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034-1088-95-000
/* Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM y C ancituildings Division Count St. Croix INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary'Mgeo.: Personal information you provice may be used for secondary purposes [Privacy Law, s 5.04 (1)(m)]. Permit Holder's Name: ❑ City ❑ ViUage ❑ � ownship State Plan ID No.: Bee, Dan J 11gI1 e CST BM Elev.:- Insp. BM Elev.: BM Description: Parcel T�x I�Io1:088 -95 -000 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic O�� Benchmark Dosing ' Alt. BM AVFdtiU Bldg. Sewer Holding S Ht Inlet ��,bz TANK SETBACK INFORMATION TANK TO P/ L WELL BLDG. Air Intake ROAD Air Septic / 7 00' NA Dt Bottom I � - Fs Dosing 7 r /p' 1 NA Header /Man. Y Za k Dist. Pipe y ZO qy 3d H Ing Bot. System PUMP/ SIPHON INFORMATION ^l' y Final Grade S t cover Manufacturer Demand Model Number P T ZY, S� sd 00 TDH Lift g, QS Friction �i/ I System 7� TDH J Ft oi Head Forcemain Length `i r Dia. Dist. To Well SOIL ABSORPTION SYSTEM BED/TRENCH Width t Len th No. Of Trenches PIT o. Of Pits Inside Dia. Liquid Depth DIMENSIONS DIMENSION SYSTEM TO P / L L G WELL LAKE / STREAM LEACH Ma SETBACK CHAMB INFORMATION Type o > y ' T Mo System: 1j) m er: 30 /(!(, OR U DISTRIBUTION SYSTEM . _a Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake L /I tt tI c/ Length Z i Dia. Z r / Length Dia. Spacing 3jr, Z 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 Bed/ Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) 9 S Inspection #1 In / (� /0 7 Inspection #2: /a /* / oZ Location: 2928 Highway 12, Wilson, WI 54027 (SE 1/4 SW / /1 4 28 T29N R15W) - 282915571C 1.) Alt BM Description = P 0 � 4 CdVV `/�� 64 'S�e w j fA ad Lj �Q, 2.) Bldg sewer length = 61 - amount f cover W G S e ✓ / o / G� 3.) contour = 15 " • - Z. �� �'� t lTG✓ �S 6-e 11V�15 �` Si(�d, Plan revision required? ❑ Yes IM No 0 16 0 Use other side for additional information. s �� SBD -6710 (R.3/97) Dat Inspector Cert. No. X i ADDITIONAL COMMENTS AND SKETCH ; SANITARY PERMIT NUMBER: m i _. 5� E B : I 3 � i , e i 3 i •� -� MOD '14 '1 Submersible Effluent Pump WULDS i a v ;µr METERS FEET f i 10 MODEL: 3871 u o 400 rj s _ 9 30 Discharge; Solids: 8 Motor 7 25 Single phase: 115V 5 20 Materials of Construction C3 5 Brass/thermoplastic = 4 15 EP05 Features and Benefits ' *Top suction eliminates a 3 ,o impeller clogging. 2 5 Corrosion resistant construction. 0 ° 0 10 20 30 40 50 UXGFM *Float actuated switch. 0 2 4 5 8 10 1 -- m'Ar CAPACITY METERS FEET Pump Specifications Features and Benefits i ' MODEL DVP03 4/10 and ' /z HP 9EPO4 impeller- semi -open design 5 20 Up to 60 GPM with pump out vanes to protect 5 15 Maximum head to 32' mechanical seal. N 4-Discharge size 1'/2° NPT -EP05 impeller - enclosed design 0 3- 10 Solids: 3 /4" maximum for improved performance. 2 Motor • Rugged glass - filled thermoplastic 1 5 All motors feature ball casing and base design provides 0 0 bearing construction. superior strength and corrosion 0 5 10 15 20 25 30 35 40 U.S.OPM resistance. 1 0 2 4 5 8 10 0 Single phase: 115V .Cast iron motor housing for CAPACITY Materials of Construction efficient heat transfer, strength, Cast iron and durability. Thermoplastic - Corrosion resistant threaded Stainless steel stainless steel shaft. •Available for automatic and manual operation. -CSA listed models available. t All Models are designed for continuous operation and feature stainless steel hardware. - 2- 2- Z Sanitary Permit Application Safety & Buildings Division In accord with Comm 83.21. Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 lVisconsin Personal information you rovide may be use or secondary purposes Madison, WI 53707 -7302 Department of Commerce p (Submit completed form to county if not (Privacy Law. s.,M state owned.) Attach complete plans (to the county copy onl �) s stem, on paper p6liess than 8 -1/2 x l I inches in size. County C StatSanitary Permit Number ` eck if redo previ* p ication State Plan 1. D. Number l b I. Application Information - Please Print all Information_ �,- . Location: Property Owner Name ? 1 i Property Location 1/4 S 1 /4, S �_T 1 ,N. R (or) W Propert Owner's Mailing Address �i }} �:N,- v �Y �, ; Lot Number Block Number City, ) , State Zip Code o e Subdivision Name or CSM Number (� 11 Type of Building: (check one) ❑ City 'pal or 2 Family Dwelling — No. of Bedrooms: ❑ Village ❑ Public /Commercial (describe use): 113_Toum of ❑ State -owned III Type of Permit: (Check only one box on line A. Check box on line B if applicable) Nearest Road �� ` 2 A) L ❑ New Svstem 2 aieplacement 3. ❑ Replacement of 4. ❑ Addition to Parcel Tax Number(s) z . z 1 • iS• 9— System Tank Only Existing System CJ 3 l d F' — X1 5'- DG o B) Permit Number Date Issued ❑ A Sanitary Permit was previously issued IV. Type of POWT System: (Check all that apply) __ � \ • Non - pressurized In- ground L7'Mound (:--- x ; D /) ❑ Sand Filter ❑ Constructed Wetland • Pressurized In- ground 0 Holding Tank ❑ Single Pass ❑ Drip Line • At -grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other: • Dis ersallTreatment Area Information: ' C3 7 1. Design Flow (gpd) 2. DispersatArea 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade Required Proposed Rate (Gals.lday /sq. ft.) (Min. /inch) Elevation VI Tank Capacity in Total tt of Manufacturer Prefab Site Steel Fiber- Plastic Information Gallons Gallons Tanks Con- Con- glass New Existing crete structed Tanks Tanks V r e L,& Cam" ❑ ❑ ❑ ❑ S � fa/ ❑ ❑ ❑ ❑ VII Responsibility Statement I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (print) Plumber' ignature (no st s): �IvtPlMPRS No. Business Phone Number S k % S'T Plumber's Address (Street, City , ,State. Zip C VIII County/Department Use Only ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issuing Agent Signature (No stamps) S$ Approved ❑ Owner Given Initiaf Adverse Surcharge Fee) q Determination 3 ZS U O I Z 2 z vvU IX. Conditions of Approval'/Reasons Disapproval: l- �Cx�St %r� Sy s�er / � �a 6e GtbahG�oh Pli/� pPr Cs.nw. � 33, II-- t / P ( r� I Z.