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HomeMy WebLinkAbout036-1024-50-000 n N O$ v n r,. 0 m f O� 0 r1 C m m o (n T 7 m Z p o D !! � W 1 s N C= G7 G1 El v 0 N O O(D N N N N -{ v A �• l 1 \ p O p 0 'p N N 0 CD p 0 O CD En D o o D m go m v� v D d ! s - IM a a� cn p 0 p C O O O N 3 OD O CD _.., Z O N L O CP y � 0 N 0 C O N N C 0 �{ a 'O . AI • p Z O O O !ri cf) CL o 0 X O N N 0 •- O D to ° vvq m vi C) 0 C m 0 D N E N CL z - A N O z Z A O _; D O o O o m S. N CD m FT O 7 CD _ ,f W a O. m Z (D ° to -1 N o :3 o +' Z (D U) c A CL t' 0 m w W v I m C z 0 cn N Z W CD A S N 3 N > y ° m CL , N C p 67 C? (D a 0 O N w C C 7 3 -' O G � & 0 m m a - rn m cl a 0 o N 0 O C 5 S > H CL d K 7 0 CD O ao m co@a T m o 0 2 _ 3 m v a p 00 C ttw O NI, O O A O w CD Cro W O EA 0 V p 0 C ,0 I o °. Parcel #: 036 - 1024 -550 -100 06/19/2007 03:43 PM PA 1 OF 1 Alt. Parcel #: 11.31.17.160A -10 036 - TOWN OF STANTON Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - AILTS, JOSEPH W JOSEPH W AILTS C - SYKORA ]LISA SYKORA ILISA 2226 CTY RD T DEER PARK WI 54007 Districts: SC = School SP = Special Property Addr ss(es): ' = Primary Type Dist # Description ' 222�D T SC 3962 NEW RICHMOND SP 1700 WITC Legal Description: Acres: 3.610 Plat: 4274 -CSM 16/4274 036/02 SEC 11 T31 N R1 7W PT SE SW BEING CSM Block/Condo Bldg: LOT 01 16/4274 LOT 1 3.610AC Tract(s): (Sec- Twn -Rng 401/4 1601/4) 11- 31N -17W SE SW Notes: Parcel History: Date Doc # Vol /Page Type 08/07/2002 686272 1943/66 QC 06/07/2002 681127 1906/297 WD 04/02/2002 675206 16/4274 CSM 2007 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations Last Changed: 05/18/2006 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 3.610 25,000 150,900 175,900 NO Totals for 2007: General Property 3.610 25,000 150,900 175,900 Woodland 0.000 0 0 Totals for 2006: General Property 3.610 25,000 150,900 175,900 Woodland 0.000 0 0 Lottery Credit Claim Count: 1 Certification Date: 10/25/2005 Batch #: 05 -41 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 I VOL 6 PAGE 4274 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO., NI C E R T I' F I E D SURVEY M A P RECEIVED FOR RECORD Located in part of the Southeast Quarter of the Southwest Quarter of Section 11, 04-02-2002 4:00 PH Township 31 North, Range 17 West, Town of Stanton, St. Croix County, Wisconsin. Prepared for and at the request of: CERTIFIED SURVEY MAP REC FEE: 13.00 Joe Aiits COP FEE: 3.00 1881 220th Avenue NORTH 114 CORNER s. 2 Deer Park, WI 54007 SECT /ON 11 -31 -17 ONMER: Wayne Ailts, Et Al (FOUND SURVEY MARK NA /L) Drafted by. Ty R. Dodge N O \ OI \ This parcel is created persuant to Section 17.14 (1)(b), St. Croix N County Zoning Ordinance, and may not be reconveyed by initial grantee exce nnica ypliance with said section. ri \ 1 \ 0 1 4 S C O N N 5"/11111 I � * •. TY R. * UNPLATTED LANDS DODGE = n I w S- 2484 6. CLEAR LAKE, CO WI SURN AND CAGI NaRnI LIN�oF trzE _g FORMER_C ll SE1 /40FTHESWI /4 AD �.(ERf RUNE i _ THwESTER�1 RN NOR 41.3 488.80 N82'3 �� 447.46' p p O 1 I I N 1 Z o I� o� C I I I 1m I I Z NI rn 1Z a LOT 1 �I z ;� I �D D TOTAL AREA: m C.1 i I i i o —I 157, 416 SQ. FT. 2 I I cn ; In I m 3.61 ACRES "� w 1 0 AREA EXC. R -O -W: -41 P I r 142,953 SQ. FT. � I w D 3,28 ACRES O - I -41 — 0_ I 443.75' 41.00' S89'46'33 "W 484.75' T 7 I - - -9' UNPLATTED LANDS I Z I I I ° N ; �I I NOTE: The parcel shown on this map is subject to State, County and Township laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel. etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice. i i I EGENn: i Section Corner Monument SOUTH 114 CORNER ' of Record SECT/ON 11 -31 -17 =1 • Set 1' x 18" Iron Pie wei hin 1.13 pounds per linear foo9 9 (FOUND SURVEY MARK NA /L) O Found 1' Iron Pipe • • • • • • . • • •Building Setback Line (100' from Right of Way) �... JOB # WI057SU65 Prepared by Sao o \Qp NO TH J EO Consul�ngGroup, APPRO °jq- GRAPHIC SCALE Phone No. (715) 246 -4319 ST �" SCALE IN FEET: 1 inch = 100 feet COUNTY BEARINGS ARE REFERENCED TO THE NORTH -SOUTH 1/4 ' Fax No. (715) 246- 3830 " "'^ "� " `" "n!ttee LINE OF SECTION 11, TOWNSHIP 31 N., RANGE 17 W. r 11 P.O. Box 325 New Richmond, N 54017 A PR Q Z ZO WHICH IS ASSUMED TO BEAR N00'02'54 "W. Sheet 1 of 2 ti not ° Vol.16 Page 4274 ;3U as s t 3��Io %ok +7 c•�� 'J; PUvai shall be Wisconsin Department of Commerce SOIL AND SITE EVALUATION Pa of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code RECEIVED RECE Coin ty Attach complete site plan on paper not less than 8 V2 x 11 inches in size. Plan must include, b $t. Cro not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale r q dimensions, north arrow, and location and distance to the nearest road. MAR D 4 200 P iD # G3 ST. CROIX COLIN Revi ed By: Date: APPLICANT INFORMATION - Please print all information ZONING OFFICE Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(lxm)). Property owner: Property location Joe Ailts Gov't lot: SE 1/4 SW 1/4 .S1 l T 31 N, R17 E (or) Property owner's mailing address: Lot # Block # Subd. Name or CSM# 1881 220 Avenue NA NA NA City / state / zip Code Phone number: city Village Nearest Road Deer Park / Wisconsin /54007 715- 269 -5374 Stanton County Road T Q New Construction Use 63 Residential/Number of bedrooms 3 Addition to existing building: NA 13 Replacement p Public or commercial - describe Code Design Flow Rate: 450 gal/day /ftsq Parent Material: Glacial Till - ground moraine, underlain by limestone bedrock General Comments and Recommendations: Soils are somewhat poorly drained glossoboralfs underlain by clay loam. Redox features are the result of perching above the dense sandy loam layer. A long narrow mound SAS is recommended for this site (gravel area = 5 ft x 115 ft with 1.60 foot of sand fill). SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate is Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/Fr= BHP 1 Eff#1 Eff#2 Apl 0 -7 10YR 3/2 NA sl lmsbk mfr aw if 0.5 0.8 Ground Btl 7-18 7.5YR 4/4 NA sl Ifsbk mfr gw If 0.5 0.8 Elev (ft.) 104.0 Bt2 18 -27 10YR 5/4 fld 7.5YR 5/8 scl 2fsbk vmfi as NA 0.4 0.6 Depth to C 27 -38 7.5YR 5/3 m2d 7.5YR 5/8 grsl massive vmfi NA NA NA NA limiting factor - in. 18 Remarks: Btl - large areas of clay bridging; Bt2 - dense; C - very dense Boring # Ap 0-9 10YR 3/2 NA s1 2fsbk mfr as if 0.4 0.6 BHP 2 Btl 9-18 10YR 4/3 NA Si 2fsbk mfr gw if 0.4 0.6 Bt2 18 -27 10YR 4/4 NA scl lfsbk vmfl aw if 0.2 0.3 Ground Elev (ft.) 1C 27-45 10YR 5/4 flf 7.5YR5/6 grsl massive mvfi aw NA 0.3 0.5 104.0 2C 4548 10YR 5/4 flf 7.5YR5/6 grcos Osg ml as NA 0.7 1.2 Depth to limiting 3R 48 -55 10YR7/2 NA Bdrk NA NA NA NA NA NA factor- in. 18 Btl - large areas of clay bridging; Bt2 - dense; 1C - very dense; 3R - limestone bedrock. CST Name: Eli M. Gottfried, Gottfried Environmental Signature:, ?ems e�' - `, % Tel. No. 715 - 833 -1400 Address: 124 -1/2 Graham Ave. Eau Claire, WI. 54701 Date: 9 December 2001 CST # 221981 SOIL DESCRIPTION REPORT Pro owner Ailts Parcel ID# Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPDNV BHP3 Eff#1 EM Ap 0-9 IOYR 3/2 NA sl 2fsbk mfr as if 0.4 0.6 Ground Btl 9-17 10YR 4/3 NA sl 2fsbk mfr gw if 0.4 0.6 Elev (ft.) 104.17 Bt2 17 -24 IOYR 4/4 NA scl lfsbk MR aw if 0.2 0.3 Depth to 1C 24-38 10YR 5/4 flf 7.5YR5/6 grsl massive mvf1 aw NA 0.3 0.5 limiting factor - in. 2C 3842 IOYR 5/4 flf 7.5YR5/6 grcos Osg ml as NA 0.7 1.2 17 3R 4246 10YR7/2 NA Bdrk NA NA NA NA NA NA dense; 3R - limestone bedrock 1 -areas of clay bridging; Bt2 dense; 1C very , Remarks: Bt y ry Boring # Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPDIFr Eff#1 Eff##2 a Ground Elev (ft.) Depth to limiting factor - in. Remarks: Boring # a Ground Elev (ft.) Depth to limiting factor - in. Remarks: Boring # Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FV Eff #1 E$1#2 Ground Elev (ft.) Depth to limiting factor - in. Remarks: r 4h- / / / T 0 W CD 00 3 ' m C� c p cD a C o _ �. CD i ce ' > C� �° J CL �- '� k � c (a o -4 1 p (D X \ 2 � (D - - - N (A s m Z CD CD = O O \ CD w y � , N C =b FYI If D p OO� II O tQ "— � O &i C: f c/1 c tip w —h CD co g — < cc -° m CD °� D CD C �« as CO) ..« io 0.25 mi. to 220th Avenue County Road T A GOTTFRIED ENVIRONMENTAL SERVICES ,. 124 Graham Ave., Eau Claire, W154701; 715 -833 -1400 Property Owner: Joe Ailts County: St. Croix Township: Stanton Legal: SE SW 1131 17W System type: Mound Private Onsite Wastewater Treatment System Management Plan Septic Tank and Mound Soil Absorption Component Pursuant to Comm 83.54 Wisconsin Administrative Code, each Private Onsite Wastewater Treatment System (POWTS) shall include information and procedures for maintaining the system within the parameters of Comm 83 and 84, and the conditions of approval by the department, agent, or governmental unit. The approved plans and permits for systems are on file at the County zoning or health department. This management plan complies with Comm 83.54, Wisconsin Administrative Code, and the Mound Soil Absorption Component manual for Private Onsite Wastewater Treatment Systems SBD- 10691 -P JL01 /01) and the Pressure Distribution Manual for POWTS - SBD -10706 (R. 01/01). Table Ls3 stem de si cations Number of Bedrooms 3 Estimated