to aocept domesGa wastewater from a reetdent3ai fsclftty. The tinlite of operation oi` thkt oomportent are Shawn fin Table 2. The longevity of a so#! absorption oornpanent depends greedy an proper and tims-!y rttain#snance, and system use within or betow the limits ai refiabfe operation, C3aad water ~nseNat~'t phf~otiCes by ail oooupant:and the insta~atlon o! water conserving plumbing t9xtures are key factors to extending the ueefut Itfe of this component. The soft abaorptlon caR-ponenri operation must !~ assepsed by fnspe:rtlan at Mast Once every three years. The inapec~ton shaft lnatude ncordtng the ~eveis of pondtng, if any, ~n ~e obaer~ItdOn RiPK, trtd t visual tnepeCtlon for any evidence of surface seepage or d:acher~e from the c~omponenc tan steeply sioptng sitee~ areas of erwsion should by ldentifled and reported to the or~mar toc repair. The surface discharge of dornssttia weetewater or sewage from the ay:tern h prohibited and oonsidend a twrrtsn health hasard. Trek around or over the soil absorption component ahoufd be a~vafded parttcufarly during wtrtter rnonthe, The compaction or removal at snow coves over the component nay lead to hydrautic ttflure by troetls~g, Thle type of taifure u usually temporary. but is dtMicult or impossible to repair until weather candttfons improve. to general, soil. compaction Deer this cornpcment wilt nduca dtfruston of oxY~ Into the soil end dispersal Der#, wt~iah may }eed to more intense end emriler, organic clogging of the acts, T Manepement Plan for a 9~eptic Tank and sail Absorption Component PuntJn~s o! deep"raoced tress and sJuubt dlreCtly awr of within ten feet of the component at-cuid be avoided aJnce root intnnian into the camponant may obstruct wastewater fioyv. Carttingenoy Pier in the awimt of system teilun, a new ayawm could be insaNld in an aiten~ate area. With the inatailatlvn of a dJverter valve, the exJstinq system could also be reused alter a period of three to lour yeah. It ss the property own~t~ reapansibiJity to malntatn the aitemate area tree from any pJantinQ al tna, shrubs, etc. in case olfailure of the ariQJnai system, the alterr~ata area wIJJ be M+edad. N any trees, ahnrbs, etc. -,ave been planted on the aitemate arer, they wlJl ha+n to be nmawd at prop.rty nwn»rs exp«~aa. J# a{temah area is destroyed, there are other eltematiw ryatems met an be used, in which, Qould remelt in adder to the property owner, Arty bnk abandonment shall be dons in acxardanoe wkth Wlac. Codi* 83.x,3. Any questions rr~lydlnS th}a code, please conted your laoaJ JorlJrtB Office or eanad the iratalllnp plumber. ,~csns~ty~ '~,~~ ice. ~'1 iS ~.~$ ~, - ~ ~~ ~ ~~wc~n q•.k+..,a„ ~ l r~,en b t evc~ (7 t S~ 3 ~ t~ ^ 3 l ~ l SEP-19-2002 1'l ~ .S1 51 tNiVH I,UKI-' ~x oar r r~o r . rx rrrJl'1 ~cnufllnkcl' r lufnY~lr"iy FPi~ rJp. rl~:~Bo3121 Sep. 17 ~09Z O~t:08Ff'1 F1 S'f CItOIX COUNTY SEPTIC 7AI~'K MAINTENANCE AGREE!~LT"!' AND OWNERSHIP CERTIFICATION FORM Owner/Euytr ~ r'e,v~~ ~~ o~ P~~-o,J Meiling Address 4a~n v~ktt~ ~ e . ~ ~ ~ 8 /t~l.,~~ve v~/ ~ m~V s's ~3.s' Property Address Ciry/State LEG~I. D,~r~CRfPT. Ul~l Parcel Identification Number Property Location -sue '/., .lJ~c,l ~/.. Sec. ~~ . T °~ N-R ~ 9 W, Town of ~'~ Subdivision ~ ~ ..v , Irot # ?