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HomeMy WebLinkAbout020-1367-06-000Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Safety and Building Division = INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) 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 Hodur, Dushan Hudson Townshi SST BM Elev: ' Insp. BM Elev: BM Description: r r� 00 .O 1 ` C$T 7g NA f ANK INFORMATION U ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic Vent to Air Intake ROAD Dosing >5 t , �► Aeration Forcemai Length Holding Dist. to well C4.02; TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic >5 t , �► 61 Forcemai Length Dosing Dist. to well C4.02; Bldg. Sewer Aeration 10Z.3 t St/Ht Inlet `�9 a Holding St/Ht Outlet ��� o'• bS t PUMP /HON INFORMATION Manufacturer BS Demand PM Model Numbe ELEV. TDH Lift friction Los TDH Ft Forcemai Length Dia. Dist. to well SOIL ABSORPTION SYSTEM /ID\ /- 14vr.A.1 3ED/TRENCH lWidth Length No. Of Trenches DIMENSIONS _3- 62.44..c) 1 � j County: St. Croix Sanitary Permit No: 405161 0 State Plan ID No: Parcel Tax No: 020 - 1367 -06 -000 STATION BS HI FS ELEV. Benchmark Bed/Trench Edges Topsoil j rc� Alt. BM Length Dia Spacing ©� C4.02; Bldg. Sewer 10Z.3 t St/Ht Inlet `�9 a lol. t St/Ht Outlet ��� o'• bS t Dt Inlet Dt Bottom Header /Man. 0 ' Dist. Pipe Bot. System Final Grade St Cover ,q Of Pits llnside Dia. SETBACK SYSTEM TO P/L B WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR kvV tF6A 5elf— Type Of System: 32. f f UNIT Model Number: 11 f it DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Bed/Trench Center Bed/Trench Edges Topsoil Yes j No "* Yes _, No Length Dia Length Dia Spacing SOIL COVER x Pressure Svstems Only xx Mound Or At -Grade Svstems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil Yes j No "* Yes _, No (�?=NTS: (Include s i crepencies, persons present, etc.) Inspection #1:�Z— /��/ 02- Inspection #2: Location: 685 Cottage Lane Hu sori, WI 54016 (NE 1/4 NW 1/4 32 T29N R19W) Stagelin a of SParc / . 0 1.) Alt BM Description = [ ���xp,� sc9�; Ortr "Srrt yy� � t a Idow 2.) Bldg sewer length = 4 / (�,.s •ST, '=== 99 `3L - amount of cover = _ ( ,9L �' 99• SZ Plan revision Required . Z !, Yes No Use other side for additional Information. � _��_ � _ .__ { -_.___ _ _ _____ _ -- — SBD -6710 (R.3/97) - Date Insepctor's Signature Cert. No. � -k- /� �S l b7714Ge­ LA. . V V Safety dr Buildings Division `� seonsin Sanitary Perm Permit Application 201 W. Washington Ave. PO Box 7302 In accord with Comm 83.21, Wis. Adm. Code Madison, WI 53707 -7302 Department or Commeree Personal information you provide may be used for secondary purposes (Submit completed form to county if not -[Privacy Law, a. 15.04(1)(m)) 5-3 i 571$ state owned. Attach complete plans to the county copy on) for the system, on paper not less than 8 - 1/2 x 1 I inches in size. County , St. Rv s >c State Sanity Permit Number O Check if revision to previous application l(o State Plan 1, D. Number I. Application Information - Please Print all Information L ca tion: Properly Owner Name Pr perly Location S u. 0 7 2002 h I L i /MW i/4,s3A N t: or W Number Block ( Number — � - -- - JUN Property Owner's Mailing Address S T. CROIX COUNT CAA _ ZONING /VA City, State Zip Code Phone um er u ivision Name or CSM Number uVS o�A U S c N sli, r) wr ii Type of Building: (check one) 13 1 or 2 Family Dwelling -No. of Bedrooms:___ �j o city 13 - _`�` � 3 El Public/Commercial > w V os er (describe use): + — p — - - - - -- U State -owned V DSO N III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road C t i � A) I. ew System 2. 