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HomeMy WebLinkAbout040-1283-80-000 Parcel #: 040 - 1283 -80 -000 08/09/2007 11:55 AM PAGE 1 OF 1 Alt. Parcel M 09.28.19.1602 040 - TOWN OF TROY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: owner(s): O = Current Owner, C = Current Co -Owner O - SIAS, JOHN W & MARY S JOHN W & MARY S SIAS 2006 CHESTNUT DR HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 510 COULEE TRL SC 2611 HUDSON SP 1700 WITC Legal Description: Acres: 2.560 Plat: 2245- ORCHARD,THE SUBDIVISION 040/01 SEC 9 T28N R19W LOT 8 THE ORCHARD Block/Condo Bldg: LOT 08 SUBDIVISION Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 09- 28N -19W Notes: Parcel History: Date Doc # Vol /Page Type 08/21/2002 687647 1953/538 WD 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 11/08/2002 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.560 50,000 0 50,000 NO Totals for 2007: General Property 2.560 50,000 0 50,000 Woodland 0.000 0 0 Totals for 2006: General Property 2.560 50,000 0 50,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 399666 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 -80 -000 CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL Id 000 09M. Vent to Air Intake ROAD D Septic t Bott lLioo 1 000000 Dosing a er /Man. Aeration i Holding ot. System Final Gra PUMP /SIPHON INFORMAL N Manufacturer Demand 00 OCover GPM Model Number TDH Lift Friction Loss System Head H Ft Forcemain Length Dia. Dist. to SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION Type Of System: CHAMBER OR YP Y UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) 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 Yes :.] No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: Location: 510 County Highway FF Hammond, WI 54015 (NW 1/4 NW 1/4 9 T28N R19W) The Orchard Lot 8 Parcel No: 09.28.19.133A 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Re uired . J No Use other side for additional information. >:I Date Insepctor's Signature Cert. No. SBD -6710 (R.3197) Safely and Buildings Division county 201 W. Washington Ave., P.O. Box 7162 ,rscons�n Wash � s 707 -7162 S im s �.� De rtment of Commerce � .' , � sae+e�y p� Number 'nary Permit A ' Sani PP In aaoad will Comm 83.21. Win. A". Cede. y � ❑Check it Revision may be usd for Pri sls. Sane Plan I.D. Number L Application Idea lion - PMns Print All Parcel Number Properpt Ownes Name Sf �t eery LocaWn prowo otsme hailing Addnn lI 9 y W / if l'f �5f• S 1 �� N R � / B b � � Lot Number Block Numb . Sdrs ' Subdivision Na CSlvt Number Nam U. Type of Bwwft (cma all that app4) ,1 Oc'ty � 1 or 2 Far* DweNltg - Numbac of Bedrooms ''! ❑Village Public/Comnlercial - Describe We o 12 0 Nearest Rod 0 state owned X 9 3,7 S° T R C f f C H C A LL F r S ( f/' ✓ III. Type of Permit: (Check ono one beat on Nine A (numbering acheme for interval use). Complete line B i[ applicable) A. 1 ,New 2 0 