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HomeMy WebLinkAbout040-1065-20-300 f Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety ana Building Division 1 INSPECTION REPORT Sanitary Permit No: 483983 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: Bird, Shaun R. I Troy, Town of 040 - 1065 -20 -200 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range/Map No: 16.28.19.243D TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Aeration Bldg. Sewer Holding St/Ht Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic Dt Bottom Dosing Header /Man. Aeration Dist. Pipe Holding Bot. System Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St Cover GPM Model Number TDH Lift Friction Loss System Head TDH Ft Forcemain Length Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer. INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil 0 Yes ® No Yes No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: / / Location: 363 Ruthie Lane Hudson, WI 54016 (SE 1/4 NE 1/4 16 T28N R1 9W) NA Lot 4 Parcel No: 16.28.19.243D 1.) Alt BM Description = 2.) Bldg sewer length = - amount of cover = Plan revision Required? ❑ Yes ❑ No Use other side for additional information. SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No. -may Safety and Buildings Division MENualo 201 W. Washington Ave., P.O. Box 7162 ftwIsco Madinat, WI 53707 -9162 Ix filled in by Co.) Sanitary Permit Application staterransactionNamber In accordance with S. Comm. 83.21(2), Wis. Adm. Code, submission Application T unit is required prior to obtaining a sanitary permit Note: for state o rS are Pcojed Address (if ffemat than mailirq� address) submitted to the Department of Comtmcrce. Personal information you provide may be ndary is accor 01 0 dance with the Privacy Law 15. 1 m Stats. L cation Informadion - Please Print All Inf Parc # ' Pro arm O 11d - /(CGS SAO — property owner's Mailing Address ProPertY 60 2 01y GO VN?Y E Govt City, State Zip Code S %.. yy Section /u P rucks o LA-)\ J l �� T N. R E cc H Type of Building (eback all that apply) ©K CYd Lot # Subdivision Name 2 Family Dwelling - Number of Bedmoms o. Block # 0 Public/Commerciat - Describe Use 0 City of CSM Number 0 Village of 0 State Owned - Describe Use own of �� T Z III. Type !f Per (Ch a A. Complete line B if applicable) A ' ew System Replacement System 0 Treatment/Holding Tank Replacement Only El Other Modification to Existing System (explain) List Previous Permit NumbeF and Date Issued B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Phanber ❑ Permit Transfer to New Before Expiration Owner IV. Type of POWTS stem/Com nent/Dovice: Check all that a ` - 94 , ri -pressuried In- Ground 0 Pressurized In-Ground (] At -Grade 11 Mound > 24 inl of suitable soil 0 Mound < 24 in. of suitable soil G 0 Holding Tank 0 Other Dispersal Component (explain) ❑ pretreatment Device (up V. ent Area Information: D Ar Pm sf1 Deal Flow tBprl) Desiga Soil Application Dispersal Area Requued is n , r J VI. Tank Info Capacity in Total # of Manufacturer g Gallons Gallons Units New Tanks Existing Tanks >4 Septic a iioldissg Tank.. . -. _ _. -. Q� Dosing Chamber VII. Res aril bill Statement -1, the undersigned, assn ndbility for instaIIation of the POWTS�� umber Business Phone Number Pl s Name (Print) Plumber' r Plumber's Address (Street, City, State, Zip Cod pd 1 2 . A Aa ,/_.") !