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HomeMy WebLinkAbout040-1283-40-000 Wisconsin Department of C immerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 404950 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)J. Permit Holder's Name: City Village X Township Parcel Tax No: eva Miller Sam I Troy Township 11181- 1283 -40 -000 CST BM Elev: ' Insp. BM Elev: BM Description: 1W.o I (V . o ' A ( .'r = CST a, W* TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Z Benchmark 3 • 3 }S f cz O r Dosing Alt. BM 1 • a• }z ' o� Aeration Bldg. Sewer 9� • /S Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht outlet 8 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 42- / / / Dt Bottom Dosing � Header /Man. t� 9S�1S Aeration Dist. Pipe g•(oy Rs' 11 Holding Bot. System •Z 93, sa PUMP /SIPHON INFORMATION Final Grade `I• yd 94.35 Manufacturer Demand St Cover ^� GPM / � Model Number TDH Lift F ' ti oss System He TDH Ft Forcemain ength Dia. � 77 ell SOIL ABSORPTION SYSTEM (o'gb BED /TRENCH Width t Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS q.;•\ Z ) SETBACK SYSTEM TO 11 l P / B / LDG WELL LAKE /STREAM LEACHING Man turerz, INFORMATION CHAMBER OR Type Of System: 3� l 1 UNIT Modp umbe,C � 6 DISTRIBUTION SYSTEM Header /Manifold lA j xjH!ole Distribution x Hole Size Spacing T to Air Intake Pipe(s) „ •� 1 t 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 is Yes j No i Yes No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: "La5_ 0_2_ Inspection #2: Location: 504 Little Orchard Rd Hudson WI 54016 SW 114 NW 1/4 9 T28N R19W) The Orchard Lot 4 Parcel No: 09.28.19.1598 1.) Alt BM Description = `r f � • 2.) Bldg sewer length = Z`I `� - amount of cover = IS .} Plan revision Req uired? I YesNo , - - - - -- - -- i — Q - Use other side for additional Informatio' n. ' L!�_' - L � - Date Insepctor's Signature Cart. No. SBD -6710 (8.3/97) `- , �a rr bbd .9 �r 'Oo 4 acs a o� 6 st t r V v tl N � o i Safety ud Buildings Division County \ W. ashington Ave., P.O. Boa 7162 201 W W �.�s�onsin . WI 53707 -716 ;� Site Address De rtment of Commerce 3 a Xv-t•- 11R7 Nu mbe r Sanitary Permit Application s• 1s-0 In eoead witY Comm 8321, Wis. Adm. Code, personal informacon You Provide ❑ Cbmi if Revision ma be sited for Pri Lew s15.04(14m) Stale plan I.D. Number L ApOi=dan Iaformadoo - PMw Pdd All Int IV RE ED Puce! Number 4 properpt,pwner's Namia 3 ' ?� b 00 (LL rl___ Property Location Property owmes waft A4dnas 5C. ) ,t IV Q 1 I (�4X �; � �,• � ST. CROIX COUNTY k� • S I T o` N R E � Lot Number B � l 9' Cam. State zip SLbdivision Name CSM Number tME 2c v��z n �Y83 t.o Ocity II. Zyp. of BWIdW9 (Cbeck Alt that Apply) t' V I or 2 Famft Dwelft - Nut" of Bedroom 7 ❑Village Pub WCommetew - Describe Use owusbi lZ• 0 Nearest I te Stan.owmd _ s 1 �,� r4, 3 X Cr 3,75 R EN�f/ S �oc� scheme for Internal fee). Costtplete line B f' applk�bk) III, Ty" of Permit: (Check only one box on line A (numbering or County use A. 1 Nov 2 ❑ R Sys 3 ❑ �POL o[ 6 ❑ Addition to Tank ool sum stem Permit Number Date Issued a. ❑ deck it Sanitary Permit Praviouab� Tatted IV. Type of Permit: (Cheek all that apply)(ni mbecing scheme is for internal use) 3 " C 0 ns u te 2 S rpmd 210 Mound 47 ❑Sand Pilfer SO ❑ Constructed Wetland 44 Non - Ptaeuci:aed >a� � IQ'G� 41Q nnr � � 4a ❑ sioPk Pass s 1 ❑Drip Line 22 Prewrimd 45 ❑ At-G aft , , u°'t 49 O Rx' 30 ❑other V. t Area Information: Percolation Rate m Elevation Final Grade Area Dispersal Area Soil Application Elevation Design Flow (� Proposed Rare(Ga4t./Days/Sq.Ft.) (�.