Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
042-1069-30-025
o N O c 3'a 0 ri f c 3 m �• ID 3 '� CD , o st c 1 w ( A ',I - NOW Cn T. N Z O A cn N O • <• ci CD CD O ° c M c n a I> co 'O w ~ st i u o c p !+a d c v D ID o w` ♦ �`�1 (D In 400 a b CD 3 �� g A O C (D O O (n cn D a c 3 � CL O O O o �'• U) CD V 0 co w m fDV _v CD ID i D D o Q O c a � N "ftd W ° c 3 CD (D O (D (n - fn 3 C p Z A N Z O (D C 3 O < N � (D m Q � 0 A U a N Z A C A �0) -0 v, 0 D A O- c o ffi n 5 b -ao m x. W, ° - D_ -m w c fD `< F. a N @ S O 0 _ O M < rn w o O N O (D O *'< (D °O (n --{O „ma 7 N , O� o y °ao w ? (P C 7a ors O a CD ao o m p D fi ° F�v 0 CL O� v w c N ;t 3 N A S w O tv O A o 5D O 0 O CD -^^ (D V o b � (D Oq V A O O ', �. W O CL a 0 CD ti Parcel #: 042 - 1069 -30 -025 08/24/2009 11:04 AM PAGE 1 O F 1 Alt. Parcel #: 25.29.18.389B -10 042 - TOWN OF WARREN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 08/11/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - ROSCON PROPERTIES LLC ROSCON PROPERTIES LLC 1353 AWATUKEE TRL HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description SC 2422 ST CROIX CENTRAL SP 1700 WITC I , l j J Legal Description: Acres: 0.000 Plat: N/A -NOT AVAILABLE SEC 25 T29N R18W PT SW NW, PT SE NW, PT Block/Condo Bldg: NW SW, PT NE SW BEG W114 COR SEC 25; TH S89' E 806.92 FT; TH S00' W 538.98 FT; Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) TH N89' W 287.92 FT; TH S00' W 359.49 25- 29N -18W FT; THN89'W517.57 FT; THS00'W66 FT; TH S89' E 2169.46 FT; TH N00' E more Notes: Parcel History: Date Doc # Vol /Page Type 04/03/2009 892440 WD 04/02/2008 871961 QC 08/11/2006 831932 WD 08/11/2006 831931 WD more. - 2009 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06/08/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.000 20,000 136,500 156,500 NO AGRICULTURAL G4 45.408 7,100 0 7,100 NO Totals for 2009: General Property 46.408 27,100 136,500 163,600 Woodland 0.000 0 0 Totals for 2008: General Property 46.408 27,100 136,500 163,600 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 Parcel #: 042 - 1069 -60 -020 08/22/2007 10:09 AM PAGE 1 O 1 Alt. Parcel #: 25.29.18.391A -10 042 - TOWN OF WARREN Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 08/11/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - ROSCON PROPERTIES LLC ROSCON PROPERTIES LLC 1353 AWATUKEE TRL HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description SC 2422 ST CROIX CENTRAL SP 1700 WITC p 9a f� � T Legal Description: Acres: 0.000 Plat: N/A -NOT AVAILABLE SEC 25 T29N R18W PT SE NW, PT NW SW, PT Block/Condo Bldg: NE SW COM W1/4 COR SEC 25; TH S00' W 1325.19 FT; TH S89' E 517.57 FT TO POB; Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) TH S89' E 2121.90 FT; TH N00' E 1980.61 25- 29N -18W FT; TH N89' W 470.15 FT; TH S00' W 1622.95 FT; TH N89' W 1651.89 FT; TH more Notes: Parcel History: Date Doc # Vol /Page Type 08/11/2006 831932 WD 08/11/2006 831931 WD 09/02/2003 738181 2395/105 EZ -1 05/13/2003 721248 2239/506 WD more... 2007 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations Last Changed: 06/08/2007 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.000 20,000 136,500 156,500 NO 2 AGRICULTURAL G4 34.032 5,100 0 5,100 NO Totals for 2007: General Property 35.032 25,100 136,500 161,600 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 Parcel #: 042- 1069 -60 -010 06/07/ 05:22 PM PAGE 1 OF 1 Alt. Parcel #: 25.29.18.391A 042 - TOWN OF WARREN Current Lx; 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- JULIE A LENERTZ - LENERTZ FREDERICK G LENERTZ FREDERICK G PO BOX 292 SOUTH ST PAUL MN 55075 Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description SC 2422 ST CROIX CENTRAL SP 1700 WITC - 7 Legal Description: Acres: �440 at: N/A -NOT AVAILABLE SEC 25 T29N R18W =NE SW lock/Condo Bldg: EXC CSM 3 -770 & Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 25- 29N -18W Notes: Parcel Hi ory: Date Doc # Vol /Page Type 09/02/2003 738181 2395/105 EZ -1 05/13/2003 721248 2239/506 09/10/1990 462208 880/609 WD 2006 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations Last Changed: 05/31/2006 Description Class Acres Land prov Total State Reason RESIDENTIAL G1 4.000 40,000 273,000 313,000 NO AGRICULTURAL G4 57.440 8,800 0 8,800 NO Totals for 2006: General Property 61.440 48,800 273,000 321,800 Woodland 0.000 0 0 Totals for 2005: General Property 61.440 9,500 0 9,500 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 Parcel #: 042 - 1069 -30 -000 01/02/2007 02:30 PM PAGE 1 OF 1 Alt. Parcel #: 25.29.18.389B 042 - TOWN OF WARREN Current -I ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 08/11/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner O - ROSCON PROPERTIES LLC ROSCON PROPERTIES LLC 1353 AWATUKEE TRL HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acre 20.000 Plat: N/A -NOT AVAILABLE SEC 25 T29N R1 8W 0 A S1/2 SW NW Block/Condo Bldg: - Tract(s): (Sec- Twn -Rng 401/4 1601/4) 25- 29N -18W Notes: Parcel History: Date Doc # Vol /Page Type 08/11/2006 831932 WD 