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HomeMy WebLinkAbout040-1283-50-000 ST. CROIX COUNTY WISCONSIN ZONING OFFICE N M N M A ■nor ST. CROIX COUNTY GOVERNMENT CENTER - 1101 Carmichael Road Hudson, WI 54016 -7710 - (715) 386 -4680 FAX (715) 386 -4686 Monday, November 25, 2002 Sam Miller 506 Little Orchard Rd Hudson, WI 54016 Regarding septic inspection for Sam Miller. Location of Property in St. Croix County: Municipality: Troy Township Subdivision or Plat: The Orchard Certified Survey Map: Lot: 5 Address: 506 Little Orchard Rd Dear Applicant: A septic inspection of the above reference property was conducted on April 05,2002. This property is located in the SW 1/4 NW 1/4 of Section 9, T28N R1 9W, The Orchard (Lot 5 ), Troy Township, St. Croix County, Wisconsin. At the time of the inspection, this septic system was found to be code compliant for a 4 bedroom home. If you have any questions regarding this, please contact our office at 715.386.4680. Si erely, Kevin Grabau Zoning Staff cc: file Wisc, nsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix safety and Building Division INSPECTION REPORT Sanitary Permit No: 404949 0 GENERAL INFORMATIMi (ATTACH TO PERMIT) State Plan ID No: Personal information you provide maybe used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: Village X Township Parcel Tax No: City Miller, Sam Troy To i 040 - 1283 -50 -000 CST BM Elev: Insp. BM Elev: IBM Description: CID . o ( ep o / re.�Aar = GbT" TANK INIZORMATION ELEV IO DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Be hmark I 5a Dosing Alt. BM Aeration Bldg. Sewer p 12. Holding St/Ht Inlet D �.t5' 8• L} TANK SETBACK INFORMATION St/Ht Outlet I TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic t 3 Dt Bottom Dosing Header /Man. IZ•9Z 9s s'e Aeration Dist. Pipe Holding Bot. System .(p( Final Grade Al PUMP /SIPHON INFORMATION Manufa rer Demand ^and St Cover ( G • f ®(- 6 Model Number TDH Lift Fr' oss System Head TD Ft Forcemain Length Dia. SOIL A ORPTION SYSTEM RENC Width Length ' No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIM S 2 pZ SETBACK SYSTEM TO � P/L BLDG WELL LAKE /STREAM LEACHING Ma f actm INFORMATION CHAMBER OR 1610 114 Type Of Sy em: 2 q I 5 UNIT Model N i;er: � J l t DISTRIBUTION SYSTEM Header /Manifold u Distribution Ix Hole Size Ix Hole Spacing Vent to Air Intake Pipe(s) ." 5 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 Bed/Trench Edges Topsoil IW Yes No Yes LI No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: v4 / 0 5' / OZ — Inspection #2: Location: 506 Little Orchard R Hudson, WI 54016 (SW 1/4 NW 1/4 9 T28N R19W) The Orchard Lot 5 Parcel No: 09.28.19.1599 1.) Alt BM Description =Tit 0t" Q {„� w4I "aclft . SeAp 2.) Bldg sewer length = ck2," -amount of cover= I la " +^ r 4-44 Aq-1foo an other Required? ] No er a for dditional informati .3 I__ . _� /� �� ?�# Wiz;. e C a . Dat a Insepctor's Signature Cert. No. / -- ���' CY�►�C+Q,� Z „�.. LI NE r. 2 i _ = T ry M r 1 yf r 1' 3Y AV u Safety and Buildings Division Co A 201 W. Washington Ave.. P.O. Box 716.2 C MsdisM W1 53707 - 7162 Site Adder .