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HomeMy WebLinkAbout040-1285-50-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Bui rping Division Sanitary Permit No: INSPECTION REPORT 395167 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 - 1285 -50 -000 CST BM Elev: Insp. BM Elev: B �/ s — 1 , (, l TANK NFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic r Benchmark oa Dosing — Alt. BM i i Aeration / Bldg. Sewer 4 - �. Holdi g Ht Inlet 5/Ht Outlet 7 TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic r Z �, Dt Bottom Dosing Header /Man. eration Dist. Pipe Holding Bot. System L y • L llt 2— Final Grade � PUMPISIPHON INFORMATION k ? Manufacturer _ Demand St Cover - GPM., Model Number TDH Lift Friction Loss Head TDH t Forcpernain Length Dia. Dist. to Well PIE] SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 L SETBACK SYSTEM TO 3 P/L JBLDG IWELL LAKE /STREAM Man ufa L i cturer: INFORMATION H OR S Type Of System: IT Model u er. 3 r c/' DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake i r Pipe(s) / 4' 7 7 Length Dia Length I . � S 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 [p] No i COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1:10/ 7 - 3 / Inspection #2: 5 Location: 530 Orchard Drive Hudson, WI 54016 (NW 1/4 NW 1/4 9 T28N R1 9W) The Ord and Lot 25 Parcel No: 09.28.19.1619 1.) Alt BM Description = o is 2.) Bldg sewer length =Z �'� S, SCE GQratMl r v�1 rw - amount of cover = > 3 Plan revision Requir j Yes No L Use other side for additional informatidn. Z J Date Insepctor's Si ature Cert. No. � -6710 (R.3/97) ._ ` O 0� � , `� �' IS' L Safety and Buildings Division 2 , 01 W. Washington Ave.. P.O. Box 7162�°� sconsin m Madison WI 53707 - 7162 De artment of Comerce Number �a1 s�. Sanitary Permit Application - a` 2 3 9 6 7 In sowed wish Comm 0.21. Wis. Adm. Code, pawl information y provide ❑ if ma be used for Privacy Law a1S. 1 m D. N I, Applieatioe Intasmadon - PMaia filet An letacmatlon PEWNR l Owasr'a Name Panel 4 i S 1 X Al /L L F tz - Property Ptopatgi Ownses Msitiog Address V)if lUUI A• S / T a O N It 19 B l 3 O X / S/ Zip Code Phone Number Lot Number as Block Numbs Cla. swe subdivision Name CSM Number At S `/Olb �7 'rH 0 2cN14 '2 -13 6 y836. 0 Oc�y IL Type a< BWULM ( an that apps) 0vivage 1 at 2 Family Dwelling - Number of Bedrooms ❑ publicXonmercial - Describs Use Nearest Rod 0 awe Owned — �rz O2 W P- ,D D ( O u E- 2 3� RE c l 3 10 D1 ff ✓��" : /7' 1 EA�f�� A n scheme for htternal rasp). Comph� line B if applicable) - 0 0 one on Wre ( 13L Type of Pemlt: (Check nab or Coum►y we A. 1`�eNew 2 0 Replaeem" Sys 3 0dc �lacemCW of 6 ❑ Addition m O q , stem Permit Number Dare Issued li. ❑ Ceck h if Salary Permit Previously Issued IV. Type of Permit: (Cbedc all that apply)(numbaiug scheme is for interoat tnx) j0 - CHW H1E<f 3 / 3 %FAH r� � � 210 Mound 47 0 Sand Filar SO 0 Constructed Wetland 44 g Non Pre miasd IWGr�ouFodR 48 ❑Single Pass Sl ❑Drip Line 22 Presaatiaed b 4touod 410 Holding Tank - f 2.E CAC 3 3X / 3.746 0 Aerobic Treatment Unit 49 0 xec• 90 O Other 43 D A� -G�de N V. Isi Area Intormatlons Percolation R System Elevation Final tirade Dispenal Area Dispersal Area Soil Application ace Elevation Desipt (tlPd) Rewind proposed Rate(dals./Days/S9.pt) (Min ./Inch) z L 9 3 , & 2 ✓ 97, a•p , Spa fT ✓ S3 '� F7 ✓ . 7 0 ) Maaufactunr Prefab Sire Sled Fiber Plastic VL Tank Into GOODSin of Tanksr Concrete Constructed Glace New Esisdai Yentas Tsob ' . / Sepde or llowiat Tank I Z G o yv e- D,.