11/23/2004 780692 2701/084 WD 05/13/2003 721248 2239/506 WD 09/10/1990 462208 8801609 WD 2006 SUMMARY Bill M Fair Market Value: Assessed with: 149571 Use Value Assessment Valuations: Last Changed: 07/11/2003 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 19.500 3,200 0 3,200 NO UNDEVELOPED G5 0.500 100 0 100 NO Totals for 2006: General Property 20.000 3,300 0 3,300 Woodland 0.000 0 0 Totals for 2005: General Property 20.000 3,300 0 3,300 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 I f Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division r . INSPECTION REPORT Sanitary Permit No: 479231 0 GE. AL 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: Village X Township Parcel T No: Stout, Richard Warren, Town of M City CST BM Elev: Insp. BM Elev: BM Description: Section/rown /Range /Map No: (' ( 0. d /10 /!/1 25.29.18. TANK INFORMATION _Q-✓L c LEVATION DATA TYPE MANUFACTURER V CAPACITY STATION BS FS ELEV. a. Septic Benchmark �• G S� l� . /DO . o Dosing Alt. BM 57 �� Aeration L. ! 47— Y Bldg. Sewer 303' / Y Z 5' ? 5 cl Holding r t Inlet l g j1 • G i ! 5, TANK SETBACK INFORMATION St/Ht Outlet TANK TO WF 1 BLDG. Vent to Air Intake V ROAD Dt Inlet Septic ottom /Q /M / Dosing Head an. y �'D T 95.8` Aeration Dist. Pie „ • 35' �� q Holding Bot. System T n � - �n 5.0 Final Grade f PUMP /SIPHON INFORMATION ( r Manufacturer (9�4 4_lol Demand St Covel 14 � �� � ? .14/ GPM � 1o 'r "f' 7 T / Model Number ep 15;- . j • y c r y. Z TDH Lift Frictio • oss System Head TDF �" Ft 111 � f/ V. r/ Forcemain ILepgth Di Z Dist. to Well SOIL ABSORPTION B MENSIONS Width Length No. Of Trenches PIT DIMEN S No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/ BLD IWELL LAKE /STREAM LkAgHING Manufacturer. INFORMATION CH ER OR Ty�ystem: � � U / D Model Number: DISTRIBUTION SYSTEM Heade anifold Distribution x Hole Size x Hole Spacing Vent to Air Intake y Pipe(s) , ( y �' r Q Q•1•Q.i(� Length Dia Length Dia Spacing / Y - - J / SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only, Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched 4116 dr_" Bed/Trench Center Bedrrrench Edges Topsoil ' Yes No y Yes [] No !Z (� — COMMENTS: (include code discrepencies persons present, etc.) Inspection #1: " / 0 y Inspection #2: r� s. � �,0 DID Location: � 14li - Mth Ave Roberts, WI 5423 (NW 1/4 SW 1/4 25 T29N R18W) NA Lot /1 / I e Q Parcel No: 25.29.18. 1.) Alt BM Description= ✓ 1' W 2 2.) Bldg sewer length = 1 3, amount of cover Plan revision Required? E Yes A1 � Use other side for additional information. - - -- Date Insepctors Sig ture Cart. No. SBD -6710 (R.3/97) Safety and Buildings Division Count Y 1 7201 W.�ington Ave., P.O. Box 7:62 s Ctl > yL t C�iii� , WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co. } Department of Commerce 266 - 3151 Tq 2 3 I Sanitary Permit Applic State Plan I.D. Number In accord with Comm 83.21, Wis. Adm. Code, personal informal a vide // 3 / �% ;=-- ��S— � D-..��� + may be used for secondary purposes Privacy Law, s15.04(1) Project Address (if different than trailing addr "ess) I. Application Information - Pie ase Print All Irforma tion � i aEC�w � Property Owner's Na me arcel - �� JUN. 0 1 2005 Property Owner's M ailing Address ST. CROIX COUNTY ocation 12,5 A , ZONING OFFICE i i City, State Zip Code Pho� — ne Number � - SG� '4.Seedon �� circle II. Type of Building (check all at apply) T d N; R�$ o � �r S _ or 2 Family Dwelling - Number of Bedrooms Bttb[1ivtSl0lr I� CSAS P{lr ❑ Public /Commercial - Describe Use �✓�'' G : y s , ❑ State Owned - Describe Use ❑City ❑Village r ' ownship of y� III. T t l ype of Permit: Chec only on box on line A. Complete line B if applicable) A. New System Y �❑ Replacement System ❑ Treatment/Holding Tank Replacement Only l_1 Other Modification to Existing System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑Permit Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner i tV. Tyke of POWTS System; (Chec all that apply) x r f L1 Non - Pressurized ln- Ground X Mound > 24 in. of suitable soil ound < 24 in. of suitable soil ❑ At-Grade ❑ Single Pass Sane! Filter Constructed Wetland U Pressurized In- Ground ❑ Holding Tank ❑ Peat Fitter FJ Aerobic Treatment Unit ❑ Recirculating Sand Filter E ecirrula ting Synthetic Media Filter ❑ Leaching Chamber Drip Line L Gravel -less Pipe Other ex Dis rsal /Treatment Area Information: Design Flow System Elevation _ g (gpd} Design Soil Application Rate(gpdst) ispersal Area Required (sf) Dispersal Area Proposed (SO ___�_ � VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units f ^ I w t � A _(ice Concrete l Constructed Glass i I New Existing / Tanks Tanks �e 14r, Septic or Holding Tank x Aerobic Treatment Unit A - Dosing Chamber E VII. Responsibility Statement- 1 , th undersigned, as stune responsibility for ' i ustpuati on _o the POW TS shown on the attached plans. Plumber's Na me (Print), Plumber's 5i gnaw P/ PRS Number Business Phone Number IIII /<<�c.,0ti s2: lAcL z.41 Plumber's Addre ss (Street, City, State, Zip Code) VI 7Approved e artment Use On! --i ❑ Sanitary Permit Fee (' eludes Groundwater Date Issued I uin o ) I s Surcharge Fee�� _ wtt� " Rea for Denial O of Approval /Reasons for Disapproval SYSTEM OWNER: 1 Septic tank, effluent filter and dispersal cell must all be serviced / maintained I as per management plan provided by plumber. 