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HomeMy WebLinkAbout040-1286-80-000 ST. CROIX COUNTY WISCONSIN ZONING OFFICE B I N 9 0 N N N N ST. CROIX COUNTY GOVERNMENT CENTER - 1101 Carmichael Road Hudson, WI 54016 -7710 (715) 386 -4680 FAX (715) 386 -4686 Thursday, April 25, 2002 Sam Miller 495 Apple Pine Circle Hudson, WI 54016 Regarding septic inspection for Sam Miller. Location of Property in St. Croix County: i Municipality: Troy Township Subdivision or Plat: The Orchard Certified Survey Map: Lot: 28 Address: 495 Apple Pine Circle Dear Applicant: A septic inspection of the above reference property was conducted on December 20,2001. This property is located in the NW 1/4 NW 1/4 of Section 9, T28N R19W, The Orchard (Lot 28), 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. Sincerely, e vin � Grabau Zoning Staff i cc file Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 399528 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan I 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 - 1286 -80 -000 CST BM Elev: Insp. BM Elev: BM Description: � � ((�� ,� _ f OT-at . �'� - �'� C5 KAZ \ aaA WAA ' — UGC TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic � a Benchmark wit, 1 Dosing Alt. BM MHold Bldg. Sewer `/ SUHt Inlet TANK SETBACK INFORMATION St/Ht Outlet gU' 9 g 8Z TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 7 / ( Dt Bottom Dosing Header /Man. Aeration Dist. Pipe Holding Bot. System f 2•SZ PUMP /SIPHON INFORMATION Final Grade Manufacturer 06Mand St Cover GP 3 ` v3 •�2, Model Nu er TDH Lift is ' n Loss System Head TDH Ft Forcemain Le th Dist. to wen SOIL A ORPTION SYSTEM y S'S BED/TRENCH Width ( Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 1 173--75' ��� SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING ufac user. INFORMATION Type Of System: �� :34 67 CHAMBER OR odel Jet ff!JA (r� DISTRIBUTION SYSTEM t to Air Intake Header /Manifold Distribution x Hole Size x Hole Spacing Ven Pipe(s) Length Dia Length paang 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 Bedrrrench Center Bed/Trench Edges Topsoil Yes [it No ® Yes (] No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: l Z / Zd / Inspection #2: Location: 495 Apple Pine Circle Hudson, WI 5,4016 (NW 1/4 NW 1/4 9 T28N R19W) The Orch d Lo Parcel No , 0 y 9.28.19.1622 1.) Alt BM Description = ' �� 2.) Bldg sewer length = 2 ( 4) Q�$t/Ut+�1'L�v. �t-P i ..�► 3 �S - amount of cover Plan revision Required? ❑ Yes [W No Use other side for additional information. Date Insepctor's Wature Cart. No. SBD -6710 (R.3197) ,. yyS' ire Sanitary Permit Applicatio.n . - Safety &Buildings Division 201 W. Washington Ave. �/ SCO�s In accord with Comm 83.21, Wis. Adm. Code PO Box 7302 ♦ r� Sec reverse side for instructions for completing this application Madison, WI 53707 -7302 I Personal information you provide mAybc used for sce ,purposes (Submit completed form to county if not Department of Commerce (Privacy La ; s. 1.5.04(I)(m)) '\ state owned. Attach complete plans to the county copy qKIYY for the ste on p ,_n ot ss than 8 -1/2 x 11 inches in size. County State Sani Pertnit Numbe 0 Chec �(� to previous'kp cation State Plan 1. D .Number Sk,(,/p i K 9�jS Location: I. Application Information - Please Print all Informa �� Property Location Property Owner S/71'11, 1/4 G!