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020-1049-90-300
n_, t o, st,t: ['~: nn ~ CouritY 0. Box 7162 , i' Washington Aue 20I w ~! 1X . . . ~ ` ~ ' I Madison, WT 53747 - 7162 I rscoris~n (648) 266-3151 Sanitary Petmit Number (to be filled in by Co.) ~Zo s~~ Department of Commerce ____ State Plan I.D. tyu bur Sanitary Permit Application , / ~`q personal information you provide Code Wis Adm 53 21 h C i d x 11 ~ [ , . . , , w omm t In accor may be used for secondary purposes Privacy Law, s15.04(1)(m) addrt'ss) t than mail ing en r Project Addres (if diffe I. Application Information -Please Print All Information ~ E ~ ~ ~ U,~ ~ / J ~ - ~, ~ < ~ / ~ ~G~~~ T Property Owner's Na me P rcel~, (bC~ of Block ~ I 2 ! ~ ~>> ~~~_? ~ i 2oc~ S'~ e,~r,.,,~+- ~ a Y ~ ~- 3 ? i ' Property Owner's M ailing Address ' %i l;;t;IX~: UUty' i'*,' < ' • / ~ON ! / A ) operry Locat on ~ ~ / Z B ~ ~ ~ O - ~! ~ p Lt Q ~~ ~~ ~/ ~~ ~ z ItV~ OFFIC / ~ t,~~ (~/ tk,Section ~ ,Zip Code I City, State one Number Ph tS.~ ~'`..~,~ c 7 S o7 -~.~ oaf ,r N; R~E ole w ~ ~ - Building (check all that apply} II. Type CSlvi Number N `/ ~~ ~~ t or 2 Family Dwelling -Number of Bedrooms ~~ ^___. l -Describe L'se i l ^` ame !Subdivision _ ,( .~ ~ ~ / ~ +L'-'~'L=-- `} a Commerc Public ee (~Vil:age ^Towrship of ~eS6'~ ^Caty ^State Owned -Describe Use _ _ III. Type of Permit; (Check only one box on line A. Complete line B if applicable) j '~' New System ^ Replacement System ^ TreatmendHolding Tank Replacement Only ' ^ Other Modification to Existing System ~ ~ B. ^ Permit Renewal ermit Revision ^ Charge of __~_ List Previous Permit Number and Uate lssued ^ Fermit Transfer to New Before Expiration i Plumber ~ Owner I J IV. T of POWTS S stem: (Check all that a 1 } le Pass Sand Filter ~'~ Sin d G ^ A g ra e t- ~i Non -Pressurized In-Ground ~.' Aiound > 24 in, of suiuble soi! ^ biaund < 24 in. of suitable soil ~ U Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment L'nit ^ Recirculating Sand ];filter i j ^ Recirculating Synthetic Media Filter Leaching Chamber ^ Drip Line ^ Gravel-less Pipe ^ Ott[er {explain) ; Y. Dis rsaliTreatment Area Information: G n ~~ r S e m Elevation" Flow (gpd) Design Soil App!lcation Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sfl Syst ~1}eslg n / y / ' ~ _- Site Steel I Fiber' Plastic ~efab i VI. Tank Info Capacity in Total Number !vianufacturer ~ /~/~ Concrete Constructed ~ Glass Gallons ~ Gallons of Units „ ( ' (JV ~~ New Existing W ems" ~ ~ ~ i ' ` i Tanks Tanks ~ Septic or Holding Tank ~ I aerobic Treatnten[ Unit Dosing Chamber ~~ ~" ',~,+~ __ I ._,._~ 1hP undersigned, assume responsibility far ' llatian of the 1?OWT6 shown on the attached plans. ~~~ onsibility Statement- I I VII Res , . p i P PRS Number 13usiaess Phone Number I Pl~ umber s Na me (PrirtQ Plumber's Si gnature t7 ~s ~ - ,_._ a i ,~ s ~ ~ i Plumbzr's Addre ss (Street, City, State, Zip Cade) mac.. /~ ~+ VIII. Count /De artment Use Oril ~ Sanitary Permit Fe (includes Groundwater Date Issued ssuing A nt Signa ( o Stamps) 0'v Approved ^ Disapproved 5 - F ~ T ec) urchar a 2 ~ ~ !L ^ Owner Given Ronson for Denial g Sv~_ ro val s for Disap p IX. Conditions of Approval/Reason ® ~ ~ " e .. ~~' 2~ I ~~,~, ~ ~ ~ / I ~/ ~ ~~~ / "lg~~ T Attach complete plans ito the Cotm[} only} for the system an paper not less than 8112 x 11 inches in size SBD-639$ (R. tll~a3~ cC cC~~ .,,n i ~ - ~ .. T .- . .... , o., r r y, ..._..._. J4~.1` ..('L~fL~. S t ~ rL7~i~,c._. .FZ ~1\:: `1~' ~' t~ :~ ^.~ir' .~iD`'~ii 1.411.1+~i~1;7 t a ~ t' lr ~ t, .. J ~, t:. 1 ~ ti ~'- CI VENT PIPE :i 2 " MIN . ABOVE GF~A.OE ~ ~(EAYHERPROO~ > 25 ~ FROM DOOR, w'INDOW GR JUNCTION BOX APPRO`,IED f RES~i AIR INTAKE - - ~ WITH CONDSJIT MANHOLE CfJVER WJ PADLOCK 8 FII3ISHED GRADE ~„ CI RISER t ~'- -`~1ARNING 1.ABk~S.; ;.8'" ~ iN. fi" MAX. ! ~ f ~ ~~9t ~~ _,-...,-._~...