Loading...
HomeMy WebLinkAbout040-1284-20-000 r - r vi &vonsM Department of Commerce PRIVATE SEWAGE SYSTEM County: .swety and Buildings Division St. Croix INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes [Privacy Law. s.15.04 (1)(m)). 384239 Permit Holder's Name: 0 City ❑ Villag ❑ Town of: State Plan ID No.: M Iler, Sam Troy Township CST 8M Elev.: Insp. BM Elev.: BM Descriptio Parcel Tax No.: I 0D.a 00,p / c L%STBM 040- 1284 -20 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Clu iz6o Benchmark 3,6 z. /0 A- /A-7) r Dosing 0 It. BM 2•12 oo- Aeration Bldg. Sewer Holdi St/ Ht Inlet TANK SETBACK INFORMATION St/ Ht outlet 1 7S : /o TANKTO P/L WELL BLDG. Ventto ROAD Dt Inlet Air Intake Septic 0 1 ZZ l - — NA Dt Bottom Dosing NA Header ) Man. � zo l y Aeration NA Dist. Pipe , 3 r qr{- ZT Holding Bot. System PUMP/ SIPHON INFORMATION Final Grade K. - C) `�$. 67- Man4facturer D and SI Cover Z /Dl. OS Model N PM TDH I Lift Friction I System Ft ad _1 1 Ne " Forc ain Length Dia. Dist.Towell [ SOIL ABSORPTION SYSTEM —� am NC Width Length, No. Of Tren es PIT No. Of Pits Inside Dia. Liquid Depth D I ME ' 3•�S" J► Z OIM N I N LEACHING Manu acturer: SETBACK SYSTEM TO P / L BLDG WELL LAKE /STREAM 101) (FFu INFORMATION Type O System: l s r r w I CHAMBER M e J. ^' OR UNIT DISTRIBUTION SYSTEM Header /Mani old Distribution Pipe(s) x Hole Size ;Hole pacin Vent To Air Intake Length Dia. L n th Dia. Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth Of xx Seeded /Sodded xx Mulched Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes (I No ❑ Yes C] No COMMENTS: (Include code discrepancies, persons present, lellsdection #1: I Plo /ol Inspection #2: -- - t -- Location: 529 Orchard riv %iZd$op, WI 5401 (». 6 (NW 1 /�I NW 1/4 9 T28N R19W) - 0928191606 -Lot 12 1.) Alt BM Description = r t«,k. �++w+�► 2.) Bldg sewer length = ZZ u - amount of cover= > ?p sft � �u �'� y (e n A -/Co � --- Plan revision required? []Yes r6 No 0 1 Use other side for additional infor atlon. imi 9 SBD -6710 (R.3/97) Date inspectoisSignature m cert No 6fec # g am. TN d,12 4e JAA w ' y ll \ \_��r�J' � I • � �0 0 0 a s 7 0' 1 N y 1 i 34/ #� S'f(o Gam FF Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.2 1, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 lV i sconsin Personal information ma ou provide be used for second purposes p Madison, WI 53707 -7302 Department of Commerce y p y (Submit completed form to county if not [Privacy Law, s. 15.04(1)(m)] state owned.) Attach complete plan copy only) for the system, on paper not less than 8 -1/2 x I I inches in size. County it r ❑ Check if revision to previous application State Pl I. D. Num ber cAju M , � 38 `f2 32 I. Application Information - e Prin or!!! lE( i\ Location: Property Owner Namesa t %Z Property Location G� f) ,.!^� 5A ham( / r i 1 I--L - t / f l4 N�1/4, S / T°� X RI fE (04.� Property Owner's Mailing Address' kt A Lot Number Block Number City, State Cod Phone Number Subdivision Name or CSM Number vC�S o ,u cv ► /�_ l�� (,.