�. � t - 1, the rmderslgoed, assume mponsib0it7 for installation of the POW n shown on the attsehed plow. bili state MP1WRS Number Business Phone Number Nam p4rmber's Na (Prior) Plumber's Signature plumbs': Addrea (Street. city. Staoa. tip Code) 01 o N,) PT-r L t U (f VIII. Corm /De ent Use O Dan hotrod >swiog Agent Sigoaarre (No Stamps) Sanitary Permit Fee (includes dmutdwater Approved 0 Disapproved Surcharge Fee 0 Owner Given Initial Adverse Z Z S OO Q" 0 ( ►vim Determiwtioo - I[. C'anditiaos of App ( moos for Din prtrral / V[ F kC �-- 14 ell o �wSFaa� a ,(-4 Se-r✓l � � K-; C- L.-irer S re (0 ON, 1 - rho S. Attaett aswphty !� (w tW Comely adz) for at afsaa M pPw � iru IYaa il/i s 11 IaeYa Y sloe SAT)-6398 (R. 05 /01) 1403 Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3 _ Division of Safety and Buildings in accordance with Conan 85 Wis. Adm. Code AC.E. Sal 8 Site Evaluations Attach complete site plan on paper not less than 8'% x11 inches in size. Plan must County St. Croix include, but not limited to: vertical and honzerl reference poirnt.(sM), direction and Parcel I.D. - percent slope, scale or dimemsions, norl(r prow, and location anni�tance ro nearest rced. 040 1039- 70 -000, ID #9.28.17.133A Piease pri►l aNinfo lion .��. -, R y Date Personal information you provide �nayDea�so for Roses (Prk" aw�,s. 15.04 (1) (m)). Property Owner ' Property Location I Govt. Lot NW 1 /4 NW 114 S 9 T 28 N R 19 W Miller, Sam k - Mailing Add Lot # Block # Subd. Name or CSMIi Property Owner's P.O. Box 151 `' �` 25 �_ _ Plat Of Miller's Orchard 11 City SNae ; 21p,Code Pt umber; `' _j City _j Village e Town Nearest Road Hudson WI ;54'16 n (715 38�`- x89 Troy Orchard Drive ,e New Construction Use: Residential % Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe __ Parent material Glacial outwash - — Flood plain elevation, if applicable _ na General corranents and recommendations: Recommend installing 2 trenches at Tx 90.625', using 29 high capacity BioDiffuser infiltrator chambers at system elev. = 93.00'. a Boing # Boring sm Pit Ground Surface elev. 98.79 ft. Depth to limiting factor >132" in. Sol Apprrcion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W *Eff#1 *E 1 0 -5 1Oyr3 /2 no ne sl 2fsbk m vfr gs 2f 0.5 0.9 2 5 -11 1Oyr3/3 none sl 2fsbk mvfr cs 1f 0.5 0.9 ✓ 3 -17 7.5yr4/6 none Is Osg ml cs - 0.7 1.2- 4 - 17 -50 10yr516 none s Osg ml gs - 0.7 ✓ 1.2 5 50 -77 1Oyr5 /4 none s Osg ml gs - 0.7 ✓ 1.2 ✓ 6 77 -132 1Oyr6 /4 none s osg ml - - 0.7 1.2 Boring # -) Boring Pit Ground Surface dev. 98.44 ft. Depth to limiting factor ' > 130" in. Sal Application Rate Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots PDG_ I1t *Eff#1 1 0-6 1Oyr3/2 none sl 2fsbk mvfr as 2f 0.5 e 0.9 2 -10 10yr4 /3 none Is 1 msbk mvfr a 1 f 0.7- 1.2 ✓ 3 10 -21 1 Oyr4 14 none s Osg ml gs - 0.7 . 1.2 4 21-64 1Oyr5/4 none s Osg ml - - 0.7-- 1.2 , 5 64 -130 1Oyr6/4 none s Osg ml - - 0.7 ✓ 1.2 ✓ let. * Effluent #1= BOD ? 