~i- ~ ~ INLET ~,/' ~ ~_~ ' , , // t ' W/~,TER I'IGi~T SEALS ~ ! GA,S- , `i '~'~ T::GH? ~ ~ r~^ 'i ~ VAPPROVED A SEP.L ~ i 1OYF~1'5 WTT;i aPPROVED f j-'-~-' ~ ~ ~ALM APPROVED PIPE 'IPE 9' i ~ ON 3' {fNTL ~N30 5~1LTD I ~ SOLID SGi! COI L C ' PUMP 4FF EI.I:t' . FT . --~- -~^O~r r ~ '~~ RI5£R. EXI D PERMITTED OrJL~ IF TANK r1ANUFAC~°URER ~iAS APPRC~t'l,L ~" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATGNS SEPT'ZC 1 DOSE TP.NK MANI3FACTURER: f,,,l~,g.e,r r'U~!BER DGSES PER T)A~': . TAItiR SIZES: SEPTIC /~5'd GAL. DOSE VOLUME INCLUDING ~.___.r_. D4SE g GAL. FLOWBACK: i'.~ ~/ GAL. A i~ARM MANUFACTURER : _ ~.,~ Ue•I a.~-r~ MOAEI, ?JUMT3ER: ,U~ SWITCH TYPE : yr~e,-,~- PUMP MANUFAGTGtRER : .~~,..~~~~;/-s"~ ..._ MODEL NUMBER : ~" ~ SWITCH TYPE : ~ tom- ~~- ___._ REC~UIRED DISCHARGE RATE ~~' GPM CAPACITIES: A = ,~~ ZNC~iES = ~_GAL. B - ~ INCHES ~~.GAL. C = ,~~ _ INCHES - t(8 ~ AL. D = ~ INCHES - ~ ~GA:.. PUMP ~ ALARM W,RI.NG A5 PER iLHR 15.25' WAC JERTTC.~L DIFFERENCE B£T4~1£EN PUMP OFF AND DIS:RZ~SU;ION PIPE I~ FEET + MINI NETWORK SUPPLY PRESSURE . . FEET + FEET FORCEMAIN X 260 Fir 100 FT. FRICTION FACTOR /`S ? FEET ._. r~ 2 N~ T.OTAE DYtJAMZC ?-iEAD = ~,,;,,,3~_„_FEiT iP1TERNAL DI:~2E~!SIOILS OF PUMP TANK: ' E~"GT:~ --_-~ ; tn'IDTH ~---'- FiIAME~'ER '°~" I~IC~L"ID t~~ ~~ •, ~ f~.l~,~-may !' ,,._~ SIG1rED: ~~~.~-~~~-~,:~C--~'= ~ LICENSE NUMBER: ~~ 9Qp' _. DA'Z'E: .~i~~ z I!~~ ~-~~~ ~~- \~ ~~ f~ APPI,I~lTlgfitS Specifically designed for the foNowit~g uses: • Efilusnt s~st®ms . • Homes • Farms Heavy duty sump •'il~at81 tdSS7sf8r • Dawaterlnp Sl'SC1FtGATIOI!!S it f~m~6 E~~ • Saris handlinfl capability: ~/<` maximum. • Capacities: up to 55 GPM. • Tots! heads: c.°p to 24 feat. • Discharge size: l'/~" NPT, • Mechanical seal: sarbon- rotarylceramic-stationary; BUNA-N elastomers. • Temperature: 104°F (40°C} Contl,'lu0lts 140°F (60°!-; intermittent. • Fasteners: 30fl series Stainless Steel. • Capable of running dry without damar~e co Camp{lnentS. Ptf111p: EP05 • Sofids t~rtdling capability: ~/~"maximum. • 'C'~a,~pa/t~'dies:Qttp to 5+0~ 6jP~.M. • I ~3~ he~G. ~~ to t7~ IOGf. • • DisChar~ slxe:l ~i~" NPT. • Mechank~ai seal: carban- roffiryiceramic-static nary, BUNA-N etastomers. • 104~(4~0°G} COr9t3rtiJAtlS 140°F (60°C} Intermittent. 1 ~!"i G1oUldc Pnns~s, k~. • Fasteners: 300 series stainless steal. • Capable of running dry without damage to componenfis. Motor: • EP04 S#ngfe ptease: 0.4 HP, 115 or 2.30 V, 6p Ha, 1550 RPM, built In overload with autamatic reset. • EP05 Single phase: 0.5 HP, 115 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • Power card: l0 foot standard length,16/3 5,lTO with three prong grounding plug. Optional 20 foot iength,l$/3 S37'W tivith three prong grounding plug ;standard on EPgS). ~u~ns ~~' ia~ 9 ~' 30 ~ 7 r ~ z ~ a 2a 5 0 15 J 4 3 tG i~Ul.~iU~ ~ubm~~s~~i~ Effluent Pump 3871 EP05 ®O • Fatly submerged in high grade ~urbine o!t for iubricatlan and efficient heat transfer. Available tar astamatk and menus! aperetioa. AuMmatlc models Include Mechanical Float Switch asrernbisd and preset at the factory. FEATURE8 ^ F.PQ4 Impeller: Thermo- plastic Semi-open design with pump out vanes for mechanical seal protection. ^ gag5 Impeller. Thermo- plastic enclosed design far Improved perfarnk't!'lCe. ~ Csslag and Sass: Hugged thermoplastic design provides superior strength ar~d corrosion. resistance. m Motor Noesfrtp: Cast iron for e:`fidenf heat transfer, strength, ahd durabfldtty. ^ Motor Cover. Thermapias- tic arver with integral handle and float sw~Ch attachment poirds. ^ POW81' f+abls: Severe duty rated oil and water resis~nt ^ Beartn~cc Upper and Icwer heavy duty bat! gearing construction. A~~gCY LISTiN~ ~~ e:a~~ elandanls R~sociatl~ (GSAlis~d model numbers er~d in °F" ar "AC".) + t ' ~' :~---;- ~; i ~ ~ ~~ E ~ ' r~ ~ ~ ~ r i , I -~ '~''`~ ^ f P I i ~a Za 3c ao eo ~pM a 4 GG 8 10 12 rn3At 41. FstEvs lwlav. 1995 D l U a b h \ ~ ~~ ~ ~ a ry n ~~ J -o ~ r ~.~ ~. ~ . `~ ~ ~ r V ~, , 3 ,~ 9 ~~ `. ~' [~. tl --~ t ^Y V - s ~~~~ .~ ~ O i I ~` .!f vl Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM SafQtj~ad Building Division ;~ , t INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal information you provide may he used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. f Permit Holder's Name: City Village X Township Sienna Cor Hudson Townshi CST BM Elev: Insp. BM Elev: BM Description. