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020-1454-00-107
Wisconsin Department Of Qommerr.e PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 499179 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 Bast, Kernon Hudson, Town of 020 - 1454 -00 -107 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: / £)t b /Qj . v /7 / ( - t & ) PVC 36.29.19.2922 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark ( -) /a ° S-5 3.2Z /o3 2 — /60 - Dosing � t Alt. BM z Aeration -_ - _- Bldg. Sewer ,L.C. P;�- Holding / SUHt Inlet ' 3 tl - 6 gSi ' TANK SE INFORMATION St/Ht Outlet `f CL') TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet �- Septic > 56 1 iJ � ll ' c 1 / 'may ' " --, - ��'4I Dt Bottom /Q 1 0 - 1. f -API-. ` rA'A-k Y 72 ° Q �.- Dosing 1 N �� „� ea er/ n. 54AI he ovk c.i 4y� 3s--- Aeration \ != 4.- r' G(,� Dist. Pipe Holding Bot. System __ t".....5 "-C/ s 1- 93.3 Final Grade PUMP /SIPHON INFORMATION /J 'UP' Sid2._ 3 ., 7- (o Manufacturer Demand St Cover / -- GPM CAM e- _y'$ .2 -- 2 - /0/ , d Model Nu ._-_ 4p. 2 ✓YL#'-- TDH 'Lift Friction Low Head TDH Ft Forge-ma ength Dia. Dist. to Well SOIL ABSORPTION SYSTEM 2 2? 7 S BED /TRENCH Width Length • ( No. Of Trenches PIT DI NS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 3 C/ / 0 + T� \ SETBACK SYSTEM TO OD 1 P/L �I BLDG WFLL' LAKE /STREA LEACHING rlanufactu r: �1 INFORMATION Type O stem: �7 r CHAMBER OR / / _ T 1 YP r � 4 , �J 3'0 / UNI Model Number: r r�-y� 1i N IST-,IBUTION SYSTEM rvt1 Head anifold I , / _ 4 ,D, tri �/ S ( S' � x Hole Size x Hole Spacing Vent to Air Intake — i Vt-C I Length Dia Length Dia Spacing �— - f/ SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only C jitS Depth Over 1 4- Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil I //'' i Yes No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:II\\ / ( - ) 1‘' Inspection #2: / / Location: 819 Mitch Circle Hudson, WI 54016 (SV'( 1/4 NW 1/4 36 T29N R19W) Cottonwood Ridge 2"nd Add L 10 Parcel No: 36.29.19.2922 WO." kol- &cave,' -1 Z 1.) Alt BM Description = r 2.) Bldg sewer length = IS - amount of cover = > 4/1 Plan revision Re ulred . Yes o 6 Use other side for additional information. a � � / Q � �9 Date �� i � - - # I� o r's •nature Cert. No. SBD -6710 (R.3/97) `� Safety and Buildings Division - County '- 201 W. Washington Ave., P.O. Box 7162 I e Yd , ' l< n Madiso W3707 - 7 -- , ���� �� on, I 553 1 ■ s , M ary Permit /*Timber (to be filled tr by Co ) Department of Commerce 79%79 1 Sanitary Permit pplication " Plan 1,D, Number ,_ In accord with Comm 33.21, Wis. Adm, Code, personal information you provide AM may be used for secondary purposes Privacy Law, s15.04(1 m) x Project Address (if different than mailing address) 1. Application Information - Please P rint All Tutor t • do , R COVED .57/? /,) I v - C ` v`G Property Owner's Name _. ' r' l v 006 Parcel N « Z ) Bl 2 2 SEP 2 Pro a Owns ' P rry r s Matting Address ST. CROI hone COUNTY Prperty LoC �/' n Zip Code Number 'fie. 'J, Section City, State /'/E.1' -Seeti `--S T_ , y` - '7� itcle ) e z II. Type of Building (check all that apply) C _tt2f N; R/ F E Dk t$r tsDM Subdivision Name CSM Number Dwelling or 2 Faintly wtlting Number of Bedrooms I I R.,frt..... / ❑ Public /Commercial -- Describe U se _ 7 Co y1'a,) I) ' j(� I Q ❑ State Owned -- Describe Use Z A:64---- „ AZO ZZ 3-43 Clt :City_DVillage OTownship III. Type of Permit: (Check only one box on line A. Complete fine B if applicable) � � A 1�/ > tlacement 0 n2p - /5e 5 6 a -- /D 7 New System S �+ �1 y stem l'I 1'reattnrutlHaiding Tank Replacement Only 0 Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision I ❑ Change of 1 ❑ Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration 1 Plumber 1 Owner F iV. Type of POWTS System: (Check all that apply) %' ✓ C _S■v4 - . VR jtNon -Pressurized In- Ground ❑ Mound ? 24 in of suitable sod 0 ? Mound a 24 in of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter 0 Constructed Weiland ❑ Pressurized In- Ground 0 Holding Tank 0 Peat Filter 0 Aerobic Treatment Unit ❑ Recirculating Sand Filter 0 Recirculating S nthetic Media Filter It eachin: Chamber ❑ Drip Line ❑ Gravel - less Pepe 0 Other (explain) V. Dia . ersaUTreatment Area Information: __ - Design Flow (gpd)� Design Soil Application Rate(gpdsft Dispersal Area Required (sfi Dispersal Area Propoa. sf ' System Elevation • 4, `.l . • 7 -'r 7 •/ , -5" -7 ,1 ' I 5,75 '4e4 0 z.