30 < 220 mg/L and TSS >30 _150 mg1L #2 = BOD < 30 mgll. aid TSS <-X mg/L CST Name (Please Print) Sign CST Number James K. Thompson 3602 Address AC.E. Sal & Site Evaluations Evaluation Conducted Telephone Number 340 Paulson Lake Larne, Osceda, WI 54020 4/23/01 715- 248 -7767 /t/o3 property Owner Mi ller, Sam Parcel ID # 040-1039 -70 -000, ID# _ Page 2 of 3 F # J IM Boring 98.04 ft. Depth to limiting factor > 129" in. R Pit Ground Surface elev. Application ate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 - 0 -18 1Oyr3 /2 none sl 2fsbk mvfr gs 2f 0.5 0.9 2 48-27 10yr3/3 none Is 1 fsbk mvfr Cs 1 f 0.7 r 1.2 3 27 -38 7.5yr4/6 none Is Osg ml Cs - 0.7 1.2 ✓ 4 38 -55 1Oyr5 /6 none s Osg ml gs - 0.7 1.2 ✓ 5 55 -98 1Oyr5/4 none s Osg ml gs - 0.7 ✓ 1.2 ✓ 6 98 -129 1Oyr6 /4 none s osg ml - - 0.7 1.2 13.0 4] F erg # Borin Pit Ground Surface elev. 94.50 ft. Depth to limiting factor > 126" in. Sod Applkaficm Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots "Efltikl *Eff#2 1 0 -15 1Oyr3/2 none sl 2 mvfr gs 2f 0.5 ✓ 0.9 2 15 -25 1Oyr3/3 none sl 2fsbk mvfr Cs 1f 0.5 0.9-/ 3 25 -32 7.5yr4/6 none Is Osg m1 cs - 0.7 1.2 ✓ 4 32-60 1Oyr5 /6 non s Osg ml gs - 0.7 1.2 ✓ 5 60-83 1Oyr5 14 none $ Osg ml gs - 0.7 1.2 6 83 -126 1Oyr6 /4 none s osg ml - - 0.7.✓ 1.2 F �� # J� Pit Ground Surface elan. 94.68 ft. Depth to limiting factor > 125" in. Satl Application Rate Horizon Depth Dominant Cola' Redox Description Texture Structure Consistence Boundary Roots *Eff#1 'Eff#2 1 0 -16 1 Oyr3/2 none sl 2fs mvfr gs 2f 0.5 0.9 ✓ 2 16 -29 1Oyr3/3 none sl 2fsbk mvfr Cs 1f 0.5 0.9 ✓ 3 29-48 7.5yr4 /6 none Is Osg ml es - 0.7 1.2 4 48 -72 1Oyr5/ none s Osg m1 gs - 0.7 1.2 ✓ 5 72-86 1Oyr5/4 none s O sg ml gs - 0.7 1.2 ✓ 6 - 86 -125 1Oyr6 /4 none s osg ` ml - - 0.7 1.2 ' Effluent #1= SOD 5 > 30 < 220 mglL and TSS >30 < 150 mg/L. " Effluent #2 = W0 < 30 ffWL and TSS <30 mg/L The Department of Commerce is an equal opportunity service provider and employer. Kyou 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. I • �� . 3 o-F3 r f"r a 5 M Ass elect _ /GAD. Go. c� 83 fq 8 "�a.. Sys � e 96. o ■ s 9yo' /o z S pt, 5J-e- 9 717. St . Cro i K as. '7i ' 'So u tk p mop . /%n e 33 � 3 Drckd &Ar C - �//Yo3 L c,7 21 0 C, To o, laf spike too 100A I L C 4L l� ` � "�'�� � �. 7-1 —< U e c I 5,4 /l-( M t G..E 4 p is ,44rZ 4 [ o7 -w Z1 -S 012r I 42 v 0R i ve o -� H4+rvt A s .- EA 14 'r f: h / CAI - v3 I t 7 hit L reL't.t. t z `z,...r a 3 4 I B i o Diff user S Iii" i 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 00 Do Dl Do OO DD OO O O �� Chamber OO DO 0� �0 Ot DD DD : O Height OD DO OO �� OD DO OD OD OD DO 00 �0 O OO �0 DO OD D O� o0 00 00 00 00 00 00 00 00 All three BioDftjW sizes can - withstand H -10 loads when l ir With properly graded Chamber an 1 O* A IV"- Height of Myer is requ R- 1010ad&-The End View 1 " `BioDiffuser is for H-W loads. A :t ,1W of corer is 34° r y #phl -Q lids. 4" Knockout SON I Universal End Cap Chamber 1V 14 High 16 High Avcalable Sizes Dimensions Standard Capacity Capacity Length 76" 76" 76" Width 34" 34" 34" Height 11" 14" 16" or 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 b 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 Des i n Specifications r Sanitary Permit Number Number of Bedrooms Design Flow - Peak ( pd) oc Estimated Flow - Average ( pd) L o 0 Septic Tank Capacity (al) - 4 - 4 0 0 Soil Absorption Component Size (ft) 31 F T Type of Wastewater Domestic i Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak ( pd) LOCO ' Maximum Influent Particle Size (in) 1/8 Maximum BOD (m /L) 220 Maximum TSS (m /L) 150 1 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). i i I The operating condition of t tank and outlet filter shall be assessed at least once every 3 years by inspecti . The o �\ 11 b aned as necessary to ensur0 ,.E.r er oper - ation. The filter cartridge should