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Home My WebLink About020-1415-40-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County. St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 420751 0 (ATTACH TO PERMIT) GEN INFORMATION State Plan ID No: Personal information ou provide may be used for seconds purposes [Privacy Law, s.15.04 (1) Y P Y ry P p I Y Permit Holder's Name: City Village X Township Parcel Tax No: Sienna Corp. Hudson Township 020- 1415 -40 -000 CST BM Elev: / Insp. BM Elev: IBM Description: Section/Town /Range/Map No: C30• 1 CRS .0 / = CS f * *( 20.29.19.2622 TANK INFORMATION U I I ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark k cc J Dosing Alt. BM Aeration Bldg. Sewer / 5.� oQ•3� Holding St/Ht Inlet �• 32, o � -�� TANK SETBACK INFORMATION St/Ht Outlet 7• `�Z 0� .d$ TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic / Dt Bottom Dosing Header /Man. , S 6 1 � O Aeration Dist. Pipe S• 0 Holding Bot. System zo.40 1 gf- 40� Final Grade P /SIPHON INFORMATION L-9 (r•`t5 •s Manufacturer Demand St Cover / • b. Model Numb 2 1 /, -3 ` wm TDH Lift tion Loss System Head TDH Ft > Forcema' Length Dia. Cl SOIL ABSORPTION SYSTEM BED/TRENCH Width / I Length t No. Of nctfes PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 20 SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM/ Ma LEACHING nufa ct _r INFORMATION CHAMBER OR �K - Type Of S stem: / / ` UNIT x . Model Number: 2 // DISTRIBUTION SYSTEM y 4o0s • UL Header /Manifold q Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe( 1 Length � Dia Length Dia Spacin 0 SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded 1 xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes � No Yes 0 No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #TY 4 Inspection #2: / Location: 762 Martin Ave Hudson, WI 54016 (NE 1/4 SW 114 20 T29N R1 9W) The Glen Lot 2�8 + No: 20.29.1 1.) Alt BM Description = 7 •T• �a'w" �+' YL �•�•x� i) w`� � T 2.) Bldg sewer length = , g 5\ S� J - amount of cover = J Plan revision Required? Y s [Jildo� �� f . Use other side for additional In ormation. 7� SBD -6710 (R.3/97) ��, �" Date /I Insepctor's Signature Cert. No. satety and Buildings Uiv"on c ouary 201 W. Washington Ave., P.O. Box 7162 �, z C EZ %X Nvi sconsin Madison, WI 53707 - 7162 Site Address De ar ment of Commerce 'll a ta aZV4a Sanitary Permit App » sanitary Permit Number ` In accord with Comm 83.21. Wis. Adm. Code, personal info ❑Check if Revislon T ZZ Lo a% M be used far mcond AV pu m Priv 515. m I. Application Infornmttlala -. Please Print All Information Stew Plan 1.D. Number Property Owner's Name Numbe IrSu6 pZ0- 1y 1S eoa ST. )Kjj, COUNTY 2 ,1 D Grtl Property Owner's Mailing Address Property Location #4+3�A G'i iv GLY fi� .UG S . ::5?d�A• S T oZ i' N, R I Zac.aa City, State Zip Code Phone Number Lot Number a8 Block Number Subdivision Nam. CSM Number gift. �� 13s ;� e e�1J I]. Type of Building {check all that apply} []city j X 1 or 2 Family Dwelling - Number of Bedrooms ❑vil lage ❑ Public/Commercial - Describe Use Ur awnshi aN CJ State Owned T/lPiylG�t�/� �� jQ�yL Q/t�.�kf.� 3 �j �l Nearest Road M. