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Wisconsin Deoartment of Commerce Count PRIVATE SEWAGE SYSTEM St. Croix SsfBty and Building Division INSPECTION REPORT Sanitary Permit No: (ATTACH TO PERMIT) 515139 0 GENERAL INFORMATION 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: Halleen, Gary & Arlene & Steven S. Stanton, Town of 036- 1036 -40 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: % , 71, --- Z L,ST 16.31.17.232A TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER ,`^I CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing A BM ��r a . b . $ lo Pa a 5Z5 Bldg. S er //, 11 9y. 78 Holding St/Ht Inlet � 8-5 Ty. 3y St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic 7 / I / _ Ot Bottom , /L Dosing 0 i Header /Man. 2 Aeration Dist. Pipe a y$ yt Holding Bot. S stem 4B.4 .3 T, US 9'7, ZI Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St ov Luv.t�_ �k a�c�s GPM. C, .� /40 /•44® Model Number 31.71 Co,.� -ate r g .33 /os.Srt �. g '7• SL TDH Lift Friction,Loss System Head rDr7,15 o y, z 5 /►1wr,�s o� 43 97. 5 Forcemain Le � th Dia. f , Dist. to Well / sb�" la.... •C z1 3 SOIL ABSORPTION SYSTEM BEDITRENCH Width d Length No. Of Trenc s PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS $ �75 \ �, SETBACK SYSTEM TO P/L JBLDG WELL LAKE /STREAM LEACHING Manufacturer: INFORMATION Type tem: CHAMBER OR 7 1 60 1 3 2 r� UNIT Model Number: t fa /1JT� DISTRIBUTION SYSTEM Header /Manifol �� Distribution ! I x Hole Size r , I x Hole Spacing V Air Int e Pipe(s) Lr Length .5 Length 37 Dia ' ZS Spacing T 1 32 Z . 1 6 SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only G • ..,•. - III Depth Over Depth Over xx Depth of xx Seeded /Sodded V_( Bed/Trench Center / 7� Bed/Trench Edges Topsoil , es No [] No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: 7 / / 6 4 7 Inspection #2: Location: 2162 170th S eet New Richmond, WI 54017 (SE 1/4 NE 1/4 16 T31N R17W) metes & nds Lot Parcel No: 16.31.17.232A 1.) Alt BM Description ��� 2.) Bldg sewer length = - amount of cover Plan Use other l s de for u additional information. o SBD -6710 (R.3/97) Date Insepctor's naturet Cert. No. • commerce.wi.gov Safety and Buildings Division County 1 201 W. Washington Ave., P.O. Box 7162 T ' SCO ��' Madison, WI 53707 - ' +Sanitary Per Number (to be filled in by Co.) Department of Commerce /S 1 Sanitary Permit Application S tate Transaction Number 1 In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental / 6 y Z , 5 - 0 unit is required prior to obtaining a sanitary permit. Note: Application forms for state -owned POWTS are Project Address (if different than mailing address) submitted to the Department of Commerce. Personal information you provide may be used for secondary p urposes in accordance with the Privacy Law, s. 15.04 1 m , Stats. IM / tJ � I. Application Information -Please Print All Information '° aq (t7 � 5 / ` Property Owner's Name Parcel # jLL- - �-C 03 - L93 Property Mailing Address -�^ Property Location . 3 N►NGCOIG Govt. Lot City, State Zip Code umber , / � /,, section (to 12.W ®/ 71-5 p - 37y� T 'Z y N' R / irclEo ° L`"/ II. Type of Bu (check all that apply) Lot # f i or 2 Family Dwelling - Number of Bedroo , 1 A Subdivision Name / �,aGQ•�M�' Block # f / hJ21 _1a y/aG7ifi+ L El Public /Commercial - Describe Use ❑ City of ❑ State Owned - Describe Use CSM Number ❑ Village of ,ALTown of III. Type of Permit: (Check o bo a A. Complete line B if applicable) A. ❑ New System A Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain) B. ❑ Permit Renewal ' ❑ Revision ❑ ❑Permit Transfer to New a of Plumber Chan g List Previous Permit Number and Date Issued Before Expiration Owner _ 4 1 275 - -7 /?-1/ 117 0 IV. T ype of POWTS System/Component/Device: Check all that a C1 Non-Pressurized In- Ground 11 Pressurized In- Ground ❑ At -Grade Mound > 24 in. of suitable it ❑ Mound < 24 in. of suitable soil 96, y ❑ Holding Tank ❑ Other Dispersal Component (explain) Pretreatment Device (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Design Soil Applicatio Rate(gpdsf) Dispersal Area Requir d (sf) Dispersal Area Propo d (sf) System Elevation VI. Tank Info C pacity in Total # of Manufacturer Gallons Gallons Units �, °o •g New Tanks Existing Tanks w V ^y Septic or Holding Tank Dosing Chamber 7S0 ! UILA VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS hown on the attached plans. Plumber's Name (Print) Plumber' ign re PRS Number Business Phone Number Plumb 's Address Street, City, State, Zip Code) J / - 5) IC S ? ^ VIII. ount /De artment Use Onl Approved ❑ Disapproved Permit Fee Date Issued ssuing Agent ign e c El Owner Given Reason for Denial 9/1 // 1 02 � IX. Conditions of Approval/Reasons for Disapproval j� �t `� i_. �. _ n� � t�L, SYSTEM OWNER: 1 Septic tank, effluent filter and ` A dispersal cell must all be serviced / maintained �� art 3 3 3 as per management plan provided by plumber. 2. All setback requir0ffs6W&mWl9te 431®1 at an mit to the County only on paper not less than 8 1/2 x 11 inches in size as per applicable code /ordinances. SBD -6398 (R. 02/09) Valid thru 02/11 ya 9, 3b l e T bo � �5'L/'os'�°j w � � � •� N � ,, NQ {vQni 0 6 L LC cc -- ,--- -, Jj't Safety and Buildings 10541N RANCH ROAD commerce.wi.gov HAYWARD WI 54843 Contact Through Relay s co n s i n www.commerce.wi.gov /sb/ www.wisconsin.gov Department of Commerce Jim Doyle, Governor Richard J. Leinenkugel, Secretary July 09, 2009 CUST ID No. 220357 ATTN.• POWTS Inspector BRADY J UTGARD ZONING OFFICE UTGARD PLUMBING & HEATING ST CROIX COUNTY SPIA PO BOX 413 1101 CARMICHAEL RD AMERY WI 54001 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/09/2011 Identification Numbers Transaction ID No. 1692501 SITE: Site ID No. 749415 Steve Halleen Please refer to both identification numbers, 2162 170TH St above, in all correspondence with the agency. Town of Stanton St Croix County SE 1/4, NE 1/4, S16, T31N, RI 7W C Description: FOR: C Description: Mound, 4 bedroom residence N ? P Object Type: POWTS Component Manual Regulated Object ID No.: 1231974 pRTME� O f3� Maintenance required; Replacement system; 600 GPD Flow rate; 32 in Soil minimum depth to limiting fac r original grade; System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), SSWMP Pub. 9. t �� Effluent Filter Go ya RM, �E The submittal described above has been reviewed for conformance with applicable Wisconsin Administratitie Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Key Item(s) • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. Reminder • The orientation of the mound system must be such that the longest dimension is oriented along the surface contour per COMM 83.44(6)(a)2. • Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual. BRADY J UTGARD Page 2 7/9/2009 • Surface water drainage shall be diverted away from the system area per Mound Component Manual. • Materials shall conform to the requirements of COMM 84. • The existing POWTS must be properly abandoned per s. Comm 83.33 Wis. Adm. Code. A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Beginning October 1 2008, small wastewater holding tanks with estimated flows less than 3,000 gpd that are based completely on approved POWTS component manuals must be submitted to the appropriate governmental unit and will no longer be accepted by the Safety and Buildings Division for review. Please refer to s. Comm 83.22, Wis. Adm. Code for further information. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required -$ 250.00 Fee Received $ 250.00 F , h Balance Due $ 0.00 Patricia L Shandorf POWTS Plan Review egrated Services WiSMART code: 7633 4 ' x(715) 634 -7810, Fax: (715) 634-5150, M -f 7:45 am - 4:30 pm pat. shandorf@wisconsin.gov cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544, Friday, 7:00 A.M. To 3:30 P.M. MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE Project Name: STEVE HALLEEN Owner's Name: STEVE HALLEEN Owner's Address: 2162 170th /st. NEW RICHMOND WI. 54017 715- 248 -3746 Legal Description: SE/NE/S16/T31 /R17W Township: STANTON County: ST.CROIX Subdivision Name: VOL.855 PAGE84 DOC.452909 T Lot Number: 1 Block Number: ' Parcel I.D. Number: Plan Transaction No.: }E Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 PLOT PLAN Designer: UTGARD License Number: 220357 Date: 06 /26/09 Phone Number: 715- 760 -0946 Signature: - Design d Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.11 (R. 06/01) Page 1 of 8 Mound and Pressure Distribution Component Gesiar, Site Information R Residential or Commercial Design sand fill (D) s assume a 400.00 Estimated Wastewater Flow (gpd) Table 8344 -3 in -situ soil treatment for =i 1.50 Peaking Factor (e.g. 1.5 = 150'%) 00160rm of - 36 inches. 600.00 Design Flow (9pd) 6.20 Site Slope (%) 96.96 Contour Line Elevation (ft) 32.00 Depth to Limiting Factor (in) 0.40 In -situ Soil Application Rate (gpd/fe) F)WK"Nrtinn Cell Information 75.00 Dispersal Cell Length Along Contour (ft) = 8.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gp(W) 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point Pressure Disribution Information in the distribution y network? c Center or End Manifold 4.00 Lateral Spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point. 0.156 Orifice Diameter (in) (e.g. 0.25) 2.10 Orifice Spacing (ft) = 8.33 fe /orifice 2.00 Forcemain Diameter (in) 100.00 Forcemain Length (ft) Does the forcemain drain back? Y 86 � Pump Tank Elevation (ft) 4.55 System Head (ft) x 1.3 16.31 Forcemain Drainback (gal) 10.96 Vertical Lift (ft) 46.83 5x Void Volume (gal) 3.12 Friction Loss (ft) 63.14 Minimum Dose Volume (gal) r 18.63 Total Dynamic Head (ft) 38.77 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection . . in. dla. o lions choice in. dia. options I oho' . 0.75 1.25 x 1.00 1.50 x )( 1.25 x (x I I � 2.00 1.50 x 3.00 2.00 x 3.00 x Gallonsfinch Calculator Treatment Tank Information 750.00 Total Tank Capacity (gal) 1250.00 Septic Tank Capacity (gal) 48.00 Total Working Liquid Depth (in) WIESER Manufacturer 15.63 gaUn (enter result in cell B49) Dose Tank Information Effluent Filter Information 750.00 Dose Tank Capacity (gal) Zabel Filter Manufacturer 16.12 Dose Tank Volume (gal/in) A100 Filter Model Number WIESER Manufacturer Project: STEVE HALLEEN Page 2 of 8 Mound Plan View ..................................... ... ................................. 1110 B ' . . . . . . . .... Pe ***' " , J .............. ...... ................ .... ...... K. 0 A B .......................................... ..................... * ................... ....................................... ..... .................... **** ........... .......................................... ......................................... ......................................... ......................... — ............. ........................................ .................................. L Mound Component mmensions A 8.00 ft EF - 51 in H 1.00 ft K 7.56 ft B 75.00 ft F1 9.25 in 1 12.00 ft L 90.11 ft 4.48 24.48 DA6.00 in GI 0.50 ft J [Aft W Aft 1 600.001(ft Dispersal Cell Area 1 1500.001 (fe) Basal Area Available I 8.001(gpdtft) Linear Loading Rate 1 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Gross Section View Aggregate Dispersal Area Finished Grade 99.23 (ft) 2 G H ...................... F 97.96 (ft) Lateral D4ersal Cell 97.46 (ft) Invert T' ...... Dispersal Cell ....... ............ ......... Elevation E ............. ........ ..... ..... ......... ................ 96-96 (ft) Contour Elevation 6.2 % Site Slope Geotextile Fabric Cover Shading Key Diswrsal Cell A See lateral details on Topsoil Cap 2 CL 1.5 ft - 1 Page 4 for number, size, 0 0 Subsoil Cap (A . ASTM C33 Sand and spacing of laterals. 4 0 Laterals are equally : Tilled Layer 6 6 F 0.5 ft Typical Lateral spaced from the 0 distribution cell's F51 Aggregate IV t centerline in the – A distribution cell (AxB). Project: STEVE HALLEEN Page 3 of 8 Center Connection Lateral Layout Daigram Force main connection via tee or cross to marifold at any point. Laterals are identical P S •= Turn -up rtball valve or X --> W2 02� Laterals a Force main of PVC Sch 40 cleanoutplu8 per CONIM Table 84.30 -5 Holes drilled on the bottom of the lateral Number of Laterals 4 Orifice Diameter 0.156 in Lateral Diameter 1.25 in Orifice Spacing (X) 2.10 ft Lateral Length (P) 36.75 ft Orifices per Lateral 18 Lateral Spacing (S) 4.00 ft Orifice Density 8.33 ft /orifice Lateral Flow Rate 9.69 gpm Manifold Length 4.00 ft System Flow Rate 38.77 gpm Manifold Diameter 1.50 in Total Dynamic Head 18.63 ft Forcemain Velocity 3.96 ft/sec Dose Tank Information LockiM, cover with aminq label and locking device and sealed watertight Electrical as per NEC 300 and —� Comm t 6.28 WAC Disconnect 4 in min. Tank component is properly vented �— Alternate outlet location Forcemain diameter WIESER Manufacturer 2 in. Capacityl 750.00 Gallons Volume 16.12 gal/inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 28.61 461.18 C B 2.00 32.24 P ump off elevation (ft) C 192 63.14 � 87.00 D 12.00 193.44 D Total 46.531 750.00 1 1 Dose tank elevation (ft) 3" Bedding uncTer tank. 86.00 Alarm Manuafacturer LEVEL Alarm Model Number DLV Pump Manufacturer GOULDS Pump Model Number EP05 Pump Must Deliver 38. 77 gpm at 18_63 ft TDH Project: STEVE HALLEEN Page 4 of 8 Y • q t .N \ Iri C oSL /o S�°t � � • IK lb F � 1 ~V _. -.— 7 ::tf�tt. 4L 1 --, Mound System Maintenance and Operation Specifications Service Provider's Name UTGARD Phone 715 - 760 -0946 POWTS Regulator's Name ST. CROIX Phone 715 - 386 -4680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1250 gal Maximum TSS 150 mg /L Soil Absorption Component Size 600 f? Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL Service Frequency Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished • ............. ............... Grade 6 -8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: STEVE HALLEEN Page 5 of 8 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code G eneral This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump 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 watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. 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. 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 fitter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial 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. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD 150 mg/L TSS, and 30 mg /L FOG for septic tank effluent or 30 mg/L BOD 30 mg /L TSS, 10 mg/L FOG, and 10 cfu /100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice dogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contdnuency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: STEVE HALLEEN Page 6 of 8 Goulds " Subm rsib le Effluent Pump 3871 EPO4 EP05 l • Fully submerged in high ■ Motor Housing: Cast iron • Fasteners: 300 series grade turbine oil for for efficient heat transfer, APPLICATIONS stainless steel. lubrication and efficient strength, and durability. Specifically designed for the . Capable of running , heat transfer. fol I0 in w ■Motor Cover: Thermoplas without damage to tic cover with integral handle 9 uses: d ry and witch attachment m onents. !e for au tomat i c and float s s co b • Effluent system R Availa a tic n. Automati t is in . s • Homes Motor: manual operat po • Farms • EPO4 Single pphase: 0.4 HP, models include Mechanical a power Cable: Severe duty • Heavy duty sump 115 or 230 V, 60 Hz, 1550 Float Switch assembled and rated oil and water resistant. • Water transfer RPM, built in overload with preset at the factory. a Bearings: Upper and lower • Dewatering automatic reset. heavy duty ball bearing • EP05 Single phase: 0.5 HP, FEATURES construction. SPECIFICATIONS 115 V, 60 Hz, 1550 RPM, built in overload with a EPO4 impeller: Thermo- AGENCY LISTING Pump. E PO4 automatic reset. p lastic Semi - open design • Solids handling capability: . Power cord: 10 foot with pump out vanes for 3 /4° maximum. standard lengft 16/3 SJTO mechanical seal protection. SP canadian standards Assoc;alion • Capacities: up to 55 GPM. with three prong grounding a EP05 impeller: Thermo- (CSA listed model numbers • Total heads: up to 24 feet. plug Optional 20 foot plastic enclosed design for end in 11 F" or "AC ".) • Discharge size: 1 NPT. length, 16/3 SJTW with improved performance. • Mechanical seal: carbon- three prong grounding plug rotary/ceramic- stationary, (standard on EP05). ■ Casing and Base: Rugged BUNA -N elastomers. thermoplastic design provides • Temperature: superior strength and 104 °F (40 °C) continuous corrosion resistance. 140 °F (60 °C) intermittent. • Fasteners: 300 series METERS FEET i stainless steel ----- SGPM: _ -- • Capable of running y 9 30 dry without damage to components. Pump: EP05 25 - - -- — - 1 • Solids handling capability: a 7 y /q maximum. s •Capacities' up to 60 GPM. � s 20 • Total heads: up to 31 feet. 3 - • Discharge size: 1 NPT. z 5 - - • Mechanical seal: carbon- 0 15 rotary/ce ramic - stationary a 4 BUNA-N elastomers. ►- 3 10 • Temperature: - 104 °F (40 °C) continuous - - 140 °F (60 °C) intermittent: 5 - - 1 30 1 40 50 GPM. 0 0 0 20 .�� +Jf ie4 i 4k COVNTY E 'ANC:E, AGREEMENT AND OWNERSW CERTIFICATION FORM Owncr/Buycr — mailing Address Property Address "#ant for flame, co Uur— tiost.� (Verification nutuired h ni Ptatuiing & / - ' G Parcel Identification 3 �0— / 0 3 !� ' 7 b Q����� tr N=bcr tylState - ,e -t.ir� T- 1 - i 3 Z" J LV,GAI. MUC+Ri:P`Tl N Property location 5 E t/, . 't, , Sec. , T IN R W, Town of Lot # S ubdivision Plat: 4yc-v w nal , V , Page # Certif ed Stur+rsy Map # f�1�z ' � — {O ti 6eftare 2G0? }'Volume Warranty Dead # Slp= hQ t i} ttriCS tdCnit idb�C tld yes t J iNJ SYSTEM 1 ►.ii: a ENA!gg;E AND QWNER CERTIFIC tmptoper usic and maintOstancx of Your MOO system wok' resa ist i€s tsrcusature failure to handle wastes. Proper Maintenance cunsiscs of purong o� the septic tank every three years or sooner, if need d. by a Lice fret What you put into the system care affect the function ofilu: stoic tank a a tteatment stage in the waste disMat cyst" Owner maisttenarsce Msponsibitiucs art Specified in §Camfss. $3,52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance: The pr%wdy owner agreas to submit to St. Croix County Planning & Zoning Dq*nmwt a cert fodttt, signed by the owner and by a rrmter pltsritber, journeyman pittanber, rew'eted plun*ff of a ticensad psunper verifying that ( t ) the on -site wastewater dvTo al system is 01 pruper operating couditirsti attd/or (2) agar mspeetion and ptimping (if llt"Ssary). the septic tank is less titan 113 fi +ll oaf sludge. ttawe, the undersigned have rc a4 the above tequactsit U and agree to tua at8ia the private sewage diSposal system with the ent of C ommerce and the Degartrttoni ofNatturat Rosommes, State of Wisconsin. standards set forth trereen, as set by the Dxpartian certif cat or. ssatilg that your septic sysvtna has been maintained must be completed and r ettirned to the &t. Croix County t?tanning & Z,onu4 Depannscnt within 30 days of the three Yew expiration date. 11we certify that nit stucmcnts on this form arc tntt to the best of tnylour knowtedge. llwe amlate the owaer(s) of the property describel above, by virtue of a warranty deed recorded in Register of Deeds Off iGc. Number of bedroottts t SIGN RE- OF APPLICANT(S) DATE ** *Any information that is misrepresented may result in the sanitary permit beusg rtvaked by the Ptac uir, & Zoning Qepazfcrnent, •" Include with this application a morded w,=enty deed from the Register of Dccdx Offiec and a copy of the etrtsiind survey map teferesnce is ttsade itt the warminyr deed. (REV.. 0910) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page __L of Division of Safety and Buildings in accordance with Comm 85. Wis. Adm. Code ` County h to site plan on paper not less than 8 112 x 11 inches In size. Plan must ` Lit n t limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. O � /O J / 3 perce a. scale or dimensions, north arrow, and location and distance to nearest road. J(Gr i G1 r Please print all informatio view / e , �te q Personal information you provide may be used for se onrm S�rtrQcy Law, s. 15,04 (1) (m)). Property Owner Property Location Q C 2009 GoN. Lot .S� 1!4 Kf 1/4 S T 3 ' N R 1 E (or 16 111 a Property 0wnersMailinflA rests I p ?Q C of Block # Subd. N me or CS # �' a 1 (P a JT • CROIX COUNTY $V �' E )I City State Zip Code ily [)Village .A Town Nearest RUd ' Awkjc w&,AQ, uo, s yp r7 is g - 37'fle a N 2 ❑ New COnstfuctlon use: Resldentlal / N bar of bedrooms Code derived design flow. r ate __ GPD Replacement ❑ Public or coma vial - Doschbe _ --- Parent material 1 Flood Plain e;evation if applicable General comments = S V Jae,t 5_( 0L p a - 7.S a !I t Al 11bU> ~ % M�V and recommendations: T Q n I l l Boring # � Boring Q LL �� JJ ® pit Ground surface elev. _ S ft. Depth to limiting factor _ in. Soil Application Kate Horizon Depth Dominant Color ^edox Description Texture *;rSM�W- Consistence Boundary Roots GP Iff in. Munseli Qu. Sz. Cont. Color 'Etf#1 'Eft #2 . uq� C;1 r pyQs ' -- --, �, w�•r Gw r F 3 "(A y —' L 1nnFr - C • g Y F F 7 'K R L r" rh - L ® Boring # O Boring 7 !