0 Replacement 5Wacement 3. 0 Replacement of 4. 0 Addition to 'yank j Parcel Tax Nu ibet(s D a0. /3ro S stem Only Existing System B) O A Sanitary Permit was previously issued _ _ Permit Number Date Issued IV. Type of POWT System: (Check all that apply) {'(--'(OD 3 ,7, Rf. /91, 4 Cf DWon- pressurized In- ground ❑ Mound ❑ Sand filter ❑ Constructed Welland O Pressurized In- ground O I lolding Tank ❑ Single Pass O Drip line O At - grade r t ❑ Aero 'c "reattnent I1 it 13 Recirc laling 11 Other: V Dia ersaUTreatment Area Informal tt: 1. Design Flow (gpd) 2. DrspersalAres 3. Dispersal C Areg 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final ride 6© (3 Required ( (9 Proposed `� 15 Rate Gal0da ) ( (Min./inch) k f U s ri J$ Elevatir / UG 0t juA. XJ 1 1. J VI Tank Capacity in Total 0 of Manu er Prefab Site Steel Fiber- Plastic Information Gallons Gallons "Tanks Con- Con- glass New Existing crele strucled Tanks Tanks ❑ ❑ o 0 0 VII Responsibility Statement I the undersigned, assume respon sibilit for installation of the POW'TS sho on the attache p lans. Plumber's Name (print) Plu 'a Si to n6 stsnVs)! • MP/MPRS No. [lushness Phona Number Plumber's Address (Street, City, State, Zip Code) 0 W '� s VIII CountyMepartment se Only 0 Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Approved O Owner Given Initial Adverse Surchar Fee) M_ Determination Z as-. 41AA,% � X. Conditions �o Approval ns f� Disap�pr alt - � � � �� / /� A— 1 " StfS{ St'�erQd� N � �'Ft�(1 of — CBtnn�( J c>+� M� raX �1 Q CCX W W < Oo ct.t , V V VL AM / "y T,n,n 5 t'l0tr Me P awl _ ���1 �. ccJinc�e rs I L= �nst loi I*lNf 7 S� [= y O�Ofl(,�, �J°My as . 1 � " -- i �,r'_ 3 x .as iaL� � rb�r wl A - /uu F; If , ,rz c� W D t�u•6o �•• n� o (, U W , o Gl c� N a 0 � �• Cl)U I ti 3 a� w AAA 'v co a, C N ' E c >.Ec EE a U N � m ° = ° o C l. a E 0 0 vo>.� Uf U L?`NL C 3 cn j Q v► 10 2 �U- N Q- o V 14 Coz�ca 100. U • Z 0 6mtfa T Fop of Ifb Pvc ppe f lev - - /oy. ➢a 0 Nei t�u•6o o, (, 17.OU AAA 'v co a, C N ' E c >.Ec EE a U N � m ° = ° o C l. a E 0 0 vo>.� Uf U L?`NL C 3 cn j Q v► 10 2 �U- N Q- o V 14 Coz�ca 100. U • Z 0 6mtfa T Fop of Ifb Pvc ppe f lev - - /oy. ➢a 0 Nei r .- o, ti U � � N Co v� in 'v CL N 2 o. x � U J x • A1 N � � 3 r l ffl�.t- t w ��p Q 111.1Q � ►� 1..� u _5 d e cvi nd e rs _-- . - - -_ vu.Q��.e3 �nSt loi 11Ne 7 C' • as ► /Jana oO _ 0 1— too, a� we 11 iaL� .�pfi;� rbur wl A - F, I f e, �mr"a #I 'lo o �/v - f P. SF l.f c orwn loo. C ` - el" .