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034-1018-50-100
, 0C* 0 kfk V 0 (/ o °¥ o f 8{ Z 2 i m g g + to \� ƒ ' � ©� 0:CK } 2 \\ / _ . § 2 o ■ � E 2 } f . 3 \ $ ¥ � Z CO CO )i 2 / . ¥ e 2 / o o > + // \ 9 N ® i OL z f I / g §§f cl } ( ! - � m CD g z 2 -4 ■ § R 0 ,. CO w T 7 # CL Z co § e q I z £ � « 2 ® EJ Z I� - -6:3 § .ƒ7k�§ - � '§\ o % CD I 0 -0 z �{�CD o % CD ao, i 2 CD ƒ a CD (o $ �[? § 2 � mE E . 2 7 � � a \§9 � %in 2 � �$� { . � ) . in % $ Parcel #: 034 - 1018 -50 -100 12/05/2005 08:13 AM PAGE 1 OF 1 Alt. Parcel #: 08.29.15.125A 034 - TOWN OF SPRINGFIELD 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 JASON & MELANIE DESHANE O - DESHANE, JASON & MELANIE 1044 290TH ST GLENWOOD CITY WI 54013 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description ' 1044 290TH ST SC 2198 GLENWOOD CITY SP 1700 WITC Legal Description: Acres: 5.420 Plat: 3996 -CSM 14/3996 SEC 8 T29N R15W NE SE BEING LOT 1 CSM Block/Condo Bldg: LOT 1 1413996 EZ- UT- 1477/640 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 08- 29N -15W SE NE Notes: Parcel History: Date Doc # Vol /Page Type 08/26/2005 804654 2875/615 WD 07/31/2001 652564 1690/600 WD 09123/1999 610822 1458/242 WD 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations: Last Changed: 06/23/2003 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 5.420 32,700 167,250 199,950 NO Totals for 2005: General Property 5.420 32,700 167,250 199,950 Woodland 0.000 0 0 Totals for 2004: General Property 5.420 32,700 167,250 199,950 Woodland 0.000 0 0 Lottery redit: ry Claim Count: 1 Certification Date: Batch #: 529 Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 034 - 1020 -20 -000 12/05/2005 08:11 AM PAGE 1 OF 1 Alt. Parcel #: 09.29.15.138 034 - TOWN OF SPRINGFIELD 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 L E WARNKE O- WARNKE, L E 1043 290TH ST GLENWOOD CITY WI 54013 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description ' 1043 290TH ST SC 2198 GLENWOOD CITY SP 1700 WITC Legal Description: Acres: 40.000 Plat: N/A -NOT AVAILABLE SEC 9 T29N R1 5W NW SW 40A EZ -UT- 1478/07 Block/Condo Bldg: EZ- UT- 1511/639 Tract(s): (Sec- Twn -Rng 401/4 1601/4) 09- 29N -15W Notes: Parcel History: Date Doc # Vol /Page Type 08/09/1999 608288 1447/612 WD 2005 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 05/24/2005 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 1.000 6,450 115,200 121,650 NO AGRICULTURAL G4 17.000 2,700 0 2,700 NO UNDEVELOPED G5 18.000 14,850 0 14,850 NO AGRICULTURAL FOREST G5M 4.000 3,600 0 3,600 NO Totals for 2005: General Property 40.000 27,600 115,200 142,800 Woodland 0.000 0 0 Totals for 2004: General Property 40.000 30,800 108,300 139,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: 501 Specials: User Special Code Category Amount Special Assessments Special Charges . Delinquent Charges Total 0.00 0.00 0.00 l=. � !FEB 19 2 001 s � ®per � \ � 2 2 AST CROIX .a O C CERTIFIED SURVEY MAP BEING THE NE 114 OF THE SE 114 OF SECTION 8, T. 29N. , R. 15W., TOWN OF SPRINGFIELD, ST. CROIX COUNTY, WI SCONS IN PREPARED FOR: OR. DENNIS FOGERTY UNPLA LANDS WEST QUARTER CORNER EAST QUARTER CORNER SECTION 8 — REPLACED SECTION 8 — FOUND P. K. NA IL WI TH R/R SP I KE ALUMINUM MON UMENT EAST - WEST QUARTER LINE 5284.22' i l 8 9 5 3' 31 S 89 1322 17' { 3962. OS' 872. 1 T' 1289. 16' 416.99 01' 1 NW COR. APPROX. 2.3' N. Z 450. 00' I APPROX 3' W. a NE -SE OF E /W FiL o 1 N. OF FC. COR. e LOT ' { a wElt. Ho J, 33: -p $ 416.99' ro �- b m 4► N 89�53��f.' W A W t a -!i LOT 2 = r- - 34.61 ACRES r- m w 1, 507, 798 $0. FT. t D H m 34.02 AC. EXC. RiW y M W 1, 481, 705 SO. FT. I m �► : y .m 1 SW car. NW-SE ! NE -SE 1294.02' 33; 01' ME-SE . SW-SE S 89 1327.03' I y� SOUTH LINE OF THE NE -SE i mI „UNPLATTED LANDS m ..................... LOT I AREA t 5.42 ACRES m 236, 163 SO. FT. SOUTHEAST CORNER 5.02 AC. EXC. RiW SECTION 8 — FOUND 218, 839 SO. FT, AL UMINUM MONUMENT LEGEND unninr�m� 0 - SET I* X 24" IRON PIPE WEIGHING 1. 13 LBS. PER AgAMb ST. CROIX COUNTY JAMES M. Planninq Zoninq and Parks Committee 'f WEBER BEARINGS REFERENCED TO THE EAST —WEST NOV 2 g 2000 �RNrci{MiliElf, COORD. SYSTEM! QUARTER LINE, SECT 8. MEASURED AS S89 E. f ST. CROIX COUNTY 9 VA OQ. N AA-- If not recorded within 30 days of 1'-300' approval date approval shall be V null and void O 0 300 600 SHEET 1 OF 2 NELS 15 EN -WEBER LAND SURVEYING 992788 THIS INSTRUMENT DRAFTED BY JIM WEBER DA TED 4.N• Vol. 14 Page 3996 ST. CROIX COUNTY ZONING DEPARTMENT AS BUILT SAM[TARY REPORT ` Owner 41LLr_ 5s Property Address Ar / 2-7 City /State /Lrycg rey«s , 4-u4 S 4ev 2 i Legal Description: Lot — Block -- Subdivision/CSM # 'lf CIZARs Town of ,lzx /�' 4*,4r PIN # o-?V - /o4-se -- ,vac) SEP IC TANK -- DOS CHAMBER -- HOLDING TANK INFORMATION: Tank manufacturer e- Size ST/PC /av / P�v Setback from: Hous �/ Well, P/I?'_J_',V' Ir— Pump manufacturer g4o4iL d Model E7�0 Alarm location ,�i�lLVL (HOLDING TANKS ONLY) Setbacks: Service road Vent to fresh air intal Water Line Meter location Alarm location SOIL ABSORPTION SYSTEM Type of system: /ltg"xl Width _ Length Number of Trenches Setback from: House 7 4 1&o 'Well Z Yap P/L VS f Vent to fresh air intake > Yoo ELEVATIONS Description of benchmark Ta i etc Prwr_C , .mss% Elevation Av.,2,0 Description of alternate ben&Lrk Elevation /v Building Sewer 00 - d/ ST/HT Inlet IM0 ST Outlet f�,p F PC Inlet !2 AX PC Bottom N , 7 Header/Manifold f 7 fi Top of ST/PC Manhole Cover ,/o Y - 25' Distribution Lines ( ) 7. 