~ Certified Survey Map # '-- ,Volume __ ~~a8e W><rraaty Deod t~ (Q,(~. (~, ~~ .Volume 1 ~~ ~ ,Page # _ ~ t 3 Spec lzottse ^ y~ j~no l.ot lines identifiable,~yes O no SYSTEM MALNTENANCE Impropu use and maiotestance of your septic systcm could result is ict premature failure W handle w:etra. Proper maintenance consisn of psnapiag out the :sprit tank every thasc years or sooner, if areded by a licensed pumper. What you put into the syctera utt atYeet the function of the septic tank a, a treatatent sta8e its the waste disposal system. The propt:ry owner agrees to ct:>;nut to St. Croix zoning Departwesrt a t:utit'seacoo form, signed by the owner and by a master plutabu, jouraeynunpltrmbex, maflrirteSplumberor ^ liccntedput:rQex vet'ifyistg that (1) the on•siu wastewaterdisposal systrna is is proper opatatiag condition and/or (2) after inspection and pumping (if necessary), the septic tatilc is less than 1/3 full of sludgy. Uvo, the undersigned have read the about requiretuatus sad sgree to snsintain thre private sevragc disposal system with the ttastdards sec forth. herein, a set by the 1)Cpartaresst of Cotnmcrce and thr Depattmcnc of Nattsal Tteiotuoes, State of Witconsir~ Certification stating that your 'c system hsa been rnaiataiaed must be casapletnd and returned to tiro St. Croix Coonry Zoning Office within 3Q da of th,e~tree ear ezpintioa date. ~ /' - S1f3NATiJRP 0 ICANT DATE O'W2~IER CET~x'IFIt1ATI0~1 1 (we) cud that x11 eratetnetus oa thu form are true to the best of my (our) knowledge. I (we) am (are) trtc owaet(s) o£ \ the pr stn d above, by virruc of a warnnty deod recorded in btegister of Aeedt Office. }~ e G~c~ Y~ S.,c,~~/r,L ~a~. ,..2r / SIGNATURE OF pL1CANT DA'I'S ,,,,~~, rmit 6ein rt:voked b the Zoning Aepattrnent. "'••• Any inforntntion that ie misrrcpreseared snay result in rho saaitety pe g Y " Include veldt tLia applieatlon: a stamped wasianty deed 8om the RtQister o!' Deeds office a copy of the certified survey map if reftnence is made in the urattattry deed (Verification require fsosn P; Departrneat fur new coaatruction) TOTAL P.02 STATE BAR OF WISCONSIN FORM 1 1996 666080 WARR~^Aj~N]TY DEED Y.ATHLEEN H. WALSH 'oocoment Numoer V~'. ~ I i~~PAGC 613 REGISTEF OF DEEDS T. CROIX CO., WI kECEIVED F11F kECOkD This Deed, made belwcen _ Bane Corporation=_ a Minnesota c~oration -"-- 12-21-2001 3:10 PM ---- - - - ---_...-- -- ---- ------ ------"-- --_~-. OAkkAHTY DEED '- _, Grantor, 'i EXEMPT N 'and^Sienna or _ - - CEki COPY FEE: ~__p.Qratio_n~a-_~?~esota cora~o~~iRII____-_ COPY FEE: ----- ------------ _._ TRAHSFEk FEE: 9863.40 RECORDING FEE: 17.00 _ ------ - -------- PAGES: 4 ~._ -- --_-- ----- -. Grantee. Grantor; for a valuable consideration, conveys to Grantee the following ' described real estate in St. CroiX - ~ -County. State of Wisconsin .. (the 'Property"): I-iE; eidina ~:«~a See Attached Exhibit A '' Name end Rewrn Address (1 ni~kr~z.t t.~ }-i~ S'7~ 5 me ~i ~r i ~. ~i.~i i~., ~~J,(~~~ _ O 20-1048-30-000 Parcel Identificaiipn Number (PIN) .This is ROt Itoinestead property (is) (is not) 20-1048-60-000 20-1048-90-000 20-1049-90-000 20-1050-00-000 20-1050-80-000 20-1052-20-000 20-1052-70-000 Together with all appurtenant rights. tide and interests. Glamor warrants that the title to the Property is good. Indefeasible in fee simple and free and clear of encumbrances except See Attached Exhibit B. Dated this _ 20th __ day of December Bane rporation (SEAL) by ~ / Joh M. Nassef Its C ief Executive Offic (SEAL) AUTHENTICATION Signautreis) authenticated this _____-_ day of .____, TITLE: MEMBER STA"CE BAR OF WISCONSIN Of not _ authorired by §706.06. Wls. Stats.) I HIS 1NSTRUML=NT WAS DNAFTED l3V Lockri.dge Grindal Law Firm --- --11.10.._La as h.i.uti~tun___,Av~ uu e--So u tl~- - Minneapolis, MN 55401 (Signatures may he authenticated or acknowledged. Both are not necessary.) 