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HomeMy WebLinkAbout020-1441-65-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix S #fety and 8'uilding Division INSPECTION REPORT Sanitary Permit No: 453215 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 I Hudson Township 020 - 1441 -65 -000 CST BM Elev: Insp. BM Elev: q BM D scription: Section/Town /Range /Map No: 0 S �p q� /,{,� 36.29.19.2791 TANK INFORMATION ELEVATIO ATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark 5 e %oV Dosing Alt. BM 1 T6 . k) 1. 1 D 2-- Aeration Bldg. Sewer 3•Z Holding St /Ht Inlet 2 k . , St/Ht Outlet TANK SETBACK INFORMATION tG TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 1 Dt Bottom / Dosing Header /Man. qq Aeration Dist. Pipe q 23 Holding Bot. System Z to " . �3 Final Grad PUMP /SIPHON INFORMATION V�lt d o 5-- 4 J .'4. . Sg Manufacturer Demand St Cover GPM Mode `T "1 TDH Lift Friction Loss ys e d TDH Ft �� �� Forcemain Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width / Lengt / No. Of Trenche PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ?' SETBACK SYSTEM TO P/L BLDG WEL LAKE /STREA LEAC ING Manufacturer. INFORMATION Type Of System: -drt-� r / CHAMBER Q� ' Model Number: (/ qLSTR IBUTION SYSTEM �> d p Heade anifold Distribution / x Hole Size x Hole Spacing Vent to Air Intake / [1 Pipe(s) 1( � �,__. -_ Length Dia Length Diapacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Onlyu`� "u' ►l,a� Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center / Bed /Trench Edges Topsoil 110 Yes [ No Yes [] No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: //U Inspection #2: Location: 820 Wilcoxson Dr Unknown (NE 1/4 NW 1/4 36 T29N R19W) Cottonwoyd Ridge Lot 65 Parcel No: 36.29.19.279 1.) Alt BM Description = WZ0 �� S 2.) Bldg sewer length = J f 2 - amount of cover = 1 ��n A 1 _ i _ I_ y ✓ 1 I �� � C ?� 16 � Plan revision Required? M Yes No Use other side for additional information. SBD -6710 (R.3/97) Date J Ins�e�pctor'ss Sig re t� C rt. No. Ilk Wisconsin Department of Commerce SOIL EVALUATION REPORT Page ( of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code t ^ c County C' Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. OZ 0—/ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 7 7 S Please print all information. rdo Personal information you provide may R ewes Date i rm i n (Privacy Law, s. 15.04 (1) (m)). / 0 y be used for Y Property Owner, Property Location eT Govt. Lot SIE 1/4 /4 S T N R E ( ) W Property Owner's Mailing Ad ess Lo # Block # S Name or CSM# City State Zip Code fPhone Number ❑ C• ❑ Ilage Town Nea`egtt Road New Construction Use: Residential ! Number of bedrooms 4 j Code derived design flow rate GPD ❑ Replacement �q ❑ Public or mmercial - Describe: — ^ - -- -- -- - -- -- Parent material Flood Plain elevation if applicable 1// A— ft• General comments and recommendations: 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 GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 8 ,1� /Fs �s e, 44 Vje ql/ - :7 F-1 Boring # Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor ' ^• Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 `Eff#2 • Effluent #1 = BOD > 30 1 220 mg/L and TSS >30 < 150 ' Effluent #2 = BOD < 30 rng/L and TSS < 30 Number CST Name (Please Print) Sig CST Numbber Bird Plumbing, Inc. Shaun Bird 226900 Date Evaluation Cc ducted Telephone Number Address 715- 246 -4516 1008 192nd Ave, New Richmond, WI 54017 �sJ P OT PL PROJECT Kernon Bast AN ADDRESS 948 LaBarae Rd. Hudson Wi 54016 SE 1/4 NW 1/4s 36 /T 2 N/R 19 W TOWN Hudson COUNTY ST. CROIX MPRS Shaun