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006-1046-95-000
St. Croix County Planning and Zoning Tuesday, February 05, 2008 at 8:33:44 AM Detail Sanitary Information Page 1 of 1 Computer #: 006 - 1046 -95 -000 Sub /Plat: NA Section: 21 Parcel #: 21.31.16.324C Lot: 1 TN /RNG: T31N R16W Municipality: Cylon, Town of CSM: Vol. 02 Pg. 447 1/4 1/4: SW 1/4 SE 1/4 Owner: Dalton, Thomas 2268 200th Avenue Deer Park, WI 54007 State Permit: 395297 Issued: 09/18/2001 POWTS Dispersal: Mound Permit: Replacement County Permit: 0 Installed: 11/13/2001 POWTS Detail: NA Bedrooms: 3 WI Fund: POWTS Pretreatment: NA Notes Issuer /Inspector As Built Plumber Other Requirements Additional Notes Money Owed Rod Eslinger >4/1/00 - Not Required Wilson, Michael Tank x- section for 1000 gallon DT. changed dose tank size from 750 to 1000 gallon - $0.00 Jon Sonnentag Siur;e =, 0ff: No too late to have Jon sign off - he left county in 2004. existing house shown on soil report, but no record of original POWTS Maintenance Notification Scheduled Pump Date Pumped Notification 11/13/2004 04/20/2006 9/18/2005 04/20/2006 Parcel #: 006 - 1046 -95 -000 02/05/2008 08:32 AM PAGE 1 OF 1 Alt. Parcel M 21.31.16.324C 006 - TOWN OF CYLON 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 - DALTON, TOM TOM DALTON 1728 95TH ST NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): ` = Primary Type Dist # Description ' 2268 200TH AVE SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 1.000 Plat: N/A -NOT AVAILABLE SEC 21 T31N R16W 1A IN SW SE LOT 1 CSM Block/Condo Bldg: VOL 2/447 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 21-31N-16W Notes: Parcel History: Date Doc # Vol /Page Type 01/30/2006 817449 EZ -U 02/21/2001 638902 1589/359 SD 2008 SUMMARY Bill #: Fair Market Value: _,._.._.._Assesse �h: 0 .\ Valuations Last Cha ged: 09/07/2007 Description Class Acres La Improve T tal State Reason RESIDENTIAL G1 1.000 15,0 0 129,300 14 ,300 NO Totals for 2008: General Property 1.000 15,000 129,300 144,300 Woodland 0.000 0 0 Totals for 2007: General Property 1.000 15,000 129,300 144,300 Woodland 0.000 0 0 Lottery Credit Claim Count: 0 Certification Date: 04/17/2001 Batch #: PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 f Parcel #: 006 - 1046 -80 -000 02/05/2008 08:24 AM PAGE 1 OF 1 Alt. Parcel #: 21.31.16.324A 006 - TOWN OF CYLON 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 - DALTON, THOMAS P & TERESA M THOMAS P & TERESA M DALTON 1728 95TH ST NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address es): ' = Primary Type Dist # Description " 2254 200TH AVE SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 38.430 Plat: N/A -NOT AVAILABLE SEC 21 T31 R1 6W SW SE EXC CSM VOL 2/447 Block/Condo Bldg: & EXC P324B Tract(s): (Sec- Twn -Rng 401/4 1601/4) 21-31N-16W Notes: Parcel History: Date Doc # Vol /Page Type 01/30/2006 817449 EZ -U 10/06/1999 611718 1461/543 LC 01/20/1998 571501 1289/109 TI 239307 309/188 2008 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 09/07/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 25,000 65,000 90,000 NO AGRICULTURAL G4 10.000 1,400 0 1,400 NO UNDEVELOPED G5 26.430 26,400 0 26,400 NO Totals for 2008: General Property 38.430 52,800 65,000 117,800 Woodland 0.000 0 0 Totals for 2007: General Property 38.430 52,800 65,000 117,800 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 04117/2001 Batch #: PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 006 - 1046 -90 -000 02/05/2008 08:25 AM PAGE 1 OF 1 Alt. Parcel M 21.31.16.324B 006 - TOWN OF CYLON 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 - DALTON, TOM TOM DALTON 1728 95TH ST NEW RICHMOND WI 54017 Districts: SC = School SP = Special roperty Address(es): * = Primary Type Dist # Description * 2268 200TH AVE SC 3962 NEW RICHMOND SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 0.570 Plat: N/A -NOT AVAILABLE SEC 21 T31 N R1 6W BEG 22 RDS W OF SW COR Block/Condo Bldg: OF SW OF SE, TH N 250', W 100', TH S 250' TH E 100' TO POB Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 