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HomeMy WebLinkAbout040-1285-30-000 County: St. Croix , Wiscor� Department of Commerce PRIVATE SEWAGE SYSTEM �Safety aid Building Division A INSPECTION REPORT sanitary Permit No: a 399541 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 -30 -000 CST BM Elev: Insp. BM Elev: BM cription: « [� Ct0.0 00 •O . r�� GSI (3yy1 TANK INFORMATION U ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchma �' i Z Sd • 3$ �, ob . a Dosing Alt. BM b �� 9$Y`� Aeration Bldg. Sewer ' , q. Holding SVHt Inlet TANK SETBACK INFORMATION SVHt Outlet 1 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic �( t Dt Bottom Dosing Header /Man. �Z Aeration Dist. Pipe q. q Holding Bot. System \. Final Grade 3 , PUMP /SIPHON INFORMATION ( °'�s Manufacture Demand St Cover r �.�g GPM Model Number TDH Lift tion Loss System Head TDH Ft Forcemain ength i oi ist. to well :J SOIL ABSORPTION SYSTEM BEDITRENCH Width Length I No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 cr Tj Z SETBACK SYSTEM TO P/L G WELL LAKE/STREAM LEACHING Manufacture�G� INFORMATION Ty Of S stem: CHAMBER OR tO OI YP Y �I _ UNIT Model u ^be C�B `ZZ M4C�l DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake i ' Pipe(s) . , D t Length 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 Mulched Bed/Trench Center Bedlrrench Edges Topsoil F0 Yes [W xx No Flo] Yes ❑ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2: Location: 492 Bauer Road Hudson, WI 54016 (NE 1/4 NW 114 9 T28N R19W) The Orchard Lot 23 Parcel No: 09.28.19.1617 1.) Alt BM Description = �w�Qlbw 2.) Bldg sewer length = 44 p c - amount of cover = ), lfZ" S yqulf Plan revision Required? Yes X No c Use other side for additional information. Z Z 01 , Date Insepctor's Signature Cert. No. SBD -6710 (R.3197) q q2- F + Sanitary Permit Application Safety &Buildings Division ` 201 W. Washington Ave. In accord with Comm 83.21, Wis. Adm. Code PO Box 7302 See reverse side for instructions for completing this application Madison, WI 53707 -7302 N Personal information you provide may be used for seconday purposes (Submit completed form to county if not nepartment of Commerce [Privacy Law, s. 15.04(l)(m)] � state owned. Attach complete plans to the county copy only) for the system. on pape not less than 8 -1/2 x I 1 inches in size. County --, L 17 State Sa i Number ❑ Chec � ionffpmVous application State Plan 1. D. Nu gib Location: I. Application Information - Please Print all Information '> Property Location property Owner Name Q RE MO �[ jj� f (� / ( „ l,F O 1 I, I(VIA, S ( N Ar E o t �} Block Number Lot Number Owner's Maili • Address t� ' / P Mailing rop�Y � .. O CT P 6 - �. e.. Phone t Subdivision Name or CSM NumjW City, State ( c/ , .r_e W �,, i -. ,, ❑City Il. Type of Building: (check one) �,, ; �- -` ❑ village ❑ 1 or 2 Family Dwelling - No. of Bedrooms : i +� i ' Wown of ❑ Public/Commercial (describe use):_ ❑ State - Owned Nearest Road +� A d arcel Tax N m s) 2 8 S• 3d . t � c.', heck onl one box online A. Check box on line B if applicable G') Z c - ` PIT e 5 6. ❑ Addition to ent 3. ❑ Re lacement o. e P lacem f 4 P Existin S stem Tank Onl S stem em Date lssued it Number ❑ A Sanitary Permit