2001 ACKNOWLEDGMENT (SEAL) (SEAL) Minnesota State ofi''dts'tUTrsfrt- 55. ~' -~~' ~ County. Personally came before me this ~`t ~ day of '. December _ 2001 ,the above named John M. Nasseff, Chief Executive Officer _of Bane Corporation, a Minnesota corporation - - ~_ to me known to be//t~ifte pets ?'~ ~ who executed the foregoing instrument and agknr~wY g tt}e'same. `` ~ ~, a' HARRY E CiALLAHER -~; ~ - "'1 rncaueassloreo~trt~sta[.mos - ~ ! ~- Notary-public. State of Wisconsin ~~-f~(y commission is permanent. (If not, start expiration date' Janua~31 ___ ___-,2005 ) ' Names of persons signing -n any :opacity inustbe typed or primed below their signature WARRANTY DEEU STATE 8AR OF WISCONSIN Wrsconsn Legal Blank Co.. inc. FORM No. I - 1998 Mdwaukea. wis. ~~, - ~ Y~,.1797PpGE s~ (~ File No: 85.04900 EXHIBIT "A" A parcel of land in the Northeast Quarter of the Northwest Quarter, in the Northwest Quarter of the Northeast Quarter, in the Southeast Quarter of the Northwest Quarter, in the Southwest Quarter of the Northeast Quarter, in the Northeast Quarter of the Southwest Quarter, in the Northwest Quarter of the Southeast Quarter, in the Southeast Quarter of the Southwest Quarter and in the Southwest Quarter of the Southeast Quarter, all in Section 20, Township 29 North, Range 19 West, Town of Hudson, St. Croix County, Wisconsin, more fully described as follows: Commencing at the West Quarter Corner of said Section 20; thence North B9 degrees 25 minutes 02 seconds East, assumed bearing along the East-West Quarter line, a distance of 1319.52 feet to the point of beginning also being the southwest corner of the Southeast Quarter of the Northwest Quarter; thence North 00 degrees 36 minutes 14 seconds west, along the west line of Said Southeast Quarter of the Northwest Quarter and Northeast Quarter of the Northwest Quarter, a distance o' 1325.15 feet to the southerly right-of•way line of the Chicago•NOrthwestern Railroad; thence North 79 degrees 56 minutes 29 seconds East, along said southerly right-of-way, a distance of 451.00 feet; thence northeasterly a distance of 807.03 feet, along said southerly right-of-way, along a tangential curve, concave to the northwest, having a central angle of 09 degrees 54 minutes 03 seconds and a radius of 4670.25 feet; thence North 70 degrees 02 minutes 26 seconds East, along said southerly right-of way, a distance of 429.04 feet; thence northeasterly a distance of 445.52 feet, along said southerly right-of-way, along a tangential curve, concave to the southeast, having a central angle of 14 degrees 30 minutes 21 seconds and a radius of 1759.75 feet; thence North 84 degrees 32 minutes 47 seconds East, along said southerly right-of-way, a distance of 7.57 feet to the west line of Certified Survey Map in Volume 12, Page 3302; thence South, along said west line, a distance of 703.32 feet to the south line of said Certified Survey Map in Volume 12, Page 3302; thence East, along said south line, a distance of 593.00 feet to the east line of the Southwest Quarter of the Northeast Quarter; thence South 00 degrees 26 minutes 06 seconds East, along said east line, a distance of 1127.21 feet to the southeast corner of said southwest Quarter of the Northeast Quarter; thence South 00 degrees 26 minutes 55 seconds East, along the east line of said Northwest Quarter of the Southeast Quarter, a distance of 191.71 feet to the north line of Certified Survey Map in Volume 15, Page 4172; thence South 89 degrees 37 minutes 27 seconds west, along the north lines of Certified Survey Map in