Bird 226900 7/8/04 4 DATE BEDROOM CONVENTIONAL )00( IN -GRO D PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 872 # of chambers 28 BENCHMARK V.R.P. Top of 1/2" Pipe ASSUME ELEVATION 100' Filter Zab el A -100 ❑ BOREHOLE O WELL *H. R. P. Same as Benchmark B.M. #2 is Top of 1/2" Steel Pi e C SYSTEM ELEVATION 93.0/92.9 6.5 , below grade P 50' 100.4' 10' 0% Slope B -2 Pro 4 Bedroom 119' 2 -3' X 88' Cells with >3' Spacing House 70' B -4 15' 30' T 25' 59' Well is to meet all B -3 setbacks required by 40' WDNR B -1 40' 10' Plans Designed Using Conventional Powts B.M. #1 Manual Version 2.0 89, Vents Vent y Pro ert >6" Standard Biodiffuser Line of Cover Leaching Chamber with 3 1. 1 ft2 of Area 6' Long 11" 34" Grade at System Elevation Cty Rd N Division c°"°ty C, I ' / I �fcty and Buildings Box 7082 J p 201 W. WashingtR? Ave•, p , O Sanitary Permit Numbs (to be filled is b �o.) + Madison. WI 53707-7082 S S (608) 261-6546 Department of Commerce Pe rmit Application rM�D grate Plan D. Number Sanitary Code, ��� infonr,ation You provide project Address (i ditferea[ t m,iliag address) 83.21, VS. wdM. , c Lion Y nl ln g ccord with Cottim Urposes privacy 1AW, r'-' - '° ____� may be used for secondary p H , I Block N i I, Appileation Iafortnation - Please Print All Information Block fl Parcel # p Owner's Name / J Pe V Properh' Local ,�y�� ZONI NG'Oi if,� (a5-!01 - - - 1S L= - % Section �+ property Own'er's Mailing AdG! -d/ n J Z C E j Phone Number I (eB r e) o� city, slat/ T N; r M Nt+>a � �yn/!�� Su 'visionNnmE 7Pe Of Sulldtng (check all that apP1Y) /� 1 or 2 Family Dwelliaa - r+yraber of Hadrovms / r`V illa ownsbip of ❑ lidCornmarcial - Describe Usc / QCt u Q State Owned- Descri Use a c� uryble) IIL Type of Permit: (Cheek only one boz on line A. Complete line B if app " Q Trattnent/Holding Teak Replacem ant only Q Other Modification to F.zistiag System A. _ _ _ Q �)�ntear System jst PreYious Permit Number sad 1')a Issued � Q Pa'mit Transfer to I`ew' Q Change of Owner B, ❑ Permit Renewal Q permit Revision plumber Before Eitpimbon Scro Q Check all that a l ❑ At.Cnzde single Peas d F� - � _ rV a Of PG♦ S o' stem: table soil Q Mound c 24 in. of suitable soil Q treg *t om ❑Mound >_24 in. ofstu entUnit / ❑peas Filter ❑Aerobic Tres= Non - Pressutixtd in Teak (� Otber (explain) d Q Pressurized in round iJ Hoer Q vei .less Pipe Consuveted WetUn her ❑Drip Line S stem �]eyadon etic Medic Fitter aired (s f1 Dispel_ � o � s � (s � VS a s 3 V. Dis erasIlTrestMI Itaeirculatin SY>�' ortnati o n: �� S Fiber Plastic �spersa l Area Req Q � [[ 1, Area tr on Rate(gp I)[aiga,Pew �) D�iBa sou wpa ° , Site ,/ Constructed Glass f -7 Number MaaufacturtT . Concreu i Total VL Task Info C is Gallons of Units Collons New Existing Tanks Tanks /ZC�d Septic or Holding Tank � ,taabie Treatmess Una i ytrrg shown on the Stop plans (�embe for I FusioessPhoneN bet D r / as sumerespons { bi ltt y Statement I, the Haden MP/M� Number i ^ Vii. RnponsibiUty Plumber' ignature !✓ 7 �� I Plumber' Name (lit) I t+' 1 Plumber's Address (Street, Ciry, State, Zi C e) CA—) l < O° wn s) Date Ica I i ins Agent Si sure � 4 VIIL oun /D artmeat Use Onl saaiurS permit Fee (includes Grn �� ter proved ved Surcharge Fee)" ") r/) ✓ 1 I p � Disappro o{J v Q owner Given Reason for Denial Condition of Approv nova) I / X. s Aesons for Disapp �c/7S 6 - �,y� `� YSTEM OW rI ,, ) m aintained eptic tank, effluent filter and 1Ce r'"" I dispersal cell must all be sere as per management plan p reviled by plumber. All setback requirements must be maintained um ea paper set teas flag sIR II Inches to site as