� Ground surface elev. _ ft. Depth to limiting factor In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture SWcturo Consistence Boundary Roots GPD /tf _ In. Munseli au. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eft #2 jL 40 y 3/ S r2 Q� � MAX Y W776 tv/k ; ' Effluent #1 = SOD > 30 220 mg/L and TSS >30 < 150 mg/L Effluent #2 = DOD < 30 mg& and TSS _< 30 mgrL T Name (Please RMI) Signalur CST Number d ress a ® .f..� S.� ale Evaluation Conducted TelT N ,ra•: r: +c teat Ito -1 I ' d g 71 •� cy� Property Owner to 14!R'h Parcel ID # Page'._' Boring # ❑ B or i ng pit Ground surface elev. _ n. Depth to limiting factor _ 3 in. Soil Application Rata Horizon Depth Dominant Color Redox Description Texture Stnicture Consistence Boundary Roots GPD/ff in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. 'EH#t I 'Eff#2, 3 l- S K iM at L o 44 Nvw. 3 112 s4Rq - -- �---�- L 5.bk. . cw 11 vF1 9 7 L rn I � -- --- , D Boring # Boring ❑ pit Ground surface elev. h. 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 Boring # ❑ Boring Pit Ground surface elev. _— tr. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOIff In. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. 'EW 'Eff#2 ' Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/l- ' Effluent #2 = BOD 130 mg/L and TSS < 30 mg/L The Department of Commerce is an yual opportunity service provider and employer. If you need assistance Eo access services or need material in an alternate format, please contact th? department at 608 - 266 -3151 or TTY 608 - 264 -8772 Soo•$ )JO (R.6b00) moo now r�.b i� .�.► � V �� .rr TT .n +�!:l 4L �+I- al 9 tt I : 1 , i r , : +� AD : a- ! ta -- - - i d I - � tY �.- _"W At - _ n CO) o ■ - � k 7 § § R � e � « T E £ 2 f � (D � m � . \ X § 0( (ƒ/ 0 ° t t § 8 Q • ) k k 2}\ 0 Cr 0 2 2 © Q c; m 03 I k -4 ° j_ \ ) / CD \ \ C) % 6 \ a CL 0 M ° m E g § © 'o 0 \ \ \ \ \ / q § � m ® § \ \ / 2 q $ § 0 CO) ° CD % , , 0 0 0 M } .. � , a @ ca / 0 E 7 ( 3 /ilk % \ (D % \ \ 7 > CD 0 \ X29 /a k § m CD 3 � 00 : Oro 2CA 2 \ / 2 2 � } / z / , @ 2 k m ) �k !�q ; k F 'f 2 _ ] \ m o A § 7 ? k 2 r,$# a 00 I 7(ƒ R �2(n §a z � mn : co . CL \ k\ \ k n0 . # CD D i ) ƒ $ 1 CERTIFIED SURVEY' MAP Located in part of the Southeast Quarter of the Northeast Quarter, of Section 16, Township 31 North, Range 17 West, Town of Stanton, St. Croix County, Wisconsin Bearings are referenced to the St. Croix County coordinate system. Basis of bearings NORTHEAST CORNER is the East Line of the Northeast Quarter of Section 16, Township ,,,Forth, Range 17 Jk (SEC. 'e West, which bears N01 0 00'49"W. '"�' (SURVEYMARKSPIKE) GARY M. _& _AR_LE_NE_ H A L L EE N t Vol. 855, Page 84 x Doc. No. 452909 UNPLA TIED LANDS 89'38'10" E 217.50' �I `a 33'i 33' N N O s P.O.B. N I, r — x S 89'38'10" E 17 —i 184.50 k I M A, N 50 co % � V io j 3 k zI t o N I\ QI oI s LOT 7 Q o� o TOTAL AREA: 1 W 1 Z 173783 SO. FT. W RE � ® J 99 ACRES (n v I WELL AREA EXCLUDING R. 0. W.: I 2 v 161604 SO. FT. b Z j 3.71 ACRES P 0 "I 4- I 2 W 403. 6' N 8 6'3746" W 436.16' ✓DINT DRIVEWAY EASEMENT r7 UNPLA TTED LANDS I -- - - - - -- 133' 33' NOTE: The parcel shown on this map are subject to State, County and Township ! EAST QUARTER CORNER laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). SEC. 16-31-17 (2 "IRON PIPE) Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice. C * 1 0 q JOB # W1057SU286 Prepared by: LEGEND q 100 SCALE N FEED. 1 Ywh -- 100 W J o aOgGroup,Inc County Section Corner Monument Phone No. (715) 246 -4319 Set 1- 1/4 "O.D. x 18" Iron Rebar Prepared for and at the request of: Fax No. (715) 246 -3830 weighing 4.30 pounds per lineal foot Steve Halleen P.O. Box 325 1580 Tamberwood Trail New Richmond, WI 54017 ^— x -- Existing Fence Woodbury, MN 55125 Sheet 1 of 2 50' Building Setback Drafted by: KLT 1 � I! �i Il II i l DOCUMENT No. ! WARRANTY DEIED ) T-1 11— RC9CRVEJ Ar., e���R�,r,� c r i' f I STATE DAR OF WISCONSIN FORM 2 - 1882 I �— VOL - - -- -I II Si even..S..�ia7leen,...a.sii .e ..pers.orL _....... I � RO r Cad.. V 1 I� ........ ............................... .............................. _..._.............._.•....... . 4 fu >2�corti . ........................... . . .. .---------------- ..- .....-------------- - - - - -- ----------- •-------- - - - - -- AUG 2 6 1983 _..........._- ......._. -- •-- - - - ... ...................... I I conveys and warrants to ....Qax ?.T_2— Jfalleen- =- d .- Ar,lerme._I ....... . ......... I _ (( 8:30 A - falleen,..huaband... n - wd-fp- .- a._... odd- t..terants,_.ard.--•-•-- --.sialleeTl_ n� II i - - ._ ....................... ..... I ......... ............. _.. .... .......... ..................I ................. I ' ...................... ............................... ... ...........•::................. I ii ......... ............. . ........ ................... ............................................... ..-- _......... .. ... -..... ............ .............. ........... ...... ........... ..... :O .. ........__..... ... .... ...... ..... . ----------- .__..... I ', .I .... .. ......... !I '1 ji the following described real estate in .. ........_st'- _- e- r�'-.3.�G ... .. ..............County, -.— =--- .--- - - ---• -- _ - ----- --- - '. - State of Wisconsin: Tax Parcel No: .............................. 1 ii East 435 feet of the INS, South 591 feet cf the East 1565 feet of NEti, �i All in Sec. 16- T31N- R17VI. (I li 11 ^r 1' g it •"' � II � I! I ii I i} II II � I I I; is riot ..._ homestead p ;• I This ._.-... -.... •.-. .. .. pre erty. (is) I I Exception to warranties: Lcisting highways, easements and rights of way of record. i Dated this .. ...................... ....... .... .......... say or .. ............... Aft .... .......... .... ...... . ........... , I9_93... II �r J �r. _. (SEAL) _.! ...................... ...... (SEAL) ....... l II ........ .....__....... ........ . ... ... .............. (SEAL) . .. . ..... . ............ (SEAL) I JALUTHErNTICATION ACKNOW1,10DGWENT - II STATE OF WISCONSIN �! Signature (a) - •--- ------- '............ .... -•------ -------""------•---- I ss. i --- -------- --------------------------------------------- St. c - 03.70 - County. . •---•- --•-- ..- ---- --------------- - authonticat •`•�.]� {I :cd ay.:e day f q Personally carne 10 - 93_.. the above Immed - -..-_- __. ..day of I ....., _...._..