✓ gJ,,t/ ✓ VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Tanning / � t L Tanks ... .7 I Tanks y� Septic or Holding Tank is e o / r e ,' e J li ` / Aerobic Treatment Unit • ^ - ' ^ "- ^' -' Cluing Chamber 1 ' "'7 — ___ VII. Responsibility Statement- 1, the undersigned, assume responsibility for 1 tion of the POWTS s own on the attached plans. Plumber's Name (Print) { Plumber's Signature M PRS Number Business Phone Number " ii--4 1 ' Ai' r27 ? e r 0 ?L' - - -'s al -'lumber's Address (Street, City, State, Zip Code) v� /!3 7) ,-5" c e. - /t . -d�4i- .1...._r,✓ w ✓ .` w VIII. County/Department Use Only _- - imarst I pprov ed [] l Sanitary Permit Fee (includes Groundwater l Date Issued Issuin ' gent Sign ttamps 1 Surcharge Fee) � . CC) I q N ❑ O n Reason for a sal J. /0 _ - � 4.9 r EX. Conditions of Approval/Reasons for Disapproval \ II sysrn)11OWWEt�: td 3) Q lle�' s 0,...),,,,....— ►tea.;A.4.A.. n-- 1. S tank, effluent filter and of d t> 1 ■ 6 ' t , J � tMe � c . o ... "aJZ� . dispersal cell must all be services / maintained r as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code/ ordinances. L - t Attach templets plans (to the County only) fer the system on paper not less than sin x t 1 'tidies in size � - SBD -6398 (R. 01/03) die -'«Zc__ K % N. 0 ,;1 , ,,,,, ..<5: . , ' --' \\ s z:. \ _ , \ v) , \ 1 , \I\ e,� .3N \ \ u v r\ ` \ N. % I � r\ � 1 � 1 v . v *4 -\ 2 �� r v Q � , -4: =., _A re% . / % \ i 0 \ el-z..el__......0. n <9, ... p m y \' t .-.4 1 d ia J: y N ).3 „ , _ i 1 '\i, . ,C55, 0 RN war ¥ c N )fi N% o 0 .>" \V ktif. 2ncus., in :Hb r17.ii • • -- ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer t & J Z% BAST Mailing Address 94 LR 1 ko - 14u12S0A.) - wisCo.us" Property Address '319. Mt1Z h C2. ` I" . (verification required from Planning Department for new construction) City /State Rouse /cur: Parcel Identification Number oda:' /y5y" tb' /07 LEQAL DESCRIJ TION f)'•) Property Location 1161 V., W V., Sec. 30 ,, T 4 1 N -R 1 W, Town of f/v • Subdivision C nauwa atom€ 5E00.00 A110 ORA) Lot # / Certified Survey Map fi , Volume , Page # Warranty Deed $ , Volume , Page p _ • Spec house tg1 ycs 0 no Lot lines identifiable ki yes ❑ no SYSTEM MAINTENANCE 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 subaut to St. Croix Zoning Department a certification form, signed by the owner and by a mask!, plumber, journeyman plumber. testricrcd plumber or a licensed pumper verifying that (1) the on-311c wastewatcrdisposat system, is in proper operating condition and/or 12) after snspectton and pumping (if necessary). the septic tank is less than 1/3 full of sludge. I /we, the unde. e - have e above requirements and agree to maintain the private sewage disposal system with the standards set fon, erein. 5 . • y the Department of Commerce and the Department of Na tural Resources, Stale of Wisconsin Certification eta • hat you A. tic syst • s been mainta +t must be completed and returned to the St. Croix County Zoning Office within 30 d • ys of the t "Pycar ex date. 'Lt.. .1110,. ! , i/J ) Z SI ' ATZIRE O :i' LICANT DATE OWN,i_4 RTIFIC • TION 1 ( atements on this farm arc true w the best of my (our) knowledge 1 (we) am (are) the owner(s) of the prop hove, b l of a .sa.ramy deed recorded in Register of Deeds Office. NATURE • PPLICANT DATE Any in ormation that is rats-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 o copy of the certified survey map if reference is made in the warranty deed z' d 26GG9BESTL uosuyoe uose[ dtT :TO CO ea 400 V sconsln #1635 SOIL EVALUATION REPORT Department of Commerce in accords ce with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings � �./ Steel's Soil Service, Inc. Attach complete site plan on paper not less than 8% x 11 inch - e Plan must County St. Croix include, but not limited to: vertical and horizontal reference po I '1,144, . , direction and percent slope, scale or dimensions, north arrow, and location a • 'tae to nearest road. Parcel I.D. Pending Please print su mforma* %o `' viewed By Date Personal information you provide may t~ used RECEIVED (Priva 5.04 (1) (m)). 