9 2 ( ) ( ) Bottom of System O QT .2 ( ) Final Grade ( ) ( ) ( ) Date of installation / / 2 / ?� 9Permit n ber S�3 / 3 ?? State plan number S� yrl3.17 Plumber's signature License number 1 rt P y Date t i� Inspector Complete plot plan � f 1 NOTICE Please provide the following: • A plan view sketch showing everything within 100 feet of the system. • Two horizontal reference points to center of septic tank manhole cover. • Show alternate benchmark, if applicable. 1 PLAN VIEW ffl�: 4 / ®d �J}� s•T' NSA ' j�`A l�i 2 f7 s 0A o � Y 4V Rte' d Cm r °i• ,Q,z Gxve i� &agcv w / a w�'� `fcKY r' ve- C. S, /liAdEQ rw da ®N a.'Q INDICATE NOR ARROW I Wisconsin Department of Commerce Safety apd Buildings Division PRIVATE SEWAGE SYSTEM Count y INSPECTION REPORT St. Croix GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.: Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. 353138 Permit Holder's Name: j ❑ City ❑ Village IS Town of: State Plan ID No.: Fo Dennis Town of Springfield / r u*t5. S[p = - �} CST BM Elev.:. Insp. BM Elev.: BM Description: Parcel Tax No.: 034- 1018 -50 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark 5 -:la Dosing Alt. BM Aeration Bldg. Sewer 100,6( Holding St /Ht Inlet I c)f),OV TANK SETBACK INFORMATION St/ Ht Outlet0 �j,� q �,$G TANK TO P/ L WELL BLDG. Ventto ROAD Dt Inlet Air Intake 3. Septic 79v ' y' NA Dt Bottom IZ 36 Dosing a) p ' > 2_ot > NA Header / Man. �. 2— Aeration NA Dist. Pipe '/ •°( 2 Holding Bot. System 83 q �; 24 PUMP/ SIPHON INFORMATION Final Grade Manufacturer S Demand St cover 5..3$ D �.S Q \ d ' Model Number GPM 5 0 33 TDH Lift �` Friction \.31' System stem R1 TDH ��, t �3 ` 07�, O r Forcemain Length 5 Dia. u Dist. To Well Vk 2 .1 a SOIL ABSQRPTION SYSTEM $C4B RENCJJ�I Width Length f No. # enches PIT No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 1 DIMENSION SYSTEM TO P / L BLDG WELL LAKE/STREAM LEACHING Manufacturer: SETBACK INFORMATION TypeO I _ CHAMBER Model Number: System: �35 Zl� OR UNIT DISTRIBUTION SYSTEM Header /Man of Dia. Length Distribution Pipe(s) � I - Spacing q x Hole Size x Hole Spacing Vent To Air Intake Length � — O Dia. 2 t /4" 35 T-- VDept COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Over Depth Over x x Depth Of xx Seeded / Sodded xx Mulched rench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No El Yes MENTS: (Include code discrepancies, persons present, etc. Insp ion #1: 1 ° / 6 /9 Inspection #2: I l /3 /qq tion: 1044 290th Street, Glenwood City, WI (NW1 /4, SWI /4, S ction�T29N -R15W) - 9.29.15 03) a p io t - Ot- a 5�`yQ�� ' eDposr Plan revision requlr Yes ® No - U Use other s de fo r additional information. a- I y' w �SUl�nn 2 6710 /97 �� Date Inspector's Signature Cert. No. I� MOUND SYSTEM DESIGN Complete red boxes as necessary. 1000 gpd maximum design flow. Inch - pounds Metric Residential or commercial? r (r or c) (y or n) L Replacement system? Creviced bedrock site? n (y or n) Slope 4 % Wastewater flow rate 450 gpd 1703 Lpd Depth to limiting factor 42 in 106.7 cm In situ soil infiltration rate 0.6 gpd /ft 2 24.4 Lpd /m Contour line elevation 96.2 ft 29.32 m Use standard fill depths? x OR Design depth? in �cm Place X in box to use standard depths (24 and A +4 inclusive) OR specify design fill depth. Center or end manifold a (c or e) Hole diameter 1 0.25 in 0.125, 0.156, 0.188, 0.219, 0.25, 0.281, or 0.313 inch only. Lateral spacing 0.00 ft Use 0 lateral spacing for trenches. Estimated hole space 2.92 ft Not a final calculation. Number of laterals 1 Pump tank elevation 89.75 ft outside bottom of tank. Forcemain length 50.0 ft Forcemain diameter 2.0 in 1.5, 2 3 or 4 inch only. 2.067 in Actual I.D. HOLE DIAMETER CONVERSIONS SYSTEM SOLUTIONS Inch- pounds Metric 1/8 = 0.125 1/4 = 0.250 Estimated daily flow 450 gpd F 1703 Lpd 532=0.156 9/32=0.281 3/16 = 0.188 5/16 = 0.313 1 71-19 n 21A Absorption cell Design load rate & area 1. gpd /ft 375.0 ft 34.84 m Linear loading rate (LLR) 4.79 gpd /ft 59.4 Lpd /m Design width (A) 4.00 ft 1.22 m Cell length (B) 94.0 ft 28.65 m Depth of cell (F) 9.5 in 24.1 cm Sand filter Upslope fill depth (D) 12.0 in 30.5 cm Downslope fill depth (E) E750.0 3.9 in 35.3 cm Basal area required (gpd /infiltration rate) ft 69.68 m Supporting components Topsoil depth 6.0 in 15.2 cm Subsoil depth at center 12.0 in 30.5 cm Subsoil depth at cell wall 6.0 in 15.2 cm End slope toe length (K) 10.11 ft 3.08 m Up slope toe length (J) 7.50 ft 2.29 m Down slope toe length (1) 10.10 ft 3.08 m Total mound length (L) 114.22 ft 34.81 m Total mound width (W) 21.60 ft 6.58 m Project: r ✓ i PRESSURE DISTRIBUTION CALCULATIONS Absorption cell Inch - pounds Metric Width (A) 4 ft 1 1.22 Im Length (B) 94.0 ft 1 28.65 Im Lateral specifications Number laterals 1 Holes /lateral 32 holes Lateral length (P) 90.42 ft 27.56 m Hole diameter 0.250 in 6.35 mm Lat. dis. rate 37.28 gpm 2.35 Us Sys. dis. rate 37.28 gpm 2.35 Us Hole spacing (X) 35 in 1 88.9 J cm Lateral diameter Pipe diameter Design options Design choice Designer must 1 in (25 mm) Place X in red 'X" one choice 1 114 in (32 mm) box of chosen from the options 1 112 in (40 mm) x diameter. provided. 