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HomeMy WebLinkAbout040-1285-40-000 isconsin'Department of Commerce PRIVATE SEWAGE SYSTEM county: St. Croix afety and Building Division INSPECTION REPORT Sanitary Permit No: 395201 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 Troy Township 040 - 1285 -40 -000 CST BM Elev: Insp. BM Elev: BM Description: 6 r TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark 0 Alt. BM - Aeration Bldg. Sewer Alt Holdin t inlet Aj .7y 9 TANK SETBACK INFORMATION t Outlet TANK TO , WELL BLDG. Vent to Air Intake ROAD Inlet — E7 7 Septic ! r I -} � , Dt p Header /Man. Aeration Dist. Pi olding Bot. System 9 -57 /'Z -"!� 1 2,3 -s- Final Grade � PUMP /SIPHON INFORMATION ManAwUer Demand St Cover S< zs lob. Model Number TDH Lift ion Loss Systdhi T Ft Forcema' Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM ( BEDITRENCH Width Length No. OrTrenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 2 i , I '— SETBACK SYSTEM TO P/L JBLDG IWELL LAKE/STREAM LE Manufacturer. INFORMATION C BE R Type Of System: tv�A Model Number Z DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake I t Pipe(s) / -f r Length_ Dia L Length Dia Spacing _ �U 0 SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over IDepth Over xx Depth of xx Seeded /Sodded Mulched Bed/Trench Center Bed/Trench Edges Topsoil [ 11-11 1 xx Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: (9 / L3 / e2L Inspection #2: Location: 538 Orchard Drive Hudson WI 540116 (NE 1/4 NW 1/4 9 T28N R19W) The Orchard Lot 24 // Parcel No: 09.28.19.1618 1.) Alt BM Description = 2.) Bldg sewer length = S� �pn„� P" - amount of cover = ^ y 3.�w, INC of YIn.lL( Plan revision Required? ❑ Yes No Use other side for additional information. Date �Inseper's S' ature Cart. o. SBD -6710 (R.3/97) dL r 0 f, ar c Satay and Buiwia8s Division COMM 201 W. warbi ftm Ave., P.O. Box 7162 ST C N iliw6nsin . Wl 33707 - 7162 �. 5 °�°" OtLH'� -b De artment of Commerce S ft Number Sanitary Permit i V accord vii C asa 8311. Nis. Ado. Cads. peso Id 1 y� O Cdeek it Ravbiou F be used lw L eppYtatieo 3!baae PrW AN .ECE� am Plea l.D. Numb Fjjjjq owMt'a Bass , ?1`.181 Puoel Nsaber P, Lmodon NR B Zo (bda M.._ l�hooe Nnmbcr Lot Number 2_q Ciq. Sub Name CSM Number U Op n.'lyrpa 6[ Baoa� cdnet ad � appb) � / J 1 or 2 per Dwd * - NW* Of Hadraoms ? I 0 Daorbs wa N Rod am Owned (2)3 3.75 I IC g I L $ IDD ff ✓s•e✓s l7, sae bas oa line A (aamberiot toe b�teraai )• �pbb3 B !t appikabip) ter. Tips of rrrmtt. ( �4 0-1A o b A. 1 Now 2 ❑ Raplaoetasat Sysres 3 0 of 6 0 AMMOO a K C ml7 w�a 0 0 . / / 'hnk pate Issued ! B. ❑cheek i[ Ssirary peeO ' based Paeatu Number at rarmi� Cbadc aY tw app>j t�cbeaee r for iotecaai are) 30 - <- K •4 rh L � � 3 IY.'lyps 47 ❑sand Pveer so ❑ Com<trored wedaDd 44 Noa -Pmpwi=dQ 210 Mould 310 Drip _-r � N C/ S 2Z 0 Pieaueiaed'ta�ahaod 410 Hoi ft TW k 48 0 Sin& PAW 3o ocher RodfC011ft O w 46 0 Aerobic you 0 Sou V. Area Appliatioa Parwlatioa Raw DWpeesal Arm "° Bbrarioa Fbsd tirade Dsdpt Pion' (sN) Proms 9ate((hU./Days/S9.Ft.) o"Lliorb) ' 8kvaliea , 400 `� ©d d o Probb She Sod Pier Ptaatic W Teak Toro �� ., CONM Co° ` How f sspdtersoming z coo VII. Sum mom L t>t; armse eeapoadb0it7 for tasranatioa d the Powrs dwwn oa >fi � Number plumber's Sipraure t,�/NIIriIS Number p e� pbyober's Name (Print) r #I" Z � 3 (a t 0 