1T, 2.co6 Property Owner Property Location Bast, Kemon APR 1 3 7005 Govt. Lot na SW1 /4, NW1 /4, S36, T29N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 948 Labarge Rd. ST. CROIX COUNTY 107 na Cottonwood Ridge 2ND Addition City Stalls Zip CidaNIN(it pr�9mber 1 I City ❑ Village ® Town Nearest Road Hudson 1 WI 1 54016 1 715 - 386 - 7775 Hudson 1 Cty Rd N New Construction Use: M Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ❑ Public or commercial - Describe: na Parent material Stream terraces and pitted bt h) 454 r /40.)s Flood plain elevation, if applicable na ft. General comments Conventional system, system elevation 93.75ft. Trenches spaced and depth to and recommendations: code 5.75ft below grade. — El 1 Boring # Boring IZ Pit Ground surface elev. 99.50 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color *Eff#1 . *Eff#2 1 0 -18 10yr3/1 none s 2msbk mfr cs 1vf .6 .8 2 18 10yr4/4 none r\5°`14k.A 2msbk mfr cs na e ra, 3 45 -120 7.5yr4/4 none cos osg ml na na .7 1.6 13 , s 69 /cod Ili 2 Boring # Boring IM Pit Ground surface elev. 99.50 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color *Eff #1 *Eff#2 1 0 -16 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8 2 16-42 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 42 -60 10yr4/4 none sl 2msbk mfr gw na .6 1.0 4 60 -120 7.5yr4/6 none cos osg ml na na .7 1.6 liplhor * Effluent #1 = BOD 5 > 30 < 220 mg /L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS <30 mg/L CST Name (Please Print) . ji nature: CST Number David J. Steel 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 4/10/2005 715- 760 -0347 , Property Owner Bast, kernon Parcel ID # Pending Page 2 of 3 3 Boring # ❑ Boring ❑ Pit Ground surface elev. 99.70 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -14 10yr3/1 none sil 2msbk mfr es lvf .6 .8 2 14 -25 10yr4/4 none sci 2msbk mfr gw na .4 .6 3 25 -54 10yr4/4 none sl 2msbk mfr gw na .6 1.0 4 54 -120 7.5yr4/6 none cos osg mi na na .7 1.6 1 Boring # II] 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/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I 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/ft 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 < 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 (L07 /00) Steers Soil Service, Inc. STEEL'S SOIL SERVICE INC. 3of3 David J. Steel Kennon Bast 994 200 St. CST - POWTSM SW1 /4,NW1/4,S36,T29N,R19W Baldwin, WI 54002 Lic. #248956 Town of Hudson, St. Croix Co. CeII (715) 760 -0347 Cottonwood Ridge 2ND Add. Fax.(715) 684 -3449 Lot,107 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. Legend N 1 " =40' = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe Alt Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe D = Borings Boring Elevations B1 = 99.50 ft B2 = 99.50 ft B3 = 99.70 ft B4 = 0.00 ft / , � w fo5 I10/ C r (_9•- 77 3 /'7c 1194i id w / ti Ilk 1I ..;..,./ \ ' '% 414.5 N. 50.00' +I , .. \ . ROAD LENGTH 196' r , \ r. DEDICATED TO THE PUBLIC c j I. I 6 3` 1037.1 q' X / 1036.4 X ` � �- X 103 t ii--; -1 ' 1.-..,--• LOT 107 2.03 Acres N.B.A. = 2.0 AC 1 LLW c LOT 106 ¢ ? ? .0,, I - 11 2.02 Acres • N.B.A. = 2.0 AC X 1036.4 1. -5.3 X " -� • • A1' 71.3 _ 7 95.38' X \ \ 1037.1 \ \ \ 1q353 • LOT 105 X 2.38 Acres 1034.4 \. N. B,A. = 2.4 AC \ 1036.4 d�7� AC Z 480.73' X !.00 �. , .. '� - X 1035.5- )34.6 ' 1035.3 • LOT 104 g I \ 2.04 -Acres \ o $_ , N.B.A. = 1.9 AC = - --- y 405.03' --I - i - - - 02 ::x. "- .:. 11111„\ P. W :res _::;" 1 X X 2,6 AC : �4� 1033.1 LO 103 1 d35.5 O 1031.X0 �_ \ •'_? \, 2.04 Acre MY 1034.6 . N.B.A. = 1.0 AC z • - • - - 1 - 1 4, ' b L.B.O. = 1035.00 , _ :, LL •❑ $ '_ ) 1 (- 03 - 033.1 N z i I, N I 100' ! $ H.W.L. : 10 3.00 1,_,) DEDICATED TO PUB - _._ _�____� � -- ------ 0 3 f-, ■-■,,,,r--.1-1 - _ n rA mnr, r- Ntrt scons SOIL EVALUATION REPORT #1635 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and I3uildings Steel's Soil Service, Inc. Attach complete site plan on paper not Tess than 8% x 11 inches in size. Plan must County l D St. Croix c include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. p. din