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic ~a~ Dosing ~ r ~~ a d V Aeration ~Q~-_ -_ - ~ _ Holding TANK SETBACK INFORMATION TANK TO ~ /a~ , W WELL ~af0 fi BLDG. Vent to Air Intake ROAD Septic ~ i ~~ ~ ~~ Dosing ~~/ Aeration Holding PUMP/SIPHON INFORMATION per , i b Fric ion L~j s ~ ~j ~ - ~ 1 I-orcemam ILe~~~ luia.~ „ SOIL ABSORPTION SYSTEM _ ~r rGV~~fr6~- Demand GP~M~j~ "7'~ TDH Ft I i e~ 6T I/`l y County: $t. CrOIX Sanitary Permit No: 420515 0 State Plan ID No: Parcel Tax No: za - c Q 20 - ~° ,u~c~ ap . Z 9. !9~ / YZ,/f STATION BS HI FS ELEV. Benc ark '2IP.l/~ ~'g ~`' lZ' AI MAI M 2•( R`1.~ Bldg. Sewer St/Ht Inlet ,~~(~~,'"\ ~~ D- g`Z - D ~ SUHt Outlet ~ / Dt Inlet / Dt Bottom (3.9" ~l3-"7 H /Man. ~ 7' `f 90.2 Dist. Pi ~~ ~ / Z 7. ~~ ~. G~O S Bot. System ~ $ , / Final Grade over ~/ 9 • ~ ~~ t~ ~/ G n .f'~ V'0 /D~. ~1 ~.~J ; b.v~ ..L~ , -- - ~ BED/TRENCH Width ~ Len th ~ No. Of TrgAches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ~ f / / ~ ~-- SETBACK INFORMATION SYSTEM TO P/L BLDG WEL T LAKE/STREAM LEACHING CHAMBER OR anuf er://~~ ~/ ~_,, L/ t 7 / ~~'1 ~ r ~~ Ty e Of System: ~ ~ ~~ ( ~ ~~ UNIT _ / odel Number: ~/ DISTRIBUTION SYSTEM Header/Mani~ Id ~N ,~ Distributio n ~ x Hole Size x Hole Spacing ~~ q h ~ ~ ~ ~ , Length~Dia Length ( Dia ~1a g ,~ SOIL COVER z Pressure Svstems Onlv zx Mound Or At-Grade Svstems Onlv DK al, Vent to Air Intake tt'tit (t.p~~ ~ per., l Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center /~ / ~'~,,, _( Bed/Trench Edges Topsoil - ~~, Yes ~~ ; No -- - !ij Yes L No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~~~`/ 0~~ Inspection #2: / / Location: 799 Martin A~vle Hudso(n~W~ 15/4016 (SE 1!4 NW 1/4 20 T29N R19W) NA Lot 3 '~ L ~ ~ Parcel No: 20. 9.19. 1.) Alt BM Description =~.`/J~.G 70~""L~~~~~~~~~~ ° ~ 3 G.,'f' .?~,~ ®~' l Jl~tteiV' 'I ~~-. r u''~'~ 2.) Bldg sewer length = IXX~,6Lt~-G~,~ ~~ r> f~Or-~ i ~ ~c~>~c/ (,{~pO,Q C ~t~'~~V ~ ~2%vm„7, -~'0 5~/S~ Pf, - amount of cover = $ i / ~ ~ ~, 7~ ~~ ~/, ft~~7}~ e~~_ -l-v'~ _ ' ~ t-21~1_SP~_ b 1 ~r'11 _ ___ -------, Plan revision Required? ~s ' ] No ~ ~ !~ ~ ~ t~~ I ~ i Use other side for additional information. ~~_ ~( _'~~ _, _- _ _ ~~, _ _ ~ ~~_ SBD-6710 (R.3/97) Date Insepctors Sig ature Cert. No. a V ~ -~' ~' ~ m ~~ .a 0 l- l a a D ~~ h ~ <. ~~ a ry ~3 ---~-~ b 3 ~~ l~. " l~ --)- N t ^Y V " ~~ .CS Safety and Buiidirtgs Division Cowtry , ' 201 W. Washington Ave., P.O. Box 7162 ~~ C~/O ~ !~ 1Wttlistm, WI 53707 - 7162 Si s I s ~S~ De artment of Commerce sanitary p ~ ~ ~• Sanitary Permit Application ~{~s ~s' /yt~~i~g ~ accord with Comm 83.21. Wis. Adm. Code, personal intormttion you provide ^ Check if Revision ma ~ used ~ a privac Law, s13. 1 m Stue p~ I.D. Number !knnlication Intorazstioa -Please Print All Information ~,_~._...~. q Si e ,r~.u cc_ Property Owner's Mailing Address 5 s ~ T ? N R 19 ~ ~ ~~ ; ~/ Q ~. ;;~/ ,l~Y $'Ct ~~'~`~lo d ~ d C ' N r.~t' Lot umber 3 Block Number e .._._s...__._... o tp City, State Z Subdivision Name CSM Number v. ti° S II. Type of Ba[ldfng (check ali that apply) c~ ~ar ~ ~ QCity Number of Bedrooms or 2 l?~ptily Dweuing - ^V Wage ^ p~/Commerciai -Describe lase o Naresr Rand ^ State Owned „/L f ~ ~ ~~~ ' GPXJ~S ~ ~ ~ r!o~ri i` c a k ~, . ~ S ~ 3 ~plete lice B if applicable} on lime A (numberlnR scheme for internal rue}. b ox III. Type of Permit: (Check only one For Co ttnty use Nea h' 1 ~ Z ^ Replacement System 3 ~ Replacenoeat ai 6 ^ pddirion to , S stem Tank Onl abe~a Permit Number Date ~~ B. ^ Chteck if sanitary Permit Proviously Issued IV. Type of Permit: (Check all that apply)(ntunbertng scheme is for internal use) ~ ~-I~ . ~ ~ Consmtsud Wetland 44 f Non -Pressurized LrGrovnd 21^ Monad 47 ^ Sand Irilxr S l ^ Drip Line ~ ^ p~~ ~.Gmu~ 41 ^ Holding Taaic 48 ^ Single Pass ' 30 ^ Other 46 ~ Aerobic Trwtnunt Uait 49 ^ ltecitcttla 43 ^ At-l3rade y, tment Area Iaforntatioa: percolation Race soem Elevation Final Grade D~ Flow (gp~ Dispersal Ara Dispersal Area Soil ~-pP~tioa Elevation ~ Rate((3als.lDayslS9.Ft.) (Min.Mch} Proposed R 933 yr ss 9s-. ~~ Ada ~s~ ~ ~ ~ ~~. Prefab Sito Steel -Fiber Plastic i to Total Tank Into Capes ~' ' VI Number Manufacturer Co>xsete Coasttncted Glass . [tsllens C}alions of Tanks or ,`es~~ (X ~. itity Statement" i, the ed, assume r riity for of the pOWTS shown on the attached Plumber's Signature RS Number Business Phone Number plttmber'a Name (Prior) ~ ~ ~ Scl a .