Flow - Average (gpd) 450 Septic Tank Capacity (gallons) 1000 Dose Chamber (gallons) 627 Soil Absorption Component Size (ft) 1125 (approximate) Type of Wastewater Domestic Note: Septic tank is to be equipped with a Zabel filter, model A100 on the outlet side of the tank. Table 2. Soil Abso rption Component - Limits of reliable ration Septic Tank Component Soil Absorption Component Maximum Influent Particle Size (in) NA 1/8 Maximum BOD (mg/L) NA 220 Maximum TSS (mg/L) NA 180 Maximum FOG NA 30 Table 3: Maintenance Schedule Septic tank Inspect and/or service once every 3 years Outlet filter - Zabel Filter Model A100 Should inspect once a year and clean once every 3 years Soil Absorption Component Inspect once every 3 years Septic tank n The septic tank shall be maintained by in individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wisconsin administrative code (servicing septic or holding tanks, pumping chambers, Grease interceptors, seepage pits, seepage beds, seepage trenches, privies, or portable restrooms). The operating condition of the septic tank and outlet filter shall be assessed at least once every three years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of scum and sludge in the tank exceeds one -third the liquid volume of the tank. If the contents of the tank are not removed at the time of an assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. Manhole risers, access risers, and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed water tight upon the completion of service. Any opening deemed unsound, defective, or subject of failure must be replaced. Exposed access openings > 8 inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No one should enter a septic tank or other treatment or holding tank for any reason without being in full compliancewith OSHA standards for entering a confined space. The atmosphere within the septic or other treatmentor holdingtank may contain legal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wisconsin administrative code, when the tank is no longer used as a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept domestic wastewater from a residential facility. The limits of operation of this component are shown in table 2 of the Mound Component Manual. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water can serving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component shall be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. Plantings of deep rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. Contingency Plan In Case of Soil Absorption System Failure Should the current system fail ("failure"as defined by s. 145.245 (4) Stats), the SAS will be repaired or replaced immediately. Repair may involve flushing the distribution lines, reconstructing part of the system, or resting the system. Replacement may involve construction of another code- compliant SAS. Rectification of the problem in a timely manner is essential so as not to generate a health hazard or a hazard to the environment. Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix ' Safety and wilding Division ' INSPECTION REPORT Sanitary Permit No: 405177 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan to 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: Ailts, Joe Stanton Township 036- 1024 - 50-000 CST SM Elev: Insp. BM Elev: BM Description: (oval (� •a GST i3w - ( TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark i� r Dosing 1 _ Alt. BM Aeration ' 7 Bldg. Sewer �t Z +/ 8 • , L (� 9y, Yb / Holding St/Ht inlet l/ f Z R y Y6 r , TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet / (3-1 Septic , ! T� Dt Bottom ill G �/D � (`�2 8• �' Dosing IL L T Header /Man. .331 y r • 3 t >f J Aeration Dist. Pipe t ) 2 ii 3 (� ' Holding Bot. System . ,`z PUMP /SIPHON INFORMATION Final Grade D TJ Manufacturer Demand St Cover p�joue y'pQpt �t}�TIG.— GPM Model Number p � 1 1 . 4 DH Lift o v o Friction Loss System Head TDH Ft r 1 Q' orcemain Length I Dia. Dist. to Well SOIL ABSORPTION SYSTEM BED/TRENCH Width 1 Length `g �"- No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 1 C /g SETBACK SYSTEM TO P/L BLDG IWE LL LAKE /STREAM LEACHING Manufa r�r� « C , n_ ^ Cf INFORMATION CHAMBER OR 't` JTe�C Type Of System: } t �� ` — ^ UNIT Model Number: 12- ft - DISTRIBUTION SYSTEM Header /Manifold IDistribution x Hole Size x Hole Spacing Vent to Air Intake ip s) > �� t Length Dia Lengt Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over IDepth Over xx Depth of xx Seeded /Sodded T x Mulched Bed/Trench Center Bed/Trench Edges Topsoil n� r� Yes ] No Yes j No CO MENTS: (Inclu iscrepencies, persons present, etc.) Inspection #1: rr ," .' � yj ZO0 Z. Inspection #2: 40 a- -,� W Location: 2226 County Rd T New Richmond, WI 54017 (SE 1/4 SW 1/411 T31N R17W) NA Lot 1 Parcel No: 11.31.17.160A 1.) Alt BM Description = 2.) Bldg sewer length - amount of cover = a4 ` Plan revision Requuiireed?