Loading...
HomeMy WebLinkAbout040-1285-60-000 ST. CROIX COUNTY WISCONSIN ZONING OFFICE M ! N N h • N�ur ST. CROIX COUNTY GOVERNMENT CENTER - 1101 Carmichael Road Hudson, WI 54016 -7710 =:r (715) 386 -4680 FAX (715) 386 -4686 Thursday, April 25, 2002 Sam Miller 489 Apple Pine Circle Hudson, WI 54016 Regarding septic inspection for Sam Miller. Location of Property in St. Croix County: Municipality: Troy Township Subdivision or Plat: The Orchard Certified Survey Map: Lot: 26 Address: 489 Apple Pine Circle Dear Applicant: A septic inspection of the above reference property was conducted on January 17,2002. This property is located in the NW 1/4 NW 1/4 of Section 9, T28N R19W, The Orchard (Lot 26), 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, Kevin Grabau Zoning Staff cc: file Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: t 399412 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 - 1285 -60 -000 CST BM Elev: Insp. BM Elev: BM Description: I w �' laD •ti r cs gv�t 1 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark 1 l�•� �e..�S f Zlo a � 6� •� l� . a Dosing Alt. BM 9,38 3fi Aeration Bldg. Sewer / Holding St/Ht Inlet ' . �D 43•aS r TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet O $ ,� Septic 1 � / 9 ( Dt Bottom Dosing Header /Man. Aeration Dist. Pipe 1 S8 r Holding Bot. System 1 • � z r Final Grade PUMP /SIPHON INFORMATION JD b0 9R• IS t Manufacturer Dem d St Cover � ��'� Model Number GPM TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. SOIL ABSORPTION SYSTEM l5 ct, BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 43• �S I Z SETBACK SYSTEM TO P/L LDG WELL LAKE/STREAM LEACHING Manufacture INFORMATION CHAMBER OR l�tl i Type f System: ( �^ UNIT Model NN er: okv. Z� DISTRIBUTION SYSTEM Header /Manifold u Pi Distribution x Hole Size x Hole Spacing Vent to Air Intake LL i P Length QQ 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 F121 Yes [W No [gY Yes ❑ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:I_ / �Z I_/ 01 Inspection #2: — �- Location: 489 Apple Pine Circle Hudson, WI 54016 (NW 1/4 NW 1/4 9 T28N R19W) The Orchard Lot Parcel No: 09.28.19.1620 1.) Alt BM Description 2.) Bldg sewer length ![X lrJ? nt of Fover ' - %'As c -� -�-i we , 4 ) -6164 &-FC. A Plan revision Required? O Yes No ' Use other side for additional information. SBD -6710 (R.3197) *Date Insepctor's Signature Cart. No. �, �� s &Buildings Division a Sanitary Permit Application S 201 W. Washington Ave. In accord with Comm 83.2 1, Wis dm__ _erode PO Box 7302 ` � See reverse side for instructions for rrtpletin�g this appl ' ation Madison, WI 53707 -7302 rsconsi Personal information you provide / ' be used for secondary p oscs (Submit completed form to county if not Department of Commerce [Privacy Lavy, s. 15..04(1 (m)] state owned. Attach complete plans to the county co onl for he er not lass,th 8 - 1 /2 x 11 inches in size. Coin State Sanitary Permit Number ❑,heck i on to prevyl ppliea -, 5 State Plan 1. D. Number