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if appli cable) A. I New 2 ❑ Rspla.c.etrient System 3 ❑ Replacement. of 6 ❑ Addition to Fo% County use { Stern Tank Onlk Existing System B. 13 Check if Sanitary Permit Previously Issued Permit Number Date Issued j W. Type of Permit: (Beck all that apply)(numbering scheme is for internal use) 44 Non- Pressurized In- Ground 210 Mound 47 ❑ Sand Filter L— � 50 ❑ Consti4icted Wetland 1 /CE?C�r 22 ❑ Pressurized In- Ground 41 ❑Holding Tank 48 ❑Single Pass SID Drip Line 45 ❑ At -Grade 46 C3 Aerobic Tre ent U:ut 49 ❑ Recirculating 30 ❑ Other V. Dis ersal/Treattnent Area Information: a 2C e v Design Plow (gpd) Dispersal Area Dispersal Area I Soil Application Percolation Rate System Elevation Final Grade Required Proposed Rate(Gals.lDaysisq.Ft.) (Mindlncb) Elevation VI. Tank Info Capacity in Total Number Mantfacturer Prefab Site i Steel Fiber Plastic I Gallons Gallons cf Tanks �/ �� Concrete Constructed Glass New Bxistirg ! Tanks Tanks Sepdc or Holding Trunk �� .� Dosing Ctramber ! VII. Res risibility Statement- 1, the understgned, assume responsibility for ion of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature RS Number Business Phone Number Plumber's Address (Street, City, Stet.. Zip Code) VIII un IDe artment Use O Approved Disapproved Sanitary Permit Pee (includes groundwater Date Issued ign tng ent Sature Stamps) Surcharge Fee) �U ❑ Owner Given Initial Adverse 2 2 `� 3 2 Q ��`'r • Determination IX.C of Approyal/Reasa for Disapproval �� -�� i �� ,� /h 5 �B�r S Afteak �� , (to so �,� GO P Q nAt lsaa sin x a 1 SBD -6398 (R. 05101 � - — �Gtc✓`�1 r �� id7r /dD, lT rG N _ s � o s� a .o 14> P ao lo w S�;ol z 1108 Wiscbnsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Crob( include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. pending Please print all infonnation. Revieiwed By ) Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner_ - .__..w Location Sienna Corporation y " a� a Govt. Lo NE 1/4 SW 19 S 20 T 29 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 4940 Viking Dr, Suite 608 28 na The Glen City State Zip C Phonei"bAr ily Village Town Nearest Road �cQr'n u MN 55435 96 `Ci &d8- Hudson Carmichael Rd. New Construction Use: Residenti - — T ' Code derived design flow rate 600 GPD w Replacement Public or commercial - Describe: Parent material Pitted outwashn _ // �n Flood plain elevation, if applicable na General comments 911 / a 2- v 7 � GL �� and recommendations: System elevation 101.02ft, trenches spac and depth to code 6.58ft below grade_ — eL+ _R 3 Boring # LL..Jj Boring im Pit Ground Surface elev. 107.60 ft. Depth to limiting factor 115 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft *Eff#1 `Eff#2 1 0 -24 10yr4/4 none sl 2msbk mfr gw 1 c .5 .9 2 24-44 10yr4/4 c2d 7.5yr5/6 sicl 2msbk mfr di 1 c .4 .6 3 4 -115 7.5yr4/6 none ms ms ml na na 7 1.2 2.9 / �-&" q " �� SC /' CIO , Y Boring # h Boring i Pit Ground Surface elev. 107.60 ft. Depth to limiting factor 115 in. Soil Applicaton Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft *Eff#1 *Eff#2 1 0 -9 10yr4/4 none sl 2msbk mfr gw 2f .5 .9 2 9 -23 10yr4/4 none scl 2msbk mfr di 1f .4 .6 3 23 -34 10yr4/4 c2d 7.5yr4/6 scl 2msbk mfr di 1vf .4 .6 ' 0 4 34 -115 7.5yr4/6 none ms osg ml na na 1.2 Y X 9 * Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg /L * Effluent #2 = BOD s mg/L and TSS <30 mg/L CST Name (Please Print) Si nature: CST Number David J. Steel 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54 17 9/7/2002 715 - 246 -5085 Property owner Sienna Corporation Parcel ID # pending Page 2 of 3 F Boring # Boring Pit Ground Surface elev. 101.30 ft. Depth to limiting factor 115 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' *Eff#1 'EfW 1 0 -32 10yr4/4 none SO 2msbk mfr gw 1f .5 .8 2 32-48 10yr4/4 none sicl 2msbk mfr gw 1f .4 .6 3 48-60 10yr4/4 none scl 2msbk mfr di na .4 .6 4 60 -67 10yr4/4 cld 7.5yr sicl 2msbk mfr di na �.4 .6 5 67 -115 7.5yr4/6 none ms osg ml na na ( 7 / 1.2 �,`� 1 ,�� f!l� �' l�e.� eGr.�� .l � � c� r�- 6- �'�'�' � �h • �s�vtd..