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HomeMy WebLinkAbout020-1353-26-000 /* r Wis�nsin Department of Commerce y' Saf€. PRIVATE SEWAGE SYSTEM and Buildings Division Count S t. Croix INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) SanitarEgr§njt Jo.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 3 //44YY44 // Permit Holder's Name: I ❑ City ❑ Vg ❑ wn of: State Plan ID No.: Stout, Richard 1ud ownship CST BM Elev.: Insp. BM Elev.: BM Description: Parcel T o. 1 oV i I ,D ham, t 1, 2 0� 1353 -26 -000 6 TANK INFORMATION ELEVATION DATA 95.80 TYPE MANUFACTURER CAPACITY STATION BS /5 FS ELEV. Septic rn/I e l 'e C' 2 Benchmark is ) / OD . 0' Dosing V�� /! Alt. BM 2 c Zt r Aeration Bldg. Sewer ((� , s 91 Holding St/ Ht Inlet Gr- os 1240 TANK SETBACK INFORMATION St/ Ht Outlet (O ' 35— 12 -5) r TANK TO P/ L WELL BLDG. V Air I entto ntake ROAD Dt Inlet Septic > 50 > tot, t 7 l - NA Dt Bottom --- Dosing — 01 k Header / Man. 8. z5" 612 ?Z R (. R 3 Aeration Dist. Pipe ^ 3 / - ! , o c� Holding �— Bot. System 9r - PUMP / SIPHON INFORMATION Final Grade _ __. -- f te.a au ,a) nu rer Demand St cover 3. RS,SS Model Numbe �/ J r GPM TDH Lift Frict ed am TDH Ft Loss air Length Dia. Dist.. To w I SOIL ABSORPTION SYSTEM '''' Width r Length 1 No f Trenches PIT No. Of Pits Inside Dia. Liquid Depth DIM 3 ] 0 DIMENSIONS SYSTEM TO P / L BLDG WELL LAKE / STREAM LEACHIN c Manufacturer: SETBACK CHAMBE' mbar: INFORMATION Type O /� System: L A - 25 1 I > 7'C `- • ` 1 IT DISTRIBUTION SYSTEM 2� 30 Header / Manifold � � h Distribution Pi e(s) f w r x Hole Size x Hole Spacing Vent To Air Intake Length , Dia. `f I Pf Length I t 0 Dia. p Spacing (D I 1 1 7- SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over 1 xx Depth Of xx Seeded / Sodded xx Mulched Bed / Trench Center Bed / Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No ! 1 COMMENTS: (Include code discrepancies, persons present, etc.) Inspection #1: 1[ /4,2/0OInspection #2: / / Location: 672 Hillary Farm Road, Hudson, WI 54016 (NE 1/4 NE 1/4 36 T29N R19W) - 3629192026 Cottonwood Ridge - Lot 26 r tit 1.) Alt BM Description = --�P �� t' 2.) Bldg sewer length = I . 4.D' 1 r, / /� - a�m �/�_t∎� l � 4 -, 0- c ` 3)? a x'`" 4•. �(,`v� ctc� Plan revision re uired? Yes No Use other side or additional information. 12_ Ohi \L,,,,,, Ylkstilex, 91 Z o y SBD -6710 (R.3/97) Date Inspector's Signature Cert. No. !o 4-Z. J4- tu. -' .2 Rare.. k . Sanitary Permit Application Safety & Buildings Division S Per In accord with Comm 83.21. Wis. Adm. Code 201 W. Washington Ave. `� SConsln See reverse sona side for instructions for completing this application PO Box 7302 in f o rmation you provide may be used for secondary purposes Madison. WI 53107.730' Department of Commerce [Privacy Law. s. 15.04 (Submit completed form to county if r state ovine,. Attach complete plans (to the county copy only) f t e Yaririrri..piatieln• less than 8.1/2 x 11 inches in size. State Sanitary Permit Number if revisionprevious -p• cation State Plan 1. D. Number county cr0rrk 34 '4 9`f1- p I. Application Information - Please Print all Information 1` I rf � t �� L ocation: Property Owner Name , ,n'ir 1 Property Location / / -- 1 z O O D c /99,`G�ec -V6 siOG4 -� c , � v �J 1 /��1/4,y 114.s3GTa9.N.RI (or)0 Property Owner's Mailing Address ��--, 7 COX ! I Lot Number Block Number rv� i ,. 