�!scons�n 3i , o 01147 De rtm t:lflt O Commerce Sanitary Permit Number Sanitary Permit Application Aj0j9yq ish In sword w Comm 83.21. Wis. Adm. Code, VAsond information you provide 0 Check it 1Levision 64 may Stale Plan I.D. Number Liy, mforma% plwe Print AN Parcel Number ptjwig own es Notes MAR 19 2002 - / Z g 3 S ' q. /t_ property Location l &I / � L Location � � 5'`77 ow Propetgr oar's llai � ST. CROIX COUNTY ,�. OFFICE I Bcv ZONING ttmb �u S 9 Bktck Number R / $ �. Stoat Pbone Number - stabdivision Name CSM Number No i � n �`f8� c.o -� � D's e N U—) ► Duty— EL 'ly►pe of Btdbag (dwk all that &P*) t ' 1 or 2 Family Dwdho6 - N MDW oe eearaoma "�' Ovt7lage 0 pW&jCMWwcid - Describe Use ownshi T O ❑ � we trned Nast Rod a ' ' t ?. - t�r� , C'l Boa �� lz x e PP nI.'lype of Pet n& (Check only one boar on line A (numbering scheme for internal tree)• Come fete lin A ' 1 Nttrn 2 ❑ system 3 0 ��at of 6 0 Addition to or County use Tank Onl teem nem Permit Number Date Issued B. 0 Check d Sanitary Permit hated IV. ly�pe of Permit: (Check an that appty)(ntlmbedng sicklaw is for internal use) 3 0 r e 1 i4 M i3 2 S rotund 210 Mound 4? ❑Sand Pilaf SO ❑Constructed Wetlud 44 g Non - Preaurised In-Q F A t � 4/�1 Q Tank 48 0 Sinalo pass 510 Drip Line 2 45 ❑ At -Grade a u [ � • / 1 t bic T eat 5 Unit 49 0 Reci 30 0 Otber V. wnt Area l OrOS°dOII ' Percolation Rate System Elevation Final Grade � D pbw (gpd) Dispersal Ara Dispersal Area Sod Applicadoa Elevation Proceed Raa(Ga1s- Mays/S4.F0 (Ivi9n./Inch) 00 So Fr S`31�� .7 iu ToW Number site Steel Fiber Plastic Prefab VI. Tads info C ��Mfiaw tu-er Concrete Constructed G1as: Gailons Gailont of Tank; New Soptle m Haming Ttmtk unit Tads ; 2 I , , „ 3 lt-- Dg Z i4 E AA n , L 7 VII. bill Statemwt I, thz u= :. ` -' resp°rilily for i nstallation of the POWTS shown on the attached plans. MP/MPRS Number ? Business Phone Number P► umber's Name (Print) Ph'nuber'Signature r �}` S� 7 l0 7 At Jt ZIA Phimber's AMIN= (Street. City. State, Zip C" ) �. Cotmt /pe ent Use 0111 Date i:s ou Issuing Agent Signature (No stamps) Sanitary Permit Fee (includes Gro udwater f Approved 0 Disapproved Surcharge Fee) go q 0 Owner Given Initial Adverse Determination IX. Caaditiaoa o f ApprovaMeasow for Dw}PPr'oval 1 S _ t�t4 P-Q.", S �� Art * ampiets plsmam (to the Coat? duly) for tic symts r pper not tear Wan 83111 s 11 Incbes Ira mime C" n' -6398 (R. 05 ► ^, H 7 F 7 31 Sz e C4 ro 8, Z 771 6 - 1 S T ° �'''� , � is � �;, -�. �. Ll Z171W' C� d1t, zi 4 1383 • Wisconsin Department of Commerce SOIL EVALUATION REPORT p age 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Sal & Site Evaluations Attach complete site plan on paper not less thar8% x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference nt 8 ; .direction and _ St. Croix percent slope, scale o dimemsions, nefth arrow, and location and distance to nearest road. Parcel I.D. r 040- 10 39 -9 -30 ID #9.28.19.134D Please punt all infawgff qn. R — By Date — Personal information you provide min be used fob x6ridary purposes ( Law, s, 15.04 (1) (m)). Property Ownr Property Location Miller, Sam govt. Lot _ S 1/4 NW 1/4 S 9 T 28 N R 19 W Property Ovrners Mailing Address ` \\ ,F ol # Block # Subd. Name or CSM# P.O. Bo 151 T _ -- �`� _5 _ Plat Of Miller's Orch ard City Stake ' 'Z Cade PhoiS� Number , J City J Village a Town Nest Road Hudson WI 540} (7,1 86 29 Troy Little Orchard Road 0 New Construction Use: 0 Residential / Number of bedrooms 4 _ Code derived design flow rate 600 GPD I Replacement I Public or commercial - Describe: — - — -- - -- - - -- - -_ — - -- - -- -- Parent material Glacial outwash - Flood plain elevation, if applicable _ na General comments and recommendations: Recommend installing 2 trenches at Tx 90.625', using 29 high capacity BioDiffuser infiltrator chambers at system elev. = 9181'. Boring #" Pit Ground Surface elev. 99.8 _ ft. Depth to limiting factor ---->1 - in. Sol Appfrcatron Rate Horizon Depth Dominant Coke Redox Description Texture Structure Consistence Boundary Roots GPDMW _ *Eff#1 " Eff#2 1 0 -1 2 1Oyr2/1 no sil 2fsbk m a 2f 0.5 0.8 2 12 -21 1 none s it 2%bk m cs If 0.5 0. 