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HomeMy WebLinkAbout040-1283-10-000 c E � v 0 C o ID T C m C rr C I (D Z p < a A n o 3 7 Cl) Co OD O 1 W ( flt N W 0 Q ! O O , n c O C (D C 7 Ln W p m !D p N v cn z D 4 m co D I� a (D CA 3 0 _ ° - N U) CD c N ° o o= y o a N O 3 .► l� N 0 v a3 ��� CD v v o _ Q _, o O m v rn N N (D .. 7 O_ M z •• = O C -I z .- 7 (p O N O 7 = 7 O O 0 -U 7 (1) (p N N. w m CD E- 3 Z (D ( p -� —I CO) O a O ? Z n cn C s � w CL A Z o G) .. 0 Cl) —1 co A A CL z 3 z CC H z C F A o i D a N C O Z CL W m w A A S R A N ti N O I c A O W (D Oq N (o A o O F. o m a,, b C) n Parcel #: 040-1283-10-000 01/21/2005 03:30 PM PAGE 7 OF 1 AI - Alt. Parcel #: 09 28.19.1595 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): * = Current Owner PAO MOUA VANG CHIA VANG CHIA 513 LITTLE ORCHARD RD HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 513 LITTLE ORCHARD RD SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 2.920 Plat: 2245- ORCHARD,THE SUBDIVISION 040/01 SEC 9 T28N R19W LOT 1 THE ORCHARD Block/Condo Bldg: LOT 01 SUBDIVISION Tract(s): (Sec- Twn -Rng 401/4 1601/4) 09- 28N -19W Notes: Parcel History: Date Doc # Vol /Page Type 08/09/2001 653343 1696/220 WD 2004 SUMMARY Bill #: Fair Market Value: Assessed with: 28341 383,900 Last Changed: 07/23/2004 Valuations: as g Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.920 50,000 334,700 384,700 NO i Totals for 2004: General Property 2.920 50,000 334,700 384,700 Woodland 0.000 0 0 Totals for 2003: General Property 2.920 50,000 281,700 331,700 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: 566 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 S r 3 L l 111 OReR NOD Re b P/IV lee 0 Z`�so3co L 1 J S� 01$ X / z I C<). oo 260 6 V' u 8, P q5; if. x q s r2F,v�µ, -r 6, m s/ 7, - 7 0 r �s - CN#44 9Ert S 19AC EEO& E I= 95, 5tS Ov T 6 �oDifr. , sa -s or—sta �� �E 13A4L � d b �� �� _ �I.lZ =9 3,00' c�•"" �� = ' �� >a Wisconsin Depannientof corntnefCe PRIVATE SEWAGE SYSTEM Safety Buildings Division County: INSPECTION REPORT St. Croix 6tNERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes [Privacy Law x.15.04 (t)(m)). 384289 Permit Holder's Name: ❑ City ❑ villy(ge ❑ Town o : State Plan ID No.: Mill r Sam I Hudson Township CST SM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: (M0 -i 1 0C . D = CSr 1,4k: - 40- 1283 -10 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic R t 12.0 Benchmark �,IZ Ioq•Iz. Dosing kli. BM A 4 � , Aeration Bldg. Sewer L e 95.0ei Holding St/ Ht Inlet 95 95$ 1 r TANK SETBACK INFORMATION St/ Ht Outlet 9, 2 5 9 y: g TANK TO P/ L WELL BLDG. ventto Air Intake ROAD Dt inlet Septic ! 32 / -- NA Dt Bottom Dosing NA Header /Man. -[-- -Zo p qc�, o Aeration NA Dist. Pipe Sa , 3Z / Holding Bot. System 1 �2• CM PUMP / SIPHON INFORMATION _ Final Grade nufacturer Dem t over � f s qct, 6 }' Mode um GP TD Ift Friction System TDH t ead rcemain Length Ff well 1 F SOIL AB PTION SYSTEM &W1 ENCH Width Length r No.O Trenches PIT No. Of Pits inside Dia. Liquid Deptt - D IME 3 l 4 DIMENSION SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING B10 F7:(4 �12.s Manufacturer: SETBACK CHAMBER I � � INFORMATION Type t e N� m er System: ( 2. — OR UNIT (fl DISTRIBUTION SYSTEM Header/ Mani of 1 ' I Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intak Length �ia. ia. in 1 6 S 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 discrepancies, persons presen jMb6ction #1 123 /lO Ns ection #2: --T-- � _� / u - 2 0 e da - Location: 513 Little Orchard Road, Hudson, WI 54016 (SW 1/4 NW I/4 9 T28N R19W) - 1928191595 The Orchard -Lot 1 1.) Alt BM Description 2.) Bldg sewer length = 32'( 34 ° - amount of cover = 3) 2w�-� 14 - /ao ( Plan revi FF � sion required? ❑ Yes ANo Use other side for additional information. 