i Location: I. Application Information - Please Print all Information 1 5� Property Location Property Owner Name /, 1 � /Y 1 d 1 /4, S 7 1 ",N, R 7 E o W Lot Number Block Number Property Ownees Mailing Address � , 1 Phone Subdivision Name or CSM Number City, State Zip Code �.! ? nF �4 ❑ City II. Type of Building: (check one) ❑ village p 1 or 2 Family Dwelling - No. of Bedrooms: S YTown of 7— r(. o ublic/Cornmercial (describe use):_ ❑ State -owned 3 Z S 2� t Road �► C c � It c tE Parcel Tax Number(s) © © Y L, Q, 6 III. T e of Permit: Check onl one box on line A. Check box z on line B if a licable 5 6 ❑Addition to A) 1, ew 2. ❑ Replacement 3. El , Replacement of 4. Ex System System System Tank Onl Date Issued Permit Number B) ❑ A Sanitary Permit was previously issued Check all that apply) ❑ Sand Filter ❑ Constructed Wetland m: i'. Type of POWT System: ( 3a— E; a v' �� ;r�✓ 3 f s " T ou ( ❑Mound In Drip >� ❑ Pr N In-groun G l lolding ❑ Sin g .. ". ss P Line Pressurized In- ground Tank ❑ Recirculating ❑Other: ❑ At- de ❑ Aerobic Treatment Unit V. Dispers al/Treatntent Area Information: l ,Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade / inlinch Elevation Required -L Proposed "L__ Rate (GalsJday /sq. ft.) (M ) I Capacity in Total _ k of Manufacturer Prefab Site Steel Fiber- Platic VII. Tank Gallons Gallons Tanks Con- Con- g Information New Existing crete strutted Tanks Tanks ❑ ❑ ❑ ❑ VIII. Responsibility Statement I, the undersigned, assume respon for installatior, of the POW'CS shown on thr, attached Mans. Business Phone Number Plumbers Name (print) Plumber's Signature (yp.�tamps): t,1I'liviPl2S No.� I Plumber's Address (Street, City State, Zip Code) ow T IX. County /Department Use Only tort o stamps) issuing Agent Signs (N ❑Disapproved Determination Sanitary Permit Fee (includes Groundwater .Dale Issued g g Approved ❑ Owner Given Initial Adverse Surcharge Fee) 2 ZS`. X. Conditions of Approval /Reasons for Disapproval: 1. Effluent filter to be installed and maintained per manufacturer's recommendations. I I' .00 To -cc 14� ....... ........ ..... . . . �D 17 EA Y — roe� BED i v 1( 14 L / - C_ E N 2 EN e N � - �ST•` -1'�1 ��• �'4, �' 2- rZ5 34 Bi S 76" OD OO �� OO �� 00 00 00 00 ot� oo Qo 00 00 OD 00 �� DO DD OO DO OO �� Chamber OD OD 00 DD DD Height OD DO OD DO OD t�D DO Ol DO �� OD OD DO OD �� DD OO l OO O DO Ol OO OO All three BioDiifuser sizes can withstand H -10 bads when ImAelled with properly graded Chamber Mid 96 sods. A, Mb* Height M4' co vet is 10 kWo.-Tho End View BhDUlffuar is, for H•20 loads. A of 18' of cover is 34 r,@qu d :fgr, M -20 loads. 4" Knockout I [ Universal End Cap Avcalable Sizes Chamb ; Length 76" 76 76 Width 34" 34 34 Height 11" 14" 16" v Invert 6.5 9 11.3 10 1404 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page L of Division of Safety and Buildings in accordance with Cam 85 Wis. Adm. Code A.C.E. Sal & Site Evaluations Attach complete site plan on paper not less than _ 8%x 11 inches . in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM ), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. 