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HomeMy WebLinkAbout022-1006-80-126 � /(A 0 m -0 C) � \r = f z \� r 3 0 0 . o § ) : ƒ K , 00 CL C CD / \ k , 3. : = k $ § S OD \ {' \ _ § m E E © / (a > CL 2 C E f / ® 2 2 0 k » z ` / § CD c l o a a $ c z 0 0 0 § k . z o 0 0 .. \ $ § § 3 3 0) (° § � E % 7 I « CD c k '� . & g § , 7 Z . o / 0 § k { E - 0 _ { / � / :3. ! [ i E C , 2 g = / 1: z k_ 0 C k # 2 © ■ / w er k CD CD 1 / Co A 2 % > P 0 a / . . � . � § C2. � I % 0 ) / § _o %G . � , Parcel #: 022 - 1006 -80 -126 11/02/2005 03:06 PM PAGE 1 OF 1 Alt. Parcel #: 3.28.18.45A -26 022 - TOWN OF KINNICKINNIC Current LX;, ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 01/28/2004 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner TOUA &KELLY YANG LOR O - LOR, TOUA & KELLY YANG 1099 CTY RD N ROBERTS WI 54023 Districts: SC = School SP = Special Property Address(es): • = Primary Type Dist # Description 1291 CTY RD N SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 4.055 Plat: 4691 -CSM 18 -4691 022 -04 SEC 3 T28N R18W NE SE BEING LOT 3 CSM Block/Condo Bldg: LOT 5 15/4117 EXC .55 AC TO ST CROIX HIGHWAY DEPT 1903/130 NKA LOT 5 CSM 18 -4691 Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) (4.055 AC) 03- 28N -18W NE SE Notes: Parcel History: Date Doc # Vol /Page Type 05/13/2005 794838 2801/619 WD 01/28/2004 752811 18/4691 CSM 01/07/2003 704835 2102/239 WD 06/03/2002 680679 1903/130 WD 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 08/10/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 4.055 60,000 0 60,000 NO Totals for 2005: General Property 4.055 60,000 0 60,000 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 II Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM county: St. Croix Safety and Building DiviHion ' 4 INSPECTION REPORT Sanitary Permit No: 463415 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: Lor, Toua Kinnickinnic, Town of CST BM Elev: Insp. BM Elev: BM Description: Section /Town /Range /Map No: A70 r�7IY\ k cal 03.28.18. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic (. Benchmark /D9lq /dam Alt. BM Aeration Bldg. Sewer �f0 1S Holding _ St/Ht Inlet St/Ht Outlet x.43 kso.q� TANK SETBACK INFORMATION • /� ' �O TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 126 , r 6' &6' Dt Bottom .� Dosing Header /Man. 95 9•y5 T1. Aeration Dist. Pipe /D • �S ( 3S Holding Bot. System 'Llk + /a •9 PUMP /SIPHON INFORMATION Final Grade 5 .J Manufacturer Demand St Cover r GPM 167. 5f Model Numb TDH Lift Friction Loss Syste d Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BEDITRENCH Width r Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 2 / _ SETBACK SYSTE TO TO 10 P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer: — INFORMATION CHAMBER OR ia7�J7 Type Of Syste ((�� 3 -7 b. �� A UNIT Model Number: D J�IJPJVt { O,n r i ` ! 1 � o ' DISTRIBUTION SYSTEM Z eaa-- '3 ems_ Header /Manifold Distribution I x Hole Size I x Hole Spacing Vent to r In Ake 01 Pipes) \ �.� �� 3 tr0 •�'� Lengt Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over L Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center 7 ( �7 Bed/Trench Edges Topsoil ` Yes 'j No Yes No COMMENTS (Include code discrepencies, persons present, etc.) inspection #1: / / Inspection #2: Location: 1291 County Road N Hudson, WI 54016 (NE 114 SE 1/4 3 T28N R18W) NA Lot 5 Parcel No: 03.28.18. 1.) Alt BM Description = Go�e� �..: ,�.5 L .3-S 2.) Bldg sewer length - amount of cover = 7q a Plan revision Required? r] Yes o (p �J Use other side for additional information ` Date Insepctor's gnature Cart. No. SBD -6710 (R.3/97) A� fety and Buildings Division County IN W hington Ave., P.O. Box 7162 - sconsin son, g I 5370 V����rD San tary Perini tuber (to be led in Co.) Department of Commerce 3 P c l / 03 Sanitary Permit Applic 1 o � star Plan I.D. ber ��� In accord with Comm 83.21, Wis. Adm. Code, personal informatio you prpag 1 9 may be used for secondary purposes Privacy Law, s15.04( (m) O U N YProjec Address (if different th n dress) '' CROIX C t 2 1 Ccu NTY !� , "/� � I. Application Information - Please Print All Information ZONI �o•S��TZ1S � Property Owner's Name Parcel # Lot # Block # �/R o will Property � / Owner's Mailing Address Property Location l 1 1� %� % Section City, State Zip Code Phone Number �o b f 1 S Yo z 3 ' "s ys yon y �Q g c circ T v N; R E H. Type of Building (check all that apply) or 2 Family Dwelling- Number of Bedrooms Subdi Name CSM Number El Public/Commercial - Describe Use ` / i {� q 1 j Z f ❑ State Owned - Describe Use ".