21 -31 N-1 6W Notes: Parcel History: Date Doc # Vol /Page Type 01/30/2006 817449 EZ -U 02/21/2001 638902 1589/359 SD 2008 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 09/07/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 0.570 7,500 5,700 13,200 NO Totals for 2008: General Property 0.570 7,500 5,700 13,200 Woodland 0.000 0 0 Totals for 2007: General Property 0.570 7,500 5,700 13,200 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch #: PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 006- 1046 - 80-000 02/14/2005 02:57 PM PAGE 1 OF 1 Alt. Parcel #: 21.31.16.324A 006 - TOWN OF CYLON Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): * = Current Owner * THOMAS P & TERESA M DALTON DALTON, THOMAS P & TERESA M 1728 95TH ST NEW RICHMOND WI 54017 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 2254 200TH AVE SC 3962 NEW RICHMOND SP 1700 WITC Legal Description: Acres: 38.430 Plat: N/A -NOT AVAILABLE SEC 21 T31 N R1 6W SW SE EXC CSM VOL 2/447 Block/Condo Bldg: & EXC P324B Tract(s): (Sec- Twn -Rng 40114 1601/4) 21 -31 N-1 6W Notes: Parcel History: Date Doc # Vol /Page Type 10/06/1999 611718 1461/543 LC 01/20/1998 571501 1289/109 TI 239307 309/188 2004 SUMMARY Bill M Fair Market Value: Assessed with: 52761 Use Value Assessment Valuations: Last Changed: 09/08/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 2.000 15,000 68,200 83,200 NO AGRICULTURAL G4 34.430 4,200 0 4,200 NO UNDEVELOPED G5 2.000 200 0 200 NO Totals for 2004: General Property 38.430 19,400 68,200 87,600 Woodland 0.000 0 0 Totals for 2003: General Property 38.430 13,600 57,700 71,300 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch M PRGRM Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 mnsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix .fety and Building Divisi2n INSPECTION REPORT Sanitary Permit No: 395297 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Dalton, Thomas C Ion Township (006-1046-80-000 , CST BM Elev: / ` Insp. BM Elev: BM Description: S� TANK INFORMATION 1 V ELEVATIbNDATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark Dosing Alt. BM Pi p A w V Bldg. Sewer a iy y - Holding Ht Inlet Ht Outlet , TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet ZO ,o Septic � / � � (b� , / � � � Dt Bottom Dosing L V / � X0 Header/ an. �S s /SO 4tI -rug 0 , & _3 Dist. Pipe - 4q ids z-�Z Holdi Bot. System 2,y t'f, y Z. . s6 PUMP /SIPHON INFORMATION Sd , Final Grade e Manufacturer Dema St Cover r GPM Model Number U I q - 7 Z.0( TDH Lift Fri c ion Loss Syste Hea TDH Ft z G , zq -y Forcemain 1- gth Dia. ist. to well i f SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. iqw ep DIMENSIONS - � D / SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEAC anufacturer: INFORMATION CHAMB R Type Of System: z00 / IT Model Num ---� DISTRIBUTI N SYSTEM Header /Manifold Distribution x Hole Si e x Hole Spacing Vent to Air Intake - / Z rr Pipe(s) , / —� 2 I/ f/ 7 - n i — Length Dia Length y Dia Spacing J 7 SOIL COVER x Pressure Systems Only xx Moun Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/rrench Center Bed/Trench Edges Topsoil ❑ Yes ❑ No [jjj Yes ❑ No COMMENTS: (include code discrepancies, persons present, etc.) Inspection #1 p / S I 0 Inspeecction ##,2:� /�/ �K Location: 2268 200th Avenue / Dee ,ark, WI 54007 (SW 114 SE 1 4 21 T31 N R16 ) NA Lo / t NA / — Herr N 324A 1.) Alt BM Description = fl Oai/ ' / s�,y // Wti5 Oea41- O Uel 2.) Bldg sewer length = / r �) S' �c to 6� /° �d w� /K� s �u _ {� r a'' ' - amount of cover = 7� � Q � � �/ 3.) Contour = S 5 Y y 1 ee 4th f' 14 pC $e r, Plan revision Required? ❑ Yes No Use other side for additional informati n. Date Insepctor's Signature Cart. No. SBD -6710 (R.3/97) S — 77 7 7 Sanitary Permit Application Safety et Buildings Division In accord w . VI ith Comm 83.21'is. Adm. Codc 201 W. Washington Ave. PO See reverse side for instructions for completing this application 15 Box 730' N sin, Personal information you provide may be used for secondan purposes