2 in (50 mm) 3 in (75 mm) X Design choice incorrectl Manifold diameter Pipe diameter Design options Design choice Designer must 1 in (25 mm) X' one choice 1 1/4 in (32 mm) None required. from the options 1 1/2 in (40 mm) No choice necessary. provided. 2 in (50 mm) 3 in (75 mm) 4 in (I CIO mm) Distribution system contains: 1 Lateral(s) LATERAL DIAGRAM - END CONNECTION Place correct lateral diagram by clicking in one of the drawings at right and dragging the diagram into this area. Laterals centered over the A & B dimension end cap P Last hole dirilled next to end cap k- X I Laterals & force main of PVC Sch 40 Holes drilled on the bottom of the lateral (per COMM Table 84.30 -5) equally spaced a =permanent end marker Inch - pounds Metric Lateral length (P) 90.42 ft 27.56 m Lateral spacing (S) 0.00 ft 0.00 m Hole spacing (X) 35 in 88.9 cm Manifold length 0 It 0.00 m Hole diameter 0.250 in 6.4 mm Lateral diameter 1.50 in 40 mm Forcemain diameter 2.00 in 50 mm Project: Transaction Number: Page 4 of MOUND SYSTEM DESIGN Complete red boxes as necessary. 1000 gpd maximum design flow. Inch- pounds Metric Residential or commercial? r (r or c) (y or n) n Replacement system? Creviced bedrock site? n (y or n) Slope 4 % Wastewater flow rate 450 gpd 1703 Lpd Depth to limiting factor 42 in 106.7 cm In situ soil infiltration rate 0.6 gpd /ft 24.4 Lpd /m Contour line elevation 96.2 ft 29.32 m Use standard fill depths? x OR Design depth? in C]cm Place X in box to use standard depths (24 and A +4 inclusive) OR specify design fill depth. Center or end manifold C (c or e) Hole diameter r 0.25 11 n 0.125, 0.156, 0.188, 0.219, 0.25, 0.281, or 0.313 inch only. Lateral spacing 0.00 ft Use 0 lateral spacing for trenches. Estimated hole space 2.92 ft Not a final calculation. Number of laterals B Pump tank elevation 89.75 ft Outside bottom of tank. Forcemain length 50.0 ft Forcemain diameter 2.0 in 1.5.2, 3 or 4 inch only. 2.067 in Actual I.D. HOLE DIAMETER CONVERSIONS SYSTEM SOLUTIONS Inch - pounds Metric 1/8 = 0.125 1/4 = 0.250 Estimated daily flow 450 gpd 1703 Lpd 5132 = 0.156 9/32 = 0.281 3/16 = 0.188 5/16 = 0.313 Absorption cell Design load rate & area 1.2 gpd/ft 375.0 ft 34.84 m2 Linear loading rate (LLR) 4.79 gpd /ft 59.4 Lpd /m Design width (A) 4.00 ft 1.22 m Cell length (B) 94.0 ft 28.65 m Depth of cell (F) 1 9.5 lin 1 24.1 cm Sand filter Upslope fill depth (D) 12.0 in 30.5 cm Downslope fill depth (E) 13.9 in 35.3 cm Basal area required (gpd /infiltration rate) 750.0 ft 69.68 m Supporting components Topsoil depth 6.0 in 15.2 cm Subsoil depth at center 12.0 in 30.5 cm Subsoil depth at cell wall 6.0 in 15.2 cm End slope toe length (K) 10.11 ft 3.08 m Up slope toe length (J) 7.50 ft 2.29 m Down slope toe length (1) 10.10 ft 3.08 m Total mound length (L) 114.22 ft 34.81 m Total mound width (W) 21.60 ft 6.58 m Project: PRESSURE DISTRIBUTION CALCULATIONS Absorption cell Inch - pounds Metric Width (A) 4 ft 1.22 m Length (B) 94.0 ft 28.65 m Lateral specifications at p Number laterals 1 Holes /lateral 16 holes .21 ft 13.78 m Lateral length (P) 45.21 Hole diameter 0.250 in 6.35 mm Lat. dis. rate 18.64 gpm 1.18 Us Sys. dis. rate 18.64 gpm 1.18 Us Hole spacing (X) 35 in 88.9 cm Lateral diameter Pipe diameter Design options Design choice Designer must 1 in (25 mm) Place X in red "X" one choice m box of chosen 1 1J4 in (32 m ) from the options 1 1/2 in (40 mm) x x diameter. provided. 2 in (50 mm) x 3 in (75 mm) x Manifold diameter Pipe diameter Design options Design choice Designer must 1 in (25 mm) X" one choice 1 1/4 in (32 mm) None required. from the options 1 1/2 in (40 mm) No choice necessary. provided, 2 in (50 mm) 3 in (75 mm) 4 in (100 mm) Distribution system contains: 1 Lateral(s) LATERAL DIAGRAM - CENTER CONNECTION Place correct lateral diagram by clicking in one of the drawings at right and dragging the diagram into this area. P I end cap , • If X —3If x12 I x12 �I Laterals & force main of PVC Sch 40 Last hole drilled next to end cap (per COMM Table 84.30 -5) Holes drilled on the bottom of the lateral, • =permanent end marker equally spaced Inch-pounds Metric Lateral length (P) 45.21 ft 13.78 m Lateral spacing (S) 0.00 ft 0.00 m Hole spacing (X) 35 in 88.9 cm Manifold length 0 ft 0.00 m Hole diameter 0.250 lin 6.4 mm Lateral diameter 1.50 lin 40 mm Forcemain diameter 2.00 lin 50 mm Project: Transaction Number: Page 4 of , T Safety and Buildings Division Vi sconsin SANITARY PERMIT APPLICATION 201 sox Wa s hi n g ton Avenue Department of Commerce In accord with Comm 83.05, Wis. Adm. Code Madison, WI 53707 -7302 • Attach complete plans (to the county copy only) for the system, on en nub le' ,, cpunty than 812 x 11 inches in size. • See reverse side for instructions for completing this application' r m State Sanitary Perini Number � 35313$ Personal information you provide may be used for secondary purposes c T ❑ Chock if` to previous application [Privacy Law, s. 15.04 (1) (m)]. State Plan�.D. Number 1. APPLICATION INFORMATION - PLEASE PRINT ALL I F R r� .