� �a ��/ 5r<re�f /v Gc�4Y•G�on[L! r+Orfl� O ltrT 4�ibLK Z� 7 lZ 6 4 he Fold Is Kota) par+ 3. Tt14Cr � �t IttiS�Ct l� Q1^(✓ IhQ�tn2o`tnL '� e (�t G� �rS 2c a�i 1 [ Safety and Buildings C. PO BOX 7162 MADISON WI 53707 -7162 TDD #: (608) 264 -8777 iscons n www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary September 12, 2000 CUST ID No.223475 ATTN.• POWTS INSPECTC7 ZONING OFFICE _U JOE STANG ST CROIX COUNTY S S tp i c , VC 506 WILLOW DR 1101 CARMICHAEL ..00 WOODVILLE WI 54028 HUDSON WI 54016 , 4 coUN ROIX 1 ZONING OFFICE RE: CONDITIONAL APPROVAL entt is on ers r PLAN APPROVAL EXPIRES: 09/12/2002 Transaction ID No. 43 SITE: Site ID No. 197779 DAN BEE - RESIDENCE Please re er to both i enri ication numbers, ST CROIX County, Town of SPRINGFIELD; US HWY 12 above, in all correspondence with the agency.! SETA, SW1 /4, S28, T29N, R15W FOR: Description: MOUND SYSTEM Object Type: POWT System Regulated Object ID No.: 758154 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. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. On page 7, two -foot contour lines in the system area or ground elevations at the system's four corners were not shown as specified in the approved mound system component manual. The percent and direction of the slope in the system area must also be shown. 2. As specified in s. Comm 85.40(3)(a)5.d., Wis. Adm. Code., the soil test plot plan must show ground surface contour lines at an interval appropriate for the conditions present. The percent and direction of the slope in the tested area must also be shown. 3. Concerning this set of plans, there are actually 13 pages in the bound volume, some of which are not numbered or suitably referenced in the table of contents. 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 letterhea . Sincerel DATE RECEIVED 08/18/2000 FEE REQUIRED $ 175.00 FEE E EPA& , PO S PL REVIEWER II BALANCE 1 CE DUE $ 0.00 Integrated Services (608)266-2889,M- , 0745 - 1630 HRS PEPAGEL @COMMERCE.STATE.WI.US WiSMAK rode: 76 cc: DAN BEE Safety and Buildings Visconsin PO BOX 7162 MADISON WI 53707 -7162 TDD #: (608) 264 -8777 www.commerce.state.wi.us Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary September 12, 2000 CUST ID No.223475 A7TN: POWTS INSPECTOR ZONING OFFICE JOE STANG ST CROIX COUNTY SPIA 506 WILLOW DR 1101 CARMICHAEL RD WOODVILLE WI 54028 HUDSON WI 54016 RE: CONDITIONAL APPROVAL enti ication Numbers PLAN APPROVAL EXPIRES: 09/12/2002 Transaction ID No. 430480 SITE: Site ID No. 197779 DAN BEE - RESIDENCE Please refer to both identification num rs, ST CROIX County, Town of SPRINGFIELD; US HWY 12 above, in all correspondence with the agency. SE1/4, SWIA, S28, T29N, R15W FOR: Description: MOUND SYSTEM Object Type: POWT System Regulated Object ID No.: 758154 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. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. On page 7, two -foot contour lines in the system area or ground elevations at the system's four corners were not shown as specified in the approved mound system component manual. The percent and direction of the slope in the system area must also be shown. 2. As specified in s. Comm 85.40(3)(a)5.d., Wis. Adm. Code., the soil test plot plan must show ground surface contour lines at an interval appropriate for the conditions present. The percent and direction of the slope in the tested area must also be shown. 3. Concerning this set of plans, there are actually 13 pages in the bound volume, some of which are not numbered or suitably referenced in the table of contents. 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 concern4 this correspondence may be made to me at the telephone number listed below, or at the address on this letterh :TER cerel , DATE RECEIVED 08/18/2000 / FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 EPA L , A REVIEWER II BALANCE DUE $ 0.00 Integrated Services (608)266-2889, M , 0745 - 1630 HRS PEPAGEL @COM RCE.STATE.WLUS Wl SMALTdode 7633' cc: DAN BEE i E MOUND SYSTEM DESIGN 1 g 200 Residential Application PU \V• INDEX AND TITLE SHEET Sp\ Et�t Project Dan Bee Owner Dan Bee Address 415 Hwy 128 Wilson, WI 54027 Legal Description SE1 /4SW1/4, Sec. 28, T.29N., R.15W. Township Springfield County St. Croix Subdivision Name Village of Hersey Lot No. 4, 5, & 6, Blk. 24 Parcel ID Number 034- 1088 -95-000 Plan Transaction Number P.O.W.T.S. Index and title sheet Page 1 coj iditron all y Mound calculations Page 2 Mound drawings Page 3 ® . . . A P Pres dist talcs and laterals Page 4 CORRECTION NEEDED DEPA 7 o MME TDH and pump tank drawing Page 5 DIVISI AFE ND B INGS Pump specifications P SEE CORRESPONDENCE Site plan _ Pa 7 um -up detail Page 8 EE CORRESPONDE E Management plan Page Soil evaluation report Pag 10 Designer Joe 9tang License Number 223971 Signature _ Phone No. 715 -084 -5166 Date August 11, 2000 Page 1 of 10 0.9/12/00 TUE 10:06 FAX 715 386 4686 ST CRX CO ZONING l�UU2 MOUND SYSTEM DESIGN Complete red boxes as necessary. 750 gpd maximum design flow. Residential or commercial? (r or c) Slope 8 % Design flow rate 300 gpd Depth to limiting factor 21 in In situ soil infiltration rate 0.5 9pdf' Contour line elevation 92.5 ft Use standard fill depths? x OR Design depth? in Place X in box to use standard depths (24 and A +4 inclusive) OR specify design fill depth. Orifice density 5.00 Orifices per fe Center or end manifold c {c or e) Orifice diameter 0.125 in 0.125, 0.1 02 19, 0 --s. 0.200, or 0.313 inch only. Lateral spacing 2.50 ft Use 0lateral spacing for trenches. Estimated orifice space 1.90 ft Not a final calcUlOw. Number of laterals 4 Pump tank elevation 86 ft outside bottom of tank. 1= orcemain length L. ft Forcemain diameter 2.0 in 1.5, 2 ,3 or 41nch only. 2.067 in Actual I.D. DIAMETER CONVERSIONS 118 =0.125 114 = 0.250 SYSTEM SOLUTIONS 5/32 =0.156 9132=0.281 Design flow rate 300 gpd 3/16=0 7/32 .21 5(1 6=0.313 7132 � 0.218 Absorption cell Application rate & area 1.0 glw 300.0 ft1 Linear loading rate (LLR) 5.00 gpd/ft Design width (A) 5AQ ft Cell length (B) 60.0 ft Depth of cell (F) 10.0 in Sand filter Upslope fill depth (D) 15.0 in Downslope fill depth (E) 19.8 in Basal area required (gpdAnflltration rate) 600.0 W Supporting components Topsoil depth 3.0 in Subsoil depth at center 9.0 in Subsoil depth at cell wall 3.0 in End slope toe length (K) 9.85 ft Up slope toe length (J) 6.90 ft Down slope toe length (1) 12.80 ft Total mound length (L) 78.70 ft Total mound width (W) 24.70 ft Project: Dan Bee Transaction Number Page 2 of 10 r 00/12/00 TUE 10:06 FAX 715 386 4686 ST CRX CO ZONING Z003 I MOUND PLAN VIEW observation pipes (Weal) J 4 / � I _ A 5.00 ft 24.7 ft A B _ 60.0 ft J 6.90 ft W I = 12.80 ft I K K = 9.85 ft y 1vsB = 10.0o ft L 79.70 ft typ. obs. pipe (anchored securely) I = down slope dimension' = absorption cell (AxB) J = up slope dimension = plowed area (L.x1M K = end slope dimension UM 6" T (WOUND CROSS SECTION D = b In topsoil e; H subsoil cap E = 19.8 in lateral F = 10.0 in invert 94.25 ft -- F G = 6,0 in elev. T :: H = 12.0 in ASTM C33 D Sand Fill E SYS. 93.75 ft .