040- 1039- 70 -000, iD#9.28.17.133A Please print all louion. R Date Personal information You W**1# may be use# W sari iidary Wrpo 9 Law s. 15.04 (1) (m)). G� Z Old- Property Owner , p �} A I Properly location Miller, Sam Govt Lot NW_ 1/4 NW 114 S 9 T 28 NR 19 W Subd. Name or CS ti Lot # Block # M# Property Owner's Mailing AddressP , ° C` T P.O. Box 151 Plat Of Miller's Orchard City S , ;*Code Wkirie N I City _j Village ✓Town Nearest Road Hudson WI 54p1 (t1 j� - 769 Troy Orchard Dr. & Apple Pine Cr. 16 New Construction Use- Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD I 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 Tx 90.625', using 29 high capacity BioDiffuser infiltrator chambers at system elev. = 90.00'. Boring # 1 Boring ✓_J Pit Ground Surface elev. 98.02 ft. Depth to limiting factor 1 34" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF 'Eff#1 - Eff#2 1 0 -13 1Oyr3/2 none sl 2fs mvfr gs 2f 0.5 ✓ 0.9✓ 2 13 -21 1Oyr3/3 none sl 2fsbk mvfr cs 1f 0.5 r 0.9� 3 21 -28 7.5yr4/6 none Is Osg ml Cs - 0.7 1.2 ✓ 4 28-40 10yr5/6 none s Osg ml gs - 03 1.2 5 , 40-83 1Oyr5/4 none s Osg ml gs - 0.7- 1.2 6 , 83 -134 1Oyr6 /4 none s o ml - - 0.7 1.2/ Boring # I Boring i/ Pit Ground Surface elev. 97.79 ft. Depth to limiting factor >129" in. Sad Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfftt •Eff#1 1 0 -14 1Oyr3 /2 none sl 2fsbk mvfr gs 2f 0.5 0.9 ✓ 2 14 -23 1Oyr3/3 none sl 2fsbk mvfr cs 1f 0.5- 0.9 3 23 -28 7.5yr4/6 none Is Osg ml cs - 0.7 1.2 r 4 28 -38 1Oyr5 /6 none s Osg ml gs - 0.7 1.2 5 38 -76 1Oyr5 /4 none s Osg ml gs - 0.7 . 1.2 6 76 -129 1Oyr6 /4 n one s osg ml - - 0.7.,r 1.2/ ' Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 <650 mg/L ' EJRGI = BOD a 30 mg/L and TSS <30 mg/L CST Name (Please Print) Sgnatu CST Number James K. Thompson yt 5--- 3602 Address A.C.E. Sal & Site Evaluations D Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceda, WI 54020 4/23/01 715- 248 -7767 i NOY r property O , Miller, Sam Parcel ID # 040- 1039 -70 -000, ID# Page 2 of !f o Bori ng # -j Bcxi !Ij Pd Ground Surface elev. 96.17 ft. Depth to limiting factor - >127" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eff#1 'Eff#2 1 0 - 16 1Oyr3/2 none sl 2fsbk m vfr gs 2f 0.5 0.9 2 16 -28 1 Oyr3 /3 none sl 2fsbk mvfr cs 1 f 0.5 ✓ 0.9 3 28 -34 7.5 none lcos Osg ml cs - 0.7 1.2 ✓ 4 34-42 1Oyr5/6 - -- - n one - - -- - s Osg ml gs - 0.7 1.2 5 42 -72 1Oyr5 /4 none s Osg ml gs _ 0.7 ✓ 1.2 6 72 -127 1Oyr6/4 none -- s - - osg ml - - 0.7 1.2-/ x+ `gyp 0 4] Ong # J Boring IM Pit Ground Surface elev. 96.60 ft. Depth to limiting favor - > 126" in. Soil Apples Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bounty Roots GPDW 'Eff#1 'Eff#2 1 0 -17 1Oyr3/2 none sl 2fsbk mvfr gs 2f 0.5 % 0.9 2 17 -31 1 Oyr3/3 none sl 2fsbk mvfr cs 1 f 0.5 0.9 ✓ 3 31-40 7.5yr4/6 no ne is Os ml cs - 0.7 1.2 ✓ 4 40-49 1Oyr5 16 no ne s Osg ml gs - 0.7 1.2 