Please print all information. Revie By Dat Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). / f ;, I A / � p ( p 1 Property Owner Property Location Bast, Kernon Govt. Lot na SW1 /4, " W1/4, S36, T29N, R19W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 948 Labarge Rd 107 na Cottonwood Ridge 2ND Addition City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road Hudson 1 WI 1 54016 1 715 386 -7775 Hudson 1 Cty Rd N el New Construction Use iz Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD El Replacement ❑ Public or commercial - Describe: na Parent material Stream terraces and pitted 014.1 it5 / p16 : " c Flood plain elevation, if applicable na ft. General comments Conventional system, system elevation 93.75ft. Trenches spaced and depth to and recommendations: code 5.75ft below grade. 1 Boring # III Boring ® Pit Ground surface elev. 99.50 ft. Depth to limiting factor 120 in. Soil Application Rate) Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color *Eff#1 *Eff#2 1 0 -18 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8 2 18-45 10yr4/4 none sl 2msbk mfr cs na .4 .6 3 45 - 120 7.5yr4/4 none cos osg ml na na .7 1.6 r X05 2 Boring # Boring Pit Ground surface elev. 99.50 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color *Eff#1 *Eff #2 1 0 -16 10yr3 /1 none sil 2msbk mfr cs 1vf .6 .8 2 16 -42 10yr4/4 none sicl 2msbk mfr gw na .4 .6 3 42 -60 10yr4/4 none sl 2msbk mfr gw na .6 1.0 4 60 -120 7.5yr4/6 none cos osg ml na na .7 1.6 — C1 IO * Effluent #1 = BOD? 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD 5 <30 mg /L and TSS <30 mg /L CST Name (Please Print) ture: CST Number David J. Steel G 248956 Address Steel's Soil Service, Inc. C---' Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 4/10/2005 715- 760 -0347 SED -8330 (8.07/001 Prpperty Owner Bast, Kernon Parcel ID # Pending Page 2 of 3 3 Boring # ❑ Boring ® Pit Ground surface elev. 99.70 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture ' Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. _ *Eff#1 *Eff#2 1 0 -14 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8 2 14 -25 10yr4/4 none scl 2msbk mfr gw na .4 .6 3 25 -54 10yr4/4 none sl 2msbk mfr gw na .6 1.0 4 54 -120 7.5yr4/6 none cos osg ml na na .7 1.6 3 1 5 // °� It ID Bo # [1] 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/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 •Eff#2 7 , , , Boring # ❑ Boring ❑ P11 Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth . Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 * Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg /L * Effluent #2 = BOD 5 < 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 (RA7 /0O) Steel's Soil Service, Inc. . ... . STEEL'S SOIL SERVICE INC. 3of3 David J. Steel Kernon Bast 994 200 St. CST - POWTSM SW1/4,NW1/4,S36,T29N,R19W Baldwin, WI 54002 Lie. #248956 Town of Hudson, St. Croix Co. Cell (715) 760 -0347 Cottonwood Ridge 2ND Add. Fax.(715) 684 -3449 Lot,107 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. Legend N 1" = 40' I ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe ❑ = Borings Boring Elevations B1 = 9950 ft B2 = 99.50 ft B3 = 99.70 ft B4= 0.00 ft /d l /5 � c /' '��. ' 0.9.- qd' �� 11y � 96/ 0 1 3 ■ 1 P70 � / 6 fr I S" L �/ i. ;-' Al '• _-- / ' - . ______,_74 • fr - ---- r • ' ■ • N . B . A . = 2.0 AC - '. WEST 1/4 LINE OF SECTION I Ca 1039.3 _ _ _ o I LOT 108 CD. iv i 2.01 Acres r o N = 2.0 AC X QOT Co o V X 1037.1 - - - i T6' - . 1037.1 .-i lik 414.5 \ 50.00' g3 0 VC , \ ROAD LENGTH 196' +I N ` DEDICATED TO THE PUBLIC 0 0.00' s '3 '� 1037.1 X / _ 1036.4 X To \ X 103 i. N I \ _14' LOT 107 _ ° 0 1 2.03 Acres . • • - _ ° • N.B.A. = 2.0 AC ` co M ao4 'w \ LOT 106 -r �. 9 � * 2.02 Acres 1, I 1 N.B.A. = 2.0 AC X 1036.4 I 1. X \ 524,01' 71.37 \ 5 3 8 ' - - � • X 1037.1 \ • I , \ - \ . \ (P 10: \ LOT 105 X ao cp, ti' . 1835.3 - 2.38 Acres 1034.4 rn \• $ N.B.A. 2.4 AC T \ •s ue \ . \ 1036.4 11.17V AC - 480.73' X I 1.00 X X \ X 1035.5 034.6 \ 1035 3 -4 - - - \ LOT 104 to - i 2.04 Acres o j N.B.A. = 1.9 AC w -- s W 4 \ N 1 14 1 ° 0 �k 1 30 ' - o . r ,:. ♦ 405.03' -i - -- w 102 ..' ::•.::'`' N N 1 $ ' ■ • I -- W c res ``: :. .4a {:- _ x X ::: `' 1033.1 1 35.5 0 2.6 AC :::_ r LO 103 I I 1031.00 = 0 2.04 Acre 1 z l� ®` 7r 1 MBA. = 1.0 AC 1034.6. . - - _'�. 