2. All setback requirements must be maintained I as per applicable code /ordinances. j Attach complete plans (to the County only) for the system on paper not less than 8112 x 11 Inches in size —J SBD -.6398 (R. 01/03) �Sa / eAQ /uafio ,o;E s Ex'sE:n 11or laf /,.,e , —c-,`l`36' grade e/e L 1 /0' Proppstd 1"101. n d Ai /9, g2 X i /!�• off' �k ASE. 8. M. To aF % "tee bsr w /6'z ir 1Co - //. �u.(� $9o s1oP� ��tP C / d.Sf�ibu on /ade/ahat ,1 9.35/' . '^� f"B , ., ori Fi - C e•SS QteC(arE 25.3' _ 33 oQE --zA -- - - - - -- -- - S. fry. 303 SiP ✓. C. Pro Se l tr � ;a S¢r Cant. 18 tncJ, 10 er-!' Jaen4 line• WLp mk /an�o ti': � � °"'b (DO � ` fit' • �z "Pa6w: �¢ssu.ned % os a►r!� �1y2 X1.0 app ti �y '�' - NreposeQS �..�: e✓ Cov�cnebe 1 �eyS wc,p is m E, - 600K , / .2a 6 60aa.7, 3 " c,1,.y .build, Proposed N pro p os td !O q 6 e drevn e5 i c?ence v j CO PY P 8 of 9 Safety and Buildings 4003 N KINNEY COULEE RD commerce LACROSSE WI 54601 -1831 TDD #: (608) 264 -8777 i sco n s i n www.commerce.wi.gov /sb/ Department of Commerce www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary May 23, 2005 CUST ID No.227990 ATTN: POWTS Inspector WILLIAM C SCHUMAKER ZONING OFFICE SCHUMAKER PLUMBING ST CROIX COUNTY SPIA 1070 SCOTT RD 1101 CARMICHAEL RD HUDSON WI 54016 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/23/2007 Identification Numbers Transaction ID No. 1139496 SITE: Site ID No. 698663 Richard Stout Please refer to both identification numbers, 140TH Street above, in all correspondence with the agency. Town of Warren, St Croix County SWI /4, NW1 /4, 525, T29N, R18W FOR: Description: Four Bedroom Mound System Object Type: POWTS Component Manual Regulated Object.ID No.: 1018762 Maintenance required; 600 GOD Flow rate; 39 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual -Version 2.0, SBD- 10691 -P (N.01/01); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes 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. CO7ZC,1''`70I1 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. �` Q 1 The following conditions shall be met during construction or installation and prior to occupancy or use: DEPARTMENT OF Co Approval Requirements: OF SWTEYAN �h • This system is to be constructed and located in accordance with the enclosed approved plans and with the SEE CORRESPOf "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD - 10691 -P (N.01/01) and the SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST (01/81) • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption area. chs. NR 811 & 812c • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • 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. Stat WILLIAM C SCHUMAKER Page 2 5/23/2005 • Comm 83.22(7) 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. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. 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. 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 $ 175.00 Fee Received $ 175.00 � Balance Due $ 0.00 J ( .J Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday -Friday cbratz @commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 RECEIVED MAY 16 2005 SAFETY fiRBlMg PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Dick Stout - 4 bedroom residential mound Owners Name: Dick Stout Owner's Address: 1353 Awatukee Trail Hudson, WI 54016 Parcel Address: Pending Legal Description: NW1 /4 SW1 /4, Sec. 25, T.29N., R. 18 W. Township: Warren County: St.Croix Subdivision Name: North 35 Acre Parcel Lot Number: Na Block Number: Na Parcel I.D. Number: Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings ?/y Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan RCE Page 7 Pump curve and specifications : Sul Page 8 Site Plan Page 9 Soil Evaluation Report 'DEN `— CE Designer: Bill Schumaker License Number: 227990 Date: 05/04/05 Phone Number: (715) 386 -3121 Signature: Ar71,�11.� 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 4.01 (R. 09/04) Page 1 of 9 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 400.00', Estimated Wastewater Flow (gpd) Table 83 -44-3 in -sftu soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of - 36 inches. 600.001 Design Flow (gpd) 3.00 Site Slope ( %) 98. Contour Line Elevation (ft) 39.00 Depth to Limiting Factor (in) 0.40 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 100.00 Dispersal Cell Length Along Contour (ft) = F 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd /ft 1 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) c Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation (ft) 4 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) 2.50 Estimated Orifice Spacing (ft) = 7.50 ft /orifice 2.00 Forcemain Diameter (in) 4� 0JM, Fo rcemain Length (ft) Does the forcemain drain back? Y 91.