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Home My WebLink About020-1138-90-000-entm Commerce PRIVATE SEWAGE SYSTEM Jivision INSPECTION REPORT .;,INFORMATION (ATTACH TO PERMIT) armation you provide maybe used for secondary purposes [Privacy Law, s.15.04 (1)(m)). ,a, Katsunori & Yoko TANK INFORMATION TYPE MANUFACTURER l Z•S CAPACITY Septic ELEV. 488282 0 Dosg Friction LO ss y m a AM (i n pt'6 kaicr c7 ZS g Holding y�, 98 29.29.19.700 TANK SETBACK INFORMATION PUMP /SIPHON INFORMATION M anufacturer St. Croix Deman GPM o e um Fe r ELEV. 488282 0 Friction LO ss y m a iaa Fo rcemalft , .e g Section/Town /Range /Map No: y�, 98 29.29.19.700 Bldg. Sewer lViarlulautuf , / �1P I MM /V A t Outlet '$ .1 q-7. Z44 PUMP /SIPHON INFORMATION M anufacturer St. Croix Deman GPM o e um Fe r ELEV. 488282 0 Friction LO ss y m a iaa Fo rcemalft , .e g Section/Town /Range /Map No: y�, 98 OUIL ADOUr%F 1 KJIV ,7 1 a7 1 CIIII ELEVATION DATA County: St. Croix Sanitary Permit No: FS ELEV. 488282 0 State Plan ID No'. Jb�.3�6 Parcel Tax No: iaa Alt. BM q tkCA� Coate 020 - 1138 -90 -000 Section/Town /Range /Map No: y�, 98 29.29.19.700 STATION BS HI FS ELEV. Benchmark 5. 3� Jb�.3�6 iaa Alt. BM q tkCA� Coate y�, 98 / Bldg. Sewer lViarlulautuf , / �1P St /Ht Inlet /V A t Outlet '$ .1 q-7. Z44 EX I 4 - I wc�.k,S ova S. 47. 03 ea der /M $ ml 4 4 ,, 1 4 q is . ipe � . C J4i Bo t. z3ystem - F inal Grade , b St over (::, tl• , VC,jv4L, I� ♦ 9 �P • 8� ICIA- ck g.st 96.x l�al�e. any-- CA.D % .So g6. s� DIMENSIONS 3 ! L 1 -, Length Dia Length f SE I BA' INFORMATION CHAMBER OR lViarlulautuf G UNIT a ku ew�i d o / �1P l /V A LIIJ 1 RIDV 11v1 J I J I GIIII G.9 TG_"� }bl.Ad v Z Pipe(s) Dia Spacing Length Dia Length Q 5 %'3 %J IL %0%JV GI\ x: r reSSure alysiems villy Ea muunu vi M -v•c.uv .q.�...•••.. �•••� Bed/Trench Center 53 Bed/Trench Edges ` Topsoil ` Yes No \ Yes No COMMENT5: (Include code discrepencies, persons present, etc.) Inspection #1: / / inspecuon rrc. Location: 744 Gherty Lane Hudson, WI 5 (SW 1/4 NW 1/4 29 T29N R1 9W) Gh Addition Lot 76Ik 3 Parcel No: 29.29.19.700 1.) Alt BM Description = �I 1r�.L— Co d eA._ C-4 (f6 2.) Bldg sewer length - amount of cover = � � �JT► V C.J %) _j„ V% -1 e ct#ignature- Pl an revision Required? ) Yes , " No Use other side for additional information. 1 7 � ns p Cert: o. 1 -0ate 1 SBD -6710 (R.3197) Attach complete plans (to the County only) for the system on paper not less than 81/2 a 11 inches in size SBD -6398 (R. 01/03) Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 St. Croix isconsin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 266 -3151 l os Z Z Sanitary Permit Application State Plan I.D. Number a In accord with Comm 83.2 1, Wis. Adm. Code, personal information y roject Address (if different than mailing address) maybe used for secondary purposes Privacy Law, sl5.04(1)(m) 7 -544 I. Application Information - Please Print All Information Same (9 4t:C Property Owner's Name Parcel #: j L9k4, , UBlock # Katsu & Yoko Toda 020 1138 - 90 - 000 (7 3 Property Owner's Mailing Address JUL 1 7 2006 Property Location 744 Gherty Lane SW 1 /4, NW 1 /4, Section 29 City, State Zip C e ST. ne umber T 29 N; R 19 W ( , 76 0) Hudson, WI 5401 (715) 381 -5305 II. Type of Building (check all that apply) Subdivision Name CSM Number ❑X1 or 2 Family Dwelling - Number of Bedrooms 4 ❑ Public /Commercial - Describe Use Ghe 's Addition , t 1 El State Owned - Describe Use .,-. Le-NS � i 123 i" Z3 w1,bGT") ❑City❑Village ❑XTownship of Hudson III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ❑ New System ❑XReplacement System ❑ Treatinent/Holding Tank Replacement Only ❑ Other Modification to Existing System B• El Permit Renewal Before Expiration El Permit Revision El Change of Plumber ❑ Permit Transfer to New Owner List Previous Permit Number and Date Issued � / �lJl � (o Z-/- s IV. Type of POWTS System: Check all that apply) Two 2 trenches, 21" uick 4" chambers each 46 total at 3' X 94'. ❑ X Non - Press urized In- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound 124 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: 46 Infiltrator "Quick 4" Chambers at 19.1 sq. ft. EISA/chamber + 2pr. end caps = 890.20 sq. ft. EISA Design Flow (gpd) Design Soil Application Rate(gpd Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation 600 gpd / 0.7 gpd sq. ft. 857.15 sq ft t / 890.20 sq ft EISA / 93.00' VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank 1,000 1,000 1 Powers X 260 260 1 Weeks with PolyLok PL -525 X — effluent t tefl er —" Aerobic Treatment Unit Dosing Chamber e VII. Responsibility St ement- I, the u ersigned, assume res il' or installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber' Sign MP/MPRS Number Business Phone Number James K. Thompson s__ MPRS #30021 (715) 248 -7767 Plumber's Address (Street, City, SyeZip Code) 340 Paulson Lake L , Osceola, WI 54020 VII oun /De artment Use Onl Approved El Sanitary Permit Fee (includes Date Issued Issuing t Signature (No ps) Groundwater Su char a Fee) El n Reason for Denial IX. Conditions of Approval/Reasons for Disapproval SYXW OWNER: I. Septic tank, effluent filter and dispersal cell must all be services / maintained as per management plan provided by plumber. 2. AN sd)ack requiramentS must be maintained as per applicable coda / ordinances. Attach complete plans (to the County only) for the system on paper not less than 81/2 a 11 inches in size SBD -6398 (R. 01/03) ■ 5ca /e, N let 7 'tie ys/�ol(1, �� ScJ ncc� Sc.C.29 T. 29r1.,,P, /9uJ., Tii. of rK /:f +'nq o 2 - -B.1*f : 7Tp of M2A,G /{ Code/' Z. ahtr��y J--a p 97 0. 0110�a�: Ccr�Crv� — E /cv: Qf �of�ar of ill 9G o8't b c - & , o , ` = /Oo. 00' W wdx.d r rc�o sec✓ c%�,( con 9 °-� AL-5 a � owE Ca � • TI, tA � my ♦ 7�0 (i) C1,3&, 6 "on eat s �iy�se� a 3 ' IV f fi ' ,, Y - i.�;' /tea C' A4, (,Sl f� � EXi a 00" Q de,ncJ� /00.0' � 98 �' �' �,o✓+� yy 0 , l 4�a4 ToolQ �o�cy�r�y /ot 7 �tie�ys�olC�, �GYi Sc.JncJ Se,C.29 T. 29r1.,,P, /9�•, T ir. of EX�� (�n YNarIC: ao�Yn oF5/dnd. be�rp° Ass <med CUL ° Q tS + d � n ct EX,S 'nq op gon Y44-d; wt// U AW-• S -d : Tcp c f' S.T.' M an,6 /{ co d e.': /019. v � r)2 , TcJO (i) d.'sfii 6 cvton fi'vnc.�r s �O�ycb.ue4 at 3 "XiPf/ "u3/ .23 clam. rl,Ow &"C4 (,/(, �T��• ■ So,'/ e&/a /ua 'or+ P/6 I�rc�ose� e.✓ee�s crn� 9°`� a E owE Jz-�. E,Yis6'n po,vtrs �� \, ' , 3 /' ew .� cc" crv — i 56'17 y 47 n L�irers; ar�n V - -f E /cry �Cf �oL�mr, of Wisconsin Department of Commerce SoifL. EVALUATION REPORT P me - Division of Safety and Buildings " ance wit Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. Please pn t all K 'V E D Reviewed Personal information you provide may used for secondary purposes (Privacy Law, s 15.04 (1) (m)). -1 Property Owner JUL 1 7 2006 Proper Location 09 Page 1 of 3 A.C.E. Soil & Site Evaluations St. Croix 020 -1138- 1 Date / Toda, Katsu & Yoko Govt. Lot SW 1/4 NW 1/4 Property Owner's Mailing Address ST CROIX C Lot # Block # Subd. Name or T 29 NR 19 W • OUNTY 744 Gherty Lane 7 1 3 1 Gherty's Addition City State Zip Code Phone Num er J City J Village jJ Town Nearest Road Hudson I WI i 54016 i (715) 381 -5305 Hudson I Gherty lane New Construction Use: yJ Residential / Number of