8 3 21 -31 1Oyr4 /3 none sl 2msbk mfr as - 0.5 0.9 4 31 -36 7.5yr4/6 none Is Osg ml cs - 0.7 1.2 5 36 -71 1Oyr5 /6 none s Osg ml� gs - 0.7 1.2 6 71 -135 1Oyr5/4 n s Osg rill - - 0.7 1.2 Boring # i Boring j1d Pit Ground Surface elev. 98. ft. Depth to limiting factor _- > 12 4" oil S Application Rate Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots - GPD/ft? Eff#1 'Eff#2 1 0 -12 1Oyr2/1 n sil 2fsbk mvfr as 2f 0 0.8 - - - - - -- - - - - -- - - - -- 2 12 -20 10yr4 /3 none sil 2fsbk mfr cs 1f 0.5 0.8 3 20 -27 1Oyr4 /4 none sl 2msbk mfr as 1f 0.5 0.9 - - - - -- - - -- - - - - -- - - -- - - - -- - -- -- -- - -- -- 4 27 -30 1 Oyr4 /6 none Is 1 msbk mvfr cs - 0.7 1.2 5 30-68 1Oyr5 /6 none s Osg ml gs - 0.7 1.2 6 68 -124 1 Oyr5 /4 none s Osg n4 t - - 0.7 1.2 * Effluent #1 = BOD 5> 30 < 220 mg/_ and TSS >30 150 mg/L * Effluent #2 = BOD S mg/L and TSS < �0 mg/L CST Name (Please Print) Signat e: CST Number James K. Thomp Address A.C.E. Soil & Site Evaluations - - -- - - - - D a Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, Wl 54020 4/23101 715 - 248 -7767 p owner Miller, Sam Parcel ID # 040-1039-90-300, ID# Page 2 - of --- 3 F3]Boring # I 6onng 01 Pit Ground Surface elev. --- 97.74 t Depth to limiting factor > 128" in. Soil Application Ratej Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 - Efr;V 1 0-16 1 Oyr2/1 none sil 2fsbk mvfr as 2f 0.5 0.8 2 16-23 1 Oyr3/3 none sil 2fsbk mfr cs I f 0.5 0.8 3 23-32 1 Oyr4/3 none sl 2rnsbk mfr as 0.5 0.9 4 32-36 7.5yr4/6 none Is Osg MI cs 0.7 1.2 5 V-&9 1 Oyr5/6 none s Osg MI gs 0.7 1.2 01; 6 69-128 1 OYr5/4 none s Osg 0.7 1.2 F 4 ] Bonng # Boring Pit Ground Surface elev. 98.04 ft. Depth to limiting factor > 126" in, Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots --- _GPDff- *Eff#I *Eff#2 1 0-11 10yr2/1 none sil 2fsbk mvfr as 2f 0.5 0.8 2 10-17 1 Oyr3/3 none sil 2fsbk mfr cs 1f 0.5 0.8 3 17-30 1 Oyr4/4 none sil 2rnsbk mfr as 0.5 0.8 . 4 :r30 -36 1 Oyr4/6 none Is Osg MI cs 0.7 1.2 5 36-62 1 Oyr5/6 none s Osg MI gs 0.7 1.2 6 62-126 1 Oyr5/4 none s Osg 0.7 1.2 F-5 Boring # Boring 4 ft. Depth to limiting factor >123" in. I IM Pit Ground Surface elev. ----- 98 . 0 -.- Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP - -i *Eff#I *Efl#2 1 0-17 1 Oyr2/1 none sil 2fsbk mvfr as 2f 07.5 0.8 2 17-26 1 Oyr3/3 none sil 2fsbk mfr cs 1f 0.5 0.8 9 D 3 26-35 1 Oyr4/3 none sl 2rnsbk mfr as 0.5 0.9 4 35-41 7.5yr4/6 none Is Osg MI Cs 0.7 1.2 5 41 1 Oyr5/6 none s Osg MI gs 0.7 1.2 - 6 73-123 1 Oyr5/4 none s Osg 0.7 1.2 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 need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. • P_ 3 CO. Hw ,2 (p Vol ■ 50: / © bse/' as �r'ar� lof S N1; Ilei'S����� s Bent o c 7 ..Q.SSum& e lee= lcnozz-' S{ . C ro y x Co . c) I �u y 82 ■ ■ SY { m �4, -�eQ• p �9 N 8 o, o ■ o _ ■ BS ar �Ce `/ I ©/Z c 14#4 &, ,o �'° S y S *r-k rtr /, q 3 • $ �? Try Etc A C 5 3'k 3. /S c R14 hart ,OrWe 3 v - To TAf4.. BioDfffuser Specffications 76" ot 00 0 00 00 00 00 00 00 00 00 00 00 00 0o Qo 00 00 OD 1 : DO DO Do Ol DD Ol 0o Chamber OO OD OD 00 OO OO OD DO OD Height 7F OO DD 00 Ol OO OD OO �� DO OO Dl Ol �� OO QO OO OD DO DO OO Dl� Dl OO Q O DO Ol OD OO OO OO OO OO OO OO OO AN three EkoDiff Aw sizes Can witt►stand H- 10 .loads when tngWW with proPedy Waded Chamber and sOilB'. /�,rT1UH- Height I =of,Oov� is H--14D I The End View EMOOffUW � H -Z0 loads. of ISO of Cover is 34" req. ,, " "20 toads. 