5 - 49-81 1 Oyr5 /4 none s Osg mi gs - 0.7 1.2 ✓ 6 81 -126 1Oyr6/4 none s osg ml - - 0.7 1.2 � 7 5-1 F J Bori # 1 fI P�� Ground Surface elev. 96.38 ft. Depth to limiting facts' > 121" in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDN 'Eff#1 'Eff#2 1 0 -14 1 Oyr3/2 none sl 2 fsbk mvfr gs 2f 0 0.9 ✓ 2 14 32 _ k mvfr cs 1 f 0.9 ✓ � 10 r2 /1 none sl 2fsb Y 3 32-44 1 Oyr3/2 none sl 2msbk mfr cs - 0.9 ✓ 4 44-60 1Oyr5 /4 none sl 2msbk_ mfr gs - �J 5 60-68 7.5yr4/6 none s Osg ml cs - 0.7 ✓ 1.2 6 68 - 121 1 Oyr5 /6 none s _ Osg ml _ - 0.7 1.2 ✓ Q+ 9U•o „ R•G ' Effluent #1= BOD 5 30 - mglL. and TSS >30 < 150 mg& ' Effluent #2 = BOD a 30 mg& and TSS <-0 mgll- The Department of Commerce is an equal opportunity service provider and employer. 117 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. Iy y 0 p O Miller, Sam Parcel ID # _ 040 - 1039 -70- ID* Page 3 d � F 6] BW ng # Pit Ground Surface elev. 96.00 ft. Depth to limiting factor > 120" in. Soli gppqcstion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDr 'Eff#1 •Eff#2 1 0 -24 1 Oyr3 /2 none sl 2fsbk mfr gs 2 f 0.5 ✓ 0.9 ✓ 2 24-84 1Oyr2/1 no ne sil Om mfr cs 1f 0.0-/ 0.2 ✓ 3 84 -112 1Oyr none sil Om mfr Cs - 0.0 0.2 ✓ 4 112 -120 7.5yr4/6 none sl Om mfr gs - 0.3 ✓ 0.5 Ste not recx nvnended of rsystem installation due to witreem depth of organic horizons. Boring F-I # Bori J — �� Pd Ground Surface elev. ft. Depth to limiting factor in. Soli Appliostion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDtr `Eff#1 'Eff#2 F—I Bo Bori # ring ft. Depth to limiting factor in. Pit Ground Surface elev. Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIIF 'Eff#1 `Efffl2 • Effluent #1= BOD 5> 30 < 220 mg/- and TSS >30 < 150 n & • Effluent #2 = BOD a 30 nvYL and TSS <—M nV& 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, ulease contact the department at 608- 266 -3151 or TTY 608- 264 - 8777. Sec. 4, Tn. o� 7 oy, 0 5�• c-rof cc., Goo ■ Soy l ©b P"b ,4 l-e e-ire% �tssu.rned elegy B2 . B. To of 4�0 x4�4n. 5 BI ■ eq ■ as 9�0 e� O M ©mac - qua -�c� �r� Ue ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION IrORM OwnerBuya Mailing Address R Property Address 11 P P L ;E P IN E (Verification required from Planning Department for new construction) City/w* o W I Parcel Identification Number - T y,d&L =ON ��J�� r W '/•, Sec., N -R /f j 6 , Town of T /� D Property Location L—. / ._.— bdivi:ion T/4 F D/L Lot # Gerd w Survey Map # 3 tW O . Volume Page # Warmuty Deed # 3 '7 9 G . . Volume � - 5 Page # 3 2° . Spec house yes O no Lot lines identifiable yes 0 no Imp"W use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance the consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper - What you put into system can a gw the function of the septic tank as a treatment stage in the waste disposal system. 