2 4 N1 /�,. / /3 , /wA ' e - � 7va_ / 7 \ �, ,•#G r, ci ,'-. �� City, State Zip Code K �., } t hLttmber -( .. > Subdivision Name or CSM Number Ai, of cir4. GJ e" .et/UL (. ' - 4/3 / CeZ Grio'DI I1 Type of Building: (check one) ❑ City D 1 or 2 Family Dwelling — No. of Bedrooms: ❑ Village O Public/Commercial (describe use): %Town of O State -owned Aca ISc4 III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road A) I. JNew System 2. ❑ Replacement 3. ❑ Replacement of ❑ Addition to Parcel Tax umber(s) l System l Tank Only I 4. Existing System _ 0 -- 1 353 _ 2(... B) Permit Number I Date Issued ❑ A Sanitary Permit was previously issued � L .251, (9. �+z1- IV. Type of POWT System: (Check all that apply) O4Fa.ek Wrl /-f o(de. 1 6 ST , ELNon- pressurized In -ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ' ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ,� (� ❑ Aerobic Treatm t Unit 0 Recirculating ❑ Other: ❑ At- grade \ (a r k/08 Cj S V Dispersal/Treatment Area information: mist 44 1 Za64 2 r - pM170 1. Design Flow (gpd) 2. DispersatArea 3. Dispersal Area 4. Soil Application 3. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Galsiday /sq. ft.) (MinJinch) 9 r, o G' Elevation €18.10 9e'.0 /a S /a o12 7 ,Jet._._ 84 sO q a, 0 0 VI Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing Crete structed Tanks Tanks , Q ❑ ❑ ❑ S'G C_ K ,2 ®OD 7 j , cliJe.. -e v� . D ❑ ❑ ❑ 0 VII Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS sho • the attached plans. Plumber's Name (print) - Plumber's Signature (no stamps): 0 PRS No. Business Phone Number 4, /le °6 h,. s Aatma/rer /.J.f/ -" /C . �0 29f4' 7/ 5 -38C -3 /0 / Plumber's Address (Street, City, State, Zip Code) /626 Sca R. /la 1 . o ii b./ 5'5/4/6 VIII County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater ' Date Issued Issuing Agent Signature (No stamps) yzi Approved ❑ Owner Given Initial Adverse S harge Fee) v Determination S' CD 4 5- �P � . A 4. A Conditions of Approvaoeasons " 6 t_ . (app oval: �.- �.Dvwtsks , � � � S4- o;2Q�h � . v SBD -6398 (R. 07/00) ,r' r `i o..2 6? . 2. i ` ' i - - • Iu L. , 5". a .2i iil b Ws 3 0 0 _ 1 T N v , .., , ,:i ..--- Z t 0 2 ■ ,-----• pp 1*'N----. j J CY ?'- ei 4 (0 N l A ct) 1 r . : . . I , a 14 #6 . - - 4 4 , AtP0 F fd €P7/7/d-, . 