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HomeMy WebLinkAbout036-1024-40-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 488094 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: Schilts, Bryan I Stanton, Town of 036- 1024 -40 -000 CST BM Elev: Insp. BM Elev: BM Description: �,j � Section/Town /Range /Map No: /4fl �� 1 GST P ;,. 11.31.17.159B10 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI I FS ELEV. Septic `7. Benchmark /ond Alt. BM 5.53 ia5 i Dosing Go�.b ado s. s9 4 Aer#ion Bldg. Sewer ;3.4 3 H olding St/Ht Inlet TANK SETBACK INFORMATION t t u et TANK TO P/L WELE__ BLDG. V ent o it Intake ROAD Dt I nlet ep >Z %/ X 2 Z1 � — o om 1 V osing ZS 7 — 1 Z l H ead er/M an. $• 60 q1- S 3 era ion D ist . ipe —., 7. 9co T7, V7 o ing Bo t. bystem 76 , y'g 9. a5 F inal Grad PUMPISIPHON INFORMATION anu ac urer Vemano stuover �I GPM m odel um er ( ( 5 I UN I ric ion LOSS syst sea 1. (.0 1 O 1 o Z1 I � ► (o`� 'Fo rcemain ILengIn / i , 1 z — DIMENSIONS 3 -1 - Z ('ems �- 1 INFORMATION '� �! n CHAMBER OR �Ybt ► qtr t_ G o v4Jr.vv� 3 / C 1/ A ' " , /�— UNIT Ew6+-- ZZ A- z5 = '1-7 1 b 1111 JA p Pipes \ a Length � o , Dia !` _ Lengt Dia Spacing SCIErUVEK x Pressure Systems Only xx Mound Or At - Grade Systems Only Bed/Trench Center Z , 3 Bed/Trench Edges Topsoil \ Yes ; No Yes I No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2: Location: 1818 220th Avenue Star Prairie, WI 54026 (SW 1/4 SW 1/4 11 T31 R17W) NA Lot 1 Parcel No: 11.31.17.159610 1.) Alt BM Description 2.) Bldg sewer length = Z 2 - amount of cover = Plan revision Required? Yes No Use other side for additional information. nsepct o ' SBD -6710 (R.3/97) I Safety and Building ivisi County M . 201 W. Washington Ave., P. Box 62 J All N visconsin Madison, WI 53707 - Sanitary Perm Number (to be filled in by Co.) Department of Commerce (608) 266 -3151D 9 � Sanitary Permit Applicat' � State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal inf nation ����V —D may be used for secondary purposes Privacy Law, s 5.04(1 (�m) roj ct Address (ifdifFerent than ling address 1. Application Information - Please Print All Information M I i UV # l Si ZZ � Propert y O er's Name S f, CROIX C P reel #� Lot # I Block # S �3' O30 - 10 z - CM . ISpB -1 Property Owner �+ S er\ ailing Address Property Location IS 46 '1A S"i 'A, Section City, State Zip Code Phone Number (circle T N; Ras II. Type of Building check all that apply) or 2 Family Dwelling - Number of Bedrooms 3 ,154 CSM Number ❑ Public/Commercial - Describe Use # 60 353 °f V. �33� ❑ State Owned - Describe Use OCity 5 of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. Ne w System ❑Replacement System ❑ Treatment/Holding Tank Replacement Only ❑Other Modification to Existing System B. ❑Permit Renewal El Permit Revision El Change of LOPennit Transfer to New List Previous Permit Number and Date Issued Before Expirat Plumber ion IV. Type of POWTS System: Check all that appl K Non - 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 ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter VLeaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Propos S in Eleva ' 6V VI. ank Info Ca acity in Total Number Manufacturer Pre Site Stee i Plastic Gallons Gallons of Units j,Z, 4-too ncrete Const cted Glass Nev, Existing t .