~-sy~ r G~ plumber's Address (Street. City State, Zip Code) VIII. Count /De artmeiYt Use Onl Date Iswed lssuinY Agent Signature (,'~o Sanitary Permit Fee (includec Growrdwater ~, Approved ^ Disapproved SYtrcharge ^ owou t3iven lmtial pdvecse DetErminadoa IIC. Conditions of APp~'allReas°as for Disapproval ,~ ~ _ /~~ ~~ /tr~~~'~ . Attach aomn>ate t~•+ Qo the County only) for the s~ w Papa' oot las than 8Il3 s li mcha m sae Stamps) SBD-6398 (R. O5/Ol} ~ ~ i 4~' Wiscon"sin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings in accordance with Comm 85, W is. Adm. Code County Attach complete site plan on paper not less than 8~ x 11 inches in s¢e. Plan must St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north anew, and location and distance to neatest road. Parcel I.D. pending Please print aM information. By 1080 Page 1 of 3 Steel Soil Service Personal information you provide may be u for se,y~"°~txrt~c..15 04 (1) (m)). ~~i aPia.t~.. ~r~ l 0~2 Q /pZ ', Property Owner `m roperty Location r 'Sienna Corporation ~~ k~ ~ ~ ~ ovt. Lot S E 1 /4 NW 1 /4 S 20 T 29 N R 19 W Property Owner's Mailing Address . ~ ~ ~ j of # Block # Subd. Name or CSM# ~ 4940 Vilking Dr_ Suite 608 S T , i 3 na j~ Glen ,City State p Cod~~P~h +~.~~Y' ` ~~ City Village Town Nearest Road ~` ~ C'F ~c>4+~t MN 55435 - Hudson Carmichael Rd. ~' New Construction Use: I` Resid~ttial /Number of bedrooms 4 Code derived des~n flow rate 600 GPD Repiaeement Public or commercial -Describe: Parent material Bitted outwash Plood plain elevation, i<applicable na General G~nments and recommendations: System elevation91.55ft, trenches spaeed and depth to cede 3.50ft bebw grade i 7 )Baring # -Bering 95 05 110 „, - „~~ ~ Pit Ground Surtace elev. . ft. Depth to in, limiting factor ~~ Application Rate Horizon Depth Dominant Color Redox Description Texture Stnx:ture Consistence Boundary Boats GRDNtz *Eff#1 'Eff#2 1 0-9 10yr3/3 none sil 2msbl mfr cs 2f .5 .8 ~ 8-35 10yr4/4 none sjcl 2msbk mfr cs na .4 .6 3 35-x14 5yr4G4 none Is osg mvfr gw na .7 -- 12 -~ 4 44-110 7.5yr4/4 none osg mvfr na na .7 1.6 a~ 9/•~t ~{Z z 0 Bervng # Boring 110 i1.~ Pit Ground Surface elev. ~5< ~ ft. in. Depth to limiting factor Sotl Appliccation Rate Horizon Depth Dominant Color Redox Description exture Structure Consistence Boundary Roots GPDiftZ "Eff#1 'Eff#2 1 0-10 10yr3/3 none sil 2msbl mfr es 1f .5 .8 2 10-2$ 10yr4/4 none sicl 2msbk mfr cs 1f .4 .6 3 28-43 5yr4/4 none Is osg mvfr gw na .7 1.2 4 43-110 7.5yr4l4 none cos - osg mvfr na na .7 1.6 .___ ~_ ul~c~ /f ~~ f ~ _ ~~/~' ~a..~ tf S~ ~~ 1~~~ ~ ~~ " (affluent #1 = BOD ?~ 30 < 220 mall and TSS Ain < 150 moll x 6fniiant iYJ = RC)Il c 'fin mnA nrvi TCC c An mnfl CST Name (Please Print) Signature: CST Number David J. Steel 248956 Address Steel Soil Service Bate Evaluation Conducted T elephone Number 1564 CR GG, New Richmond WI 5401 8/24/2002 715-246-5085 : pr~r{y OW„~ Sienna Corporation Parcel ID # Pending Rage 2 of 3 gating # LL OorlRg 92 85 D®pth to ft limiting factor 110 i ~ Pit Ground Surface elev. . . n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence .Boundary Roots GPD/R' *Eff#1 *Eff#2 1 0=11 10yr3t3 none sit 2msbl mfr cs 1f .5 .8 2 11-29 10yr4/4 none sicl 2msbk mfr cs 1f ,4 ,8 3 2940 5yr4/4 none Is osg mvfr gw na .7 1.2 4 40-110 7.5yr4/4 none cos osg mvfr na na .7 1.6 /'~I,~' fc 1L~-~ v~d -~Sv ~o h~vn~.ry ~ - G~ nr ve Lv~y ~ ~-f-vioY-~ o~ Boring # ___• Boring 45 92 th to limiting factor De ft 110 i Pit Ground Surtace elev. . p . n, Sod Application Rate Horizon Depth Dominant Color Redoz Description Texture Structure Consistence Boundary Roots GP@Ift= *Eff#1 *Eff#2 1 0-8 10yr3/3 none sit 2msb1 mfr cs 1f .5 .8 2 8-33 10yr4t4 none sicl 2msbk mfr cs 1f .4 .6 3 33-44 5yr4/4 none Is osg mvfr gw na .7 1.2 4 44-110 7.5yr414 none cos osg mvfr na na .7 1.6 * Effltent #1 = BOD Sa 30 < 220 mg/L and TSS a30 < 150 mg/L * Effluent #2 =RODS <30 mglL and TSS <~0 mg/L Ths Department of Commerce is an squat opportunity ssn ice provider and employer. If you need assistance to access services or { {Boring # @oring _ _ .. .