� 1 1 1 12 .2 7 Property Owner Name P eation anvmt3 0. ). U4, S .2 N, R f—E (or)o Property Owner's Mailing Address Block Number '� ---•. City, State Zip Code Phone Number Subdlvn Niun`e Number 1. TYPE OF BUILDING: (check one) ❑ State Owned ❑ Public it ge Nearest Road 1 or 2 Famil Dwellin - No. of bedrooms 3 E] villa ?� Cwn OF ,t�� .Z 111. BUILDING USE (If building type is public, check all that apply) Parcel Tax Nu ber(s) d 39/ ZD — D ...OM 1 ❑ Apartment/ Condo t F rcnir 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant /Bar /Dining 4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash 5 ❑ Hotel /Motel 9 ❑ Office/Factory 13 ❑ Other: specify IV. TYPE OF PERMIT (Check only one box on line A. Check box on line B, if applicable) A) 1 _ New 2 C] Replacement 3, ❑ Replacement of 4 E] Reconnection of 5. E] Repair of an ______Syrstem _ - _ - _ -- System -- Tank Only E System -_ - Existing ----- - - - - -- ------- - - - - -- - - - -- B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non - Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 Mound 30 ❑ Specify Type 41 ❑ Holding Tank 12 ❑ Seepage Trench 22p In- Ground Pressure , 42 ❑ Pit Privy 13 ❑ Seepage Pit � ` t X Qy "i ,E d)f 43 ❑Vault Privy 14 ❑ l��lv�4 System -In -Fill r t� g (a . 2, VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day ; 2. Absorp. Area 3. Absorp. Area 4. Loading Rate S. Perc. Rate 6. System Elev. 7. Final Grade Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation ,S 3 Y .3 f Feet --- Feet Ca acct VII. TANK in g Ilo s Total # of r Prefab. $ Fiber- Exper. INFORMATION Gallons Tanks Manufacturers Name concrete Con Steel glass Plastic App New Existin structed Tank Tanks Septic Tank or+ieldim,} k -- ❑ ❑ ❑ ❑ ❑ Lift Pump Tank ❑ I ❑ I ❑ ❑ ❑ VIII. RESPONSIBILITY STATEMENT tt£o�r,�rwj¢�,2't�fJ �ifvv/� - /�'�r I, the undersigned, assume responsibility for installation the onsite sewage system shown on the attached plans. Plumber's Name: (Print) Plumber's SignUertNo S nips) PRSW No.: Business Phone Number: v Z a tip { Plumber's Address (Street, City, State, Z Code): Kak 30 /ZoAACAM ©2-3 IX. COUNTY / DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (includes Groundwater D ate Issued Issuing Agent Signature (No Stamps) C d[) Approved Owner Given Initial Surcharge Fee) C ❑ Adverse Determinations X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, Plumber '� SBD -6398 (R. 4199) t Safety and Buildings 2226 ROSE ST LACROSSE WI 54603 -1905 mr TDD #: (608) 264 -8777 NVisconstn www.commerce.statemims Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary September 01, 1999 CUST ID No.267341 ATTN: POWTS INSPECTOR WEGERER SOIL TESTING & DESIGN ZONING OFFICE 421 N MAIN ST ST CROIX COUNTY SPIA PO BOX 74 1101 CARMICHAEL RD RIVER FALLS WI 54022 HUDSON WI 54016 RE: CONDITIONAL APPROVAL Identifica ' rs APPROVAL EXPIRES: 09/01/2001 Transaction ED . 244327 SITE: Site ID N 17995 Site ID: 179955 Please refer to both identification numbers, St. Croix County, Town of Springfield above, in all correspondence with the agency. NW 1/4, SW1A, S9, T29N, R1 5W Facility: Dennis Fogerty Proposed Residence FOR: Description: Three Bedroom Mound System Object Type: POWT System Regulated Object ID No.: 488697 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The following conditions shall be met during construction or installation and prior to occupancy or use: • 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. Stats. Note: Permission to locate the force main beneath 290' St. must be obtained from the town of Springfield prior to issue of the sanitary permit. The county may request verification of this requirement. 41 VIC-41401,9 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. Sincerely, DATE RECEIVED 08/26/1999 FEE REQUIRED $ 180.00 FEE RECEIVED $ 180.00 rard M. Swim BALANCE DUE $ 0.00 POWTS Plan Reviewer - Integrated Services (608)- 785 -9348, Mon. - Fri. 7:15 AM to 4:00 PM jswim @commerce.state.wi.us WiSMAR , di. 7633 c: Dennis Fogerty j 7 -a E L. 1 ' Page of b MOUND SYSTEM FOR A 3 BEDROOM RESIDENCE LOCATED IN THE Nw 1/4 OF THE S -IJ 1/4 OF SECTION T N, R �S W, TOWN OF SA��! nl ! = l',Z� ST, C \ZJ1X COUNTY, WISCONSIN. INDEX PAGE 1 'of 6 TITLE SHEET PAGE 2 of 6 PLOT PLAN PAGE 3 of 6 PLAN VIEW -CROSS SECTION PAGE 4 of 6 DISTRIBUTION PIPE LAYOUT .PAGE 5 of 6 PUMPING CHAMBER PA GE 6 of 6 PUMP PERFORMANCE CURVE PREPARED FOR C� t�JN is } Csz'r Y P.0mv.T.S. 11 ConditioardlY IFED Aj Oyu DEPARVAENT OF COMMERC DMS Or AF TY AN UILD1NGS SEE CORRE P tNDENCE PREPARED BY �•�fEGE1 -: E3 C3 Z L TEST I p l ;. DES Z caM SE= I CE � C0Pi Ns F.O. BOX 74 421 R. KAIK ST. 4 ` RIVES FALLS. BI 54422 $ A"UR 715 -4Lr -4165 WagE;PR S � w S I G JOB NO. 9L- �13 Page 3 Of Approved Synthetic Covering p�g�r•t C 3� Distribution Pipe Medium Sand _ Topsoil F _Z E lev�. �`� _ " 3 E D + ,� , u „ b H % Slope Force Main Plowed Trench of Aggregate z" From pump Layer Undisturbed D `.O Ft. Soil E Ft. Cross Section Of A Mound System Using F O.S Ft. I Trench For The Absorption Area G 1•a Ft. A y Ft. H )-S Ft. B ° ►4 Ft. I \Z- Ft. Linear Loading Rate = 4- - 11 GPD /LN FT J R-) Ft. Design Loading Rate= o_3GPD /SQ FT K 15 Ft. L alb Ft. A+- Position of Force Main W Ft. L J i -Fe+se B K W Distribution Trench Of 2 - 2 2 Y Pipe Aggregate t Observation Permanent,/ Pipes Markers - (Anchor securely) Mound i I Us ng Trench For Absvr Lion Area P Page ^ Of Perforated Pipe Detail 0 End View Perforated End Cop) PVC Pipe m 1 �o��ab�ooa • tr$ o Install permanent-marker at end of each lateral Holes Located On Bottom, Are Equally Spaced Q End Cop * ti PVC Force Main Distribution Pipe Last Hole Should Be Next To End Cop Distribution Pipe Layout P Q1S . 