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034-1079-60-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Divig�,5 INSPECTION REPORT Sanitary Permit No: 463457 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Volz, Mark Springfield, Town of 034 - 1079 -60 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: C-57 35.29.15.531 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. 7.8Z / dz Septic l J Benchmark Wcv /U _ 5 . I 105,1 /aD Dosing Alt. BM 5 1 3 /d Z. U Bldg. Sewer Holding St/Ht Inlet � S.I 7 TANK SETBACK INFORMATION St/Ht Outlet 13 Z c t /D� �f TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet /b `9 9 ` 1/7' Septic Z ji Z(o 7 /5 i 15 �1 i Dt Bottom 9 J'. Dosing / - 7 /56 4 I 8 Af I Header /Man. �. 161-12-- 3 Aeration Dist. Pipe Holding _ Bot. System 7.7-141 /00.5(0 Final Grade PUMP /SIPHON INFORMATION 6: Q Z.b ` Manufacturer I and St Cover c1ejle( GPM J �. Model Number l CZ_ 3 Q / _ �, `Z'S n 1 ,J cJ / lL J.J 4, �. c iz. TDH Lift Friction Loss System Head TDH Ft r . , u h q , z 2 .3 I . P . 7.69 , Z 78 /o5 . dq Forcemain Length Dia. ij Dist. to Well \ SOIL ABSORPTION SYSTEM BED /TRENCH Width i Length , No. Of Tr es PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS (_ 75 ____ ` ____ SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION A CHAMBER OR Type Of S s m: / f i /�� ,/1 UNIT Model Number: DISTRIBUTION SYSTEM �-�-- �-� - Header/Manifold �t Distribution Ce� + x Hole Size x Hole Spacing Vepo Air Intake, Length Dia L L ength 3 G • 3 , L Spacin f� Dia SOIL COVER Z 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 Ed es Topsoil (�� g Yes Noes No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: / 2. 1 1 . 65 Inspection #2: Location: 3179 Highway 12 Wes napp, WI 54749 (SE 1/4 SE 1/4 35 T29N R15W)) 40 acres Lot ��; Parcel No: 35.29.15.531 1.) Alt BM Description = G 2.) Bldg sewer length = /5 (� ���' - amount of cover = Z 1 revis Plan Req Yes Use others de for additional in �✓'��T formation, No Date Insepctors gnature Cert. No. SBD -6710 (R.3/97) Safety and Buil ' vision County 1 *hs Consin 201 W. Washington Box 7162 Madison, WI 370 Sanitary Permit umber (to be filled in by Co.) Department of Commerce (�g) -31 O 410 T 7 PI I.D. Numbe �� 33 f 3� to = ��` • / •�' Sanitary Permit Applicatio pp�� In accord with Comm 83.21, Wis. Adm. Code, personal information u pro�fiseL may be used for secondary purposes Privacy Law, s 15.04(1 ) ( Project dress (if different than mailing address) l I. Application Information— Please Pr•intAll Information �T Property Owner's Name ST, rcel # C Block # ZONING OFD 717 — 5D C • ) _! Z 3 _ _ Property er's Mailing Address Property Location f - !Z 11 & 1 4=57 — s'C %, ,St V., Section City, State Zip Code Phone Number 15 31 _ q (circle &1A RA T ,L N; R IEW II. Type of Building (check all that apply) 3 ` � S Svr ' ' on ame �SMDlumber � 1 or 2 Family Dwelling - Number of Bedrooms �Q ❑ Public/Commercial — Describe Use ❑City_ ❑Village Township of 11 State Owned — Describe Use S' /i(/4 ,C / III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. ®Ne tern Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B. ❑Permit Renewal ❑Permit Revision ❑ Change of ❑ Penn it Transfer to New List Previous Permit Number and Date Issued Before Expiration Plumber Owner IV. Type of POWTS