/1/4 S T;? 5 R/ o W Lot Number Block Number Propaty Ownees Mailing Address 6' Z 13 0)( �- Subdivision Name or CSM Number city, State Zip Code v SON a4 ❑ate �2CN R IL Type of Building: (check one) ❑ Village ❑ 1 or 2 Family Dwelling -No. of Bedrooms : own of ❑ Public/Commercial (describe use):_ 77Z O ❑State -0wned =- 3 9 S• S T �a N t µ s N est R ad F if"inL Parcel Tax Number(sb o- is s' -ofte �.28.�►.1LZ2 III. T jof ermit: Check onl one box on line A. Check box on line B if a licable 5 6 ❑Addition to A) New// 2. ❑ Replacement 3. ❑Replacement of 4. Existin S stem stem System Tank Only Date Issued Permit Number B) ❑ A Sanitary Permit was previously issued 1'E G C - 6 Lt. IV. Type of POWT System: (Check all that a ply) - A / FF �� �� V SF(L S �7, 7 3 At-grade In- ground !, 4e 'µ ❑ Mound D Sand Filter ❑ Constructed Wetland on- pressur ❑ Pressurized on-pressurized In-ground ❑ Folding Tank b Single Pass ❑ Drip Line ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: CJ Pressurized V. Dis crsal/Treatment Area information: 1. Desist Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. ['crcolation Rate 6. System Elevation 7. Final Grade (GalsJda /s Rate fl.) MinJinch) q Elevation j Required Proposed Y 9 ) ( 1 Z r rd J p p ✓ n D 5 _ 1 1 .70. .-- VII. Tank Capacit) in Total N of Manufacturer fire! ,b Site Steel Fiber- Plastic Galloi,s Gallons Tanks Con- Con- glass Iuforn►ation crete structed New Existing Tanks Tanks ❑ ❑ ❑ ❑ A BF L r/ LT A 2_ VIII. Iicsponsibilit}' Statement I, the uudersi ,nP ed, a ssume res onsibili for installation of the PO shown on the attached Ma pLLZiness Phone Number Ilumber Si nature no ms MP/h1PKS No Plumber's Nume Urrint) ' g ( taP ) Plumtx es Address (Street, City, State, Zip Code) Ui. County /Department Use Only ostam s � / ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing gent Signature (N sta ❑ Approved ❑ Owner Given Initial Adverse Surcharge Fee) �` 00 ` C>b C> JJJ Determination J 1 _ X. Conditions of Approval ;Reasons for r� ,AC N s �tj e 5"ff tf�v •M 8 (- Govw +p Sol( Gc,�OSatf c ,2�i K o �• f l t , >ri� d eqZv eaV- o'I. I/ F R /Ir, Tor -,f '4L f /q v I r4 yys" APPLE PiN� c r�c.�t,E . c , t l cf r i ` f r r j .1 Ni J l lik L F I Tor of - 7 , P , g . o7 z V \ Yl;S 41 PINE Clw-.<-LE PlAt poo lip Arl �; / S- ff1�/19f�`t,� S �ACN ��� � � ` 0 - 7 kEWOf 3 \NELL bE - I n c P PLF 'P ik c c" Ir1 C L f t � /� � Q �- �9s" PPt Zd roz— C - • � Spe cification s B�oD�f f user --�a 3 76° Or C DD t O � Chamber o© co 00 °' ©cam c°o Height a °O �°°� oo EZ �� o0 oc� Chamber Height End View 34• 4" Knockout Universal End Cap AVC[ilable Sizes �x, C A e +k ��J3� 4 1406 Wisconsin Depeftment of Commerce SOIL EVALUATION REPORT page I of 3 Division of Safety and Buildings , Canm 85 Wis. Adm. Code A.C.E. Sal & Site Evaluations a site an on ' County Attach complete cal paper ndt less than 8h x 11 inches in size. Plan must St. Crobc include, but not limited to: vertica44nd horizontal ref ce point (BM), direction and percent slope, scale or dimemswi* north arr ar and distance to nearest road. Parcel I.D. 