� , � ° � f loo i �•� r,lb. F-I Boring # � Boring jj Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW *Eff#1 'Eff#2 F-I Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' *Eff#1 *Eff#2 * Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD <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 Page 3 of 3 STEEL'S SOIL SERVICE David I Steel 1564 Cty Rd GG CST- POWTSM Sienna Corporation New Richmond, WI 54017 Lic. # 248956 NE1 /4,SW1 /4,S 20,129,R19W (715) 246 -6200 Town of Hudson, St. Croix Co. (715) 246 -5085 The Glen lot # 28 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 established at the time the soil test was conducted. N orl�" 1 l t was � 6 1 ?.GD.fo3�r ¢ � e,0% I � �d r ��•• „ GE 100 `= 1�(,L t3 4cL •F 9f .70rr' + 1L 6 �fi P ✓L �1= C3ors'ncjs E� �af i n.� �t is ✓�..� r'ons �fG� - 161.3os' 82 -DAM 4 ISO 44 2 tN I 5,11 a S45 ' I OD �A vi� 34* 67 - 4 1 6 72 68 l' I t 7 69 --------- 36S.' 03 A- A 2130 V, - I 1 4, ' to 1 -261 18 '22: 542 �j It ST CROIX CO N A0�88MENr SFY"C TANK MAI n7NAN AND OWNERSHIP CSRTMCATION FORM owner/Buyer SI eAJ,tJA a rP Pd eA - r► o MlJ Mai)ing Address n V i K rte �3 S Property Address artaaent for new eeastruction) (Verification required from Planning Dop DSo� !,t/� Parcel Identification Number Num cit Nv oZ - /o y�'- too —O &D LEGAL FS = ZQ`. . l �F7 Property Location ` /,, Sec. Z o . T 21 N -I -W, Towfl of Subdivision Lot # Certified Survey Map # Volume Page # Warranty Decd # �O CO ��p Volume page # r 3 Spec house 0 yes Q no Lot tines identifiable )6 yes ❑ no FM M taste fa dare -t Inandlevvastes .Propernuintetu:ue Improper use and maintenance of your &cptic "em could nsvle in its pt�ema What you pm into the �m oo�ista of pumping out iha ceprie tank every throe yearn or wooer, if acedod by a lieoascd ptunpes. an &Beet the ftlUctinn of the WOC tank as a treatment stage m the wute dispaal aysYrm y uipjrod b tlu ow = sad by a Ike property owaet agrtts to submit to St CYoix Z :lm t a eert Ecation form. v that 1) the on-site wastewatt&Pad ry masterplumber, louwe" J° pl° �. restrictodplumberora licensedPump� YmB is.ia proper operating cornditiou &G&Qt (2) ■Rertospectioa and pumping Ofsececs�ry). the septic tank is less than 1!3 full of eludye: ....intain thG vote wwW d� aYmm With the Mzbrds Vwc, tbo vador=ifned have tend thcz<bavr rcqu mcots a�cO nt of Natural B eeoumes. State of Wisconsin C4rdrlm ion s er forth, bc=ia, a: act by the Departmen t of Comore and rho Ictcd me Office Withiu 30 stag tits septic system been ass be completed tad returned to the St (�pix Cotmty 7ipniag da f cxpin ' due. 2 DATE IC Q ,R .12 CA ON are thv ownei(s) of I ) certify that all s Ats o this form arc true to tlu: best of y ( Deeds wlcdga. I (we am ( ) rye descn abov a warranty decd recotdcd in ILegict cr DATE Sl A PL .0000 •••••• Any informati�U is axis mpmentedmay result in the ttnituypermitboing revok+edby -the.7 AW AOp °t •• XrOude witb this opplieauan a clamped warmly deod'froor ibt Register of Dccdt office a copy of the cerdfind curvey map if r'cfcMw is tnado in the warranty deed 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 (POWTS) shall 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 file 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- 10567-P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number 5 Number u ber of Bedrooms 3 Design Flow - Peak ( pd) Estimated Flow - Average (gpd) 36 Septic Tank Capacity (gal) . ap 0 Soil Absorption Component Size (ft) Type of Wastewater Domestic Table 2: Soil Absor tion Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gPd) Maximum Influent Particle Size Fin — ) 1/8 Maximum BOD, (m /L ) 220 Maximum TSS (m /L) 150 Table 3: Maintenance Schedule Septic Tank inspect and/or service once every 3 years Outlet Filter Inspect r and cleaD, at t ry 3 Soil Absorption Component Ins ec once every 3 ea E Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. 