�_, ° °----- •-- ------------- ----•� I=------ ll ------- n---hPf,rc me this ' AupuSt - -- Steven HalleEn ! ....... .... .............. ......................... --- - - - - -- --------------- --- -- -- -- -- -- --- -- --- ---- - -- - - -- -- -- -- - --- - •• - - -- �. TITLE: mEmBEn sTAT- 13AR OF WISCONSINi ........... ............................. ._- . .. ... �{ (I£ no ....... OG _ ... - ....... ..... �i ►!9ilA ; authorised by § 70Fi., W is. Sta%s.) b to me known to be the person .�-w % o a i .,,. i foregoing instrument and nckno�'! � ; ilt�saln�c� , . / � ^ - THIS INSTRUMENT WAS ORAFT �D BY g QT ,� ' Attorney llavid J. Estreen c gg,���+++ ii __ ...--- ' --- -- •----------•---•-•-••-- .._._... // - n .• I •.«!iF �4 t_..... - en ..(.... .... '-. ........ ... II _ -- 621 Second St. Hudson - -- Notnr�Puhlic . ?�f. . ? yt� is- nga CL ( ` -- -- My ('nmmiasion is permanent. f.� • r s (Signatures play Le authenticated or uoknowledgL -d. L'.,th t� _ II ere not n.:cas9ary.) .`_ a'e � date ° .lam— of p—ona algring to ar.y capacity nh—ld br -)—i — 1.1•In —I I—Io— I.h�ir ail, nnu�rc•,.. II _ i : W z.nn5111'.pOM Wank rn Inc � FORM No 2 —. t:. v'� Mriw.�.,4en. W.•ro��:n r— - Parcel #: 036- 1036 -40 -000 06/27/2007 02:11 PM PAGE 1 OF 1 Alt. Parcel #: 16.31.17.232A 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 - HALLEEN, GARY & ARLENE & STEVEN S GARY & ARLENE & STEVEN S HALLEEN 1580 TAMBERWOOD TR WOODBURY MN 55125 -3302 Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description SC 3962 NEW RICHMOND Z h /,/ J 71 SP 1700 WITC � / / _ UT �t Legal Description: Acres: 25.189 Plat: N/A -NOT AVAILABLE SEC 16 T31 R1 7W SE NE EXC P 232B & THAT Block/Condo Bldg: PT TO P232A -10 AS DESC IN 855/84 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 16-31N-17W Notes: Parcel History: Date Doc # e Type 07/23/1997 ��L�Lf S 1030/161 WD 07/23/1997 / 07/23/1997 836/13 2007 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations Last Changed: 04/16/2007 Description Class Acres Land mprove Total State Reason AGRICULTURAL G4 23.000 3,200 0 3,200 NO OTHER G7 2.189 18,000 132,900 150,900 NO Totals for 2007: General Property 25.189 21,200 132,900 154,100 Woodland 0.000 0 0 Totals for 2006: General Property 25.189 17,300 132,900 150,200 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 N. N. 4 f:.: POLK COUNTY L 6S ✓ei/ 9osen O/e i/s c 9vh 90 i�aB B Ausen Me �=- /I/ 73 ! G'a o% 6ra.,er � `� boy cIarofi,z on Lam ¢ V ,�iu en�a �/63 New zs6 �� AoseQn.7 tl , V 0 a /th s uE 2017 l hmand 0 N �R J y �,� Ana�oson • /6B w tl� /6o a ®laher/' heel W Q C Za9 /ar ti tiLeon Roche f/e %i7 AuskBo C h� f /ayd C CX v b r6o z n Tohn FMa Wind e v Lo /a 0 C� 40 � 4oche �.� 4o Nanten do ✓' iP.cha.rl,jJ ba,� C ° 3l fou,Es \ u ■ 44 y` `c �LU 140 .�G \ Cf V /6 o James H . i i. V H Y v f/a wa d f �k p Wa e Leo Ma of "' a /o%s 76 Maw I? /e ao f/am�ne s h p 0 ac a,rfe T c C •Kue ergo F /oyd Bo �O �o �'y ° ` /so \ v ¢o • Ta es m A'Y c,.r • CC�5� c7oh on '.' 7 r�c iff nan ao /3e/h/e ✓moo � u Bors �V o o rzO } P r s 4 Mavis Croes rho /6 (IIYII_�N1 a \ S i97 �\ .W � U� � • __ l�^-J 303.7.+ /6o Z¢o ( <) ^ Reed .ar �Ci W1 h L eo a,d f NJu i C �` I/o %�ecf 40 7.r% K f/en y /s7 eta/ C 1s4 .Doo eE /i.o� • /sg ue9er • Kci /en 60 Ccisdhame /a ` 76 -a d 9/ m c (� / //a n La Vem_ Vl ' tl f F /`/e/V -7 d call ,Ciec l/eri7 v W cTa re du2ne s Amscfi /e Cor rad sNfa n f l/o%Ee,7 /6o Be f/7ke Jacobso 'Y46ea/) Q F 0 0 tl� j 4o zo Ja ys // ecman ' Lamson Loo 16 cob�� it �� �Q0 Larsa,> /6a Eo'wacd k V �sch.Fe / ` O u y • M�, ec Leo6 ,p 4 , /oa I • Wi /BSc �7� �hW° �� � HoP.Eins Fian.E /i,7 •/i/ammeS eau /f � R. p Ei6s /s rzo /�owa. - d Z/ V & N. 'Aa -,es /60 / Jhnsl�o� /'hel7-5 260 V Be Q L� //a 7 C Kun e B Bcff� B d H Me /i 40 4o W I .D/rz ke v� fCa,res C� E C G e g o h o a F , Pa/Ph v /y . o o Z J o C N AohecY s Pam/ �/ 41 C e/f U � �asfens Clayey 'sd /s6 3 v � h pl /6o Weimar /sc.s efux Old /Pa /a,�2 ,eaia„d °' /60 32 C /6a ,sue Edwa.d So zao 61 Paye e y /e Jaecfi�d O H N .se �7 /easc pct/ • /// Gac sKafh. o� J ltii - 71 hce De /be >s 20 . cS Sr , 0 c Fra rk fiouser F /oyd 140 ., �iamPer'f nda- 97 fePhens Cry /J Nan zccz 160 ' J/D sfo/7 Lu nph ryJ /6o E den c do V r4o ,bo E /mrr ¢ Frt c • �dw. �BBz 76 Leman a Frdy •.F� /ZO �v u�kec 40 Qa n va% C do o eta/ /60 /ycN 4 .Barer/ 6S ai � rzo h N 97 Ben. e9 n °�0 amac ,zo B1 y tl U /ich ��e u„ /do Chn'sfan4 V J� 7 "^ Hafc% I✓ar /s6 � !W E. J ll. p p Eu ene 4a \ > V. irk lea fire u o- C C L4 ✓on l ,9. J/in A • .7.36 �y tl�'j Bo do C o Bach sf v Wh a 6.47 �i7 / /is 37 ° . oj c , ��4� �a� �m,n • asp : zo Nee /scTea • 9 /c �. 9 64 Ko�.n s `Tae //mos • 9 ¢ j Fi anCO /S Pcorc cso 79% Tam 90 ka�/ /-zo rzo {4/e�e/ Bros. /q/a nc 5 L�+aise �'ad5/ T A /an 5 Leo j NE RI H OND VV 3-0 Faeces We /rs Ba Tanest arnPe� andrn �osseau hss /60 Be/JSen /S6 _ Mo k P>e nacd rsB.a '�' ,R. .zoo 317 41111117 cBdy L �,I�L /S7 "'i //oP ® C zoo Fiv'tncrs R* Ca/ 4 Phy / /is H.s. A ...ak f/a vet/sE /a/ei7 a 0 0 mPfirc`y �a/' /in Powacs rYt MI sao: Rio Cfir'i Tian sore /60 0 �kk- /20 GOOSE /Jac y, POND - /60 ©/ 71 .Po ,zo , ¢ /20 • �( /L 4D i... 9 cE ocd Ma/ �6 /s.,l c. SE£ PAGE sf. Corti ou y yt/is. POLFUS IMP q� G Now ranite eC Wo ks IMPLEMENT INC CANNING CORPORATION PHONE: 246 -2011 PHONE: 246 -6565 - -- MARKfAS - MONUMENTS eRONZf TABL ETS NEW RICHMOND, WISCONSIN NEW RICHMOND, NEW RICHMOND, 54017 WISCONSIN 54017 WISCONSIN Wisconsin Department of Health and Social Services Plb. #67 3/70 Division of Health SEPTIC TANK PERMIT APPLICATION TYPE or USE BLACK INK A. OWNER OF PROPERTY Name Address (Street, City, Zip Code) Be LOCATION OF PROPERTY WH ERE SYSTEM WILL BE CONSTRUCTED ALTERED OR EXTENDED COUNTY Check One: CITY VILLAGE LEGAL DF,SCRIPTION S A6�'VK v Qbj ClC[i1 -`� Sl G TOWNSHIP C. IS LOCAL PERMIT REQUIRED FOR THIS WORK? _ X YES NO J C� PERMIT NUMBER D. SEPTIC TANK CAPACITY L' Gallons NEW INSTALLATION REPLACEMENT ADDITION MATERIALS: Prefab Concrete Pourfd n Place Steel Other NUMBER OF TANKS TO BE INSTALLED: 1t' E. TYPE OF OCCUPANCY f Cheok Ones One or Two Family Residene'a Commercial Industrial Other T Specify) Number of Persons to be Accommodated Number of Bedrooms J ` F. APPLIANCES, ETC: Food Waste Grinder YES ± NO Automatic Clothes Washer YES HO Dishwasher YES NO Automatic Pota Peeler YES NO Other (Specify) G. MASTLR PLU MAKING INSTALLATION Name: Ci' rJEF� ,4 r Address: License Numbers C'` ��Ciy) TIP i2 6 Signature of Applicants J ('�-Q ��' MP RSW Address f ) /t C ii' ff I Cl/;i H. (T be C pleted by Issuing Agent) Date of Application % 7, l /,r Fee Paid # Permit Issued (date) 7 /.2 / A/ Permit Number Agent (Name) -1 i j, / (E / il % f /i' f Fors Torn, Village, City, County, etc. (Specify) Notes The application cannot be considered for filing until all of the above questions are answered and the fee paid. Agents will forward arp ;leation, the fee of $1.00 for each septic tanx and the third copy of the perm (oanary) to the Division of Health. Checks and Honey orders should be made payable to the Division of Health, i Do not write in space below - FOR DEPARTMENT USE ONLY i t . I. DATE RECEIVFZ + ^' ACCEPTED BY ^''t y RETURNED i / �j (Initials) _ (Date) See Corres.) FEE RECEIVED v VALID. No. � �- PERMIT Noe 7_-, es or No REVIEWED BY APPROVED DATE (Initials) Yes or No • COMPLETE OTHER SIDE SEPTIC TANK PERMIT NO. R t P O R? O N S 0 I L P It R C O L A? I ON ? t S T AND S01L BORINGS TO DIVISION OF HEALTH + PUMBING SZCTIbN P.O.Box 309, Madison, Wis. 53701 Pursuant to H 62.20, Wis. Administrative Code P t R C 0 L A T I 0 N T t S T Test Depth Character of Soil Ho u's Water Test Time Drop in or Level Inches minutes Number Iriohes Thickness in Inches Sines Hole in Hole Interval Second to Next to I Last To Fall ist Wetted Overnigl# in Minutes Last Period Last period Period Curer Inch Example 1/ N 1 P - 0 36 ?o Soil 10 Cla 26 25 Yes or No 30 1 2 1/? 