•����_(_'`� „n , f_(_ Tanks Tanks (Te(” Septic or Holding Tank 4) ,,, Aerobic Treatment Unit wf � V C Dosing Chamber L� VII. Responsibility Statement- I, the undersigned, assume responsibility for in tallation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber' Signature -- PIAIPRS Number Business Phone Number 2 - - KU61157N A dress treet, Ci tate, Zip e) VIII. County/Department Use Onl Approved El Disa Sanitary Permit Fee cludes Groundwater Date Issued Issuing ent Signature ( o Stamps) Surcharge Fee) / t ❑ O en Reason for Denial vv IX. Conditions Ap rov I SYSTEM OWNER; 1 Septic tank, effluent filter aril dispersal cell must all be serviced � maintained as per management plan provided by Plumber I 2. All setback requirements must be maintained as per applicable code /ordinances Attach complete plans (to the County only) for the system on paper not less than 812 x 11 inches in size SBD -6398 (R. 01/03) �a ID 31 Seto Zbon, cwt Q4 d" 3 ,. 93 /�P 2 Z�fli� Sf. Z Zd tL Ave Page 1 of 5 SYSTEMS INC Emrirrsn..."'" t or's le Wastcwatr;^%r SOfutlrans" Leaching Chamber Design Spreadsheet Project Name: BRYAN SHILTS Owner's Name BRYAN SHILTS Owners Address 1818 220TH AVE Legal Description [Sw v % Sw • / Sec 11 T 31 N, R 17 , w� Township STANTON County Saint Croix Subdivision N/A Lot# 1 Parcel ID# Table of Contents pg. 1 Cover page 2 Calculations and Drawings 3 Management and Contingency Plan 4 Plot Map 5 Lift Tank total # of pages: 5 Designer Name: Lyle J. Myers License #: 224617 Date: 3/10/06 Ph. #: 715 -643 -2520 Signature: Design Methods Used "IN- GROUND SOIL ABSORPTION COMPONENT MANUAL FOR PRIVATE ONSITE WASTEWATER TREATMENT SYSTEMS" (Version 1.0) SBD- 10705 -P (R.6/99) S ,N Infiltrator and the Infiltrator logo are trademarks of Infiltrator Systems, Inc. g ' " „ ` y Spreadsheet provided under license to Infiltator Systems, Inc by: 3bAdvisement N12486 220th St, Boyceville, WI 54725 SYS EMS ' C Calculations and Drawings Page 2 of 0 EwipM�►'OwY M►.M� JnEb' Site Conditions Infiltration Elevations Site Type:1 Private 1 1W Trench #1 Trench #2 Trench #3 %Slope 1 % Contour Elev: 99.00 100.001 0.00 Ft # of Bedrooms 3 Infiltration Elev: 96.50 98.001 0.00 Ft Depth to limiting factor 89 inches Limiting Factor Elev: 91.58 92.58 N/A Soil Application Rate: 0.5 gal /ft ^2 /day Treatment and Dispersal Zone: 4.92 5.42 N/A Effluent Quality Eff #1 Cover Material Required: 0 0 N/A In Design Flow: 450 gal /day Finished Grade Over Cell: 99.00 100.00 N/A Max BOD 220 mg /I Max TSS 150 mg /I Distribution Cell Choose ch typ Septic Tank L i Infiltrator Quick 4 Standard Manufacturer: E # of trenches: 2 Volume Chosen: / G Chamber Length: 4.00 Ft Effluent Filter Selected: . Zabel A100 Chamber EISA: 19.1 Ft2 Note: Access opening of sufficient size to be provided to allow removal of filter. Endcap EISA: 5.8 Ft2 Opening to terminate at or above grade. Required Infiltrative Area: 900.0 Ft2 Actual Infiltrative Area: 909.3 Ft2 Total # of Chambers: 47 Cross Section of Septic Tank E Total # o1 Endcaps: 4 Combined Length of Cells: 192.0 Ft 12" Min Grade Cross Section of Cell 18" Min Cover Material Observation Pipe (if required) Final Grade All joints to rd ' - w «p be water tight r T 6e� Ground Z Effluent Sch40 Contour Filter Pipe Leaching System Chamber Elevation 3" Bedding Under Tank I.cnglit 6 0 *fM 303�fi Obeel vattal Obserrafi� m Width a 5A 't0 4" Plpe 1 PVC I've Infiltrator and the Infiltrator logo are trademarks of Infiltrator Systems, Inc. Spreadsheet provided under license to