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 6.52 Forcemain Drainback (gal) 7.00 Vertical Lift (ft) 40.24 5x Void Volume (gal) 0.92 Friction Loss (ft) 46.76 Minimum Dose Volume (gal) 14.42 Total Dynamic Head (ft) 32.95 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options I choice in. dia, options choice 0.75 1.2 x 1.00 x © 1.50 x 1.25 x 1.50 x 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information 750.36 Total Tank Capacity (gal) 1200.00 Septic Tank Capacity (gal) 37.00 Total Working Liquid Depth (in) Wieser Concrete Manufacturer 20.28 gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 750.36 Dose Tank Capacity (gal) Zabel Filter Manufacturer 20.28 Dose Tank Volume (gal /in) A100 Filter Model Number Wieser Concrete Manufacturer Project: Dick Stout - 4 bedroom residential mound Page 2 of 9 Mound Plan View T 1/10 B . . . . . . . . . . . . . : :::�::: J .•.:.:�. .:. Observation Pipe — K O; �] A W 1 .. l ..:. � . :::.....:.:: ::::..:::::::•.. .. ...::... .... .... ' I :� .' ' :. .... ........:.... . .......... ..........I......I............. ........................... ...... .. ... ... L Mound Component Dimensions Down slope toe extension made. A 6.00ft E 8.16 in H 1.00ft K Aft ft B 100.00 ft F 9.00 in I 9.00 ft L ft D 6.00 in G 0.50 ft J 4.82 ft W 600.00 (ft 2 ) Dispersal Cell Area 1500.00 (ft 2 ) Basal Area Available 6.00 (gpd /ft) Linear Loading Rate 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.25 (ft) --► ,rrrrrrirr,. G H � .rrrrrirrr 2�rriirrrrF. rrrirrr rri /177rii rrrfrrr,.- F Dispersal Cell 99.00 (ft) La teral 98.50 (ft) -- Invert Dispersal Cell Q Elevation E . . . D . . . . ::: Q 98.00 (ft) Contour Elevation 3.0 % Site Slope Geotextile Fabric Cover Shading Key a. T Dispersal Cell See lateral details on 10 Topsoil Cap o & 1.5 ft Page 4 for number, size, Subsoil Cap w 4 t t /�� and spacing of laterals. © ASTM C33 Sand : f F Laterals are equally Tilled Layer 0.5 ft Typical Lateral spaced from the 0 Aggregate v o Q. distribution cell's ' centerline in the A distribution cell (Ax6). Project: Dick Stout - 4 bedroom residential mound Page 3 of 9 Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at any point. Laterals are identical � P S A! •= Turn -up m ball valve or ;<-X---4j<-x12 Fx�24�1 L aterals & force main of PVC Sch 40 clean out pl u g per COMM Table 84.30 -5 Holes drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.125 in Lateral Diameter 1.00 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 49.34 ft Orifices per Lateral 20 Lateral Spacing (S) 3.00 ft Orifice Density 7.50 ft /orifice Lateral Flow Rate 8.24 gpm Manifold Length 3.00 ft System Flow Rate 32.95 gpm Manifold Diameter 1.50 in Total Dynamic Head 14.42 ft Forcemain Velocity 3.37 ft/sec Dose Tank Information Locking cover wfth warning label and locking device and sealed watertight Electrical as per NEC 300 and —► Comm 16.28 WAC 4 in. min. Disconnect Tank component is properly vented �F— Alternate outlet location Forcemain diameter Wieser Concrete Manufacturer 2 in. Capacityl 750.36 Gallons Volume 20.28 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 20.69 419.68 C B 2.00 40.56 Pump off elevation (ft) C 2.31 46.76 1 92.00 D 12.00 243.36 D T a 37.00 750.36 D� ose tank elevation (ft) 3" Bedding un er tank. F7791.00 Alarm Manuafacturer LevelArm Alarm Model Number DLV Pump Manufacturer Goulds Pump Model Number 3887 EP05 Pump Must Deliver 32.95 gpm at 14.42 ft TDH Project: Dick Stout - 4 bedroom residential mound Page 4 of 9 Mound System'Maintenance and Operation Specifications Service Provider's Name Bill Schumaker Phone 715 - 386 -3121 POWTS Regulator's Name St. Croix County Zoning 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 1200 gal Maximum TSS 150 mg /L Soil Absorption Component Size 600 ft 2 Maximum FOG 30 mg /L Type of Wastewaterl 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 �y Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Dick Stout - 4 bedroom residential mound Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General T "hrs system snail 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 -0 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 `nE wpbs 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 outset 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 fitter snap be serviced if the alarm is activated continuously. intermittent filter alarms may indicate surge flows or an impending continuous alarm. T ne septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1 i3 the liquid volume of the tank It 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. T he 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 'roe 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 d shall be inspected and serviced as necessary . Mound and Pressure Distribution System t: ecs ,c, srl- ubs should be planted on the mound. Plantings may be made around the mound's penmeter, and the mound shall be seeued and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative m aintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface wgthin the mound and sno:� e,.FlIer oi:i NroT `rost pene ?iatsu i. ..old Jvcdthcr inaidifat;un5 (OctOt�ef �ebfueryj dim ?alt ?riot fire ;round tie lied'ri y - iuii; "ic:i as protection from freezing. Influent quality into the mound system may not exceed 220 mg /L GOD 150 mg /L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg /L ❑� �n - ;i TJc �n. .,- r c�� a '� .:. ', n�,..L p.