Volume 15, Page 4172, and Certified Survey Map in volume 15, Page 4173, a distance of 1113.42 feet to the west line of Certified Survey Map in Volume 15, Page 4173; thence South 32 degrees 43 minutes 57 seconds East, along said west line and its southerly extension, a distance of 591.64 feet; thence South 07 degrees 13 minutes 18 seconds East a distance of 323.01 feet; thence South 08 degrees 41 minutes 11 seconds Easc a distance of 413.63 feet; thence South 08 degrees 43 minutes 31 seconds East a distance of 229.88 feet to the north line of Certified Survey Map in Volume 11, page 3128; thence North 89 degrees 52 minutes 10 seconds West, along the north lines of Certified Survey Map in Volume 11, Page 3128 and of Certified Survey Map in Volume 12, Page 3292, a distance of 682.86 feet to the northwest corner of Certified Survey Map in ~n~.1 ?97PA~f 615 Volume 12, Page 3292; thence North O1 degree 24 minutes 30 seconds East, along the northerly extension of the west line of Certified Survey Map in Volume 12, Page 3292, a distance of 5.66 feet to the easterly extension of the north line of parcel recorded in Volume 1390, Page 163; then South 89 degrees 30 minutes 27 seconds West, along the easterly extension and the north line of parcel recorded in Volume 1390, Paqe 163 and the north line of Certified Survey Map in Volume 3, Page 776, a distance of 508.92 feet; thence North 00 degrees 07 minutes 56 seconds East a distance of 1003.47 feet; thence North 89 degrees 54 minutes 15 seconds West a distance of 270.16 feet to the west line of Certified Survey Map in Volume 5, Page 1317; thence South 00 degrees 27 minutes S3 seconds East, along said west line, a distance of 193.97 feet; thence South 89 degrees 16 minutes 33 seconds West, a distance of 533.93 feet to the west line of the Northeast Quarter of the Southwest Quarter; thence North 00 degrees 36 minutes 14 seconds west, along said west line, a distance of 820.23 feet to the point of beginning, • • ~ ~~,~ 179`r~A~ti ~~16 Exhibit B to Warranty Deed dated December 20, 2001 by and between Bane Corporation ("Grantor") and Sienna Corporation ("Grantee") 1. Building and zoning laws, ordinances, State and Federal regulations; 2. Restrictions relating to the use or improvement of the premises without effective forfeiture provision; 3. Reservation of any minerals or mineral rights to the State of Wisconsin; 4. Utility, drainage and roadway easements which do not interfere with Buyer's proposed development of the property; 5. Encroachment of Qwest Communications, Inc. fiber optic cable along the northerly property line; 6. Agreement between Bane Corporation and John and Pearl Gies dated August 22, 1997 to exchange property following final determination of the location for Carmichael Road; and 7, Ameritech Genera] Non-Exclusive Easement Agreement by and between Bane Corporation and Wisconsin Bell Telephone Company a/k/a Ameritech Wisconsin dated December 10, 2001. 12J'11i02 ~iED 13:31 FA% 715 386 4688 ST CR% CO ZONING p, 01004 "4{:~ - •-.~.•~.: + •! i'1n - ily'. ~ 1 i J ~.''I JF~ry. r J+ '' t +~ r +,+ ~ t 417• r ~I t ' ••y1~r- ~' J::. .. • ~ .1 1 J J~ •.~. .. r.. :.~-••+ 3'\\', a'; Ily`iy ~yl •I~If+ .r I •1+ ~ ly 1 y,~ la• 'IyV 1~• ~J+ ~t • I •{J1"' • ~nfi• r, • 1~1•f h` ti~'' il!il l~'1'y\+ a~\ t11+ ^+~' ~,Y' -+ 1 I rl 1 r Yti., \ '~, • ,•I 1131', a •\y '+~+r ,'~- •, r f ,\ I y '\ \ I r 11 11 1 1 •11 1 ~ ~ /yll r~~ rl 3'11 •, a~'+-' r , : , 5 ~ I t , •~ l r ~+ •, • -'~ y 4~ •, • ~;`Sr ... 1 : .. 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