31 ?JaD K L SeD -6710 (R.3197) Date Inspector Signature Cert N< Safety and Buildings Division COY 201 W. Washington Ave.. P.O. Box 7162 �swnsin Madison. WI 53707 - 7162 She Address Dep artment of Commerce �/ U Permit Number Sanitary Permit Application �'° 3$ In accord with Comm 8321. Wk. Adm. Code. Y� ptor'� ❑ Check if Revision may be used for secondary MUM L Application Information - Pkase Print AR J State Plan I.D. Number _ Parcel Number 0q , . t M( L • _ Mai � O Property Caution G� tt ling Addrea ST CPICyi,X OO' w o t� -A N WA; s ! T�'g N R B � Stan \ ONING Lot Number/ Block Number r Subdivision Name CSM Number ' n/ w S - �6 -Z7� 0 °c 1+ IN II. Type of Buiidbsg (eLeck as that apply) OCigr or 2 Family Dwelling - Number of Bedrooms ❑Village ❑ Pu WCommercial - Descrft Use l grownshj r o State owned III. Type of Permit: (Check only one boat on line A (numbering scheme for internal u30. Complete line B If app — k) A ' ew 2 ❑ RqulaceaaM Sysaem 3 0 Replacement of 6 0 Addition to T " Gauntly um Tank nk stem Permit Number Date Issued B. ❑ Chock if Sanitary permit Previously brood IV. Type of Permit: (Check all that apply)(numbering acheme is for internal use) 3 a 44 M L Ferrind In-Ground 210 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland 22- i d i" 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line 45 ❑ At -Grade 46 0 Aerobic Treatment Unit 49 0 Recirculating 30 0 Other V. t Area Lltormation: Grade Design plow (>� rea Dispersal A Dispersal Area Soil Application Percolation Rate System Elevation don geyired Proposed Ratc(Gals./Days/Sq.FL) (Mdn./Inch) 00 VL Tank Info Capacity in Total Number Manufacturer Prefab Site Steed Fiber Plastic Gallons Gallons of Tanks Concrete Constructed Glass New Paisdos Taub Tanks Seput air Holding Tact - Z C? ` •g *6"Mrrc Z A E t Gap EI L VII. gity Statement- L the underdVnd, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/IORS Number Business Pbone Number Q 4 2, Z -S — 3 71 (- �G y Plumber's Address (Street. City. Staic, Zip Code) 1 0-70 l A k04 "00 L0 d VIII. Corm /De cult Use OW Approved ❑Disapproved Sanitary Permit Fee (includes Groundwater Date Lutred Issu' Agent S' (No Stamps) Surcharge Fee) ❑ Owner Given Initial Adverse) Determination 2 . IIL Conditions of Approval/Reasons for Disa pproval p Attack complete piw (to dye Coaq crab) far the a7atea ore Papa' net dm than $1a a 11 iselm la slu SBD -6398 (R. 05101) S ff 1 /YI l Z� /L 7 H£ o K< fl fl p L 6 ,! L / 17 l E 09 eO ORI) �Q P1tv 3, 00 i i o� J j y ��D �Qory 260 6� L ST U/Zfa�3EL /aoa 7 e<$I poi 0. A B- �I �A S L / TI11r Ole eel PR6 P/tv at I? le i o• J (� a8 'X S2 i �ySr3 y � 26a 6�l L LT w�zpREL lava R E y P �G7 :... �� Alt t4 1 t� 1 A �g- �i y -t7 / 3. ® ®` - 3 ' 7 5 / 46 Bi o Diff user S . � 76" . 