�. � C3,cr `fn: Info n' flo., m3y ,ot c...._Ed m,3x:,-U , dcsl ^y^ f!ff r te:,; f`:�:, in the permit for this installation. The r - ssuie d!stnbutuon system is p ro v ided with a fhichlnn point at the end of each lateral and it is recommended that each lateral he fly -char] J. S IJ.e:CI. x+iid5 ai least orrue e - dery 6 lmunths Nher, a pressuTc test ra Ndifviiileu ii Shuufi.:.t iu :i,c iilit,d ...., '.r`�c. ; system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the cell �'._`C •iE b ccnsicered as an !mpendin nyd mr die iarluro r �innn additiena!, more frequent monitoring Continclency Plan -t_ , . .aril , rnndrtinn _e fartnya the ..o r ...._ .. � shall � trio tank i �dncinn rmp ni imp mntrnlc alarm or rglatori �nnrinn becomes rde the riefarhyo rmmonnantic ha immorilatoh/ ro patron t.ne . .m o, n3 component tails to accept v asteiyat of hegms to d;schwge wastewater to the ground surface, !t v^ t m ! be re ran or re e ^c ^roca� m e d!3 by incroacinn hacai area i,f the leakane nrci ire fir by remn�nnn hinlnrncally clnnnerd ahcornh,nn dn a and ricercl, die ann rela:on rocoo ._ .. _._,...... _ toe e_kage occur_ _ _� _ .._....� _....., y ._ � .- ..��- -- _. r. .. and _ _ _ , .y .......... J 8E i'Jge plan tar t he .name and telephone number of your local POWTS regulator and service provider. i : f i cr Slot if - 4 bedrooll''. rOSiden tT ou! ? ar t- 6 of Q r C3ouLDs PUMPS Submersible Effluent Pump _ EPO4 EPO 5 3 871 APPLICATIONS • Fully submerged in high ■ EP05 Impeller: Thermoplas- ■ Bearings: Upper anc grade turbine oil for tic enclosed design for heavy duty ball bearing �oec�'Icaily designed for the lubrication and efficient improved performance construction. S11 uses_ heat transfer. • En1U121 systems ■Casing and Base: Rugged omen Available for automatic and thermoplastic design provides AGENCY LISTING • arms manual operation. Auto- superior strength and corrosion resistance. Sp Canadian standards Association • aeav�; dt;ty sump matic models include • .',titer iansfer Mechanical Float Switch ■ Motor Housing: Cast iron • Uet';aterin for efficient heat transfer, Goulds Pumps is iso Soot Registered 9 assembled and preset at the factory. strength, and durability. SPECIFICATIONS ■ Motor Cover: Thermoplastic FEATURES cover with integral handle and • �ol.es handling capability: float switch attachment points. maxumum. ■ EPO4 Impeller: Thermoplas- 0 Power Cable: Severe duty act.es up to 60 GPM. tic Semi -open design with rated oil and water resistant. • T�:a rIeacs up to 31 feet pump out vanes for mechanical • �scrarye size 1 NPT, seal protection. • '.'�nrrcai seal_ carbon - �otary, ceramc- stationary, eiastomers. • Tcmoeratc re 14' F ,40 C) continuous 1 F `60 Ci Intermittent. METERS FEET • _;teaers 300 series ^,«SS )feel 9 30 ►f 5 Gpm apaole of running • ,; .% th(Dut damage to 8 �2 srr _ocnponents 2s ° a 2 Motor: i • FFG, S�gle phase: 0.4 HP, z 5 or 230 V, 60 Hz, 1550 a built in overload with 1s1,<1Z`> 5 �'_tomatic reset 4 EPOS %0> Single phase: 0.5 HP, o T 0 230V, 60 Hz, 1550 3 � 10 oath in overload with EPO4 automatic reset z • power cord. 10 foot 5 stancard length, 16/3 SiTO %d evith three prong " plug. Optional 20 °� ° o 10 zo 30 ao so C�vN1 :oot Length, 16 -3 SJTW with e prong grounding plug 0 2 4 6 8 10 11 n, h s'an lard on EP05) S .m. m;7;.>,u..� S / Q CAPACITY 3 2A �' Py 7 Goulds Pumps ,, �✓ ITT Industries w p� -7 a� Ex'sE;� /lor* /off /,�,s ♦ E><��� 9r4.de elegy 5 cA /e V Pr'op03cd un mod of 19, Wy llv. ooe' Ali. 8. To of %z r t bay W/6 X ica'd,s,psrsa/ce! /. Four(y� o� S�e� �r� CIO. �o� d.'sEyibu &, /ale alsai /'X 19.3 s/' or; icrc e.S _s va c ec(4;e- �q.6.7- 14.303 VP.d.c. Pro�osedw;ese�c�c. Q �+� e c f /u a E /�'n Z• w !,P 75 M Q �O�e�n�0 Qe.0 ti �: Teo o 'P C.hamkr W ',&4ar Asuineo' e leu.' : ic,O. 64 ' c os d rj4 y �ro seed .�; E L 641 G 3 "scJ.. 40IdC.6udal, - , �Sew@s t Proposed Well —�., U w Pro p osed cl 6 < drevn residence. d V L P�. 8 of9 T W "OPrlsin O"ftnent of Comrnerra Div loianOr8efety Ono auiWims SOIL EVALUATION REPORT // qp ' with cu,, 85, VW Adm. Code �96 of 0 =0#1, alts plan on pacer not lees than a 112 x 11 krNW l and �zontai reference (am). dlracton an County slope, t KR" ne, north arrow, and location eno diatance to rwarart foe j plesse print al/ InfwMetl nMY Ee used far � I PWP%ei (Pr Low, o. 16.04 (t) Date Pro Lowtian property Owrpr'a Mat ' q .