�- ) 3 g� 2 71oy o 2cH� p II. Type of Building: (check one) ❑ City ❑ 1 or 2 Family Dwelling -No. of Bedrooms :� ❑ Village ❑ Public /Commercial (describe use):_ VTown of T" y ❑ State -Owned (] ( � ry [ r , / r� Nearest Road )( ! r l 3 �I G E I C TT E �J �� �kM �c T- N y r(s) III. Type of Permit: (Check only one box on line A. Check box on line B if applic p qr — / a gy _ A Q — Q p O A) I. New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. cf , a $ . / q , / ( O 6. ❑ Addition to ystem System Tank Only Existing System $) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) 3 © >2 S Non- pressurized In- ground L EA40 ❑ Mound ❑ Sand Filter ❑ Constructed Wetland Pressurized In- ground o2 - f j FW #F ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade 3 "u '7 .7 5 ' ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: I. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate . System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) I Elevation -- 93, VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks ❑ 11 ❑ ❑ -� (G �LG 1.�� /S, . f ao f7r L ❑ ❑ ❑ ❑ 11 r3 I VIII. Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) Plumber's Signature (no ps): MP/MPRS No. Business Phone Number Plumber's Address (Street, City, State, Zip ode) 106 Nv 7 2 ©�}D sore wr o/ IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued I su' g Agent jSignfre (No stamps) ( Approved 11 Owner Given Initial Adverse Surcharge Fee) L V Determination �$ , NMQ� 0 Zp ( X. Conditions of Approval /Reasons for Disapproval: lt,S � IN�W� •�'""`'�' !Q C81Mvt1P.ttDQQ�i`Dftf,, SBD -6398 (R 07/00) �vr �yy.00� I l Q 1 w a ; E s , � 3 n 30 V i NI C 1 5�Hr4M�k5 -r - -- 3 m -ToT A L IAJ PocvF� -VOU 11Aie1) 351 ©i2cjtsfR 1) Q1Y - - - -- � i X55 i i I i � w a � 3 , 3 NOcJs ` - 1g'x se'$ C o 3 Z6o _44 ZT Z TLENCHr S 3m - TbT A L A N �ou/F -2 -pelt �9y.00 1390 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Sal & Site Evaluations Attach complete site plan on paper not less that 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontaloWence point (BM), direction and percent slope, scale or dimemsio►s, north ate, and location .andaflstance to nearest road. P I.D. 040 -103 -70, ID#9.28.19.133A Please prig 11 Information. LR By D ate Personal 1Mormalion you provide m be.used for se*xXoposes (Privacy Law, s. 15.04 (1) (m)). - ; Property Owner Property Location Miller, Sam I � � Govt. Lot LW 1 /4 NW 1/4 S 9 T 28 N R 19 W Property Owner's Mailing A idress! �.i ,* f { of # 766�"--T` ubd. Name or CSM# P.O. Box 151 1� t t �`:,`G 12 Plat Of Miller's Orchard City Stafe ' Zip Code Ph J City _j village e, Town Nearest Road Hudson j WI"' ;5401615) 366-276 E Troy I Orchard Drive N' New Construction Use: sM Res l 46edrooms 4 Code derived design flow rate 600 GPD J Replaosment J Public or conxr>erciai - Describe: Parent material Glacial outwash _ Flood plain elevation, if applicable _ na General comments and r8commendations: Recommend installing 2 trenches at Tx 90.625', using 29 high capacity BioDiffuser infiltrator chambers at system elev. = 93.00'. Boring # J Boring f/ Pit Ground Surface elev. 98.00 ft. Depth to limiting facto' > 130 in. Sol AppGca ion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' *Eff#1 *E 1 0 -13 1Oyr3/2 none s l 2f mvfr as 2 f 0.5 0.9 2 13 -25 1Oyr3/4 none sl 2fsbk mf r cs 1f 0.5 0.9 3 25-40 7.5yr4/6 none Ifs 1msbk mfr as 1vf 0.7 1.2 4 40-62 1Oyr4/6 none s Osg ml cs - 0.7 1.2 5 62-83 1Oyr5 /6 none s Osg ml gs - 0.7 1.2 6 83 -130 1 Oyr5 /4 n one s Osg y x t - - 0.7 1.2 Bang # J Boring 1,JI' Pit Ground Surface elm 99.27 ft. Depth to tirniting factor >133" in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ft' 1 0 -14 1Oyr312 none sl 2fsbk mvfr as 2f_ 0.5 0. 