040- 1039- 70 -000, ID#9.28.17.133A Pease rint a 001). ,� Rq&jqwed By Date Personal information you wvo m9Y be used fdr seCDW rivaq Law, s� 15.04 (1) (m))• Property Owner `. { Property Location Miller, Sam i ,� ¢� Govt. Lot NW 1 NW 1/4 S 9 T 28 N R 19 W Property Owner's Mailing Address Lot # BkxdC # Subd. Name or CSM# P.O. Box 151 28 Plat Of Miller's Orchard City State ZWCb* Pt/on/e 6ffw _j City _J village #* Town Nearest Rued Hudson WI 1 54016 " ) 386 -2769 Troy I Apple Pine Circle I1 New Construction USE lliM Residential / Number of bedrooms 4 Code derived design flaw rate 600 GPD _j Replacement I Public or commercial - Describe: Parent material Glacial outwash Flood plain elevation, if applicable na General comments and recommenclaticns: Recommend installing 2 trenches at 3'x 90.625', using 29 high capacity BioDiffuser infiltrator chambers at system elev. = 92.50'. Boring # Boring �O� ►a�- 9Z so' 0 Pit Ground Surface elm 99.67 ft. Depth to lirnibng factor -- >132" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtlF *Eff#1 ff#2 1 0-24 1Oyr312 none sl 2fsb mvfr gs 2f 0.5 0.9 2 24-42 1Oyr2 /1 none sl 2 f sb k mvfr cs 1f 0.5 0.9 3 42 -53 1Oyr4 /4 none sl 2msbk mfr cs lvf 0.5 0.9 4 53-60 7.5yr4/6 none Is Osg ml gs - 0.7 1.2 5 60-83 1Oyr5 /6 none s Osg ml cs - 0.7 1.2 6 83 -132 1Oyr5 14 none s Osg m l - - 03 1.2 Mottled 4" - 9" tense of Om 10yr5/3 sit absented on south side of pit at 79"79". �edaoc. concentradions associated with greater metric pot�ial silts and is not indicative of groundwater saturation. a Boring # Boring 16 Pit Ground Surface elev. 100.67 ft. Depth to lkniiti ` rg factor >137 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe *Eff#1 *E 1 0 -36 1Oyr3/2 none Is 2 fsbk mvfr gs 2fm 0.7 1.2 2 36-48 1Oyr2 /1 none sl 2fsbk mfr es 2f,lm 0.5 0.9 3 48-64 1 Oyr4 /3 none Is 1 msbk mvfr es 1 fm 0.7 1.2 4 64-88 7.5yr4/6 f2d 7.5yr5/8 s it 2msbk ml gs if 0.5 0.8 5 88 -102 1Oyr5 /6 none s Osg mfr es - 0.7 1.2 6 102 -137 1Oyr5 /4 no s Osg ml - - 0.7 1.2 Redoxc concentrations associated with greater metric potential d silts and is not indicative of groundwater saturat - �omm. 85.30(2)2 applied to features as limiting factor. * Effluent #1 = BOD y .> 30 < 220 mg/L and TSS >30 150 mg/L * E = BOD S mg1L and TSS <-30 mg/L CST Name (Please Print) Signatu CST Number James K. Thompson 2i 3602 Address A.C.E. Sal & Site Evaluations D e Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 4/23/01 715- 248 -7767 / yol p Owner Mi ller, Sam Parcel ID # 04 1039 -70 -000, ID# Page 2 of 3 ]Boring # _j Boring Pit Ground Surface elan. 99.93 ft. Depth to limiting factor > 134" in. Soil gppition Rate Horizon Depth Dominant Color Redox Description Texture structure Consistence Boundary Rood `Eff#1 'Eff#2 1 0 - 20 1Oyr3 /2 none sl 2fsbk mvfr gs 2f,1m 0.5 0.9 2 20-44 1 Oyr2 /1 none sl 2fsbk mfr cs 1 fm 0.5 0.9 3 44-60 1 Oyr3 /2 none sl 2msbk mfr aw 1 f 0.5 0.9 4 60 -105 7.5yr4/6 none s Osg ml gs - 0.7 1.2 5 105 -134 10yr5 /6 none s O sg ml Cs - 0.7 1.2 1 2. - F Boring 4 � # 16 Pit Ground Surface elev. 98.44 ft. NO to limiting factor > 128" in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 'Eff#2 1 0 -15 1Oyr3/2 none is 2fsbk mvfr gs 2fm 0.7 