— L ot Govt. La 56-1 trI uW 114 8 05 r Z `� N R i E (a) w z Block Subd. tdarw or t`'at"AYt tats Phan U c 3 C Town �iaar,,et Road LB New Cc»'usrcUan Use; Q iZepiaaement Residential i Number of bedrooms ❑ p1 bSo Or Wr1u11a rcial - Daecxlbe; Ca(!6 derived design 1kw rate 5 _ U1 d C -' GpD ptirsM rrsatertel i drat =rnvnta r` _ Flood Plain elevation If appliiGable { { Boring 0 ❑ 8 or Pit Ground awfew ebv. �• e Q tt. Depm 10 l(mitlng WM won WDh Do Cam Redox �arstptlon Texture strvc:<ae Coneisterrge Son lcation Rae k> Munsan Qu. 8z Cont. Color Or. Sz Sh, 9o�>daty Rook (} "Et y r�1 6 1 1/ m�r 5 + i�� U Z. 13oring r f ❑ !3w'ny to Pit G round surface elev. _ �o R, Depth to limiting razor —_-- _L_. _ in. Sell AvOlodon, Rate HO =n Depth Dominant Color Radvx Desaigtion TSXJw Sttuattua Conalstancel $otyldary Roots t3PDAt in. Munsell Qu, Sz, Cart. Color Gr. sz. Sh. '£fNt;2 .S ' Yn56�C i►Zi r 5 u S G' w. rYl V EfltUatlt Al x tj00 a 30 220 so MWI EfAum #2 • SOD K 30 MG& and TSS 1 30 nVL CST ►yawls Fwm Prim p pp CST f,AnNW /., n / S s0 Addr"S Ta*Ocnw Murn r i pop d PMPwt+Y Owner — 5 `� P a"I 10 0 �. �.._._. so me +0 ®Plt Ground tarl eft++, R, Dom to Mil" tachDi --- Sol n date K~ Aeplh Domkurit peaoat DWkYW'l Ts »uro 8uuctrs Wrnisana EoundarY Roots ."t i �ElW2 Muneen Ou. St. Cwt. COO Qr. 8L Sh ev J I BoMQ N n. C MPtn to pmttinp actor .,.. _ ...._ in• t l ❑ Pit O su"IM elsV. tiaita� DOM t7wi(wt PA IM D"APOW Texture $nucturM BchX10�Y Rgriti ri MunWl Ou. ft. COM cow car. Bt Sh. Vol OEM I Ea�q a U P1t p'°�7tl suAaoe aev. __ _ Q. t)Mpv+ to �+n�v+q to" Hodt Depth Dwiro l Cdew ROCK 00$009n. Tex&" Stwure corwstence 1lounda y Roofs 4P h Murtasi W 3z Copt Cdor Or. $z Sh. '6dHf1 'Gfft2 EWAnt 6 • BOCD f 30.% x20 aWL TSS >30 : 5 190 mgt, ' r&Mw nt j " WO, 90 mV& and TO$ 50 The Dapattneat orcois?tnome is to equal opportunity ttrvice provider tnd employer, If you need assistance to tccesii services o; need material is as alternate forms, plow contact the depattmant at 608.266 -3151 or TTY 608.264-8717, s>a -iuo cs.raa i I / ry, U NAME s c� LOTf# L EQ AL. DES CRIPTION 'A ' /s.SZ-S TOY ,N.R 4,�"E(OR4 r S C ALE: 1" Z YO SM 1 ELEVATION _ 00_ O BM 1 DESCRIPTIOIV I BM 2 ELEVATION SM 2 DE SCRIPTION S SYSTEM ELEVATION L) �f � � G - S SYSTFM TYPE yY1 ['� l" —..- - - -- — _...._...... -..- - -- �._...... 4.h I •'r i I p T SIONATURE - OATe G. Wisconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings Page _ of in accordance with Comm 85. Wis. Adm. Code 'Attach complete site plan on paper not less then 81/2 x 11 Inches in size. Plan must County s include, but not limited to: vertical and horizontal reference point (BM), direction and f percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. P /ease Print all InformatlOn. R owed by ar ( Date Para *" infcrmafion you provide Property taws msy be used for secondary purposes (Privacy Law, a. of Property Location Pro perh� C?wnees Mallinp gddre� � Govt. Lot SW 1l4,(� �; 1/4 S - T Z N R i E (or) 40 Lot # z block # Subd. Name of CSM# ;J e State 77d Phone L o , .3 S O Village (Town Nearest Road i. So w i o ��s �y ,L -� 3 I Gva t •e � d%' � , New Conaaucuon Use: ® Residential t Number of bedrooms _ 3 4 Code derived design flow rate (3PD ❑ Replaoement 1 O Public a commercial - Describe: Parent material _ 4.'( I Flood Plain elevation if applicable General corny nerks _ and recommendations: sy S� m j I Boring # soft 2ft� / l J ® Pit Ground surface elev. G tl. Depth to limiting factor X1 Sou 8Wicatlon Rate. Horizon Depth Dominant Cola Radox Description Texture Structure Consistence Boundary Roots G POff Ir. Munseu tau. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#i 'Eft#2 Fl 7 F Boring 0 (�1� Boring to Pit (around surface elev. 7 �Z 6 ft. Depth to limiting factor ____ — ir. Sou &Ycetion Rate Horizon Depth Dominant Cola Radox Description Texture Structure Consistence Botuxiary Roots GPOM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 Tff#2 Z t, -3 o m .5 — y ss in U • Effkient #1 - SOD 30 <_ M mp/L and TSS 40 1150 mglL ' Muent #2 w BOP < 30. mg& and TSS _S 30 MA- CST Name F16m PrIM CST Number Address ����✓,Q. c fil Date Evalpat W Conducted Telaptbne / 7 9'� P/ • rya L/ - (� - 4 -7/S -Z D - 67 0. Property Owner 51� `� Parcel ID # Page Z of _ Borirg # ❑ Boring Pit Ground surface elev. ft. Depth to limiting faux _..�. in, rop A Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 6 - 1Z 3/ " ZmS� vyi ,,- 5 I v S Z 1 Z 3 / / errs! ✓� `�� � # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Rate Horizon Depth Dominant Color Redox Description Texture Sh cture Consistence. Boundary Roots GPDIff in. Munsell Qu Sz. Cont Color. Or. Sz. Sh. 'Eff#1 •Eff#2 i i # ❑ �dng Ground surface elev. ft. Depth to limiting factor in. ❑pit Sol Applicadw Rate Horizon Depth Dominant Color Redox Description. Texture Structure tuure Consistence Boundary Roots GPDM in. ML=d Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 I ' Ef l[tran #1 ■ SOD, 30 = 220 and TSS >30 <_ 130 : < � mall. mgiL Starer #2 SOD, _ 30 mylL and TSS _ <30 mjyl. The Department of Commerce is an equal p q 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. I� secauo�.aroor , d z vo 3 PAGE � OF J NAME S�o LOT# z LEGAL DESCRIPTION 9J 1 /4 <w'14,SZS T LY ,N,R /CE(ORA� r SCALE: 1" = ELEVATION /QO. v BM I DESCRIPTION 4, M 2 LEVATION BM 2 DESCRIPTION �� a� h f < eloor - /0 A, h SYSTEM ELEVATION D S U SYSTEM TYPE U U t _ I i Z �2 { 6>3 SIGNATURE f �-� Cam. /l._ � - -- _ DATE ` SCHEDULE A Commitment No.