9_ 2 14 -27 1Oyr4/4 none sit 2fsbk mfr cs if 0.5 0.8 3 27-39 7.5yr4/6 none Is Imsbk mfr as 1vf 0.7 1.2 4 39 -57 1Oyr4 /6 none s Osg ml cs - 0.7 1.2 5 57 -90 1Oyr5/6 none s Osg ml gs - 0.7 1.2 6 90 -133 1Oyr5/4 none s O rot,1 - - 0.7 1.2 * Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30(150 mg/L ' 2 = BOO . S.30 mg/L and TSS <,30 mg/L CST Name (Please Print) Signal CST Number James K. Thompson 3602 Address AC.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, Wl 54020 4/23/01 715- 248 -7767 1390 p Owner Miller, Sam ParoM ID # 040- 103 - 70, ID *9.28.19.133A Page 2 of 3 F Boring 3 � # { Pit Ground Surface eiev. 98.53 ft. Depth to limiting factor > 132" in. Soil Application Rate Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GP *Eff#1 'Eft#2 1 0 - 14 1Oyr3/2 none sil 2fsbk mvfr as 2f 0.5 0.8 2 14 -26 1Oyr4/4 none sil 2fsbk mfr Cs 1f 0.5 0.8 3 26 -35 7.5yr4/6 none Is 1 msbk mfr as 1 of 0.7 1.2 4 3546 1Oyr4 /6 none s Osg ml Cs - 0.7 1.2 5 46 -79 10yr5 /6 none s Osg ml gs - 0.7 1.2 6 79 -132 1Oyr5/4 none s Osg 1 - - 0.7 1.2 6(.3 .3 1 41 BWng # j flaring I 1 0 Pit Ground Surface elev. 98.75 ft. Depth to limiting factor >138" in. Soil Apples iFee Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPDffe *Eff#1 "Eff#2 1 0 -12 1Oyr3/2 none sl 2fsbk mvfr as 2f 0.5 0.9 2 12 -23 1Oyr414 none FIS O 2fsbk mfr Cs if 0.5 0.8 3 23 -30 7.5yr4/6 n one lmsbk mfr as 1vf 0.7 1.2 4 30-12 10yr4 /6 none s Osg ml Cs - 0.7 1. 5 42 - 1Oyr5 /6 none s Osg ml gs - 0.7 1.2 6 76 - 138 1 Oyr5 /4 none s Osg M I - - 0.7 1.2 fo9l D Ong # Wng } Pit Ground Surface elev. 96.95 ft. Depth to limiting factor 128" in. Soil Appliratim Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bo7as Roots "Eff#1 *Eff#2 1 0 -14 1Oyr3/2 none sl 2fsbk mvfr 2f 0.5 0.9 2 14 -26 1Oyr3 /4 none sl 2fsbk mfr Cs 1f 0.5 0.9 3 26 -34 7.5yr4/6 none Is 1 msbk mfr as - 0.7 1.2 4 34 -50 1Oyr4/6 none s O sg ml Cs - 0.7 1.2 5 50 -78 1Oyr5 /6 none s Osg ml gs - 0.7 1.2 6 78 -128 1 Oyr5 /4 none s Osg PK 1 - - 0.7 1.2 147. " Effluent #1= SOD 30 < 220 mg811- and TSS >30 < 150 mg/L " Effluent #2 = SOD -�_ 30 mg& and TSS <-0 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. Pg ■ 5c,'/ observe -&Dn sec. I, 7n. or T o N .�'e:'._ '/0' 970 98, Cc vu ,- a , a5 99 d e o \ 63 lu a o� a� O 13eoc.1, cud T of „ $.r►1.: ►'la�l ;� power I ^ebar. pole. Elegy �P .4 1390 3 0_ e s S y s IRFOW e/. f 3, 0 Bi S 76" �� OO DD OO OD OO Old OO �a DD DO DO OO �� Ol Dim OO �� �� O t�t DO Do DO Dt DD Dl Chamber OD oo OD o0 0o DO OD DO OD Height DD oo DD oo Dl oo �� oo OD OD oo OD 00 Ol OD O( 00 Ol OD OO O OO OO DO 00 OO OO All three Bio °sS withstand H- 10,loads when installed with properly graded chamber and compacted soNs. A mini - Height mum of 12" of cover is required for H -1D loads. The jView 14 "' High Capac itty BioDiffusel is deigned for H -20 loads. Am inim, um, of 1 W of cover is 34° req ed;`, C.H -20. pds. Y��•�'SY�� � >� ��:., 4" Knockout i Universal End Cap AvCalable Sizes Chamber 11 99 14 Hi Dimensions Stan Capac C apaci ' ty Length 76 76" 76" Width 34" 34" 34" Height 11" 14" 16" i Invert 6.5 9 11.3 10 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 23 Number of Bedrooms L t Design Flow - Peak (gpd) &Q0 Estimated Flow - Average (gpd) Lfn Septic Tank Capacity (gal) jun � Soil Absorption Component Size (ft) Sao - b Type of Wastewater Dom tic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) 126A S - &A 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 eve 3 Se Ta every ears Y P P 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 unde r s p . 