� Yes No Use other side for additional information.' SBD -6710 (R.3/97) Dalt insepctor's Signature Cert. No. zz(, 0,6k" VQ " T Sanitary Permit A lication Safety & Buildings Division In accord with Comm 83.2 1, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 14 sconsin Personal information ma p rovide rov ou be used for second p urpose s p Madison, WI 53707 -7302 Department of Commerce y p y (Submit completed form to coup if not [Privacy Law, s. 15.04(1)(m)] ( Sb p �' -Z 7.;­ ',j/ S7/ I state owned.) Attach complete plans (to the county copy only) for the system, on paper not less than 8 -1/2 x 11 inches in size. County State Sani Permit Number ❑ Check if revision to previous application State Plan I. D. Number I. Application Information - Please Print all Information Location: Property Owner N ame Property Location B�6 X02 i/• 5 �O� -1;(� JUN L�J0Z �1/4 I T/N,RJ (o W Property Owner's Mailing Address Lot Number Block Number ST. CROIX COUNT`r a — W& L� l � ZONING OFFICE J City, State Zip Code one um a Subdivision Name or CSM Number a el- - P {� u�'t• 1 (7/ ) 6`1 3.6 ass 61 7 II. Type of Building: (check one) V S Hv. ❑ city 1 or 2 Family Dwelling - No. of Bedrooms : 2 r r 0Tow of ��_; J _ ❑ Public /Commercial (describe use):_ ice, ❑ State -Owned Nearest Road c�.Q�. S L `i-, . - T� Y (��_ � [ P arcel Z,2 Tax N umber(s) III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) A) 1. New 2. ' ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to System System Tank Only Existing System $) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) 4 ok-- t do XNon- pressurized In- ground ❑ Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line ❑ At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: V. Dispersal/Treatment Area Information: ; / t- 1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks - 5@ ;C, f DUv D /oc.)o a� ❑ ❑ ❑ ❑ VIII. Responsibility Statement I, the undersigne assume res ponsibility for installation of the POWTS shown on ched plans. Plumber's Name (print) Plumber's Sign re (no stamps): M PR ti -�_ Business Phone Number Plumber's Address (Street, City, State, Zip Code I A,,Z - ` — tee. Cz a rc I d . _5 �7> L IX. County/Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps) Approved ❑ Owner Given Initial Adverse Surcharg Determination S , ` w�a.. 2ao2- X. Conditions of Approval /Reasons for Disapproval: S� — Sys Jam, ; � W � 4 o �41 Z 5 "j s� �s -- �t'rQ w 6 e- -I° «-zp- Q S -.� s Z ' A ti S = w.. -� i's �o T � „ `���► ,r.J�4 /,,, , ,�1�y tVt',., s� L db PA, SBD -6398 — (R07/00) She �t S Pic -t PkL,-, -G �E � � r1 S LL:kc / Sec . (!� J 3� /�j / P1'7 1 h r_i R x c= it =rc �fc -i G y n �L L k� I _ Gsfl3� R �: _ r � C 'w..•at �i 'ti2 - ��� � y�j cf','s - t. c l It ` ic PIC- O 11 M %rte. T I G•Nr- I . ........,_.....,o . c... . r. ucr. raa.. � w. xr»...r.,. >.- »_.a.w -•-.. ar�� �.: W. aecar... �i.. ��. �. i....,: +ru.as�r..rorw.tifewi►r+rxr.r. -ar .� 0 4,4 C 4 V A /W& Vr;va *g 5ewgc4.Q. S444-em l ndax u .ct TifIe S�. e e'f - prgoe,.--ent OWhe. : � Jc �• 5�� Projea+ HAW. L�G't'1 D ' C-�' • � "� J 4 -7 FR Lo - )�, I' 1 J 3 1 R CZ C,e C-k ri 5 .117- it PIC- 9 -7. ::, s%,' s: t{•%+. Yw'', SSa: LL: i�: s•> 31d.'. a�:; L�:' 1:, ��Mt+ 3•' i1' �v `ire[�.r'.:+•�.s'�`.'%_ry`,�, '.r. .�+`ktdITG�St7ittiL.ry?�ti...Y �tiir'i.�.�L:. {Y• - `�L , iL'.; �.' ::S.ida:.`k:1" +�tQ _: = : %. :).:... •r_ ..FS - = .v... rte. i. �c• •.'..>1u:C.c•.tir.a'.�++.... - ':: .:rv,:Sa._rA rn'.d.. _ .y •.s.:.r 1'w � •• .. .: ..a.i':. R: ;�... ✓f.V4r "WY .J:rVLr:.!• . l� :� SEPT TANK &' PUMP CHAMBER CROSS "SECTION AND SPE( ' •. t �. .•N; 'n. •! _ .. 1 .. : ,:• . L• tiSt '�SN y L ,. �... YM • �i 11 •1%I t +�LI'Al.'.k 4 " VENT PIPE `12" MIN. 'ABOVE GRAD' *:'` ' "'WEATHER P. )F �, 'FROM DOOR, WINDOW OR ,' , JUNCTION l APPROVED FRES AIR INTAKE WITH CONDI MANHOLE W/ PADLQ la" IN INLET ' L WATER TIG11T SEAL GAS- TIGHT: IGC' zame� A SEAL APPROVED 4 APPROVED •.iye�' JL _ i ; ALM JOINTS W, PIPE 3' ON B I ON APPROVED#V SOLID SOIL C ONTO SOLID I i OMP OFF ELEV . yy,D FT. ' ►- - — OFF D 3" APPROVED BEDDING UNDER TANK _ CONCRETE PAD \ SPECIFICATIONS SEPTIC / DOSE TANK MANUFACTURER: 5 k .3 Pc G • - HUMBER DOSES PER DAY: _ TANK SIZES SEPTIC 10 60 GAL. DOSE VOLUME INCLUDING DOSE '_ GAL. FLOWBACK: 1� ...... GAL. ALARM MANUFACTURER: �S'-Y CAPACITIES: A = INCHES •.