/ ) Conn /Department Use Only I ent si Permit Fee Date I ued Sn�+m Approved rsa $ L�( ) to 10 ven Reason ial ! � (f i ns for Disapproval na al, t A. Cond tiih tD 90 3 sa d I Septic tank, effluent fitter and dispersal cell must all be services / maintainer n1'rL��"'�AAN� as per management plan provided by plumber. Y4r t Z: Ail setback4equitements must be maintained spil to com p ns or a system and submit to the County only on paper not lea than 8 !R z 11 inches to des S13D -6398 (R. 01/07) Validthmu0l /09 o Lie- r PLOT PLAN PROJECT Shaun Bird ADDRESS 1008 192nd Ave New Richmond Wi 54017 SE 1/4 NE 1 /4S 16 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX 9/15/10 3 MPRS Shaun Bird 226900 DATE BEDROOM CONVENTIONAL XXX IN- GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chambers 32 IL BENCHMARK V.R.P. Top of Steel Fence Post ASSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE O WELL * H. R. P. Same as Benchmark SYSTEM ELEVATION 92.3/1.5 Well is to meet all setbacks required by WDNR Vent >6 „ Quick4 Standard -W of Cover Leaching Chamber Plans Designed Using with 20.0 ft2 of Area Conventional Powts 5.8ft ^2 /pair of end caps Manual Version 2.0 4' Long 12" Grade at System Elevation 34" Scale is 1" = 40' unless otherwise 360' Property Line noted 20' B.M. 8% Slope 20' 77' B -2 96' 90' B -1 30' 2 -3' X 66' Cells with >3' Spacing Vents 98' 45' 30' B -3 Ruthie Lane ST 30' -- - --� Existing House on parce 's to be torn down Pro 3 Bedroom House WRoonsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code county � C r Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location istance to nearest road. Q .. 1jS �,J .. Zr� Please print a!1 inform y��l by Date Personal information you provide may be used for seco es (Privacy w, s. 15.04 (1) (m)). f b Property Owner Q Property Location ,) �4.,` vt. Lot 1 /4 1 /4 �j T N R E( W 92,d A' ei?> il k P rty Owner's Mailing Addr ss OJ OF of # Block # Subd. Name or CSM# City State Zip Code Phone�D1, ❑ City ❑village Town Nearest Road S41 19) �` i r0l I 4cf New Construction Use:�Residential I Num r of bedrooms Code derived design flow rate GPD ❑ Replacement P blicor commercial - scribe: Parent material l ^ / /i� ��� �G L q-zx,/ Flood Plain elevation if applicable ft. General comments and recorrurlendations: System Type ,�o Al ye � C ''Cc%1 � � System Elevation 7,/ 31 7 1, S Boring # Boring / pit Ground surface elev. b 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 W 9 it Boli ng# # ❑Boring P it Ground surface elev `� ' � ft. Depth to limiting factor J ,5/ Z/ - in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/(f in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 I 'Eff#2 �/ r✓,l,¢ Effluent #1 = BOD > 30 1 220 mg/L and TSS >30 < 150 mg& ' Effluent #2 = BOD < 30 mg& and TSS < 30 mg/L CST Marne (Please Print) Signature CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 �� 715 - 246 -4516 f Property Owner _ Parcel ID # Page of ❑ Boring # E] Boring Pit Ground surface efev. 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 1 .1� a r M-L, --- l ' r L 1�. Z ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 E] Boring ❑ Boring # Ground surface elev. ft. Depth to limiting factor in. Cl Pit Soil Application Rate Horizon - *pth Dominant Cola Redox Description. Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2 Effluent #1 = BOD > 30 < 220 mg/L. and TSS >30 < 150 mg/L ' Effluent #2 = BOD ^ 30 mg& 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. SB68330 (8.60)) Soil Test Plot Pla Project Name Shaun Bird S Bir Address 1008 192nd Ave New Richmond Wi 54017 6 #226900 Lot Subdivision Date 6/24/10 SE 1/4 NE 1 /4S 16 T 28 N /11 W Township Troy Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post System Elevation 92.3/91.5 *HRPSameasBenchmark 360' Property Line 0' B.M. 8% Slope 20' 77' B -2 96 , A2 90' B -1 30 98' 45' B -3 Ruthie Lane Scale is 1" = 40' unless otherwise noted Cover Page Shaun Bird Bird Plumbing Inc. 1008 192nd Ave New Richmond Wi 54017 715- 246 -4516 Date: 9/15/10 Owner: Shaun Bird Location:SE1 /4 NE1 /4 S28 T28 N,R19W Lot 4 Ruthie Lane Troy System type: In- ground absorbtion system(conventional) Manuals Used: In- ground absorbtion system (version 2.0) Page# 1. Cover Page 2. Plot Plan 3. Chamber Cross Section 4 -5. Maintanance and Contingency Plan 6. Filter Specifications Sheet 7. -9. Soil Test Signature License ber #226900 PLOT PLAN PR6JECT Shaun Bird ADDRESS 1008 192nd Ave New Richmond Wi 54017 SE 1/4 NE 1 /4S 16 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX MPRS Shaun Bird 226900 DATE 9 BEDROOM 3 CONVENTIONAL XXX IN- GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chambers 32 BENCHMARK V.R.P. Top of Steel Fence Post ASSUME ELEVATION 100' Filter BEST Filter ❑ BOREHOLE O WELL H. R. P. Same as Benchmark SYSTEM ELEVATION 92.311.5 Well is to meet all setbacks required by WDNR SjGrade uick4 Standard -W eaching Chamber Plans Designed Using ith 20.0 ft2 of Area Conventional Powts 8ft^2 /pair of end caps Manual Version 2.0 at System Elevation Scale is 1" = 40' unless otherwise 360' Property Line noted 20' B.M. B -2 8% Slope 20' 77' 96' El 90' B -1 30' 2 -3' X 66' Cells with >3' Spacing Vents 98' 45' 30' B -3 Ruthie Lane ST T30' Existing House on parcel is to be torn down Pro 3 Bedroom House Cross Section of Quick 4 Standard -W Leaching Chamber Typical cross section for 2 of 2 cells Quick 4 Standard -W Leaching Chamber with 20.0 ft2 of Area per Chamber 5.8ft ^2 pair of end plates To be >1' above grade Finish grade elevation Typical Installation 96.0 Vent A Grade Len 4' 4" X30/34 Septic Tank 4' Long 5' 4' Grade at System Elevation 3 4 rade at System Elevation Spacing 5' 2 -3' X 66' Cells Same on other end Observation tube/Vent 9.5' A B 16 chambers per cell System elevations: A__92.3 B 91.5 Maintenance and Contingency Plan for a Septic System Maintenance Plan 1. Septic Tank is to be pumped once eve 3 p p p rY ears. Y 2. Effluent filter 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. 6. Do not plant trees nor park nor drive over system. 7. Watershed is to be diverted away from system. 8. Discharge into system is not exceed those required as per Comm. 83 ng cy Plan Option # 7 If system fails, determine cause of failure, use alternate area and install new s 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 cannont be lowered. Install holding 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 Tom Mondor 715- 246 -5148 Shaun Bird #226900 w ir C� .� p o00 oU)U-�� Z U (D 00 Z 2 9 o I F Z /� LL 1 {p Q i0 w Q d LL mOQ. (D 0 ti �i ti 0 N Z Q 4 J J V " LL Y. tp � r O] cV O� N O —� CJ N ti r 0 a, Q. � U CL N 3: !4 N rn N 2 .� W � F LL LL E LL t W 01 I I AIM ti &Nam SIN &is © �� a Y I ' ---------------- - - - - -- I w i L N -1 uw IL N ---- -------------------- - -- I � I i r �+ CERTIFIED SURVEY MAP LOCATED IN THE SW 1/4 OF THE NW 1/4 OF SECTION 15, AND IN THE SE 1/4 OF THE HE 1/4 OF SECTION 16, T 26 N ,R 19W. TOWN OF - TROY, ST. CROIX COUNTY, WISCONSIN. Surveyed for: Roger Schwartz Rt. #3, River Falls, WI 54022 APP ROVE _QK.RT1 F_J Z.Q 4_UBY C.'L W- — I - � s _V O LsS_ PAQE _ �`" b / FED I - 33.33' 3d.H5' ST. t: .0i}+ Cs _ 1 : "i ; " we CORNER �.V�1 eiE%!cV51`JI: P.4R -:;; f'Ld:3N7NG v / / SEC. 16 NIA IONI!{i?r C4AAMlTTEB O CENTER OF SECTION `OA .? 1/4 CORNER Q/ SECTION 1 6 i / c e° •> i s d ,• \ I 1 Q ee t 1 W F. 4 e� m P. 4 ° 6 n d] pip a M U U 1 r 0 .4 $ ` '0 - z 3 v o FILE �\ N`8 / 4 1 ` w O ° r a� FEB29]987 .'�� / N z o AAIIIiiiI; ail a. . cJ� ■~ of Dimf*` V A Va `SS rd of at O C16i� y vi / Q, IV P m W w Q C C \• • 1: O . Y I ... O EAST 1 / 4 CDR. ee 1-4 3 y o' 3 a-� E-+ SECTION 16 -4 '7 - • ♦t. Iq = h N f;'. T28N R1.. „ /� '� rd ry as o // x O 0. O a J i O� y 0 }. ILI .4 SCALE IN FEET t "� 2 \ � / E_ E-+ z U , y ++ �r Q 0 6o• loo 200 G; , 400' �\ .