r it x4el v J s (Sneer. Cky. Stab. Zip Code) d� VIII. Use Dab UNW haft A{aat (No Stamps) Saoiury permit Fee (!Delude oromdwarer Approved 0 Du%proved Smvbup Fee) , 0 � owner Givea to d Adverse 2 N (; �. Caaditiooa at APpravaUllara°afar DiespProral Arras• aayirb /Wa F IM lawny saW for do � • r� sat !rw dM M X 11 ts<M ladle SRD -6398 (R. 05 /01) 7 7�j Fi 1 4 tp el vi ! �� 1 w c � I O � p w J ci v _ jw oy. � t � i v h f t-- 12 N M 3 - - -- - f i� e 1402 Wisconsin Department , of Comte SOIL EVALUATION REPORT Page d of 3 Division of Safety and Buildings in accordance with Comm 85 Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper not legs than k x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical an4 horizontal reference pant (BM), direction and percent slope, scale or dimemsi °" 'norttr arrow, and location and distance to newest road. Parcel I.D. 040- 1039- 60 -000, ID #9.28.19.132 fip* Please Adnit all iM ►pn. By Date ., Personal inforntarion you providehiaybo used � PwDoses Q acv Law. s; 15.04 (1) (m)). pit 4' fir. /S 0 Property Owner `i ,� •Property Location Miller, Sam t .A. •` _q� >' Govt Lot NE 1M NW 1/4 S 9 T 28 N R 19 W Property Owner's Mailing Address ; ,';. 5 4� -- Lot # Block # Name or CSWgI P.O. Box 151 �� '' � 24 Plat Of M Orchard City State a�e Pk Number / J City J Village el Tam Nearest Road Hudson W1 5 i - ,_171 ) 769 Troy Bauer Road & Orchard Drive New Construction Use 16 Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement I Public or commercial - Describe: Parent material Glacial outwash _ _ Flood plain elevation, if applicable na General comments and recomirnendations: Recommend installing 2 trenches at 3'x 90.625', using 29 high capacity BioDiffuser infiltrator chambers at system elev. = 92.50'. Boring # I B 0 Pit Ground Surface elev. 98.15 ft Depth to limiting factor >133" in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOHN - 001 - 01 1 2 1 0 -13 1Oyr3 /2 none sl 2 f sb k mvfr gs 2f 0.5 0.9 2 13 - 21 1Oyr3/3 none sl 2fsbk mvfr cs 1f 0.5 0.9 3 21 -26 7.5yr4/6 none Is Osg ml cs - 0.7 1.2 4 26-59 10yr5/6 none s Osg ml gs - 0.7 1.2 / 5 59-91 1Oyr5 /4 none s Osg_ ml gs - 0.7 1.2 6 91 -133 1 Oyr6 /4 n one s osg ml - - 0.7 1.2 U Boring # I Boring 0 Pd Ground Surface elev. 98.50 ft. Depth to limiting factor >135" in. Sod Appli;a ion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIft' 1 0 -27 1Oyr3/2 n one I 2f mvfr gs 2f 0.5 0.8 2 27-40 7.5yr4/4 none sl 2fsbk mvfr cw 1f 0.5 0.9 3 40-48 7.5yr4/6 none Is Osg ml cw - 0.7 1.2 4 4-66 1Oyr5 /6 none s Osg ml gs - 0.7 1.2 Aj( l °'O 5 - 02 1 Oyr5 /4 none — s - — Osg - - ml -- gs - 0.7 1.2 6 102 -135 1Oyr6/4 none s o sg ml - - 0.7 1.2 ' Effluent #1 = BOD 30 <_ 220 mglL acrd TSS >30 < 150 mglL * E = BOD < 30 mg/L and TSS <-30 mg/L CST Nam (Please Print) Sig CST Number X;;_____ James K. Thompso d ; Sr 3 602 --- Address AC.E. Soil & Site Evaluations Dante Evaluation Conducted Telephone Number 340 Paulson Labe Lane, Osceola, Wl 54020 4/23101 715 -248 -7767 /ypz property Owner M iller, Sam Parcel ID # x 60-000, ID #9.28.19.132 Page 2 of 3 F J 3 ] Boring # 1 Pit Ground Surface elev. 97.6 ft. Depth to limiting factor >129" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfF 'Eff#1 'Eff#2 1 0 -27 1Oyr2 /1 none sl 2fsbk mvfr gs 2f 0.5 0.9 2 27 -34 1 Oyr3/3 none sl 2fsbk mvfr Cs 1 f 0.5 0.9 3 3443 1Oyr4 /3 