Repiacemeat Syssem 3 ❑ Rgplruement of r60 Addition to or County tree Tank Oril stem B. ❑ Check Check Saaiary i+raviw* Ltsued permit Number =Datc IV. Type of Permit: (51 ", I an that apply)(ineeIIbeciog achea�e is for interval user 't in - B D i !' S c' 5 44 Of Non – Pmmiaed Iwaround 210 Mound 47 ❑ Saud Filar 50 0 Constructed Wedand 22 0 Presauiaed W4,onnd L A� 41 Iioldigq Tanis 48 0 Single Pass 510 Drip Line 45 0 At -Grade 46 0 Aerobic Treatment unit 49 ❑ WirCUMAS 30 0 Other V. Area hkforvlation: Percolation Rate stem Elevation Final Grade Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Elevation Re4nired p Rue(Gals. Days/Sq.Ft.) (Min./Inch) � S m ToW Number r Mauatfscturer Prefab Site Stool Fiber Plash VL Tank info GRib a • Galk" of Tattle Concrete Comtructed Glass New Bzkft ants Taob �. Sepoe or "i%T.at f S FR - VII. biN Statemient 1, the U. *. ` -n rerponaiWy for installation of the POWTS shown on B p umber plumber's Name (Ptiat) Plumber's • MPlMPRS Number , �111 - 7-,- 7 7� plumber•: Addrw (street. city. State, Zip Cc;de) a NT -iL ie ► 0 Go C p q 6 I rJ Y� 5 a G•� S V. Cotta /De eint use onl Issuing Agent Signature (No Stamps) III Sanitary Permit F Date issued ved 0 Disapproved Surcharge Fee) 0 Owner Given Initial Adverse �S Desermimtion i p[. Of ApprovaUIRAa fa�Disa M `p�r °val �� `�il9'lMQ1,t7�Yh4✓ - e :�Ci1D+ 1e� �u1�•lf('V1 AMaeY a spiwe Pk- 00 tic Ca dy suly) for tic gabs M Papes< art lee tiaY i1/2 a 11 YrLa Y sire S 398(R.05!""" seALc v W L L % J S ..-- r�1 I 2Co� G�1� „T Y� fa 111ii� \ XLT a M \ ?b P e4 c.T .5ri4K6 v /Od oo N S 7RENcH — �1 1 - N4 T b % Ai I M v N Q � N 4 i i 5 N 1 �2� l[ ✓� 'T N a`�C H �4R.q tic Sl© :�o Nw �FF" PIN Mr cyU. /2 �3— � o �cxra 1107 VJCLL oa to � N Q" �b►� of c.t Sr Ox 9t� /oo �►� � IvcN � s � o 1 ! ' ---� - � �3 S N � M _ N p � N 3 I , 1386 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85 Wis. Adm. Code AC.E. Sal & Site Evaluations Attach complete site plan on paper not le"a (8 %'x ttiriches in size. Plan must Cou St. Croix include, but not fimited to: vertiralontal reference polnt JBM), direction and percent slope, scale or dimems north arrow, and location and�istance to nearest road. Parcel I.D. 040- 1039 -70, ID#9.28.19.133A Pl"jo print al " fgoaSon Date Personal information you W-4e maybe ;,, By Mary W (Pnvwy l`gw, s. 15.04 (1) (m)). Property Owner i , , j Property Location ' ..- j Govt Lot _ N W 1/4 NW 1 S 9 T 28 N R 19 W Miller, Sam � _ � _ _ - - - -. Property Owner's Mailing Adds ' , �� -� -- Lot # Block # Subd. Name or CSM# P.O. Box 151 „ -' `, ` c� 8 Plat Of Miller's Orchard City CoddWhone _I City J Village t✓ Town Nearest Road Hudson I W1- t` 1 6 , {YT5 ti - 2769 Troy I County Hwy. FF 0 New Construction Use: t, Residential / Number of bedroom 4 Code derived design flow rate 600 GPD I Replacement J Public or commercial - Describe: Parent material Glacial outwash _ - f=lood plan elevation, if