�) � ; ' v l C, -�,00� I � (� 00 Sd 0 F 1 L G z A 2- Prefab Site Steel Fiber Plastic in Total Number tuor Glass VL Talc Info Galloons Gallons of Tank Concrete Constructed New 'Wsdq anhz Tank _ savoo or ltoldln T _ / Z !.a _�.L _�S '"� r 2 Dosl°g Cbmtber Zs1: A` - I n ._.. L T L` R. ) VII. R bili Statemtnt- 1, the ti;d. :r:L�+t, ' A e attach po'osibiliiy Lutallsution of the POWTS shown on Wed one Number /MFRS Number Business Phone N Plumber's Name (Print) /A 3 7 � te Plumber's Address (Street. City. SMIX- Zip "' ) VIII. Count /De ent' Use OnIY te ]suing Agent Signature (No Stamps) Sanitary Permit Pee (iacludcs Groundwater Da Iuuod 'R Approved ❑ DisWroved surchuge Fee) 6D ❑ owner Given Initial Adverse 22 S . Determination nn nn I%. Cooditbne of A proval/iteasom for Disapproval aj pa, - b�. , e , awl lar tbm i a ll lacba Y size Anaci ump� P� qo the Coa�t7 oWl) ter floe s7soem MPr* • C^'� •6398 (R. 0511" N NJ 1 � as � tjo r t Zt Y • 'J 0 i 4 M_ I V ( � 1 AJ Ii � - fA - 1 1382 W Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations County Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must S t. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and p - 1 D percent slope, scale a dimemsions, norms ` on and distance to nearest road. 04 1039 -9 0 -300, ID09.28.19.134D Please / p ad inferrr 0cfn t ~� R gy Date Personal information you provide ay be used for sewn ary purpo3es (Efiwahy Law, s. 15.04 (1) (m)). Property Owner Property Location ` f �`,� °, Govt. Lot N W 1 /4 SW 1/4 S 9 T 28 NR 19 W Miller, Sam _ _ t� _ _ Lot # Black # Name or CSM# Property Owner's Mailing Address J ; Subd. P.O Box 1 51r`r } _ 4� — - -- _ Plat Of Mi Orchard — City - -- - -- -- State Z Code mber City _; village N Town Nearest Road Hudson WI 1 54016 ^�' 15) 38EI-2 9 Troy I Little Orchard Road ✓j New Construction tior Use: Residential / Nurrer d bedroorns _ 4 - Code derived design flow rate 600 GPD `I Replacement Public or comrtiercial - Describe: Parent material Glacial outwash —_ Flood plain elevation, if applicable na _ I - - General comments and recommendations: Recommend installing 2 trenches at Tx 90.625', using 29 high capacity BioDiffuser infiltrator chambers at system elev. = 93.50'. ❑ Boring # 1 Boring i+' Pit Ground Surface elev. _ 99.52_ ft. Depth to limiting factor __? 1321 "____in. Sod Appracation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W *Eff#1 *Eff#2 1 0 -16 1O /1 none sil 2fsbk mvfr as 2f 0.5 0.8 2 16 -29 1Oyr3 /3 none sil 2 fsbk mfr cs 1f 0.5 0.8 3 29 -34 1Oyr4 14 none sl 2msbk mfr as 1f 0.5 0.9 4 34-40 7.5yr4/6 none Is Osg ml cs - 0.7 1.2 5 40-66 1Oyr5/6 none S Osg ml gs - 0.7 1.2 - - -- — — — — �o 6 66 -132 1 Oyr5 /4 ' — none s Osg —r K t - - 0.7 1.2 Boring Fil # 0 Boring 1I Pit Ground Surface elev. 9 8_ .71_ ft. Depth to limiting factor _— ? 1 2 —in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GPD/ft? _ *Eff#1 *Eff#Y2 1 0 -15 1Oyr2/1 none sil 2fsbk mvfr as 2f 0.5 0.8 - � none sil 2fsbk cs 1f 0.5 0.8 mfr 2 15 -25 10 _ _ _ 3 25 -31 10yr4 14 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 -58 1Oyr5/6 none s Osg ml gs - 0.7 1.2 6 58 -129 1Oyr5/4 no ne s Osg M f - - 0.7 1.2 * Effluent #1= BOD , 30 < 220 mg/L. and TSS >30 < 50 mg/L *Effluent - BOD 30 mq(L and TSS <30 mg/L CST Name (Please Print) Signature: CST Number Ja mes K Tho --r _ 3602 Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 4/23/01 715- 248 -7767 � 3� p Owner Miller, Sam Parcel ID # 040 - 1039 -90 -300, ID# Page 2 of 3 3] Boring # J Boring h to li miti ng factor > 126" in. Pit Ground Surface elev. 9 9.31 ft. Deft n9 - Sal Application Rate, Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots __ - M *Eff#1 - Eff#2 1 0 -16 1Oyr2 / no so 2fsbk mvfr as 2f 0.5 0. 8 2 16 -27 T 1 Oyr3I3 none sil 2fsbk mfr cs 1 f 0_5 0.8 3 27 -33 1Oyr4 /4 n one sl 2msbk mfr as 1vf 0.5 0.9 4 33 - 38 7. none Is Osg ml cs - 03 1.2 r 5 38 -63 1 no s Osg ml gs - 0.7 1.2 L 6 63 -126 10yr5 /4 none s Osg YK ( - - 0.7 1.2 Bori F 4 Boring # ng Pit Ground Surface elev. _. 