- _ 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 SWIf4,NW1i4s 2o,T29,u19w (715) 246-6200 Town of Hudson, St. Croix Co. (715) 24b-5085 T{x~ Glen lot # 3 ~ I This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for I'~ your use. ~~~ R~~- F/3 = y2 ~ Y~{-f ~~ R ~_ 9z. ys~~ c--~-/ ~- 2 -o~. - CBt~'T~'tSD 3URYRY YAP Ir~O. ,,.,.'_ , 110I~T!!B PAGg_.,._ . wcAT® irr T>:~ souTNEws~r QuAR~. a~ xo>Rrxwzsr ~veRTSR SiGCTiON zo, T011N 28 NORTH. RANGE 19 HEST. 'POMId OF ~~ ~'. CBAi1C COUNTY. lflSCONSIN: ~~ .~,~ ~~: ~, ,. ~ ~~ ;~~,._.:-=~ ~ ~: TEMPORARY ~~ - ' : ` • can.-oe-sAC TunN ~ ~ 1 ~ ~ r~ AROWiD TD BE :?9 ~„3"r 48`>~Z p r ~~ VACATED/ABANDONED r °~° y,433 ~ ~ t . ~ ; WI1N ROAD E%tEN510N r~~~~~~~~ > ~ ,i3211baea ON ADJACENT PLAT _~ 1 1 :' \ ~ ~ ~ ~ ~ iA ` u+ I o ~~ ` v, $ . ~ ~ ~ ~~ ~~ :].T64 A o ~~ h ~ ~ ~ (~Qff;, TEMPORARY ~~ IiNPJ.QIff.OJ.AdDSJ ~, ARD<>fIp ~ TURN L `~+ /~J ,•--AUTOMATICAU.Y o ~ VACATEDJABAr~QnEo ~` ~ WITH ROAD EXTENSION SOUTHWEST CORNER OF TFIE ~ ADJACENT PLAT ~S0U7NEAST QUARTER OF pTp,pT 1 ~ Tt/E NORTHMiEST OUART$R SEC. 20, L 29 N. R. 19 W. ~` ~ ., ' EAST-WEST GUAR UNE FAST QUARTER `SEC- ~. T. 29 N. R i9 W. CORN ~ R. ~ W. ~~ E WEST DUARTE>E' ~--CORNER OF SEC. 2Q T ~o w_ R. 1g w_ ~+1N+ISE11 ARC ti71C7H Ct ]60.21 C2 2y1.l~ C3 43kA2 22,T4 C5 J94.63 C6 7~8.~e ' C7 -- 281.56 DELTA AN6iE 46' OS'~09' S1116'J4• 'S7' 02'8~2 ~ 41! RAONIS Bt/.00 2629.86 10.00 80.00 2098.85 875.00 ' ti10110 9EARIN6 2!-SE 532'St'17.I~[ N6Y'5O'1 31 Ni N34'- 27.6 Nr CMW1Q iFJi6711 277.99 267.70 16.00 22.73 100.00 758.J6 TAN. eEARM0 9! 5/0~6'03"E S75'2J!'34'Mt S~6't9 N32' 14`!tt ' ' TAN. BEAIdMO OUT 5367!'SYE S30"09'43'E N6s1 16'14"Mr N28'04'S3 E t135'36'8xM M N1098 Q3 NUMBER C6 ARC 256.12 pELTA ANC4E RAONIS 2966.a6 p1oND BEARING N32'5417. w CMORO1tl~G7M 266.02 tAN. BEA16N(i 9t N50'09'43'W TAN. BEARNO OUf N ~~~z~~ W~<aV U.~ m F 0 ~~~NK rt ~~,s~ t ~WW' z A: ~1oi<4 OWNER AND SUBDIVIDER: S~NItA caRPQRATrDN 4940 v6cs~c DR» SuItE eQa MgINEAPOUS. MN. 55435 C\0 LARRY TMQMPSON 1 1 ORANAGE t U11U7Yr_ ("_0• EASEMENT LJ I 6'~j I E!t$EMEN7s Alm As oEr1e7® uenESS on+ERwsE sr+ow+. _ NaT TO 9CAL£ I~ AW1QlItTN C0DN7Y B1~K WIC Y0PWIBl1'r T0f1lID ><^ as x ~ ~eD7» 71'lSI~. PEPS w>,~IG LLB Ta. P68 !OO?, dtih' 0 ~ 2Q ~~ 400. ~ ;O 1 inch ~ 200 feet '?'"'~ $1!lBbCi ILIR •100' FN01[ ilfl387t' 0! •A7 DCT-22-2002 10 42 51Eh~NA CORP 952 835 7008 P.02 sir cr~orx cauNTY SEPTIC T'A.lti'K M:+-IA1'rENAVCE AGREI:I~N"x AID OWNERSHIP CERTIFYCpT7,ON FdRTVi OvmerBuycr ~ ~ E1JniF~ ~c,R o~ P-'~-on~ ~dailing Address 1FQ 4~ U ~ k-,~ tie . ~~ a 8 /~I.N~e 5ti IAN S'~ x.35~ ~ ~// ~~ Property Address c.~ . (Verit1catiae roquired from PlAauinB Depaetaeat ~'°r dew C9tylState _ _ .~ Parccf Identification Number property Location ~ ~ 1/•, ~ '1.. Sec. , ~D , ? 2 `t N~R ~~ W, Town of g l~division CeridQed 6urvey YVisp ~ Volume ~~ Pege * `~ ~/? , ~~ Page # '~Valrr,anty Deod # Volume • Spec bause Oyes Q no Lat lines idcnti5able J~ye6 Q no s~rsr~ Yrapropex use au~dasait'tcnanceaf veto seaptio system oouSd result is its ptemasure failure to hamc',1e waetes~ Prop tb,etsystetu corsi~ts of puompiag out five septic task livery ~ years oc coonex, if nreded by a licensed putt~or. Whs ?'DU ps can at~eect rho funetioa of the Septic teak as a tic,~C~t stage ~ the waste disposal aystesa. The property owner agrees t0 sltbsait to St- C~coix Zaaing DtparnQaeat a certiEcatiatt 4orea, signed by' tba Grvnat aria b3+ a s tu»~ber, rastsiatedplutaber or a liegosedpurtepex verifying that { 1} fix an-si:e aaste'w'acerdispo9al systeca t:lssterpluraber, jo+tsn+ym' P< tiaece~sary), the eeptia tack is !ems than l/3 fu11 of sludeQ• is is ptop~ opeastia8 cotulltktt and/or (2 j a!'tar iarsPac'.iaa and pgrgpia~ (. Ilwe, the vo~dersianedbave read the above: re:gtaittaz<oais and agtce to meiatsin ttta private sewage disposal aystsm with the s etaada:ds sac iotth,l3ireiq ss set -oy the Dsprtrtosent of Cammerea and the Deparaaeati of N'tlzral Recourses, State of wisoooain. Ming that your c system has been mata~iaed ~ ba au9pleted cad xeturaed. to the 5t. Craix Coemsy ~oainII OfEioe within 30 a,..