1 _ w� _ _ v I 1 = - L.B.O. 1035.00 I N 0 > $ "� 1 1033.1 `) a I z J LVV. iv v • 77' 0 z _ m — w r f � co Z'3,9E,4Z�4S --1 N _ - -- ,68'1.9 '12"W 441. 1' I {� co /d � P � O O \ / /IS II � NO2 ° 26 o CO t o\ /. , 1 .g 5 c m w ro r W Ni 5 —,,g2 ,s y z O a 0 '7-04' E. 3 E' e • • 9 OD I °° " i 40�'� —40 D N p j i EgsEM c . co 0 _ --4E3 -- - -E • - -v -- -- -- -- — - -. • 1 $' i . � 11- • 310.67 E3 � • '(isr,NG 8 S00 °2724 "W 388,80' m co NoUS / 6 ° • N / •/ • - _- - - - - - -- - - -- -- - -- Z / • / ��\ / /6ZC • S ° W r S00 °27'24 "W 230.07' • �9z OT z / / / �' _ 9223 �� • -- — -- — — II m / ff • S' �o w J cu off -- / � / �° N N bi / 90 6 � I �I fll n V' • i/ � 94 // / / /i •I \�• • • d i/ai2 ga / // CJ ° ��\ • • / • '49°6 / • / =I ` • ' • / • / m • \ v r \ . ' . . I 073 D cal 7 .,,,4icp • \ n p CI) 0 ;;•`' . • \ ' \ / : co . co ' v 0 \\ Q C �, • x.26 . 9 2. pC? j - o m 26,9 oo • •G0, c°n ,y _ c.) N 0 m 03 01 wD� cn c cn 0 E co r 0 . 1 If rn 0 0 81 � off N D ∎ rn w � ro r ■ `° ° ■ m �� W y co N r p� 1 w AN ■ O m _ i -1=.t. m � al V 0 v u M CD w S O o q Ca v _ cu_ - - - - 1561.84' 33' w v_ 120.22 ° 192,78' 0 171.69' M 336.95' 134.77' _ X 36.92' - X00° 4 "VV 2096:6' - / 1 p •1 1 =fl i�l / i�1 POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of FiLE INFORMATION �—�d�� L 1, 0 - 1 SYSTEM SPECIFICATIONS Owner Septic Tank Capacity /.2 0 gal ❑ NA Permit # Septic Tank Manufacturer k_j3 ‘ e__ S�CZ„ ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer Z Ve_. ❑ NA Number of Bedrooms —_ _ 0 NA Effluent Filter Model A I o o ❑ NA Number of Public Facility Units 0 NA Pump Tank Capacity NA gOt1. i 0 Estimated flow (average) b 0 0 _ Pump Tank l�allday Manufacturer .)3 le- e ik, ❑ NA Design flow (peak), (Estimated x 1.5) t © Purnp Manufacture ❑ NA gal /day 0 v` ok Soli Application Rate iteI/da Pump Model 0 NA Standard Influent/Effluent Quality Monthly average *' pretreatrent Unit 0 NA Fats, Oil & Grease IFOG) ; s30 mg /L 0 Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD . <_22Q mg/L ❑ NA ❑ Mechanical Aeration 0 Wetland Total Suspended Solids (TSS) < mg/L 0 Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cells - 0 NA Biochemical Oxygen Demand (BOD 530 mg /L ❑ in- Ground (gravity) 0 In- Ground (pressurized) Total Suspended Solids ITSS) 530 mg /L 0 NA 0 At - Grade 0 Mound Fecal Conform (geometric mean) s10 cfu /10Qm1 _Q Drip-Line ❑Other: Maximum Effluent Particle Size Y in dia. _ 0 NA Other: 0 NA Other: Other; - 0NA 0 N "Values typical for domestic wastewater and septic rank effluent- Other: Q NA - MAINTENANCE SCHEDULE ... Service Event Service Frequency inspect condition of tank(s) 1 At least once every: ❑ month(s) 01 year(s) (Maximum 3 years) ❑ NA Pump out contents of tank(s) When combined sludge and scum equals one -third (;3) of tank volume ❑ NA Inspect dispersal cell(s) At least once every: ❑ monthis} -- y R yawls) ( Maximum 3 years) ❑ NA Clean effluent filter At least once every: /• j ❑ month(s) !� ❑ NA year(e) _ __ Inspect pump, pump controls &alarm At !east once every: ,-_ _, ❑ month(s) ❑ NA _ __ -- ❑ years! Flush laterals and pressure test At least once every: ❑ year month(s) ❑ NA Other: - ❑ ear {) r - _ _ At (east once every: — ❑ month {s) ❑ NA Other: - "" 0 yearls) ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber: Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks i b ned sludge and scum measure the volume of com y y 9 and to check for any back up or ponding of effluent on the ground surface. The dispersal eels) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The pending of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one - third (Y or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer, A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. Page or START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(al for the presence of painting products or other chemicals that may impede the treatment process and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tankls) removed by a septage servicing operator prior to use. System start up shat( not occur when soil conditions are frozen at the