� elev. 92.50 ft contour 8 %�� slope D = upslope fill depth plowed layer E = downsiope fill depth Note: Absorption cell media will consist F = absorption cell depth at aggregate and pipe with laterals G = subsoil + topsoil depth at cell wall centered across AxB media. The cd H = subsoil + topsoil depth at cell center media is covered with geotextile fabric• Designer notes: Project: Dan Bee Transaction Number: Page 3 of 10 • e PRESSURE DISTRIBUTION CALCULATIONS Dispersal cell Width (A) 1 5 Ift Length (B) 60.0 ft Lateral specifications Number laterals 4 Orifice/lateral 15 holes Lateral length (P) 29.00 ft Orifice diameter 0.125 in Lat. dis. rate 6.18 gpm Sys. dis. rate 4.72 gpm Orifice spacing (X) 24 in Lateral diameter Pipe diameter Design options Design choice Designer must 1 in x Place X in red X' one choice 1 1/4 in x box of chosen from the options 1 1/2 in x diameter. provided. 2 in x x 3 in x Manifold diameter Pipe diameter Design options Design choice Arab 1 in x X' one choice 1 1/4 in x Place X in red from the options 1 1/2 in x box of chosen provided. 2 in x x diameter 3 in x 4 in x Distribution system contains: 4 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. Force main connection via tee or cross to manifold at any point. Laterals are identical P AL (> = Turn -up vdball valve or IE X- ) �VZ I x02.0 Laterals & force main of PVC Sch 40 cleanoutplug per COMM Table 84.30.5 Holes drilled on the bottom of the lateral. Lateral length (P) 29.00 ft Lateral spacing (S) 2.50 ft Orifice spacing (X) 4 in Manifold length 2.50 ft Orifice diameter M - 4 in Lateral diameter 2.00 in Forcemain diameter 2.00 in Project: Dan Bee Transaction Number: Page 4 of 10 TDH and Pump Tank Drawing Total Dynamic Head Operational head 6.50 ft Vertical lift 6.95 ft (7g cC! � Are laterals the highest point in the Friction loss Q.54 ft 1 . 1 system? Yes "x" here. Total dynamic head 13.99 ft If no, why is the Highest elevation Dose Volume downstream of pump? Dose is > 5.9 times lateral volume Forcemain drain Lateral void volume 20.2 gal back to tank? CY' one) Minimum dose 119.2 gal I x lvma Drain back 8.7 gal iNo Dose volume 127.9 Jigal Typical Pump Chamber Layout In combination with state approved treatment tank. approved manhole cover with weather proof warning label and locking device grade levels junction box � g rade levels disconnect aftemate 4" vent pipe electric as per NEC 300 and �- outlet Comm 16.28 WAC location 18" min. wall of pump k- apps chamber or outlet joint combination tank A Provide 1/4" weep hole or anti - alarm on siphon device as necessary pump on B Grade levels pump 87.3 ft C - pump tank manhole = 4" off elev, minimum above finished grade D If - vent = 12" minimum - above finished grade 8670 ft Pump tank elevation 3 " of bedding under tank at bottom of tank Tank manufacturer Midwestern Precast , 50 Pump tank capacity 17 gal /in Pump tank volume 650 gal Pump manufacturer JZoeller Inches Gallons Pump model number 198 0 A 16.7 284.1 B 2 34.0 Alarm manufacturer Levelarm C 7.5 127.9 Alarm model number JDLV p D 12 204.0 Project: Dan Bee Transaction Number: Page 5 of 10 • e HEAD/CAPACITY CURVE EFFLUENT and DEWATERING WARNING: Model 18514185 should not be subjected to less than 30 feet TDH. V) TOTAL DYNAMIC HEAD /CAPACITY PER MINUTE W 117$ FRI 7 1) _ 11 )•! — 11 IJ) I)1 IIG1110 I{IN I {I 1 {L11 {3 it 63 1111 4115 IW_ 41 16 _ I W 4111 11114111 1 GI I11 L ` !!. M. G.I, lYw W1. L►a. G.I. LY1 G.I. U, GII. LY. G.I. L►1 G.I. LI. U, G.I. lY>L G.I. Lft GII Lft G.1, U., G.I. U.. G.I. lF. 1 f 1.S! I{.S {1 71 101 1) 111 12 7l) /7 )A H 13{ 101 101 {I 231 11 2)1 fl 211 113 111 III w IS 111 42 to JAI I71 SO 21 11 H 111 {I 2J1 11 100 10 311 100 711 1 1 111 61 7)i $4 770 14 KI fit 712 IS 171 13 I$ 4.37 II f /S H 1 1 H f1 10 7 60 1 l S) IN 111 7 11S 1S 17 70 0.10 7.S 1 1 11 73 I1 40 1{ IN 11 Ii{ 17 710 31 i2) 10 121 .S1 171 11{ Si{ 110 S30 /S 1l1 1 3 2f 7.12 1 70 U 2U 7/ 330 S7 211 s1 221 SI 221 171 111 I)7 SO.J /S 171 30 Lu 11 !It IS 713 SS ilf SI 121 l0 311 SI 371 111 1S7 17r 111 /S 171 /0 17.61 )0 111 38 12 $o 1s.t1 11 171. 44 172 S3 711 1S 711 SI 270 10S n7 111 411 1f 110 so u1/ 21 k 37 121 St 111 SI ill $I 271 10 311 100 311 /S 111 1 20— 70 :1.14 iS 37 U 113 ){ 131 $1 121 11 211 IS 11 IS 171 36 191 10 21.31 30 14 10 71 57 111 sl 112 10 AS 43 171 11 21,13 11 53 /S 171 21 101 H 201 AS ill • !o 100 3o.4$ -'— -- 17 171 2 1 Ir 110 Is 111 34 - 11 u n r1 Ia u, 1 10 ,10 11.00 uo 31s1 1 21 i 30 30 111 32 105 130 AV it r1 - -- _ 100 LKk Vol. 71.3 71• '-' l0 3{ 117s s{ a Ir 7r nr n' nr ur 30 95 _ 28 90 t 86, 26 4186 85 165. 24 BO 4165 75 0 22 70 v 20 a 65 z } 60 163, 0 18 4163 a 189, 0 55 4189 16 50 14 45 12 - 4 — O - 140, 188. 35 4140 418$ 10 30 8 137, 185, 25 139 4185 6 20 15 10 2 5 43 4 5 161, 0 57,59 4161 J S. GALLONS 10 201 30 401 50 60 70 80 90 100 1 110 120 130 140 150 t60 TERS 80 160 240 320 400 480 560 640 0 FLOW PEf2 MINUTE 2 009922 Note: For Head �paclty on m ode industrial column - explosion pr000f pump, see FMO219. P (, o r /O 9 Dar) &e- /ots y,S� (o� Q /!S'2 S� • /�.� S. Z B, 7-Z$ -1 So, pica S�Ori ( � , GLd ,6. CfDi,►' eo., cJ�. I I� CORRECTION NEEDED p SEE CORRESPONDENCE y 7z7 9.