= �� MODEL NUMBER: 7 SWITCH TYPE: E = 2 INCHES PUMP MANUFACTURER: C" MODEL' NUMBER: `micas • SWITCH TYPE: '-- D = t .•'':INCHES = �.. 'S�� ' REQUIRED DISCHARGE RATE IV / GPH PUMP & ALARt! WIRING • AS PER Cc�w► 16+- ' 63 VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE FEET + MINTHUM NETWORK SUPPLY PRESSURE FEET •+ �,.,�„`� FEET FORCEMAIN X ...` /160 FT. FRICTION FACTOR FEET TATA DYNAMIC HEAD = FEET jai+ � ,o Will Fir -r o INTERNAL DIMENSIONS• OF PUMP TANK:. LENGTH _; WIDTH w �� •; DIAMETER)�A c Y �... .; �. ,. • ,:, , . LIQUID DF.PTII .. gs _ t •'•• ♦ti'"4 ` ' . ,'.'1` f •. T y Ry`� T' . , v..., .�• , y hi�.:�! ^' ! \.',: i ''r+r i.✓'' .�i Private Onsite Wastewater Treatment System Managemeni Flan Septi c Tank And Gravity In - -G Ground Soil Absorption Compc ►) ent '+ { Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Ti vent System (POWrS) shall include information and procedures for maintaining the systeri thin the parameters of Comm 83 and 84, and the conditions of approval by the department, at or governmental unit. The approved plans and permits for system are on file at the tour, zoning or health department. This management plan complies with Comm 83.54, Wis. Adm. Code, and the I Ground Soil Absorption Component Manual for Private Onsite Wastewater Treatment System, ' BD- 10567-P (R.6/99). Table 1: System Design Specifications Sanitary Permit Number Number of Bedrooms 3 Design Flow - Peak (gpd) Estimated Flow - Average (gpd) C, C Septic Tank Capacity (gal) JOCO Soil Absorption Component Size (ft Type of Wastewater Domestic Table 2: Soil Absorption Component - Limits of Reliable Operation Septic Tank Component Soil Absorption Component Design Flow - Peak (gpd) - 1 a Maximum Influent Particle Size (in) NA 1/8 Maximum BOD (mg /L) NA 220 Maximum TSS (mg /L) NA 150 Maximum FOG NA 30 Table 3: Maintenance Schedule Septic Tank Inspect and/or service once every 3 years Outlet Filter Should inspect once a year and clean once every 3 years Soil Absorption Component Inspect once every 3 years Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers, Grease Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable Restrooms). The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic Management Plan for a Septic Tank and Soil Absorption Component tank shall have its contents removed when the volume of scum and sludge in the tan seeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the ti if an assessment, maintenance personnel shall advise the owner of when the next service ds to be performed to maintain less than maximum scum and sludge accumulation in the t; Manhole risers, access risers and covers should be inspected for water tightnc and soundness. Access openings used for service and assessment shall be sealed water t upon the completion of service. Any opening deemed unsound, defective, or subject to fails must be replaced. Exposed access openings greater than 8- inches in diameter shall be se( ed by P P an effective locking device to prevent accidental or-unauthorized entry into the tank. No one should enter a septic or other treatment or holding tank fol any reason without being in full compliance with OSHA standards f l entering a confined space. The atmosphere within the septic or other treatment of holding tank may contain lethal gases, and rescue of a person from the interior of the tank may be difficult or impossible. Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code hen the tank is no longer used ,ps a POWTS component. Soil Absorption Component The soil absorption component serving this structure is designed to accept dom :stic wastewater from a residential facility. The limits of operation of this component are shown in Table 2. The longevity of a soil absorption component depends greatly on proper and timely maintenance, and system use within or below the limits of reliable operation. Good water conservation practices by all occupants and the installation of water conserving plumbing fixtures are key factors in extending the useful life of this component. The soil absorption component's operation must be assessed by inspection at least once every three years. The inspection shall include recording the levels of ponding, if any, in the observation pipes, and a visual inspection for any evidence of surface seepage or discharge from the component. On steeply sloping sites, areas of erosion should be identified and reported to the owner for repair. The surface