not be removed unless provisio s a 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 v 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 unauthodz6d 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. f 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 i 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. k r 2 E , i t 1: 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 /ma7yy obstruct wastewater flow. � r- vet o f R, �I l�-�1 �oQ /1� Na ✓.Sac I i 3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION 0O.RM O wner /B uyer ; S IVl 1 LL jEIZ —. Matling Address • g '' Property Address 3 U © CL C H A r4 f� (Verification required from Planning Department for new construction .. � IZ�35 - So -hod Cit t7 , o N — Parcel Identification Number T T- DFSCRUMON Property Location �' /a L—. '/•, Sec. �, T N -R LL�V*, Town of , 2 ° C y c, H A Lot # - bdivision T � D 2 °�S •• Cat UM Survey Map # lo'-I 3 (o O . Volume ` . Page Warranty Deed 7 # ! w �. '7 . Volume �� Page # 3 z 3 Spec Rouse yes ❑ no + Lot "lines identifiable yes ❑ no i ;m - --- use aad mainteoanesof your septic system could result in its premature failure to handle wsatea, Proper mamtenance consists of pumping out the septic talc every three years or sooner, if needed by a licensed pumper. What you Put into the system can atTect the function of the septic tank as a treatment stage in the waste disposal system t a certification form, signed by the owner and by a The property owner agrees to submit to St. Croix Zoning Departmen nm �plum�, jo�eymanplurnber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdispoal system is in ptopm operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 fall of sludge. !� Thus, the undersigned read the above requirements and agree to maintain the private sewage dispos s ystem ti h h eft st set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, S Zoning Office within 30 stating that your septic system has been maintained must be completed and returned to the St. Croix County three ear do e. DATE ATURE O i ! ' , • we the awnm(a) of i; V(we) certityr that alt statements on this form are true to the best of my ' (our) kn owled ge. e I ( ) am ( an) hove virtue of a warranty deed recorded in Register of Deeds Offic. • D V7 A r pi DATE ATURII U 0MACAW t. asaaa• •arras• Any, information that is mis- represented may result in the sanitary permit being revoked by the Zoning Departmen •' Include with this application: a stamped warranty deed from the Register of Deeds office s copy of the certified survey map if reference is made in the warranty deed i i ,o STATE BAR OF WISCONSIN FORM 7 - 1998 632796 TRUSTEE DEED KATHLEEN H. YALSN DtC~1110 VOL 1555P ST61CROIXOCO., WI DANIEL S. SOLBERG AND KARLA J. SOLBERG RECEIYEI FOR KM 11-01 -2990 Is30 AN TRUSTEES OED u Trustee of ExWT I SOL BERG DANIEL S. . SOL REVOCABLE CERT COPY FEES RIL 26, 25W COPY FEEL TRANSFER FEE: 2010.30 RECMI Ni FEES 10.00 for a valuable consideration con without warrant to PABESt 1 SAP E. MILLER. A SINGLE PER S ; AVAXow) Aron G rantee. - - ....__ .