~ „r •t,., ~.,~ ett~iration date. ~~ ~y~r/wlrf- G'a2~• f ( 1 _ ~' DATE `• n~W1VFR CFx.TIFiCATIQIti tl~t all statetrcnss oa this form are true So the best of my (ewr~ kstowleidea. I (we) atst (are) ~° oyr.~(s} of 1(we) five pr st~- dabove, by of a wa~anty deed teaerded in Register of l7oe;de OifuCe. ~:IGN'Y' DATE $tON~,.TL'Rp OTt Wrrrwt asor.r Asy infottruttian that is tnis-re;prescated may result is the unitary permit being revoked by the 2oaiag Dapardruset •• Ittcludo with this aPPliaatton: a statnp.d wamaty deed from the Rsgicter of Deeds office dECd a copy of the csrtiired survey tYt'p if Toferenca iS made ltl tike warranty TOTAL P.02 Private onsite Wastewater Treatment System Management Plan Septic Tank And Gravity In-Ground Soil Absorption Component Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment System (POWYS) shat! include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for system are on fle at the county zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the In-Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD- Table 1: Svstem Design Sneciflcations Sanitary Permit Number Zo S I S Number of Bedrooms Desi n Flow -Peak pd G ao Estimated Flow - Avera e ( d) ~ Se tic Tank Capacity ( al) Soil Absor tion Component Size ( ) Ss~ ' T e of Wastewater omestic Table 2: Soi! Absor tion Com onent -Limits of Rellabie operation Se tic Tank Component Soil Absorption Com onent Desi n Flow -Peak ( pd) Maximum influent Particle Size ('sn) 1/8 Maximum BODE (m /L 220 Maximum TSS (m /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and/or service once eve 3 years Outlet Fi{ter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 ears Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 289.48, Stats. The contents of the septic tank shah be diseased of in accordance with NR 113, Wis. Adm. Code {Servicing Septic or Holding Tanks} Pumping Chambers, Grease interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be Leaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the Management Plan fp. a Septic Ta^k ar^~ Sal: l~csarption Componerat _..,.. filter l8 equlpp®d with an alarm, the Palter =hats be aatervlCed i! tho alaarm is activated ~ntlnuausiy. Interm#ttent flJt.r dlarttta m~ly #nd#t~ite aurpd Mows 4r :n impendlrlQ continuous alarm. T#~e sep~c tank shall have its oontents rornowd when the vo#'ume of scum *nd sludge In the tank exooads 't!3 the i#quid volume of the tank. K the oontirets of the taaark an hat sarmaved aRt the time of awn suiNSffamant, me#ntenancs personnel aahaitli awdviae tlss owner of when the next wvsra ~ to be pe<iom~ed to mrlntaaln lease then maximum soum end iludgs aaa~maatatian in the Manhote risers, access risers rind oovsrs should be Inspected for water tightness and soa~ndness. ACaassi ctpenings used for arvlce and arsss-sarment shelf be uiafed watertight upon the t~mplet#c~ of ee~rvloo. Any opening deef"itod i~nalofJfld, diva, Or tftub~Ct to ititur~ criclst tae repiacrd. ,Exposed access openie>~s garsater than finches to dial" shaali te- secured by an ~ectlva laaklnp dwice to prwsnt aoddentsi or unart~tharlaed en~by into tho tank. Iltfa onew should shift s sepatlc or oiler ab+saabnula# or holdMgr stank l~r any rearaa>rasan without in furtl oonrpllano. wlt~ opt aashtnd~+lr lror on~da~iq a saorti~nadapaee. ~~ ~tbf7oapban wisaNn the she or olrier trett~! of ii~ sA1ky eee~M 1i1~~ ~ira~i, kAd arae~ri+li aft at par~ran >~+l- lifhrlor of af• f my br< allM~awrft a lia~talatf~fif. Tanis abandonment ihati bey fn aooordarncs with Comm a3,33- Wis, Adm. Code wrier- tt~e tank Is no