2 Ft. X 3S Inches Y 3S Inches Hole Diameter 11y Inch Lateral 1 � Z . Inch (es) Force Main Inches # of holes /pip Invert Elevation of Laterals Ft. H '1 Place 1st hole »! [ ?-from tee with succeeding holes at 35 intervals. Last hole to be next to the end cap. Combination Septic;Tank and PUMP CHAMBER CROSS SECTION AMD SPECIFICATI()US ' PAGE S OF a •VEIJT CAP WEATHER PROOF uuuCTIOU eoX 4'C.I. VENT PIPE APPROVED LOCKING � 10' FROM 0008.. MAWHOLE COVER /'JIV .iINDOW OR FRESH I LABEL. A1K IMTAKE cor�DUtr. q�MI1J. Ie' M1u. — — — — 18'M11.1, y�U�S:�= Tlor.� PROVIDE I - - - -- IlJLE T -7 AIRTIGHT SEAL I APPROVED JO IUT . A I I ( APPROVED J01Ni: W/ C- I PIPC"IZ ALARM Tank construction I (I w/C. PiPE�Pc shall comply with I I I ILHIR 133.15 and 33.20 ( 1 oN C I ,� LLEv FT PUMP --_ OFF D C016,ICRETE �� Q Q 0 I BLOCK } 3" AAPf2a+e�, R15ER EXIT PERMITTED O►JLy IF TAWK MAwuFACTLIRER HAS SUCH APPROVAL. SEDtDINr, SEPTIC F SPECIFICATICKIS 005E W``�� cy.�c_tz� ►DUMBER OF DOSES: 2 81 PER oA� TA►JKS M A t1UFACTURCR: TAWK SIZC : 1ILS 1-150 GALLOWS DOSE VOLUME r ALARM MAUUF'ACTURC.R: S_5", E-�T� S`1S1�rZ lA1 UDIAJ OAGKfLQW: ZZS' GALLONS MODEL AIUMBER' 10 Lti1 , CAPACITIES: A= `� IMCF4E5 OR 30(x, S CALLOUS SWITCH TyPC: B= Z Iwr-HES"0R 3 � ' 3 G� LLOtJS PUMP PlAQUFACTURCR: G0U t--D S cu 'I q WCHES OR 2 � 5 �$ CALLOUS MODEL WUMBER: 3a1� X405 D= � INCHES OR la3 `�' GALLOWS WS ��IZ��-�I MOTE: PUMP AUD ALARM ARE TO DE $ Z 54JITCH TyPir: _ MIWIMUM DISCKARGE RATE GPM INSTALLED OIJ 5EPARATC CIRCUITS VERTICAL DIFFERENCE DETWCEAI PUMP OFF AUO- 015TR1HUTIOW PIPE.. FEET + MII.IIMUM 1JE:TWORK SUPPLY PRESSURE . . . . . .. . . . . 2 FLZrT F T. + FEE OF FORCE MA X Z �oFtFRlCT FAL7oR_. 1 L O ' FEET TOTAL 0t►JAMIC. HEAD = �'�'�� FEET Pump chamber DIAMETER , WTERLIAL DIMLWStOtJ� of TAWK: LENGTH —` ;WIDTH 1 ;LIQUID DEPTH BOTTOM AREA - 231= GAL /INCH AS PER MANUFACTURER = ( b•�3 GAL /INCH r Goulds Submersible - ill u ent Pump 1J _ EPO4 P E 05 APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer, following uses: • Capable of running lubrication and efficient strength, and durability. • Effluent systems dry without damage to heat transfer. ■ Motor Cover: Thermoplas- • Homes components. tic cover with integral handle Motor: Available for automatic and • Farms manual operation. Automatic and float switch attachment • Heavy duty sump • EPO4 Single phase: 0.4 HP, models include Mechanical points. • Water transfer 115 or 230 V, 60 Hz, 1550 Float Switch assembled and ■ Power Cable: Severe duty • Dewatering RPM, built in overload with preset at the factory. rated oil and water resistant. automatic reset. SPECIFICATIONS • EP05 Single phase: 0.5 HP, Bearings: Upper and lower 115 V, 60 Hz, 1550 RPM, FEATURES heavy duty ball bearing Pump: EPO4 built in overload with construction. ■ EPO4 Impeller: Thermo- • Solids handling capability: automatic reset. plastic Semi -open design AGENCY LISTING /4 maximum. • Power cord: 10 foot with pump out vanes for • Capacities: up to 55 GPM. standard length, 16/3 SJTO mechanical seal protection. SA- Canadian standards association ' • Total heads: up to 24 feet. with three prong grounding • Discharge size: 1 1 /2" NPT. plug. Optional 20 foot ■ EP05 Impeller: Thermo- (CSA listed model numbers • Mechanical seal: carbon- length, 16/3 SJTW with plastic enclosed design for end in 7" or "AC ".) rotary/ceramic- stationary, three prong grounding plug improved performance. BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged • Temperature: thermoplastic design provides 104 °F (40 °C) continuous superior strength and 140 °F (60 °C) intermittent. corrosion resistance. • Fasteners: 300 series METERS FEET stainless steel. 10 • Capable of running ,y dry without damage to s 30 _ ,► 5GPM components. Pump: EP05 8 t-2-5 Fr • Solids handling capability: c 25 3 /4 " maximum. a ( ! • Capacities: up to 60 GPM. _ • Total heads: up to 31 feet. s 20 • Discharge size: lY2" NPT. z 5 • Mechanical seal: carbon- a 15 3-t'y rotary/ceramic- stationary, _j 4 , I BUNA -N elastomers. A EP05 • Temperature: 0 3 i0 104 °F (40 °C) continuous 140 °F (60 °C) intermittent. 2 EPO4 5 �- 0 00 10 20 30 J 1 40 50 GPM Wisaonain Department of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page of Bureau of Integrated Services in accordance 83.49, Wis. Ad i Code. ` ✓ trlten 1� «4 �D�w{'�ytr� Attach complete site plan on paper not less than 8 1/2 x 11 inc sf"ze. Plan *st County include, but not limited to: vertical and horizontal reference p ), dire ��,�,,,, r percent slope, scale or dimensions, north arrow, and location a t istance to 6.q Mad. parcel I. D. # r 0,3 -/6 20 — 20 - (90 APPLICANT INFORMATION - Please print all qro* mation f � ' Ike y D to Personal information you provide may be used for secondary purposes Inv cy Law, s iiyNlMm)). 