� Propoa rX O a4 S'XGO � absor� ion u //. S/ .L9� o t y /afcrol* vp `ar�,F ccs Q f 2-41 SrFrtc� f .-- r ti 82 2 S c� Vo )o C. 4rcc o(aiq. Q p ovo /6 so 9°p �o oserl /, B n To rY(c�e� con+•S•. vn s.T. /P. G, bex on / /y.C� ��e. Assu�,ed flp�ore e lerr = ioo. cam, y scli. y0 P, d.C. 6k,ldr� e� :5cw r. rheas P cr^ Cade. rX�'sf;� 2 6drrM. nto G'/ /k i > /cz eal; o f 5� em atw ACCeea Box Threaded Plug Lateral Manifold Lateral turn -up detail P9. 8 of 10 c , Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General The mound septic system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall be maintained in accordance with component manual SBD- 10572 -P (R.6/99). All local and/or state rules pertaining to system maintenance and maintenance reporting shall be complied with. No individual should ever enter a septic tank or pump tank as dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manholes risers, access risers, and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8 inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into .a tank or component. Septic Tank The operating condition of the septic tank and outlet filter shall be assessed at least once every two years by inspection. The septic tank contents shall be removed when the sludge and scum in the tank exceed 1/3 the liquid volume of the tank. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code, by an individual certified to service septic tanks under s. 281.48, Stats. If the contents of the tank are not removed at the time of a biannual assessment, maintenance personnel shall advise the owner of when service will be needed to maintain less than 1/3 scum and sludge accumulation in the tank. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated. The addition of biological or chemical additives to enhance septic tank performance is generally not required. If such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every two years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System Trees or shrubs should not be planted directly on the mound. Plantings may be made around the mound's perimeter. The mound shall be seeded and mulched as necessary to prevent erosion and provide some degree of frost protection. Traffic (other than for vegetative maintenance) on the mound is not recommended. Soil compaction may hinder aeration of the infiltrative surface within the mound and will promote frost penetration during cold weather months. Cold weather installations (October - February) dictate that the mound be heavily mulched for frost protection. Influent quality into the mound system may not exceed 220mg/L BOD5, 150 MG/L TSS, and 30 mg/L FOG. Influent flow may not exceed maximum design flow specified in the permit for the installation.. The pressure distribution system is provided with a flushing point at the end of each lateral. Each lateral should be flushed of accumulated solids at least once every 18 months. A pressure test should be performed with the results compared to the initial test taken at the time of system installation to determine if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner. Levels above 4 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring. Contingency Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring become defective the defective component shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location. Toe leakage will be eliminated by increasing the basal area of the system. Excessive ponding within the dispersal cell will be eliminated by removing biologically clogged adsorption and dispersal media and replacing said components as deemed necessary to bring the system into proper operating condition. Questions on the operation or maintenance of the system should be directed to your county zoning or health inspector. Pg. 9 Of 10 V: orisir Npartment of Commerce SOIL AND SITE EVALUATION Division of~Safety and Buildings Page � of Bureau of Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 Inches In size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and S X 6 I f Q ix percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # pqo !' R ty A ��Rcss. = a 9�. � v s Hw /� 03 - = 000 APPLICANT INFORMATION - Please print all Information. AuIXY �'� Reviewed b y Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location e Govt. Lot'5 114S�j 1/4,S .2 T ,N,R 20F W Property Owner's Mailing Address Lot # Block# Subd. Name or CSM# V / aZ City State Zip Code Phone Number ❑ City ❑ Village Eg Town Nearest Road Ii / D (� /„S) .�- ,S' a' A/ 4 0- 2 ❑ New Construction Use: 20 Residential / Number of bedrooms Addition to existing building Replacement ❑ Public or commercial - Describe: Code derived daily flow -7""— gpd Recommended design loading rate ! bed, gpd/ft gpd/ft Absorption area required bed, ft �; trench, it Maximum design loading rate bed, gpd/ft gpd/ft Recommended infiltration surface elevation(s) f ft (as referred to site plan benchmark) Additional design /site considerations /.; ' X ,, ?.;z / 6 C tJ �t / Parent material 6 L A 6 / A /- 7r��C. Flood plain eievation, if applicable /Y X tt S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system ❑ S Z U [4S ❑ U ❑ S 4 U ❑ S N U I ❑ S C U EIS f 1 U SOIL DESCRIPTION REPORT Boris # Horizon Depth Dominant Color Mottles Structure GPD/ft 9 Texture Consistence Boundary Roots H....,. in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 0 - 5 2shkM b` S AM , 6 Ground .3 d 6 /� �.� �.� q c.� n . � Depth to limiting factor Remarks: Boring # M�f o- C — S S6 VPR /eye If Ground elev. Fitt. Depth to limiting factor _?,�_In. Remarks: CST Name (Please Print) Sign ture Telephone No. Address Date CST Number 3_2 / 7� �� eN� o o �ai�r 6 for qf lip ��� -- - -- -- - - -- - - .. I : I - -- Al __ I I_ I '0 1 I ' 1271 Wisconsin Department of Commerce SOIL EVALUATION REPORT p age 1 d 2 Division of Safety and Bulldings A.C.E. Sal & Site Evaluations in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference pant (BM), direction and p I.D. percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. 