Loading...
HomeMy WebLinkAbout040-1283-60-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT sanitary Permit No: 395157 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)]. Permit Holder's Name: City Village X Township Parcel Tax No: Miller, Sam I Troy Township 040- 1283 -60 -000 CST BM Elev: Insp. BM Elev: BM Description: r CST-6 r TANK INFORMATION U ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM 0- &2 M - 9 t Aeration Bldg. Sewer q 916 -1 6 f . Holding St/Ht Inlet 3� 9 TANK SETBACK INFORMATION St/Ht Outlet � • TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic t / Z I / Dt Bottom Dosing Header /Man. 6 , L.8 S r Aeration Dist. Pipe S S � Holding Bot. System is q . ` 5 v I � PUMP /SIPHON INFORMATION Final Grade S to (oD Manufacturer Demand St Cover a bZ D 5 gf GPM D Model Numaer S TDH Lift cti oss System Head TDH Ft Forcemain ngth 'a. Dist. to Well SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 / CJ3• ¢� Z SETBACK SYSTEM TO P/L BL WELL LAKE/STREAM LEACHING Manufacturer: _ CHAMBER OR g [ D 1 { J - ' INFORMATION Type Of System: �— UNIT Mod Numbe g / I u `Zo [tom DISTRIBUTION SYSTEM y Header /Manifold N Distribution x Hole Size Spacing Vent to Air Intake Pipes) > / �O Length 1L Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center BedlTrench Edges Topsoil -�r• Yes [] No (] Yes [p] No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: 7 25 / 2 rb Z Inspection #2: Location: 508 Little Orchard Road /� Hudson, WI 54016 (SW 1/4 NW 1/4 9 T28N R 19W) The Orchard pp�,P�arcel No: 09.28.600 1.) Alt BM Description = k 0 "? l �JC t I -- 2.) Bldg sewer length = Z ) amount of cover => 36- Plan revision Required? �# Yes No 2- Use other side for additional information. _ / ' Date Insepctor's Signature Cert. No SBD -6710 (R.3/97) step and Buiwins: ate" commo 201 W. WaditWa Ave.. P.O. Box 7162 S N vIswnsin . � 53707 � �$" � „-� ©w-=6l De srtment of Commerce snmq Peetaic Number Sanitary Permit Application, ..-., �; 39 l s� •� `�, i[ i;evbiaa Ad.. Code. � ., 0 check I e000t�d wii Comm 53.11. Nr. P � .is. 1 m < � �" be wed for Sae Plan LD . Num ber L AppftWw mtar.erw - trtl.. rrrt A>s Iedoetta le . R .. = petal NwOw q, O Oeraer"e Name 1'1/1 � � > Leaeion '' l �j Addnea 1. �Ol1NTY c�1�r S ws A S / T z �N R� s` CMG Let Number Bbek Number . Zip Cade \ : / -kbm Ntmtber , ". Ciq. BYee / �' S� !,�� r. me � R^ N Number 5 y�l 3g�3' EL T7pa d Beef (do* all dug .pp4) ' m 1 Padbr DwdHw9 ' Number d Hedtoama 0VB1esa Q PablieKbmoOeiaW - D _ ao . F z Neow Rod 0 ulna Ow" Ffi i4#1,� Drwi A0 R .� 7 eOc BI-c '7 s t, �7. New . ow baz an Use A Ou "aft Bc far � UP)' �P� tlse B H app>kabM) ML Type d leeOOtD (Cwek ab K Canoga A. 1 New 10 lReplmenwm symm 3 0 d 6 0 Addidoa N Twk Ody Dees leased I B. 0 Cbeet it Seawy Permit P b d Peemie Number Iv. d rrem�s (cw* on d*kd N-prbN .c6em. r for rtnnut use) b . G w. p �✓ S I S' N ?