04 rent a certification form, signed by the owner and by a ju property owner agrees to submit to St. Croix Zoning Department matter plumber, journeymanplumber, restricted plumber or a licensed pumper verifying that (1) the on-site waatearaterdispoal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 Nil 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 W isconsin. Certification statin g that your sep tic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 ;ICA 'on date. DATE Z AZ;P ATION CERMW 4 i wee) certiitj► that alt statements on this form are true to the best of my (our) knowledge. I (we) am (are) the 'tf�a) of PPLIC virtue of a warranty deed recorded in Register of Deeds Office. DATE NA' 1? Any information that is mil- represented may result in the sanitary permit being revoked by the Zoning Department " " s' Include with this application: ` g py the wa cert ified survey map iif e1ferencelis made f in ice the warranty deed L 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) Estimated Flow - Average (gpd) Septic Tank Capacity (gal) _Z_' _ S40 Soil Absorption Component Size (ft 53 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) r -C Maximum Influent Particle Size (in) Sor�> 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 pUG4ank outlet filter shall be assessed at least once every 3 years by inspection. T outlet filte shall be cl as necessary t ensure not be removed ved unless provisions are made to proper operation. The filter cartridge sould o P 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 component should be avoided since root intrusion into the p onent ma y obstruct wastewater flow. Thi s Q s � s fi� •r. B 4' a Q W a A 6 Q L/ s o r$ (0' Z c G N y Zo 7 3 STATE BAR OF WISCONSIN FORM 7 - 1998 632796 TRUSTEE'S DEED KATHLEEN H. YALSH YB� 1555 ►IC 323 REGISTER OF DEEDS oochahwxwahner ST. CROIX CO., WI - -.. DANIEL S. SOLBERG AND KARLA J. SOLBERG RECEIVED FOR RECORI 11 4130 AN TRUSTEES IED at Trustee of EXEMPT 1 DANIEL S. SO KARLA SOLBERG REVOCABLE CENT COPY FEEt - COPY FEEL TRANSFER FEE: 2110.30 RECORDING FEE: 10.01 for a valuable consideration conve without warrant to PAGES: I Vio E. MILLER. A SINGLE PERSON :lauGdorg Area . ..:-- .- ..._...... .. G rantee. . the following ascribed real estate In ST . County. 'Name & o a " "" Aoorae State of Wisconsin: SAM MILLER P.O. BOX 151 PART OF-'THE NWk OF THE NWk AND THE SWk OF THE NWk AND THE HUDSON. WI 54016 NEk OF THE NA AND THE NWk OF THE NEk AND THE NWk 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 S00 "E ALONG THE WEST LINE OF 040- 1039 -70 -0[10 SAIDNWk 2626.30 FEET TO THE WEST QUARTER CORNER OF SAID P'«' xi'"iac't r'""'a' SECTION 9; THENCE SOO "45'32 "E ALONG THE WEST LINE SWk OF SAID SECTION 9 150.31 FEET: THENCE 556'24'38 "E 70.00 FEET: THENCE N59'15'17 "E 850.85 FEET THENCE ON AN ARC A CURVE TO THE RIGHT 10200 FEET AND WHOSE RADIUS IS 403.00 FEET AND CHORD BEARS N07'32'30.5 "W 101.78 'FEET; THENCE NOO'21'49 "E 569.05 FEET; THENCE 588'45 "W 250.00 FEET; THENCE N00 "W 350.92FEET; THENCE S88'57'07 "W 512.29 FEET; THENCE N00 100.00 FEET; THENCE N88'57'07 "E 250.31 FEET; THENCE NO3'10 "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 "E 148.76 FEET; THENCE S2'27'16 "W 256.95 FEET; THENCE N88'37'07 "E 1065.55 FEET; THENCE N89 ° 12'30 "E 325.61 FEET; THENCE SOO "E 10.00 FEET; THENCE N89'12 "E 554.46 FEET; THENCE NO1 "E 587.22 FEET; THENCE N55'31'03 "E 651.90 FEET; THENCE N38'09'35 "W 413.25 FEET; THENCE 589'31'02 "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. :I Dated this • 31 ay or OCTOBER 2000 ;. ll.l� d -- re ev (SEAI) (SEAW t DANIEL S. SOLID ER . KARLA J. SOLBERG melee Tham AUTHENTICATION ACKNOWLEDGMENT SiWt+tt+reW State of Wisconsin, es j Count before me this day or authenticated this day of the abow nanrd TITLE: MEMBER STATE BAR OF WISCONSIN v to (If rat. me known to be the person - b- who executed the foregoing authorlud by 5708.06. Wis. Sots.) ment and acknowledge the aphe TWS INSTIt"NT WAS DRAFTED BY ' � Y a l .-- H EYWOOD6 CARI. S.C. 204 LOCUST STREET _ S-m gi WISCO HUDSON, WI 54016 Notary Public. State of Wisconsin My commission Is permanent. (if � t, sate expiration ate: (Signatures may be authenticated of acknowledged. Both are not necessary) ..... ...... . __.... - • N.mr of PK Nrw%m NJ c.p"A, ,nxh be toper w ernes batm tar..ta a- . STATE OAK OF WISCONSIN wee~ Lapr !lam Co. ,K TRUSTEE'S DEED FORM No t - ISM wr CY) CU / p hi �yp, ��y�' {' t a .� V/ ` M j 0 Ca •— r ly ca LC) O O cri 7 - ' S` N r� +} LL O 3" Ste': r , r co .� ..:.„ ;;• � •tea.. _ F xi � �, �4 y ., ., .. e � � LO � a 1 \ l i A� 9t s --ter• ° ) Ng LL ` N ` ' ! .� S, y ►� i 011ER_KOAq 7 s. IM .so MMK �.. • { ••� S +.t�lLtot . _ � Y \''•�tr� `: `' . . / O ` _ _ �` ..c oenos .zezx'r F t t� �,� ;\•� ��': � t! � x� �� � � a� _, ° �,, .,•� � , mot. a4 c.oua • i' 3 A` D ).. ! w �'N��'` : 1 y! it 1 O7 ! ' G y' � � � � ^. t• _ Yr �7 y � fY yr �'. �ik ! L �Y" °"! x� • ^� / Y'! 'A � � ,�: a^ , � 8 " ; ...( SN • ,st • 'v S� s� b, :� :• � e +110 ��i' yI1.Y 1'S•'t.. •� - h':. 1. .. :. .(�G ,,? 1..tA'LO07 5 M11t, Y t1 ^oa77f ./i ++ A 7.rt Iy.7. .. a• c,.t i 2666.] 5' S ° 12'35" I W 7.95' 151.45' 4.20' 508.29 6 24 E 125.94' N 8 42` E N 01 X4'11 • E / I 00 18. 3 ' DRAINAGE LOT z /� N 80 '40'42` 8 / E N ASEMENT Sq. Ft 114513 Sq. Ft. / 50 C . IN IZ 2.63 Ac. / N.B. 2. / 06 / rn A N. B N 0 1.98 q / v B 8 9629 s f to I� l N.B. 861 C 24 s ni q• N / cli tk i // x // // / ' o a / OT2 N N / / Sq. Ft. \ / , 8 / ' / 2. 0 /3p / Il / / N.B. •B. 2.08 AC. L o / � 90810 sit, I / / DEDICATED TO / / � / \' ' 19035 Sq. F / / s T HE PUBLIC s � / 2.50 Ac. 2 S 2 �8 46 I. W B. 2.50 / / ��© 2 / 8 29 ' 5 2 � A C. / w ® / £ 234.45 -7 0'0 1090 35 sq, ft. / / •�j r O �•/ / LOT 26 C LINE L \ �� / LpT 25 CD / ti 0 9688 Sq. Ft/ I-S0 1 Aga . .52 Ac. �o;n 0 9435 Sq. Ft. f 2.51 Ac / s ss~r'2s w N N.B 2 32 A d�oo�. 2 11.83' S 89 '39'26` E N B ' 101044 s — \ q. ft. \ \ ���`'S \\ eN.B. 2.36 AC. 3 e20s• N N.B 102923 sq. ft. 2`534 20' DRAINAGE 3 6-2 g W O S EASEMENT NT � f ` 18 2_28.61' 408.71' 1 051.99 S 88'45 38 3 "W 5$ 2 l b 168.99 — — — — — — _ 10511 -99 N 88'45'38" ' - .n•�` N LOT � � 294.00' — — — — — — — 297.0(