tor'Esr uad aa~s a POVVTS arompansnt, Tt~e aROll absarptton COrtlpansnt gNlnp thiE stPltCtUM ti deslyned to aacop# domeat+o wsstswater trurtt a resldortlal facility. The ffmfts of operation of this componar~t are shown in Table ~. The longevity of a Doti absarptlon component deprtnds greedy an proper and timely rraainteneretse, and system use within or beiaw the timlts of a'eflable operation, flood water ~nservatlon practices by awls occupants and the Instelfat~on o! water conssavlna plumbing >~xtttrsr~r amore key factors in axtartd#nq the ueawtul life of tltis saaa~nportent. The sof# absorptlcn oompcr-enty operation mwt bs asifassed by inspeatton sat 1e®st onotaa<every th1'is years. Tt» Inspsctfan chaff Inalud4 r+tcording ttaw f+nealae of pondinq, if a~r:y, in the observation pipes, end aw vistati inspeodon for awny evidensx of surfacsab seepage or a,~sci,arge Pram the component. Cn steeply sfopinq s#tes, eras ~ e~i©n ihoa~ld be identified sand rap4rfed #o t+he owner for f~apeir. The eurt*oe dlsasharoe of dameatic wettewatter or sewaage Pram tf^ae systearn is prOhtbitid and considered a humeri health tyaxerd, Trafflo atrour+a~ of suit the sail absaarptlon component should be aavoldod partlasuisarly during wiener months, The compaction or removal of° snow a:ovavet over the cortportwnt may load to hydrauflc faifun by freesln>,g. This type of lallurs is utuslly temporary. but fs diftlcult or imposraf~e to rrpaaatfr until weather canafitlons improve. !n generaal, coif. cxsmpactfan aver this ooreetap~insnt Vvlfi reduce dlffwton at oxypsn irno then serail sand dispereat sari, which may foatatd tin more intense, end eaciier, orgaatic clopginq of the scot!. x ~- Management Plan for a Septic Tank and Soil Absorption Component Plantings otdeep-rooted trees and shrubs dtrsctly over of within ten feet of the component should be avoided since root intrusion iMo the component may obstruct wastewater flow. Contingency Plan In the event of system failuro, a new system could be installed in an alternate area. With the installation of a divsrter valve, the existing system could also be reused after a period of three to four years. It is the property owners responsibility to maintefn the aitemate area free from any planting of trees, shrubs, etc. in caa of failure of the original system, the alternate arw wilt bs needed, If any trees= shrubs, etc. have been planted on the aftemate area, th.y will have to be removed et property owners expense. if altemate arse is destroyed, there aro other alternative systems that an be used, in which, oouid result in added expense to the property owner. Any tank abandonment shall be done in accordance wNh Wisc. Cods 83.33, Any questions nsgarding this code, please contact your local Zoning Offics or wnlaot the installing plumber. .~o N ~ ~ ~ fl~ ice.. '1 t S) 3 g (o - t-{ lp 8 0 ('t~S~ 3~1~ 31 ~ t 11 6 3 4 6 9 VOL16 PAGE 4393 KATHLEEN H. MALSH REGISTER OF DEEDS ST, CROiX CO., WI CERTIFIED SURVEY 1[AP IACATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, SECTION 20, TOWN 29 NORTH, RANGE 19 WEST, TOWN OF HUDSON, ST. CROIX COUNTY, WLSCONSIN. '32 I " 131 ~ c~ ~t ~ S/$'23. ~ '3C . ~ c ~ y ~~ \ ~ Tfl ~ 129 z -" ~ _ 110875 S.F. ~a Acres 2.545 i~ ~ ~~ ~ " ~,~i, a ~~ ,~ 0 + 1 N~ ~ ~ ~~ ~ W ~I o ~ `r' ~ S35`38'S: ~ ~ l z ~ ° ~! I'~~p~ ^~ I ~~~r c Y~li-4-011L~y'1LWa2 ~ ~ I ~ ~ ~ ---~ ; °o z SOUTHWEST CORNER OF THE ~,_.SOUTHEAST QUARTER OF ~ THE NORTHWEST QUARTER SEC. 20, T. 29 N, R. 19 W. - 1319.52' --~ _._. _ _ _ 3989.66' _ ~~ N89°25'02"E 5309.18' ,_,' EAST-WEST QUARTER LINE SEC. 20, T. 29 N, R. 19 W. i ~ WEST QUARTER --CORNER OF SEC. 20, T. 29 N, R. 19 W. CURVE DATA TABLE rtt4L1 vCU Turc 7rtl.UJiU 10-09-2002 10:30 A CERTIFIED SURVEY MAP REC FEE: 17.00 COPY FEE: PAGES: 4 v `fig rT, -'~D-~+F 400 ~ . ~ - EAST QUARTER ~ CORNER SEC. 20, T."" 29 N, R. 19 W. NUMBER ARC LENGTH DELTA ANGLE RADIUS CHORD BEARING CHORD LENGTH TAN. BEARING IN TAN. BEARING OUT Ci 280.21' 25'D2'49" 641.00' 523°07'27.5"E 277.99' 510'38'03"E 535'38'52"E C2 251.80' 05'29'09' 2829.85' SJ2'S4'17.5'E 