7 2 Property Owner . U.w t"o Gout. Cof� j 114 S 1 /4,S T N,R 2 E (o Property Owner's Mailing Address Block# Subd. Name or CSM# 1� -- City State Zip Code Phone Number ❑ city ❑ Village wn Nearest Ro 5 *P3 L7 S)77 - ad 1 1 2 go :k sv- ew Construction Use: Z Residential / Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow gpd Recommended design loading rate ! ,t � / l° bed, gpd /ft gpd /ft Absorption area requiredA�� bed, ft 37 J tre nch, ft Maximum design loading rate _ bed, gpd /fiZ r z trench, gpd /ft Recommended infiltration surface elevation(s) 12, ft (as referred to site plan benchmark) Additional design /site considerations Parent material 4TC — Flood plain elevation, if applicable � ft F S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding T k U = Unsuitable for system E:1 S -P1 U , S ❑ U ❑ S U lys ❑ U ❑ S X U ❑ S ] U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 7 / k -� 23 Ground - Z j / 1_ O /� //� r elev. r j (/ Depth to limiting fact ��in. ' Remarks: Boring # 1 / lei 1 Ground �i1 �i� S ✓ �- �' !� ,J�5 g ; Depth to limiting � �or in. Remarks: CST Name (Please Print) n e Telephone No. Address Date CST Number 00 >' S .Ul - a .- cry IL DESCRIPTION REPORT PROPERTY OWNER Page of PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 3 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench i Ground 171 ; l7/ � M ft : Depth to limiting c or in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # .......................... ......................... ........................... Ground elev. ft. Depth to , limiting factor ' Remarks: Boring # Ground elev. ft. ' Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) i Soil Test Plot Plan r roject Name Harold Brandt Sha d ,Address 1015 290th St. Glenwood City Wi 54013 CSTM #226900 Lot - ---- Subdivision ------- Date 7/20/99 NW 1/4 SW 1 /4S 9 T 29 N /R W Township Springfield E] Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post with Orange Ribbon System Elevation 97.0 *HRP Alt. BM Top of Steel Fence Post with Orange Ribbon @ 99.6 ► • 240th St. �• 350' CJn,L ►`' B -1 80' Note: the closer to the 70' stream, the % slope 250' increases B -2 0 , 5 ' B.M. 40' 20' 4% 15' Alt. B -3 Slope .M. 75' a 0 0 N M Area of Seasonal flooding and small stream proceeding on a irregular path 1320' Property Line 7J r 6 �- ST CROIX COUNTY ev SEPTIC TANK MAINTENANCE AGREEMENT AND 0 RSHIP CERTIFICATION FORM Owner/Buyer o Mailing Address ak 0 133 /70AM9 4ent SYU,2 3! Property Address AM ,t (Verification required from Planning Department for new construction) City /State deli i0e� C"- A / Parcel Identification Number o3 y - �l�' -- .5'0 —W a LEGAL DESCRIPTION Property Location VE_ r /4, s w '/4, Sec. , T,;)p N -R rs JAI, Town of E.Z .L . Subdivision , Lot # ----- Certified Survey Map # Volume _ , Page # r- ---- -- Warranty Deed # /, 1? - 2 ; Volume /!I N P , Page # , 2_?f (Y_ 4_9— Spec house ❑ yes,no Lot lines identifiable yes ❑ no SYSTEM 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. What 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 certification form, signed by the owner and by a masterplumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the three year expiration date. SIGNA M OF LIC DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. AMLA ' GNAMU OF AP ICA DATE * * * * ** Any information that is mis- representedmay 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 September 29, 1999 Town of Springfield Vicky Benson, Clerk- Treasurer 980 280th Street Woodville, Wl. 54028 Zoning Office 1101 Carmicheal Road Hudson, Wl. 54028 RE: Dennis Fogerty Septic System Dear Rod, This letter is to inform the zoning office that Dennis Fogerty has permission of the Town of Springfield board to dig a trench across 290th Street. His property is 40 acres located at the west side of 290th street with the legal description of NE 114 of the SE 114 of Section 8, Town 29, Range 15W, parcel # 034 - 1018 -50 -000. He has an easement with L.E. Wamke who is located on the east side of 290th street for the north 240 feet of the west 310 feet of the NW 1/4 of the SW 1/4, Sec. 9, Town 29, Range 15W, Parcel # 034 - 1020 -20 -000. This is to be done to install his sewer system with the costs of repair to 290th street to be taken care of by Mr. Fogerty. 1 have enclosed a copy of the minutes from the August 9th Regular meeting that includes the motion in regards to this matter. If you have any questions please feel free to contact me at 698 -2170. Sincerely, Vicky L. Benson Clerk - Treasurer, Town of Springfield Wisconsin Department of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page of Bureau of Integrated Services with s. ILHR 83.09, Wis. Adm. Code County Attach Attach complete site plan on paper not I sVab 8 1/ x 1^�ai' nches in size. must include, but not limited to: vertical and 'mental ref #r?ir�4WiRi (BM), direction and percent slope, scale or dimensions, n I �afrow, and location aid distance to, nearest road. Parcel I.D. # APPLICANT INFORMATION - A. 'pse priit ejti ormaH6n. Re w b Date Personal information you provide may be us ek or con " mss (Privacy LAw,s' :,15.04 (t) (m)). 