99.2 ft. Depth to limiting factor >12 7" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0 -18 1Oyr2 /1 none sit 2 mv as 2f 0. 5 0.8 2 18 -32 1 Oyr3 /3 none sil 2fsbk mfr cs I- 1 f 0.5 0.8 3 32-40 1Oyr4 /4 none sl 2msbk mfr as 1vf 0.5 0.9 4 40-44 7.5yr4/6 none Is Osg ml cs - 0.7 1.2 5 44-61 1 Oyr5 / 6 none s O ml gs - 0_7 1.2 6 61 -127 1Oyr5/4 none s Osg yrt - - 0.7 1.2 F51 Boring # _j Bce� -9%-8-1--ft- D limiting tor 128" i I Pit Ground Surface elev. epth to mg fac > n. Soil Applies Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots SP__01tL -_ *Eff#1 *Eff#2 1 0 -17 10yr2 /1 none s il 2fsbk _ mvfr as 2f 0.5 0. 2 17 -27 1 Oyr3 /3 no sil 2fsbk mfr + cs 1 f 0.5 0.8 3 27 -33 1Oyr4 /4 n sl 2msbk mfr as - 0.5 0.9 4 33 -40 7.5yr4/6 none Is Osg mi cs - 0.7 1.2 5 4 1Oyr5 / n one s Osg ml gs - 0. 7 1.2 6 65 - 128 1 Oyr5 /4 none s Osg rK 1 - - 0.7 1.2 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD <30 mg/L and TSS <30 mg/L The Department of Commence is an equal opportunity service provider and employer. If you need assistance to access services or need material m an alternate format, please contact the department at 608 -266 -3151 or TTY 608- 264 -8777. 3 0r3 ■ Sri,'/ 065er'4 c- � rr-- � �� r✓ -' - Ile / 5 0,c/ta�o� p Sec.9, Tn. of T oy, Lf . A ,rt_ : T,a of 3 4 I'l6bar. _boo. X18. �x a rK _ro�o o f' 3 /B ,-ebar. A s.s urned /ca _Q Q 0 8: ■ g2 0 - � w ■ 63 System /'e0. Z t ■ ■ c�8,0 q�p A X138.2 c ,2 1`r� 5 3 ��' 3, '7,S` / .S` 19t+m & OWe •� 3 a - 7a - r"� c. BioDfffuser Specffications 4 76" 00 00 00 � o Chamber Height M ::a 2lL=J 0 o 00 00 00 0o two All three BioDiffuser sizes can withstand H- 10.1oads when inst&W with RroWy graded Chamber and ed soils. A. mini- Height :of co 4s req 4 H- 10:Ipa0s- The End View 14! BkQ11fuW i is d Ojor H -20 loads. A mi rn of 18' of cover is 34° regorgd ,f r,, H•20 loads. 4" Knockout I Universal End Cap Avc*c ble Sizes Ch ; Length 76" 76" 76" Width 34" 34" 34 Height 11" 14" 16" v 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 S� Number of Bedrooms Design Flow - Peak (gpd) <a© o Estimated Flow - Average (gpd) O Septic Tank Capacity (gal) / - z_. 5 - 0 Soil Absorption Component Size (ft S / F Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) & I - L 5 5_31 Maximum Influent Particle Size (in) — _�) 1/8 Maximum BOD (mg /L) 220 Maximum 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 filt shall be cleaned as nec ,�ns�e " 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 diffiopult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the i no longer used as a POWTS component. tanks g p 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. T h; s �I t!ovs� -. TA a-- K __ �Q-� . d Al � 4 c (ice LV 1 b�. �3 � G � 1 S�S / his - 3 Yom g �9 Z- 4 ZO fi 3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION DORM Owner/Buyer I- L Mailing Address 4,0 pro Address Ply (Verification required from Planning Department for new construction) ` y p S o /q / Parcel Identification Number d y o - r ^ `f� - 6 COO clt ,� _ i F[ AL D c'REMON Town of 2 t7 Property Location =' / +. ='/+, Sec. . T N - � .� ,&"ivision t_ C PA 1(4 Lot #_. i Page # Cerdiled Survey Map # Volume 3 (� t , S w arranty Deed # Volume s' pa # ._• Spec Douse D yesl] no Lot lines identifiable yes o no SYSTEM MADMANO i Improper use and maintenanceof your septic system could result in its pematue failure to handle wastes, Proper mai system consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Th owner agrees to submit to St. Croix Zoning Department a certification form, signed b e u that 1 the on -site muter plumber, journeyman plumber, restricted plumber or d pump p venfyuag if accessary), the tic tank is less than 1/3 flail of sludge. is in proper operating condition and/or (2) after inspection and um in ( Uwe, the tmderaigaed have mad the above requiretnents and agree to maintain the private sewage d isposal S� a of Wisconsin. he st a set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, Office within 30 stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning ' days three ear ex iration date. 4 /� a DATE f A OF APPLICANT { �nuR t^RRTIFI .