per applicable codelordinances. Ceaaty only) for the sys Mtacs eempkte pb onn -A149 (R. 0$102) r PLOT PLAN PROJECT Kernon Bast ADDRESS 948 LaBarge Rd. Hudson Wi 54016 SE 1/4 NW 1 /4S 36 /T 2 N/R 19 W'TOWN Hudson COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 5/10/04 BEDROOM 4 CONVENTIONAL XXX IN -GROU PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE • 7 ABSORPTION AREA 872 # of chambers 28 BENCHMARK V.R.P. Top of 1/2" Pipe ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL *H. R. P. Same as Benchmark B.M. #2 is Top of SYSTEM ELEVATION 95.2/95.3 4.2' below qrade 1/2" Steel Pipe @ 50' 100.4' Well is to meet 10' 0% Slope backs require by DNR B -2 IL"794kj V" p� 1 3 30 edroom w Ho se 119' 59' r . B-3 0 C,. 40' 40' 10 Plans Designed Using B.M. #1 � Conventional Powts Manual Version 2.0 89' Vent >6„ Standard Biodiffuser Property of Cover Leaching Chamber Line with 31.1 ft2 of Area 6' Long 11 " 34 Grade at System Elevation Cty Rd N PLOT PLAN PROJECT Kernon Bast ADDRESS 948 LaBarae Rd. Hudson Wi 54016 SE 1/4 NW 1 /4S 36 /T 2 N/R 19 W TOWN Hudson COUNTY ST. CROIX MPRS Shaun Bird 226900 r DATE 5/10/04 BEDROOM 4 CONVENTIONAL XXX IN -GROU PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1260 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 872 # of chambers 28 BENCHMARK V.R.P. Top of 1/2" Pipe ASSUME ELEVATION 100' Filter Zabel A -100 ❑ BOREHOLE O WELL * H. R. P. Same as Benchmark B.M. #2 is Top of SYSTEM ELEVATION 95.2/95.3 4.2' below qrade 1/2" Steel Pipe @ 50' 100.4' Well is to meet all 10' 0% Slope setbacks required by WDNR B -2 Vents 30' T 30' Pro 4 Bedroom House 119' 59' B -3 40' B -1 40' Plans Designed Using B.M. #1 Conventional Powts Manual Version 2.0 89' Vent >6 „ Standard Biodiffuser Property Leaching Chamber Line of Cover with 3 1. 1 ft2 of Area 6' Long 11 " 34 11 Grade at System Elevation Cty Rd N ` U / '/� ' 0 pE'2 : KFRA)v v /3,45 r 3 pe l v*t sPeo2 131+s r VAsoonsin Department of Commerce SOIL EVALUATION REPORT Page of 3 Division of safety and Buildings In accordance with Gomm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must Cotndy 57 GR 0 / JC- Include, but not limited to: vertical and horizontal reference point (BM), direction and Paroel I.D. S CGP, 6 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 'w/ Please print all Information. viewed bate < Personal IrtfamsUon you provide may be used for secondary purposes (Privacy Low, s. 15.e4 (1) (m)l• �,�yVy�, f Z00 Property Owner RECEI rty Location of kj d*k 1llEi 1.t1 /LGDXS'ON . Ld S� 1/4/(1 S 3t¢ •Z Tl N R/? E(or)W Property Owner's Malling Address Lo B Sum. Name or CSM# ,Vp /.V 9 /4e cry. howy.. /t/ JAN 0 9 2003 r' , �; ; y � p fi & W CRY State Zip Code Phone Number City C] Village 50 Town Nea t Road 6-New Construction Use: Residential / Number of bedrooms 3 Code derived design flow rate �ysd — Co 4•T2 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material /n�SS o 17 s�4�v/)y �Ul w''r brLi F Plain elevation N applicable �E ,q, s e Genera ndations: • l / r rL�j� / sV 1 �- /�/e /� /!J I �v ' �/Po Gov v�,v r���•9 -L /? . cv . r.s , zt s�,vy �3; gyp; �Fv� -cam s. s.