� " 3 X A. 3 T26 Yc.K E s . (� ❑City_❑Village;Nownship of A , ' r �O i /* / 4c III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. New System y El Replacement System ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System B• ❑ Permit Renewal ❑ Permit Revision Change of Permit Transfer to New List Previous Permit Number and Date Issued ❑ Before Expiration Plumber Owner IV. T e of POWTS System: Check all that a I N - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerebic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter Leaching Ch er - ❑Drip Line ❑ Gravel -less Pipe ❑ Other (ex V. Dis er"au" reatment Area Information: l ]� F Design Flow (gpd) esign Soil Application Rate(gpdsf) Dispersal Area Required (so Dispersal Area Pr System Elevation S a e/ s V O 5 —� as �r 3 3 ✓ q' `�� 30 OrC VI. Tank Info Capacity in Total Number M ufacturer refab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank Amobie W Ly Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber's Signature MP/MPRS Number Business Phone Number Plumber's (Street, City, State, Zip Code) 070 VIII. un /De artment Use Onl pproved ❑Disapproved Sanitary Permit Fee includes Groundwater Da Issue uing Agent ignatur (No s) Surcharge Fee) /l (/v ` ❑ Owner Given Reason for Denial 3� / : � 2 / , P Q IX. Conditions of Approval/Reasons for Disapproval SYSTEM OWNER: ep Ic tank, effue ln lter and t fi A G�y� J ���� Tv .._/dispersal cell must all be serviced / maintained L �lvjrm . Ail as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinances. __/V GU Corr�c a� Attach complete plans (to the County only) for the system on paper not less than 81/2 x I1 i es in size SBD -6398 (R. 01/03) O 'v z .N o J _ n iA W z � I 5 V V p • n ST. CROIX CO N WISCONSIN ,�,p,q,;,,- ���son ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016 -7710 w (715) 386 -4680 • Fax (715) 386 -4686 EROSION & SEDIMENT CONTROL PLAN Parcel #03.28.18.45A - 75 Site: 1291 Ctv. Rd. N, Lot 5 (Kinnickinnic Twp.) — owner's) Tria Lor, Toua Lor & Cher Yang Under St. Croix County Zoning Code 17.70(3)(b)5: "The (Zoning) Administrator may attach reasonable erosion prevention conditions to a permit approved for issuance." Comm. 21.125 also requires the building permit applicant and /or landowner to follow erosion control procedures and maintain them until the site has been stabilized. The owner is responsible for notifying all contractors performing construction on this site that an Erosion Control Plan is in effect and the following activities will be required in order to maintain compliance with the plan: 1. The primary source for construction site runoff will be excavation for the driveway and house foundation as well as any soil stockpiled until final grading and stabilization is complete. Septic system installation adds to temporary disturbance, but establishing cover on any exposed soils will prevent erosion. Plan to apply seed and mulch as recommended in #5. Maintain existing vegetation wherever possible to minimize sediment movement off site. Surface drainage is to the east, toward Cty. Rd. N drainage ditches and will be >500 feet from a tributary stream of the Kinnickinnic River. 2. Create temporary diversions graded ALONG CONTOUR between excavated areas and any potential receiving waters (this includes driveway & road ditches) by routing contaminated runoff into vegetated buffer areas on owner's property. Do not allow diverted runoff to be directed onto neighboring properties. (Refer to specification sheet for Temporary Diversions provided by county) 3. If builder /excavator grades the site to create temporary diversions (see #2) to contain sediment and leaves adequate vegetative cover to protect areas of concern, installation of additional sediment control products may not be necessary. If sediment cannot be contained on owner's property with diversions and vegetative buffers, then installation of approved sediment control products will be required. The POWTS inspector and/or building inspector will evaluate ESC plan effectiveness and make recommendations to owner for any action required to comply with applicable regulations. 4. Construction equipment and vehicles must utilize a stabilized driveway access off public road for heavy equipment; this includes cement trucks, well drillers, and other contractor's vehicles that access the property during construction. This helps avoid muddy, rutted conditions that may allow contaminated runoff to reach waterways and/or drainage ditches. Property owner must repair damage to ditches resulting from multiple access points and sediment tracked on public roadways must be removed at the end of each workday. 5. Stabilize new topsoil cover over septic system with seed and mulch immediately after installation — do not wait for final stabilization and/or landscaping of entire site to cover exposed soils on the system. If weather will not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can get established. Erosion control matting can be applied any time of year and if installed properly, will provide protection even if seed germination is delayed. The owner of record during site construction will be responsible for compliance with the ESC Plan. Please feel free to contact me with questions regarding erosion & sediment control installation. Prepared by: Pamela Quinn, Soil Erosion Inspector #665054 Owner acknowledizement of ESC Plan requirements: / /2005 0 4 3 o,s � /035 —� -- — — - -J_ - -- 4 - -- — — -- 1- -- — �. / 0 O� , 1\ I I o \ NI I VIER o o I ST TE RE I I /0,0 2 �. -� - - -- -- - o o a o Q I O ss N ° a - -- --� 12 O I ° � I I - � !.. II o 9 „27 9 \\ I a 73 1 /� kk / o ° ° f' 1000 o o° I 985 83 11 _ I 111 1 I ? -� innicki is m P O O - -- g� - -�— — — 1035 - - - -- O _ 0/9 -- �— I - - -- o Oil — — — 1o o / ° ' ' I o \ All I VER o ° I ST TE E RE ° O —�- - - -- I o ° I I 12 y \ 1127 �' 973 O ° 0 �O\ o I I 975 63 J O / 000 0 = f] 985 83 -- 11 111 II . ro innickir is m " UJ CA � r r �v1 a 06 °-ti ;z) w w o X� G N m LA s'P 7 o W I Tz.) 1 Pr w � ' t �NV G e �h Filters PL -525 EFFLUENT FILTER Polylok, Inc is pleased to add its new commercial filter to its existing line of quality effluent filters.The PL-525 is rated for over 10,000 GPD Alarm (gallons per day) making it one of accessibility -- ---__. Accepts the largest commercial filters in its `extension n ha ndle class. It has 525 linear feet of 1/16" filtration slots. Like the Polylok PL -122, the new Polylok PL -525 has an automatic shut off ball installed 525 linear feet with every filter. When the filter is of 1/16 removed for cleaning, the ball will filtration slots Rated for over ' float up and temporarily shut off 10,000 GPD the system so the effluent won't leave the tank. No other filter on the market can make that claim! Accepts 4" & 6" SCHD. 40 Pipe �.•- PL -525 Maintenance: The PL -525 Effluent Filter should operate efficiently for several years under normal conditions before 1 ' requiring cleaning. It is recom- mended that the filter be cleaned' every time the tank is pumped or at least every three years. If the installed filter contains an optional alarm, the owner will be notified i by an alarm when the filter needs servicing. Servicing should be `` Gas deflector done by a certified septic tank I Automatic shut -off pumper or installer. l' ball when filter is removed 1. Locate the outlet of the U.S. Patent No# 6,015,488 ' septic tank. 5,871,640 I,(! ,'j 2. Remove tank cover and pump ;,. tank if necessary. PL-525 Installation: 1. Locate the outlet of the 3. Do not use plumbing when septic tank. filter is removed. Ideal for residential and com- 2. Remove the tank cover and 4. Pull PL-525 out of the housing. mercial waste flows up to pump tank if necessary. 5. Hose off filter over the septic 10,000 Gallons Per Day (GPD). 3. Glue the filter housing to the tank. Make sure all solids fall 4" or 6 outlet pipe. If the filter is not centered under the back into septic tank. access opening use a Polylok 6. Insert the filter cartridge back Extend & Lok or piece of pipe into the housing making sure to center filter. the filter is properly aligned and 4. Insert the PL -525 filter into completely inserted. its housing. 7. Replace septic tank cover. 5. Replace the septic tank cover. i i Technical Specifications PL- -525 EFFLUENT FILTER (COMMERCIAL) 617 BALL CHECK - EXCEPTS 6' SHG 10 / FOR INLET EXTENTION 1135 11.57 OUTLET BUSHING EXCEPTS - 4'SCH40VSCH40 / �-- 10.66 - i 5.23 _ 33.02 a I PL -525 FILTER HOUSING <�: - -- � �� 1a3a �� - - -� -- PART NO. - 30142 -525 MATERIAL: HOUSING -POLYPROPYLENE OUTLET BUSHING - PVC 6.5 BALL -HDPE SOCKET EXCEPTS FLOAT SWITCH - �- EXCEPTS I'SCH 40 . ��� �I _ 10.64 FOR HANDLE EXTENTION I � ^ 6.24 530'OF 111 fi'SLOTS _ - PPP SOCKET EXCEPTS _ 6.04 _ BALL PJSH ROD I OPENING Ila o 7.09 OPENING I 20.71 ill- O fl 19.02 2244 i POLYLOK PL -525 FILTER CARTRIDGE PARTNO. - 30141 -525 MATERIAL- POLYPROPYLENE Polk PL -525 Support Stand Should you feel it necessary to add additional support to the PL -525 filter, use a six -inch Schedule 40 or SDR 35 pipe to extend from the base of the filter to the bottom of the tank. The extention pipe needs to be anchored to the filter housing with one or two #10 X112" SS screws. Anchor 1 -2 Stainless steel screws through housing and into pipe. Use #10 X 1/2" 6" Schedule 40 Pipe p Pipe rests on bottom of tank 1, J Bio S I End �Ioew Kn Universal 1 Cap Chamber 11" Stan• 14 "High 16 "Nigh AV ailable s Dimensions dard Capacity Capacity • 'Li ► ►1 t •; it .d�%. .. • 1� � �. i hi jl � n it i' J•' •�� •'•. �;'�..t.: r i�� • � l • • • i }AIL � t1 i • : Y�� i l f ' � =. %' ,• .' . �. 1 :��s'v�11�9►J �1 i� i . � !i�.. S.i.. "N�W�Bw:1 Ii�r�idi•i IG. • l \ \ ' ,d` �'�4 fir, � . ay, }' 'lye *w � � �:1� 9 ,•. '�!,• r , �f�yy �! ti'jk`b`A�E'r�.� ►Ir.3._...i...:i.' � OLTih /Lb �.\.• 1� ;fir a �f. � . • • �i ! r y� • wk 1 I j N�'!;`' ' �A�j� :�!� !,d !�� i �.�• � . p' � r. l �Srv, lOr .'R►"4`;� L IVED Wisconsin Department of 2 2003 S IL EVALUATION REPORT Page of Division of Safety and Buil id6 ? with domm 85, Wis. Adm. Code OFFICE j County Attach complete site plart•e"ITf x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and *ewed percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. , - Da te Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.14 (1) (m)). C Iry l� (/�✓L { 1/1//o Property Owner Property Location Govt. Lot 1/4 1/4 S T N R ,�(o' Property Owner's Mailing Address of # Bk7# Subd. CS City State Zip Code Phone Number City ❑ Village Is Town Nearest Road J R New Construction User Residential /Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Av Flood Plain elevation if applicable �/ /!f ~� ft. General