1/2 60 A RECORD DATA FROM MINIMUM OF 3 TEST HOLES Compute size of absorption area in accord with H 62.20 Wis. Administrative Code. S O I L B 0 R I N G'S • Minimum 36 Below Pro osed Abso tion S stsm Boring Total Depth De th to Ground Water Depth to Bedrock Number Inches Observed Estimated Observed Estimated Character of Soil with Thiokness in Inohes Example t B - 0 72" 72" Black Top Soil 12 CLaZ 181' Sand 281% Gravel 2411 '7.7 ; RECORD DATA FROM MINIMUM OF 3 BORE HOLES PE OF OCCUPANCYs 7 -- RESIDENCEt Number of Bedrooms OTHER (Specify) Number of Persons y POOD WASTE GPINDERt Yes N A Dishwashers Yes No . Automatic Clothes Washers Yes No /i E FFLUENT DISPOSAL SYSTEM: N EXTENSION ADDITION REPLACCfENT Tile Size NO.Lin.Feet T C' Trench Width .7 Depth ,3(' Number of Lines Seeeage',Beds Length Width Depth Tile Size No. Lines I Sesp2►ge Pits Inside Diameter !�� Liquid Depth I the undersigned, hereby cart fy that the percolation tests reported on this form were made by me or under rj super- vision in accord with the procedures and "method specified in Chapter H 62.20 (13), Wisconsin Administrative Code, and that the data recorded and location of test holes are correct to the best of my knowledge and belief. NAME C��� A I V /� � TITLE 'U, Type or Print REGISTRATION N0. or MASTER PLUMBER LICENSE NO. ADDRESS DATE _ �� L 1 �� 1 SIGNATURE VOL a 9wr'8 DOCUMENT lv0 j� ,B WARRANTY' DEED :: • •� -� .rd :raven ■m. nv: nr.n,...� f, ea „ I STATE AR OF WISCONSIN FORM 2— ili�8'2 #I ip ¢_, *.. J:scol�aort,. G ,� Z_. J„ Arnoks. - Flnrl Conway .... Reed forRec0d i .3acol�6ar, as Trustees of Trust Find A, anct Trust fund cre.l Ctrd..►a &, .. �.. I,:1[�.h,. W l Fincj..'TS�>?t►.t_ 9.........:. ,.. i # AP 2 1993 8:30 ( Conran M., a nts tn sc> ... I1 � vv conveys and warrants to ...,r�t.L'}If')?..r`r'... FTa:►��s;'TA .......... . ....... ...... .... 1� � I ............ . .......... ...- .......... ......_ .,........... ...... ...................... .... ..... ........ ....... ... .... ... ;.he following deecrihed reel estate in ...... ...... ........., County i' _ T ux Furcei No; .............................. �4, ere t jam we ly oc�d as s right of way by Chicago, St.. Paul., 4 1 imip-apolis and Omaha Railroad, Sec. 13; C. 16; All in T31N R17W. i This deed 3s gives in fulfillments -of a land contract dated March 1, 1989, recorded March 17, 1989 in -.Vol. 836, page 13 as Doc. No. 446177. e This ......... homestead property. (i3 not) F.*coption t.i warranties; Existing highways, .easements - and rights of way -:of - record - . - + Dated . .... ......... `-�' ......, ................ day of ......,. �'Iar.C1? ................. f Trust'Fund A "shd Trust F and B created Linder - Teat Last W 1 ste t f Conrad M. Jacobson f� f �'s:.c r...... (SEAL) • Gail J. Braoks.. Trustee.. (SEA L) �(►UIDh1' (SEAL) \ \r.Er:.Jacabson,. tee_...: _...... Conway. M.- acobso Ma r /� k 19Q3 DESOW 1.: MDERMN AUTUENTICATION Cif; O M BOMMOOLOW Srgu3tuco(a) � STATE OF County. - !D'L +� + { !2•I_ Jl_ �as":oE` =`-- � ?� _(el �_,,, -18_ Perz-_n_l!y s,ne the above named . _..........•- •••--- 1JEi30itJWL 11►1pER9[fI - — A RV A- - z rY'I r..Rpyp>t? �+7T, tii3SiN__.. _ is to me known to be the perAon S ....... who executed the ii foregoing instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY Attorney David J. Estreen 1 11 Notnry Plrhllc ..CL- +e- r- •+sue- �*- '�•'•�' �. Coerrte �. al Af. }• C' - nn.:. ^. nn .e. rs rz:: ^c ^�. (if nat. st F cs: r • nr. (Srjxnaturen may be authenticated or acknowied.•red. Buth - /jjc per.. are iso`s ne":tiawry.) date. _ ...... ...... .:. _. ..... } - ii 0ATRICIA A WEBSTER _ *xwn� of Verson. sigma` in any eaGaaity zhual3 bo tram or p. !'�''•o— thr ' =nnivrra. - ilila U� 60 ;� LYAlKn:AN" DESD �� -A 1'It UAK tlir t-.�c.v:�t:•rry Milwaukee W+6Cen3 FOliRi Parcel #: 036- 1036 -40 -100 09/11/2009 08:23 AM PA 1 OF 1 Alt. Parcel #: 16.31.17.232A -10 036 - TOWN OF STANTON 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 - HALLEEN, STEVEN S STEVEN S HALLEEN 1580 TAMBERWOOD TRL WOODBURY MN 55125 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description SC 3962 NEW RICHMOND SP 1700 WITC Legal Description: Acres: 14.811 Plat: N/A -NOT AVAILABLE SEC 16 T31 N R1 7W PT SE NE AS DESC IN Block/Condo Bldg: 855/84 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 16 -31 N-1 7W Notes: Parcel History: Date Doc # of /Page Type 07/23/1997 999/582 WD 07/23/1997 07/23/1997 836/13 LC 2009 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06/09/2009 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 14.811 2,800 0 2,800 NO 00 Totals for 2009: General Property 14.811 2,800 0 2,800 Woodland 0.000 0 0 Totals for 2008: General Property 14.811 2,600 0 2,600 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 I ' Parcel #: 036- 1036 -10 -100 09/11/2009 08:22 AM PAGE 1 OF 1 Alt. Parcel #: 16.31.17.229A 036 - TOWN OF STANTON 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 - HALLEEN, STEVEN S STEVEN S HALLEEN 1580 TAMBERWOOD TRL WOODBURY MN 55125 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description SC 3962 NEW RICHMOND SP 1700 WITC Legal Description: Acres: 26.818 Plat: N/A -NOT AVAILABLE SEC 16 T31 N R1 7W PT NE NE NE NE EXC THE Block/Condo Bldg: E 435' Tract(s): (Sec- Twn -Rng 401/4 1601/4) 16 -31 N -17W Notes: Parcel History: Date Doc # Vol /Page Type 07/23/1997 999/582 WD 07/23/1997 855/84 07/23/1997 836/13 LC 2009 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06/09/2009 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 26.818 5,000 0 5,000 NO 00 Totals for 2009: General Property 26.818 5,000 0 5,000 Woodland 0.000 0 0 Totals for 2008: General Property 26.818 5,300 0 5,300 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 W 'a - OOGUME:N7 NO. »!,s SPgt: a1 RCSERVf:D FOR FeCDI:DING DATq ; CT �1TC. RAA � RI uvvi, � a �, F I `$:.` FOE.`.. � — inaa a Ra�caa for- Record Gary M, ..Halleen . and - Arlene - L • H.