281.48 Stats. The contents of the tic tank shall be disposed of in accordance with septic 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 s and outlet filter shall be assessed at least once every 3 years by inspection. ThekQutIet shall be cleaned as necessary to ensure pro n. The filter cartridge should not be removed u nless p rovisions 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. 3 1 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Sf ` L L�2 Mailing Address s'l a a rcha r4 r e. Property Address 1 r (Verification required from Planning Department for new constructs CIO- (03 City/State ga & S ° N 4/ ; Parcel Identification Number & `/ 0 , t a 3 9 -° 4 a - a a a LEGAL DESCRIPTION Property Location ' /•, Sec.T zg N -R 19 ,Town of T2 �_ • ,Skbdivision rel 1 L L r /L o Lot # Z' Certified Survey Map # ° Volume ' , Page # Warranty Deed # , (0 3 2 - 7 I . Volume ` . Page # 3 2 3 Spec house ❑ yes ❑ no Lot lines identifiable ❑ yes ❑ no SYSTEM MAINTENANCE Impraper use and maintenance of 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 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 master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal 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. Uwe, 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 days of the three year expiration date. - 2 22 TURF O LICANT DATE WNER CERTIFICATION -i; 1'(we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the propb above y virtue of a warranty deed recorded in Register of Deeds Office. f 3 SI ATURE O PIaCANT DATE * * * * ** 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 STATE BAR OF WISCONSIN FORM 7 - 1998 6$2796 TRUSTEE'S DEED KATHLEEN H. WALSH ���� REGISTER OF DEEDS Document Number AGE 323 ST. CROIX CO.WI VOL VOl -- RECEIVED FOR RECORD DANIEL S. SOLBERG AND KARLA J. SOLBERG I1 -01 -2000 8:30 AM TRUSTEES DEED as Trustee of EXEMPT N DANIEL S. SOLBERG AND KARLA J. SOLBERG REVOCABLE CERT COPY FEE: TRUST DATED APRIL 26, 2000 _ COPY FEE: TRANSFER FEE: E880.30 RECORDING FEE: 10.00 PAGES: 1 for a valuable consideration conveys SINGLE PERSON SAM E. MILLER, A -_- ',..:� Rccrxdutg Area Grantee, _.. the following described real estate in ST. CROIX . X Count +Name and Return Address State of Wisconsin: SAM MILLER P.O. BOX 151 PART OF,'THE NW-4 OF THE NWk AND THE SW'4 OF THE NWiy AND THE ',! HUDSON, WI 54016 NE'4 OF THE NWT AND THE NWT OF THE NE% AND THE NWZ OF THE SW' OF SECTION 9, TOWNSHIP 28 NORTH, RANGE 19 WEST, T014N 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 ° 50'54 11 E ALONG THE WEST LINE OF 040 - 1039 -70 -000 SAIDNWti 2626.30 FEET TO THE WEST QUARTER CORNER OF SAID Parcel Identification Number (PIN) SECTION 9; THENCE S00 ° 45'32 "E ALONG THE WEST LINE SW� OF 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 403.00 FEET AND CHORD BEARS N07 ° 32'30.5 "W 101.78 FEET; THENCE NOO ° 21'49 "E 569.05 FEET; THENCE S88 ° 45'38 "W 250.00 FEET; THENCE NOO ° 50'54 "W 350.92FEET; THENCE S88 "W 512.29 FEET; THENCE N00 ° 50'54" 100.00 FEET; THENCE N88 ° 57'07 "E 250.31 FEET; THENCE NO3 ° 10'51 "E 202.31 FEET; THENCE N32 0 19'49 "W 95.25 FEET; THENCE NO2 ° 24'54 "E 136.96 FEET; THENCE S87 ° 34'25 "E 198.63 FEET; THENCE S01 ° 54'33 "W 149.41 FEET; THENCE N89 ° 46'50 "E 148.76 FEET; THENCE S2 ° 27'16 "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 0 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 0 12'35 "W ALONG THE NORTH LINE OF THE NW- OF SAID SECTION 9, 2666.45 FEET TO THE POINT OF BEGINNING, SAID PARCEL CONTAINS 96.52 ACRES AND IS SUBJECT TO ANY EASEMENTS OR RESTRICTIONS OF RECORD. Dated this day of OCTOBER 2000 fUt _ (SEAL) �T� n.