System: Check all that appl ❑ Non - Pressurized In -Ground fl'�yat} i . u eLSOit O lmound < 24 in. of suitable soil ❑ At -Grade D Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized in -Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -1 s Pipe 0— Other (explain) tt V. Dispersal/Treatment Area Information: X '7 ��� Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dis rsal Area Proposed (sf) System Elevation V1. Tank Info Capacity in - Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units � t _n 4 --1 oncrete Constructed Glass New Existing mil 4 Tanks Tanks Septic or Holding Tank / / 000 (� Aerobic Treatment Unit Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans Plumber's Name (Print) Plumber's ignature MP/MPRS Number Business Phone Number JI —G 6 `; Plumber's Address (Street, City, State, Zi e) VIII. County/Department U e Onl Approved ❑ Disa �Reaso. Sanitary Permit Fee includater Date Issued Is uin gen`Signatur (No Stamps) Surcharge Fee) ❑ cannial IM IX. Conditions o prove al 3 ) SYSTEM OWNER: l ' n 1 Septic tank, effluent filter and lit-, 6VI- dispersal cell must all be serviced / maintained 1 as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinances. Attach complete plans (to the County only) for the system on paper not leas than 81/2 x 11 inches in size SBD -6398 (R. 01/03) RI OW 12 _ 98 / RE���FMCE Li NE - 6AL P. Modulo Appos 60 /ODD & L- 5_. %, _ HOU5� _ - -- _ ID W4 Y r w - pe z Pvc l OUQ LIL 4� ,A eAwAl I, Safety and Buildings + 4003 N KINNEY COULEE RD commerce.Wl.gov LA CROSSE WI 54601 -1831 • TDD #: (608) 264 -8777 isconsin www.commerce.wi.gov /sb/ i tl Department of Commerce www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary May 03, 2005 CUST ID No.223760 .4 TTN: POWTS Inspector JOHN F SCHMITT ZONING OFFICE SCHMITT & SONS EXCAVATING ST CROIX COUNTY SPIA 586 VALLEY VIEW TRAIL 1101 CARMICHAEL RD SOMERSET WI.54025 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/03/2007 Identification Numbers Transaction ID No. 1133137 SITE: Site ID No. 697796 Mark Volz Please refer to both identification numbers, 3179 U.S. Hwy 12 above, in all correspondence with the agency. Town of Springfield, St Croix County SE1 /4, SE1 /4, S35, T29N, R15W FOR: Description: Three Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.' 1016122 Maintenance required; 450 GPD Flow rate; 22 in Soil minimum depth to limiting factor from original grade; System: Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /01), Pressure Distribution Component Manual -Version 2.0, SBD- 10706 -P (N.01/01); Biofilter The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s. 145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: Approval Requirements: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD - 10691 -P (N.01 /01) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10706 -P (N.01 /01). • Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. cw i' • The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption ` area. chs. NR 811 & 812c .4 E'r' TW • A Sanitary Permit must be obtained from the county where this project is located in accordance with the F f requirements of Sec. 145.135 and 145.19, Wis. Stats. SEE COR • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the P P g Y q g P designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat JOHN F SCHMITT Page 2 51312005 • Comm 83.22(7) A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department which may include local inspectors. Owner Responsibilities: • Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s. Comm 83.54(1). • Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. • Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation /operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Charles L Bratz POWTS Reviewer II , Integrated Services WiSMART code: 7633 (608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday cbratz@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 SCHMITT & SONS EXCAVATING 586 Valley Kew Trail Somerset, WI 54025 i 715 - 549 -6651 MOUND .S'YSTEM For: Mark Volz Address: 3179 Hwy 12 Knapp WI 54749 Legal SE k SE k S 35 T 29 NR 15 W Township: Springfield County: St. Croix Con tents RECEIVED Pa 1 Plot Plan APR 2 Page 2 System Cross Section 7 2005 Page 3 Pipe Lateral Layout SAFETY & BUILDINGS Pag 5 Pump Curve Cham Page 6 Management Plan Attachment I Soil Evaluation Report Attachment 2 none Mound Component Manual (version 2.0) SBD -10691 P(N. 01/01) Pressure Distribution Component Manual (version 2.0) SBD - 10706 -P(N 01/01) By: MPRSW 223760 Date: 4/22/2005 'F ,g C yG.?! MERCE "') )"G �pOND6N0 CC - :- - -- - - - - - -- ------- a . . - -- 1aa - -- - - -- ' I o e COIJT - - -- -- CV.X -23.' /YlMa/J w� z erg_ .4-100 -- 1 1 - 3 - -4 �AQAC,'E ► -! ALIT. OM EL,- 7 1•5 7 0P oN Z PVL -- ronJ_i ou R c.I n) 6L, = . 99, a - - - - - - -- - - - -- Page 2 Cf 6 i Straw, Marsh May, Or Synthetic Covering ASTMC33 Distribution PiDe Medlttrn $and 6" Toosoll H a SY& ELEV. 100. 3 E 0 7 % Slope Bed Of !�— 2 Force Main Plowed Aggregate Layer (6" Below Pipe) 0 1.17 Ft. Cross Section Of A Mound System Using E 1.59 Ft. A Bed For The Absorption Area F 0.79 Ft. G 0.5 Ft. Signed: A 6.0 Ft. H 1.0 Ft. .� 6 7 5.0 Ft. License Number: 223760 K 9.51 Ft. Gate: 4/22/2005 L 94. 0 Ft. j 6.12 Ft. Alternate Position 1 10. 97 Ft. of W Force Main 23.1 Ft. L Ob�iNWon Pips .. g - — 116 to 1110 8 From ltrd of Bed K A I' I � — -------- - - - - -- ----------------- - - - - + Force Main I 11 �... .. T .r..r.._ ..r �- r Distribution Bed Of Pipe Aggregate 1 Observation Pipe Permanent Markers 116 To 1110 B From End of Bed PIGn Vtev+ 01 Mound Using A Bed For The Absorption Area Page 3 of 6 Tum-uP wish Cieanout ACC89 B x Plug or Bop Vahro PVC Foroe Main Distribution Lateral S PVC Manifold P X X X X/2 Distribution Lateral Layout P 33 6 ; 25Ft. S 3.0 Ft. X _ 30-- Inches Signed: t Hole Diameter 3/w16 Inch license er: 223760 Late 11 � _. Inches Manifold 1 _.�_._ Inches Date: 4/22/2005 Force Main 2 Inches #of hole$ /pipe. 5 .. Invert Elevation of Laterals 100 .92 E FAct 4 of 6 PUMP CHAMt;ER CROSS SECT ?ON AMO SPCCIFICAr10A.'S VC1JT. CAr ' 4 VCWT FIN WCATJIER PRpO► APPROVED LOCKIA16 .,u>vcrlaN sox �MANHOLC COVCR pal r 04114 lmes*. jl#j uw uu ► Kt-Sto AIR niTAKE ! OdF t GRA DC t M MIAI. F 10" 113. coucw �-- w w. �.w. PROVIDE ( -- +�• • . /AiLti T ..r.. AIRT;I:uT SCAL Armowty Jowl A ! 1 �) AWRpVLD 41011411 w /G.Z. ►Il•C I 1 MI /C. NMC CKTCNDIIJ& 3' EXTCU011116 3' ONYO i0610 %OIL ONTO SOLI& mu 21.16 Gal. /Inch 1 ou Off D COWCRETE DLDGK RISCR E1i17 PCRMITTfG CWLtl 11 TANK MAMUFACTURCK HHS SUGN t3t`pp 1 N( sreTlc SPC CIF I CATI OW S D05C 3� MA#JUFAC'rWRC ----Week' § C.P. WUMbrR OF DOSeb: +or -5 PER 0" T AIJK WZ9: ., 800 &ALLOWS DOU VOLUML L16 Ai;m mAuuPACT{1RCit: Septronics Tankmate INCLUDIMCP •ACKf4ow1 87 • 04 OALLOWs MOCCL MuMIACR: — TM-1 - CAPACITIES.