251.70' 535'38'52"E 530'09'43"E C3 122.74' 02'36'31' 2695.85' N31.27'58.5"W 122.73' N30V9'43"W N32'46'14"W C4 135.38' 02'52'38" 2895.85' N34'12'33"W 135.38° N32'48'14"W N35'38'S2"W C5 251.38' 25'02'49" 575.00' N23'07'27.5"W 249.37' N35°38'52"W N10'36'03"W C6 258.12 05°29'09" 2695.85' N32'54'17.5`W 258.02' N30'09'43"W N35°38'52"W AP~R(Jl~~U I I ST, CROIX COUNTY ~6Planninn Zor.inn ~~d Parks Committee SIENNA CORPORATII ONER: unuTY~,` OCT 0 9 2002, 4940 VIKING OR., SUITE 608 EASEMENT ~„~ I MINNEAPOLIS, MN. 55435 I I `" C\0 LARRY THOMPSON 6'--j If ct recoroaa wwu~s 30 days of _ _ a~proval data approval shall be -'UTILITY EASEMENT--rnulTand-voiC O ~~~ COUNTY SECTION CORNER MONUMENT FOUND EASEMENTS ARE AS DEPICTED 1" O.D. X 24' ROUND STEEL PIPE WEIGHING UNLESS OTHERNASE SHOWN. ~ 1.13 LH. PER FOOT, SET dOT TO SCALE ---SBL- SET$ACK LINE i of 4 James R. Hill Inc. Vo1.16 Page 4393 ~ w STATC• ~3AR OF l4'ISCONSIN FORM i - 1998 ' ' 66608rQ WARRAN T Y DEED KATHLEEN H. WALSH Y~, , 7(~"7P r D N ~ I 613 kEGISTER OF DEEDS ucwnent umber ~+ : 5T. CtiQIX CO. + WI kECEIVED FOk kECORD This Deed, made between _Hane Corporation, __~_ _ a Minnesota c~oration 12-21-2001 3:10 PA _---.._ - WARRANTY DEED - - -- - - ,__ _ __ _ ., Grantor, and _Sienna_Co~oration,_a Minpeso~a _sgrporatit7~_, EXEMPT N CERT COPY FEE: COPY FEE: ----- - - ---~._ _ ~ TRAHSFEk FEE: 9863.40 7.00 NAGE5DIH0 FEE: _ 4 -- -- _, Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix __ ~!_ County. State of Wisconsin (Ihe "PlOpe:'fy") hit, !'riding Pdrri _ See Attached Exhibit A _..._ Name and Relurn Address (~ n i Ik rst~ ~-~ ~. ~i.Li ~~ '~~l U 20-1048-30-000 _ Parcel IdaNilication Number (PIN) This i3 nOt )iomestead 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, title and interests. Grantor warrants chat 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 2001 Bane rporation (SEAL) by -- ~, Joh M. Nassef Its C ief Executive Offic (SEAL) AUTHENTICATION Signaulre(s) authenticated [hls _ ______ day of __ (SEAL) (SEAL) ACKNOWLEDGMENT Minnesota State of'1"dtsrutrsin- ~ ~ ss. ~.._«.-.~,c _.I County J Personally came before me this _ t ~ day of December __ 2001 ,the above named ___ _ _ John M. Nasseff, Chief Executive Officer of Bane Corporation, a Minnes_ot_a ___ _________ _ corporation TITLE: MEMBER STATE BAR OF WISCONSIN ` to (,It r.ot. - _-__.. __ ____. _ me known to be Rhe pets ~ who executed the foregoing authurzed by §706.06, Wis. Stats.) ~ instrument and a nawY~~g ~~same. ' •: THIS INSTRUMENT WAS DRAFTED BY ~ -~~ HARRY ~• QALUHER ~~'- ~" ~ ~ AIYCpAM1931pM Ot9[ftES td1•a~p Lockridge Grindal Law Firm --- 100-(~iashin8-t-an--AuE.uue-.So-t,~th-- _ ~ ' • Minneapolis, MN 55401 Notary~ublic,Sta[eofWisconsin ____._____.__________ ,may commission is permanent. (If not, state expiration date SlKn notes maybe authenticated or acknowledged. Bo[h are no[ January 31 __ ,~-, 2005 .) n c scary-i - __. _ Names of pe s. ,s siRn!ng in any capacity muse be !yped or printed below their signature. WARRANTY DEED STATE BAR OF WISCONSIN Wisconsin Legal Blanx Co., Inc. FORM No. I - 199tT nnawaukee. Wis. ~~, YQi. ~ 797pprE 6~ ~ File N0: 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 89 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 of 1325.15 feet to the southerly right-of-way lire 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, Paqe 4172, and Certified Survey Map in Volume 15, Paqe 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 pf 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 East 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 ~o~. 7 797VAf,E 615 Volume 12, Paqe 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 tine of parcel recorded in Volume 1390, Page 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 53 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. ... ' , , von 179"I YAGt 61.6 Exhibit $ 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 General Non-Exclusive Easement Agreement by and between Bane Corporation and Wisconsin Bell Telephone Company a/1Ja Ameritech Wisconsin dated December 10, 2001.