� p p Boring # D Boling P/1 G a ti s E] pit Ground surface elev. '' � R. Depth to limiting ng factor / tn. f Sod Appiketion Rate Horimn Depth Dominant Color Redox Desaiptlon Texture Stntdure Consistence f3ourtdary Roots GP Qff M. Munsed Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 o - /O Y re - L 1 75Ai - fle '�v 2 f . y 1. MO 0 Yle 514 5-q n2- soft 0 Bming Pit Ground surface elev. / 4 R. Depth to limiting factor g in. Rate Horizon Depth Dominant Color Redox Desc Texture Structure Consistence Boundary Roots GPD/fF In. Munsed Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 2 Cs s 8 Z 3 /o • 3 /o u / ' a S — S S We 3 /'Z S 0,S4- l • 7 �• �-. • Effluent 01 = SOD > < 220 mg& and TSS >30 < 150 mg& ' Effluent #2 = BOD < 30 mg& and TSS < 30 mg1L CST Nam lC o sE/l r 7 mh / ci — Signature 2 � G 3a - Address Date Evaluaflon C iduded Telephone Number Ulbricl,t & Assor:lates - �� . p' — 1v D Z, 7/s • 3 c� • /�S f,55 O'Neil Ind. fiu(!,on, Wis. 54016 N sF CUD o �- � • //a y • ya oa se ,vty old- L I C T A A 13 v i- L o 0 2 o•I /0 yo•o� Ply owner N L t u% lC o X s0N Parcel ID # 0 ­ 10 .#01. � o • 0� p 2 3 F -31 # [j Boring �� 9 } ?2. it Ground surface elev. ft. Depth to limiting factor in. SoA Rate Horizon Depth Dominant Cot Redox Description Texture Stricture Consistence Boundary Roots GPDIff M. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 • Eff #2 / o -- /J ye 31 2- / s ,r 4YI 7,e w 2-F Y • , Z 2. 10 - ---- S/L Z S /VV, �5( �L S / 1'� S a( 9s• s� F1 Boring # ❑ Borin -- El Pit Ground surface elev. R. Depth to rimi ft factor In. Sod Applicallon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bou Roots GPDM In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 ❑ it ❑ Boring ❑ Pit Ground surface elev. ft. Depth to knhk g facto in. Sob Application Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDflf In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 B oring ❑ ° Boring # Ground surface elev. R. ❑ Pitting facto in. Soil Application Rate Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDM In. Munsell Qu. Sz. Cont. Colo Gr. Sz. Sh. •Eff#1 •Eff#2 4 Effluent #1 = BOD > 30 < 220 nxft and TSS >30 < 150 mgA- • Effluent #2 = BOD 130 mg, and TSS 30 nVL 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. u�D -pu pt.soo► r s ' s r: T P z t M A13 � 6F oo• y � �-� s r 2 5e U d p / K P�•�s sy • 133 N oT�r- L 9 r �— � ___�.___ � '� jj �/ SE : To /' o� % � ✓ `� -eel �/3ov.� �ie0• / a o, o B y For Issuance of permits and designing Contact: Ulbricht & Associates Registered private wastewater consultant and plumbers 655 O'Neil Road Hudson, WI 54016 715 -386 -8185 or 715 - 772 -3442 CL- Hwy N • • 1 11` I II � I f � { i�l _ 1 ,. I1ll�rlflli � 1�1 I I 1 1 1r�wt f_�_ i• / f f I�I�I 11111111p11���� �i 1�1� i qp I�A11 Iwo= tt ...w.. 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PMt wdY 11.0.9a%741 Rfwd r4%, 2 of 4 .h6 n. u.r1�,,.: 5-11-04 a nk Nam CJNW. w1 94752 awn � Atlas Contraction . w.iw, of ac s..a.e� S1fIID•yL} R Dl•�i C8N71•t now (715) 03-5144 Es 9514bUdWA 1916 Wl (7M 834 -1841 FROM :ATLAS CONSTRUCTION FAX NO. May. 12 2004 07 :24AM P15 1,lvw 1 1 I 1 I � I 1 I I I i I 1 1 1 p, 1 1 IY I � I 1 y ! 7 1 1 1 ! a 4 4 ( }~, M 4 1 y ! 1 ` � / \xF 1 VS I - ° .d am =•'�' 9+ 6 1 r d� M p11 1 A y M 1 `4 ry 1 b L. aal -n• L Oak. 11:1151 C!H!AjRL t� 1.11 ►.7 we" M44110M S " n�,a a **r. The AtMs Roam lkadU k" s+ws ,,.. r r.r.l. • My. wl w, P.O. sw 718 s11►,rrN1 is11 valRan„aalo11..1 ..w In Claire. W194702 own N Y: Adds Construction Si1.M rn ���1�K e��e�Irl�n�.) lMlnef71�R71.tt41 SRR iigpgr44tl lyiR iA.4 f91s) S15 if41 Let&**. ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer JA Mailing Address Address D Went for new construction) Property (Verification required from Planning eP Num tion Num parcel Identification City /S.tate LEGAL DESC11"11 ION Sec. r ' /., 3 b . T___� N-R� -�--w, Town of oe Property �/ Location ` - t , Lo # Subdivision Volume Page # Certified Survey Map # � . Volume Page # Warranty Deed # 2 l 3 s _, 3 5 Lot lines identifiable Spec houspeyes [:1 no yes ❑ no SY NANCE remature failure to handle wastes. Proper maintenance Improper use and mainten of your septic system could result in its p consists of Pumping out the septic tank every three years or a in the wast ne ede d isposal systemm pumper. What you Put into the system c P can affect the fumction of the septic tank as a treatment stag s igned by the owner and by a e owner agrees to submit to St. Croix Zoning Department a certification form, The property er verifying that (1) the on-site wastewaterdisposalsystein o plumber, restrictedplumber or a licensed pump the septic tank is less than 1/3 full of sludge. lumber, Y in . if necessary), masterp J after inspection and pum ping ( is in proper operating condition and/or (2) ements maintain the Private sewage disposal system with the standards Uwe, the undersigned have read the above requir and agree to aroncnt of Natural Resources, State of Wisconsin. Certification set forth, herein, as set by the Departmen of Commerce and the Dep Zoning Off within 30 stating that y ur septic system has been maintained must be completed and returned to the St. Croix County days of a year expiration date. Ld f7UZ�� DATE Si 4 n NT Gy'�2G��C%C�.. OWNER CERTIFICATION our) knowledge. I (we) am (are) the owner(s) of I (we) certify that all statements on this form are true to the best of m { the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. `� �, DATE SIGNAT[JRE OF APPLICANT Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. ** elude with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map In if reference is made in the warranty deed maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once every 3 years. 2. Effluent fitter is to be cleaned once a year. Please note: a larger filter is being installed in order to extend the maintenance interval of the filter. 3. Once every 3 years, cells are to be inspected via the inspections pipes at the ends of the cells. 4. Owner agrees to limit greases, garbage, and water conditioner discharge into the system. 5. The owner agrees to save this plan. over system. I nt trees ark nor drive nor y a 6. Do not p P 7. Watershod is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 C ency Plan p 0. If system fails, determine cause of failure, use altemate area and install new system in tested replacement area. Option #2. Install system at a lower elevation, by removing chambers, removing biomat, and install new system. Option #3. No adequate area is suitable for replacement area, and system elevation holding cannont be lowered. Install 9 tank as last resort. 3. Replace any other failing components as needed. Plumber: Shaun Bird 715- 246 -4516 St. Croix County Zoning 715 -386 -4680 Pumper Torn Mondor 715- 246 -5148 Shaun Bird #226900 f LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF HUDSON COMPUTER NUMBER 020 - 1441 -65 -000 Parcel Number 36.29.19.2791 OWNER NAME: First KERNON J & DONALDA SPEER Last BAST PROPERTY ADDRESS: Hse # 1/2 PD -- Street Name -- Type SD Apartment 820 WILCOXSON DR SECTION 36 TOWN 29N RANGE 19W %160 SW 1 /440 NE Line Description Line Description TOTAL ACREAGE 2.640 PLAT COTTONWOOD RIDGE 1ST 65/87'03 LOT65 BLK 01 SEC 36 T29N R19W PT NE NW 15 02 COTTONWOOD RIDGE 1ST LOT 65 16 03 (2.640AC) 17 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1- General, F4 -Prev. Parcel, F5 -Next Parcel, F7- Valuations, F8- History, F10 -Exit J 2 13 5 P 3 5 5 - 711z$8$o KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS ST. CROIX CO., MI Neil L. Wilcoxson and Mary J. Wilcoxson, a /k/a RECEIVED FOR RECORD Mary Jo. Wilcoxson, husband and