Madison. WI 53707.730" Dcoartmem or Commerce (Primacy Lam. s. 15.04(I)(m (Submit completed form to county if r start owne. Attach com lete tans (to the count) co only) for the s � r -n a iess 8 -1/2 x 11 inches in size. County Slate S ita cmtii Number ❑ Chec t ion to previou application State Plan I. D. Number 61-0 e 6 1. A ,: Application Information - Please Print all Information Location. Propeny Owner Name ' Property Location 7`4 l,/ 1 /4 rl /4. SZ T N. Ff l 'E or Propenv Owner's Mailing Address /CS Lot Number Block Number 1-- 7-L J7 o'�Fv S �-�-►� �„ City. State Zip Code Phorle IValbcr �` Subdivision Name CSM Numbe JA c- 4 A., a,.j 11 Type of Building: (check one) ❑ Cott. Jig— I or 2 Family Dwelling - No. of Bedrooms O Village J6-Town of O Public/Commercial (describe use): O State -owned III Type of Permit: (Check only one box on line A. Check box en line B if applicable) Nearest Road Z r A) I. O New System 2, EYRlleplaccmcnt 3. ❑ Replacement of 1 4. 11 Addition to Parcel Tax Numbers) S stem Tank On Existing System GOIo - /0viE Uvv B) Permit Number Date Issued IIA ❑ A Sanitary Permit was previously issued • / ' 6 3 °? 7n IV. Type of POWT System: (Check all that apply) qr, ❑ Non - pressurized In- ground R Mound ❑ Sand Filter ❑ Constructed Wetland ❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass O Drip Line O At -grade O Aerobic Treatment Unit Recircul ting 0 Other. . S x V Dis ersaVrreatment Area Information: (� v� = 7, 00 1. Design Flow (gpd) 2. DispersalAma 3. Dispersal Area 4. Soil Appomauun S. Percolation Rate 6. System Elevation . Final Grade Required Proposed Rate (Gals. / /sq5. L) (Min. /inch) Elevation VI Tank Capacity in Total of Manufacturer Prcfab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete strutted Tanks Tanks Loe ❑ 0 O ❑ Lr VII Responsibility Statement fl 1, the undersigned assume res ensibilit for 'nstii1lation of the POWTS shown on the attached lane. Plumber's Name (print) Plumbers Signature (no stamps): CMPRS No. Business Phone Number C 2 s X1"0 7�1 = 2 Plumbers Address (Street, city, State, Zip code) VIII County/Department Use Onl ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date 1 ued Iss��-' Si sturc (No stamps) �pprovcd 0 Owner Given Initial Adverse Surcharge Fee) -C Zn r� i Determination IX. Conditions of Approval /Reasons for Disapproval: 1. This is a replacement system for a house that burnt. (See condition #3) 2. Effluent filter to be installed and mai ntained setbacks to system and residential structure must meet applicable code requirements. 4. Property is zoned Ag- residential - only one principal dwelling is allowed on this property. 5. Floodplain mapping = Zone "C" SBD -6398 (R 07100) Safety and Buildings { ' 10541 N RANCH ROAD HAYWARD WI 54843 wwwTDD #: (608) 2648777 erc Visconsin www.comm www.wisconsin.gov .wisonsin.gov Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary August 29, 2001 CUST ID No.225150 ATTN: POWTS Inspector MICHAEL E WILSON ZONING OFFICE HILLTOP EXCAVATING ST CROIX COUNTY SPIA 864 MAGNOR LAKE LN 1101 CARMICHAEL RD CLAYTON WI 54004 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/29/2003 Identification Numbers Transaction ED No. 667709 SITE: Site ED No. 634132 THOMAS DALTON Please refer to both identification numbers, 200TH AVE above, in all correspondence with the agency. TOWN OF CYLON ST CROIX COUNTY SW1 /4, SE1 /4, S21, T31N, R16W FOR: REPLACEMENT MOUND, 450 GPD OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 806171 P.0 i The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes con di and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements.: The following conditions shall be met during construction or installation and prior to occupancy or use: p; tON O f SA General Approval Conditions: • This system is to be constructed and located in accordance with the enclosed approved plans and with b S- = COZI "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems SBD- 10691 -P ( N.01 /O1) and SSWMP Publication 9.6, "Design Of Pressurized Distribution Networks For Septic Tank- Soil Absorption Systems." • 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. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirerllents of Sec. 145.135 and 145.19, Wis. Slats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Slats. • The maintenance plan for this system must be given to the owner of the POWTS. Site Specific Conditions: • 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. r MICHAEL E WILSON Page 2 8/29/01 • Surface water drainage shall be diverted away from the system area. • Materials shall conform to the requirements of COMM 84. • The designer proposes to install a state approve outlet filter to achieve the requirement of wastewater particle size. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the septic tank outlet filter will be required. The outlet filter shall be installed per product approval stipulations. • Abandon failing system per COMM 83.33. • Provide frost protection per COMM 83.43(8)(c). • Holes must be drilled with sharp bit and all burrs and foreign matter removed before installation. 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. i Sincerely, FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 BALANCE DUE $ 0.00 PATRICIA L SHANDORF on PLAN REVIEWER, INTE TED SERVICES Y . (715) 634 -7810, FAX: (715) 634-5150, M -F 7:45 AM - 4:30 PM - PSHANDORF @COMMERCE.STATE.WI.US - cc: THOMAS DALTON f MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Dalton Owner's Name: Thomas P. Dalton Owner's Address: 1728 95th St. New Richomd, WI. 54017 Legal Description: SW1 /4 - SE1 /4 - SEC21 - T31 - R1 6W Township: Cylon County: St. Croix Subdivision Name: 38.43 A. Lot Number: N/A Block Number. N/A Parcel I.D. Number: N/A 'T �fI ly Plan Transaction No.: Page 1 Index and title �Y a Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank -5; =� ; •,vEa`iCE Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications (a 0 7 Page 8 Site Plan Page 9 Lift Tank Cross Section Page 10 Filtration Spec. Page 11 Septic Tank Cross Section Designer: Michael E. Wilson License Number. 225150 Date: 07/30/01 Phone Number. 715 - 268 -6626 Signature: 5 Designed 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 3.0 (03/01/01) Pagel of 11 Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 300.00 Estimated Wastewater Flow (gpd) Table 83-443 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of - 36 inches. 450.00 Design Flow (gpd) 4.00 Site Slope ( %) 97.85 Contour Line Elevation (ft) 18.00 Depth to Limiting Factor (in) 0.50 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 60.001 Dispersal Cell Length Along Contour (ft) = r _____ 7 _ 5 _ 01 Celt Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft 1 I Influent Wastewater Quality (1 or 2) Are the laterals the highest point in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) a Center or End Manifold 2.50 Lateral Spacing (ft) If N above, enter the elevation ft 3 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) 3.83 Estimated Orifice Spacing (ft) = 9.38 ft /orifice 2.00 Forcemain Diameter (in) 200.00 Forcemain Length (ft) Does the forcemain drain back? Y q 81.85 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 32.62 Forcemain Drainback (gal) 17.33 Vertical Lift (ft) 35.78 5x Void Volume (gal) 1.79 Friction Loss (ft) 68.41 Minimum Dose Volume (gal) 25.63 Total Dynamic Head (ft) 19.77 System Demand (gpm) Lateral Diamet Selection Manifold Diameter Selection in dia. options choice in. dia. options choice 0.75 1.25 x 1.00 x X 1.50 x 1.25 x 2.00 x 1.50 x 3.00 2.00 x 3.00 x -- Gallons/inch Calculator (optional) Treatment Tank Information 750.00 Total Tank Capacity (gal) 1000.001 Septic Tank Capacity (g 1 37.001 Total Working Liquid Depth (in) wieser's Manufacturer 20.27 gal /in (enter result in cell B49) Dose Tank In ation Effluent Filter Information 750.001 Dose Tank Capacity (gal) Zabel Filter Manufacturer 20.271 Dose Tank Volume (gal /in) A -100 Filter Model Number wieser's Manufacturer Prod Dalton Page 2 of 11 Mound Plan View ------------------------------------- T 1/10B• ........ 