- 05 -12476 Effective Date of Commitment - 1/4/2005 8:00:00 AM 140— Prepared For: `f – FIRST FEDERAL CAPITAL BANK 201 SO. 2ND STREET PO BOX 263 HUDSON, WI 54016 Inquiries Should be Directed to: River Valley Abstract & Title, Inc. 1200 Hosford Street - Suite 201 Hudson, WI 54016 (715) 386 -7772 1. Policy or Policies to be issued: Amount (a) ALTA Owners Policy 1992 $0.00 Proposed Insured: RICHARD O. STOUT AND JANET P. STOUT, HUSBAND AND WIFE (b) ALTA Loan Policy 1992 $216,000.00 Proposed Insured: FIRST FEDERAL CAPITAL BANK its successors and/ or assigns 2. The Estate or interest in the land described or referred to in this Commitment and covered herein is a Fee Simple 3. Title to said estate or interest in said land is at the effective date hereof of record in: RICHARD O. STOUT AND JANET P. STOUT, HUSBAND AND WIFE 4. The land referred to in this Commitment is located in the County of ST. CROIX, State of WISCONSIN, and described as follows: y parce nd located in the SW % of NW %, the SE % of NW %, the NW'/ of SW % and the NE % of SW %, all in Section 25, Township 29 North, Range 18 West, Town of Warren, St. Croix County, Wisconsin described as follows: Beginning at the W % corner of said Section 25; thence along the E -W % line of said Section 25 S89 0 34'36 "E a distance of 806.92 feet to the NE corner of Lot 1 of Certified Survey Map Vol. 3, Page 770; thence along the East line of said Lot 1 S00 0 21'54 "W a distance of 538.98 feet to the SE comer of said Lot 1; thence along the South line of said Lot 1 N89 2"W a distance of 287.92 feet to the NE corner of Lot 1 of Certified Survey Map Vol. 17, Page 4613; thence along the East line of said Lot 1 and the East line of Lot 2 of last said Certified Survey Map S00 0 12'45 "W a distance of 359.49 feet to the SE corner of said Lot 2; thence along the South line of said Lot 2 N89 0 39'28 "W a distance of 517.57 feet to the West line of the SW % of said Section 25; thence along last said line S00 °12'45 "W a distance of 66.00 feet to the NW corner of Lot 3 last said Certified Survey Map; thence along the North line of said Lot 3 and the Ely extension thereof S89 0 39'28 "E a distance of 2169.46 feet; thence N00 0 14'07 "E a distance of 1622.95 feet to the North line of the S Y2 of S Y2 of NW % of said Section 25; thence along last said line N89 1 31'49 "W a distance of 2169.07 feet to the West line of the NW % of said Section 25; thence along last said line S00°18'13"W a distance of 662.27 feet to the point of beginning. 4 e Ny ,�!;:; -� �;�1,'.1 f" ,tI,.C.r'i 1�� -�l:u � "i0dll�.lfl� .�U�.lk[�'C11rU11 lili ` ?�''. l•i11;iUl,l,i „1',� . i x"a I.Cfctli.15Cassi b'lluui ' ( ja gg st �!li .. - '' - ��1� d.. 'wit ,.'11 �, ull i '}'tia G• ° ii (.1 l' SV�tilC l,! i. Lll ��� i. }ltt�f. 'a� C�!! �l, _. :..i ; �,.f�.1J -:. ;, �., i!�'�. � _. , , '.ftil'� ,+ ".,' _ � �,. i .i..'- �l j., ,: �,,L -.- '.!1 ?t. t _1 �.f. �; � �,d .iL `�(w.,, ".i ;, if �1 �, - 4�, �, i', 1111" II• nn inny onto 1,0; to wCiid n 6 CMN 'ail l{ , D..)a f.l'', w 0 cwi W _ G ,. �11. ril 00 :i: :t, � ..5lid i ,�.� A. :1. �t� .71 _• Ahown sg"ll6 "unlAl. aul', 'i N)rG to It Dean at ROWC t. wa a ,. v - :I .- _ 0t ,f_I 3C: {r'°_ .i•.• - ' iii 1 ;:'CI: i �_��.if ��•��� __ alWanu .._ too mmi :1.1'1'. Ulm �.� \,. �,;... �.., Ii; l',� � '.I i , _,i�, o w. .. � '�,l i. _, �, _. Lx!, :V�• ^�., ,_. ,'l,;ll' "lU +�, �'. ',t l�� is ..�rl ,, ,. I. i'i�: U 2 7 0 1 P 0 8 4 -PI elm6--.a� KATHLEEN H. WALSH STATE BAR QF WISCONSIN FORM 1 — 1998 REGISTER OF DEEDS WARRANTY DEED ST. CROIX Co., WI RECEIVED FOR RECORD Document Number 11/23/2004 08:15AN This Deed, made between Frederick G. Lenertz. single , Grantor, WARRANTY DEED and Richard O. Stout and Janet P. Stout. husband and wife , Grantee. EXEMPT # Grantor, for a valuable consideration conveys to Grantee the following described real estate in St. Croix County State of REC FEE: 13.00 Wisconsin (the "Property "): TRANS FEE-. 1995.00 COPY FEE: CC FEE. PAGES. 2 Recording Area Name and Return Address 1 ranee ;Ncc. C. 042 1069 70 000 Parcel Identification Number (PIN) This Is not homestead property. (is) (is not) See Exhibit A attached hereto Together with all appurtenant rights, title and interests. Grantor warrants that the title to the Properties good, indefeasible in simple fee and free and clear of encumbrances except Dated this day f N vember, 004. (SEAL) (SEAL) Fr Brick IS. Lener"AU (SEAL) (SEAL) W c A ACKNOWLEDGMENT NOTA� PUSUC Signature R�E v w 1 s-, o N S 1 N State of Wisconsin, ) as. authenticated this day of St. Croix County �\ Personally came before me this � day of November 2004 the above named the pa F s ing le to me known to be rson executed the foregoing instrument TITLE: MEMBER STATE BAR