infiltrative surface. - During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) In one large dose, overloading the cell(si and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the purnp controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over. or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat: foundation drain isump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. • After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled w th soil, gravel or another inert solid material CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should he protected from disturbance and compaction and ahould not be infringed upon by required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and /or soil limitations. Barring advances in POWTS technology a holding tank may be installed as a last resort to replace the failed POWTS. c The site as not en evaluated to identify, a suitable replacement area. Upon failure of the POWTS a soil and site evaluation be performed to locate a suitable replacement area. If no replacement area is avaaable a holding tare may b • tall° s a last resort to replace the failed POWTS. Cl Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface, Reconstructions of such systems must comply with the rules in effect at that time, < < WARNING > > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name k GAkx. Name Phone � . �� / � �` 3 g � ^ , 3 / al Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name i . Cow 014An, ,4 '' 2 A. /1 Phone 1 Phone 7/5 -3810 - 'Haft This document was drafted in corpliance with chapter Comm 83.23(211b)(1)(d) &(f) end 83.54(1), (2) & (3), Wisconsin Administrative Code. �+ _A • POWTS OWNER'S MANUAL. & MANAGEMENT PLAN Page _ of FILE INFORMATION Q...kr-0 ..P L_ V 0 - 1 SYSTEM SPECIFICATIONS Owner Permit # ` -`� Septic Tank Capacity /,2 5 fj gal 0 NA Septic Tank Manufacturer : �S�R ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer Z (Lb V.ef 0 NA Number of Bedrooms DNA Effluent Filter Model . A 10( 0 NA - Number of Public Facility Units 0 NA Pump Tank Capacity g OD D ga l 0 NA Estimated flew (average) b 0 0 gal /day Pump Tank Manufacturer Lj,,) Vie- SQ- R. 0 NA Design flow (peak), (Estimated x 1.5) O 0 gal /day Pump M anufacturer G O u..., 0 NA Soli Application Rate gal /day /ft Pump Model 0 NA Standard Influent/Effluent Quality Monthly average" • Pretreatment Unit ❑ NA Fats, Oil & Grease (FOG) ' e30 mg /L 0 Sand /Gravel Filter 0 Peat Filter Biochemical Oxygen Demand (BODE e220 mg /L 0 NA 0 Mechanical Aeration 0 Wetland Total Suspended Solids (TSS) j 5150 mg/L. 0 Disinfection 0 Other: Pretreated Effluent Quality Monthly average Dispersal Celle} 0 NA Biochemical Oxygen Demand (BOD s30 mg /L 0 in- Ground (gravity) 0 In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L 0 NA 0 At -Grade ❑ Mound Fecal Coliform (geometric mean) s10 cfu /100m1 0 Drip -Line ❑ Other: Maximum Effluent Particle Size Y8 in dia. 0 NA Other: 0 NA Other: 0 NA Other: _ ❑ NA "Values typical for dornestic wastewater and septic rank effluent. Other 0 NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tanks) At (east once every: • month(s) V a yearly) (Maximum 3 years) ❑ NA Pump out contents of tank(s) When combined sludge and scum equals one -third (3 of tank volume 0 NA "` Inspect dispersal ceil(si At (east once ever 0 monthly) ___ y' 3 eit year(s) (Maximum 3 yea ❑ NA NA Clean effluent filter At least once every: O monthly) - C7 �r $ year(e) _ - Inspect pump, pump controls &alarm At !best once every: r-.. 0 months) DNA `. _ _._ ❑ year(s! Flush laterals and pressure test At least once every: month(s) NA ❑ years) Other 0 monthly) ----- - At feast once every: — 0 years) 1:1 NA Other: ❑ NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal ceps shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal ceil(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scurn in any tank equals one -third (Y,) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin Administrative Code. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of s1 months, shall be performed by a certified POWTS Maintainer, A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. SLPTiO TANK & PUMP CHAMBER. CR :SS SECTION AND SPECIFICATIONS_ 4" CI VENT PIPE 12" MIN. ABOVE GRADE & WEATHERPROOF 25' FROM DOOR, WINDOW OR JUNCTION BOX APPROVED FRESH AIR INTAKE WITH CONDUIT MANHOLE COVER W/ PADLOCK E FINISHED GRAD£ — WARN4 " ING LABEL . 4" CI RISER / + _ .11.--Yit ..-T...................„.„,,,..„ Mi N 18" IN. 6" MAX. . ; 4 ** Li 1r-111 , , 'la, 1 WATER TIGHT GAS- 1 r� ATER _IGH� SEALS TIGHT \ � , VAPPROVED A SEAL ' JOINTS WITH - 11 1 PPROVED --- -- ' PALM APPROVED PIPE 'IPE 3' ' ! ON 3' ONTO )NTO SOLID i SOLID SOIL C PUMP OFF ELEV , FT, -f— OFg` RISER EXIT D PERMITTED ONLY IF TANK ..� MANUFACTURER HAS APPROVAL 3" APPROVED BEDDING UNDER TANK CONCRETE PAD SPECIFICATIONS SEPTIC / DOSE , TANK MANUFACTURER: .5,�.S --Q _ NUMBER DOSES PER DAY: '7" TANK SIZES: SEPTIC 12.5'0 GAL. DOSE VOLUME INCLUDING DOSE pp GAL. FLOWBACK: )5 GAL. ALARM MANUFACTURER: l,QveAe►ct,.,. CAPACITIES: A = .D,'a. INCHES = 4 ( IP GAL. MODEL NUMBER: SWITCH TYPE: 'Mr„m,_ B = 2 INCHES = GAL. ?UMP MANUFACTURER: CTyvJ,tk..S C = 2 INCHES = j to % GAL, MODEL NUMBER : E P p'4 SWITCH TYPE: Ty\e„ct.c„ D = (0 INCHES = _ a.L GAL. REQUIRED DISCHARGE RATE 'O GPM PUMP & ALARM WIRING AS PER ILHR 16.23 WAC VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE . . 1.. FEET + MINIMUM NETWORK SUPPLY PRESSURE , r 2,5 FEET + ` t FEET FORCEMAIN X .a,tp FT /100 FT. FRICTION FACTOR . . I.5"2. rEET TOTAL DYNAMIC HEAD = ] 3 . 6' 7 FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH ; WIDTH -- ; DIAMETER --- LIQUID g d .1 CrA i, ID e.2 1" IGNED: LICENSE NUMBER: ..),D. ..),D. 7 9 9 (9 DATE: - 1/88 M GOULDS PUMPS Submersible Effluent Pump M VW t I MODEL : "", EP O4 TM 3871 EPOS .... APPLICATIONS • Fully submerged in high • EPOS impeller: Thermoplas- • Bearings: Upper and lower Specifically designed for the grade turbine oil for tic endosed design for heavy duty ball bearing p Y g lubrication and efficient improved performance. construction. following uses: heat transfer. II • Effluent systems Casing and Base: Rugged • Homes Available for automatic and thermoplastic design provides AGENCY LISTING superior strength and corrosion • Farms manual operation. Auto �- Canadian StandardsAssodatlon • Heavy duty sump mark models include resistance. — • Water transfer Mechanical Float Switch or Motor Housing: Cast iron (CSA listed model numbers end • Dewatering assembled and preset at the for efficient heat transfer, in "F" or "C ".) factory. strength, and durability. SPECIFICATIONS • Motor Cover. Thermoplastic Goulds Pumps k 150 9001 Registered. FEATURES cover with integral handle and • Solids handling capability: float switch attachment points. 3 /4" maximum. ■ EPO4 Impeller: Thermoplas- • Power Cable: Severe duty • Capacities: up to 60 GPM. tic Semi -open design with rated oil and water resistant. • Total heads: up to 31 feet. pump out vanes for mechanical • Discharge size: 1'h" NPT. seal protection. • Mechanical seal: carbon - rotary/ceramic- stationary, BUNA -N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. METERS FEET 10 • Fasteners: 300 series stainless steel. y 30 ----------- —a. .1--s GPM - • Capable of running dry without damage to 8 2. FE components. 25 ..._ fa 7 Motor: _ • EPO4 Single phase: 0.4 HP, Si 6 20 115 or 230 V, 60 Hz, 1550 i s RPM, built in overload with in t5 ...,_... automatic reset. q - EPOS • EPO5 Single phase: 0.5 HP, c 115 V, 60 Hz, 1550 RPM, 0- 3 - 10 ... built in overload with EPOa automatic reset. 2 • Power cord: 10 foot 5. standard Iength, 16/3 1 - S1TOW with three prong . grounding plug. Optional 20 0- ° o 10 20 30 40 50 GPM foot length, 16/3 SITW with three prong grounding plug p 2 4 6 8 1 0 1 z m'ih (standard on EPOS). CAPACITY Goulds Pumps ®2000 Goulds Pumps ITT Industries Effective February, 2000 B3871 I • . . --- {- ___ 1.. STANDARD CHAMBER 1 --- Ouick4 Standard Chamber _ • - - 44- — ._........., 1 . (EFFECTIVE LENGTH) 1, ■ 1 ■ , , r 1-, .... ,,,. , -\... r--,. f , .,. 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COPY FEE: the following described real estate in St. Croix County, State of Wisconsin: CC FEE: PAGES: 2 SEE ATTACHED EXHIBIT A • Recording Area Name and Return Address: Edina Realty Title, Inc. 400 S. 2n St. — Suite 115 Exceptions to warranties: Hudson, WI 54016 Easements, restrictions and rights -of -way of record, if any. 456780 ._ 020 - 1110 -30- 000... 