bedrooms 4 Code derived design flow rate 450 GPD t6 Replacement I Public or commercial - Describe: Parent material Glacial outwash Flood plain elevation, if applicable na General comments and recommendations: Soils are suitable for conventional system at 0.7 gpd loading rate. Recommed installing 2 trenches at elevations 93.0'. Boring # I Boring Im Pit Ground Surface elev. 97.08 ft. Depth to limiting factor X96" in. Soll Applicadon Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh, Consistence Boundary Roots D - Eff#1 - E 1 0 -5 10yr3/3 none sl 2fgr ds cs 2fm,1c 0.6 1.0 2 5-15 10yr4/4 none sl 2msbk ds cw 2fmc 0.6 1.0 3 15 -32 1Oyr4 /6 none gr s Osg dl aw 2f,1me 0.7 1.6 4 32-44 5yr4/4 none gr Is 0 sg dl aw 1vf 0.7 1.6 5 44-96 10yr5/6 none gr s 0 sg dl - - 0.7 1.6 q ,lla 1V H#s 3, 4 & 5 contain approx. 30% gravel and cobbles. / , M 16 Boring # I Boring Pit Ground Surface elev. 97.43 ft. Depth to limiting factor >102" in. Sot Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots - Eff# - Eff#2 1 0 -9 1 Oyr3/3 none Sill 2fgr cls cs 21m,1 c 0.6 0.8 2 9 -20 1Oyr4/4 none sit 2msbk ds cw 2fmc 0.6 0.8 3 20 -36 10yr4/6 none gr s Osg dl aw 21',1me 0.7 1.6 4 36-51 5yr4/4 none gr Is 0 sg dl aw 1vf 0.7 1.6 5 51 -102 1Oyr5/6 none gr is 0 sg dl - - 0.7 1.6 q ,lla #s 3, 4 & 5 c1tain approx. 20% gravel and cobbles. - Effluent #1 = BOp 5 > 30 <_ 220 mg/L and TS 30 <_ 150 m - Effl D <30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signabre CST Number James K. Thompson 3602 Address A.C.E. Soil & Site Evaluations Datif Evaluation Conducted Telephone Number 340 Paulson Lake Lane. Osceola. WI 54W 0 7/10/2006 715 - 248 -7767 < , Property Owner Toda, Katsu & Yoko Parcel ID # 020 - 1138 -90 -000 Page 2 of 3 M 16 Boring # I Boring ✓ Pit Ground Surface elev. 99.05 ft. Depth to limiting factor >115" in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots *Eff#1 *Eff#2 *Eff#1 *Eff#2 1 0 -15 10yr3/3 none sil 2fgr ds Cs 2fm,1c 0.6 0.8 2 15-40 10yr4/4 none sil 2msbk ds C:w 2fmc 0.6 0.8 3 40 -54 10yr4/6 none gr s Osg dl aw 2f,1mc 0.7 1.6 4 54-60 5yr4 /4 none gr Is 0 sg dl aw 1vf 0.7 1.6 5 60-115 10yr5/6 none gr s 0 sg dl - - 0.7 1.6 ,lo k-0 3, 4 & 5 contain approx. 20% gravel and cobbles. 4 - F-1 Boring # I Boring �J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont, Color Texture Stricture Gr. Sz. Sh. Consistence Boundary Roots GPDM *Eff#1 *Eff#2 F-1 Boring # _ I Boring f Pit Ground Surface elev. ft. Depth to limiting factor in. Sop Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Stricture Gr. Sz. Sh, Consistence Boundary Roots *Eff#1 *Eff#2 * Effluent #1 = SOD 5 > 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 (R07/00) A.C.E. SoN & Ste EveN2dons 6 , . o jfncf- AM- Top e-0: S.T. me,l,6 /{ cm & =lee. �a �e E,YiStc,'n /�owtr� � ; X10 oe� Ccr� crvE.� E /e�!�2� oKL IG �Of' , So,'l eda /ua '� l oi6 N 4 4 a 4 yo c o To ola �rcy� /�y, let -7, tie y s�lcl, �, Scvncv of f+�Ko/ -j� .SE. CrD�X G. & nc,k /}ss -mt./ oP el y arf 97. o AV D; r ?go t r \ l o- f; Pies cz // D � of 3.2.Y,. 86' p�. 3 oO Conventional Septic System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General The conventional septic system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall be maintained in accordance with component manual SBD- 10705 -P (N.01 /01). All local and/or state rules pertaining to system maintenance and maintenance reporting shall be complied with. Septic Tank Septic tank servicing mechanics comply with Comm. 83.54(1)(e). Septic tank to be located within 150' of service pad, with bottom of tank to be <_ 15' below service pad elevation. The operating condition of the septic tank and outlet filter shall be assessed at least once every two years by inspection. The septic tank contents shall be removed when the sludge and scum in the tank exceed 1/3 the liquid volume of the tank. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code, by an individual certified to service septic tanks under s. 281.48, Stats. If the contents of the tank are not removed at the time of a biannual assessment, maintenance personnel shall advise the owner of when service will be needed to maintain less than 1/3 scum and sludge accumulation in the tank. 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 filter is equipped with an alarm, the filter shall be serviced if the alarm is activated. Septic tank manholes 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 individual should ever enter the septic tank as dangerous gases may be present that could cause death. Septic tank abandonment shall be in accordance with Comm83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. The addition of biological or chemical additives to enhance septic tank performance is generally not required. If such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Soil Absorption Cell Trees or shrubs should not be planted directly on the soil absorption system. The area above and around the system should be seeded and mulched as necessary to prevent erosion and provide some degree of frost protection. Traffic (other than for vegetative maintenance) over the system is to be avoided. Soil compaction may hinder aeration of the infiltrative surface within and above the system and will promote frost penetration during cold weather months. Cold weather installations (October - February) dictate that the system be heavily mulched for frost protection. Influent quality into the system may not exceed 220mg/L BOD5, 150 MG/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for the installation. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner. Levels above 4 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring. Effluent flow shall be alternated between dispersal cells on a two -year schedule by use of a diversion valve. Valve to be switched diverting effluent from dispersal cell currently in use to resting cell on a two -year cycle coinciding with septic tank inspection and maintenance. Contineencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. Excessive ponding within the dispersal cell will be eliminated by installing a new soil absorption cell to bring the system into proper operating condition. Questions on the operation or maintenance of the system should be directed to the installing plumber, Jim Thompson at (715) 248 -7767 or the St Croix County Zoning Department at (715) 3864680. ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/$uyer - -e vo "e 7& Address 7y7 Cl'1e 2arie, Property Address SCZrry,., (Verification required from Planning & Zoning Department for new construction.) d City /State /mil_[ / 5 4/n LL)/. Parcel Identification Number OoW l 3 0 - 90'6 LEGAL DESCRIPTION Property Location 6 (4) t /a , � t /a , Sec. _9.y T ,_jN R _W, Town of Subdivision A& Lot # 7 Certified Survey Map # 44 , Volume , Page # — Warranty Deed # 585l s�% , Volume Page # 363 Spec house yes no Lot lines identifiable S no SYSTEM MAINTENANCE AND OWNER CERTIFICATION 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. Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, 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 Planning & Zoning Department within 30 days of the three year expiration date. 