Infiltator Systems, Inc by: 3bAdvisement N12486 220th St, Boyceville, WI 54725 Page 3 of 5 In- Ground System Management Plan pursuant to comm 83.54 W. A. C. Owner's Responsibility: The component owner is responsible for the operation and maintenance of the component. The county, department or POWTS service contractor may make periodic inspections of the components, checking for surface discharge, treated effluent levels, etc. The owner or owner's agent is required to submit necessary maintenance reports to the appropriate jurisdiction and /or the department. Septic Tank: Septic tank(s) are to be inspected routinely and maintained by department approved individuals when necessary in accordance with their approvals. The use of chemical /biological "treatments" is not required or recommended. If such additives are used, make sure they are approved by Department of Commerce, Safety and Buildings Div.. Effluent filters are to be removed & cleaned as necessary, with provisions to keep solids from passing the septic during removal. No more than 1/3 of the usable tank volume may be occupied by sludge /scum. 3 year inspection: If tank has greater than 1/3 volume sludge, tank contents must be emptied and disposed of in accordance with NR 113 Wisconsin Administrative Code by an approved individual. If the inspector does not recommend pumping of the septic tank, then the owner must be notified of when pumping should be done as to not exceed 1/3 sludge volume. Septic tank should be routinely inspected to be watertight and of good repair. Absorbtion Cell The absorbtion component must remain free of ponded surface water prior to pump operation. If 4 inches or more water level is detected in the observation pipes, the owner must be notified of possible problems /failure. The designed daily flow capabilities of the component should never be exceeded. Trees and any other deep rooted vegetation should never be planted, or allowed to grow anywhere on the component. Activities OTHER than mowing /maintenance (i.e. excessive walking, pets, vehicles, etc...) could compress the component and reduce it's absorbtion capabilities and /or possibly cause it to freeze in winter conditions. Performance Monitoring: Performance monitoring must be done at least once every three years following the installation or at the time of a problem, complaint, or failure. Contingency Plan: If the septic tank or other components therein (including floats, alarms, etc) become defective, the defective tank or component must be replaced immediately to ensure that the system can operate as designed. If the absorbtion component cannot accept wastewater or ponds wastewater to the surface, the component must be repaired or replaced in it's current location by removing the clogged bacterial mat, aggregate /leaching chamber cell, and distribution piping within the cell and replacing failing components in order to return system to proper working order as required. If repair is not feasible, a new system is to be constructed in a designated replacement area e a i �c epoSic�j 3 �3eDR.vo�rc.. 1 bat r µ.J ( RtD��+E 6 � - $Yk�2, _ col • �9" :,�I i �p 22�' /� �4 � �8• G3 Z?.a kVE Lift Station Information & Calculations Total Dynamic Head Calcs. Discharge Rate: 6.18 gpm Forcemain Lengthl 20 ft d,L\ Forcemain Diameter 2 in 0 \ . Friction Loss from Forcemain 0.021 Vertical Lift 10.00 ft Total Dynamic Head (TDH) 10.02 ft Dosage Volume Calcs. Does forcemain drain back to tank?0 Dose: 60 gal Forcemain Volumel 9.60 gal Total Dosage: 69.60 gal Tank Information Tank Manufacturer Wieser Concrete Inches Gallons Tank Capacity 600 gal A= 21.3 339.9 Tank Gallons per Inch Water Level 11.82 gal /in B= 2.0 23.6 Bottom of Tank Elevation 92 ft C= 5.5 86.9 Pump Manufacturer /Model Little Giant D= 12.0 141.8 9EH Total= 40.8 592.3 Pump Curve Pump Tank Diagram FLOW- LITERS /HOUR 0 1000 2000 3000 Waterlr LIackhq cover 1 Inch w9h warnrq libel 30 10 Mnmm pnehed Gade W 7.5 W Nlernale . Ld 20 W Qtl11e1. i I M t, �lecbeal per a 5 a Come 1628 and 10 = wuwah NBC X00 req. 2.5 Wear Hde A _ or AM i l7avre 0 0 TrTT TrIT TrrT I I rf I I 1 0 0 20 40 60 80 Little Giant FLOW- GALLONS /MINUTE 9EH PUMP PERFORMANCE CURVE 115V 60HZ t7 Selected pump requires a minimum operating rating of: 10.02 feet of head pressure at 6.18 GPM �4 RECEIVED 1551 Wisconsin Department of Commerce SOIL EVALUATION REPORT p age 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code .C. Sal & Site Evaluations Coun Attach complete site plan on paper not less than 8 11 inches in size. Plan must St. Crohc include, but not limited to: vertical and horizontal reference point (BM), direction and p � percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. N N G _ 00 Please print all information. gy Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location St. Croix Highway Dep't. Govt. Lot SW 1/4 SW 1/4 S 11 T 31 N R 17 W Property Owners Mailing Address Lot # Block # Subd. Name or CSM# 1150 Davis Street 1 Proposed CSM City State Zip Code Phone Number City :.<j Village ej Tam Nearest Road Hammond Wt 1 54015 1 715 - 796 - 2227 Stanton 220Th Ave. New Construction Use: j e Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement j Public or commercial - Describe: Parent material Glacial outwash Flood plain elevation, if applicable na General comments and recommendations: Oversize system to compenste for reduced infiltrative area due to concentration of coarse fragemens. Install 2 trenches at 96.00' using 30 high capacity leaching chambers. S a� * Fell, z r Boring # jo� U _ Pit Ground Surface elev. 99.15 ft. Depth to limiting factor ' 11 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G *Eff#1 *Eff#2 1 0 -7 1Oyr3/2 n sil 2fsbk mvfr as 2fm,1c 0.5 0.8 , 2 7 -24 1Oyr5/4 none sil 2msbk mfr aw 2fmc 0.5 0.8 r 3 24 -33 7.5yr4/6 none sl 2msbk mfr gw 2f,1m 0.5 0.9 4 33 -50 10yr4/6 none I & gr. 1msbk mvfr - 1f 0.7 1.2 , 5 50 -99 1Oyr5/4 none s & gr Osg H#4 contains approoc 20% gi . & cobbles, H#5 contains 15 gr., cobb., & stones. Boring # -:j Boring 0 Pit Ground Surface elev. 98.75 ft. Depth to limiting factor >96° in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GPD/ft: *Eff#1 *E02 1 0-8 1 Oyr3/2 none sil 2fsbk mvfr as MO.5 , (e 2 8 -18 1Oyr5 /4 none sil 2fsbk mfr aw , 3 18 -31 1Oyr4/4 none sl & gr. 2msbk mfr gw 4 31 -96 1Oyr5/4 none Is & gr. 1ms bk mvfr - 1f 0.7 1.2 33 6 _ H#2 contains apprnoc. 1 r. & cobbles, H#3 & 4 contain 20% gr., cobb., & stones. * Effluent #1 = BOD ? 30 < 220 mg/L and TSS > < 150 mg/L * = BOD < 30 mg/L and TSS <�0 mg/L CST Name (Please Print) Sig re: CST Number James K. Thompson 3602 Address A.C.