comments and recommendations: F/I Boring # a Boring �1L Pit Ground surface elev. ft. Depth to limiting factor .y /� in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure C Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Colo Gr. Sz. Sh. •Eff#1 •Eff#2 s_ Ea l 3 af� I Boring # E3 Borin pit Ground surface elev. ft. Dept lo limiting facto in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 _3 -- 9 ^ 5 - ^ e • Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L (fluent #2 = BOD < 30 mg/L and TSS < 30 rng1L CST Name Print 1 — — Signature �EvaluaConducted — CST Number Address Telephone Number O L Property Owner ( ^��.fy� at Parcel ID # Page of F Bori ng ❑ Boring ] 2) Pit Ground surface elev. /&.2 ft. Depth to limiting factor / /,�_ in. 7*Eff#1 �� Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots DM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff #2 - / 5` -� �s F Boring # ❑ Boring C] 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. 'Efl#1 'Eff#2 a Boring # ❑ Boris ❑ 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 = SOD, > 30 _< 220 mg1L and TSS >30 < 150 mgll. ' Effluent #2 = BOD, 130 mg& and TSS < 30 mglL 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 -9330 MM) � ,�,E�c� ��'�/ — �,o off' /� /��:� - .C�ir�. � ..� c w coq A-1 131 12/1(/2003 08:21 FAX (lb 2b8 blob HILL 1Ur tnt;8v81inu WIvv�,vv� of Hp.v - 21 -0Z 04 %0G PM MURPHY LAND SURVEYING 7 1 5426971 1 P.63 CERTIFIED SURVEY MAP ;;• : Cher Yang, Lor Toua and Tria Lor Located in part (,f the Norf&tasl V4 of the &Putheasl % ofSaatioir 3,Toumshin 28 North, Range 18 We,sr, TOWn of Kinr)k`klnrric..S1. Croix County, Wisconsin, being u parr of Lest 3 of rhat C "erifPie d Survey Map rrcc►rdc1d hi V01umc. 15, Page 4117of V. C. "rulx County Certified Survey Maps•, ' s ri tion That certain parcel of land located in part of the Northcalst % of the Southe .-n 1 /, of Suction 3, Township 28 North, Range 18 Went. Town ofKinnicklwtie, 5t. Croix County. Wiwonsin, being a part orLot 3 of that. C4rtilicd Survey Map recorded in Volusne 15, Page: 4117 of St. Croix County Certified Survey Maps_ more 1 !, "y described as follows: t' CQinsnencing at the Fast % corner of said Section 3; thence S 00 °26'56" E, (assumed hearing; on the Fu.lt line of Abe Southeast %. of said 5octiun, recorded us S 00 "43'59" W), a distance of 528.70' LO At poitn on the le.ast a >bW of said Lot 3, being the Point of 13eginning of the paruct to be herein described; thcncc continuing along so ltl Eumt tine, S 00 °26'56" F., 519.67'; thence along the South line of said Lot 3, S 86 °45'27" W, 797.33'; tbgncc along! the Waset line of said Lot 3, N 00 0 08'09" W. 461.14 [hence along The North [inc pfsttid Lot ?, N.89 ° 52'46 " n, 167.70'; thence continuing along the West lino of said Lot 3, N 00 1 49'36" W, 400.05'; thgrtce continuing along the North line of said Lot 3, N 87 F., 402.17' to a point on the Westerly right of way line of County Trunk Highway "N"; thence Sou[ht ►a:.u-rly along said right of way line, a curved line -c0tLeave to the Southwest, having a radius of 621.91'and a bong chord Fearing S 31 °21'03.5" H, 371,84' (recorded wq S 30 °10'09" W); thcncc N 89 °33'04" E, 36.04' (recorded as S 89 1 16'01" F.) La) the Point of ftginaing, containing 574,075 square feet or 13.179 acres, being subject to an casement for County Trunk away "N" over Fwuterly portion , a s of said parcel ws shown on this map and to all other casement.,' ?; r�;>iriet +c�iis of record. .. i • ! Slate y r Wi- sconsin) Eon my o f hicruc) 1,4aLircnce W. Murphy. Rceisicrcd Lund Surveyor, do heroby eertiry that by direction of the Owners, Char O ••+ V�ehg, Lar Toua and Tria Lor. i have surveyed and divided the lavid..huivvn hereon in accordance with official r'�rds, Chapter 236.34 of Wisconsin Statutes and the Ordinances of St. Croix County and that this map and s; dakription are a true and correct representation thereof. J., D�4ed. November 11.200 - 3. �'' 1'•• N,1q Each parcel shown on this map is subject to Statc, County, and Township lawn, rules and regulations wetlands, rninimuin lot size, access to parcel, etc.). Bclbrz purchasing or developing any parcel, contact titiC:St, Croix County Tuning Office and the Tuwn of Kinniekinnic. i ! C.ONy i i .sa � '' • � LJ�UREN _ MuFRW }, ,• DC w NVie.l C, � NQ ;�{ "1' '' '7J NKSYRU'sISNYbRAF I�u tIY JF. RAGp L. L�IRSON SHEE r 2 OF 2 12/17/2003 08:20 FAX 715 268 6106 HILL TOP EXCAVATING ioQQZ /VV3 MOV- 21 84:05 PM MURPHY LAND 3URVEYZNG T1u4 =69 711 P,,.02 1 CERTIF SURVEY MAP Cher Yang, Lor Toua And Tria LOr Loculed in part elf •lhv Norlhrust 9 of the .Soulheast '/, of Section 3, A- )vn v Til7 28 Noi th, Ranxr" 18 w e, t, Tu wt7 ()f Kinnivkrnnic, St, Croix C'nunty, %Wlrcuns /n, being a part (? l.or 3 q thin C.ert(fieel Surve }I Mup recorded in Volume 15 Page 41 / 7 rtj',S /, C.'ruix C.ounly C erlifec d .4i4rvey ILtap.v, N BEARINGS ARE REFERENCED r0 THE FAs r 6INE OF THE pN(/iJ e�S' DRE sourHEAsr 1/< OF SECTION 3. 