OF WISCONSIN and acknowledge the same. (If not, _ authorized by §706.06, Wis. Slats) THIS INSTRUMENT WAS DRAFTED BY Notary Public, Statb of Wisconsin Coldwell Banker Burnet 1301 Coulee Road My commission is a anent. (if not, state expiration date: Hudson, WI 54016 4 -52473 �� ) (Signatures may be authenticated or acknowledged. Both are not necessary.) Names of rsons si ni in an capac must be or Anted below their signature STATE BAR OF WISCONSIN Wisconsin Legal Blank Co, Inc. WARRANTY DEED FORM No. t —1998 Milwaukee, Wis. r — - U 2701 P 085 EXHIBIT "A" Legal Description File No. 4 -52473 The South Had (S112) of the South Had (S1/2) of the Northwest Quarter (NW1 /4), Section Twenty -five (25), Township Twenty -nine (29) North, Range Eighteen (18) West; AND The North Half. (N1 12) of the Southwest Quarter (SW114), Section Twenty-five (25), Township Twenty -nine (29) North, Range Eighteen (18) West, EXCEPT Certified Survey Map, recorded in Volume 3, of CSM, page 770, as Document No. 355301. S & N Land Surveying 2920 Enloe Street Hudson, Wisconsin 54016 (715) 386 -2007 Fax: (715) 381 -5338 E-Mail: dzahlerOauthconsulting.com January 17, 2005 LEGAL DESCRIPTIO iin ithe L H A parcel of land locat Sou thwest Quarter of the Northwest Quarter, the Southeast Quarter of the Northwest Quarter, the Northwest Quarter of the Southwest Quarter and the Northeast Quarter of the Southwest Quarter, all in Section 25, Township 29 North, Range 18 West, Town of Warren, St. Croix County, Wisconsin; described as follows: Beginning at the West Quarter comer of said Section 25; thence along the east — west quarter line of said Section 25 S89 0 34'36 "E a distance of 806.92 feet to the northeast comer of Lot 1 of Certified Survey Map Volume 3, Page 770; thence along the east line of said Lot 1 S00 0 21'54 "W a distance of 538.98 feet to the southeast comer of said Lot 1; thence along the south line of said Lot 1 N89 2"W a distance of 287.92 feet to the northeast comer of Lot 1 of Certified Survey Map Volume 17, Page 4613; thence along the east line of said Lot 1 and the east line of Lot 2 of last said Certified Survey Map S00 2'45"W a distance of 359.49 feet to the southeast comer of said Lot 2; thence along the south line of said Lot 2 N89 "W a distance of 517.57 feet to the west line of the Southwest Quarter of said Section 25; thence along last said line S00 °12'45 "W a distance of 66.00 feet to the northwest comer of Lot 3 last said Certified Survey Map; thence along the north line of said Lot 3 and the easterly extension thereof S89 0 3928 "E a distance of 2169.46 feet; thence N00 0 14'07 "E a distance of 1622.95 feet to the north line of the South Half of the South Half of the Northwest Quarter of said Section 25; thence along last said line N89 a distance of 2169.07 feet to the west line of the Northwest Quarter of said Section 25; thence along last said I 6 '13 "W a distance of 662.27 feet to the point of beginning. Containin 6.698 acre . Subject to right -of -way for 140"' Street and subject to all easements, res n ions and covenants of record. or- w,scoy Douglas J. Zahler S -2145 Date co D zAH R z S & N Land Surveying *. 5-2143 2920 Enloe St. HUDSON, Hudson, WI 54016 `17 Wis. S(1t� i W d CL U z Z as °._° Z i z X� Of }- J NYC W m - Oz W U WH \mN C) Q W z � tG � � �3 04 (n C) X00 �Y Co LLJ Q� O D w N ww¢ w ��� S o3 m zz a °W w w °� �d Q� 0 �o o � o -N v� 3�Z z -iV OZ \ N -O 6 �Qg OO O O - d O NNS a �. GG'S L) W z F z '- C9 z U O U D I- z (n O ` z J OW O wOm 0 li \ W li W LL VI J J LL- W ig ,6 *• LBZS M.LO,* LOOS O 8 z W m n F, z 5Z NOLL33S 30 ti /LMN v 0 cco — — v 3H1 30 3Nn 1Sd3 ,� cn zN SUNV I UalividNa � F- {9'086 L 3.sL0.V &o00NI N 9Z NOLL03S 30 4 /LMS 3Hl 30 3Nn 1Sd3 \tai En 0 o N ,967Z9L 3.LO LOON �►L W W hk V E� I LW C� al wO 6 V 1--+ I N V/ u W� " W �Qh �F =� W N O � N U so U) N 0) 6 W Q I W o0 c o to ol .� CD O o� 3 � Q� W W W r1 co 0, O AI a0 cp ^ �� N O� O N v M C CD W '�1 z N m L -A f o �N �I (,C9'6 3 „£ti,�b0.00S) v Y z �a MAPS. t Zo00S 3 � � 0 � .86 'c'q n w c� a� Cr 1 OM I � rn N z N •6V6S£ .6�'6S£ Z w °� O co O M.Sti,Z LOOS M.S *,Z L LOS 3 O - OD M' w I I ►--� a°o co cn 0-4 h it W o u al x i Z J £ �� � CN �� U � oT � __! I w, v�I Z ap £i96 'mod Gi , , M ` "IOA NI le 0) � aUl wl• z 0 I ^ LC) I g I z I H �I Z 8 8 ON M ''> M.Sti,Z LOOS v ,08'996 L , ,*Z • Z9 9 M.£ L,9 LOOS � "� _L00' �_ j ' � N � lu V. co — ,89'69£ ,99'65£ 9 N LZ'Z99 M.�S L.8 Lo00S N , - ,£s•6£s - '00-99--1 U (M „C *, *O.00N) 9S'S8L MnStr.z 600S v � ,LO'6�9Z M.£ L,9 LOOS � j � z 9Z NOLL03S 30 *1MAN ,6£'OS9Z M.54,ZLOOS 3Hl 30 3Nn 1S3M 9Z NOLL03S 30 VMS z ^ 3 3 3HL 40 3Nn Ism �ze o W O 0 133fJ1S H10b ti W � cn c: II O�c�`N E co n to co cu c o U ��,N3a`� -�.ca H ti U) cr z o ° ° - o a� .� o W ��iT0ui > ac`o a O W z N C+ ` ° o c o Z O 0 � � = co ° c � a a ' o o f1 0 XioNo •1S 3Hl a� E .— W31SAS 31dN1021000 AlN 0 W —� J 0 T o Ol 30N383338 Sd M.S *,Z LOOS S8V38 SZ J Cl) � a'0 �- � E NOLL03S 30 - V/LMS 3Hl 30 3Nn 1S3M 3Hl v v �o~ a' C/) o»- M ' '� o O ai - 0 Z co in L