none sl 2msbk mfr as - 0.5 0.9 4 43-51 1Oyr4/6 none Is Osg ml gs - 0.7 1.2 44 5 51-83 1Oyr5/6 none s Osg ml Cs - 0.7 1.2 b 6 83 -129 1Oyr5 /4 none s Osg ml - - 0.7 1.2 F Boring 4 � # f Pit Ground Surface elev. 97.28 ft. Depth to limiting factor > 124" in. Sail Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDr 'Eff#1 'Eff#2 1 0 -21 1Oyr /1 no sl 2fsbk m vfr gs 2f 0.5 0.9 2 21 -29 10yr3/3 none sl 2fsbk mvfr cs 1f 0.5 0.9 3 29-41 1Oyr4/3 n sl 2msbk mfr Cs - 0.5 0.9 4 41 -50 1Oyr4/6 none Is Osg ml gs - 0.7 1.2 5 50-87 1Oyr5/6 none s Osg M cs - 0.7 1.2 6 87 -124 1Oyr5 /4 none s Osg ml - - 0.7 1.2 Boring F -sI # Boring II' Pit Ground Surface slay 97.40 ft. Depth to 1'vniting factor >122 in. Sol pion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots "Eff#1 'Eff#2 1 0 -36 1O /2 none I 2fsbk mv fr gs 2f 0.5 0.8 - -- - - - - - -- - - -- - - - 2 36 -52 7.5yr4/4 none sl 2fsbk mvfr Cw 1 f 0.5 0.9 3 52 -58 7.5yr4/6 non Is Osg ml cw - 0.7 1.2 4 58-80 1Oyr5 /6 none s Osg ml gs - 0.7 1.2 5 80 -106 1Oyr5 /4 none s Osg ml gs - 0.7 1.2 6 106 -122 1Oyr6/4 none s osg MI - - 0.7 1.2 ' Effluent #1 = BOD 30 < 220 mg/. and TSS >30 < 150 rnglL ' Effluent #2 = 801),<30 mgt. and TSS <„30 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 altemate format nloase contact the department at 608- 266 -3151 or TTY 608- 264 -8777. * • f�9.3 of 3 ■ Soi l O�hSe/'da /o�,Z'� oF'/✓jil�cr S pr�l,a�C, ♦ Ele(�2�ion SQL. 9, , ae Toy, st Croat Cam., w/. / 1/0" 86 ■ B geru 1, w(a rk! T� of 3 19 rc bar: At, S6cmed el eO M. P 2 oQc� �'r� ■ ct . : ry o 3 1 , 6 y�. 63 � r'� bur. �l ed = /02. P P P ■ 3 ■ ay 9 920 Con bou 98, d y. D�[,hctrQ� �^� l•�e -� � / f/o L L 4t z �/ 3 C7 L -- A (d It EC2 ` T ai l � � ` f'L �` N c fF � � � 9 3, ? S Bi S 76" 00 00 00 00 00 00 00 00 00 DO 00 OD �O OD OO OD OO OD DD DO �� DO DD DO t�D OO OD Chamber DO DO OD DO �� oo Ol OD t�D Height ��� DO OO 00 OO Oi OO DD DD �L� OO OO OD DO OO DO OD OO OO AH•three Biol�se r sizes can wild H­10*" when jn talled with properly graded Chamber A soils. A mini- Height morn of cover is req H -10 Ioeds. The End View 1 �A" BioDiffuser fs Jor H.P.0 Wds. �► 9flir of coin" i 34 4" Knockout Universal End Cap Avcdlable Sizes Chamber 1119 14 High 16 High Dimensions Standard Capacity Capacity Length 76" 76" 76" Width 34" 34" 34" i Height 11" 14" 16" of 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 315 Number of Bedrooms Iq Design Flow - Peak (gpd) ko Estimated Flow - Average (gpd) OD Septic Tank Capacity (gal) J 2.(00 Lt Soil Absorption Component Size (ft) in ff -z- — ,'vJz Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) Sal L - a rn 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 septi k and outlet filter shall be assessed at least once every 3 years by inspection. The tl t fil shall be cleaned as necessary to ensur proper oper tion. The filter cartridge sh u not be removed unless provisions are made to re o ids 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. should be inspected for water anhole risers, access risers and covers tightness and s p g 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 years. three The inspection shall include recording the levels of ponding, if any, in P 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 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION I+ORM ! Owner/Buyer L Mailing Address a