2 d- ,,, 4 -E-- .fir -`4-efu p , _" S -04/+µ ,• f` /5- -94 Wisconsin Department of Commerce SO,ItEVALUATIC3t EPORT Page of 3 Division of Safety and Buildings /\ \ ' , in accordance with CotF 85, Wii1"A Cod , /•` jj�� crr, \'` `"unty JA. c 10 t Attach complete site plan on paper not Tess than 8 1/2 x /I 1.inches in 3ts� a must • include, but not limited to: vertical and horizontal refere point (BM), direction a,,r i "T._ rcel I.D. percent slope, scale or dimensions, north arrow, and to tiort and cu$t�ace•4o ilea d. d. �,_ Please print all inform ioi 711 ; '�" { , '--leviewed by Date . •v • Personal information you provide may be used for secondary pu o (Privacy L � ��•ti j / 19-s-- Ztna r� l e L Property Owner Property rty 9 Q � G 1i ,• £ - �v �' ; . _ 0 � � 7 , , 1 /4 4J E 1 /4 S 36 T 2,q N R / ? E (or Property Owner's Mailing Address - - - f J # - Block # Subd. Name or CSM# 135 3 4wa.*4vk 4e_ + r- Z ('04-4onwoo (3 ,`al 5 , fip City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Ralik! bk IW1 I5'43/0 I (76" 'Y9 -G73/ -f- i0 dSo r I f,4'Jlary FarwiQck ® New Construction Use: R Residential / Number of bedrooms 6 Code derived design flow rate ?el() GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Of r- (- t..XX1 S P Flood Plain elevation if applicable /',./4 ft. General comments $ yilte WL wa-t v. C'//a'er q / 0 U 4 r- e r gy. 5 and recommendati ons W. e/ ✓. upf2.e r 8 O 0 4-ow .4 r 8157 Q d Boring # 11 Boring �/ Eh t Ground surface elev. 93, S ft. Depth to limiting factor /7 d in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 toyr3 /3 S- I'm- ?l-c r C,S 1 r 1 • y . 6 . Z: --20 /• r S' 0 u' C S •c� 3 zo_pYo ibyry /6 -- m s t m 1 - _ . 7 / a S- .00'' 30 ( o/ to n Boring # B � g d`- L Pit Ground surface elev. 93.76 ft. Depth to limiting factor l/6 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ( o 0 yr3/2. -- sL /.*'l.sbK ,Yt -r CS 1 v 4 , V . b 1 Co - /9C io yry /(o /r!s ()S rn l _ -- • "? 1 �. - - $ 7 - 1 1/14. 1 ( _ * Effluent #1 = BO; > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L CST Name (Please Pry it) i nature CST Number t 'luw�c,k. ezr 0,� 9 2.533 a 9 Address Date Evaluation Conducted Telephone Number Z-// 3 D ,/ -4-1.0-ye.-7 w S </G fs // Gd '.s 2q7 -1008 Si' Property Owner ' of Parcel ID # Page Z of 3 3 Borin # 11 Boring Q Q p t Ground surface elev. V 7. ft. Depth to limiting factor N/ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I 4 / o Yr3 /3 — s'- J MS bk. m -r C S I v-C f � / . �o 7 !D -30 /6yrV /y -- -51'1 Z'J Lbt- M - c-5 - • 3 3 o /y/ fQytV /G Vh 5 ©5n n41 - /. 2- Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring # E1 Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L 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 alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777. SBD -8330 (B.6/00) PAGE OF 3 NAME S'CS CJ "f" LOT# Z•(' LEGAL DESCRIPTION NE ' /UE ,S349T Z9',N,R(q E (o0® ,/SCALE: 1 "= /GY% ,/ BM 1 ELEVATION /00.6 ✓ X 4- v M2 ` �� ESCRIPTION na ■1 r;'. /n'� €Irv\ 4r-c ` ./ BM2 ELEVATION /00 .cs 3 6 M 2 ESCRIPTION Yiq r 1 t A. /0" 4511 f - e SYSTEM ELEVATION.pop g1.0 Low'f $q.5O ALTERNATE ELEVATION fop 4 06. 60 Low r $ 0 jl :0 CONTOUR ELEVATION 'WP 14%i S i .vo{- 444.. ,Vora -h (1 �.