applicable na General comments and recommendations: Recommend installing 2 trenches at 3' x 90.625', using 29 high capacity BioDiffuser infiltrator chambers at system elev. = 92.00'. O # _j Boring s/ Pd Ground Surface elev. 97.77 ft. Doh to li factor >135" in. Sail Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W 1 0-40 1Oyr3 /2 none I 2fsbk mvfr gW 2fm 0.5 0.8 2 40 -57 1Oyr3/3 none sil 2fsb mfr cs 1fm 0.5 0.8 3 57-69 7.5yr4/4 none Is 1msbk mfr as 1f 0.7 1.2 4 6 9-82 10yr4 16 none s Osg ml gs 1vf 0.7 1.2 1 5 82 -103 1Oyr5/6 none s Osg ml gs - 0.7 1.2 ID 103 -135 1Oyr5 /4 none s Osg 0. 7 1.2 o Boring # Boring 0 Pit Ground Surface elev. 98.38 ft. Depth to limiting factor >139" in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GP *Eff#1 *E 1 0 -21 1Oyr3/2 none I 2fsbk mvfr gW 2 f m 0.5 0.8 2 21 -38 1Oyr3 /3 none sti 2f sbk mfr cs 1 f 0.5 0.8 3 38 -45 7.5yr4/4 none Is 1 msbk mfr as 1 f 0.7 1.2 4 45 -51 1Oyr4 /6 none s Os ml gs 1vf 0.7 1.2 ° \ , t ,• 5 51 -96 1Oyr5 /6 none IS Osg ml _ gs - 0.7 1.2 6 96 -139 1Oyr5 /4 none s Osg Ir t t - - 0.7 1.2 * Effluent #1 = BOD ? 30 <220 mg/L and TSS >3R<150 rnglL * E = BOD -S mg/L and TSS <-0 mg/1. CST Name (Please Print) Sig re: CST Number James K. Thompson �> 360 Address ACE Soil & Site Evaluatkm - - - 1599EvakklfiW Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 4/23/01 715- 248 -7767 /38(o • Property O wner Miller, Sam Parcel ID # -P!0: 4 - 0 - 39 -- 7 0-, ID #9.28.19.133A Page 2 of 3 3� F Boring # _j Boring Pit Ground Surface elev. 98.11 ft. Depth to limiting factor >133" in. Apokatim Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIW *Eff#1 *Eff#2 1 0 -30 1Oyr2/1 none sil 2fsbk mvfr as 2f 0.5 0. 8 2 30-47 1Oyr4/4 none sil 2msbk mfr as 1f 0.5 0.8 3 47 -55 1Oyr4 /4 none Is 1msbk mvfr cs - 0.7 1.2 4 55 -70 1Oyr5 /6 none s Osg ml gs - 0.7 1.2 �y 5 7U- 8 1Oyr5/4 none s Osg ml gs - 0.7 1 3• 1:Z 6 98 -133 1Oyr6/4 none s osg ml - - 0.7 1.2 a Boring Boring 1/ Pit Ground Surface elev. 98.45 ft. Depth to limiting factor > 127" in. Sol Apples Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfF *Eff#1 *Eff#2 1 0 -19 1Oyr3 /2 none 1 2 fsbk mvfr gw 72fmO.5 0.8 2 19 -34 10yr3 /3 none sil 2fsbk mfr Cs 0.8 3 34-41 1 Oyr4 /4 none Is 2msbk mfr as 1.2 4 41-48 1Oyr4/6 n one s Os ml gs 1vf 0.7 1.2 5 48-85 1Oyr5/6 none s Osg ml gs - 0.7 1.2 6 85 - 127 1 Oyr5 /4 none s Osg pt 1 - - 0.7 1.2 F ng # n g !J/ Pit Ground Surface elev. 97.98 ft. Depth to limiting factor > 126" in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfF *Eff#I *Eff#2 1 0 -36 1Oyr3/2 none I 2fsbk mvfr gw 2fm 0.5 0.8 2 36-51 1 Oyr3 /3 none sil 2fsbk mfr Cs 1 fm 0.5 0.8 3 51-62 7.5yr414 none Is 1msbk mfr as 1f 0.7 1.2 4 62 -90 10yr5 /6 none s Osg ml gs 1vf 0.7 1.2 5 90 -126 1Oyr5 14 none s Osg ml gs - 0.7 1.2 * Effluent #1= SOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD <_30 mg/L and TSS <_M rnQ& 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, viease