- . -- ............. the following described real estate In County. !Name and Return Ames Stale of Wisconsin: SAM MILLER PART OF;THE NWk OF THE NA AND THE SWk OF THE NWk AND THE i P.O. BOX 151 HUDSON. WI 5016 NEk OF THE NWk AND THE NWk OF THE NEk AND THE NWk OF THE 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 t? SAID SECTION 9, THENCE SOO'50 "E ALONG THE WEST LINE OF - SAIDNWt 2626.30 FEET TO THE WEST QUARTER CORNER OF SAID Pat MereeeatimN~ SECTION 9; THENCE 500 "E ALONG THE WEST LINE SWk OF SAID SECTION 9 150.31 FEET: THENCE S56 "E 70.00 FEET: THENCE N59'15'17 "E 850.85 FEET THENCE ON AN ARC OF A CURVE TO THE RIGHT 102.10 FEET AND WHOSE RADIUS IS 403.00 FEET AND CHORD BEARS N07 "W 101.78 'FEET; THENCE N00 "E 569.05 FEET; THENCE S88 "W 250.00 FEET; THENCE N00 "W 350.92FEET; THENCE S88 "W 512.29 FEET; THENCE NOO 100.00 FEET; THENCE N88- 57'07 "E 250.31 FEET; THENCE NO3 ° 10'51 "E 202.31 FEET; THENCE N32 "W 95.25 FEET; THENCE NO2 "E 136.96 FEET; THENCE S87 ° 34'25 "E 198.63 FEET; THENCE S01 "W 149.41 FEET; THENCE N89 "E 148.76 FEET; THENCE S2 "W 256.95 FEET; THENCE N88 "E 1065.55 FEET; THENCE N89 0 12'30 "E 325.61 FEET; THENCE S00'47'30 "E 10.00 FEET; THENCE N89'12'30 "E 554.46 FEET; THENCE N01'23'32 "E 587.22 FEET; THENCE N55'31'03 "E 651.90 FEET; THENCE N38'09'35 "W 413.25 FEET; THENCE S89 0 31 1 02 "W 142.03 FEET TO THE NORTH QUARTER CORNER OF SAID SECTION 9; THENCE S89 "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 Dsud this ay or OC TOBER 2000 (SEAL) Yes Jl d IOwn /.,, c (SEAL) , r i DANIEL S. SOLBER . KARLA J. SOLBERG Tnattw Those i AUTHENTICATION ACKNOWLEDGMENT Signatures) � of Wisconsin, ._tides ' ss. ��i•G Count . P Ily time before rr* this ay of If authenticated this ay of Lt] the above named TITLE: MEMBER STATE BAR OF WISCONSIN v to (If trot, me known to be the person L who executed the foregoing authorized by 5706.06, Wic Slate.) ttument and acknowledge the THIS INSTRUMENT WAS DRAFTED BY L H EYWOOD& CARI, S.C. 204 t. - iST STRBBT _ q- t�WlSCOlIS Note Public, State of Wisconsin HUDSON, WI 5 4016 �' i My commission Is permanent. (If n t, state expiration ate: (Signatures may be authenticated or acknowledged. Both are not necessary) ....-'- --.... • N' w of yawn or" to en c.p."ty I-M W typal w eritu.e O.Io. uwr .%-wm TRUSTEE'S DEED STATE BAR OF WISCONSIN wnwnun up aW* Co„ e¢ FORM No. 7 - IM ! M ."". we I L. ou Ac. � w v NI I j I N C. / / B. 2.52 AC. c I i Q W w / N.B. 109949 sq. ft. 1 O Q / Dk rn elf tk // / J / \ w 63.34' 63.34' .. Of �p I S 39'31 03 E c/) 66.00' i :D I / 'o / 45 4 24 , S 72'59'17" W t '33.00 / S , 12 ' OT 2 N / / N (n \ `3 •. 33.00' 14 � 2.50 �. B. 2.08 AC. LOT 21� N.B. 90810 ssl--ft. / 109484 Sq. Ft.� / 2.51 Ac. G N.B. 2. A C.\ 0\ \ \ s,� ` N.B. 109484 sq. ft. �.\ r 2 � Ar. 45 cs, \ o .MATCH LINE � / 75 ' \ \ oos \ c < < LOT 25 �� 25' 457.43' S 89'43'28 W 60 \\ \ 1,io 0943 Sq. Ft. \ \ o 2.51 Ac. Ul) LOT 24 ° N.B 2.32 A C. c N.B. 101044 sq. ft. o. 6, 113914 Sq. Ft. C 2.62 Ac. 82 N 2815'34» W N.B. 2.62 AC. 20' DRAINAGE 369 -29 S — N.B. 11,914 sq. ft. .f EASEMENT 47 E — DEDICATED TO of cr THE PUBLIC 408.71' �� 414_67' - - - - - -- — -- — — — — — — — -- — — — — — — -- 1051.99 S 88'45'38 W _ _ - --ORCHARD DRIVE— - - - - - — 1051.99' N 88'45'38" E - -- 292.0 POND HWE 0 294. 297.00' u l �. � 904.40' A :41 LOT 0 1 3 2 LOT LOT 14 109112 Sq. Ft. �' 110514 Sq. Ft.s 89 34 04' E 109006 Sq. Ft. 2 .5 0 A c. 0 2. A c. 2 .50 Ac. N z I N.B. 2.44 AC. I N.B. 2.50 AC. , N.B. 2.25 AC. N N ° N.B. 98014 sq. ft. N.B. 109112 sq. ft. I N.B. 106220 sq. ft. N O CJ1 N SEE DETAI rn �a na' • fj Cc 6 Z�4.4 '0 cc (3) > LM -C C) W 00 I'M CO) LO 0 CO .1 Ln r � C*-4 ca 00 0 LO nj C LO CO L2 C%4 LL (D (0 U') Ci) > m - N 13 I All E!.Vw 4 •11ju0s m.K.DLMN go= v- A, LMN.Irl i 00 ut lk E w 41 MW s Mn i^, 30 Is3k o/l AMU