034 - 1088 -95 -000 ID #28.29.15.571C Please print all information. Reviewed B Date Personal information you provide may be used for secondary purposes (Privacy Law, S. 15.04 (1) (m)). Property Owner Property Location Daniel D. & Diane M. Bee Govt. Lot SE 1/4 SW 1/4 S 28 T 29 N R 15 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSW 415 Hwy 128 4 &6 24 Village Of Hersey c ity State Zip Code Phone Number City I@ Village 0 Town Nearest Road Wilson WI 1 54027 1 715-772 -4538 S din field I U.S. Hwy 128 & 292Nd Street ® New Construction Use: 16 Residential /Number of bedrooms 2 Code derived design flaw rate 300 GPD { Replacement fM Public or commercial - Describe: Parent material Glacial Till Flood plain elevation, if applicable na General comments and recommendations: Evaluataion completed to allow mound to be extended further north than allowed by original site evaluation as reported by Gale Smith on 10/08/99. Boring # Boring Pit Ground Surface slew. 91.87 it. Depth to limiting factor 21 11 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD /fN 1 0 -8 10yr3 /3 None sl 2fsbk mfr as 2f,1m 0.5 0.9 2 8 -16 10yr3 /4 None sl 2msbk mfr cs if 0.5 0.9 3 16 -21 10yr4/4 None Is imsbk mvfr cs 4 21 -27 10yr5/6 m2d7.5yr5/8 s Osg ml aw - 0.7 1.2 5 27 -36 10yr6/4 m2d7.5yr5/8 s Osg ml - - 0.7 1.2 * Effluent #1 = BOD s 30 < 220 mg/L and T >30 < 1 50 ffluent #2 = BOD <_30 mg/L and TSS <.-30 m91L 'nature: CST Number CST Name (Please Print) CST James K. Thompson Date Evaluation Conducted Telephone Number Address A.C.E. Soil &Site Evaluations 7/24/00 715 - 248 -7767 Osceola, WI 54020 Ses S. z$ 7-Z"., • °i alt Slopes r _SieeC;— CORRECTION ON NEEDED SEE CORRESPONDENCE i ar � To �ta�r 'ale..�ss�.,,cd • ,4ppirax. /au+ on �' ex;s� SeP�c miler = iDO c�a; T be kiba., a�oned'{ Rae- P" Id lbw 6t L'ac�e ,•I , ` .2 71 . SEP. -12: 00 (TILE) 13:07 SAFETY & BUILDINGS DIVISION TEL : 608 267 9566 P. 002/002 y Safaty and Buildings PO BOX 7162 MADISON WI 53707 -7162 VIsconsin TG7D tt (808) 264 -6777 www.camrnerce. state. Wi, ys Department of Commerce Tommy G. Thompson, Governor Brenda J. Blanchard, Secretary September 12, 2000 CUST ID No.223475 A77N, P0W7N INSPECTOR JOE ZONING OFFICE 506 WILLOW DR S ST CROIX COUNTY SPIA 506 WOODvILLE WI 54028 1101 CARMICHAEL RD HUDSON WI 54016 RE: CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: o9/12/2002 en, cation um bars. Transaction ID No, 430480 SITE: Site ID No. 197779 DAN BEE - RESIDENCE Please rat I entl 1c4t1on, ar$, ST CROIX County, Town of SPRINGFIELD; US HWY 12 above, in all correspondence withi the agency. SEI /4, SW1 14, S28, T29N, R15W FOR: Description: MOUND SYSTEM Object Type: POWT System Regulated Object ID No.: 758154 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. The following conditions shall be met during construction or installation and prior to occupancy or use: I. On page 7, two -fopt contour lines in the system area or ground elevations at the system's four corners were not shown as specified in the approved mound system component manual. The percent and direction of the slope in the system area must also be shown. 2. As specified In s. Comm 85.40(3)(05A., Wis. Adm. Code., the soil test plot plan must show ground surface contour lines at an Interval appropriate for the conditions present. The percent and direction of the slope in the tested area must also be shown. 3. Concerning this set of plans, there are actualiy 13 pages in the bound volume, some of which are not numbered or suitably referenced in the table of contents. 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. fnquiries conceming this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. IPA W 08/ ETD FEE REQUIRED $ 175.00 G L , PLAN REVIEWER II FEE RECEIVED S 175.00 Integrated Service BALANCE DUES 0,00 (608)266 -2889 , - F, 0745 - 1630 HRS PEPAGEL ®COMMERCE.STATE.WI.US Wj$M4' FT"c tlde•.7633 cc: DAN BEE .-SEP.- f2:00(TUE) 13:07 SAFETY & BUILDINGS DIVISION TEL:608 267 9566 P 001 /002 S SAFETY AND BUILDINOS'DIVISION FAX COVER SHEET 201We6t Washington Avenue P. 0. SWIM Madison. Wisconsin 53701 Date Sent: September 12, 2000 Pages Sent (excluding this cover): 1 TO: ST. CROIX COUNTY ZONING OFFICE FROM: Peter E. Pagel, # Integrated Services FAX #: FAX #: 608- 267 -9566 PHONE PHONE: 808 - 268 -2889 Special Instructions This Is the approval letter for the Dan Bee project — 430480. The original and approved plans will be placed In the mail today. If there were any problems with the transmission or not all pages were received, please contact sander immediately at senders telephone number above. SOD -8170 (R.02127) wiscopsin Department ofCommerce SOIL AND SITE EVALUATION Page 1 of 2 division of Safety and Buildings in accord with Comm 83.05, W is. Adm. Code AC.E. Soil &Site Evaluations Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must Coun include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix percent slope, scale or dimensions, north arrow, and I d distance to nearest road. Parcel I.D.# APPLICANT INFORMATION - p/ �" "on. 034- 1088 -95 -000 ID #28.29.15.5710 Personal information you provide may be used ary pur es (PnOa�y4a s. 15.04 (1) (m)). B D �� Property Owner KE CEIVEU Property Location , Daniel D. &Diane M. Bee ovt. Lo SE 1/4 SW 1/4 S 28 T 29 N,R 15 W Property Owner's Mailing Address .I I 1 1 Z 1 2000 of # Block # Subd. Name or CSM# 415 H 128 v 4,5 &6 24 ❑ Village Of Hersey City State cf� Code P er City ❑ Village Town Nearest Road Wilson WI 7 Z 3 C ft Springfield U.S. Hwy 128 & 292Nd Street ❑ New Construction Use: R d� rg ooms 2 ❑Addition to existing building ❑ Replacement ❑ Publi of escribe Code Derived daily flow 300 gpd Recommended design loading rate - bed, gpd/ft .5 trench, gpolft Basal area required bed, ft 600 trench, ft Maximum design loading rate 0 bed, gpd/ft .5 trench, gpd/ft' Recommended infiltration surface elevation(s) 93.5' per G. Smith evaluation. ft (as referred to site plan benchmark) Additional design / site considerations Evaluataion completed to allow mound to be extended further north than allowed by original site evaluation as Parent material Glacial Till Flood plai n elevation, if applicable na ft S= Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank U= Unsuitable for system El S® U ® S❑ U El M U E] S® U ❑ S M U ❑ S® U SOIL DESCRIPTION REPORT w f Depth Dominant Color Mottles Structure GPD/ft Z Boring# Horizon in Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots liter 4 1 0 - 10yr3/3 None A 2fsbk mfr as 2f,lm - 0.5 2 8 -16 10yr3 /4 None sl 2msbk mfr cs if - 0.5 .q Ground 3 16 -21 10yr4/4 N one is lmsbk mvfr cs - - 0.7 1- elev - 91.87 ft 4 21 -27 10yr5/6 m2d7.5yr5/8 s Osg ml aw - - 0.7 r. Z- Depth to 5 27 -36 1 Oyr6 /4 m2d7.5yr5/8 s Osg ml - 1 - - 0.7 Z - limiting factor 21" Remarks: __ - - -- - - -- - - -- CST Name (Please Print) Signature: Telephone No. James K. Thompson n L- 715- 248 -7767 Address A.C.E. Soil & Site Evaluations Date CST Number Ref # 340 Paulson Lake Lane, Osceola, W1 4020 7/24/00 3602 1271 • �. 