- r �1t for SlAet 19, Y ' c, Fro n 4^ N o tes SIGNATURE / = DATE —7/-00 PROPERTY OWNER Sc1Fsc>�' SOIL DESCRIPTION REPORT Page 2. of 3 PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /tt2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench 0—ti 10,1(3/2_ 5 Ienct 5 g "( Z U -34 10 . `111 5i ) 2rrobk rn - c -- .5 • Ground 3 34.4 ID L1 1(0 m.S OS5 w) 1 cS •"l elev. 8.4.26 ft. Depth to limiting factor II in. 7\ , v Remarks: Boring # a — ii 1Oyr31 5I ImGhi< M c I C • `I . z II S3 h y r 'I'-I SiI 2mii rr r- cS — • 5 •(o 3 53-tVr Idyr 0 i'n( cs Ground elev. S Q[. Depth to limiting . ,/ 'w (6` factor No in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench Boring # 0 -16 Id yr 313 — L5 Im.9 in c S I -p 5 2 i6 -ji5i ,,- q / l, — (Y15 s o s3 TY1 l L 5 —- -� $ Ground elev. - 9.C/o ft. Depth to limiting factor it f in. Remarks: Boring # Ground elev. ft. Depth to limiting factor 'n ' Remarks: SBD -8330 (R. 07/96) ., . 1)(`z t 3 o4.3 1-o+ Z C a tit x $ec.le I =goo To O pcp& ohw +- : cm (ctoc..). TD p 04 *readier- Prpt vn w�st�c l% n 70 t v,,,e, 85-6,0 6 Sy,s*rrv. ti' t. Gower _ i3.3s 9 yo » ever. Gower g 7. yo L oa OS • 612i 4 4. a3 2- • isi • M o ^^ ^ a v. m oo �. 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 3449`0 Number of Bedrooms Design Flow - Peak (gpd) 9 A Estimated Flow - Average (gpd) Septic Tank Capacity (gal) Z,eoo Soil Absorption Component Size (ft') j 2-51 z Type of Wastewater mestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) 20a0 12% -Pf � gQ Maximum Influent Particle Size (in) (1 1/ 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 septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. 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. 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 • FROM : Schumaker Plumbing FAX NO. : 7153963121 Aug. 01 2000 06:49AM P1 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM /Bu J .g w gvvner er y Es au Mailing Address . 135 �_ A- --k • ._, r- I� (e72- /i' //,:a Pay IA led Property Address 1- -°t 112 ��o Y� �A © � . (Verification required from Planning Department for new construction) J c ty/State i-S ( t '. kY C ' Parcel Identification Number Y 'll`.GAL DESCRIPTION Property Location '/•, /V E Vs, Sec. 4 3G . T Z q N - le W, Town of _ He d .'o / . Subdivision a • .• • •. _ - Lot # . • Certified Survey Map # , Volume _ , Page # Warranty Deed # , Volume . Page # Spec house 0 yes 4 no Lot lines identifiable Q yes Id no Improperuse 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 ectification form, signed by the owner and by a waster plumber, joumeyntan.plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdispas al 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/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 the St. Croix County Zoning Office within 30 da of the three year expirat date. 413 -4-a 2/1/D000 SIGNATURE OF APPLICANT DATE ()WINTER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (arc) the owner(s) of the • .. erty described • • ve, by virtue of a warranty deed recorded in Register of Deeds Office. SIGNATURE IF APPLICANT DATE ** *** Any information that is mit-represented may result in the sanitary permit being revoked by the Zoning Department. * ** * *" " Include with this application: * stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed V0i t171 Pac156S /1 S9U3£6 .,.. WARRANTY DEED h t .. ...R ECISTF_4 S OF Document Number: ,ICE FT. CRUX CO,, W! Return Address: OCT 3 0 1998 7,�' . j,/z— a . 