X S Property Address S a g 2c N GY 2 /� D fL t1 (Verification required from Planning Department for new conswcti - -- � Parcel Identification Number t R(:AG D'ESC I . /a ' /., Se c. T I K N -R 9 . Town of Property Location R �Iv1mW F Lot # �• CatVled Survey Map # y $ 3 �a Volume —. Page # S `� • • volume / { Page # 3� � Wamtuty Dad # _ 3 Z Spec house 0 yes C3 no Lot lines identifiable 5(y es O no Impssper use and maiatenanoeof 70W woe system result in its pnennature faihtre to handle wastos. Proper mamtenanoe coasisb of pumpm$ out the septic tank every three years or sooner, if needed by a licensed pumper. What You put into the system can aiTect the function of the septic tank as a treatment stage in the waste disposal system Department form, signed by the owner and by a Tae property owner agrees to submit to St. Croix Zoning a certification 1 the on -site wastewater disposal system masterplumber, j ourneym an plumber, restricted plumber or alicensedpumper v erifyiag ( ) is in proper operating condition and/or (2) after inspection and pumping (if necessary). the s eptic tank is less than 113 Hill of sludge. Uwe, the u ndersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Depsrtment 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 the St. Croix County Zoning Office within 30 da the three ear expiration date. a r� / O DATE ATURB jkiP LTCANT 4 ! ' knowledge. I (we) am (ace) the 6mr(a) of i t (we) off* that all statement on this form are true to the best of my (our) described abo y virtue of a warranty deed recorded in Register of Deeds Office. Z��- • DATE SIGNArJR2 &APPLICANT •••••• Any information that is mihrepnaented may result in the sanitary permit being revoked by the Zoning' Depactrrrent. •••••• •� Include with this application: a stamped warrant d fr the R eg i ster reference i de n the warranty deed fide o a copy of the Y STATE BAR OF WISCONSIN FORM 7 - 1998 632796 TRUSTEE'S DEED KATHLEEN H. WALSH OoaerxeeNUtWer VOL 1555 PA6E323 STG .CO DANIEL S. SOLBERG AND KARLA J. SOLBERG RECEIVED FOR REM 11-01 -2000 1 :30 All TRUSTEES 10 as Trustee of EXERT 1 DANIEL S. SOB KARLA OLBERG REVOCABLE CERT COPY FEEt TRUST DATED APRIL 29 - COPY FEE: TLUSFER FEE: M0.30 RECORDING FEE: 10.01 for a valuable consideration conve without warrant to GAGES: 1 E. HILLER. A SINGLE PERSON nacad.q Am. Grantee. -- ........ .. the following described real estate In ST . County. ''NWM aid Return Adit a State of Wisconsin: SAN HILLER PART OF-'THE NWI< OF THE NW%c AND THE SWIG OF THE NA AND THE P.O. BOX 151 HUDSON. WI 54016 NEk OF THE NWk AND THE NWk OF THE NEI& AND THE NWk OF THE SWIG OF SECTION 9, TOWNSHIP 28 NORTH, RANGE119 WEST, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN AND M0'RE PARTICULARLY -- DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF 040 - 1038 -60 040 - 1039 -60 -000 SAID SECTION 9. THENCE SOO'50 "E ALONG THE WEST LINE OF 040 - 1039- 7n - nnn SAIDNIA 2626.30 FEET TO THE WEST QUARTER CORNER OF SAID P«wenuacatpnNur " SECTION 9; THENCE SOO'45'32 "E ALONG THE WEST LINE M OF SAID SECTION 9 150.31 FEET: THENCE S56'2038 "E 70.00 FEET: THENCE N59 "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 "W 250.00 FEET; THENCE N00'50'54 "W 350.92FEET; THENCE 588'57'07 "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 "W 95.25 FEET; THENCE NO2'24'54 "E 136.96 FEET; THENCE