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. Number of bedrooms SI04 ATURE OF APPLICANT(S) - /,LZ/ ( DATE ** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * ** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08105) ST. CROIX COUNTY ZONING OFFICE CERTIFICATION STATEMENT FOR UTILIZATION OF AN EXISTING SEPTIC TANK This is to certify that I have inspected the septic tank presently serving the xa( - s4( 4' l/ol4t� - 7 — eclk residence located at: : c,J 1 /a, Y1 1 /a, Section �_ , Town Range /_ W, Town of 9�I,5 p , St. Croix County Wisconsin. Upon inspection, I certify that I have found the tank(s), to the best of my knowledge, will conform to the requirements of Comm. 84.25, and it (they) appear(s) to be functioning properly. Most recent date of service CP / /� /Znoc Did flow back occur from absorption system? Yes ,/ No (if no, skip next line.) Approximate volume or length of time: &,k'1'7a "g3llons minutes Capacity: Construction: Prefab Concrftr&Q-e ✓Steel Other Manufacturer (if known): 's �of k ( if known): _ ,ZS years Plumber Signature) (Print Name) 3CO-2-1 (License Number) MP/MPRS Form to be completed by licensed plumber (s. 145.06, Wisconsin Statutes) or licensed disposer (NR 113 Wisconsin Administrative Code) `... ON. ST. CROIX COUNTY. WISCONSIN _ Gh ar � v: # S , LEGEND i PIPE. 3.65 LOS /FT. 4ERS ARE MARKED WITH A 'IPE. 1.13 LOS /FT. 4GTHS AND WIDTHS ARE 4REST HUNDREDTH Of A FOOT _ONG CURVES ARE CHORD LENGTHS. f� UNPLATTED LRN-DS ------- - - - - -- S00 0 01'50 "W 2553.95' 300' 1 320' u o� O 1t1 W otm OO co Z 323. , 408000,00 "'A 900 268.S 000 OO .r, So l 234. "CURVE T CURVE LOT RADIUS I -ANGLE CHORD CHORD BRNG TAN BRN 1 -2 250.00' 31 0 21 1 32" 135.13' 1 N25 IST�*141 0 0 2NO%M 0 °0. 3 -4 167.00' 53 0 22 1 20" 150.00' N16 0 39 1 50 "W 1ST=M 0 °0. Z 2N0::N43 0 2. 5 -6 233.00' 43 °30'00" 172.68' N21 0 36'00 "W 1STmN43 0 2. 2N0- )00 °0! 7 -8 276.60' 39 0 07 1 52" 185.26' 321 0 48 1 56 "W 1ST= �S41 2NO,SO2 °1: 9 -10 232.35' 68 6 06 1 22" 260.21''S31 0 48'11 "E 1ST :S02 °1: 2NO= .S65 0 5. 7. 232.35' 38 0 21 1 34" 152.67' S16 0 55 1 47 "E 6. 14 0 50'12" 60.00' 343 0 31 1 40 "E S. 14 0 54 1 36" 60.29' S58 0 24 1 04 "E 323. , 408000,00 "'A 900 268.S 000 OO .r, So l 234. o I ti N o N � t*t 2 L ► 388' 8 • 3 08. 29 ` z`D� 165 3 �N r 8P 2 1 .. 0 0 1w �m a Z o I ti N o N � t*t 2 L ► 388' 8 • 3 08. 29 ` z`D� 165 3 �N Parcel #: 020 - 1138 -90 -000 07/18/2006 01:39 PM PAGE 1 OF 1 Alt. Parcel #: 29.29.19.700 020 - TOWN OF HUDSON Current i X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): 0 = Current Owner, C = Current Co -Owner KATSUNORI & YOKO TODA O - TODA, KATSUNORI & YOKO 744 GHERTY LA Valuations: HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description " 744 GHERTY LN SC 2611 HUDSON Improve SP 1700 WITC RESIDENTIAL G1 Legal Description: Acres: 2.538 Plat: 1979- GHERTY'S ADD SEC 29 T29N R19W GHERTY'S ADD LOT 7 BLK Block/Condo Bldg: 3 LOT 7 3 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 29- 29N -19W Notes: Parcel History: 284,900 Date Doc # Vol /Page Type Woodland 08/06/1998 584549 1346/363 WD 0 07/23/1997 820/616 2006 SUMMARY Bill #: Fair Market Value: Assessed with: Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 0 Valuations: Last Changed: 10/25/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.538 77,100 284,900 362,000 NO Totals for 2006: General Property 2.538 77,100 284,900 362,000 Woodland 0.000 0 0 Totals for 2005: General Property 2.538 77,100 284,900 362,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: 121 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00