2 of .2 fa 1 SEScv, S. ZB, 7 -.L9/(, ■ �o,'l ✓Q�uav� Tn . 0 ' h y Ga &Zm, f I tl 7 P 3 't o g ■ sfrtc- ,� 82 B n ar To r�l - 63 • f1PP�dx. /oca on off' T 6e Mf�17 e-di�' rroE , Pdanc! & .6t dude �Om� /fame . ,Pei ` 71 Wisconsin artment of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page of Bureau of Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and S�4 If 6p LIX percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel j. I.D # A el APPLICANT INFORMATION - Please print all information. 1u1 XY0N 4 / R ' ed Date Personal information you provide may be used for secondary purposes (Privacy law, s. 15.04 (1) (m)). Property Owner Property Location / Govt. Lot S' 1 /4s'� 1/4,S.` 0' T ,N,R ��- ) W Property Owner's Mailing Address / /-;Z Lot # Block# Subd. Name or CSM# CJr p State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road Nq w Construction Use: 20 Residential / Number of bedrooms Addition to existing building X Replace nt ❑ Public or commercial - Describe: Code derived daily flow 0 gpd Recommended design loading rate _ Z ,gi bed, gpd/ft -_,&/ trench, gpd/ft Absorption area required 1 7-5 ad, ft ft r y Maximum design loading rate ,_� 4ed, gpd/ft2 . � �nch, gpd/ft Recommended infiltration surface elevation( s) 3 , � J ft t / � J� Additional design /site considerations �X 4� 6 ter - - - -- Parent material 6�/ A a / L Flood ft S = Suitable for system Conventional Mound In- Ground Pressure �—� Holding Tank U= Unsuitable for system El DQ U L4 S El ❑ S 1K U ❑ s X] U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structur oounaary Roots GPD /ft2 _.._._..,.�..Q in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sn. Bed , Trench Ground •3 . 17 Depth to _ _ n limiting factor✓ Remarks: Boring # 0- O S6 M P 0 6 IG MEN Ground .S elev. 9?. ft. Depth to limiting factor J". Remarks: CST Name (Please Print) Signature Telephone No. 6: e IOW S 1`-17 e_?gf Address Date CST Number lu 17,o a t o 41 16� 0/3 0 -Jvl 9rf 2 �..� DA�ye� � SOIL DESCRIPTION REPORT PROPERTY OWNER +� ,`3 Page of. PARCEL I.D.# Boris # Horizon Depth Dominant Color Mottles Structure 2 Boring Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench IF �. Ground 20 did d,4 QA h Ar ^1 Depth to limiting factor / 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 in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBD -8330 (R. 07/96) ' I I - r ■ . r a � s MEOW ■ ■ i■ ■ ■ f !A■ ■ ■ ■ ■ ■ ■■ ■■ ■■ ■■O MEMO NEENE� i I- i - - - - - -�- I - - - - -4 - -- - - - -�- Y -�- - -- - - - -- - - - - - - - - - - -- -- - -- j I I I , r _ - -- - --- , - - - -- - - - r - I - - � - -- - - -- it -- -I --- � -- - - - -� -- -- ST CROIX COUNTY SEP'T'IC TANK MAR4TENANCE AGREEMENT AND OWNERSHm CERTIFICATION FORM Owner /Buyer Mailing Address Property Address // (Verification required from Planning Department for riew construction) / - t City /State (S� 41/ Parcel Identification Number G `r f ��- l 5' O D U I.EGAI, DESC IPTIQN Property Location S 'f, Y,, Sec. 2 . T l N -R 5 W. Town of ._._ Subdivision Lot # Certified Survey Map # Volume (/ , Page # r/ Warranty 'Reed # ` �' 3 L1 5� . Volume t U . Page #! 3 d � �• Spec house ❑ yes & Lot lines identifiable G ❑ nO SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result"' its premature :allure to handle wastes. Pm into the ystem sy s te ce consists of pumping out the septic tank every three years or sooner, if needed by a licensed plunger. what you put i nto the s can affect the function of the septic tank as a treatment stage in the waste disposal sYster- The property owner agues to submit to St. Croix Zoning Department a certificafion form, sigtted by the owrtcr and by a mastorplumber, journeyman plumber, restrictedplutaber or a licensed pumper verifying that (1 ) the on -site waste-waterdisposal 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. 11we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards act forth, herein, as sot 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. DATE E SIGNA ISJRE OF APPLICANT ©WNER GERT�FICA'ITflN I (we) certify that all statements on this for are true to the best of my (our} imowledge. I (w(, am (are) the owners} of m the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. G DATE SIGNATMIU E OF APPLICANT * * * * ** A information that is tnis- represented may result in the sanitary hermit being revoked by the Zoning Department. ** " ** Include `pith this application: a cop the certified surveyy map f its made ill the ovat:anty daed J • ' o*jW � srATe RAN VIAMAIM 0- � t n+SS VACS RESINVILD r oR RECOWNG oATA .,:.. /Q�tV REG15TERS OFF10 ST. CROIX CO., W& TNU DIED, music btwarsR m G Fiulay _. 00 Redd. for Rerd *dgad. -,— TSairirm 1f'Mlsv r ad i_�i .iia June A.D. 1912 �.....� � Grantor o - 9t:. _30 I}aaiwl fimt a`�n ins e�hiil1�+11t.tland wife- / sa ieSint tatnsiati - _ -- ~ r Grandee, Inc Wit so s so t b, That the said Grantor, for a valuable consideration _ G. PC @off"& to Grantee the following described real estate la CZ(oax ��) IEY Cesaty,'tate of risconsis: ,at RWt� Wl� Lots 4. 