was previously issued pe. POWT Sys em: that apply) 310 C Nun ressurized [n - round C ❑Mound ❑ Sand Filter ❑ Constructed Wetland (3 Pressurized In- ground G holding Tank ❑ Siu� : "ass ❑Drip Line ❑ At ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispers al/Treatment Area In formatio n: l . Desibm Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Efate 6. System Elevation Elevation a Grade Required _ Proposed Rate (GlsJday /s�) (Min)inch) f q y,0 99. i rer Prefab Site Steel Fiber - Plastic Ma nu VII. Tank Capacity in Coral N of titre strutted lass Gallons Gallons Tanks Con- Con- g Information New Existing Tanks Tanks ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _. L VIII. Responsibility Statement 1, the undersigned, assume res onsibil� for installation of th e POWTS shown on the attached plans. Business !'hone Number Plumbees Name (print) t Plum ee ign tur pi mps) j M /S RS N /may JYj y^ r �G tom M O( ' lumbees Address (Street, City, State, Zip Code) 0/ t .� 7 IX. County /Department Use Only Sanitary Permit Fee (Includes Groundwater LDatels Iss 'ng Agent Signature (No stamps) ❑ Disapproved y Approved ❑ Owner Given Initial Adverse Surcharge Fee) o�S ,oc7 L —o Determination X. Conditions of Approval /Reasons for Disapproval: — [lam P IA_ P i � � M � T lt1 I cs 6 JU •..ate t { 1l :� + O !r► v j a[ .� 1- low d o L/y P c 9 E2 cy P N t .c I tr O r Zo t S I o N i"1 fit ie"D � 6 * r S $ - the 2- 2 - r a B • iff user S � — 76" 00 00 00 00 00 00 00 00 00 00 00 00 00 00 0o Qo 00 00 DO C DD OD Chamber OD t�O o0 0o t�D OD CDO DO OD Height � OD OO OD OO OD DO t�0 OO �� Of oo DD o0 00 00 QD o �0 00 �a o0 00 00 0 00 00 IF AH three BioDdhiser sizes can wit ` -ld H -10 bads when 1M O hs A — with Properl Chamber arnd SCii$. A.Mk* Height .Of .C�Ver J8 req A-110 1100041: Taw End View 1 *" is, for H -20 bads. Coy A of I8' of cover is 34' r*gWi*O t= M -2Q. bads. 4" Knockout Universal end Cap Chamber 14 High 16 High i Awdlable Sizes 'D imensions Length 76" 76" 76" Width 34 34" 34" Height 11" 14" 16" v Invert 6.5 9 11.3 10 1401 Wisconsin Department of Commerce SOIL EVALUATION REPORT page I of 3 Division of Safety and Buildings in accordance with Cornm 85, Wis. Adm. Code A.C.E. Soil & Site Evalual:lons Attach complete site plan on paper not less than 8%-01-inches in size. Plan must County St. Croix include, but not limited to: verticiii and ralbrenoo point (BM), direction and percent slope, scale or dimensions, ji, V=rrow, and location and distance to nearest mad. Parcel I.D. 040- 1039 -000, ID#9.28.19.132 pf"Se phat all 161b. ion. Date Inn / , 1 ' Personal mformalim you provide 7 ybe IsW for A"o, *'P.M (Privacy Law',',s. 15.04 (1) (m)). Property Owner Property Location c Govt. Lot NE 1/4 NW 1/4 S 9 T Miller, Sam t 28 NR 19 W Property Owner's Mailing Addresir-111 Lot # Block 4# �Subd- Nam or CSM# 2 3 P.O. Box 151 Plat Of Miller's Orchard City Starap.,Cade P urribw Wage VP Nearest Road _j City _j V Town Hudson I W1 -,47 06-2 9 Troy I Bauer Road Code derived design flow rate 600 GPID Now Construction Use sM Residential / Numbeir of bedrooms . 