9R SS r28 �; R 78 W, ASSUMED AS 7099 C. T.H. N" ROBERTS, Wl $4023 i, LAST W COYNL'R LE M FEeT C S 9 r 2E N. 18 W �N R I :' 9ERNTSFN +�/�/ 4 A4.7Y1NLAl MC�IVAI�N7'j 1 1 0 •' • • C �R TIFI,F,P S uR�C�Y �?AP ''� \�"/ ,�, , YQl -UME 9, • PAG�_�67Q 'k,� � �,+ t I CURVE 1-2 1 _ J st RAD- ' 4 32 6 402,17 w 13jI CA- 34 47'43" ^1 NORTr� Ut E r a d �'�- 4 L= 377.62' P y� CH= 371,94• g CB- S 31 5"E N s hIti " Ns (R- S 30 1 • - , ° ?� c s TAN 1- S 44'44'56"E 2 ¢ OUTLOT I TAN 2• s 13' 67'12' e LU CONTAINS ?86,019 SQ N 99'33 w 34.04' C. '0' E OR 8.588 A 1 d Lu. s (279 836 SQ FT, OR a 424 A C :g; ?+ C IXC, ROAD RN3Ht OF waY) ,i 6 . 50 :1 �, _ s - N - 09 S2 ♦ E a• Loy m l 4 197 TC' MAP ^) i e + '�'° • 11103' t nr o o T N3rr LINE, kid a�uR)(�Y N 6e as zr E ? ` p: 0o t °; Z5 19 Zw G R7�FIER �, N -a 'a4r , s 19 �'' w I W LOT 5 �6 se° 331 • 6E - <S'27 ^ E 9. r CONTAINS 170,671 Sq. FT OR 1066 AC. N7 7 101.76 �. (I7-f.26I SQ. FT. OR 4 .000 AC. pp t' e. EXC ROAo R(GH r OF wAY) Z& M r �; a a 6 LOT 6 z �QEV E r. CONTAIN O R 2 1 A 80, FT I ■ �' Z �' (101,400 SQ FT. OR 2 389 AC v 0 �L, I VI EXC ROAD RK "HT OF WAY) ` C _ A31.02'- 83 35,39' vYr+�sNrsors .31' 66 °45'2 T'9r,33' �O, LOT ' - �ERTJf.L�P �uRvE,Y MAP = W - I VQ1.46ME 12, PAS- E.3202 ' LEGEND y� INDICATES t- 114 x 18 IRON "' y PIPE SET (MIN, WT, • 1. f3 /.a 2 F) sy- �con.�.� SEC I' V r" N w t • WOICATES 1 - IRON PIPE FOVND (F CMME N SEN A S DI[ BORINGS (PROPOSEO SEPTIC SYSTEM) � - �•nURV NC SECTION CORNER MONUMENT (AS NOTED) s., WDICATESFENCELINE F Nv�LLE,: (� �) RECORDED AS DArCD, �' ■ PROPOSED OAIVEWAY LOCA r/ON �4 ° i " " �,�� NOVEMBER 11, 2003 �� tr kr r � 8i 9 • . rAW NSTRUMENT DRAFTED BY JCRALD L, LARSON I � SKEE r 7 oF' 2 POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page I of FILE INFORMATION SYSTEM SPECIFICATIONS E Ow er � L6 I/ Septic Tank Capacity a l ❑ NA it # 3 t Septic Tank Manufacturer ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA Number of Public Facility Units --B-MA Pump Tank Capacity a r --B*k Estimated flow (average) ebb g al/day Pump Tank Manufacturer CI-NA Design flow (peak), (Estimated x 1.5) 'T 9) gal/day Pump Manufacturer ❑ NA Soil Application Rate d � 5 al /da /ftz Pump Model ❑ NA Standard Influent /Effluent Quality Monthly average` Pretreatment Unit Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispe Feal Cells) ❑ NA Biochemical Oxygen Demand (BOD 530 mg/L n- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L NA (3 t -Grade E3 Mound Fecal Coliform (geometric mean) 51 W 100m ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y. in dia. ❑ NA Other: ❑ NA Other: 4 E3 NA Other: ❑ NA *Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: ❑ m ❑ e ar(s) rls) ) (Maximum 3 years) 13 NA 2 - 3 Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA Inspect dispersal cell(s) At least once every: 2 p mon (Maximum 3 years) ❑ NA Clean effluent filter At least once every: onth(s) ❑ NA A N�D� ( ?> ❑ year(s) Inspect pump, pump controls &alarm [3 month(s) ❑ NA At least once every: ❑ year(s) Flush laterals and pressure test At least once every: ❑ month(s) ❑ NA ❑ year(s) Other: At least once every: [3 y month (s) 13 NA Other: ❑ 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, 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 cell(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 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, Z of 2 START UP AND OPERATION For new construction, prior to use of the POWTS check treatment tank(s) 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 tank(s) removed by a septage servicing operator prior to use. System start up shall 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(s) 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 pump 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 (sump 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 with soil, gravel or another inert solid material. CONTINGENCY PLAN If the POWTS fails d cannot be repaired the following measures have been, or -must be taken, to provide a code compliant replacement em: suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should 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. T alua a o ing lank be' e tailea POWT-S. A 044115 TIC ❑ 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 INSTALL POWTS MAINTAINER Name M /KE C vvez e__ Name Phone l d� , y6,r — Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name S C ( Phone Phone —71f— 3 e(o- 4 / 010 This document was drafted in compliance with chapter Comm 83.22(2)(b)0)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. Rpr 13 05 06:31p Tony Yang (715) 749 -4064 p.1 Rpr 12 05 11:59a Leo R Dravelin6 715- 531 -0714 p.2 ST CROIX COUNTY SEPTIC TANK MARMNANCE AGREEMENT AND OWNERSH P CERTIFICATION FORM Owner/Buyer iACA CJQ 1(01 1A Mailing Address Property Address Q I Lo v K* ?