\ O O W 0 o° a�i o 14 a� \ a�a z .4 � A 1.4 BEARINGS REFERENCED TO THE g0 T• ° U U EAST LINE OF THE NE 1/4 OF ,� U SECTION 16, ASSUMED \ t tD rd N 01 • 6 7' B A N E y `CTJ LEGEND a ~ R 0. Y Id SECTION CORNER (MONUMENT \ W N O 7777 � _ pD" 1 1" ROUND IRON PIPE FOUND \ o r ` N .. U \ •fir J 0 _ tO � � O I "X 24" ROUND IRON PIPE WEIGHING '`� n C y 1 0 1.68 LOS. /LIN. FT. SET Cd EXISTING BUILDINGS G �+ Vol. 6 Page 1779 � o o ° TABLE OF LOT AREA n y� °• Lot No. Including Right -of -way Excluding Right -of -way Square feet Acres Square feet Acre's ' 1 108444 2.490 89827 2.062 6 1/4 CORNER 513611 11.791 505534 11.606 SECTION 16 3 103570 2, 370 92784 2. 130 496 - 932 4 234593 5.38fi 207052 4.753' I 111l1111!!II 11111 I!!fl 11111 Illf! IEII 1111111111 I!!I * 9 1 7 1 8 3 1 STATE- BAR Of WISCONSIN FORM 6 - 2000 y 917183 Dncurnent Number SPECiAL WARRANTY BEED BETH PABST REGISTER OF DEEDS THIS DEED, made between Anchor Bank, Isb fka S &C Bank, a Wisconsin ST. CROIX CO., WI banking corporation, Grantor, and Shauri Bird, a single person, Grantee. RECEIVED FOR RECORD Grantor, for a valuable consideration, conveys to Grantee We following Q6 /07�ZO1O 12:10PM described real estate in St. Croix County, State of Wisconsin (the "Property "): SPECIAL WARRANTY DEED Lots 3 and 4 of Certilied Survey Map filed February 19, 1987 in Volume 6, EXEMPT Page 1779, as Document Number 422526 in the St. Croix County Register REC FEE: 11,00 of Deeds Office, being it part of a parcel of land located in the Southwest TRANS FEE: 262.50 Quarter of the Northwest Quarter (SW 114 of NW 1!4) of Section 15 and the Southeast Quarter of the Northeast Quarter (SF. 114 of NE 114) or Section PAGES 1 16, all in Township 28 North, Range 19 West, Town of Troy, St. Croix County, Wisconsin. Recmdiog Arcs Name and Return A4t%775 Land Title Inc. �L} 1900 Silver lake Road 6200 New Brighton, MN 55119 -1789 040 - 1065 -20-100 Together with all appurtenant rights, title and interests. 040 - 1065 - -200 Farce! Identification Number (PIN) This is not homestead property. Grantor warrants that die title to the Property is good, indefeasible in fee simple and free and clear of encumbrances, arising by, dirough or under Grantor, except �tiMARY p�Y �, a 25th day of May, 2010. nl,fsb i .i * ames Hoemke, 1st ice President • R/ WIS AUTHENTICATION ACKNOWLEDGMENT Signature(s) - , _ _ STATE OF WISCONSIN j _ DANE COUNTY. ) ss. authenticated this 25th day of May, 2010 1 sonally came befo me dos �ay of Z the above narneTAichor Bank, * — — -- fsb Eta S C Bank, a Wisconsin banking corporation to nne '17TLE: MEMBER STATE BAR OF WISCONSIN known to be the person(s) who executed the foregoing (If not, i t and acknowledged the same, authorized by § 706.06, Wis. Stats.) 7 1195LP14f L4 �)%yk THIS INSTRUMENT WAS DRAFTED BY « K� _ Notary Public, State of Wis nsin Lar Mountain r atto r 112 y commission is permanent. (If not, sra a expiration date: vet q- 23 — o20I — (Signaturesmayhea divilicatedoracknowledged. Bah are netnccessaq•.) "James I30eIR1C @, 1st V ice President Of 'Names dperaa+ns signing in any capacity must be tytxd (v inmtcd below dick signaturr. SPHCIAI, WARRANTY DEED STATE &nR OF WISCONSIN FORM No. 6-20-00 1 of 1 • ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer c, 6's U Mailing Address Igo Z 1 Property Address 36 (Verification required from Planning & Zoning Department for new construction.) City /State Parcel Identification Number LEGAL DESCRIPTION y Property Location S 1 /4 , i / 4 , Sec., T -Z I NR / W, Town of a Subdivision , Lot # . Certified Survey Map # _ `'� ` Volume Page # / / 2 1 __ Volume , Page # Warranty Deed # _ - Spec house no Lot lines identifiable /�s no SYSTEM NhA►INTENANCE AND OWNER CERTIF CA TION VV Improper use and maintenance of your septic system could result in its premature failure to handle wastes- Proper or sooner, if needed, by a licensed. Pumper- Wbst you put into naainbenance consists of pumping out the septic tank every t3aree years Owner maiateua�e the system can affect the fimction of the septic tank as a treatment stage in the waste disposal systeMIL