3o p ki i:' -. t - gt, iia_141-1. Register of Coeds klk Parcel I.D. Number (PIN1: 042-1086-10; 042- 1086 -20; 042 - 1086 -40; 042- 1085 50; 042 - 1085 -80; 042- 1085 -40; 042.1085 -20; 020-1108-50; e e'} 020-1108-60; 020-1108-70; 020-1108-80 f Thls Deed, made between Frederick G. Lenertz Land and C�1ttle Company, L.I.C., a Wisconsin limited liability company, Grantor, and Richard 0. Stout and Janet P. Stout, husband and wife, as survivorship marital property, Grantee, Witnesseth, That the said Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin: NE 1/4 OF SECTION 36, TOWNSHIP 29 NORTH, RANGE 19 WEST, ST. CROIX COUNTY, WISCONSIN THAT LIES SOUTHERLY OF INTERSTATE HIGHWAY 94. NW 1/4 OF SECTION 31, TOWNSHIP 29 NORTH, RANGE 18 WEST, ST. CROIX COUNTY, WISCONSIN LYING SOUTHERLY OF INTERSTATE HIGHWAY 94 EXCEPT CERTIFIED SURVEY MAP IN VOL. 1, PAGE 221 AND EXCEPT PART IN VOL. 634, PAGE 138 AND EXCEPT PART IN VOL. 913, PAGE 201. ii NE 1/4 OF SECTION 31, TOWNSHIP 29 NORTH, RANGE 18 WEST, ST. CROIX 10 COUNTY, WISCONSIN LYING NORTHERLY OF 65TH AVENUE AND SOUTHERLY OF INTERSTATE HIGHWAY 94 EXCEPT PART IN VOL. 913, PAGE 201. ' i This is not homestead property. Together with all and singular the hereditaments and appurtenances thereunto belonging: And Grantor warrants that the title is good, indefeasible in fee simple and free and clear of ,.., encumbrances except easements and restrictions of record and will warrant and defend the same. Dated this 30th day of October, 1998. FREDERICK G. LENERTZ LAND AND 1 r TRANSFER CATTLE COMPANY, L.L.C. — t0A4Af:6 r a Steven B. Goff, Power of Attorney Frederick G. Lenertz • ACKNOWLEDGMENT "} STATE OF WISCONSIN 1 4 , 1 ss. ST. CROIX COUNTY ) Personally came before me this 30th day of October, 1998, the above named Steven B. Goff k." to me known to be the person who executed the foregoing instrument and acknow'edge the same. , ('r 0 ,, „/c46 4 S4 - 4 — s ./ - Pamela A. Skorude, Notary Public ‘ St. Croix County, Wisconsin k. � .j ” ', M y Co mmission expires: March 17,.2 0 r ., • s IS r THIS INSTRUMENT DRAFTED BY: ., • , Steven B. Goff Bye, Goff & Rohde, Ltd. ,',,'�' "•.., .....,•' 7 ' *t PO Box 167 River Falls, WI 54022 SBG \ LENERTZ \CLAPP\01 WD j 4 i ��. '$ . s' � i. ors t* � tr / t F ye • - D.0,T SETBACK 1 - - i ......_, —.. TWIN HOME � H = 1 H .W.L =�� 1007.0 j ' `tia8 % , ` ' TWI • HO ME TWIN HOME 27 25 ' , 1 3.037 ACRES 1 r i i . ! 1 1 32.29.§.. SQ.FT. \‘., CD rn ON cu 3.059 ACRES 3.012 ACRES i y i. iii oc El 133.270 SQ.FT. p, 131.187 SQ.FT. ''�►. 1 ca 1 r IkO 1 CN IA C i� = 1 . Z 1 A 1 i s 1 -i Q, - co 1I, F' I ii t i 1,--,,, ri °z . « i Z Z ai I ig A 1 ly1 11 , 1 O Li J j Uri i i tt IV � = i -.�:u,. L i 1 a t 1" =100' n■ii 200 300