1 8 p Pr Property Location d 1 : �� y Govt. Lot 114 1 /4,S TA 9 ,N,R �r) W Property Owner's Mailing Address Lot # Block# Subd. Name or CSM# Le - 2, fo r t — — City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road ( [ New Construction Use: ❑ Residential / Number of bedrooms _ NA Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow ` gpd Recommended design loading rate bed, gpdfft gpd/ft Absorption area required bed, ft ° trench, ft Maximum design loading rate A4 bed, gpd/ —Al--k trench, gpd/ft Recommended infiltration surface elevation(s) --"'� ft (as referred to site plan benchmark) Additional design /site considerations Parent material 6V h C / A L r! 4 4 Flood plain elevation, if applicable N ft S = Suitable for system Conventional Mound In- Ground Pressure AT Grade System in Fill Holding Tank U = Unsuitable for system ❑ S (9 U [Is [ U El I U ❑ S a U I ❑ S W U ❑ S C? U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh, Bed Trench 2M544 S 2 M S 6 Fran; 15 8 ;,,r Ah 6r v A h . f " Ground ,el ev. Depth to limiting factor in. Remarks: �Q I�N 1 ` d otYd 7`' M.6 7` a 2 e M ely -- r Boring # Ground elev. ft. Depth to limiting factor in. Remarks: CST Name (Please Print) Signature Telephone No. Address Date CST Number ga H 190 -- SOIL DESCRIPTION REPORT PROPERTY OWNER — Page of PARCEL I.D.# Boris # Horizon Depth Dominant Color Mottles Structure 2 Boring in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed .Trench Ground elev. Depth to limiting ; factor in. ' Remarks: Boring # 13 Ground elev. ft. Depth to factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD /ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # ; 13 Ground elev. ft. Depth to limiting factor ' Remarks: Boring # i3 Ground elev. ft. ' Depth to limiting factor ' Remarks: SBD -8330 (R. 07/96) I 4L : : -- — - -- � - -�-- - � - - -� -- - -fi - - -- �� : d' -- - -- _ - -- - -_ - -M / p��` _4 lo-A - - - - -- - - -- 'ul•i. 1,1 j ( PAGE G�, 6082$8 STATE BAR OF WISCONSIN FORM 1 - 1998 KATHLEEN H. WALSH WARRANTY DEED R OF D EED Document Number RECEIVED FOR RECORD This Deed, made between 08-09 -1999 3:00 PM Harold K. Brandt and Betty R Brandt husband and IJARRAI DESD wife EXEMPT D Grantor, CERT COPY FEE: and COPT FEE: TRANSFER FEE: 135.00 L.E. Warnke a sincle Person RECORDING FEE: 10.00 PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of \ Wisconsin (the "Property"): The NW 1/4 of the SW 1/4 of Section 9, Township 29 Recording Arcs \ orth, Range eat, T o prin ie Name and Return A \ Grantor, his successors and /or assigns, hereby r, reserves an easement for construction and maintenance of a mound -type septic system of a size 0 suitable for a three bedroom home to service the owners of the property located in the NE 1/4 of the �y BE 1/4 of Section 8, Township 29 North, Range 15 034- 1020 -20 -000 West. Said easement shall be located in the North Parcel ldentifirmion Number (PIN) 234 feet of the West 310 feet of the NW 1/4 of the This is not homestead property. SW 1/4 of Section 9, Township 29 North, Range 15 (is) (is not) West. Together with all appurtenant rights, title and interests. (� Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except easement, roadways and restrictions of record W th Dated this S day of / q + 7 O ' T Harold K. Brandt s • Batt,//R. Brandt ( AUTHENTICATION ACKNOWLEDGMENT STATE OF W 1 IVI r N N E S oT f Signature(s) ) ss. ul. ` _s�l County. ) Personally came before me this 5 day Of authenticated this day of US I R '7 the above named Ae�r - li ttd Be R, Bradd l �- us�r<uA at'd 6 2 TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person S who executed (If not, the foregoing instrument and acknowledged the same. authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY • stlt_ (.��t•�T Michael H. Forecki , Attorney Notary, blic, State of fil(A WCIS07 74 Eau Claire, Wisconsin My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are J not necessary.) mk [r *Names of persons signing in any capacity must be typed or printed below their signature. Notary publl* AAAn �.D .11 t STATE BAR OF WISCONSIN ta" WARRANTY DEED FORM No. 1 -1998 MY C«run• Eaprs Jft 31 76&,UFD • MONDAY AUGUST 9, 1999 REGULAR MEETING The Regular monthly meeting for the Town of Springfield was called to order by Chairman Ray McCarthy 06:42 p.m. PRESENT: Sherri Broniarczyk, Sonny Brandt, Rudy & Martha Erickson, Ken Lyons, James Pickerign, J.J. Helm, Wiliam Mellen, Mark Erickson, Dennis Fogerty, Chairman Ray McCarthy, Supervisor's Leon Ringstad & Dick Haines, and CI-Tr Vicky Benson. The minutes from the July 12 Regular Meeting were read by the c-tr. A motion was made by Dick & 2nd by Leon to accept the minutes as read. Motion Carried. The financial report for July was read by the cl4r. A motion was made by Leon & 2nd by Dick to accept the report as read. Motion Carried. Ray M. reported on the 72nd St. project. A motion was made by Leon & 2nd by Dick to purchase a 33' easement from Irene Larson and fence 1/2 the road at a purchase price of $1500. Motion Carried. Ken Lyons came before the board to question his fire call bill of $1,018.00. He stated that he paid $1000 of the bill & that It was his understanding that anything over $1,000 was absorbed by the township. Ray said that we would