0 00 00 �� o 00 00 00 00 00 coo 00 00 00 00 00 00 00 00 OO 00 ��� �r� � 0o Ol oc� Ol Chamber Height DD DO t�D O OO DO OD OD OD O OO L� CE O t= OO O � OO OO All three Bi d' 9IZ06 Can withstand H - 10,leads V*M installed with properly graded Chamber and compacted soils. A mini- Height mum of -12" of cover is required.for H -10 loads. The End;;liew 1,<}" . igh Ca Pad BioDiffus�r is designaed for H -20 loads. A minimum of 18" of cover is 34" required for,W2Q4Ws- 4" Knockout Universal End Cap Chamber 14 High 16 High Avcdlable Sixes Dimensions Standard Capacity Capacity Length 76" 76" 76" Width 34" 34" 34" Height 11" 14" 16" Invert 6.5 9 11.3 10 1379 SOIL EVALUATION REPORT p age t of 3 Wisconsin Department of Commerce A.C.E. Sal & Site Evaluations Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County not less th x• ?1-iRStr�s in size. Plan must St. Croix Attach complete site plan on paper .. _ � t direction and — include, twt not I'nnited to: vertical and h ' _ tol'efer@nge1' Parcel I. D. percent slope, scale or dimemsions, arrow; and faacc�htion' a. his a to nearest road. 040 - 1039 -90 -300, ID #9.28.19.134D Please p nt all inforati >. - awed B Date Persona! irdormatbn you Provide ,be used fo _ t� (Pm�Y Lyar, (1) (mp. Property Owner �, �.f.R. , Property Location 9 T 28 N R 19 W Miller, Sa _ ; �,; � Go vt. SW 1/4 NW 1/4 S — -- — # Block # Subd. Name or CSM# Properly Owners Mailing Address,, ._ F � 1 I _Plat Of Miller's Orchard O P.O. Box 15 = Cit Stata Zp Code Number I City Village ✓ Town Nearest Road Hudson I WI 540x6,` Troy Little Orchard Road 4 Code derived design flow rate 600 GPD Use: f� New Construction � Residential /Number of bedrooms - --- Replacement _j Public or commercial - Describe: _ - - -- — -- — Parent material _ Glacial outwash - - - - -- Flood plain 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. = 93.00'. Boring # Bonng Depth to limiting factor _ ? 1_30 - -_in. Sal Application Rate 98 Pit Ground Surface elev. .74 ft. — Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft= *EfF#1 *Eff#2 1 0 - 12 1Oyr2/1 none sl 2fsbk mvfr — 9s— 2f 0.5 0.9 none s l 2fsb mvfr cs if 0.5 0.9 2 12 -18 1 Oyr3 /3 — — 3 18 -28 1Oyr4/3 none sl 2msbk mfr cs 1f 0.5 0.9 r Is Osg ml gs - 0.7 1.2 4 28-40 7.5yr4/6 none 0 0- Os ml cs - 0.7 1.2 5 40 -52 1Oyr5 /6 none s g Osg ml s 0.7 1.2 h�' t 6 52 -130 1Oyr5/4 non - - -_ — 1 9 1 Boring # I Boring >127 " _in. Soil Application Rate wf Pit Ground Surface elev. _ 98.8 ft. Depth to limiting factor Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIftZ *Eff#1 *Eff#2 1 0 -15 10yr2 /1 none sl 2fsbk mvfr gs 2f 0.5 0.9 none sl 2fsbk mvfr cs 1f 0.5 0.9 2 15 -23 1 Oyr3 13 __ none sl 2msbk mfr 23 -38 cs - 0.5 0.9 3 10 r4 /3 y — — i -- - - -- - -- ml gs - 0.7 1.2 4 38-46 7.5yr4/6 none Is Osg 5 46-61 1Oyr5 /6 _ —none S— - - -- —mI 0.7 1.2 'I s Osg ml - - 0 1.2 6 61 -127 10yr5/4 --- none - -- - -- --- -__ - --- —. -- -- — * < Land TSS > < 150 uent #2 = BOD -S.30 mg/L and TSS < 30 rng/L Effluent #1 = BOD ? 30 _ 220 m g / CST Number CST Name (Please Print) Sig ure: 3602 James K. Thompson Date Evaluation Conducted Telephone Number Address A.C.E. Sal &Site Evaluations 340 Paulson Lake Lane, Osceola, Wl 54020 4!23/01 715- 248 -7767 1 3 79 { pmperfy O Miller, Sam Parcel ID # 040 - 1039 -90 -300 ID# Page 2 of 3 Boring to limitin factor > 131" in. a Boring # Bo 98.88 _ ft. D n9 _ - -- Sal Application Rate y/ Pit Ground Surface etev. _ . Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots }E1S+PD1ii2Eff#2 1 0-8 1O /1 - 7 ne sl 2fsbk mvfr gs 2f 0.5 0.9 2 8 -14 10yr3 /3 ne sl 2fsbk mvfr cs 1f 0.5 0.9 sI 2ms mfr cs - 0.5 0.9 3 14 -27 1Oyr4 13 one -- 4 27 -35 7.5yr4/6 none Is Osg - ml gs - 0.7 1.2 5 35 -59 1 Oyr5 /6 no ne s - Os M cs - - 0.7 1.2 �o•j�. _ _ 1.2 6 59 -131 1Oyr5/4 none s Osg ml_ 0.7 4] Boring # J Boring h to limiting factor > 128 in. y� f pit Ground Surface rev. _ 98.46 ft. Dept n9 _ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0 -9 1Oyr3 /2 none sl 2fsbk mvfr gs 2f 0.5 0.9 2 9 -18 1 Oyr3 /3 none sl 2fsbk - mvfr cs if 0.5 0. -- Is Osg - ml cs - 0.7 1.2 3 18 -27 7.5yr4/6 none 4 27 -50 1Oyr6 /4 no ne s O sg _ ml gs - 0.7 1.2 5 50 -128 10yr5 non s - Osg m► - _ - 0 ' 7 1'2 F5j Boring # - Boring h to limiting factor > 129" in. Pd Ground Surface elev. 98 -- ft. D Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rood *Eff#1 *Eff#2 1 0 - 12 10yr2 /1 none sl 2fsbk mvfr gs 2f 0.5 0.9 -- 2 -- 12 - 17 - - - 10yi3/3 none L mvfr cs 1 f 0.5 0.9 3 17 - 28 1Oyr4 /3 none mfr cs 1f 0.5 0.9 4 28 - 36 7.5yr4/6 none ml gs - 0.7 1.2 5 36 - 57 1Oyr5 /6 none ml cs - 0.7 1_2 6 57 - 129 1Oyr5/4 none ml - - * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 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. L i �C-E O�c��d ■ ��l ©.b5¢�va -�Qv� Qoad 1/0 See. 9, n. pF T /oy cl r ca I 41K. oF-I-B "i'e ba.- "*'�� I& El,Q cr= S'9.s8: �h oka ie. 740 or 'r e- 6( A55a e %d` /0-0 . ■ QN N -a h \a GSM �a Q a� ° ■ 7( ( - t,�Lro(lj, 13 7 0 i 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 _3 2D Number of Bedrooms Design Flow - Peak (gpd) Estimated Flow - Average (gpd) qm Septic Tank Capacity (gal) Soil Absorption Component S ize (ft GVD ' �o Type of Wastewater Do estic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) S'3� Z - .v&. 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 k and outlet filter shall be assessed at least once every 3 years by inspection. T outlet fil r shall be cleaned as necessary to ensure Proper operatio The filter cartridge 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 4 r 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 r 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. 3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer S/¢- Mailing Address ! J� Property Address -573 G o A (Verification required from Planning Department for new construction) City/State UP Parcel Identification Number ®`/e i ' I0 L EGAL DESCRIPTION v Property Location ' /,, ' /., Sec. . T z N -R Town of � division TI�-F G>2.t! 1� �- �_ , Lot # Cer fled Survey Map # G t f 3 �O . Volume Page # Warranty Deed # 3 2 9 "' , Volume S�J . Page # Spot house yes C1 no Lot lines identifiable l yes 0 no SYSTEM MAINTENANCE Impz+ w use and maintenanceof your septic system could result in its premature failure to handle wastes, Proper 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 afl'act 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 master plumber, 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. I/we, 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 d to the St. Croix Count Zoning Office within 30 been maintained completed and returned must be com n ty stating that your septic system has be p da the three year exp' 'Mo on date. . ATURE APPLICANT DATE ,r QWNER CERTIFICATION i; V(we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (am) the owner(s) of A a by virtue of a warranty deed recorded in Register of Deeds Office. Q S� o %W*ArJAtW XPPUCANT DATE * * * * ** Any information that is misrepresented 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 STATE BAR OF WISCONSIN FORM 7 - 1998 62796 TRUSTEE DEED KATHLEEN H. wALSH D(X~ Numbw V OL 1555 REGI OF D DEEDI DANIEL S. SOLBERG AND KARLA J. SOLBERG RECEIVED FOR RECORD 11 -01 -2000 8:30 AM TRUSTEES DEED as Tru DA NIEL S. SOLBERG AND KARLA J. SOLBERG REVOCABLEtee of EXEMPT I TRUST DATED APRIL 26, 2000 - CERT COPY FEEL COPY FEE: TRANSFER FEE: 2180.30 for a valuable consideration conveys without