� 110 ldaud 47 0 Send Pinter so ❑ cotutroced e wtbud 44 Nee - Pnameird Io4o� 48 O simsk Pan 510 Drip Lim n Pmweimd tn4haaod L r.acK 410 Howie Tack 4s 0 Aosade 46 ❑ Ac lteatmeee Unit 4913 30 ❑ odxr v. Area � Di:peral Area soil Application Perwltion Mare sy,eem >3bva<ion Mradw ' (� °t Ptupowd . Baoe(Dala./Daye/Sq.i�t) (Mio /IoeW �r " S � i ♦ t Z �-- 1, S 0 0 Sao . Predb ON seed pwdc ' VL Talc Into ' is alb a T M c000eeee C°°anw°d ohm (lalloae • !kw lbdeele{ ,epic er iloliisa •Gek - d W Dodos cr.eber VII. _ 1, do eer.oe ter d am POW15 ebown as Plunge Number IdplldpRS Number 1 plumber" o Nam MUM pwUer • sianwre'(/ � Z � g 3- � 3 C/O t� y E lYl `Do Pbtmber'e Atldraa (Sweet. Ciey. sae. Zip Cade) 1470 N0 NT.E/L FID p!! only o std) S Pertoi< Fa ( (3rotmdM,seer Dace homed 0 Dimppr ner Surcbarse Pea) 0 ow Olm IWW Adverse 2 Z 5 . K*Vd ct Lr-+� ece,�^ Awe► a.p1rM rlme M tM c«�4 +4) t>r 4� r rMr .ec eeea rise W3 s u lee►w Y dae SAD .6399 (R. 05 /01) 5 1384 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 89, Wis. Adm. Code A.C.E. Sal & Site Evaluations County Attach complete site plan on paper not less-ttian 8 A 11 inches in..size. Plan must St. C roix include, but not limited to: vertical and p6iizontafreference pant (BM), &ection and - D. - -- percent slope, scale or dimemsions, and location and distarift to nearest road. Parcel l D 040 - 1 - 90 - 3 00, ID #9.28 Please , nt ail infdrrld n. - - - 1TT r . ; By Date Personal information you provide nV y be used foTi aoudary purposwoAacy Law, s: 1 .04 (1) (m)). Property Owner q ' Property location Miller, Sam ', ' ; ` ,. t Lot SW 1M N 1/4 S 9 T 28 N R 19 W _[ i Property Owner s Mailing Address ot # Block # Subd. Name or CSM# P.O_ Bo 151 6 Plat Of Miller's Orchard City State Zip Code Phone Nu" '\+ City village r Town Nearest Road Hudson WI 1 5401 (715 ' 8. �i769 Troy Little Orchard Road 0 New Construction Use: 6M Residential / Number of bedrooms 4 -- Code derived design flow rate 600 GPD Replacement I Public or commercial - Describe: Parent material Glac ial ou twash - -- - - -__ -- -- - 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. = 91.50'. Boring # - i B mn9 0 Pit Ground Surface elev. 97- 00 Depth to limiting factor - > 139" in. Sob Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF `Eff#1 "Ef1#2 1 0 - 38 10yr2 11 n I 2fsbk mvfr gw 2f 0.5 0.8 2 38 -51 10yr4/4 none sil 2ms mfr cs If 0.5 0.8 3 51 -56 1Oyr4 /4 f2d 7.5yr5/8 sil 2msbk i mfr as - 0.5 0.8 4 56-69 7.5yr4/6 none Is 1msbk ml cs - 0.7 1.2 5 69 -91 _ 10yr5/6 none s Osg ml gs - 0.7 1.2 Ida/ 1O"" 6 91 -139 1Oyr5 /4 none s Osg I� - - 0.7 1.2 Redox concentrations associated with greater matric potential of silts and are not indicative of groundwater saturation. Comm. 85.30(3)2 applied to discount rdox. features as limiting factor. F 2 1 BoriN # _j Boring 01 Pit Ground Surface elev. 97. 