�11een� -- husband • an3, - .. - ., }, y -. A _.__ _wife as -- joint .terante _ _. 1 ~ygg 1 . ............. .................................................................. SEP 1' 4 _.. _ ......_._...... -. - .- ..._ ..................... . . .. ._- --- --._.. _ I( 1.15 p �} P . yy � conveys and Warrants to ..Gn7Y..1K.._.Ha� lef�n.. and..f�C�V�iI..l�t..._Kf?��et?, �� rr'�° I ' as- .tenants..in catmaon�..art.- undivided ..one- bal#.-.i.ntexeat...t.o.. � � �' IRegiewofDeeft �� yeach, -- �1b / a_.Halleen..Farms ............. ....._ ._ ....._... - ............._.... � �,>a..�.�. •�• °� I 41 - .. ..... ............... .._....... - -- - -=- - -� - ____ -------- -:._�_ 11 ... .. .. - .. ... .. ........ ... .. ... .. .... ..... .... RETVRN TD 1 — –__: vr. �_._ _ - - _.. _ . tho follca•1ng described rcal e5: ate in - ......$1;._..GxRi. . ....................county, . / —�: `� State of Wisconsin: NO/ ��i /V �'" l I` T uR PATCeI NV : ... _...._ The Noz 4 hw�:st five acres of ttve NorClawetst; '(NFV$) df Sect on �21ty�► two (22) , 4l Township Vnirty -one (31) North, Range Sevunteeii (17) West descr5l - llows : � Ccactlsencirag at the Northwest corner of said Northwest Quarter of Northwest Quarter (NWI i; of Nwi) ; thence East along the North line of Fai r1 Ntirthcacf =t Cli.a,?i or cF *T F >^.rss � it i Quarter (NW} of NWJ) a distance of 466.8 feet; thence South parallel with the West lineli of said Northwest Qruarter of Northwest Quarter '(NWJ of NWJ) a distance of 466,8 feet;i thence West parali_l with the North line of said Northwest Quarter of Northwest Quarter` (NWJ of N'slj) a distance of 466.8 feet to the West line of said Northwest Quarter of (I Northwest Q<aarter (NW(I of NW$); thence North on the West line of said Northwest Quarter) of Northwest Quarter (NI of NWT) a distance of 466.8 feet to the point of beginning. II 'j II I � it u ii II I �C � Ijl� it 14 Thia - 1i3_not. holnestead property. (� {� (is) (is not) l Exception to warranties: i i l 1� j 4-0 ;� Dated tili5 ..... .......... day of .... . . P � � 2, 10. .. I� !4 .............. _.(SEAL).._........_....... (SEAL) i� Gary M .. Halleen . ................... I 1 � . Ar],ane,- I,,,,,11R11een " ... - ....... II �i AUTEKENTICATION ACKNO L DGMP N T iI (4 `.`iignattlre (P) ___. _....._ �! �JYJ STATE OT �� { W J!-r r Orl1 aa. I� •- -- County. �I authenticated this ._____.day of...___._..._____..__ 18....._ f'r_rsonal)y came before me this ...day of I c i �- �'�'`=?:= ?f��l� ............... is 9.9_.._ the above named - - e an Arlene L Halleen I.! ••----- •-- ._.... - -- - - - -• - -• -- ---- ..- ......_..... - -• -- .. ...•- • .. ....................... ..................... 1 TITLE: MEMBER STATE BAR OF WISCONSIN " ................ ...........•................... (I.f not, ...._... __ _ authorized by § 706.06, Wis. Stats.) persons .......... Who executed the to me kn wn to be the jl foretr in instrument an a wledge the ea f ', —IS INSTRUNIFNT WAS DRAFTED BY 1 Reinstra, Van Dyk F Needham, S.C. ( �- .��,...... -. ,I j - - - - .._.._... .... .. 201 South itnowles Avenue> Box )7 ".._- ..__.... __...,eJ��-)��y}. ,�...._ ; . ° :Gw - .aa..lTm:: ia�i.,-.. i7i..... j�rv= a- i . .......... .... .. ......._...... rotary Puhii `�COUntt•. SVis. (Signatures may be authenticated or acknow}ede-ed. I oth ivl�' Colr,!�ris p ' ` lliration ° �o L`�' ) are not necessarv.) yyyy���� o .te .NOTAItT 1'UBN6- MH1Nl64TR - .,.r_. � �,.�,r ..... �:.I,:. .n _o.I ..1 r�:• •i n, I.,.. , ,, Ir x;r. - .,rte N __ __ Bh'iRT ai �s•wNtvwvV _ r.�. - .. � �Nl - � - e . ins W knnA NTY DEED S1'ATM BAn or WISCONSIN VV�sconz�n laaal Blank Co 111c FOR"' Nn •,1— 1: f.1 �.;��Ln,:.n y Page 1 of 1 Pam Quinn From: Kevin Grabau Sent: Friday, July 31, 2009 11:12 AM To: @P &Z Code Administration Cc: David Fodroczi Subject: Steve Hallen property Hey everyone, Dave (Dave Fodroczi) had received a voicemail from Dick Hesselink, Town Chair for Stanton, asking about some issues on a property owned by Steve Halleen. I looked up some information and left a voicemail for Hesselink this morning, answering his questions. I put the paperwork on Alex's desk, as the Town has supposedly signed off on a CSM map and rezoning for this property. Hesselink also said that Halleen told him that he had a current, valid sanitary permit issued by P &Z that allowed for him to add 1- 2 bedrooms on his existing house. Hesselink callied since he has seen no paperwork from the County on any of this. Well, I did some research and found that we have no recent rezoning application, there has been no recent sanitary permit issued (but we do have a recent soil test from Donna Stark dated 6- 18 -09) and the only CSM we have record of was given approval in 1999, but was never recorded and has expired. I put the soil test with the paperwork that I put on Alex's desk in case someone calls about any of these issues. Thanks. Code Administrator St. Croix County Planning & Zoning 1101 Carmichael Road Hudson, WI 54016 715.386.4680 keving@co.saint-croix.wi.us 7/31/2009 y 0 C4 O 3 v 0 M o i ° c M A I 3 " •c v '�„ n 0 O N (Nn C'i p N D1 41 pW e� f;• = J o > j v O. w (D O- N O p M [^l N C O = V W C 1 N Cl 3 co N 7 Q CD rn 3 <D a (D 0 a o D o 6 y ( Q � '� p O �1 N to z O co t1 N �. C nD C C) 0 v 3 _ p CD N N-) i N � Z Co Co CD 0 r ti O !�1 CD o m 3 ! te a 3 3 3 3 o CD vvQ',I y O Q O m d � o n N Ztt -4 DCDo O (p 0 O "00 O Z 1 O � CD !'r • O 0) w �7 T N .0 —' F CO N C (D � N N O- C Q CD c6 O I A n N a 0- d .. CD a cn j W m W m m o. m Z A ;o o z 3 m J CC N < O CD W pl N O fD O ' (D ''II N O- (D to (D CD 0 CO N N C CD O m O N F N O N 3 Op X O o N a m w C I d O. I N O CD •6 O I �j ti O b ( �. 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RQ11 u. " 111 ( I ` u i c ? oo c p hrl VII lIIO nw" n �,IroViylilil 1111u� N O N of N i N ': c p 9]lin� l 4 (I iu I� n l n �i ^. i ill v _i P x V • I� 01 I P��7 {��. �l (�d 6 `,Iq C : ,, �, III II o�011����hn Ir N ° — Z � y 1 ���V� ° � I L I p v � n '� uili bob 1pKi dii � �� y 1 I�IoIP14nIN °I� q< �, d11I 2 - n 5 yynl I III n � Y' nrr rtal�i I I I I II Illl�u I l i II�II�dUiIY a C: sl " III e Ln v 14 °' £3 Q "}..ua a iFnl! (III _1Y) n .I ,x v Ii lNii it l$� 1 86/12/2889 87:44 " wWS2487839 SUPERIOR AUTOMOTIVE PAGE 83 w, seoraln Deputment of commerce 'SOIL EVALUATION REPORT Paste -4- of Dlvblort at sldity and "dings in aoo0rder" with Canrn 85. Win. Adm. CoQe �' { Attach oornptets site plan on pa per rot less etert f 1/= a 1 1 In a In size. Plan must County � . ce P 1 14 Include, but not AmW to: verYcal and t�q ttofttat pdbtt (OR. daction and Parool LO. Q� P=W slops, mete dimensions. north land. W4 Wtaftn and distance to nearest roam. Please print aft Intarm#Uon. Revlewsd by Qa/e Psrsaar Y#anwe M yrut taovrda aa e e UM ler SOMA" ON 1 — 6$ lPAW*" Lsv, s. t 3.01 i 11 010, epery Prapetty lnwlion L Govt. la .S '. 114 1/1 S T $I - E (w PMO" Net's Mouinp A&*ess :ol 9 Block X Subd. Nww or CSMh at a S • CRY Wte r ri City ❑ ViiMace la Town Newest W R - L © 3r1-. 