_ I t IV • (Verification required from Plunhing Ocpartmeat for new construction) �IV Ci:ylState Igo bo.r_t s L Parcel Identification Number ZN�oo "X10 ` ZO 3 LEGAL DESCRIPTION Property i,oca NE %, s '!,, Sec. -3 . T z 19 N- I S own of k� Subdivision <'— S M Lot # S Certified Survey Map # _2 5� g f Volume . Page # Wa rranty Deed # A D to � `� . Volume 1 q� page # /3 Spec bouse:p- no Lot lines identifiable yes 0 no SYSTEMS N &EMNANCE Improper use and mainteoanceof your septic•systean cwrld result in its premature failure to handle wastes. Proper m-utc :a :: consists of pumping out the septic tank every three years or sooner, if needed by a licensed p imper. What you put ivto :tc S•,•-::r, can LCect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to SL Croix Zoning Department a cation form. signed by the 07+ner and b a mast plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastcwaterdisposal systcr.. is in proper operating condition and/or (2) after inspection and pumping (if aeeasswy), the septic tank is less than 113 full of s;uoE _- i/wc, the undeisigncd bave read the above requirements end agree to maintain the private sewage disposal system with L C sir+= set foctb. herein. as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. CcrtTes' Smtiag that you septic system has been maintained must be completed and returned to the St Croix County Zoning O f'. Wl dw: <c days of the three year e_ zpiration date. 1 Of SIG OF APPLICANT 11�1JJ ATE O%NWER CERTIFICATION 1 (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (arc) tLe 0 -= ^.s : Y the prcT:W described above, by virtue of a warranty deed recorded in Register of Deeds Office. t � SIGNATURE OF APPLICANT ` DA'T'E • • • • • • Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Deparaacnt. • • . • • •• Include with this application: a Stamped warranty deed from the Register of Deeds office a copy of the certified survey crap if teferenee is made in the warranty deed RECEIVED a � AZ Indicate management strategy by checking (✓) t apppRiatq�05 c 4e ` 2 0 Management Strategies ❑ V Temporary stabilization of disturbed areas. Note: It is recommended that disturbed areas and soil piles left inactive for extended pefidds of time be stabilized by seeding (between April 1st and September 151h), or by other cover, such as tarping or mulching. Permanent stabilization of site by re- vegetation or other means as soon as possible (lawn establishment). Indicate re- vegetation method: SeedO Sod ❑ Other ❑ Expected date of permanent re- vegetation: Re- vegetation responsibility of: Builder ❑ Owner /BuyerZr7 _ Is temporary seeding or mulching planned if site is not seeded by Sept. 15 or sodded by Nov. 15? Yes ❑ No ❑ ❑ Pf Use of downspout and /or sump pump outlet extensions. Note: It is recommended that flow from downspouts and sump pump outlets be routed through plastic drainage pipe to stable areas such as established sod or pavement. ❑ Trapping sediment during dewatering operations. Note: Sediment -laden discharge water from pumping operations should be ponded behind a sediment barrier until most of the sediment settles out. - .� Proper disposal of building material waste so that pollutants and debris are not carried off -site by wind or water. Maintenance of erosion control practices. • Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to half the barrier's height. • Breaks and gaps in sediment fences and barriers will be repaired immediately. Decomposing straw bales will be replaced (typical bale life is three months). • All sediment that moves off -site due to construction activity will be cleaned up before the end of the same workday. • All sediment that moves off -site due to storm events will be cleaned up before the end of the next workday. • Access drives will be maintained throughout construction. • All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized. For more assistance on plan preparation, refer to Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, the DNR Wisconsin Construction Site Best Management Handbook, and UW— Extension publication Erosion Control for Home Builders. The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available through State of Wisconsin Document Sales, 608/266 -3558. Erosion Control for Home Builders (GWO001 ) can be ordered through Extension Publications, 608/262 -3346 or the Department of Commerce, 608/267 - 4405 EROSION CONTROL PLAN CHECKLIST `tea Check ( ✓) appropriate boxes below, and complete the site diagram with necessary information. Q 0 Site Characteristics Z ," North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways. ❑ Location of existing drainageways, streams, rivers, lakes, wetlands or wells. ❑ Location of storm sewer inlets. ,ice Location of existing and proposed buildings and paved areas. Z The disturbed area on the lot. Approximate gradient and direction of slopes before grading operations. Approximate gradient and direction of slopes after final grading operations. ❑ Overland runoff (sheet flow) coming onto the site from adjacent areas. Erosion Control Practices ❑ p' Location of temporary soil storage piles. Note: Soil storage piles should be placed behind a sediment fence, a 10 foot wide vegetative strip, or should be covered with a tarp or more than 25 feet from any downslope road or drainageway. ,i' Location of access drive(s). Note: Access drive should have 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick. / Drives