wife, conveys 02107/2003 02:00PH and warrants to Kernon J. Bast the following EXEMPT II described real estate in St. Croix County, State of REC FEE: 11.00 Wisconsin: TRANS FEE: 2880.00 COPY FEE: CERT COPY FEE: PAGES: 1 Exception to warranties: all easements and restrictions of record. This is not homestead property. Parcel Identification Number(s): 20- 1109 -40 -000; 20- 11 -9 -20 -000; 20- 1109 -10 -000; and 20- 11 -90 -55 -000 A parcel of land located in part of the Southeast 1 /4 of the Name and Ru d r ina l ealty Title Northwest 1/4, part of the Southwest' /4 of the Northwest 400 South 2nd Street 1/4 , part of the Northeast 1 /4 of the Southwest 1/4, and part Suite #115 of the Northwest 1 /4 of the Southwest 1 /4, all in Section 36, G ,kiy>�lson, WI 54016 Township 29 North, Range 19 West, Town of Hudson, St. � b ( � r d' Croix County, Wisconsin described as follows: Commencing at the South 1 /4 corner of said Section 36; thence North 00 degrees 10 minutes, 01 seconds West along the north -south 1 /4 line, 1634.77 feet to the Northeast corner of a parcel of land described in Volume 526, page 259 at the St. Croix County Register of Deeds Office, being the point of beginning; thence continuing North 00 degrees, 10 minutes, 01 seconds West along said North -South 1 /4 line, 1977.22 feet to the South line of the North 350 feet of said Southeast %4 of the Northwest 1 /4; thence South 88 degrees, 49 minutes, 51 seconds West, along said South line and the Westerly extension of said line, 1324.14 feet; thence South 00 degrees, 09 minutes, 43 seconds East 2,096.73 feet to the centerline of County Trunk Highway "N" being a point on 1,999.00 foot radius curve, concave southerly, whose central angle measures 03 degrees, 00 minutes, 19 seconds, whose chord bears South 80 degrees, 02 minutes, 21.5 seconds East and measures 104.84 feet; thence Easterly, along the arc of said curve and centerline, 104.85 feet to the point of tangency; thence South 78 degrees, 32 minutes, 12 seconds East along said centerline, 712.54 feet to the West line of said parcel described in Volume 526, Page 259, thence North 00 degrees, 10 minutes, 01 seconds West along said West line 304.75 feet to the North line of said parcel; thence North 89 degrees, 49 minutes, 59 seconds East along said North line 523.00 feet to the point of beginning, all in Section 36, Township 29 North, Range 19 West, St. Croix County, Wisconsin. t /. Dated this ��� day of a , 2003. '1 L. ilcoxson Mary J. W , 4bo#on ACKNOWLEDGMENT ?ti STATE OF WISCONSIN ) :' P lle l4 q� , COUNTY OF ST. CROIX Personally came before me this� day of 2003, the above med Neil L. Wilco)(Wio Mary Wilcoxson to me known to be the persons who executed th fo oing instrume a acknowledge the #mme DEBOW & PRWGN Nota Public My commission expires: - gl/ 9 �,, p�`;4 This instrument drafted by Robert F. Wall. WilcoxsontoBastWD03 -1 11 OF W,SR.�ew� 112.131 SO. FT. uelic _ N89 ° 55'21 "I L.B.O. = 1032.40 I� w TATE, I I 326.83' 3EFORE g I o ,CT I � OWN S89 °55'21 "W 179.15' I $� o I_ LOT 86 o I g o 8 N 2.46 ACRES H.W.L. = 1030.40 z S89 - W 179.18' — I z I 107,230 SO. FT. 358.24' z ° DRAINAGE EASEMENT r N89 °55'2FEE 179.P1' �n a $ o g ; n c I T I ►- ` I o —q89 __ —Jo ° 55'21 'E 178.94' z 1 O 22 z w = LOT 65 r O 2.64 ACRES `•.,� I I 4232 " F39q,� F4 Z 114,823 SO. FT. l ^ I w L.B.O. = 1032.40 I Lu LOT 87 �N 2.74 ACRES 119,218 SO. FT. 3 3.3T i l _ o 1 / 23 X5600' 24 s7g�32, 72" E 70 5- 75 NTyT • —_ 1 _ ��p� �1 ]?l� � n �� s78 °32� H ���'_►VII 3 �� • "lvp � � I I Lm THIS INSTRUMENT DRAFTED BY EDWIN FLANUM JOB 02 -80 DATE 7 -1 -03 100