4" Knockout Universal End Cap AVC*Clble Sizes I Chamb ; Length 76" 76" 76" Width 34 34 34" Height 11" 14" 16" 01 Invert 6.5 9 11.3 10 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 Number of Bedrooms Design Flow - Peak (gpd) �o Estimated Flow - Average (gpd) Septic Tank Capacity (gal) C So Soil Absorption Component Size (ft 5 F-T z Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) "e Maximum Influent Particle Size (in) Sor-) 1/8 Maximum BOD (mg /L) 220 F ::::-- 9aximum TSS (mg /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service once every 3 years Outlet Filter Inspect once a year and clean at least once every 3 years Soil Absorption Component Inspect once every 3 years 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 se and outlet filter shall be assessed at least once every 3 years by inspection. T e outlet filte shall be cleaned a_ s nec s ,ire 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 for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank for any reason without being in full compliance with OSHA standards for entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. 2 Management Plan for a Septic Tank and Soil Absorption Component Plantings of deep- rooted trees and shrubs directly over�or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. Thy s Bc, 1'cc e)-n Ho t-, c-. ,r- r Ttia_. /a� �r��d �a� aroma w, be vs�� Jis - 3 Yom g G7 L- 3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION IiORM owner/Buyer Mailing Address `- �t O L / 77' r 0 f1 Pro perty (Verification required from Planning Department for new constructi MAW �4 u p s a /q Parcel Identification Number ( DFSCR=ON _ property Locationss M W 1 /4, Sec. T V N - 1 Town of �L D t,v /,, �._ aMivision f. t Lot # =: Ce"Wed Survey Maps Cm y 1? 3 (' — Volume $ Page # S Warranty Deed. # • *7 � . Volume S� � _.. Page # Z Spec house 'I yes ❑ no Lot lines identifiable yes ❑ no i Improper use and maintenance Of Your se pti c system could result in its premature failure to handle wastes, Proper maiatanance consists of primping out the septic tank every three years or sooner, if needed by a licensed pumper - What You Put inn the system can atTect the Nuction of the septic tank as a treatment stage in the waste disposal system. to submit to St. Croix Zoning Department a certification fonn, signed by the owner and by a The property owner agrees to that 1 the on -site was tewatecdispoasl system master plumber, journeyman plumber, restricted plumber ors licensed pumper �g ( ) tic tank is less than er bill of sludge. is in proper operating condition and/or (2) after inspection and pumping (if necessary), the seP Vvre, the undersigned have read the above requirements and agree to maint t of Natural privat R esou r ces , a dispos Wisconsin. nett st set forth, herein, as set by the Department of Commerce and the Dep ompleted and returned to' St. Croix County Zoning Office within 30 Wing that your septic system has been maintained must be c days o three year expiration date. o vn DATE ATURE OF APPLI t . ► knowled I (we) am (ace) the r dwner(s) of ;ewe) that all statements on this form are true to the best of my (our) 8 the descri above by virtue of a warranty deed recorded in Register of Dads Office. DATE OF ' LI •••••• Any information that is mil- represented may result in the sanitary permit being revoked by the Zoning Deputment. •• Include