- I ewe) certify that all statements on this form are true to the best of my ( our) f De Office I (we) am (are) the �swtaer(s) of nvF. me de 'bed above y_ virtue of a warranty deed recorded in Register o f 0 31 DATE "A ' P •••••• Any information that is mis- represented may result in the sanitary permit being evoked by the Zoning Department. •• Include with this application: a copy f the art certified survey map Re g i ster reference is made in. the warranty deed STATE BAR OF WISCONSIN FORM 7 - 1998 632796 TRUSTEE'S DEED KATHLEEN H. WALSH Doc~ Ntrrrbw - VOL 1555 PAGE 323 ST. CROIXOCO., WI DANIEL S. SOLBERG AND KARLA J. SOLBERG RECEIVED FOR RECORD 11 -01 -2000 8:30 AN TRUSTEES DEED BS Trustee of EXEMPT 0 DANE S. SOLBERG AND KARLA J. SOLBERG REVOCABLE CERT COPY FEE: TR UST ATED APRIL 26, 2000 - COPY FEE: TRANSFER FEE: 2151110.30 RECORDING FEE: 10.00 for a valuable consideration conveys without warrant to PAGES: I SAM E. HILLER, A SINGLE PERSON Rocrxdnp Area Grantee, the following described real estate in County. 'Name and Return Address State of Wisconsin: SAM MILLER j PART 0 F.THE NWk OF THE NWk AND THE SIN OF THE NWk AND THE '' HUDSON. WI NEk OF THE NWk AND THE NWI% OF THE NElt AND THE NWk OF THE SWk OF SECTION 9, TOWNSHIP 18 NORTH, RANGE 19 WEST, TOWN OF TROY, ST. CROIR COUNTY, WISCONSIN AND MORE PARTICULARLY--. - DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF 040 - 1038 -60 040 - 1039 -60 -000 SAID SECTION 9. THENCE 500 "E ALONG THE WEST LINE OF 040 - 1039- 7n - nnn SAIDNW 2626.30 FEET TO THE WEST QUARTER CORNER OF SAID pave Rio" N+iie« Imo SECTION 9; THENCE S00'45'32 "E ALONG THE WEST LINE SA OF SAID SECTION 9 150.31 FEET: THENCE S56'24'38 "E 70.00 FEET: THENCE N59 "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 N07'32 "W 101.78 'FEET; THENCE N00 "E 569.05 FEET; THENCE S88 "W 250.00 FEET; THENCE N00'5O'54 "W 350.92FEET; THENCE S88 "W 512.29 FEET; THENCE N00'50'54" 100.00 FEET; THENCE N88'57'07 "E 250.31 FEET; THENCE NO3 ° 10 1 51 "E 202.31 FEET; THENCE N32'19'49 "W 95.25 FEET; THENCE NO2 ° 24'54 "E 136.96 FEET; THENCE S87 °34'25 "E 198.63 FEET; THENCE SO1'54'33 "W 149.41 FEET; THENCE N89 ° 46 1 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 "E 554.46 FEET; THENCE N01'23 11 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 NA 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 OCTOBER 2000 X9,2,jz i• Q I ,✓ (SEAL) - -`� (SEAL) DANIEL S. SOLBER KARLA J. SOLBERG Tnw« Thatee AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, , ss. Count. GIy y famt before me this day Of I. authenticated this day of 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 S706 06. Wis. Scats.) I stfument and acknowledge the apse THIS INSTRUMENT WAS DRAFTED BY I C OtOry FOR H EYWOOD& CARI, S.C. 204 LOCUST STREFT _ Srnte f W{SCORS HUDSON, WI 54016 Notary Public. State of Wisconsin My commission Is permanent. (if n t, state expiration date: (Signatures may be authenticated or acknowledged. Both are not !:I:= (- ;; /nQ� ) necessary) - . N.mn of penom sl8nir S in any capacity mist in typed or printed Oslow their slarrsture. TRUSTEE'S DEED STATE BAR OF WISCONSIN W.sconsn Legal elw% Co.. Inc FORM No y - 1998 sww•srn.w. We ' t C;) a •:r� ,,t L. 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