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 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 cleaned 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 fc► a Septic Ta ^A and Soi: Aosorptian UmpVlent filter Is equipped with are Warm, the filter $hall be serviced if the alarm is activated oantinuauSlY. lrlterMdtent ftitar clangs may Indicate surge flows or an impending Continuous alarm. The soptlo tank shall hove Its Gaff% tQ reMoVed when the VoldMe of scum and sludge In the tsnx exoeOdds 1.13 the liquid volume of the tank If the contents of the tank are not renvved at the time of an assessment, maintenance personnel shall advise the owner of when the react service needs to bo Warrned to maintain less then maximum scum and sludge acoumufatlon in the tank, Manhole risers, access risers and avers should be inspected for water tightness and soundness. Access openings used for service and assessment shell be sealed we"ht upon the CompkWW of service. Any opening deemed unsound, defective, or subject tO fahkoe Rust be r+ap140d. , Exposed accerie openings greater than B.inchae to dlam@W shelf be secured by an effercdve locking device to prevent accidental or unauthorized entry Into the tank. No one should enter a saptk or other &"& we e ear holding tank for any r+aasrcrn whhwt being in huts comrpllsnoe with OINA sUndsr t for snite" a centered apse$. Tice ii ltrn"PWy within the "P* or other mwent of holding too may oantain J#lgutl gnaw and r sous of a puns! f W V* lnterlor of the tank may be dWWWlt of hnpoeslble'r Tank abandonment shall be in ecovrdanos with Comm $3.33, WIs, Adm. Code when the tank Is no longer used as a POWYS component. Boil A"91 00 r d omnaneat The soil absorption component serving this structutr Is designed to accept domestic wastewater from a residential facility. Tit ON% of operation of this component are shown In Table: 2. The longevity of a soil absorption component depends greatly on proper and time!Y maintenance, and system use within or below the limits of reliable operation, Ocod water conservation practloss by all o=lpants and the installation of water conserving plumbing fixtures are key factors In extending th s useful life of this compornmt. The soil absorption component`s operation must be assessed by InoWbOn at least once every three years. The Inspection shall include mcording the Ievats of pondktg. if arty, in the obw adon pipes, and a visual Inspecdon for any evidence of surface seepage or discharge from the component. On steeply eloping titre, areas of sroslon should be Idendfiad and repotted to the owner for repair. The surface discharge of domestic wastewater or sewage from the eysWwn Is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter monthis, The compaction or removal of snow cover over the component may iesd to hydraulic ftllure by freezing. This type of facture is uewilly temporary, but is difficult or Impossible to repair until weather conditians improve. In general, veil Compaction Over this Component w#II rtduce diffusion of oxygen into the soil and dispersal =11, which may lead to more intense, and earlier, organlc clogging of the soil. x Management Plan for a Septic Tanis and Hole Absorption Component Plantings cf ciao -rooted treas and sl ubs