discharge of domestic wastewater or sewage from the system is prohibited and considered a human health hazard. Traffic around or over the soil absorption component should be avoided particularly during winter months. The compaction or removal of snow cover over the component may lead to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or impossible to repair until weather conditions improve. In general, soil compaction over this component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to more intense, and earlier, organic clogging of the soil. Plantings of deep- rooted trees and shrubs directly over or within ten feet of the component should be avoided since root intrusion into the component may obstruct wastewater flow. "n tt zt - I i hflsp,�;..�a, ii �7 =-CJf !. M'� p 2 ,:: • yAc'esck SWi' %A HYDROMATIC HYDROMATIC Ji 1 OSP33AB Typical Application* Typical Application' Corrosive G uids, Effluent and Dewaterin Capacities to 60 GPM (3.7 Vs) (opacities to 60 GPM (3.7 Vs) Heads to 25 ft (1.6 m) Heads to 25 ft (1.6 m) Electrical 115V, le, 8.5FLA, 60H1 Electrical l ISV, le, 8.5FLA, 6011z 230V, le, 3.6FLA, 60Hz Motor 1/3 HP split phase w /thermal overload protection Motor 1/3 HP split phase w /thermal overload protection 1750 RPM 1750 RPM Minimum Recommended Simplex = 18" (457mm) Minimum Recommended Simplex =18" (457mm) Sump Diameter Duplex = 30" (762mm) Sump Diameter Duplex = 30" (762mm) Automatic Operation Diaphragm pressure switch (manual available) Automatic Operation Diaphragm pressure switch (manual available) Materials of Construction Naval Bronze Materials of Construction Class 30 cast iron Impeller Open vane Naval Bronze \ impeller Open vane Naval Bronze or thermoplastic vortex Discharge Size 1 -1/4' (31.Bmm) Discharge Sae 1 -1/2" (38.1mm); 2" (50.8mm) Solids Handling 5/8" (15.9 mm) Solids Handling 5/8" (15.9 mm) Power Cord 20', STW -A Power Cord 10' , S1TW, (20' optional) Superior Features • Naval bronze construction for corrosion resistance Superior Features • Carbon /Ceramic type 21 mechanical seal • Carbon/Ceramic type 21 mechanical seal • Oil filled motor w /automatic reset • Oil filled motor w /automatic reset thermal thermal overload for maximum protection overload for maximum protection • Upper and lower single row ball bearing construction • Upper and lower single row ball bearing construction • Piggy -back plug available for easy maintenance and replacement 32 1750 R.P.M. w 24 w LL Q 1/3 HP w 16 a Z 0 J H 8 0 0 10 20 30 40 50 60' CAPACITY-U.S. G.P.M. Refer to your authorized local Hydromatic` Distributor, Representative or the factory for other applications. s Wisconsin Department of Commerce SOIL EVALUATION REPORT Page f of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 81/2 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 and distance to nearest road. Please print all information. Re iewed by Date Personal information you provide may be used for seco ary pu ) (m)). Z Property Owner T-�-� rope Location V p e X I t S Govt. L t S E 1/4 !b q) 1/4 S i j T % N R 1 E( W Property Owner's Mailing Address of # Block # Subd. Name or CSM# City State Zip Code P ne Nul g)NC F ❑ Ci ❑ Village (N Town Nearest Road Dee c �`�c k (,C� 11 , 7 %a F ('1/5) - ��tU,�� fic �� C* w T I New Construction Use: 0 Residential / Number of bedrooms - 73 Code derived design flow rate G GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable General comments 0 and recommendations: JAS t? ,6t51 b a4- (dash Gea s� @ r j'f"o Boring# i ® pit Ground surface elev. 7, Z 5 ft. Depth to limiting factor 3 94 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 Y `7 75 {I l e BE f4 4 C 1v •7 / tf ,O Boring # II � � "Zk 1 +R pit Ground surface elev. �7• ® 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 le 7 ,5 i � 5, s" I m s v. v+v- I C- q I v .7 * Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg& and TSS < 30 mg/L CST Name (Please Print) ignatur CST Number - 79 1 Address Date valuation Conducted Telephone Number / 5 � alga utck�- l e7e - r2-q 5/7 l6Z - 716 - 51 � -jf Property Owner M f_� A Parcel ID # Page � of F Bodn # ❑ ��� g Boring baC -iPit Ground surface elev. 9Co ,y ft. Depth to limiting factor d 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 J 0 - 10 5; / 2w, sb ik f - ma c - aS Z.-f . 5 . e 4 1 ��a s1- is !� sbk c,uj tai 7 / 7- Bonn # ❑ Boring Boring ® Pit Ground surface elev. %,-7T 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 A?