4 Replacement -j Public or commercial - Describe Parent material Glacial outwash Rood plain elevation, if applicable na General convnents and recommendations: Recommend installing 2 trenches at Tx 90.625', using 29 high capacity BioDiffuser infiltrator chambers at system elev. = 94.00'. a Boring # _j Boring J6 Pit Ground Surface elev. 99-17 ft. Depth to limiting factor > 131" in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPD1fF *Eff#i *EffW2 1 0-10 1 Oyr3/2 none sl 2fsbk mvfr aw 2f 0.5 0.9 2 10-18 1 Oyr3/4 none SH 2fsbk mfr cs 1f 0.5 0.8 3 18-23 10yr3/4 none sl 2msbk mvfr aw 1Vf 0.5 0.9 4 23-28 7.5yr4/6 none Is I msbk mvfr cs 0.7 1.2 5 28-57 1 Oyr5/4 none s Osg ml gs 0.7 1.2 6 57-131 1 Oyr6/4 none S Osg ml 0.7 1.2 qq [ ] Boring # I Boring V1 Pit Ground Surface elev. 98.92 ft. Depth to limiting factor >128" in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF - EW - E 1 0-10 1 Oyr3/2 none sl 2fsbk mvfr aw 2f 0.5 0.9 2 10-18 1 Oyr3/4 none sil 2fsbk mfr cs 1f 0.5 0.8 3 18-25 10yr3/4 none sl 2msbk mvfr aw 1 o 0.5 0.9 4 25-60 7.5yr4/6 none LS I msbk mvfr cs 0.7 1.2 5 60-81 1 Oyr5/4 none s Osg ml gs 0.7 1.2 6 81-128 1 0yr614 none ---- s — as - 0 — ml 0.7 1.2 Effluent #1= BOD 30 -c 220 mg/L and TSS >30 < 114mVL EM 5 -E-30 mg/L and TSS <-W rng1L CST Name (Please Print) Signature. CST Number James K. Thompson (Z 3602 Address A.C.E. Soil & Site Evaluations ��bate E usitiion Conducted Telephone Nuirnber 340 Paulson Lake Lane, Osceola, W1 54020 4/23/01 715-248-7767 p Miller, Sam Parcel ID # 0 40 - 10 -60 -000, ID #9.28.19.132 Pape 2 of 3 F �.J � # _j Bori Ground Surface elev. 98.40 ft. Depth to limiting factor > 126 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots ' *Eff#1 *Eff#2 1 0 - 1Oyr3/2 none sl 2fsbk mvfr as 2f 0.5 0.9 2 8 -14 1Oyr3 /4 none Is 1msbk mvfr Cs 1f 0.7 1.2 3 14 -22 1Oyr5 /6 none s Osg ml gs - 0.7 1 1.2 4 22 -73 1Oyr5 14 none s Osg ml gs - 0.7 1.2 5 73 -126 1 Oyr8 /4 none s Os ml - - 0.7 1.2 o Booing # Bai Pit Ground Surface elev. 97.38 ft. Depth to limiting factor >123" in. Sol Applicatim Rate Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0 -8 1Oyr3 /2 none sl 2fsbk mvfr gs 2f 0.5 0.9 2 8 -14 1Oyr3/3 none sl 2%bk mvfr CS 1f 0.5 0.9 3 14 -20 7.5yr4 /6 none is Osg ml Cs - 0.7 1.2 4 20 -51 1 Oyr5 /6 none s Osg ml g s - 0.7 1.2 5 51-85 1Oyr5 /4 no ne s Osg ml gs - 0.7 1.2 6 85 -123 1Oyr6 /4 none s osg MI - - 0.7 1.2 Boring F - 1 5 � # #� Pd Ground Surface elm 96.05 ft Depth to limiting factor > 124" in. Soo Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 1 0 -11 1Oyr3/2 none sl 2fsb mvfr as 2f 0.5 0.9 2 11 -21 1Oyr3 /4 none Is 1msbk mvfr cs 1f 0.7 1.2 3 231 -30 1Oyr5/6 none s Osg ml gs - 0.7 1.2 4 30-49 1Oyr514 none s Osg ml gs - 0.7 1.2 5 49 -124 1Oyr6 14 n one s Osg ml - - 0.7 1.2 * Effluent #1= BOD 5 > 30 < 220 mg& and TSS >30 < 150 mg& * Effluent #2 = BOD <30 mglL and TSS <,30 mg& 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 akease contact the de muwnt at 608-266-3151 or TTY 608-264-8777. P, 3 p{ 3 • ■ �!l C�,sc�da�'o� X4,'6 N ca /e: lo ,23, fi l; //crSOm aid 5'f 9, 7 or' 7 y v s!� 8(3Lc.&e. r (toad �e,hc.� Top ofj /B'�rebo -r. - fES�kMZd 99 'eon'E6c.v- �3 dI ■ Pr cm ary S y s &r" /a O ' 98.0 N o�� ■ 9 1. o 9�,as i2� p lace„nenk S S�cm �4rea ■ ' , y6. o S av ft GE . 8. 