1.2 2 15 -38 1 Oyr2 /1 none sl 2fsbk mfr cs 2f,1m 0.5 0.9 3 38 -55 1Oyr4 /2 none Is 1msbk mvfr Cs 1frn 0.7 1.2 4 55-85 1Oyr5 /4 none sil 2msbk mfr aw 1f 0.5 0.8 5 85 -110 1Oyr5 /6 none s Osg ml cs - 0.7 1.2 6 110 -128 1Oyr5 /4 none s Osg ml - - 0.7 1.2 F �# A Boring �l'f Pit Ground Surface elan. 98.52 ft. Depth to limiting factor >127" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDM "Eff#1 "Eff#2 1 0 -14 10yr3/2 none I 2fsbk mvfr gs 2fm 0.7 1.2 2 14 -32 1Oyr2 /1 none sl 2fsbk mfr cs 2f,1m 0.5 0.9 3 32-40 1Oyr4/2 none Is 1msbk mvfr cs 1fm 0.7 1.2 4 40-61 1 Oyr5 /4 2md7.5yr5 /8 so 1 c s b k mfr aw 1 f 0.2 0.3 5 61 -98 1Oyr5/6 none s Osg ml cs - 0.7 1.2 6 98 -127 1Oyr5/4 none s Osg ml - - 0.7 1.2 Redox concentrations reported in FW 4 associated with greater metric potential of silts and is not indicative of groundwater saturation. Comm. 85.30(2)2 applied to discount rdox features as limiting factor. • Effluent #1= BOD ? 30 < 220 mglL and TSS >30 < 150 mglL ' Effluent #2 = BOD <_30 mg/L and TSS <-.30 mglL. 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. eba sSca.Ne ele✓ = /Co.co: SOb', Z9 Elev: = r'9 77.' 0 ■ ,So; / Qbser!/a6ip n `� • z10' �c- , 9,T.o�'Troy �d ■� v� w le k C I. �,,,Q z 2 @S . oell ac 3 3 1 c�cL -de- 5 aG �e # iyo6 Private Onsite Wastewater Treatment System Management Plan Soil Absorption Component Septic Tank And Gravity In-Ground p p p Y 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 �t Number of Bedrooms Design Flow - Peak (gpd) ( o Estimated Flow - Average (gpd) o Septic Tank Capacity (gal) f - z- So Soil Absorption Component Size (W) -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) (" c Maximum Influent Particle Size (in) SCV-) 1/8 Maximum BOD (mg /L) 220 Maximum TSS (mg /L) 150 Table 3: Maintenance Schedule Septic Tank Inspect and /or service onee 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 cl as necessary i�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 I 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 gbses, 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. Th; s 7ti /aP ����� /�'�Q ci�� w. �� 6�. �s � o �� S ✓S °'"'� 'F°'La i 3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Mailing Address -- Property Address S •4 (Verification required from Planning Department for new construction) City/State f/d 0 S 0 IV W_ / Parcel Identification Number ° ya - Z'g S - 10 . o o c► _LEGAL DESCRIPTION Property Location ' /,, LJ�= ' /a, Sec. i , T 22 N- R of TKO ,tbdivision , � ��01 __ . Lot # Certified Survey Map # Volume $ . Page # Warranty Deed # 3 Z 7 4 Volume ,�S . Page # Z 3 Spec housexyes ❑ no Lot lines identifiable yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes, Prq maintenance 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. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Vwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to St. Croix County Zoning Office within 30 da three year ex i o date. /p / to / D A LICANT DATE WNE R, CERTWICATION '-4.; 11we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of scribed above virtue of a warranty deed recorded in Register of Deeds Office. A L1CANT DATE ss + + +s Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. '* Include with this application: a stamped warranty deed from the Register of Deeds office .a copy of the certified survey map if reference is made in the warranty deed I L � STATE BAR OF WISCONSIN FORM 7 - 1998 632796 TRUSTEE'S DEED KATHLEEN H. WALSH VOL 1555 PAGE323 REGISTER OF DEEDS �~�� ST. CROIX CO., WI DANIEL S. SOLBERG AND KARLA J. SOLBERG 11 2 FOR IECORO 11-01 -2000 1:30 AN TRUSTEES DEED as Trustee of EXERT 1 SOL BERG DANIEL S. KARLA J. SOLBERG REVOCABLE CENT COPY FEEt TRUST DATED APRIL . - COPY FEE: ZUUU TRANSFER FEE: 2110.30 RECOR0116 FEE: 10.00 for a val consideration con without warrant t o � PAGES' 1 U$ E. MILLER, A SINGLE PERSON Nuc «Owj Area ._ .._...... ... ' Grantee. -- _....._ ......... the following described real estate In ST . County. Name elW Ad"" Address State of Wisconsin: SAM MILLER P.O. BOX 151 PART OF,7HE NA OF THE NWk AND THE SWk OF THE NWk AND THE HUDSON, WI 54016 NFIt OF THE NWk AND THE NWk OF THE NEk AND THE NA OF THE SA 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'50'54 "E ALONG THE WEST LINE OF 040- 1039 -70 -non Pat SAIDNWk 2626.30 FEET TO THE WEST QUARTER CORNER OF SAID+ aelweeatiox N~ P" SECTION 9; THENCE 500 "E ALONG THE WEST, LINE SWk OF SAID SECTION 9 150.31 FEET: THENCE S56'24'36 "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 588'45'38 "W 250.00 FEET; THENCE N00'50'54 "W 350.92FEET;•THENCE S88 "W 512.29 FEET; THENCE N00'50'54" 100.00 FEET; THENCE N88'57 "E 250.31 FEET; THENCE NO3'10'51 "E 202.31 FEET; THENCE N32 "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 "E 148.76 FEET; THENCE S2'27'16 "W 256.95 FEET; THENCE N88'37 "E 1065.55 FEET; THENCE N89'12'30 "E 325.61 FEET; THENCE SOO'47'30 "E 10.00 FEET; THENCE H89'12 "E 554.46 FEET; THENCE NOl'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 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. :I Dated taus day or OC TOBER 2000 ;. L. i � P,v (SEAL) a m A. 2 (SEAL) I DANIEL S. SOLE a KARLA J. SOLBERG T rion T have AUTHENTICATION ACKNOWLEDGM"T I State of Wisconsin, Count before me Ws day before o i authenticated lh4 day of the abtwe rwtrd TITLE: MEMBER STATE BAR OF WISCONSIN v to (If not. me known to be the person - 2:'L- who executed the foregoing authorized by 5706.06. Wis. Suu.) trument and acknowledge the a;ne THIS iNSTNUMENT WAS ONAFTEO BY H EYWOOD& CARI, S.C. 204 LOCUST ST EFT • _ Stott of WISCON HUDSON, WI 54016 Notary Public. State of Wisconsin 1 My commission Is permanent. (If t. state expiration dale: (Signatures may be authenticated or acknowledged. Both re h a not 2:1:z ( - 'A 49Q� ) necessary) Nl al q,fas Me" M any c,pKAy need be typed a printed t„laa tl,.r slanet a ' STATE BAR OF WISCONSIN VAKWW uer.w G.. r¢ TRUSTEE'S DEED FORM No 7 - 1998 s•i.e✓,r. wu HIGHWAY SETBACK THE ORCHARD St AS PER WISCONSIN ADMINISTRATIVE CODE TRANS 233 NO IMPROVEMENTS OR LOCATED IN PART OF THE NORTHWEST 1/4 OF THE NORT: STRUCTURES ARE ALLOWED BETWEEN THE RIGHT-OF-WAY AND THE SETBACK SOUTHWEST 1/4 OF THE NORTHWEST 1/4 BEING PART Of LINE IMPROVEMENTS INCLUDE BUT ARE NOT LIMITED TO SIGNS. PARKING LOTS. RECORDED IN VOL 11. PAGE 2985. AND IN PART OF THE PARALLEL DRIVEWAYS. WELLS. SEPTIC SYSTEMS. DRAINAGE