0, J Observation Pipe — W.... .............................. 11! ............... ....... ... B° �. I L Mound Component Dimensions A 7.50 ft E 21.60 in H 1.00 ft K [ ]Mft ft B 60.00 ft F 9.00 in 1 10.40 ft L ft D 18.00 in G 0.50 ft J 7.37 ft W 450.00 (ft 2 ) Dispersal Cell Area 1 1073.861 (ft Basal Area Available 7.50 (gpd /ft) Linear Loading Rate 6.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 101.10 (ft) —{► ..rrr r,•�,. G � H � frirrriirr 2 riririii.. I F : = : " " " "' 99.85 (ft) Lateral Dispersal Cell 99.35 (ft)-1 — Invert Dispersal Cell Elevation E . D . . _ y K ] 4 J y4 J C J ). ...� � J` ... • �. �. �Z . - J, J { J Ji i J A ., J, A •.! Y ! .l�.f'. J ! • •Jk.{�.f .t {�.0 tr {• = 4 J ,�, y y J J J y 'y J l• \ 4 /' : J J { v' v , • {°•. {�.� +J_ �{ v h ti ry aJ { - s• ''ti' {'�{ J '4 `F "t.. _`� r.. Fa./4 - h..t �✓'�,+4Y+ { �....k _� -.�I.. �, ... J.S.. S. . t.. .y ..... _.� _. ._.. ..... ._ ,... 97.85 (ft) Contour Elevation 4.0 % Site Slope Geotextile Fabric Cover Shading Key '� $, T Dispersal Cell See lateral details on 0 ®Topsoil Cap o 1.5 ft • .• Page 4 for number, © :rrrr Subsoil Cap •.•••�'�'' size, and spacing of FM --C'r • e �: ASTM C33 Sand �.r','•,•• •,•': © Z ., F laterals. Laterals are 0.5 ft Typical Lateral }ifs ' `J'� Tilled Layer ,_,;,.- �.;.;;. ...ry equally spaced from 05 0 Aggregate o ���r� °,'�°:�° r��•s'r'�:•�:'�. 5 the distribution cell's J. — A * centerline in the distribution cell (AxB). Project: Dalton Page 3 of 11 End Connection Lateral Layout Diagram Center the laterals over the A B B dmenslon •- Turn -up wfball v lw or oianoutplup All laterals are identical IE- X �o I Holes dried on the bottom of the lateral equably spaced s Laterals fk force main of PVC Soh 40 (per CONW Table 04.30 -6) s Force main oonnection via tew or cross to manifold at any point. Number of Laterals 3 Orifice Diameter 0.125 in Lateral Diameter 1.00 in Orifice Spacing (X) 3.90 ft Lateral Length (P) 58.50 ft Orifices per Lateral 16 Lateral Spacing (S) 2.50 ft Orifice Density 9.38 ft /orifice Lateral Flow Rate 6.59 gpm Manifold Length 5.00 ft System Flow Rate 19.77 gpm Manifold Diameter 2.00 in Total Dynamic Head 25.63 ft Forcemain Velocity 2.02 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and - -► Comm 16.28 WAG 4 in. min. Disconnect Tank component is properly vented :t E-- Alternate outlet location Forcemain diameter wieser's Manufacturer 2 in. Capacityl 750.00 Gallons �- Volume 20.27 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 22.24 450.78 C B 2.00 40.54 P, M!1 off e levation (ft) C 4.76 96.52 r-- 1 82.52 D 8.00 162.16 D Total 1 37.001 750.00 IF Dose tank elevation (ft) 3" Bedding un er tank. 81.85 Alarm Manuafacturer ISA. ELE. Alarm Model Number I 101 H.W. Pump Manufacturer JZoeller Pump Model Number 1140 Pump Must Deliver 19.77 gpm at 25.63 ft TDH Project: Dalton Page 4 of 11 Mound System Maintenance and Operation Specifications Service Provider's Name I Hill Top Ex. Phone 715 - 268 -6626 POWTS Regulator's Name ( Polk County Zoning Phone 715 -485 -9279 System Flow and Load Parameters Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450 ft 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 ears Other 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: Dalton Page 5 of 11 Mound System Management Plan Pursuant to Comm 83.54, Wis. 'Adm. Code General This system shall be operated in accordance with Comm 8284 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD- 10691 -P (N.01 /01) and SSWMP Publication 9.6 (01181)] 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 finer 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 fitter 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 fitter 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 clogging 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. Contingency 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 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: Dalton Page 6 of 11 WMMMMMMMMM ME I 100MISSIMEMEM OMEN 0101MIESIMMEMIN OMEN MWEIMMIESIMMIS MOEN MEMMEMIESIMEN moom MIEWSIMMMISSIM MINE MERMIESIMME MISSIN kRIEWEIMMEM NEE Em ENNIS " M ME 0110hRm"l NOME MIS IN WMEI NIMMIEW MEN Offina WIMEMIE mom WOMMIROMMEM OMEN summismommm MEN NOWEINIONINEIM MINNIE OMEN MEE RMOWN IR !EEO L MINNIE MINNIE ME k Ima N KNOMMIS mamm RRM-1011WOM, ME MOVIE M h Nb, 0 i i.