Ordinance. responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary to submit to St. Croix County planning & Zoning Department a certification form, signed by the The property owner agrees to v that the on -site owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pump �g 1 () the tic tank is wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), �F less than 1/3 full of sludge. igaed have read the above requirements sad agree to maintain the private sowage disposal system wit e h th I/we, the vnders 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 bas been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this fora are true to the best of my /our knowledge. Uwe am/are the owner(s) of the property descnbed above, by virtue of a warranty deed recorded in Register of Deeds Office- Number of bedro ATURE OF APPLICANTS) DATE ** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Deparbent• * ** 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) CERTIFIED SURVEY MAP LOCATED IN THE SW 1/4 OFTHE NW 1/4 OF S E.'P__►Q IS , AND IN THE SE I/4 OF THE NE 1/4 OF SECTION 16, T 2 8 N , R 19 W, TOWN OF TROY, ST. CROIX COUNTY, WISCONSIN. Surveyed for: Roger Schwartz Rt. #3, River Falls, WI 54022_ A PPRO V ED - ELLTL F_IYQ_$ KA3- _LOT 4VOL 3 PAGE T96 N 41'59'4E'E 707.40' F E B 35.55' ti� 671.94' �+ ,!,. 4% f ( i? }3 35.85' �s G' l»`. °:' i� �'. I!i`yS' CO NE CORNER ST, O COMPREHENSIVE PARKS FL4NNING Q/ � SEC. 16" AND XONINQ CGiAWITgls < CENTER OF SECTION A a4 I/4 CORNER J(�� O 6 SECTION 1 6 �/. ^ 1. 6 b \ e 7 o .v b M o N e�ro v U 1) 0 o U FA ' S O � m 4 Cd ,� z �, w o FILED , "��, N � 8 3�;� w x ° o !ti FEB 1 9 1 98 7 \'' J / � cn cn N C: o ­4 >a o AAM . OI COtpr� \ J J ' y / < /_ %' / W � ° Ern o H Id 3 w bomw of C� (d P rn al :Q 1~ Whoop \ �. �. ' O HO 1111 S -J1 Z o EAST l /4 C0R\ �� \ w g w' U SECTION F6 / �q 02 0 �1 N y T 2 8 N R 19 W \ 3 c? p '�6 2 �s� Qi z 7 0 Fi Ed a, 1 >' SCALE IN FEET 1 "= 200' Z y � o so' loo zoo' 4 0' z A o o a BEARINGS REFERENCED TO THE � O�yd,�d. q0?.- 7•0 0•f' o N. U EAST LINE OF THE NE 1/4 OF 11 24 b , 4 � "d SECTION i6, ASSUMED NOI 0 57'54 11 E \ , p1 C1 Id LEGEND 36 2� °o �0 � Ed SECTION CORNER MONUMENT 's !"� � W U ; 41 • 1" ROUND IRON PIPE FOUND \ S1 o r- •�+ 4; O 1 "X 24" ROUND IRON PIPE WEIGHING 3 ° o p N O , 41 rd 1.68 LBS. /LIN. FT. SET \� o \ ° M 1) QD Cd 10 EXISTING BUILDINGS J b C N 0 r � y °s 4 ' Vol. 6 Page 1779 N X. 0 � M \ o TABLE OF LOT AREA �d S 919 Lot No. Including Right- of -way . Excluding Right -of -way Square feet Acres Square feet Acre's 1 108444 2.490 89827 2.062 E 1/4 CORNER 2 513611 3 11.791 505534 11. SECTION Hf• � S 3 103570 2, 3T2- `9'2784 2.,, I,30 486 -932 4 234593 5.3'8 207052 4.753 . Parcel #: 040 - 1065 -20 -200 09/20/2010 08:29 AM PAGE 1 OF 1 Alt. Parcel #: 16.28.19.243D 040 - TOWN OF TROY Current ❑X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - ANCHORBANK FSB ANCHORBANKFSB 25 W MAIN ST PO BOX 7933 MADISON WI 53707 Districts: SC = School SP = Special Pro Ad s : * = p Property ) Primary Type Dist # Description *3 LOVER RD SC 4893 RIVER FALLS SP 0100 CHIP VALLEY VOTECH Legal Description: Acres: 5.386 Plat: 1779 -CSM 06 -1779 040 -87 SEC 16 T28N R19W SE NE 5.386 AC LOT 4 Block/Condo Bldg: LOT 04 CSM 6/1779 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 16- 28N -19W SE NE Notes: Parcel History: Date Doc # Vol /Page Type 02/12/2010 911818 SD 07/08/1987 427902 784/517 WD 2010 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 11/09/2009 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.386 86,900 128,400 215,300 NO I Totals for 2010: General Property 5.386 86,900 128,400 215,300 Woodland 0.000 0 0 Totals for 2009: General Property 5.386 86,900 128,400 215,300 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: 132 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00