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceda, WI 20 5/16/02 715- 248 -7767 N ' 1 property owner St. Croix Highway Dep't. p ID # 036 - 1024 -40 -000 Page 2 of 3 3] Boring; j Boring Pit Ground Surface elev. 99.10 ft. Depth to limiting factor >95" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots "Efi#1 'Eff#2 1 0 -10 10yr3 /2 none sil 2fsbk mvfr as 2frnIc 0.5 0.8 • �P 2 10 -25 10yr5/4 none sil 2fsbk mfr aw 2fmc 0.5 0.8 3 25 -31 10yr4 /4 none sl & gr. 2msbk mvfr gw 20m 0.5 0.9 tP 4 31 -95 10yr5/4 none Is & gr. 1msbk mvfr - 1f 0.7 1.2 3�•� X3. H#2 contains approx 10% gr. & cobbles, H#3 contains 40% gr., cobb., & stones, H#4 contains 20% gr., cobb., & stones. F41 Boring # Boring Pit Ground Surface elew. 98.63 ft. Depth to limiting factor >89" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots Z GP 'Eff#1 'Eff#2 1 0 -5 10yr3/2 none sil 2fsbk mvfr as 2frn j c 0.5 0.8 , (� 2 5 -17 10yr5/4 none sil 2fsbk mfr aw 2fmc 0.5 0.8 ( 3 17-34 10yr4/4 none sl & gr. 2msbk mvfr gw 2f,1m 0.5 0.9 , 4 34 -89 10yr5/4 none Is & gr. 1msbk mvfr - 1f 0.7 1.2 �- H#2 contains approx. 10% gr. & cobbles, H#3 contains 40% gr., cobb., & stones, H#4 contains 25% gr., cobb., & stones. ❑ Pit Boring # -� Ground Surface elm. _ 98.71 ft. Depth to limiting factor >92" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW 'Eff#1 "Eff#2 1 0 -8 10yr3/4 none sl 2f mvfr as 2fm,1c 0.5 0.9 2 8 -24 10yr5 /4 none sil 2msbk mfr aw 2fmc 0.5 0.8 ' • �P 3 24 -37 10yr4/4 none sl & gr. 2msbk mvfr gw 2f,1m 0.5 0.9 4 37 -92 1 0yr5/4 none Is & gr. 1m mvfr - 1f 0.7 1.2 Cl 2- — H#2 contains approx 10% gr. & cobbles, H#3 contains 40% gr., cobb., & stones, H#4 contains 30% gr., cobb., & stones. Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS <30 mg/L 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. L __ Alt. & ',n P--d pnc ✓a.6 to ;/ OA e ✓altta �o., P ;t ■ 6q 61 d- 62 � QS ►�.r h a; ; � Qec� p A SS ctinudeI 2 c� 6�i nC5 7! ,q�e_ � ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer t��`t�t`1 Sff /STS Mailing Address l 8 /$ 2 Zv A- A v C— Property Address (Verification required from Planning Department for new construction) City/State Parcel Identification Number ©ate X02 �vo (. I S9A — io) LEGAL DESCRIPTION Property Location � '/4, Sec. 1 , T N -R _ 7 W, Town of STJ4A1 TO Al Subdivision Lot # J Certified Survey Map # Gr '� 3 5 3 Q . Volume Page # 3 3 Warranty Deed # b� J , Volume � S Page # Spec house ❑ yes X no Lot lines identifiable X yes ❑ no SYSTEM MAINTENANCE Improper use and maintenance df 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. 4 The property owner agrees to submit to St. Croix 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 Zoning Office within 30 da f the three year a p' :on te. 3 / /alc SIGNA OF APrLICANT DATE OWNER CERTIFICATION 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 describe ab e, by virtue of a warranty deed recorded in Register of Deeds Office. X _ Dc 3 / gal Ll SIGN TURE OF APPLICANT DATE • • • • •" Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department.** •' Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed U 2895Q ,�58 t� 807438 KATHLEEN H. WALSH State Bar of Wisconsin Form 2 -2003 REGISTER OF DEEDS WARRANTY DEED RECEIVED FOR RECORD Document Number Document Name 09/26/2005 10:25AH WARRANTY DEED EXEWr # THIS DEED, made between William 1. Sommerfeldt REC FEE: 11.00 TRANS FEE: 315.00 ("Grantor," whether one or more), COPY FEE: and Bryan E. Shilts and Michelle E. Shilts, CC FEE: PAGES: 1 ("Grantee," whether one or more). Recording Area Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant Name and Return Address interests, in St. Croix County, State of Wisconsin ( "Property") (if more space WESTCONSIN CREDIT UNION is needed, please attach addendum): PO BOX 269 That part of SW t /4 SW '/4 Sec. 11- T31N -R17W described as follows: Lot 1 of NEW RICHMOND WI 54017 Certified Survey Map recorded in Vol. 16 of Certified Survey Maps, page 4331 as Doc. No. 683539. St. Croix County, Wisconsin. 