/ T r �P F-1 Boring # E] 1:1 Pit Boring 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 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (A.6/00) . Joe X /+-a, Stele: Ft'--Dpe,r� �oca�;ou, -, � I S ao C�3 P- z X r& Gk k) /X ne X, / w cam,-. loo. I N i bFekrco f - I Au- i I t .. =-- 7 K -�� i T �ij l� l�`i�{ i'Y ] 7^� sipT i % " , AiNK IVAN, ,4A ,-Ii PA'Lj1% :1 :M :I V { AN D 1 0"Y IN �RSHir CER T IF IC ATION FORM 1 1 { "wiieri uyer j©c 1L p n i ivaaihnQ Address i fl&4 &rK Propem Address (Verification required from Planning Department for new construction) I City /State ��� , Parcel Identification Number I i,i+.[Alii, i)M :ti[`itil''-M)lil r Property Location , 59 , %4, SW 'ia, Sec. _1 — , T --3[N-R1 Z._W, Town of 5A i 1 Subdivision , Lot # 1, t Certified Survey Map # OS20 6 , Volume /to Page # qZ 7 Warranty Deed., �- D �� , Volume I O b , Pane # � i { i Spec house ❑ yes no CVST'F.M MAINT&:NANCF,, i { lmoroncr use and maintenance of your scntic system could result in its urcmature failure to handle wastes. Prover maintenance i 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. I Tlie 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_ t j 1 /we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards `f set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stat ing that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within. 30 days of th three ear expiration date. � 1b � f SI ATURE OF APPLICANT DATE 1 ONVNF,R CRRTIFMCATION I I 1 I (we) certify that all statements on this form are true to the best of my (our) knowledge. 1 (we) am (are) the owner(s) of the ` prope described above, by virtue of a warranty deed recorded in Register of Deeds Office. / I I b 6 / ate Si ATURE OF APPLICANT DATE { * * * * ** An information i that s mis -r -represented result ' the it permit being revoked b the Zoning De * * * * ** { y a_ epre ed may sal m t e sanitary p g y g artment. p I ** Include with this application: a stamped warranty deed from the Register of Deeds office H !`npy Qf the certified survey m ap 1 f refereRee is made In the warranty deed 1 J 1 1 ar ��LL (C�' (n� q 7 13- 4ATE 1AR GF 1l4&ONS? FORM 1- 1998 6 6 1 1 2 7 WALSH WARRANTY DEED R EGIST ER R. DEEDS REGISTER OF DEEDS ST. CROIX CO., WI Document Number RECEIVED FOR RECORD W X �{�� V� 06 -07 -2002 9:35 AR This Deed, made bet een _ - Aft ill � ed - ei h G-a r WAR DEED g - - -' Grantor. REC FEE: 13.00 and �OSGph TRANS FEE: 14.46 COPY FEE: _ CERT COPY FEE: PAGES: 2 -- Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in 5� Cy C)i7� _ County, State of Wisconsin tsacotdng Area .. __.. ([he "Property) - Name and Return Address Located in part of the Southeast Quarter of the Southwest X012 �/, + � Qu er of Section 11, Township 31 North, Range 17 West, g 4 f ZZC rtu 5 C , Town of Stanton 4) e y Po (Y. O L SyUU CSM V� of 16Pa 4274 Doc # 6 o (( - So eo Parcel Identiricetion Number (PIN) This omestead property. (is) is not) Together with all appurtenant rights, title and Interests. Grantor warrants that the title to the Property is good, Indefeasible in fee simple and free and clear of encumbrances except Dated this day of aec" °ZGO.� S (SEAL) AL) � . �.� SEAL (SEAL) r (SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) State of Wisconsin, / ss. County. authenticated this day or APe, came before me this � day of 7�0�? 'the above named a � s T[TLE: MEMBER STATE BAR OF WISCONSIN to (If not. me known to be the persons i ...... the foregoing authorized by §706.06, Wis. Stats.) instrument and acknowledge the 404@0 t THIS INSTRUMENT WAS DRAFTED BY x m � Notary Public, State of Wlsconsiri'q� , • l My ommission is permanent a Dtat expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) Names of persons signing in any capacity must be typed or printed below their signature. Wisconsin Legal &ark co.. Inc. STATE BAR OF WISCONSIN Milwaukee, Wis. WARRANTY DEED FORM No. 1 - 1998 r M U 1906P 298 • . CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT N• SW State of Califomia County of Orange 0-e—a On � .e a (P/ Q L ' before me, OATE NAME, TITLE OF OFFICER - 6.0.. 