warranty to RECORDING FEE: 10.00 SAM E. MILLER, A SINGLE PERSON 'ES 1 Grantee, Retxxdmg Area the following described real estate in .. State of Wisconsin: County. ?Name and Return AdWess SAM MILLER PART OF,:THE NWIy OF THE NWT AND THE SWIy OF THE NWT AND THE `! P.O. BOX 151 NFFh OF THE NWb AND THE NWk OF THE NEh AND THE NWh OF THE HUDSON, WI 54016 SWiy 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 SECXON 9, THENCE S00'50'54 "E ALONG THE WEST LINE OF SAIDNA 2626.30 FEET TO THE WEST QUARTER CORNER OF SAID p 040 - 1039 - - 000 SECTION 9; THENCE S00'45' 32 "E ALONG THE WEST LINE SWh OF eroel Idsntficatan Ntrnbw (PIN) SAID SECTION 9 150.31 FEET: THENCE S56'24'38 "E 70.00 FEET: THENCE N59'15'17 "E 850.85 FEET THENCE ON AN ARC OF A CURVE TO THE RIGHT 102.10 FEET AND WHOSE RADIUS IS 400.00 FEET AND CHORD BEARS N "W 101.78 'FEET; THENCE N00'21'49 "E 569.05 FEET; THENCE S88 "W 250.00 FEET; THENCE N00050'54 "W 350.92FEET; THENCE S88'57 "W 512.29 FEET; THENCE N00 100.00 FEET; THENCE N88 "E 250.31 FEET; THENCE NO3'10'51 "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 S "W 149.41 FEET; THENCE N89'46'50 "E 148.76 FEET; THENCE S2 256.95 FEET; THENCE N88'57'07 "E 1065.55 FEET; THENCE N89'12'30 "E 325.61 FEET; THENCE S00'47'30 "E 10.00 FEET; THENCE N "E 554.46 FEET; THENCE N01 "E 587.22 FEET; THENCE N55 "E 651.90 FEET; THENCE N38'09'35 "W 413.25 FEET; THENCE S89 "W 142.03 FEET TO THE NORTH QUARTER CORNER OF SAID SECTION 9; THENCE S89'12'35 "W ALONG THE NORTH LINE OF THE NW`s 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 this day of OCTOBER 2000 � it Iv ee- . sea ( L) r �l (SEAL) DANIEL S. SOLBER -- ---- -- KARLA J. SOLBERG Trustee Trustee AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, ss. Count . authenticated thb day of P n Uy came before me this day or I the above named TITLE: MEMBER STATE BAR OF WISCONSIN (If not, to authorized by 5706.06, Wis. Stats.) me known to be the person - ;bL- who executed the foregoing Ut ent and acknowledge the e THIS INSTRUMENT WAS DRAFTED BY H EYWOOD6 CARI S C 04 0 ucT STR FT Notary l - - Sint o f WtSCOA HUDSON, WI 34016 Notary Public. State of Wisconsin My Commission Is permanent. (If not, state expiration date: i necessar(Signatures may y) be authenticated or acknowledged. Both are not ) 'Mmes of persoru si nm n an ca 8 B' y Pauly miWDe typed a Printed below the. slanatuh. TRUSTEE'S DEED STATE BAR OF WISCONSIN C wuconun Legal &anw . o+c FORM No. 7 - 1998 mw.aulN. ws. I , --- _ p�s 4� sy I I FHE ORCHARD SUBOMS/ON W / , /•. ( /M 41m" so �«�II be" OO MRTMA W"cw WOULD INrtR /ERt f CA190 IN PAN a 1,tt NONiNwpT 1 a 1K •wN•�R1R +lo « Wlt K w •OAS wf ORMIoN a M 6 cO1MRENE"m tIN1Rty 1/4 a "d No�1wty, 1/4 be « R•p r n4 WO•"Mitr 1/6 OF Tw MK. wwE r Ma EROYOW PLAN! ► iiw rur. rws a t M / N • ONI I 99 1 1/4 a , R 1 / 4 Or fE�om woWnWr 9. ToWNLM " « r v ials a (W-Aft "m CK- ma w M— � ' �! a E N1K�0 itM1YtY WI/tOwl OI /p►. ,II cO C01M". eRcOANR K\IA.IC (U(.rtvA r1(• MANSON MOO1 "IM NIMAK. MMttR RiCQlpt9 « >.ZIK I I .WK MOM Cu u,NS aM GYMS tataRa. "]o ....]].•E COUNTY HIGHWAY FF 1 512 29' W•57'07'w - - - - - 774 43 I I 1666.45' S89'12'WW 1 + SEE LEF I S10C 1 or SKI 1 OT 28 / / '� LOT "' �LOT�6 s I I 1 q1 " " ,,, 223 Sp 1. z e I I 14513 Sp. Fl. / ` / .: Y. r y� • �`• 2.63 A,c. 11 928 Sq. i 9 1 2 Ac. a SS Ac. 1 I � �� • • \ MIS / I b�\ ` 283.0 988'45'38 1 Lqf 27 - 34 .t . I 109076 Sp. It. I \ q ° f '0 T 7: 1 1.50 A<. b LOT 4 _ / d 1091p9 Sq. 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