FACILITIES. ETC.. R SOUTHWEST 1/4 BEING PART OF LOT 5 OF CERTIFIED SU BEING EXPRESSLY INTENDED THAT THESE RESTRICTIONS SHALL CONSTITUTE A PAGE 2985. AND IN PART OF THE NORTHEAST 1/4 OF Tf RESTRICTION FOR THE BENEFIT OF THE PUBLIC ACCORDING TO SECTION 236.293. OF THE NORTHWEST 1/4 OF THE NORTHEAST 1/4 OF SE WISCONSIN STAINES AND SHALL BE ENFORCEABLE BY THE DEPARTMENT OF RANGE 19 WEST IN THE TOWN OF TROY. ST. CROIX COUN TRANSPORTATION. CONTACT THE WISCONSIN DEPARTMENT OF TRANSPORTATION DISTRICT OFFICE FOR INFORMATION. THE PHONE NUMBER MAYBE OBTAINED BY CONTACTING YOUR COUNTY HIGHWAY DEPARTMENT. C� I PCIS- FOUND j MOONUM NT SEC TION SMP %� NORTH LINE NW 1/4 SECTION 9 2666.45' S8912'�5 'W 508.29' - - - _ - - 252.60 287.60 , n_.. 316.4 4&N. �' Yes' [ Pero NWE . ISa.Zd «OI7atI• [ — 6 28 SLOT 3 LOT 29 L72 T 109952 Sq. Ft. . eco c 14573 S 8 3 SOT SeSM ® p ;, VOL_ 9 PAGE 26_03_ e- , , / h X50 Ac. s 2.63 Ac. I -s ® , e N I ,' / / "I / ,' N.B. 2.06 A� - 7 f l N.B. 1.98 AC. 1990 35 /',/ ' e- N.B. 89629 s%flJ N.B. sq. ft. Y I 2.75 Ac. z 1 -, ® �O ' ,� , , •ye ----- - - - - -- 51a . N.B. 2.41 AC. 2. W I/ N.B. 105181 sq. ft N.B. 2.33 AC. o I - NQTiA' w 36.17 B. 101345 sq. ft. \ ® , ,, I , , /,/ 2.` N �^ NOS �'��' ® ', ,� ', ,� _ E �' O 170.12' ® 116.71' _�® I-2 -' > ,' ' N.B. N _ - - -_ _ I S L� FP� 30 AIM TO O 1; FUTURE ROAD f 093953 w \ j® Tf[ wart r In 'F 66' EASEMMENT I i 169.14 109035 Sq. Ft. �/ i s ie N - -- 292.02' N 8 ss E ��` 2.50 AC. �j4�/Z qSA. N N.B 2.50 AC. /� /' Jj / ® LET -I !� v I 1-2 I N.B. 109035 sq. ft. / TEMPGRAR CUL -OE -SAC 117229 Sq. Ft. I -3 s `��* �� ,' �q �; s EASEMENT r (TO BE REMOVED 2.0 AC. IQ UPON WESTERLY EXTENSION 11 8-2 IMP ROAD) 0 - 4 � t � � � � �' �' �4' a'r , . `��'4 10998�Ac. Ft. o I o N.B. 2.57 AC. .{Z t, / yam• Q`. •A , \• ` toy h y 6 . c + N.B. 111750 sq. fL �\ �. `/ '1'�y / tir 1V� ' \• 9H / y Np�g U LOT `, �, 2 36 AC. N h 8-2 �• ..( N.B. 102923 sq. fl 2WW sswr — 112 Sq. 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S89 , w + 5[ E L V 1 SOl all EAA OT 28 ,' — — —, I Wr \ C_LO T�6 a 14513 Fl. y / Y, ' \LOT 111223 sq �1. g; xI . 263 / 11 928 Sq F� 4 1 2 !S Ac. 01 I I �q.ss A<. 1 �` � � \ / w ,. �. / � "" � � \ 1 �► � � 2e; ot• 988'45'38 "W I � I � � T T 1 � \ i \ •t. ✓� � �ti � A<. -, 33.0 74 S4 F t — 7+ s �0 T 7' LUT 4 1 t091 9 Sq. Ft. 1 2 65 AC so Li LOT _ SW SHE T , 5 K .R. ,� -� ,\ �1 *4PM w W y JJ LOT 2 o ,, K � W I � 10si�6r8SQ 2.51 s2 Sq. ilt 109435 Sq. Ft. ►' ;° �1 �� > --------- _2 Ae. I R AC. 1 �i / .t �� \ 1 u sees w z = I 1 r f t � _• \� !111tt.t7�''L... = ... _ — �� OROwAo i f .-an1rR•�wTwr•� ••_::,(r:- J2l�F,a,� � / , . t SR A w LOT �3 4:y' 51 2 »u 40e 7r , 10109 Sq. Ft. - --- - - - - -- - --- - - - - -- - - -- .N f 2.53 > / LOT 1 - -- '�------ - -- 127359 tOt � • . � '~ Sq F11 4• Vn i \ 2.92 Ac. ,..�,• t fi �yhti DLO T� 2 / 1 71954 Sq Fl. 109112 Sq Ft. 395 AC. — _ b _2.50 At_ 1 }482 Sq. Fl. 3.04 At:. •+� `'�' y,u�ir. AM LOT 11 LOT 12 $ I la 5 'C4 / /. 65 N 0 C` '50 W ;6'24.38 -F,1 e50 \� 6 PG -� 64`s�uKS'y.% 42.N' 2Y4_00_ _ _ _ ± h 4 - ---- - - - - - - - - - - - - - � o o � 70.00/ >t1 — 8 — — — — — — — — ~ ' C, y 1 N fa6m )• 4Lubo K I.w� mw* A4%1 {. yyn..(. cownst. Mt.'.AWN0 SHEET 2 OF 3 i