drop teh $18 remaining on his account. Ken also questioned if he township had any authority to act on someone trespassing on his property as he had a problem with a trespasser and he called the St. Croix Cty police and he ended up with a disorderly conduct charge. He stated that the DA instructed him to talk to his town board on this matter. Ray told Ken that we have no power for policing the township. Dick said he would check with the DA on trespassing laws, etc. J.J. Helm came to the board with information on vacating the roads on his property. Ray took the info and it was decided that this issue will be decided on at the next meeting. The board also discussed that he needed to disclose to the new buyer that he has an open well on his property. J.J. also presented the board with his resignation as treasurer of the Hersey Sanitary District. He also reported that the residents of Hersey voted down taking the Grant money. They will be in the process of disolving the Hersey Sanitary District and will have to pay off the debts they have at this time for eng., etc. The dollar amount is approxiamatly $12,000 to be assessed on the tax roll for the Hersey residents. James Pickerign came to the board in regards to his fire bill. He stated that he felt the bill was to high as they weren't at his residence that long and he felt they didn't do a good job. He was instructed to go to the Glenwood City Cleric and talk to the GC Fire Dept. about this matter. His bill will be held with us at no interest char until he g ets this matter cleared . u � 9 P Dennis Fogerty came to the board in regards to land he may purchase from Sonny Brandt. In order to get a sewer on the land he will need to go underneath 290th street, he requested permission to dig a trench across 290th with the cost of repairing the road to be charged to him. A motion was made by Leon & 2nd by Dick that he has permission to cross 290th if necessary with all costs of repair to go to him. Motion Carried. Sherri reported that everything is going good with recycling. She suggested sending a letter explaining our recycling program and enclosing a free garage bag to incourage people to use our services. Sherri also requested we purchase gloves and a 4' animal control pole for dog catching purposes. A motion was made by Dick & 2nd by Leon to purchase these items. Motion Carried. Sonny reported that he put a used tire on the truck for 1/2 the price of a new tire. Sonny also reported that he would go in the hospital for surgery on August 16th with an unknown time for recooperation. A motion was made by Leon & 2nd by Dick to pay Sonny 1/2 of his STATE BAR OF WISCONSIN FORM 2. 1998 1&:3L O $ 2 2 KATHLEEN H. WALSH WARRANTY DEED REGISTER OF DEEDS von 1458PAGE242 ST. CROIX CO., WI Document Number RECEIVED FOR RECORD This Deed, made between 09 -23 -1999 9:00 AM Harold K. Brandt and Betty R. Brandt, husband and WARRANTY DEED wife EXEMPT # Grantor, CERT COPY FEE: and Dennis D Foqerty, a single person COPY FEE: TRANSFER FEE: 144.00 RECORDING FEE: 10.00 PAGES: 1 Grantee. Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate in St. Croix County, State of Wisconsin: The Northeast Quarter of the Southeast Quarter (NE 1/4 of SE 1/4) of Section Eight (8) , Township 29 Recording Area North Range 15 West. Name and Return Address TITLE ONE Premier Group, Inc. Grantor hereby also conveys an easement for 706 19th St. So. construction and maintenance of a mound type septic Hudson WI 54016 system of a size suitable for a three bedroom home to be located on the following described parcel of land: 034- 1018 -50 -000 The North .234 feet of the West 310 feet of the Parcel Identification Number (PIN) Northwest Quarter of the Southwest Quarter (NW 1/4 This is not homestead property. of SW 1/4) of Section Nine (9) , Township 29 North, (is) (is not) Range 15 West Exceptions to warranties: easements, roadways and restrictions of record Dated this 10 day of , * * Harold K. Brandt Brandt AUTHENTICATION ACKNOWL%P1&MCNTj , ?3 STATE OF WISCONSIN : Z M )i m :k: �t�'+° Signature o s) lit ., );s I Persona y came before me 11� •. p' •`day of authenticated this day of , ve named 2i K. Brandt and Bett R. Brandt * TITLE: MEMBER STATE BAR OF WISCONSIN to me known to be the person s who executed (If not, the foregoing instrument and a owledged the same. authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY * Kathleen R. Videen Michael H. Forecki, Attorney Notary Public, State of Wisconsin Eau Claire Wisconsin M-y-C-Qmmission ispgrmanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are �J ( k a ,p not necessary.) ZFoR *Names of persons signing in any capacity must be typed or printed below their signature. a+ 4.02.05-0001 STATE BAR OF WISCONSIN 09.21 -1999 WARRANTY DEED FORM No. 2 -1998 v b ro Q) r-I 4-) A LL 0 .�4 q NI LY v v o , o o S vl 1 0 U b r-j • ro ri - Ovrd� • 4 4j U J I P roHb w -9 ' v a CU b a a o' r / ' D 0 0 ni U .+.i Pb� 9 0 an a .A o �- v 3 r+ W 'i 4 a � _j b v 9 k p a r a o I �C� e DD 3-I •1- iJ I '�J v oil Ip to 4J m i VI 4J N vv n ! ` Z ul O x w d LL i • 0 4J rd cn i 4J r-1 r-I U +J wwHHV a Z to tD a io 3 as h ' to - - a v ")/VrI ' M a --' -o D IV M • f J I V V 1 o L 'a 2 7 (A 3 td p