contact the devarhnent at 608- 266 -3151 or TTY 608- 264 -8777. py - 3 0� ©rc -�ard 50i/ Sec.9 Tom. o�Troy, ■ 0bvrva -, on A 6E Cr'a Co,, U - ) /. . /oca &.d jro 51-1 ae ale. Elegy' = 99.98 Q Mo. lap oF i c bu i N Assumed et ro e oo; � 0 bi ■ ■ $z I_(' maq S ,41-ea ■ 8 Q. e pl� ce.,ne„ -� �SEem flr'ea ■ I�t 6s -- no S 10 pe !SYS r, ,4{rRa � O . Ao F"F z, p • °. �' � �►�"rl � � r 1. .:+ i Bi oDfffuser Specificatio DD OO OC] OO OD OO 4Q DO �� 00 00 00 00 00 0 coo 00 00 , Chamber OD DO OD DO OD DO DO OD OO Height OD OO OD OO OD OO OD 00 �� �� o OD o OD oo Q� Do DO O �O OD oo OD OD �� DO OD O 00 O OO OO OO OD OD OD AH three BioDiffuser sizes Can withstand H-10 loads when inaWW with PrOW graded Chamber aWW AM&dbiad sQlls. A Mb* Height of cove' is req A40 IS,140S. -Tho End View 1 ". 's >�cx M.p loads. A Of 18' of Cover is 34" reqorgd f9r, hi. *2Q foods. 4" Knockout Universal Ld Cap AWa ble Sizes Ch ; Length 76" 76" 76" Width 34" 34" 34" Height 11" 14" 16" v Invert 6.5 9 11.3 10 i . 4 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) C o Estimated Flow - Average (gpd) c'D Septic Tank Capacity (gal) z So Soil Absorption Component Size (ft') 3 r FT 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) S o > 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 filte shal be c leaned as nec essary to ensue 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 s Q s s fiQ •+. �o - B /oe TA a �ez /lj,�Q Q��Q W 6 Q �/S t� �T S ✓S ' o S l�}'I I t K a MG- �,� o rt d- ZZ SO 3 f f Z- -4, G/ ; X C G� Zo ; h y 3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION 0ORM Owner/Buyer S' Mailing Address - S Proputy Address S` o C© few y (Verification required from Planning Department for new construction) City/ " : Parcel Identification Ntmnber;: O yC> ' Z 3 ' $D — 00� CRIMQN Property Location ' /�.IJL. '/•, Sec. 3-,_.T 0 N -RAC Town of PAY g ,%Wivision Lot #,�_ Cerd ed Survey Map # c,+' 1� 0 Volume . Page # Q .� Warranty Deal # �' � � 7 '7 tv . Volume � Pa t e # Spec house yes O no Lot lines identifiable yes 0 no inipespor use and maintenseceof 7►our septic system could result in its premature failure to handle wastes, Proper system um consists of pumping out the septic tank every three Yew's or sooner, of needed by a licensed Pumper- r. you Part into the can affect the function of the septic tank as a treatment stage in the waste disposal system to submit to St. Croix Zoning Department a certification form. signed by the owner and by a The property owner agrees ng that (1) the on -site w astewater system masterplumber, journeyman plumber, restricted plumber ors licensed pumpe r verifyi the tic tank is less than er !tell of sludge. is in proper operating condition and/or (2) after inspection and pumping (if necessary), sep Uwe, the undersigned have read the above requirements and agre main ent of atural Resources, Sta e Wisconsin. Ceto set