� 6— W • 3 10e j C L 5 3x 0 6r►�a T T a pvc Ap f lee -loY Y� i a 720 W � H foU�60 ion N O L � 7° V U R) CL C!)U = h I in 3 a� b w S yStfh T Jtv. H foU�60 ion 4 $.SCa L � 7° V U � ejeeeeeeee eee _ /�� / 'v r� II - Nei z 0 a� tf) c 3 u > c O1 tN U to C C p E E a (D w N Q N Q E 'a r o I v� ( D O c v ►. W .0 �, > (D N O= V O U L T N L c 3 m Q rn N o �1i c v L- Q- N_ z 0 X tf) V j 3 X O1 tN U to � M N C p Cl) 'a U C -� = CL � x X O! 3 v �1 N_ O U N Wisconsin Depnrtment of Industry L:;hor and Human Re A ti ons SOIL AND SITE EVALUATION Page of .:3 .. tl Division of Safety and Buildings . in accordance wijk! _41_HR_83.09, Wls. • a r i ': r Attach complete site plan on paper not less then 8 112 x 11 Inches in s #?fan mu}� County ST C• d O y Include, but not limited to: vertical and horizontal reference point (B '469ctlon ar>f � percent slope, scale or dimensions, north arrow, and location and di tarp to nearest road.' parcel 1. D. # o v azo - O.3o APPLICANT INFORMATION - Please print all lnfor Vin. a R wed by Date I'mrsonal Informntinn a Provide mn be used for seconds T ( y 04 'a' yn P Y rYeu osms Fdvec aw, °s.1 Property Owner \ Pro_ perty Loca Ion ,_ l 4 EINh �i T/ N- Vid(2N E xf pIgvl,'`Co1 ,, 1/4 NA)i ,S 3L T 2 / ,N,R � E (or Prnparty Owner's Mailing Address Lo r k# Subf. Name or CSMM yZ T STA& L i � E R P• Cv 1 514'6-&r,4 .4j& - 'if>!>•E" City Slate Zip Code Phone Number Nearest Road E L 4 So^ 1 4J I I sYm I (7/S )3r(v'.2.lo&5 ❑ city ❑nilllage Town t 0 1 A.7e L. Tzr - L7 New Construction Use: Residential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: ^/ IR = ,y o r /?E ee yso - LOU - Code derived dally now . ______ -_ _ gpd Recommended design loading rate • S bed, gpd/it • - trench, gpd/111 Absorption area required /V _bed. It .trench, It Maximum design loading rate s bed, gpd/ft trench, gpdAl Recnmmendnd Infiltration surface elevation(s) -. C4 •3 ft (as referred to site plan benchmark) Additional design /site considerations 14 �N 6 /V,iJ'X S Parent material _ 4es.;, -- bVal, S,f1D 1 V L Flood plain elevation, if applicable /V - ft - - S n Sullnble Inr system � % , umai aonev , M , OUn / O m -Uroun ressure , A - i , -( ` raae bystem in 1 Holding , 1 a anx U U nsuit ab l e for system l9 5 L] U LA'S ❑ U S ❑ U I/�5 ❑ U El S [i3 ❑ S (�i1 Boring ff Ground elev. /DO' 6-9 ►t. Depth to limiting factor y Z71 in. Boring It Ini 'POW y. Ground elev. Oil, j ]w It. Depth to Depth In. Dominant Color Munsell Mottles Ou. Sz. Cont. Color limiting Structure Gr. Sz. Sh. Consistence Boundary factor GPD/It2 7 r/' --in. Remarks: y• /� __�' _ CST Name (Please Print) -- - - - -- — L . oaeRT Address SOIL DESCRIPTION REPORT Horizon Depth In. Dominant Color Munsell Mottles Ou. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/It2 Bed , Trench Z _..�__ y• /� __�' _ 3/3 /dK 31 t( 7 •S y �� -- - - - -- — L 2,m s!t ef . 5 SAC.. /fs lie s« / f s'hl< . 2- ; • 3 a.s - L ' 3 - 7-syl? ---- --� L is / � � s — ` • � Remarks: - o.d� �oy` X313 -- L lfsh� 2- • Iy 16YA 313 lfshe Wsk 3 -- y 3 /o �A 3i s« / f s'hl< l.. a.s - L ' 3 - 7-syl? ---- i �; C � � Signature `� Telephone No. < <' (9 - 715- 386. 8185 Date CST Number u < 7 u, &-hr A Assoclates 2 s l 7 - ;I-1(o 3 7 s Private Sewage Consultants 655 O'Neil Rd. Hudson, Wis. 54016 ORIGINAL This test site APPROVED for a cotwent onat septic systeM, 0 "0"', Depth in. Dot ninnnt Color Munsell PARCEL IAN Texture Structure Gr. Sz. Sh. Consistence Boring Roots 2 Bed .Trench /f s hk o /o % Yle 3 /3 — 3 2 shy 'p5 �. w / . S : • � 2 - /0 - 8 Grnund -- s�� I fsh,� elev. /0 w _ z : • 3 DPPII, to y,� ? S -7/6 , lirnilinq 4 s larlor �Z : 3 - -- in. /(Q a � • 9 96 Remarks: Boring 9 ' Ground PIPV. Drplh to Iimiling factor j� Remarks: Boring N S Ground PIPV. 1 07- 5k -lt. Dopil, to limiting SOIL DESCgIPTION REPORT Page or — Horizon Depth in. Dot ninnnt Color Munsell Mottles Ott. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots 2 Bed .Trench /f s hk o /o % Yle 3 /3 — G 2 shy 'p5 �. w / . S : • � 2 - /0 - 8 �� y 3 j3 -- s�� I fsh,� s� w _ z : • 3 -3 - y y,� ? S -7/6 , 4 s - . �Z : 3 - -- a � • 9 96 i � ' -O l 3 s D 16 3 ,r s � /0 Yle 313 Y12 3 /`f 7 -5W SI �. /,p sly - - - - - - - -- L z - f sh dsl, �� f . � Sic /f s hk d1 -- . 2 - _ aA /fsb' ds� s ; . G . Z ; • 3 s ,� � s� < , • � � s . Z.. 3 , I lorimn DPplh Don,innnl Color In Munsell Mottles Ott. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots G D /111 Bed . Trench 313 = y / 3/3 1 -s'L /fsb' ds� w . Z ; • 3 -? - 3 y �o_y 3 -- — s� < <fsh� � s . Z.. 3 9�•s�� � • 9 96 6 ' larlor 7 Gf__In. Remarks: Boring N Ground PIPV. DPp1h to Iimiling Factor Remarks: IMPORTANT NOTE TO OWNERS & INSTALLER: All the finer textured soils (loams,silts, etc.) can & will be easily smeared Or compacted even by a backhoe bucket during trench construction. When this occurs premature failure will result. As per ILHR 83.13 ( the installer MUST be very careful to properly hand rake t � ), e sidewalls & bottoms to re- expose all of the soils natural structure. Minn. even recommends that scarifying devices be mounted on the sides of the bucket. Only in this way can treatment & absorption be most enhanced for normal longer system life. J p � -3 °� 3 Ulbrlcht & Ass a �a�evl►anta 855a0,14 a Rd. Wls 5401 L Nudso�� GG.Vy"'�Q�� Z �3 7 5 S z C I,P (-)A 7 (OA-) -S low Acv �3 /10 I • q � 1� /3M # SC- r ' rip aF i; '' Poe" , Pik ,• s t . so . 4gpT L. • 170 ' ---- (1-Or7) / r C.l /3 5 M p 2 it 4 ----- . . IJI 0 w � w a 1, 4,-� A-W T od o� /y /I 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 S 6 Number of Bedrooms Maximum BOD (m /L) Design Flow - Peak (gpd) 220 Estimated Flow - Average ( pd) U� Septic Tank Capacity (gal) ) a 4 U Soil Absorption Component Size (ft') Type of Wastewater Domestic Table 2: Soil Absorption Compone L inUts o f Reliable Operation Design Flow - Peak pd) Maximum Influent Particle Size (in) Se tic Tank Component 0 Soil Absorption Component r2 1/ Maximum BOD (m /L) Soil Absorption Component 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, Slats. 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 tic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter s hall be cleaned as necessary to ensure T roper operati The filter cartridge should not be removed unless provisions 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. E 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. When system fails, we will replace with another system at owner's expense. Alternate area must be left undisturbed. St Croix County Zoning Office 386 -4680 Boumeester & Sons Excavating 386 -9020 Tri- County Sanitation 386 -2130 3 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer r-x y o Flobj�' Mailing Address b6, OnA & (% ' Property Address YU t�l .S' (Verification required from Planning Department for new construction) -C— City/State H A ,, ,�;oly w( Parcel Identification Number O a 0 l / 6 76 -3 b LEGAL DESCRIPTION Property Location N � V4, 0 lr V4, Sec. 3 0� , T d 9 N -RJ-LW, Town of A lloN Subdivision SA 