020-1109-55-050 Parcel Identification Number (PIN) This is not homestead property. Dated this 28 sr y of January, 2005. V W , f � - 11 L. Wi ' cox!. M Jo i ox �'Y I son AUTHENTICA pub1iC ACKNOWLEDGMENT Signature(s) N�' +.; \ STATE OF WISCONSIN ) ST. CROIX COUNTY. ) ss. authenticated this 28th day of January, 2005 Personally came before me this January 28, 2005 the * above named Neil L. Wilcoxson and Mary Jo Wilcoxson, husband and wife to me known to be the person(s) who TITLE: MEMBER STATE BAR OF WISCONSIN execut: u i e fore. oing instrument and acknowledged the same. (If not, authorized by § 706.06, Wis. Stats.) / THIS INSTRUMENT WAS DRAFTED BY *Chen : rown Notary Public, State of Wisconsin Peterson, Fram & Bergman — Steven H. Bruns My commission is permanent. (If not, state expiration date: 50 East Fifth Street, St. Paul, MN 55101 3/11/2007 ) (Signatures may be authenticated or acknowledged. Both are not necessary.) *Names of persons signing in any capacity must be typed or printed below their signature WARRANTY DEED STATE BAR OF WISCONSIN FORM No.2 -2000 • U 2739P 317 EXHIBIT A Parcel 1: A parcel of land located in part of the SW '/ of the NW ''4 and part of the NW ''4 of the SW ' of Section 36, T29N, R19W, Town of Hudson, St. Croix County, Wisconsin; more particularly described as follows: Beginning at the W '% corner of said section 36; thence N00° 16' 10 "E, along the west line of the NW ' of said section, 1248.49 feet to the north line of Lot 1 of Certified Survey Map recorded in Volume 3, page 669 at the St. Croix County Register of Deeds Office; thence N63 °02'59 "E 148.42 feet to the north line of said SW ' of the NW '/; thence N89 °26'58 "E, along said north line, 1182.70 feet to the east line of said SW '/ of the NW '/; thence S00 °21'37 "W, along said east line, 350.04 feet to the north line of Lot 73 of the Plat of Cottonwood Ridge First Addition recorded at said office; thence S89 °26'58 "W, along said north line, 10.00 feet to the west line of said plat; thence S00 °27'24 "W, along said west line, 2096.76 feet to the centerline of County Trunk Highway "N" and a point on a 1999.00 foot radius curve, concave southerly, whose central angle measures 7 °10'30 ", whose chord bears N84 °30'41 "W and measures 250.16 feet; thence westerly, along the arc of said curve and said centerline, 250.33 feet to the point of tangency; thence N88 °05'56 "W, along said centerline, 83.64 feet to the point of curvature of a 2700.00 foot radius curve, concave northerly; whose central angel measures 3 °17'53 ", whose chord bears N86 °26'59.5 "W and measures 155.40 feet; thence westerly, along the arc of said curve and said centerline, 155.42 feet; thence N04 ° 29'56 "E 244.01 feet to the point of curvature of a 167.00 foot radius, concave westerly, whose central angle measures 34°24'12", whose chord bears N12 °42' 10 "W and measures 98.78 feet; thence northerly, along the arc of said curve, 100.28 feet to the point of tangency; thence N29 °54' 16 "W 274.22 feet to the easterly extension of the north line of Lot 1 of Certified Survey Map recorded in Volume 12, page 3456 at said office; thence N89 °' 12'45 "W, along said easterly extension, along said north line, and along the westerly extension of said north line, 670.44 feet to the west line of the SW ''4 of said section; thence N00 °37'50 "E, along said west line, 496.89 feet to the point of beginning. AND Parcel 2: A parcel of land located in part of the SW '/. of the SE '/ of Section 36, T29N, R19W, Town of Hudson, St. Croix County, Wisconsin; described as follows: Beginning at the South'/, Corner of said Section 36; thence N00 °27'05 "E, along the north-south l/ line of said section, 1216.78 feet to the centerline of County Trunk Highway "N "; thence S76 °47'47 "E, along said centerline, 1354.82 feet to the east line of said SW '/ of the SE '/; thence S00 °07'02 "W, along said east line, 897.02 feet to the south line of the SE 'h; thence S89 °33'25 "W, along said south line, 1326.80 feet to the point of beginning. 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