forth, herein, as set by the Department of Commerce and th p Ofr within 30 stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning . days of the three year expiration date. � DATE S ATURk IDFAPPL certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the r dw>eed3) of the prop scribed above, by virtue of a warranty deed recorded in Register of Deeds Office. i • DATE NATURE F' P •••••• ••se•• Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning •• Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if referenc is made in the warranty deed A STATE BAR OF WISCONSIN FORM 7 - 1998 632796 TRUSTEE'S DEED KATHLEEN H. WALSH REGISTER O9ctmer>1 Number VOL 1555PAG ST. CROIXOCO., WI DANIEL S. SOLBERG AND KARLA J. SOLBERG RECEIVED FOR RECORD 11 -01 -2000 8:30 AM TRUSTEES DEED as Trustee of EXEMPT I DANIEL S. SOLBERG AND KARLA J. SOLBERG REVOCABLE CERT COPY FEE: TR UST - DATED APRI 26, 2000 - COPY FEE: TRANSFER FEE: 2880.30 RECORDING FEE: 10.00 for a valuable consideration conveys without warrant to PAGES: 1 SAM E. MILLER, A SINGLE PERSON Htxntarv� Ants Grantee. the following described real estate In C RO I X County, ' and R State of Wisconsin: SAM MILLER I PART OF;THE NA OF THE NWk AND THE SWk OF THE NWk AND THE P.O, SOX 151 NEk OF THE NA AND THE NWk OF THE NE AND THE NWk OF THE HUDSON. WI 54016 SWk 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 500 "E ALONG THE WEST LINE OF 040- 1039- 7171-Onn SAIDNA 2626.30 FEET TO THE WEST QUARTER CORNER OF SAID Parc.lIdentilicam Number iwro SECTION 9; THENCE S00 "E ALONG THE WEST LINE SWk OF SAID SECTION 9 150.31 FEET: THENCE S56'24 "E 70.00 FEET: THENCE N59 0 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 0 21'49 "E 569.05 FEET; THENCE S88 ° 4538 "W 250.00 FEET; THENCE N00 ° 50'54 "W 350.92FEET; THENCE S88 ° 57'01 "W 512.29 FEET!; THENCE N00 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 ° 46'50 "£ 148.76 FEET; THENCE S2 ° 27 1 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 d of OCTOBER 200 X9,zjz. (SEAL) (SEAL) DANIEL S. SOLEER . KARLA J. SOLBERG Trusty Tnuue AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, 1 1 y � ss. �� \! Count . authenticated this day of q�P Ily u> before me this day of ,('� the above named TITLE MEMBER STATE BAR OF WISCONSIN V U to (If not, me known to be the person L who executed the foregoing authorized by 5706.06. Wis, Slats.) I strument and acknowledge the e 'HIS INSTRUMENT WAS DRAFTED BY e . z it ofar H EYWOOD& CARI S C 204 L•O.IST S-fRFF.T __ Srate f Wj4C0A 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 not I ) necessary) I:.mn of ponoro .�n,ty ,n any c.p.cny -At bo typed or prtnud bete+. trr,r .4jnet.,". ....._ TRUSTEE'S DEED STATE RAR OF WISCONSIN W „CWt- 1498191,M Co, to FORM No 7 • 1998 W„,,­ y.