85 ft. Depth to limiting factor -_ > 142" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G PD /ft 'Eff#1 I - Eff#2 1 0 -15 10yr2/1 none I 2fsbk mvfr gw 2f 0.5 0.8 2 15 -31 1Oyr4/4 none sil 2fsbk mfr cs if 0.5 0.8 3 31 -39 1Oyr5 /4 none sil 2msbk mfr as 1f 0.5 0.8 • `` 2 t 4 39-44 7.5yr4/6 none Is 1 msbk ml cs - 0.7 1.2 5 44 -86 1Oyr5 /6 none s Osg ml gs - 0.7 1.2 6 86 -142 1 Oyr5 /4 none s Osg M / - - 0.7 1.2 " Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 150 mg/L ` Effl #2 = BOD < 30 mg/L and TSS <0 mg/L CST Name (Please Print) Signal CST Number Jam K . Tho 3602 Address A.C.E. Sal & Site Evaluations D e valuation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 4/23/01 715- 248 -7767 138( property owner M iller, Sam Parcel ID # 040- 1039 -90 -300, ID# Page 2 of 3 F3 ] Boring # J Boring -- > 139" - Pit Ground Surface elev. _ 96.7 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIW *Eff#1 *Eff#2 1 0 -16 1Oyr2I1 non I 2fsbk mvfr gw 2f 0.5 0.8 2 16 -28 1Oyr4 /4 none sil 2msbk mfr cs 1f 0.5 0.8 3 28 -37 1Oyr4 /4 none sl 2msbk mfr as 1f 0.5 0.9 4 37 -39 7. none Is 1 msbk ml cs - 0.7 1.2 5 39 -80 1Oyr5 none s Os ml gs - 0.7 1.2 6 80 -139 1Oyr5 /4 none s Osg M � - - 0.7 1.2 41 Boring # J Boring 6 Pit Ground Surface elev- - -- -- 97.63 ft. Depth to limiting factor > 130" in. III Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G = *Eff#1 *Eff#2 1 0 -12 1Oyr2 /1 no ne I 2fsbk mvfr g w 2f 0.5 0.8 2 12 -23 10yr4 /4 non sil 2fsbk mfr cs 1f 0.5 0.8 3 23 -32 10yr54 _none sil 2msbk mfr as 1f 0.5 0.8 4 32 -38 7.5yr4/6 none Is 1 msbk ml cs - 0.7 1.2 5 38 -83 1 none s Osg ml gs - 0.7 1.2 6 83 -130 1 Oyr514 none s Osg art I - - 0.7 1.2 Boring # Boring - tl Pit Ground Surface elev. _ 97 .11 ft. Depth to limiting factor >138" in. Sod Application Rate Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots -_ GPDIft= __ *Eff#1 *Eff#2 i 1 0 -32 1Oyr2 /1 none I 2 f sb k m vfr gw 2f 0.5 0.8 2 3242 1Oyr4/3 no sil 2msbk mfr cs 1f 0.5 0.8 3 42 - 50 1Oyr514 none sil 2msbk mfr as 1f 0.5 0.8 4 50 -57 7.5yr4/6 none Is 1 msbk m l cs - 0.7 1.2 5 57 -86 1Oyr5/6 none s Osg ml gs - 0.7 1.2 6 86 -138 1 Oyr5 /4 none s Osg tuft - - 0.7 1.2 * Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 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. � /ems - s'9• z S. ' F>- OL -krna� le OmA rl: �o -o � o 33 h" ■ K o t.T O A ,f no 5 /op� 5ys -(cm Area ■ gi a� ti Off - S�A LIE 'l'ct tai _ .1.76,15' — Sy sTq.y E1:g1 oW � -I Zg3-lao_ aoo �r m 0..1,40' "Top obi R6►�3 #2 0'a 4• � it N 14 3 3 to 2= Tr�E N eKE 3 o r i3• p wl ZA 8 EL f1 !Do 4?dGF �3 Z I w �► ti 9 v ��' A 501 /17!,11 jf /L. Z67 Sr $ Poe ,##X rD RD 7,o 7& r& Bi oDiffuser•e • • 76° o0 00 00 00 0 00 0 00 00 00 00 00 00 00 00 00 oi oo . OD 00 Ol 00 � OO DD DO �o Chamber OD DO OD 00 OD OO OD OO oo Height OO OD OO OD OD OD OO DD OD O �� o OD o DD o Ol OD OD OD OO Ol DO Ol Old OD 00 O Di OD OO O 00 O�7 All three BWAxW elm can - -- withstand H•10.1aads 1Mkw installed with properly gf'aderd Chamber and compacted seals. A mini Height mum of 12" of cover is required:for H -10 loads. The End View 14 High Capacity BioDiffusef is desigm W for H -20 loads. A minimum of 18' of cover is 34" r,ogo* 49r, Ma20 1940s. I 4" Knockout Universal End Cap Avcalable Sizes Di mens ' ions Standard Capacity Capacity Length 76" 76" 76" Width .34" 34" 34" Height 11" 14" 16" Invert 6.5 9 11.3 10 t► 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) Q'o Estimated Flow - Average (gpd) YCM Septic Tank Capacity (gal) i ?