- 9 ft a MM, IN Emk I i0 11, 0 ii� ME M ri W WIN 9� 0 0! ' k -Zo' 4 / Op d, o YI : i 1 I 1 � I i i I i I I II I i ! , D ' I ,&m /--�2 't ro y i r+ e O� _ - - -- WLP750 -MR TANK SPECIFICATIONS DIMENSIONS: 00 �� WALL: 2-1/2" BOTTOM: 3" COVER: 4" MANHOLE: 24" I.D. HEIGHT: 61" O.D. OUTSIDE DIAMETER: 84" O.D. BELOW INLET: 42" O.D. LIQUID LEVEL: 37" WEIGHT: 5,750 LBS. TOP VIEW INLET 4 BORE NTH STOP FOR QUIK -TITS, FERNCO SCALE: 1/4" = 1' GASKET, CAST -A -SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLES: WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) LIQUID CAPACITY: 20.28 GAL /IN 4" VENT 'a HOLDING TANK: OUTLET HOLE PLUGGED -`` ACTUAL CAPACITY: 790 GALLONS OUTLET INLET LOADING DESIGN: 7' 0" UNSATURATED SOIL in � N O 2 c} s ROM SIDE VIEW W3716 US HWY10. MAIDEN ROCK, WI 54750 Q SCALE: 1/4 = 1' 800- 325 - 8456 MODEL WLP750 -MR }- SEPTIC /HOLDING TANK J Sv - o JANUARY, 2000 FILE: WLP750 -MR at t � I • M110E M US" .d A16411=12 Fillrsttloe 1�16� • The original Zabel Filter for waste flows from 3,000gpd to 4,500gpd. t~ • Disc dam design is proven to reduce TSS and BOD in residential and commercial waste flows. All A100 -12 filters come ready to accept the Zabel SmartFilter o • Alarm. ;n ��lrer • Easy to install either in the tank or outside the tank in a Zabel "< IN U'S Basin Assembly. • Extension handle included with every filter. + Commercial Filter ,t Package x100- 12xlts -FP A100 -ADA Reducers are included with all A100 -12x16 A100- 1200's they are optional Qs9: on A100 -1206 Filters Handle Parts Included A =112 "Tee (SLIMLIMLIP 1 . B =112" Female Adapter (MIPTx SLIP; ""' Certified to C =112" Schedule 40 pipe ANSI /NSF Al Standard 46 - -. - -- WASTEWATER FILTERS & ACCESSORIES 1 PART NO DESCRIPTION LIST ONE+ 10+ 30+ so+ 00Cartridg A100 -12x16 12" x 16" Case and Cartridge 169.95 133.00 108.00 102.00 98.00 A100 -12x30 12" x 30" Case and Cartridge 208.95 174.00 1 158.00 152.00 148.00 Cartri A101 -12x16 12" N x 16 Replacement Cartridge 97.951 81.00 54.0 A101 -12x30 12" x 30" Replacement Cartridge 137.95 115.00 104.00 Packa Commercial Filter A100- 12x16 -FP A100 -12x16 and 26" Basin Assembly 293.95 11 91.00 ACCESSOR Al 00/300-RHEK-SF SmartFilter Retrofit Handle Extension Kit 7.45 4.75 4.50 4.40 4.30 A100 /300 -RHEK Retrofit Handle Extension Kit 7.45 4.75 4.50 4.40 .4.30 A100 /300ADA Extension Apapter 29.95 19.00 18.00 17.00 16.00 FC100 Flow Control/Maintenance Plate 9.95 9.00 8.00 7A0 6.00 SmartFilter Alarm All Zabel Filters are SmartFilter ready. Add $75.00 to the price of any filter or filter package to add the SmartFilter Alarm. 10 C- r : o� c r��, PS. 104" S�/O T i p C 7 /C O 1 ----- - - - - -- KP1000 -MR PV TANK SPECIFICATIONS DIMENSIONS: i WALL: 2 -1/2" ° Q ' BOTTOM: SEPTIC -3" HOLDING -5" ` ! COVER: 4" MANHOLE: 24" I.D. HEIGHT: 61" O.D. LENGTH: 104" O.D. - --- WIDTH: 86" O.D. BELOW INLET: 42" O.D. LIQUID LEVEL: 36" WEIGHT: 7,280 LBS. TOP VIEW INLET AND OUTLET: 4" BORE WITH STOP FOR QUIK -TITE, FERNCO SCALE: 1/4" = 1' GASKET, CAST - A - SEAL BOOT OR EQUAL INLET AND OUTLET BAFFLES: WISCONSIN, SEE DETAIL #10 (OTHER STATES SEE CHART) LIQUID CAPACITY: 27.83 GAL /IN 4" VEN T HOLDING TANK: OUTLET HOLE PLUGGED -_- ACTUAL CAPACITY. 1,024 GALLONS OUTLET INLET LOADING DESIGN: 7' 0" UNSATURATED SOIL - -- -------- co rtd r7 21" ROM I h SIDE VIEW W3716 US HWY10. MAIDEN ROCK, M 54750 SCALE: 1/4 = 1' 800 - 325 -8456 MODEL WLP1000 -MR SEPTIC /HOLDING TANK J d 1 JANUARY 2000 FILE: WLP1000 —MR 5 aL Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County �.. Attach complete site plan on paper not less than 8 1/2 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. Reviewed by Dat Personal information you provide may be used for secondary purposes (Privac4aw, s. 15.04 (1) (m)). 