0 NewConxtucWn U19: V6 Rooldentlal / Number of bedrooms Code derived design now rate w _ CPO eoacemsnf 0 Public or M" (001 . Describe 16 ont met.dal _... j 4.�,.., Flood Plain Cova lion it applicabte ... t:. n::'L 5V55& S+ *0. I t - 7S �.slutl Ivw'� b•on kr-,r S w 9 7. y�' 91.A' LP V N (( �, �� t3orfnpx ❑ owing ® Pit Ground surface oiev. i s. Y a }t. Depth to limilinit factor �� , in. SW Applica Rate Horizon Depth Oontirtant Color '?edox Descripliat Texture StrucluM Consistenw Boundary Routs GPM !n. Munsee Q 'J. Sit. cont. Color Gr. St. SK I •EfdMi '1if11►2 3 Y K ir Solln C Q Boring Pit Ground surface elev. n. Dcpih to uniting factor In. so t�ptitert Depen Dominanl Cola Rodoz DoicApt)on Texture Struoturo Constston" 9oundsry Rests O i r Rol f s W Munsell Qu, SL Cum Cola Gr. St. Sh. _ •EM1 'ENN2 —all a We Elitoerd llt a BQD a 301220 ffbWL and TSS 1 t50 mgll ' ElROOM e2 a 000 130 mqk and T33 3 10 Nagle Q+taa» Signattx CSr NumA m A it ltit.!` Mile Evaluation Evaluation CaWucied Teyphone t+hatttber • ftsot ...; Etc 64 •. •t� 5 s yaw l fill r. 86/12/2889 07:44 RJPERIO2 AUTOWTIVE PAGE 85 [ ProPe+lr t7wnar LV �A I I Perin 10 M _ Pogo ... of - -- �i ❑ 6otlnq --t 99 Pit area" swum a lev. AY A. Depth to Nmitinp factor a h, Soi teatiat Ale Horizon (aapttt Dortdrtani Cdor Radon beaal Taxtwa SirttcturS COMNSianca 8oun tary R006 GPON A tllunsell Qu. Sz. CoM Cdw Gr, St. 5h. OUMNI 'EW2 � 3 k e� -� •---�- i.. S x AL SL T GMv F 7 Q soft * 0 ft ma ❑ vii Ground surfat a atw.. n. Oepth to limiting IpCtpr h. Rata "Mean otpth Dominant Cola Redoa GescrlpUon Teatwe Structwe Consistence Boundary Roots G in. Mgumn5 t Qw. Si. Cont. Color Gr. $a. Sh. 'EMI 'EIfa2 Q M rr e 0 Pit Ground sa:aee Slav, _ft. Depth to imlWV factor in, Soil Apofica Rata Morison DsPth Dwv*wnt Cow Rados Oascripman TfAws Structure Consistenp Boundary Roos AM In. MW ASen Qu. SL Cont. Cola Gr. S:. Sh. 'iew 'ENir2 ' EAkrnnt 01 a SOD, > 30 220 friary- and TSS v30 1150 nV& ' ERkrent 02 = 800,.! 30 friars. and TSS 5 30 MWL The Departmeai of Commerce is an - qua l opponunity scrvice provider and ernploycr. tf you need assistance to access mrt!ieas or need material in en alternate format. Plcate Contact the department at 608-266-3151 or TTY 608- 264 -9777. Joarsaepsoer -- -_ ,r :.... __ �a Ir P _.._.._.._.o► . . Loa dia • j ,..mss_._ ...Fi[. __.. _ _. - ._. — � - - - - -- ---- •�-- •.- - -.._. : - -• � - .. - s - ..... # _ �. _ .._ _- -.. -fir ..._ .:.- - - - - -- .__ . - - -...._ ...._.... - -- . -_ .._.. • .. ,a �- z r 4b z . .. , fir r _V. . .. _. CO 444's I ' wor b0 3 tld 3AIlOCIrV 8DI83dns 6COLMS11 vv:L0 6084JZi190 86!12!2 SUPERIOR AUTOMOTIVE PAGE 86 .. CEFi`'1'1FiEC� 'S�"�' M1�►F' � s ��__.,,,.. Located in pa 0 1 awe awii**- Nw0vaeM goer, of SOOL" 76, Towvv#9p 31 North, Range 17 t}ItWk W 941110n, St C►obt County, Wisconsin Searings are rei'erenc ed to ON at. Cp*' ► coordineb symm. wwts at bearings N&VNWs trorrNatt is the Fast Line of the Northead l'lUWW of SsCUM 16. Township 3..,,1 nun, Range 17 attG 1e -tt West which begin N01*W4VW. "` - /9tr 'aIaNCSPwaF7 t 24RY tt .Ak E NauEEN i VOL Doe. W 29 , UNAA MD LANDS °r P.O.B. i GCOW ' U LOT i MM AMA 1 4 I .199 ACM3 r { 1 7"Vrawwwr t { I U1IIPLA 7T,ED LANDS { NOTE: The parcel shown on this map are subject b £stale, County and Township E W QU4R M COMOR taws, rules and regubkions (Le- wetlands, minimise W size, access to parcel, eta.). at C. teJt -tt (2 O t m purchasing or developing anti parcel, contact the St C mm County ?aping Office and the approprbb Town Bowd for advice. JOB 8 W1057SU286 by ,n,, L�Q- Q toe JxQ � Couniv so mm Corner Monument Phone No. (715) 2464319 Set 1 - 1 /4 x i8' iron Rebar Prepared for and at the request of. Fax No. (715) 246 -3830 a woong 4.30 pounds per lineal foot Steve Halbe m P.O. Box 326 1580 Tantbenwood Trall New Aichmond, M 54017 -- °` Existing f=ew Woodbury, MN 55125 Sheet 1 of 2 51P ambling Setback tht W try: KLT 6 f G v�- �LSr�' arrd 46 U las A Lib 14 1 I l olD� rte' t, aR'z j lo a 6t- r IAt Z 9 cao (�v Dent 1.p- (D — , ,— ,. ® CS, 4 s Fes, I4 g9, .I� �s � ➢`fir mo-e- rye "Mp& c 4as 'ecc Oro ;a x CERTIFIED SURVEY MAP Located in part of the Southeast Quarter of the Northeast Quarter, of Section 16, Township 31 North, Range 17 West, Town of Stanton, St. Croix County, Wisconsin Bearings are referenced to the St. Croix County coordinate system. Basis of bearings NORTHEAST CORNER is the East Line of the Northeast Quarter of Section 16, Township 3 North, Range 17 SEC. 16-31 -17 West, which bears N01 0 00'49 "W, "" (SURVEY MARK SPIKE) GARY M. _& _AR_LE_NE_ H A L L EE N_ Vol. 855, Page 84 I Doc. No. 452909 I i UNPLA TTED LANDS co S 89'38'10" E 217.50' 133 33' a N OD a . P.O. B. O _ H S 89'38' 10" E 17.50' 184.50 1 x I i N I 2 '* 50 ' V ° W � Nt o �� I A QI _J o � I W I s TOT L AR a: I W -J W 1 Z 173783 SO. FT. QI 0 3.99 ACRES I to WIC QI AREA EXCLUDING R. 0. W.: 161604 50. FT. j l 3.71 ACRES P.^ I Z31 0 4 � I N O Z I J S Q j W 403.06' �! N 8 6 . 3746" W 436.16' JaYNT DRII wAY EA& ENr M co I UNPLA TTED LANDS I io -- - - - - -- I33' 1 33' NOTE: The parcel shown on this map are subject to State, County and Township EAST QUARTER CORNER SEC. 16 -31 -17 laws, rules and regulations (i.e. wetlands, minimum lot size, access to parcel, etc.). (2 IRON PIPE) Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice. NC rM i JOB # W1057SU286 Prepared by: LEGEND 0 100 WALE N .�,00 ,A eonsutttug croup, Inc. County Section Corner Monument Phone No. (715) 246 -4319 Prepared for and at the request of: Fax No. 715 24 Set 1 -1/4 " O.D. x 18 " Iron Rebar v � l ( ) 6 -3830 weighing 4.30 pounds per lineal foot Steve HaNeen P.O. Box 325 1580 Tamberwood Trail New Richmond, WI 54017 x Existing Fence Woodbury, MN 55125 Sheet 1 of 2 -- 50' Building Setback Drafted by: KLT Parcel #: 036- 1036 -40 -100 06/18/2009 04:16 PM PAGE 1 OF 1 Alt. Parcel M 16.31.17.232A -10 036 - TOWN OF STANTON Current 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 - HALLEEN, STEVEN S STEVEN S HALLEEN 1580 TAMBERWOOD TRL WOODBURY MN 55125 Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description SC 3962 NEW RICHMOND SP 1700 WITC Legal Description: Acres: 14.811 Plat: N/A -NOT AVAILABLE SEC 16 T31 N R1 7W PT SE NE AS DESC IN Block/Condo Bldg: 855/84 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 16-31N-17W Notes: Parcel History: Date Doc # Vol /Page Type 07/23/1997 999/582 WD 07/23/1997 855/84 07/23/1997 836/13 LC 2009 SUMMARY Bill M Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06/09/2009 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 14.811 2,800 0 2,800 NO 00 Totals for 2009: General Property 14.811 2,800 0 2,800 Woodland 0.000 0 0 Totals for 2008: General Property 14.811 2,600 0 2,600 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch M Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 `L