_& 0r 4 Soil Absorption Component Size (ft - S Type of Wastewater Domestic uM„I Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) �+ as Maximum Influent Particle Size (in) 1/8 p 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 septi and outlet filter shall be assessed at least once every 3 years by inspection. The utlet Tilt shall be cleaned as necessa e p roper operat The filter cartridge shou 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 L Management Plan for a Septic Tank and Soil Absorption Component filter is equipped with an alarm, the filter shall be sdrviced 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 eve three ears. The inspection h ll include recording the levels of ondin if an in every y shall g p g, y, 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 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION OORM Owner/Buyer S 14 t7 M / L LEA - Mailing Address Address S L ; 7r 1�-- Property : (Verification required from Planning Department for new construction) City 4 4.) Q 1l( LA) i Parcel Identification Number r r wr s -r, DESC tLiM_'tON Property Locations ". '/4, LY. ' /a, Sect., T L t N-R110, Town of L 1.4 r4 A . Lot # �ttbdivision � N' 6 - � �- - Certttied Survey Map # 4 `f $ 3 40'0 . Volume 1 Page # Warranty Deed # ! 3 �') �! !a . volume S iSS` , Page # 3 Z 3 Lot lines identifiable) yes 13 no Spa house 'ayes C3 no / ` i u � and msinten ' of pore septic system could result in its premature failure to handle wades, Proper maintenance consists of pump ou t the septic tank every throe 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 artment a certification form, signed by the owner and by a T!n property vaner agrees to submit to St. Croix Zoning Dep that 1 the on -site waatewaterdisposal system master plumber, journeyman plumber. restricted plumber ora licensed pumper verifying ( ) is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 llrll of sludge. Uwe, the undersigned have read the above r+e bements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set bythe Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification statin that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Off a within 30 g dathe three te. 7 P / / l � I DATE OF (&PPLICANT .R .RTiFICAIMM '.4 V <we) certify that a(i statements on this form are true to the best of my (our) knowledge. I (we) am (are) the Vwner(s) of a a warranty deed recorded in Register of Deeds Office. DATE %IM A R TURE OF ' LI 0 * 0 *•• Any'information that is mis- represchted may result in the sanitary permit being revoked by the Zoning Department. •••••• Incl with this ap a clamped warranty deed from the Register of Deeds office 0 • Inch pP a copy of the certified survey map if reference is made in the warranty deed { .p g STATE BAR OF WISCONSIN FORM 7 - 1998 63�79t6 TRUSTEE DEED KATHLEEN H. WALSH DOCUnweNun Wer VOA 1555PA6E ST. CROIX DE E DS ..- -- .•_ -... DANIEL S. SOLBERG AND KARLA J. SOLBERG AECEIVEI FOR RECORD 11-01 -2000 1 AN TRUSTEES go as Trustee of EXENPT.1 DANIEL S . SOB A J. SOLBERG REVOCABLE MRT COPT FEES TRUST DATED APRIL 26. 