should extend from the roadway 50 feet or to the house foundation (whichever is less). ❑ ,E� Location of sediment controls (filter fabri(>fence, straw bale fence or 10 -foot wide vegetative strips) that will pre- vent eroded soil from leaving the site. ❑ .K Location of sediment barriers around on -site storm sewer inlets. ❑ 101" Location of diversions. Note: Although not specifically required by code, it is recommended that concentrated flow (drainageways) be diverted (re- directed) around disturbed areas. Overland runoff (sheet flow) from adjacent areas greater than 10, 000 sq. ft. should also be diverted around disturbed areas. ❑ k< Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade). Note: Such practices include maintaining existing vegetation, placement of additional sediment fences, diversions, and re- vegetation by sodding or by seeding with use of erosion control mats. ❑ lam' Location of practices that will control erosion in areas of concentrated runoff flow. Note: Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through use of such practices as in- channel fabric or straw bale barriers, erosion control mats, staked sod, and rock rip -rap. When used, a given in- channel barrier should not receive drainage from more than two acres of unpaved area, or one acre of paved area. In- channel practices should not be installed in perennial streams (streams with year -round flow.) ❑ / Location of other planned practices not already noted. co ' 4 \� # P r r` LIN kA e UI ob — 0 4r 0 w _-> m �C - �r o X \ - J rn p 400"t � N � � v \ c LA z � o J U m L j ZZ ts b -- z 1 3 ' c, 7 1 2 ! 0 - 7 4835 7 STATE BAR OF WISCONSIN FORM 2 - 1998 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS Document Number RECEIVED FOR RECORD This Deed, made between DAVID L. _WISDO-_RF,_a single- person 01/07/2003 08:30AN and CHERYL M. WISDORF, a single person- EXEMPT # -- _- -_-- _- -_ —_�- _ _ Grantor.. REC FEE: 13.00 and CHER YANG LOR TOUA atid_TRIA LORD TRANS FEE: 270.00 a joint tenants -- - -- -. -_ ._ COPY FEE: CERT COPY FEE: PAGES: 2 Grantee. Grantor, for a valuable consideration, conveys and warrants to Cianlee the following described real estate in St. Croix ----.-.--- County, State of Wisconsin: Name and Return Address SEE ATTACHED ADDENDUM rrAr' r l- Z- 022 - 1006- 80 -I20 Parcel Identification Number (PIN) This is not homestead property. (� (is) (is not) c. s ` Exceptions to warranties: Easements, covenants, restrictions and right of ways of record. Dated this A y day of b e t e - Y 2002 w (SEAL) , " ' _`� (SEAL) avid L. Wisdorf Cheryl M. Wisdorf -- - -- (SEAL) - - - -- - -- (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature (s) T xi4 S State of W�ln, ss. Coon t „( authenticated this day of Personally came before me this day or fr/C cZDD- r the above named - - -- e yr M Ia1 � 5dor TITLE: MEMBER STATE BAR OF WISCONSIN to (If not, me known to be the person who executed the foregoing authorized by §706.06. Wis. Stats.) instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY _ Donald J. Schwab - - -- Notary bit Late River Falls WT 54022 My cotnrnis on is perrnanenL. (If not, state expiration date: --- yA<<h.... .. . (Signatures may be authenticated or acknowledged. Bolh are not - -_ -, � - - - ) necessary.) o� r `N.. Rt)6'ry GILLIAM NO'I'A�RY PUBLIC Nantes of ons sl tin • in an <a tarn must b d or tinted below tlu•ir si s' `t /r pets Rt b Y I Y t y pe d N gnauur. � /:�' .. OF TEXAS WARRANTY DEED STATE BAR OF WISCONSIN e °= • -- "' — '�' 1 vV'Ct9rlda`Y Za Co.. Inc. FORM Nu. 2 - 1998 1 2i0%i' 2` ADDENDUM A Lot Three (3) of Certified Survey MaID, Vol. 15, Page 4117, located in the Northeast Quarter of the Sou'- ^east Quarter (NEB of the SEA.) of Section 3, Township 28 North, Range 18 West, Town of Kinnickinnic, St. Croix County,.Wisconsin. Except a parcel of land described as follows: Commencing at the East Quarter (E�,) corner of said Section 3; thence continuing S00 °43'59 "W along the East line of the Southeast Quarter (SEIa) of said Section Three (3) 199.83' to tre Northeast corner of said Lot Three (3), being the point of beginning of said parcel; thence continuing S00 0 43'59 "W along said East line of said Lot Three (3) 328.87'; thence N89 0 16'01 "W 36.04' to the Westerly right -of -way line of County Trunk Highway "N "; thence Northwesterly 377.62' along the arc of a 621.81' radius curve concave Southwesterly whose chord bears N30 0 10'09 "W 371.84' to the North line of said Lot Three (3); thence N88 0 15'27 "E along said North line 227.22' to the point of beginning. Said parcel contains 0.55 acres excluding existing road right -of -way. As to Lines 197 -199, Seller shall contribute up to 5150.00 for the cost of title insurance. ACKNOWLEDGMENT State of Wisconsin, ss. County. Per on came before me this day of the above named -TAR ,4tJ to me knok�n to he the person who executed the foregoing ins tent and acknowledge the a tc. _ 4 _ A Notary Public, " (o County, Wis. t`ly commkiston Is permanent. (if nut, scat expiration date Parcel #: 022 - 1006 -80 -125 04/21/2005 