0 *4 Lot # Certified Survey Map # , Volume , Page # Warranty Deed # G as , Volume Page # 0 Spec house ❑ yes M no Lot lines identifiable 81 yes ❑ no I SYSTEM CE Improper 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 mastcrplumber, 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. I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. Mu 5/3 DATE OWNER CERTIFICATION I (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 property described above, by virtue of a warranty deed recorded in Register of Deeds Office. f 6'� l SIGNATURE OF APPLICANT 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 4oi.1509PaIG:197 STATE BAR OF WISCONSIN FORM I - 1998 WARRANTY DEED Document Number This Deed, made between EINAR D, HORNE and RITA M. HORN GRANDCHILDREN'S TRUST AGREEMENT dat O ctober 14, 1991 Grantor, and DUSHAN HODUR and VANESSA J. HODUR, husband an wife as survivorship marital property , Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (the "Property ")! 07i"-ix Plat of Stageline Ridge in the Town of Hudson, County, Wisconsin. 020 - 1090 -30 Parcel Identification Number (PIN) This homestead property. (ls) (is not) Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Property Is good. Indefeasible in fee simple and free and clear of encumbrances except - none. May 2 000 Dated this day of — (SEAL) AUTHENTICATION Signature(s) EINAR D. HORNE Trustee of the Einar D. Horne an (SEAL) Rita M. Horne Grandchildren's (SEAL) Trust Agreement authenticated this day of L , 622674 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., WI RECEIVED FOR RECORD 05-09 -2000 9:30 AN WARRANTY DEED EXEMPT N CERT COPY FEE: COPT FEE: TRANSFER FEE: 157.50 RECORDING FEE: 10.00 PAGES: 1 Itecorckn9 nrov Name and Return Address ACKNOWLEDGMENT State of Wisconsin, ss. St. Croi Coun Personally came before me this �I day of May 2000 , the above named Einar D. Horne TITLE: MEMBER STATE BAR OF WISCONSIN to r., (If not, A pfi y P& me known to be [he person who executed the foregoing authorized by 5706.06. Wis. Stats.) t > �/� l fns ment and acknowledge the same. lit L[< THIS INSTRUMENT WAS DRAFTED BY 1� MAURE K, ,; - Attor Barry C. Lundeen MUDGE, PORTER, LUNDEEN & SEG 'Ir�>l C. C Notary Public, State of Wisconsin 110 Second Street Hudson, Wiseo �'' My commission is permanent. (If not, state expiration date: (Signatures my b ae authenticated or acknowledged. Both are not ��� necessary.) ' Names of persons signing in any capacity must be Typed or printed below their signature. STATE BAR OF WISCONSIN Wisconsin Legal Blank Co.. Inc. WARRANTY DEED FORM No. 1 - 1998 Mitweuk Wis. U N88'42'05 "E 1 1 — SHEDS - A 200.33 (V to ES 5 FT. • Croi Cour, # 'l'n -lmfc )f t � "'! 1.782 ACRES i 77,618 SQ FT pct` N W �O 0 \ \ �S6`• /L o / A W .w 1.004 AC S - 1'7 X. X 43.73 1 o O .00 ato 2.266 ACRES 98,690 SO. FT. �• ! ).�'� '�� i 0 ui M M 0 z 2.74'`\ 1/4 OF *E N W1 /4 \ \ L , 3 0 M 1.107 ACRES 48.216 SO. FT. (Cg G ' 50' 1 33' 133' 1 C 0 1 l S0' o � i w N 87 27 59 W 382.44' w • :—' LOT 2 OF__C.S.M. � 125.87' - 256.57' cv PC. 3711 > cr IN V. 13 ----- - - - - -- ------ - - - - -- (EAST 1249.3') 1 � 1 I 1 1 6 '1 5 < 1 1 I r O, I 7 OD 1.111 ACRES BI 48,389 SQ. FT. El T( �\ in \� SEE DETAIL S 8 32'An' I 4 E6/ i TEMPORARY CUL -DE -' �i TO BE REMOVED