20OT - COPY FEE: TRANSFER FEE: 2610.30 RECORDUI6 FEE: 10.06 for a vat le constdendon con without warrant to PAGES: I SA11 E. MILLER, A SINGLE PERSON y Fktcaroap Grantee. . -_.�: _.._ .. Are .... , .. the following described mW estate In ST . County. l Num and Raw Adtlreu State of Wisconsin: SAN HILLER PART OF-THE NW% OF THE NA AND THE SWII OF THE NWk AND THE y P.O. BOX 151 HUDSON, WI 54016 NElI OF THE NLfI AND THE NWk OF THE NEk AND THE NWk OF THE SW>t OF SECTION 9, TOWNSHIP 28 NORTH, RANGE 19 WEST, TOWN OF TROY, ST. CROIX 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 SOO'50 6 #E ALONG THE WEST LINE OF 040- 1039- 70 - onn SAIDNWk 2626.30 FEET TO THE WEST QUARTER CORNER OF SAID Pat Iddr*110811cnN~ cal SECTION 9; THENCE SOO'45'32 "E ALONG THE WEST LINE SWI OF SAID SECTION 9 150.31 FEET: THENCE S56 "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 588'4538 "W 250.00 FEET; THENCE N00 6 50 1 54 0 "W 350.92FEET; THENCE S88 0 57'07 "W 512.29 FEET; THENCE N00 100.00 FEET; THENCE N88 ° 57'07 "E 250.31 FEET; THENCE NO3 0 10'51 "E 202.31 FEET; THENCE N32 0 19'49 "W 95.25 FEET; THENCE X02 ° 24'54 "E 136.96 FEET; THENCE S87 0 34'25 "E 198.63 FEET; THENCE SO1'54'33 "W 149.41 FEET; THENCE N89 0 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 0 12'30 "E 325.61 FEET; THENCE S00'47'30 "E 10.00 FEET; THENCE N89'12'30 "E 554.46 FEET; THENCE NO1 ° 23'32 "E 587.22 FEET; THENCE N55 "E 651.90 FEET; THENCE N38 0 09'35 "W 413.25 FEET; THENCE S89'31 "W 142.03 FEET TO THE NORTH QUARTER CORNER OF SAID SECTION 9; THENCE S89 ° 12 1 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 OC TOBER 2000 ° S (SEAL ° Jl � (Sm i r DANIEL S. KARLA J. SOLBERG Tom» I nside, i AUTHENTICATION ACKNOWLEDGMENT Slanature(W State of Wisconsin, as. Count. P By came before me this day of authenticated this day of the above mined i TITLE: MEMBER STATE BAR OF WISCONSIN v 0 to (If not. me known to be the person L who Executed the foregoing authorized by 5706.06. Wis. Sots.) I trument and acknowledge the e TWS INSTRUMENT WAS DRAFTED BY C Off1ly H EYWOOD& CARL, S.C. 204 LOCUST�STREET _ Stefe at w4conAn HUDSON, WI 54016 Notary Public. State of Wisconsin My commission Is permanent. (If t, state expiration date: (Signatures may be authenticated or acknowledged. Bah are not � ) necessary) • tame of penmr Many in 4 " eap °• W typed or printed IMow thew slaneture. TRUSTEE'S DIED STATE BAR OF WISCONSIN vh~sa t.pY (Menu Co.. eta; FOAM N9 7- IOU = ue+wa�Aee. Wu 00 0-0- 1 1 •,4 ,� In Y �' p` Yt •\ q ' �\ 3.Zf.t Llb1 .ZZ'LK _ r ` r Y O B cy , _ • t LO U � � Y� ^ e w, rc v CD Y 0 LO - -- 2k a a; " r• � _ � E r• z o .:x 'a x A O � O v tY . , a • ~ v 1' a s 3 xs a S� ae sY F f Y CT3 M a LL Z3 J a " `;, tee' Q 00 M 0 • ���� / f \♦.fit ` � N \ � y V NO �,' I �� • is. �ooH .ue•s vt �.„�� •s• - - `� � / , 'f p r.f,.fttos r..t.ocoo•.caocc $^ a � � N ,RY :� •'114, a / .` • . mo «•_" � O Ir �r A p N \s4 yt iy� ' • 0 1� �r •J ` �t 7YY� ty,. � nM 1 7/e1f % L yy rOl�7f r/, rr f0 frll lt} 6 x . •s • 3s� tS)r o; -+cs J � 7.rSAC005 p•1L21 LOSPIM CC KIN