'JANE DOE, NOT Y PVBLIC' personally appeared jqtjo t NAMES) OF SIGNERS) ❑ personally known to me - OR - proved to me on the basis of satisfactory evidence to be the person(s) whose name(sYl /are subscribed to the within instrument and ac- knowledged to me that he/ they executed the same in his /t eir authorized capacity(ies), and hat by h er is/ their TONJAWEISENSERG signature(s) on the instrument the rson(s), COMM.N793gp ar or the entity upon behalf of which the V NOTMYPVeLICORNU M ORANGE COUNTOu%TY person(s) acted, executed the instrument. My Cdnn. Exo Dec. 22.2005 WITNESS my han and official seal. SIGNATURE O Y OPTIONAL Tho the data below is not required by law, it may p ve valuable to persons relying on the document and could prevent fraudule reattachment of this form. CAPA CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER ."'C�-a4A-_kA TITLE OR TYP DOCUMENT MLRS) ❑ PARTNER(S) ❑ RED , � GENERAL ❑ ATTORNEY•iN•FACT N MBER dF PAGES ❑ TRUSTEE(S) ❑ GUARDIAN/CONSE ATOR ❑ OTHER- DATE OF DOCUMENT SIGNER IS RE ESENTING: NAME OF PERSON( OR ENTITY0E9) SIGNER(S) OTHER THANWED ABOVE 01899 NATIONAL NOTARY ASSOCIATION • 9236 Remmet Ave., P.O. Box 7184 -Canoga Park CA 91309.7184 CERTIFIED SURVEY MAP Located in part of the Southeast Quarter of the Southwest / �'� Ito T ownship 31 North P , Range 17 West, Town of Stanton, St. Croix County, Section cow ' (p�b C ptl� repared for and at the request of: r Joe AlIts 1881 220th Avenue NORTH 114 CORNER`S Deer Park, N 54007 SECTION 11- .31 -17 OWNER: Wayne Allts, Et Al (FOUND SURVEY MARK NAIL) Drafted by. Ty R. Dodge 1 0 \ 0 1 \ This parcel is created persuant to Section 17.14 (1)(b), St. Croix I I \ N• County Zoning Ordinance, and may not be reconveyed by initial grantee 1 except in �cPenpllI t'Vj� said section. .• 1 r n . I a,��tr�N / / /I V 1>f y m . ry n. V. UNPLATTED LANDS I z - - - - - -- io I CHICAGO AND 1�\ NORX UNE:F PTE " o - y- SE 114 O F WE SW 1/4 FORA - TER N 7ERL IN_E_i _ -f- ~ R AILROAQ Q NORTHWESTE 488.80 41.34' 1 N82'34 33 E (� (� 447.46' I Z En I of im C ° n° �i� 1 I to IU d LOT 1 1 Q m I� I I Ir I I D�',- TOTAL AREA: ''� w i I i i Z —I p` 157,416 SQ. FT. C � M 3.61 ACRES I AREA EXC. R -O -W: 1 - I r - 142,953 SQ. FT. i I w cn D O 3,28 ACRES Pi Q SOILTEST, t I I to TYPICAL p i -41 ' 5 0'- O 443.75' 41.00' I S89'46'33 "W 484.75' T 1 UNPLATTED LANDS 1 Z d I EA N; NOTE: The parcel shown on this map is subject to State, County and ;I I Township laws, rules and regulations (i.e. wetlands, minimum lot size, access g' to parcel, etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice. I Section Corner Monument SOUTH 114 CORNER W of Record i SECTION 11 -31 -17 I • Set 1" x 18" Iron Pipe weighing (FOUND SURVEY MARK NA 1L) 1.13 pounds per linear foot O Found 1" Iron Pipe •.•...•. .Building Setback Line (100' from Right of Way) JOB # VA057SU65 Prepared by 100 0 100 NO TM J E0 ar is dn# Group, Inc. �- _ . _ _ GRAPHIC SCALE Phone No. (715) 246 -4319 SCALE IN FEET: 1 inch = 100 feet Fox No. (715) 246 -3830 BEARINGS ARE REFERENCED TO THE NORTH -SOUTH 1/4 P.O. Box 325 LINE OF SECTION 11, TOWNSHIP 31 N., RANGE 17 W. New Richmond, WI 54017 WHICH IS ASSUMED TO BEAR N00'02'54 "W. Sheet 1 of 2 i y pp f CERTIFIED SURVEY MAP Located in part of the Southeast Quarter of the Southwest Quarter of Section 11, Township 31 North, Range 17 West, Town of Stanton, St. Croix County, Wisconsin. SURVEYOR'S CERTIFICATE: I, Ty R. Dodge, a Registered Wisconsin Land Surveyor, do hereby certify that by the direction of Joe Ailts, I have surveyed, divided and mapped a parcel of land located in part of the Southeast Quarter of the Southwest Quarter of Section 11, Township 31 North, Range 17 West, Town of Stanton, St. Croix County, Wisconsin, described as follows: Commencing at the South th Quarter corner of said Section 11 •thence, on an assumed bearing along the north -south Quarter line of said Section 11, North 00 degrees 02 minutes 54 seconds West a distance of 913.11 feet to the point of beginning of the parcel to be described; thence South 89 degrees 46 minutes 33 seconds West a distance of 484.75 feet; thence North 00 degrees 02 minutes 54 seconds West a distance of 294.11 feet to the right of way of the former Chicago and Northwestern Railroad; thence, along said former right of way, North 82 degrees 34 minutes 33 seconds East a distance of 488.80 feet to said north -south Quarter line; thence, along last said north -south Quarter line, South 00 degrees 02 minutes 54 seconds East a distance of 355.37 feet to the point of beginning. Containing 157,416 square feet (3.61 acres). Subject to County Trunk Highway "T" Also subject to all easements, restrictions, and covenants of record. I also certify that this map is a correct representation to scale of the exterior boundaries surveyed and described, that I have complied with the provisions of Chapter 236.34 of the Wisconsin State Statutes and the Subdivision Ordinance of the County of St. Croix and the Town of Stanton in surveying and mapping the same. 2_ - Z Ty . Dodge Registered Wisconsin Land Surveyor No. 2484 Date O Consulting Group, Inc. P.O. Box 325 New Richmond, WI 54017 0 TV n. I f Sheet 2 of 2