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) Cp© CD Estimated Flow - Average (gpd) Co Septic Tank Capacity (gal) f - Z___'5 7 ® Soil Absorption Component Size (ft) 53 1 F 7- Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) ( Maximum Influent Particle Size (in) SoQ 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 and outlet filter shall be assessed at least e once every 3 years by inspection. T outlet filte shall unle be cleaned as necessaryoensu_re proper operation. The filter cartridge should not be red ss isions are m provade 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 ti weather conditions improve. In impossible to repair until ea general, soil compaction over this 9 p p P 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. Th; s s Q s s`rQ •+moo r - �c �o�,., r, / % cis �- . TA a- /2P �lZ d Q Q W, Ap bL/ CJsE ji ${ol Z- �` , G/� C, �y Zo n 3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND r OWNERSHIP CERTIFICATION OORM Owner Buyer Mailing Address _ 1 , Property Address �? z- 4"''r (Verification require from Planning Department for new construction Parcel Identification Number 7 Z ti .rr!1' L DFSCIZ=ON Property Location '/•, '�•, Sec. . T � N -R , Town of ' �S 0 PAY Lot # =_ Q,��c H k r2 Q _, �bdivi:ion �/�� - # Volume (In # S e� tUkd Sure Map s C Surve map Deed # t0 3 , Volume page # 3 Z Spec house t yes 0 no Lot lines identifiable yes E3 no Sy Impssper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consist 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 to submit to St. Croix Zoning Department a certification form, signed by the owner and by a TU property owner agrees that 1 the on -site W,asteaaterd;spos : l system master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying the () die is less than bill of sludge. is in proper operating condition and/or (2) after inspection and pumping (if necesmgy), sep Uwe, the undersigned have read the above requirements and agree to maintain Natural Re sourceaaState es of W isconsin. Certifi citi set forth, herein, as set by the Department of Commerce and the Department of stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office w!tlun 30 Asys f the earcxp' lion date. L�W DATE NA OF APPLI ON CUMECAP I 1 I the �6wner(s) of ;'(we) recut)► that all statements on this form are true to the best of my (our) knowledge. (we) ) am ( are ) de bod abtgr , b virtue of a warranty deed recorded in Register of Deeds Office. DATE •••••• Any information that is misrepresented may result in the sanitary permit being revoked by the Zoning Department. •� Include with this application: a stamped warranty survey map if reference its ma o ffi ce made n the warranty deed STATE BAR OF WISCONSIN FORM 7 - 1996 632796 TRUSTEE'S DEED KATHLEEN H. WALSH VOL 1555 ►AGE 323 REGISTER OF DEEDS oourrweN�rrer ST. CROIX CO., WI _. -... RECEI11E1 FOR DANIEL S. SOLBERG AND KARLA J. SOLBERG AN II-01 -2000 I:30 s30 AN TRUSTEES KE) as Trusteed EXEIPT 1 SOLBERG AND A J. SOLBERG REVOCABLE CERT FEES FEEL S . . - COPY FEES _ TRANSFER FEE: 2110.30 REC6R /1116 FEE: 10.01 for a val consideration con without warrant to 1 SA44 E. MILLER, A SINGLE PERSON , Recd d" Men Grant!!. ........ the following described real estate In County 1N ""' ire Astum Ad " s ' State of Wisconsin: SAM MILLER P.O. BOX 151 PART 0F.THE NWk OF THE NWk AND THE SWk OF THE NWk AND THE '' HUDSON, WI 54016 NEk OF THE WWI% AND THE NWk OF THE NEk AND THE NWk OF THE SWk OF SECTION 9. TOWNSHIP 28 NORTH, RANGE E9 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 SOO'50'54 "E ALONG THE WEST LINE OF - - - SAIDNWlt 2626.30 FEET TO THE WEST QUARTER CORNER OF SAID vercr Mw*k m Nunim SECTION 9; THENCE S00'45 "E ALONG THE WEST LINE SWk OF SAID SECTION 9 150.31 FEET: THENCE S56'24 "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 588'45'38 "W 250.00 FEET; THENCE N00'50'54 "W 350.92FEET; THENCE 588'57'07 "W 512.29 FEET; THENCE NOO'50'54" 100.00 FEET; THENCE N88'57 "E 250.31 FEET; THENCE NO3'10 "E 202.31 FEET; THENCE N32'19 "W 95.25 FEET; THENCE NO2 "E 136.96 FEET; THENCE S87'34'25 "E 198.63 FEET; THENCE SO1'54 "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'47'30 "E 10.00 FEET; THENCE N89'12 "E 554.46 FEET; THENCE NO1'23'32 "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 589'12'35 "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. Dated this day d OC TOBER 2000 it t?v (SEAL) I . _ (SEAL) DANIEL S. SOLBER KARLA J. SOLBERG T rion Thisme } AUTHENTICATION ACKNOWLEDGMgNT S�n+twe(>J State of Wisconsin, } , es. Count P y nme before me this day or i audtenticated this day of (�,C�e r�� the above nanwd TITLE: MEMBER STATE BAR OF WISCONSIN v to (If not. me known to be the person L who executed the foregoing authorized by 5706.06. Wis. Suits) I trurmnt and acknowledge the yne THIS INSTRUMENT WAS ORAFTEO BY 11 �i ' H EYWOOD& CARI. S.C. 204 LOCUST STREET _ $-f- of W'SCOR R HUDSON, WI 54016 Notary Public. State of Wisconsin i My commission Is permanent. (H nq t, auto expiration date: (Signatures may be authenticated or acknowledged. Both an not necessary) • N.nr of pw"m W.% in ." c"W" - M "ad x erw bm- taw vgii m . STATE EAR OF WISCONSIN V*4c~ Low 8** Co.. tic TRUSTEE'S OLEO FORM NO 7 - taw l ZS • � w T" ?t "� "� �i °��� a �� � 8 b �4 Z �o � • 5.0 j � • R PI _� �: •O rn ca X`24 Z ;o O x v' �VZ u s 04 29 wT ®N Z o m I i £ i m N N g I Q ..1�� I m \\ O $ It �' I 9 I 'r gN o - - - - - -- �,® n > I I . ♦N' � 371,6 N 14 W 7.72' \ 86.08 ,tvgcz ♦ \ 217.6 \ \ O ,-3 I m I N to .o I I oc zr — r , u _ ., B\, t mi U� gl I I J ' �1 • / m 0 y / g'(� z ♦ I a N A �► IN ���I I �� lSZ .SL W 1 I $ I I u N CO m > II�VV 372.72' S 01 14'24 E� I I + I ,+, I ®� $ J N ® °® y •. \ Y I + N N £ - --- 267.24-- - - -�-® / _ ® FUTURE ROAD ' N00'00'0YE — — — — — — - m EASEMENT u -- 266.78_ - � I I N p f O J� NI Q 1 I +p 4 N 267.24' - - - - -- 1 r�SS Y `arm ✓ I�y cn CD 375.00 S 0114'22' E �____- _-- ___-- _ A 01 . f - - -- 328.32' - - - -- 67.40' mz SSA o mz 0l 9 B ; 14 I _ um�O1 ja� zor }l; ° _z I J Y : r r�' m \ 0 c) i � ' 3 Z�C I z \�\ o c D N it M w �• t wig - - !! a : = id5ir.u'w tc •-M �• FD \.. m ` \\ `\ �~�► �• ` � ♦� � � I � � �� \N \ \ z � I ,fin c w 8 yQZ \ 22s.4s• ze1.16• az.6,• � $ \ g 587.22' N01 "E£ An gill 1 ;0 8 ba z (A a O = A m N \ f•1 2 °y am O En 1 J O 'y' ®} n t L 2 a �afl�� >�O \ n n � `�' \ / / (Or) 0 ; I �PHQE�nz �� �s Z ®, m I A m I � r N Q 7T, e� 0 ON l E H Zr' -.r J _ 1 _ �C , 4 1 , -A' V n tj Pi ,- o , W H t Ai