with this application: a py the ce e certified d survey mapRe reference t ismad n the warranty deed STATE BAR OF WISCONSIN FORM 7 - 1998 632796 TRUSTEE'S DEED KATHLEEN H. WALSH DocumentNumbir VOL 1555PAG STGICROIXOCO., WI DANIEL S. SOLBERG AND KARLA J. SOLBERG RECEIVED FOR RECORD 11 -01 =2000 8:30 All TRUSTEES DEED as Trustee of EXEMPT 8 DANIEL S. SOLBERG AND KARLA J. SOLBERC REVOCABLE CERT DOPY FEE: � TTtU ATED P.JrXLL 26, ZUUU - COPY FEE: TRANSFER FEE: 2880.30 RECORDING FEE: 10.00 for a valuable consideration conveys without warranty to PAGES: 1 SAM E. HILLER, A SINGLE PERSON Hcuxt" Arva . Grantee, - - _.....- _.._.. CROIX the following described real estate in County. State of Wisconsin: SAM MILLER j PART 0 F.'THE NWk OF THE NWk AND THE Salk OF THE NWk AND THE P.O. BOX 151 HUDSON, WI 54016 NFh OF THE NWk AND THE NWk OF THE NE AND THE NW OF THE SWk OF SECTION 9, TOWNSHIP 28 NORTH, RANGE 19 WEST, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN AND MORE PARTICULARLY D ESCRIBED AS AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF 040 - 1038 -60 040 - 1039 -60 -000 SAID SECTION 9, THENCE SOO'SO'54 "E ALONG THE WEST LINE OF 040- 1039- 70 -nnn SAIDNWIX 2626.30 FEET TO THE WEST QUARTER CORNER OF SAID Parcel Identification Number JAN SECTION 9; THENCE S00'45'32 "E ALONG THE WEST LINE SWk OF SAID SECTION 9 150.31 FEET: THENCE S56'24'38 "E 70.00 FEET: THENCE N59 ° 15'17 "E 850.85 FEET THENCE ON AN ARC OF A CURVE TO THE RIGHT 102.10 FEET AND WHOSE RADIUS IS 403.00 FEET AND CHORD BEARS N07 "W 101.78'FEET; THENCE N00 ° 21'49 "E 569.05 FEET; THENCE S88 ° 45'38 "W 250.00 FEET; THENCE N00 0 50 1 54 "W 350.92FEET; THENCE S88 ° 57'07 "W 512.29 FEET; THENCE N00 100.00 FEET; THENCE N88 ° 57'07 "E 250.31 FEET; THENCE NO3 ° 10'51 "E 202.31 FEET; THENCE N32 0 19'49 "W 95.25 FEET; THENCE NO2 ° 24'54 "E 136.96 FEET; THENCE S87 ° 34'25 "E 198.63 FEET; THENCE SOl ° 54'33 "W 149.41 FEET; THENCE N89 ° 46'50 "E 148.76 FEET; THENCE S2 ° 27'16 "W 256.95 FEET; THENCE N88 ° 57'07 "E 1065.55 FEET; THENCE N89 ° 12'30 "E 325.61 FEET; THENCE SOO ° 47'30 "E 10.00 FEET; THENCE N89'12'30 "E 554.46 FEET; THENCE NO1 ° 23'32 "E 587.22 FEET; THENCE N55'31'03 "E 651.90 FEET; THENCE N38 ° 09'35 "W 413.25 FEET; THENCE S89 ° 31'02 "W 142.03 FEET TO THE NORTH QUARTER CORNER OF SAID SECTION 9; THENCE S89 ° 12'35 "W ALONG THE NORTH LINE OF THE NWk OF SAID SECTION 9, 2666.45 FEET TO THE POINT OF BEGINNING" SAID PARCEL CONTAINS 96.52 ACRES AND IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. Dated this day of O CTOBER 2000 Q ' -���+1 T � (SEAL) (SEAL) DANIEL S. SOLBER . KAR J. SOLBERG Trust" Tnatee AUTHENTICATION ACKNOWLEDGMENT Signature(s) Slate of Wisconsin, as. Count P 1 before me this authenticated this day of ' day of (�.C�A]ota� the above named TITLE. MEMBER STATE BAR OF WISCONSIN V to (If not. me known to be the person L who ,executed the foregoing authorized by 5706.06. Wis. Suits.) I strument and acknowledge the e THIS INSTRUMENT WAS ORAFTEO BY C otary FUDUC HE YWOOD& CARI, S.C. 204 LOCUST STREET State Q Wiscons HUDSON, WI 54016 Notary Public. State of Wisconsin My commission Is permanent. (if not, state expiration date: (Signatures may be authenticated or acknowledged. Both are riot necessary) • llamas of WAOrr ,yn,ry to any cap,tny m,a Ot typal a printa0 allow IMr,�rwtura. STATE RAN OF WISCONSIN w.,cw,n 1pY dank Co . Inc TRUSTEE'S DEED FORM No 7 - 1998 katwa� was y � •,�q . p i/ m � ✓" � I ` ear / 9t 4. / s! 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