5 and 6 of Block 24. Village of Hersey. Ts Key No. together with right of ingress and egress over a parcel of land located in the Southeast Quarter of Southwest Quarter (SE} of SW}) of Section 28, Town 29. Range 15, described as follows: Starting 33 feet east of the Southwest corner of Block 23 in the Village of Hersey, thence East 40 feet. thence North 30 feet. thence West 40 feet, thence South 30 feet to place of beginning. Said easement to be for well right purposes, together with certain rights and obligations in regard to said well acquirsd by virtue of a certain Deed dated June19, 1962 between Oscar W. Stang at al and George Schultz at al Vol. 386 Page 352 as Document i#269211 Recorded 6/22/62 ,Q F. Th No N homestead property. FEE (is) (is not) Together with all and singular the hereditameuts and appurtenances thereunto belonging; And warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except and will warrant and defend the same. 8i Dated this 3rd day of November .�� (SEAL) (SEAL) �T ' (SEAL) (SEAL) AUTHENTICATION ACKNOWLEDGMENT Si authenticated thi day of STATE OF WISCONSIN St. Croix County. Personally came before me, this _a_ day of • NOVt'mber l ORt the above named TITLE: MEMBER STATE BAR OF WISCONSIN titrice Fialey (If not, authorised by 4 706.06, Wis. Stats.) F This ' trument was drafted by me known to be the pe s ` ihd - eruted'the fore- ' g 'ng instrument ac gsd amen O r Cc (Signatures may be authenticated or acknowledged. Both ary Public St. Croix County, Nis. are not necessary.) M Commission is permanent. (If not, state expirsti a date: may -- , 19 _ ) *Names of oersoas Signing i any capacity must be typed or printed below their signatures. WARRAXTY DLCD -SLAT% BAR OF WISCONSIN. FORM NO. 1 -1977 — , 701 1526PAGE 78 62tC�293 KATHLEEN H. WALSH REGISTER OF DEEDS Document Number Document Title ST. CROIX CO., WI 1 /1 A �� on RECEIVED FOR RECORD C� Cr 07- 12-2000 10:45 AN MISCELLANEOUS EXEMPT it CERT COPY FEE: COPY FEE: TRANSFER FEE: RECORDING FEE: 18.00 PAGES: 5 Recording Area Name and Return Address e V►L. lgvn� CQ C -+,, tl+�.tvJ� -'lawn cr d w+, .taf- cis Soo up Ju A 4-lad of Parcel Identification Number (PIN) This information must be completed by submitter: document title. name & return address and M1(irrequired). Other information such as the granting clauses, legal description, etc. may be placed on this first page ofthe document or may be placed on additional pages of the document. Note: Use of this cover page adds one page to your document and $2.00 to the recording fee Wisconsin Statutes, 59.43(2m) WRDA 2199 215.32(20") � 79 Road Abandonment The Town of Springfield, a Wisconsin Municipality, Grantor to Abutting Landowners, Grantees The Town of Springfield at a meeting held July 10, 2000 made, seconded and passed a motion to officially abandon a portion of Hazel Street, State Street, Mill Street, Trade Street, Independence Street and Pleasant Street, as these roads have not been used for over 5 years as in 80.32 (2), Wisconsin Statues. These parcels are in the T own of Hersey located in the S 1/2 of Sec. 28, T29N, R 1 5W in the Town of Springfield , St. Croix County, Wisconsin. The following is a list of the Parcel Identification Numbers, owners names, and descriptions of the Abutting Properties: AN IOCCGUd - - U A- O u a Y 034- 1089 -40 -000, Randall McFarland, 574A lots 1-4 Trade Street Lot 8 Mill Street `1 �� 81K 2 034- 1089 -50 -000, Randall McFarland, 574B, lots 5,6,9 State Street, Lot 9 Mill Street, .91KZI 034 - 1089 -60 -000, Randall McFarland, 574C, lot 1 Mill Street, 8LK ZS 034 - 1089 -70 -000, Randall McFarland, 575A, lot 4 Hazel Street. 45tX ZI? 034 - 1089 -80 -000, Randall McFarland, 5758, lots 5-8 State Street OL-K Z8 034 - 1089 -90 -000, Randall McFarland, 575C, lot 1 Hazel Street BLK Z 9 0341089 -95 -000, Randall McFarland, 576, lot 4-6 State Street, Lot 6 Hazel Street $LK 29 034- 1090 -10 -000, Randall McFarland, 5 7,7�841W, lots 1-4 Hazel Street, lots 1 &6 State Street lot 4&5 Pleasant Street b1 30 �ytK 31 /)- 0+1- 4Mi11St 10 /,6,75fiakSf !df tR H'4ul St /Ohy 034 - 1091 -50 -000, Randall McFarland, 590, Mill Street a ate Street Part 5vA5W 1 r S pi'w 034 - 1088 -95 -000, Daniel & Dianne Bee, 571C, lot 60 Hazel Street.6 So -Fy( R/40 034- 1088 -90 -000, Jack & Betty Colbum, 5718, lot 1 Hazel Street 0341088 -80 -000, George & Mary Kmigle, 571 A, Lot 1 Hazel Street, 1K Z4 034 - 1088 -40 -000, Glen Malcein, 570A, lot B &1 Hazel Street, lots 1 -3 Independence Street 9 1 23 034 - 1062 -50 -000, Robert & Linda White, 429E, Adjacent Independence Street. OKR ieox I6OPr- SWCokSE.:UJ 0341089 - 10 - 000, Jack & Betty Colbum, 569, lot 4 &5 Hazel Streeti aLK 7 034-1088-50-000, BenJay Bierman, 5708, Adjacent Hazel Street 113LK 23 Attached is a copy of the minutes of the Town of Springfield for the Regular meeting held, Monday July 10, 2000. Also attached is a copy of the roads to be abandon and the properties adjacent to the roads. Vicky L. Benson, �A 9& �� - e T�r�asurer Town of Springfield 01 6d I& AW414 2-6rGO i vot 1526PA • `� MONDAY JULY 10 � 2p GE (� REGULAR GULAR MEETI NG The Regular monthly meeting for the Town of Sp McCarthy 0 6:40pm. PRESENT: Alf Tre p Meld was called to order Johnson, Sonny Brandt, Shane Peterson, Joe p an by LeVenthal,Richard Ackl C Doug Ray a Dick Haines, Chariman Ray McCarthy, aril CI -tr Vickyy Beens^on. 'Supervisors Leon Rjng1t ad The minutes from the June 12, 2000 regular meeting were read by the G -tr. A motion was made by Dick and 2nd by Leon to accept the minutes as read. Motion Carried. The financial report for June was read by the G -tr, A to accept the report as read. Motion Carried. motion was made by Leon and 2nd by Dick Lary L@Venthal,Alfred Trepania 8, Richard Ackley came to address the board on concerns about the proposed Chippewa Meadows Casino that is to be dog track. They need us to make a decission and place our vote either fore or ainst being built in Hudson. A motion was made b put 5-n Hudson at the site of the current meeting in regard to the casino on Wed. July y Leon and 2nd by Dick to hold ananformaUonel ca sino a Special Meeting to Carried. . The clerk was instructed to r an tthe ^ GC I aTown Hail with 2 weeks. Motion Carried. paper for the next Doug Johnson reported that everything at the recycling center was going fine. Joe Granberg came to the board with a CSM map for Charles Kutzler. A motion was made by Dick and 2nd by Leon to approve the CSM located in the NE 1/4 o Town of Springfield, St Croix County, Wis. Motion Carried. f Section 3, T29N, R15W, A motion was made by Leon and 2nd by Dick to abandon the following roads in Hersey according to Status 80.32 (2) as they have not been used in over 5 years, this will effect of Hazel St, Slate St, Milf St. ,Trade SL, Independence Si 089 -40 -000 ., parcel #effected are 034 - 1, 034.10 -50 -000, , 8, Pleasan Ave 0The follo 0-000ns , 034-1089-90-000 034 - 1089.85-000 03410 , - 89.90 -10- 000, 034- 1091 -50 -000 and 034 -1088- 5 , 0 034 ' 1 089 -80- 000 34- 1089 -10 -000. 