3 .9 0 1 &G A-s 036 - 1024 -40 -100 Parcel Identification Number (PIN) This is not homestead property. (is) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated 00' o'e 16 , (SEAL) ( G0. a TT (SEAL) * *William I. Sommerfeldt (SEAL) (SEAL) * * AUTHENTICATION ACKNOWLEDGMENT Signature(s) William 1. Sommerfeldt STATE OF ) authenticat on ) ss. COUNTY ) *Kristina O land Personally came before me on , TITLE: MEMBER STATE BAR OF WISCONSIN the above -named (If not, to me known to be the person(s) who executed the foregoing authorized by Wis. Stat. § 706.06) instrument and acknowledged the same. THIS INSTRUMENT DRAFTED BY: s Attorney Kristina Oland Notary Public, State of Hudson. WI 54016 My Commission (is permanent) (expires: ) (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SHOULD BE CLEARLY IDENTIFIED. WARRANTY DEED ® 2003 STATE BAR OF WISCONSIN FORM NO. 2-2003 * Type name below signatures. INFO -PROTM Legal Forms 800 -655 -2021 www.inloproforms.00m I " 63539 VOL 4331 XATHLEEH H. WALSH REGISTER OF DEEDS ST. CROIX CO., MI CERTIFIED SURVEY MAP 07- 08 All LOCATED IN PART OF THE SWI /4 OF THE SW1 /4 OF CERTIFIED SURVEY HA SECTION 11, T31N, R17W, TOWN OF STANTON, ST. CROIX REC FEE: 13.00 COUNTY, WISCONSIN COPY SFEE: 2 x UNPLATTED LANDS 1 ' S89'46'20" W 355.70' oF= cn o �^ �I W�583 1 Z% LOT LOT 1 H 3.990 ACRES INCLUDING R/W �. Q 173.804 SO. FT. N I I N 3.671 ACRES EXCLUDING R/W N I Z I z cV 159,892 SO. FT. � Z l 1 APPROVED z° I rn c7>' ST. CROIX COUNTY pl w anning Zoning and Parks Commies . ............................... JUL 0 8 2002 2.5• ANGLE POINT ROAD �( if not recorded within 30 days Of RIGHT —OF —WAY approval date approval shall be g r� null and void 1iil r _ N89'20__59 "E 355.74' S89'58'18_E 650. o _ _ _ _ 22 AVE _ ,s6 9s• N89� _ :3 N "E 3 55 . 70' N89* 0'E 1 - —SOUTH LINE OF TiiE SW1 /4 OF SECTION 11 — N89'46'20 "E. 2667.72' SW CORNER OF S1/4 CORNER OF SECTION 11 SECTION 11 UNPLATTED LANDS LEGEND �`_ - - - -� - - -- � 19 FOUND 1" DIAMETER BERNTSEN STEEL SURVEY MARK NAIL AT SECTION CORNER O 1 -5/16" X 24" IRON PIPE SET. WEIGHING 1.68 LBS. PER LINEAR FOOT . • . • • • . • .. • • 100' ROADWAY SETBACK LINE FROM ROAD RIGHT —OF —WAY 3 -W ----W EXISTING FENCE LINE C3 NOTE THE OWNER OF THIS LOT MAY EXPERIENCE NOISE. DUST. ETC. ASSOCIATED m WITH THE FUTURE EXPANSION OF THE GRAVEL PIT OPERATION. SCHEDULED ON LANDS TO THE NORTH. ° BUILDING IS PROHIBITED WITHIN THE CLOSED DEPRESSION LOCATED IN THE SOUTHEAST PORTION OF THIS LOT. PER ST. CROIX COUNTY PLANNING ZONING AND PARKS COMMITTEE RECOMMENDATION. o OWNER Z ST. CROIX COUNTY HIGHWAY DEPARTMENT GENERAL NOTICE STATEMENT 1150 DAVIS STREET HAMMOND. WI 54015 THE PARCEL SHOWN ON THIS MAP IS SUBJECT TO y STATE. COUNTY. AND TOWNSHIP LAWS. RULES AND REGULATIONS (I.E. WETLANDS. MINIMUM LOT SIZE, rn ACCESS TO PARCEL. ETC.). BEFORE PURCHASING SCALE IN FEET OR DEVELOPING ANY PARCEL, CONTACT THE ST CROIX COUNTY ZONING OFFICE AND THE TOWN OF STANTON FOR AD VICE. O 50 100 200 SHEET 'I OF 2 SHEETS Vol.16 Page 4331