1 d 9 Property Owner Property Location Govt. Lot 1/4 1/4 S T N R (or� Property Owner's Mailing Address // Lot # Bloc Subd. Name or CSM# City Stat Zip Code Phone Number ❑ City ❑ Village Town Nearest Road ( ) F New Construction Use: Residential / Number of bedrooms Code d R ' d design flow rat' BPD DQ Replacement ❑ Public or commercial - Describe: Parent material Flood ai oevation rf •applicable . ft.! General comments J 1y and recommendations: { I C. Boring Boring # '\ ,, �' ' _...- \ �.. , <• 1 ® Pit Ground surface elev. �D _ ft. Depth to limj ing factor 7 m in. ' 'A I fi Rate Horizon Depth Dominant Color Redox Description Texture Structure Con'sTtce Boundary Roots GPD /ftz in. Munsell Qu. Sz. C nt. Color Gr. Sz. Sh. *Eff#1 *Eff#2 s � / 1 ` O Boring # ❑ Boring ® Pit Ground surface elev. ft. Depth to limiting factor in. / Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 8 eT a - y 3 ed- uent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent BOD < 30 mg /L and TSS < 30 mg /L CST N Pleas rint Sign, r CST Number Address ate Evaluation Conducted Telephone Number SBD -8330 (R07 /00) Property Owner - - d L . L Parcel ID # �� -/� / -��p - tl Page of Boring # 0 Boring ti ��� ^r v Jd! pit Ground surface elev. � ft. Depth to limiting factor � in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 or F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-1 Boring # ❑ Boring El Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft 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 (M7 /00) i , -- -1= mac./ - li 8 r i m 1- I i J'A/ - -- - -- i 09/08;2001 SAT 11:43 FAX 715 268 6106 HILL TOP EXCAVATING Q00.1 0 ST CROIX COUNTY SEPTIC TANK MAINTBNANCE AGREEMENT AND OWNERSffiP CERTIFICATION FORM Buyer T� o 4.r .Ow Mailing Address L Property Address (Verification required from Planning Department for new co ction) Citylstate At Perk 47ya -� Parcel Identification Number 0 �- 0 0" DOD LEGAL DESCRIPTION Property Location �0 %4, . -S6 Sec. j� T� N -R �1 Town of Subdivision '`' . Lot # Certified Survey Map # i 3 Y.2 Z 7 , Volume .? . Page # y� Warranty Deed # t 0 Z _ . Volume Page # S house 0 yes a no Lot lines identifiable 25 ❑ no , STEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper_ Wbat you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. The property owner agrees to submit to St. Croix Zoning Department a eertiflcatiou fom signed by the owner and by a master plumber, Journeyman plumber, restrictedplumber 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 113 full of sludge. 1/wc, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. C ftfication stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. SIGNATURE OF APPLICANT DATE OMER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owners) of the property desenInd above, by virtue of a warranty deed recorded in Register of Deeds Office. / /01 41L DATE SIGNATURE OF APPLICANT + + + + ++ Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. +� Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed fY K rt•ai FFN 1 4. WOLSH RF1, - N3TFR OF DEEDS SHERIFF'S DEED ON FORECLOSURE ci i� C Fi(1TX ca., WI RECEIVED FOR RECORD 02 -21 -2001 9:30 AM WHEREAS, pursuant to a Judgment of Foreclosure and Sale rendered in EXEMPT FN DEED the Circuit Court of St. Croix County, Wisconsin, on May 5, 2000, in an action CERT COPY FEE: between: Bank One, Wisconsin f /k /a Bank One, Milwaukee, NA, Plaintiff, and COPY FEE: TRANSFER 32.40 James W. Ponath and Kathleen C. Ponath, pefendants,,as Case No. 00 CV 66, RECORDING 12.00 and, after due advertisement, the subject premises hereinafter described were sold PAGES: 2 on November 7, 2000, to Tom Dalton, for the sum of $10,760.00; and WHEREAS, the said Tom Dalton is now entitled to a conveyance RETURN TO: according to law, Tom Dalton :728 9511: Street I New Richmond, WI 54017 Tax KeyNas—hafi-JDAO and 006 - 1046 - - 000 NOW, THEREFORE, the undersigned, in consideration of the payment of $10,760.00, conveys