034.1088 80 000 034-1088 -80 -000, d 034 - 1088 -40 000, 034-1062.50-00- 0 34- 1089 -10 000, 0.000. Motion Carrie. A motion was made by Dick and 2nd by Leon to give Dan Bee Permission to start his mound system using the above abonadon Hazel st. (parcel # 95.000) if needed Motion Carried. Ray McCarthy reported that we were approved for the TRIP program for a total of $15,900 to be used on the project for 290th from 60th to USN 12. The board went thru the months correspondance. Ray reported that he talked to Jim Harer about the proposed curb and gutter project at the intersection of 128 and 72nd Jim said they plan on doing the 128 project on next years first. schedule and he doesn't advise that we do anything with 72nd until this project is finished The board talked about the on. progress on the 290th street project that the county is now working A motion was made by Leon and 2nd by Dick to put a 4 way stop at the Comer of 292nd and 80th. Motion Carried. A motion was made by Leon and 2nd by Dick to pay the bills for July, Motion Carried. VOL 1526PAGE 82 Shane peterson came to the board regarding ordering him a culvert for his driveway on Rustic Rd. 3. Ray will put the order in with the county to be deliver to Shane on July 12th. A motion was made by Dick and 2nd by Leon to adjourn the meeting. Motion Carried. 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C am • / f�za -t` rCCGZG.s�cz {re ZQJZd Gc c Zl L r�'{ore9oraz� cer* o�fiEO: c+S +o/ d5u.r'�or• Zo Le- surf e�Ed crazd _.�- �ed as �'e� z- Vim. �Tarzzc crrz� Z64�- /sS/ X :. 71Z�ie/^ce �c -,ue u/' OCT -11 -02 FRI 13:28 LANDMARKL LAND SURVEYING 17137723441 MAP OF SURVEY OF LOTS 4, 5, AND 6 AND THE SOUTH HALF OF THE VACATED HAZEL STREET, BLOCK 24, PLAT OF HERSEY, TOWN OF SPRINGFIELD, ST. CROIX COUNTY, WISCONSIN PREPARED FOR: JACK COL VURN FOUND I' I RON P IPE BEARINGS REFERENCED TO THE AT INTERSECTION OF SOUTH LINE OF THE SW 1/4 OF t GRAND AVENUE AND SECTION 29. ASSUMED TO BEAR COMWRC /AL STREET. N90.00' OO + E, -------"----^--- --- -------- -------- ' W: ----- -- - - -- ----------`- �• ,�ti. G �. I tn; 0 ' S 4 q.' 4 i ~' PEAT I 6 1 6 I t - -' N n ( VACATED) HAZEL t N90.00 WOE 132.001 0 _ Lai ATRUT. (VACATED) X -x -x -x -x x ^ I I g 1 ~ OF FENCE L INE x A I ^ I - - -- -------------- - - - - -- -- - -- ----------- - - - - -� t 0.57 ACRES I 4, O. ' 24, 7'83 SO. FT. 3 Off' 2 I ...I: 5 a - - - -- - c : O : c: - - - - --- ^►taUSt: ---- - - -- -- L 6 16' 4 DR I VE1 3 U I HERSEY N90 OF OF W 132.00 . BANNER SW CoR. ` 3,90.00' 00 E - SE-SW Pi ni r• - �o �- N90° oo 001 1 r 7, 96' � — � N900 oo' oO w ► a ► 7.95' STREET 2638. 91' .........I..... SOUTHWEST CORNER SOUTH QUARTER CORNER SECTION 28 - FOUND SECTION 28 - FOUND I' IRON PIPE . . ......... UNPLATTED LANDS. RAILROAD SPIKE LEGEND 0 ° SET I' X 24 IRON PIPE WEIGHING � 1.88 LSS. PER L INEAR FOOT ��500jV e - FOUND I" IRON PIPE JAMES M. SURVEYOR'S CERTIFICATE WESER 1, James M. Weber, Wisconsin Registered Land Surveyor, hereby certify: 83804 That I have surveyed and mapped the shown parcel of land and that this 3pRlN�i�OLM. Q „ mp Is a correct representation of the boundary thereof. � 1N1 Q 1t y ` Dated this � J 1 day of 1 ••a , Pte• SURV�i� d1►p111S111L I X60 " 1 '� -rw JAI,ES M. WEBER S- /804 O 30 60 120 SHEET i OF I NELSf; - WEBER LAND SURVEYING 2OW283A THIS I NSTRU&ENT DRAFTED OV JIM WEBER A �0 1 0 CO) O 3 c d �1 c r C " to p> > N O p o a C/) m m oho W cc > > c o n N O �, ° ry CD 0 i m cn � c n > > cNO a O ° D m d N o 0 C t to y 2 7 O p o s o m Q D N CL a l< CD CD c c 3 0 = o c°`o li o < o o < t� CD y CD N O< N .Oi Q !r ' 3 SS M T CD O y V _ v 3 Tvv o M v 2 CD _ m �+ CD N C N A Z N z O D D o ti O c C o � a !r • m c w m z � A Z En 9 2 A � 7 O 3 ch N Pi Pi 00 m m a 3 A z o ;o G B � c H D +� < N y N O Q m N c CD o ° m z o N O -w W n x N N O A • CD < 6q a A ts► O A CD � `' j O O o a a 3 m o o o o a m m � �m u _ - ern ,, n Yu' r ID o; , A �� � �• O 3 N� O (gyp Wes' O 0I oo cR O •.�10.� Obi A a I v,�i o0 KI1��OfD i � y p n O p' T j 0 n �•! a ,y co o g' < m (D d a rra Ln nj o t cn 1 n to of °; - - 00 o m a. _ � T z cn v Z. O [D A � O tA Z d O 7 o ; C) �Irn n o rn CD- CD O ' ko Oo 1 o F .;; a CD v" c N 'O J IiN iN , Iti L,iN I i i i I ' i T G 0 P Parcel #: 034 - 1088 -95 -1 00 06/24/2005 11:45 AM PAGE 1 OF 1 Alt. Parcel #: 28.29.15.571 D 034 - TOWN OF SPRINGFIELD Current ' X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 :CTY ��_ .... _ Owner(s): * = Current Owner * BEE, DANIEL D & DIANE M DIANE M BEE (684 NN 54027 SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 2928 HWY 12 SC 2198 GLENWOOD CITY SP 1700 WITC SP 7059 SPRINGFIELD SAN DIST #1 Legal Description: Acres: 0.000 Plat: N/A -NOT AVAILABLE SEC 28 T29N R1 5W W 1/2 BLK 24 OF LOTS Block/Condo Bldg: 4,5,& 6 VIL HERSEY ALSO THAT PT OF ABANDONED HAZEL STREET Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 28- 29N -15W Notes: Parcel History: Date Doc # Vol /Page Type 07/12/2000 626293 1526/78 MIS 07/23/1997 780/387 2005 SUMMARY Bill #: Fair Market Value: Assessed with: 0 Valuations Last Changed: 06/25/2003 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 0.000 2,300 4,850 7,150 NO Totals for 2005: General Property 0.000 2,300 4,850 7,150 Woodland 0.000 0 0 Totals for 2004: General Property 0.000 2,300 4,850 7,150 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 _ A m Cn L C_ N Z O W CO E N O 0 > > N O CD 'D W �� • N i ►r CO sD Cl) O 0 Cb 0 c > Z3 N O N Cn Cb C CD .t N N Cl .,. 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