�D� (SEAL) DANIEL S. SOLBER KARLA J. SOLBERG Trustee Trustee AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, 55. �, COUf1C . P n 11y came before me this _ day of authenticated this day of ��' � the above named szii TITLE: MEMBER STATE BAR OF WISCONSIN to (If not, me known to be the person 2 :3- who executed the foregoing authorized by §706.06, Wis. Slats.) i strument and acknowledge the e. THIS INSTRUMENT WAS DRAFTED BY e ! orary���'l� H EYWOOD& CARI S C 204 LOCUST STREET _ S�at_e of WISCOAS HUDSON, WI 54016 Notary Public, State of Wisconsin My commission is permanent. m (If nj state expiration date: ( Si be authenticated or acknowledged. Both are not (Signatures may necessary) Names of penons signing In any capacity muu be typed or printed below their signature. STATE BAR OF WISCONSIN w,sconsln Legal Blank Co.. Inc TRUSTEE'S DEED FORM No 7 - 1998 Milwaukee. Wis I • fs y 4. W Ori1 >I•1 I 'CIl lo .�c I' I a= jpr I r x a I ID Wlr- �� zKg �m n-- -f M, oI Io, 1 y As � ° 2626.3C' seo'so's4'E I I� z= ' 127a.89' S00 ' " 50S4 E I O WEST LINE OF NW 1/4 SECTION 9�s�> l '' 3 - o $ - ' ,9Z'OLZ I i'' .OL'Z6t n c ; ,� l ,Lt'Z lS N , I rte' ` - c� ^ O z ml .. n J m Z N tiV Pl D I �7 ' Z !O I N A Z 4 0 A O In A O m I N N N J � r I � ♦J m' i N. m Z \ V O O . r� ' i O n '� z 2 Z Z m P 4 N O Cc,') m U! 01 / � / o N I AID it Si \ y O Z 2 Z O n��n�� m.. o LA I 3011 1 2 ,, nD O a / — f N 1 ' I / �± �D w 10 += n om • . ivy p .ten I -1 / F N; �� I \�/ E ^ \ .. \' J Z Nm p N r I A ( Z i ^1 V o, 0 136.96' \ m z _1 1 tot. tgt, I� 1 M SL Z.l `•.SB Z♦ _ _ _ _ _ _ _ v i o c Cc a NO2'24'S4 "E Z v \ I �(' \ o o n c. I mC f 1 202.31' NO3'10'S1 c �� ONO J JN O NV I I / = o tp — \ \ z z o > cV QO L+F J!�J. �v lo° \/ mz NjA " \ �� \ \\ tP� C E at 5 a) N ?\ co elp 0 L�pC1 - � 2 O I � _ -( m (D O // i q�L J92.Ot• .00' S 09 '323, ly - - -- -- - - - o o N z / v nd 1•��� �� v 10 9.99r 256.95' S02 27'16"W to �,G O , // i' � • - J ` \ \ ` \ z o 0 > // m / �. N O d \ • ^j \ \ \ z D l^ IVY f / \ O A A rl to to bD e • — Q' ' AWN 40. ,"I I N� \\ \\\ m= NN� in an d I oD : �a `\ \ \\ m� uwO E^: s�, '� M SL f 1.10 N l9'OCt 3�'I33' I I 'l d \ \`\ \\ `` \ \\ :10 De I 9 r� 0 o l > " I MM V I I \\ \ \ \\ \ n 7W �.0 cI Am= mz I NI I $ 504 5029'w z O Ln IO N • \\ V ?,``/' ��'� CD rn b" D z C� �- n > pp Z Nl. O 00 n D O� � � f1i t 0 0 >0 N \ Z2 aCl OIN D� N 1 - U \ \ \ \ \ M SZ tl.l0 N 091Lt 4 I Y ° n Z 3 Zt Z 00 S lC[9f \ 80 98 Z N �1 a II - . • �I / m .1't - qu \ \ \ \ ,L 9'LtZ\ .Ul PL&T1ED_IjAN().S S00' 32 "E R.A. 1246.65' 476 29' S00'a5'32 "E 1251.41' S00'50'54 "E WEST LINE OF NW 1/4 SECTION 9 2476.29' 50.31' , t9stl N P. OcC�l ns� o NO ' . ��g m rn N �./ u c c = ° ti z �.o ° s � N ° / tC U Lp \ i / m t _D� oyGG'z oaf Oi rn. p• S . U fC�p �'� z S u•� uv' d� ✓ a> ^ AN O N >z C g z { . o A; °° � F^ nA c• _ p��� m yN , N_ro �F 2 m �. w `S/ • 2 N n D Ul c U _ k J ( A 15 p A\ JJ N O I n z > W si I nn D� O \ on a ; v III _ fL O' M