to Tom Dalton, the following tract of land in St. Croix County, Wisconsin: Tax Key No. 006 1046 90 000 Commencing at a point on the Section line 22 rods West of the Southeast corner of the Southwest 1/4 of the Southeast cast 1/4 of Section 21, Township 31 North Of Range 16 West, thence North 250 feet, thence West 100 feet, thence South 250 feet, thence East 100 feet to the point of beginning. Tax Key No. 006 1046 95 000 A parcel of land located in the Southwest 1/4 of the Southeast 114 of Section 21, Township 31 North, Range 16 West, as shown in a certified survey map recorded in the office of the St. Croix County Register of Deeds in Volume 2 of Certified Survey Maps on page 417 a m and ^re part;-ular!.. describes' as follows: Co tr+vi , -n cin4 �it th SF MrnF— of said Sertinn 21 thence West along the South line of the SE 1/4 of said Sec. 21, 1783.48 feet, thence North, 33.00 feet to the North R/W line of a Town Road and the point of beginning of this description; thence continuing North, 290.50 feet; thence West, 150.00 feet, thence South 290.50 feet to said North R/W line; thence East along said R/W line, 150.00 feet to the point of beginning. 1580PAC,E 360 DATED this 3 day of z 4/C A" e. r' 2000• Dennis D. Hillstead Sheriff of St. Croix County STATE OF WISCONSIN ) ss. St. Croix County ) On this 13 1 - day of /L6 M1Vj,0 , 2000, before me came Dennis D. Hillstead, known to be the individual and officer described in, and who executed, the above conveyance, and acknowledged that he executed the same as such Sheriff, for the uses and purposes therein set forth. Notary Pu ic,' t. Croix County THIS INSTRUMENT DRAFTED BY: State of Wisconsin ROSEMARY JUNE GORETA My Commission: 3452 "? CERTIFIED SURVEY MAP SW 1/4 - SE 1/4 - SEC. 21 , T- 31 - N, R- 16 -W 12 - �' d vN?PN ° -- FILED a N °i pUd 2219V V 001*M CO WEST to o coo 44 19 15 0.0 0' o ° p ` Wp000i ° o, 8 BEARINGS REFERENCED ALONG THE SOU uNP�PNO� �EO� -PNO� LINE -SE 1/4- SEC. 21 LOT I , (REC. BEARING) = 0 1.00 f '! ACRE h=- 0 0 0 W 100' 50' 25' 0 100' LEGEND vi N N z O- I" X 24" IRON PIPE SET SCALE 1 " - 100' WT. 1.68 LBS. /LI N. FT. 0 0 o' `0 0 150.00' 0, EAST b _ WEST S I/4 1783.48' FD. PK SEC. 21 SE CO 1 66' TOWN ROAD sEC.2 THIS INSTRUMENT .DRAFTED BY G.C. Shaffer SURVEYOR' S CERTIFICATE: 77-60 I, Gene C. Shaffer, Registered Land Surveyor, hereby certify that in full compliance with the provisions of Chapter 236.34 of the Wisconsin Statutes and Section 5.4.2 of the St. Croix County Zoning Ordinance and under the direction of Kathleen C. Wilbur, I have surveyed, divided and mapped said parcel of land, that such survey correctly represents all exterior boundaries and the subdivision of the land surveyed and that this land is located in the SW 1/4 of the SE 1/4 of Section 21, T -31 -N, R -16 -W, Town of Cylon, St. Croix County, Wisconsin, further described as follows: Commencing at the SE corner of said Sec. 21, thence West along the South line of the SE 1/4 of said Sec. 21 1783.48 feet, thence North, 33.00 feet to the North R/W line of a Town Road and the point of beginning of this description; thence continuing North, 290.50 feet; thence West, 150.00 feet; thence South, 290.50 feet to said North R/W line; thence East along said R/W line, 150.00 feet to the point of beginning. Above described parcel contains 1.00 acres. � yG0 APPROVED t;iENE C. � SHAFFER AUG 17 1ji 7 HUDS 7 W4 ' ST. CROIX COUNTY � � �rL O`,�� COMPREHENSIVE PARKS PLANNING AND ZONING COMMITTEEf�N"N�,' APPROVAL OF THIS MINOR SUBDIVISION _PAGE 447 DOES NOT MEAN APPROVAL FCK SD SURVEY MAPS BUILDING SITE OR SEPTIC SYSTEM. \ ,JIX COUNTY, WI. REFER TO H62.20. C�1 DOOR CHIME F T\ - tl CABLE JACK 720 V OUTLET SMOKE DETECTOR 220 V OUTLET SPECIAL PURPOSE OUTLET ® WEATHERPROOF Q THERMOSTAT GFI OUTLET THREE WAY SWITCH T PHONE JACK SINGLE POLE SIMTCM LIGHT RECEPTACLE 01 ® W.P. GPI Al � C ' - -- - 1 .... ........ jo 3 ® o W.P. G6T A W.P. GPI ET ,FC1"RT PLAN 2000 -01 MODEL HOME PROJECT N.RH.S. TECHNOLOGY EDUCATION � ` r J l y V L ------- - ---------- O