S87'34'15 "E 198.63 FEET; THENCE SO1'54'33 "N 149.41 FEET; THENCE N89'46'50 "E 148.76 FEET; THENCE S2 "W 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 N89'12'30 "E 554.46 FEET; THENCE NO1'23'32 "E 587.22 FEET; THENCE N55'31'03 "E 651.90 FEET; THENCE N38 "W 413.25 FEET; THENCE S89'31'02 "W L42.03 FEET TO THE NORTH QUARTER CORNER OF SAID SECTION 9; THENCE S89'12'35 "W ALONG THE NORTH LINE OF THE NWIt 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 ay or OCT OBER 2000 L a2 (SEAL) . Ai. o (SEAW � I DANIEL S. SOLIB . KARLA J. SOLBERG nrue AUTHENTICATION ACKNOWLEDCM�IT ! S�au+reW State of Wisconsin, es. Count P Uy came before me this ay of audwnucated this day or the above named TITLE: MEMBER STATE BAR OF WISCONSIN V to (If not. me known to be the person - bL.- who executed the roregoing authorized by 5706.06. WIS. Suts.) rumen and acknowledge the 7 THIS INSTAUMENT WAS GRAFTED BY 6 H EYWOOD6- CARI. S.C. 204 LOCUCT RTRF.r?T _ of WIiCOJi m HUDSON, WI 54016 Notary Public. State of Wisconsin I My commission Is permanent. (If nqt, state expiration ate: (Signatures may be authenticated or acknowledged. Both an not 1 ) necessary) • N.m.. a v"+on Wwv n ryr ap.rx7 nwa M typae er rYe.e Mier �Irr up"wa TRUSTEE'S (NEED STATE BAR OF WISCONSIN wscyun toad air* Co. K FORM We 7 - 1996 tn.1116ae, will t • . 'U 00, OVO-1 r LM C� t � Co n - / 3,zc.it zz ccs y 1 9 t i �At� I _ _ _ ..7 O �'� VI in f) /1 V Q) d- �a L1 1 1.. U cu CD W •: i 1 w t LLI co o p LO - a 8: v►' tf e e 9 co �fff a•�oWsI cticf n, • - Y . . VJ N . ..ye .� ` �y=t o • ':ems. « i O YJ CIO LL co Ci) > AAS 9K Vol mot_ 'o r !I • 1 �� � SSAT QfliV1dn71 ' d r p i r ytt � .• /f �� I _ _ -- - -= = 3.N.ILOOM = � �� � ` . `\ `� ` • 1i / r _ — _ - ^ 3.N.IZOOr .f l'ffS - At IM It �� =� � , 'f T � »� �' r•flsu0t , ...c.ocoor senor — � F Jl� • �'k't t q .art , / � QA `: S.I r 333 � t ry 'r,k, � �� r . ? 1, •'! � \ \`r\ ^� �r � n; Y! x �rS � ; p .. + ,,,w ® N ',, �- ' 1 , � r Y � , � p . .. •� M. � 1 �` Ql ! � •: ^' Y` 1. � n O �n `� .f ;_ �j '7 "d T� y= �' �j� �'•� ^ �J g / i y A 1 ae y: +�Cq b� �9s y ���{ I �N , ,'� �I.� � �1 � � • • •� iN ^ � .�i : 8 - C R`• - l i '.;c. fiCnc. L It •� LKA0005 ""VU1 i NOUN 0/1 *X 10 W L%3. r K - 9112 1 I O V to v j w � cV l I �� N N.B. 2.52 AC. I Q w N.B. 109949 sq. ft." i pC Q / I w ; I 63.34' 10 i I S 39'31'03" E (n / 66.00' lit / 'O O / 4 x4 24 , S 72'59'17" W ; L` , ,33.00' OT2 N� S6 12 �� N °' 4 x`314 F 33.00' 14 a, ` 2.50 9 . m \ LOT 23 / B. 2.08 AC. � N.B. 90810 sg1 ff. 109484 Sq. Ft.� 2.51 Ac. 0.021" W N. B. 2. A C. � 51 S N.B. 109484 sq. ft. �p 2 3� MATCH LINE s 75' \� I &o ��� 25 ' 457.43' S 89'43'28 W LOT 25 , ° 00 109435 Sq. Ft. Mv) 2.51 Ac. LOT 24 ° N.B 2.32 A C. N.B. 101044 sq. ft. o. 113914 Sq. Ft. 2.62 Ac. —5• — 78'15',34- w N.B. 2.62 AC. v 20' RAI NT E 1 69.28 47 �� _ N.B. 11,3914 sq. ft. DEDICATED TO s� THE PUBLIC 408.71' �s 414.67' - - - - - -- —_ — — — — — — — — -- — — — — — — — — — 1651.99 S 88'45 38 W _ _ _ _ - --ORCHARD DRIVE— - - - 1051.99' N 88'45'38 E - - -- -- 292.00' 294.00' 297.00' s POND HWE _ a . 904.40' � LOT 2 LOT 13 a� �� LOT 14 LA 109112 Sq. Ft. .I 110514 Sq. Ft. s 84.13 04- E 109006 Sq. Ft. 2 .5 0 A c. 0 2. A c. 2.50 Ac. N Z I N N.B. 2.44 AC. 1 N.B. 2.50 AC. I O N.B. 2.25 AC. N.B. 1 6220 sq. ft. N.B. 109112 sq. ft. N.B. 98014 sq. ft. I I -- L N O cn -' N SEE DETAII �a na'