directly over of within ten feet of the component should be avoided sinos root intrusion into the component may obstruct wattewater flow, Conting Plan In ttte *verrt of system failure, a now system could be Installed in an aitarrate area, With the installav an of a div*Ker valve, the existing system could also be reused Wier a period of three to four years. It Is the property owners respornsib}lity to maintain the alternate arse free tray► any planting of tress, shrubs, etc. in case of failure of the original system, the alterrats area Will be needled. If any trees, shrubs, yo, *to, have bean planted on tine alternate am, OW will haw to be removed at property ` property If siternats area is deaftyed, thers are other alternative systems that can be used, in which, could rwA in added expense to the property owner, Any tank abandonment *hall be done In eacArdance With WIN. Code 83,33, Any Questions regarding this code, pl ease contact your NMI Zoning Office or coM t8d the Installing plumber. ZOO r rra q 1 : > r ice. �L, � �► wer+ Ira � sa -- _' _- _ WARRANTY DEED KATHLEEN H. WALSH I REGISTER OF DEEDS RECEIVED FOR RECORD 4 a This Deed. made betwiten-Ka—ne POrP0_!Lt_i_0_nL.__ 12-21-2ml 3:10 P" WARMNTY DM CERT COPY FEE; and -Sienna C M:Lnn La corporation COPY FEE: TRINSFER FEE: 9W.40 RECORDING FEE: 17.00 \' � � � x="w" described real estate 1,, St- CrOix Cmint State of Wisconsin uni&r�al 'E446, 6W+C_ 1401 This t� not homestead property 20-1049-90-000 rKi Togetheewith all appurtenant rights. title and interests, Grantor warrants that the title to the Property is good. Indefeasible in fee simple and free and clear of enctisirkbrances exupt See Attached Exhibit B. DaLedthis 20th _--dayof December 2001 Bane rporation (SEAL) (SE.AQ by J0 M. Nassefl Its ef Exitcuti a Off (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT 54pature(s) Minnesota State of"WtSMIM1111, , tuthenticated this day of Pcrsonally c�� day of December __�jf Bane Corporation, a Minnesota TITLE: MEMBER STAIT BAR OF WISCONSIN to Lockridge Grindal Law Firm Minneapolis, MN 55401 9gaf utilk. State of Wisconsin ' WARRANTY DEED STATE BAK OF WISCONSIN WISC~ L40 III.* C... I— � '.>EH_2U_ "e I tN`4H t..UKr 1 (] I WV 1 .uJ Yn • ! 7.7 / PAG[ 6.14 File No: 85 -0 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, lunge 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 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 S5 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 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 5tt' — m-e�e b7 � G t � � ciwwti �urcr - �.•� �.....• �,•••• . ,•� vor .1797P AGE 61 Volume 12, Page 3292; thence North 01 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, 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 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. SEP- 29 -2Oe2 09:21 SIENNA CORP y5d U-0 reset r. ►D VOL 1797ect 6:16 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; P P P rtY 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/k /a Ameritech Wisconsin dated December 10, 2001. TOTAL P.05 57 II' dd ��! � i / y •'� -�� 417 � Ra _ --ter =- =� - - --= - -- -- -i - ' - - -- — '� - -,-, - --------- - -��- --- - - - - -- 1,,.,. ; • i v� 1 Y71 ---' — r _ t 79, 5 N - _ - - -". .O - n t i q _ _ 66 do 34 1 ! _ a I , 4 , 6 7 , ��.',. ,. ... � , / ::,� ,.:. .. - �i, . • ya� 9 .'_. \. 4 3 .. ' b 21 68 _ •b 1 � h 20� 39 — k, 35 --a-- — � 6 7 \ r 293 - 738 33 I N ` \ P , - I ' I:� •\ ,. 111 I , ; �.' ' f'I I � _ , 2J of I' , �I n I 7 ; ►„ V i ; I zr) i I I I 26 , I I it 18 , N i 17 ,,` ' ---- - - - - -- I �I I 23p 7