07:42 AM PAGE 1 OF 1 Alt. Parcel #: 3.28.18.45A -25 022 - TOWN OF KINNICKINNIC Current 1XI, ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): " = Current Owner CHER YANG TOUAGOR &TRIA LOR TOUA LOR & TRIA LOR 1099 CTY RD N ROBERTS Wl 54023 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description ` 1279 CTY RD N SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 13.455 Plat: 1300 -CSM 15/4117 SEC 3 T28N R18W NE SE BEING LOT 3 CSM Block/Condo Bldg: LOT 3 15/4117 EXC .55 AC TO ST CROIX HIGHWAY DEPT 1903/130 Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 03- 28N -18W NE SE Notes: Parcel History: Date Doc # Vol /Page Type 01/07/2003 704835 2102/239 WD 06/03/2002 680679 1903/130 WD 07/23/1997 1033/377 WD 07/23/1997 842/213 more 2004 SUMMARY Bill #: Fair Market Value: Assessed with: 11905 Use Value Assessment Valuations: Last Changed: 06/11/2003 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 13.455 1,800 0 1,800 NO Totals for 2004: General Property 13.455 1,800 0 1,800 Woodland 0.000 0 0 Totals for 2003: General Property 13.455 1,800 0 1,800 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 022 -1 006 -80 -120 04/21/2005 07:42 AM PAGE 1 OF 1 Alt. Parcel M 3.28.18.45A -20 022 - TOWN OF KINNICKINNIC Current , ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 2 Tax Address: Owner(s): * = Current Owner RETIRED WISDORF * WISDORF, RETIRED Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 1279 CTY RD N SC 4893 SCH D OF RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 14.005 Plat: 1300 -CSM 15/4117 SEC 3 T28N R18W NE SE BEING LOT 3 CSM Block/Condo Bldg: LOT 3 15/4117 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 03- 28N -18W NE SE Notes: Parcel History: Date Doc # Vol /Page Type 07/23/1997 1033/377 WD 07/23/1997 842/213 07/23/1997 833/494 2004 SUMMARY { This parcel will not get taxed. It exists soley Assessed with: f for parcel history tracking purposes. Valuations: Last Changed: 07/15/2002 Description Class Acres Land Improve Total State Reason Totals for 2004: General Property 0.000 0 0 0 Woodland 0.000 0 0 Totals for 2003: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch #: 307 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 - 7 5 -8 i IL VOL 18 PAGE 4691 KATHLEEN H. WWESR -- -- REGISTER OF DEEDS ST. CROIX CO., MI RECEIVED FOR RECORD 01/28/2004 09:00AN _5�RTIFIED SURVEY HAP COPY F 1 EE CC �F 3. CERTIFIED SURVEY MAP PAGES: 2 3.00 Cher Yang, Lor Toua and Tria Lor Located in part of the Northeast Y4 of the Southeast Y4 of Section 3, Township 28 North, Range 18 West, Town of Kinnickinnic, St. Croix County, Wisconsin, being a part of Lot 3 of that Certified Survey Map recorded in Volume IS, Page 4117 of St. Croix County Certified Survey Maps. N NOTE BEARWGSAREREFERENCED OWNERS'ADDRESS AN EROSION CONTROL PLAN WILL TO THE EAST LINE OF THE 1 pgg C.T.H. 111' BE REQUIRED BY THE ST. CROIX SOUTHEAST 114 OF SECTION 3, ROBERT . / 51023 COUNTY ZONING OFFICE PRIOR TO T 28 N, R 16 W, ASSUMED AS CONSTRUCTION ON THESE LOTS. S 00 EAST 114 CORNER SCALE MI FEET 1' m 200' CQ (F CC 3 OUNTY 6ERNTSEN - ,(// - , ALUMINUM MONUMENT 100 0 100 200 �L=�r1ElE.Q - URVEY_ MAP_ R ya \' y: Ib I CURVE 1 z VOLUME-9, PAGE ,2¢70 `'q� ; �iCs',y _ RAD- 6 21.61' 32 N 87 E 402.17 w b CA- 34 °47'43" NORTH L t LOT 3 \`► L= 377.62' � g CH= 371.84' ♦1P�.�0� g "J CB -S 31 E "' �� • ., m (R= S 30'10'09" Wl I' ♦ c+ \!f `o TAN 1= S 48'44'55" E iS OV TLOT 1 ♦ :y • -� I TAN 2 S 13'5T12" E co $ CONTAINS 286 SQ. FT ♦ i ` ° OR 6.566 AC. ♦ \ 1l Q 3 ; ° (279,836 SQ. FT OR 6.424 AC \ - "' { 36.04 E . EXC. ROAD RIGHT OF WAY) 11 b (OUTLOT 1 WILL BE USED FOR 2 y ; ' (R= S eB 18nf't� LLpy g 3 AGRICULTURAL PURPOSES U- �, GREEN SPACE) r NORTH x46" E s L Q_ 3 ^N n F) i , Q• V 7.70' LINE G 111.03' �`�i S UP � N 86 45 27" E � � 4 _; � Q PLATTEDILOT3L G�RTIEJ�� F e Sag E s48� sear � =! , � I " zt nil MA TAK ACCESS e `' N 1 ' w I �[' w g THROUGH THE 66' WIDE PORTION LOT 5 1648 a 33T N 6s '45'27 " E ( Z' W OF LOT 5 UNLESS 3 CONTAINS 176,624 SQ. FT. OR 4.055 AC. p T6 1 �- 101.76' $ i , le I �, ALL STRUCTURES Tn (174,261 SO. FT. OR 4.000 AC. I AGE_! 100' �$ S CONFIRM TO �' EXC. ROAD RIGHT OF WAY) 03 p - w I ' Ce APPLICABLE SETBACKS � i•. ` Z; AND COUNTY ROAD o (� � A L OT G �: STANDARDS ARE Z VQIL.� 3 ^ l 1 V - - I =; ACHIEVED.' , `�, ?- 8 1 _ 431.02' - g 395.63' 35.37-.-- Z 50 50, NOTE - SO!/TH LN4F LOT 3 366.31 86'4527' W 797.33 I LOT 6 CONTAINS 111,432 LOT 4 SQ. (101,400 SQ. FT. OR QLERREJED - SIAM_EY MA_ P a �L W 2.326 AC. EXCLU ROAD RIGHT OF WAY) YS21sUM 1.5_. P_AGL~_41_ 7 W 5? LEGEND s O INDICATES 1 -IW O.D. x 18" IRON ` PIPE SET (MIN. WT. - 1.13 LB.A-F.) SOUTHEASTCORVER • INDICATES 1' IRON PIPE FOUND �_. L • • • • • • AU W P4 ( FOU OW N . R 1 SE • p SOIL BORINGS (PROPOSED SEPTIC SYSTEM) MURl�•' ALUMINUM MONUMENT) 0 SECTION CORNER MONUMENT (AS N07ED) # 1713 �! —_— INDICATES FENCEUNE O �NVILLE. (R =) RECORDEDAS ty''. .• J� DATED: ■ PROPOSED DRIVEWAYLOCA7701V Fq�o LnNd •6J� NOVEMBER 11, 2003 REVISED: DECEMBER 22, 2003 7WS INSTRUAIENT DRAFTED BY JERALD L. LARSON SHEET 1 OF 2 Vol 18 Page 4691