„ H10HW SETBACK THE ORCHARD AS PER WISCONSIN ADMINISTRATIVE CODE TRANS 233 NO IMPROVEMENTS OR LOCATED IN PART OF THE NORTHWEST 1/' STRUCTURES ARE ALLOWED BETWEEN THE RIGHT —OF —WAY AND THE SETBACK PART OF THE SOUTHWEST 1/4 OF THE NC LINE IMPROVEMENTS INCLUDE BUT ARE NOT LIMITED TO SIGNS. PARKING LOTS, 5 OF CERTIFIED SURVEY MAP RECORDED 1� PARALLEL DRIVEWAYS. WELLS, SEPTIC SYSTEMS, DRAINAGE FACILITIES, ETC.. IT PART OF THE NORTHWEST 1/4 OF THE SC BEING EXPRESSLY INTENDED THAT THESE RESTRICTIONS SHALL CONSTITUTE A 5 OF CERTIFIED SURVEY MAP RECORDED I RESTRICTION FOR THE BENEFIT OF THE PUBLIC ACCORDING TO SECTION 236.293, PART OF THE NORTHEAST 1/4 OF THE NC THE NORTHWEST 1/4 OF THE NORTHEAST WISCONSIN STATUTES AND SHALL BE ENFORCEABLE BY THE DEPARTMENT OF NORTH, RANGE 19 WEST. TOWN OF TROY, TRANSPORTATION. CONTACT THE WISCONSIN DEPARTMENT OF TRANSPORTATION DISTRICT OFFICE FOR INFORMATION. THE PHONE NUMBER MAYBE OBTAINED BY CONTACTING YOUR COUNTY HIGHWAY DEPARTMENT. I I I I I I I I I I I js' FOUND 3" ALIMINUM I I '(RP'G I I I MONUMENT CORNER SEC O ST j SMP % I I NORTH LINE NW 1I/4 SECTION 9 2666.{45' S89'12'35 "W 287.60 4s 316.45 sal.ss Isl.0 • 252.60 / ,/ ,sw POND HWE - 154.21' 4r E M 40. F ' 2'24" E B.- LOT 28 /' X4516'24 N / / 011411ADE ( LOT 32 /' / ' / LOT 29 N e ,.7r E "1145113 Sq. Ft. OT 31 I ' ' _ ( / ' / 109052 Sq. Ft. CSM LOT 3 1 2.63 98 / / ,� / 1s 1 N.B. 1.98 AC. VOL_ 9 PAGE 2603 / / , // / N 2.SO Ac. ` N.B. 86124 sq. N.B. 2.06 AC 55 1� N.B. 89629 sq. f1i N 119902 Sq. Ft. u o ( 2.75 Ac. N / ,/ ,/ // $ 10 ---- - - - - - - ( 2.51 _ B N. . 2.41 AC. Ac. w V N.B. 105181 sq. fl. N.B. 2.33 AC. w N.B. 101345 sq. ft. a to __170_12'____ 86.71 N 00 ___ ____ __ __ ___ _ \ \ L OT/ 9 0 1 / 1 ® / DED"IED m N r6 UTURE RO 89 A I '5953" W® (VOTT�, /9 TME� o,m EASEMENT k 9555 109035 Sq. Ft. �' / / / S 2 8794 9 2 °° 1 - - - - - ` 2.50 Ac. E co — 19.14 292.02' / �� 2 `\ / t )• ® / N r _ ?J N.B. 2.50 AC. LOT 26 / 1 N N 6` ���6 .B. 109035 sq. ft. / / , y 1y�� S g 117229 Sq. ?„` '► ` / / TEMPORARY CUL - OE - SAC LOT 9 I S if ' PON N 2.69 Ac. h .. '1! / 109 EASEMENT (REMOVE U 688 Sq. Ft. WESTERLY EXTENSION OF o • // �' t. / � 52 AC. ROAD) N.B. 2.57 AC. y / I Z 1 1 ( N.B. 111750 sq. ft. ♦\ S„ \ ./ ti /di '.� '►-iof.�s 5 �QS O ,. i t / P1ZES W N.B. 2.36 AC. NQ,s� N hM 'O f . `� N.B. 102923 sq. fl. \LOT 10 ` * '? �� ` P nnn , z A( _ — 11217 Sq. Ft. ----- - - - - - o r se7i•3 2.,59�c. II - -- —n 198 N.B. 59 AC. .63' Z_ ( w S87-34.25 "E N.B. 112 7 sq. ft. - _ _ — _ - _ - - - - - - J \ � 168 .99' ( rn DEEDED BY 149.41' S01' 4'33 "W ��� LOT 11 to AFFIDAVIT L e LOT 8 ( 172 w I ^ Z ti \ 171954 Sq. Ft. o ^' 111626 Sq. Fit. 3.95 Ac. P' 2.56 Ac. 148.76' N89'46'50 "E r I Z ( 3 N.B. 3.95 AC. N. O CSM VOL_5 so B. 171954 sq. ft. P AGE 1300 L95.25' N32'19'4 "W N.B. 2.56 AC. O PBGE_l �� O N N.B. 111626 s . ft. Z I.- +z M 0 � cli to 502.64' --- N N -- --------------- — — — — — 250.31' N8 x.07 "E 100. N00'50'54 "W— - R.A. 512.30' N88'45'38'E - 512.29' S88'57'07 " — W f _ — — — — — l __ - - -- — - - -- 235.64' - - -- 276.65' + UATrN IINF