- A- 1 _ 9,WCHCA 01013 -44 CALLOW& SWITCH TyPC: -- - Merc`ury_ 5Ir ..__ IWC1IE6 OX 4 . 52 LOYi P UMP MJ MUFACTURCR: Zoellet C • _. IkILWES OR 87.0 6AL60us tiWPCL AJUM16910. — 1 D� 12 Sian S OR2 . 12 GALLONC Swi.TCH Y11PC: Mechanical kJOIC: PUMP AND ALARM ARi TO OL MiAIIMUM DICiC1ARG6 RATC. 3 9.,6GPM IN5T'ALLEG OAJ SEPARATE CIRCUITS VERTICAL D1PfEREAK.E OCTWCCIJ 1Pt1MP OFF AUD.D15TR10UTION PIK.. FECY + d KIL I MUM NETWORK SUPPL.t PILC6SURC . . . . . .. . . . . 3.25 FEET + _ L00 fCET OF FoitCC I-Ala1 V, 3.24 f Y o,LFKtC7{01,1 FACfoR.._3 • 24 . .FEET' TOTAL DISIJAM1C mLAD _ 16 Fry. ><T INTLRIUAL. 00ALW4%QQt Of TAWKt LEW(vTK - _�;wIDTH ._...._._ 'L1qu10 DEPYM 3 r 3 91G1JC0: � LICEI.ISE IJUM6Eit: Q DAY C:...y TOTAL DYNAMIC HEAD /CAPACITY HEAD CAPACITY CURVE PER MINUTE EFFLUENT AND DEWATERING w MODEL 152/153 MODEL 152 153 50 Feet Meters Gal. Liters Gal. Liters 153 5 1.5 69 261 77 291 12 4 152 10 3.1 61 231 70 265 0 15 4.6 53 201 61 231 = 20 6.1 44 167 52 197 30 a 8 25 7.6 34 129 42 159 0 30 9.i 23 87 33 125 20 35 10.7 -- -- 22 85 ° 40 12.2 -- -- 11 42 4 10 Lock Valve: 38.0 Ft. (11.6m) Ft. (13.4m) 014506 0 20 40 60 80 100 GALLONS LITERS 0 I I 1 80 160 240 320 s 1 /a 3 27/32 4 5/8 FLOW PER MINUTE CONSULT FACTORY FOR SPECIAL APPLICATIONS 3 27/32 e _ e • Timed dosing panels available. 3 27/32 • Electrical alternators, for duplex systems, are available and supplied with an alarm. • Variable level control switches are available for controlling single phase systems. • Double piggyback variable level float switches are available for variable level long and short cycle controls. • Sealed Qwik -Box available for outdoor installations. See FM1420. • Over 130 °F. (54 °C.) special quotation required. i 1521153 Series 12 1/8 1521153 MODELS Control Selection Model Volts-Ph Mode Amps Simplex Duplex 5 1/8 115 1 Non 8.5 1 2 or 3 BN1 BN152 115 1 Auto 8.5 Included 2 or 3 8K2064 E152 230 1 Non 4.3 1 2 or 3 BE152 230 1 Auto 4.3 Included 2 or N153 115 1 Non 10.5 1 2 or 3 BN153 115 1 Auto 10.5 Included 2or3 SELECTION GUIDE E153 230 1 Non 5.3 1 2 or 3 1. Single piggyback variable level float switch or double piggyback variable level float BE153 230 1 Auto 5.3 Included 2 or 3 switch. Refer to FM0477. o CAUTION 2. See FM0712 for correct model of Electrical Alternator E -Pak. All installation of controls, protection devices and wiring should be done by a qualified 3. Variable level Control switch 10 -0225 used as a control activator, specify duplex (3) licensed electrician. All electrical and safety codes should be followed including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). or (4) float system. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P.O. BOX 16347 �O Louisville, KY 40256 -0347 Manufacturers of. . © SHIP TO: 3649 Cane Run Road Louisville, KY 40211 -1961 Q 7TYPUMPB SIACE 1AF9 p http:AAvww.zoeller.com PUMP �O ® (5o2J 778 (50 774 928 - PUMP FAX (502) 774 -3624 O Copyright 2001 Zoeller Co. All rights reserved. POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of FILE INFORMATION SYSTEM SPECIFICATIONS Owner Mark Volz Septic Tank Capacity 1000 al ❑ NA Permit y Septic Tank Manufacturer P ❑ NA Effluent Filter Manufacturer ❑ NA DESIGN PARAMETERS Number of Bedrooms ❑ NA Effluent Filter Model p,_ 100 ❑ NA ❑ NA Pump Tank Capacity 800 al ❑ NA Number of Public Facility Units Estimated flow (average) 300 gal/da Pump Tank Manufacturer Ideek ❑ NA Design flow (peak). , (Estimated x 1.5) 450 gal/day Pump Manufacturer Zoeller ❑ NA Soil Application Rate 0.6 al /da /ft = Pump Model ❑ NA Standard Influent/Effluent Quality Monthly average • Pretreatment Unit i NA Fats, Oil & Grease (FOG) S30 mg /L ❑ Sand /Gravel Filter ❑ Peat Fitter Biochemical Oxygen Demand (BOD,) 5220 mg /L O NA ❑ Mechanical Aeration C3 Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Dispersal Cell(s) ❑ NA Pretreated Effluent Quality Monthly average P Biochemical Oxygen Demand (BOD S30 mg /L ❑ In- Ground (gravity) O In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L d NA O At -Grade IN Mound Fecal Coliform (geometric mean) 510` cfu /100ml ❑ Drip -Line O Other: � Other: O NA Maximum Effluent Particle Size Y. in dia. ❑ NA Other: ❑ NA Other: ❑ NA Other: CI NA 'values typical for domestic wastewater and septic tank effluent. MAINTENANCE SCHEDULE Service Event Service Frequency O month(s) (Maximum 3 years) ❑ NA Inspect condition of tank(s) At least once every: 3 IQ earls) Pump out contents of tank(s) When combined sludge and scum equals one -third (y of tank volume ❑ NA ❑ month(s) (Maximum 3 years) O NA, Inspect dispersal cell(s) At least once every: 3 f9 year(s) ❑ month(s) ❑ NA Clean effluent filter At least once every: 1 ® year(s) ❑ month(s) ❑ NA Inspect pump, pump controls & alarm At least once every: 1 ■ year(s) O month(s) ❑ NA` Flush laterals and pressure test At least once every: 1 M year(s) ❑ month(s) ❑ NA; Other: At least once every: ❑ year(s) -s ❑ NA, Other: MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. :Tank inspections must include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks; scum and to check for any back up or ponding of effluent on the ground suorfa S measure the volume of combined sludge and els in the observation pipes and The dispersal cell(s) shall be visually inspected to check the effluent lev o check for any p of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. or more of the tank volume, the entire ' When the combined accumulation of sludge and scum in any tank equals one -third (Y contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter. NR 1J 3 Wisconsin Administrative Code. All other services; including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatmer{ units, and any servicing at Intervals-of 512 months, shall be performed by a certified POWTS Maintainer. letion of any service event. A service report shall be provided to the local regulatory authority within 10 days of comp Page of START UP AND OPERATION For now construction, prior to use Of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment pr ess and /or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septagj servicing operator prior tp use. System start up shall not occur when soil conditions are- frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal call(s) 0 one large dose, overloading the call(s) and may'result in the backup or surface discharge of effluent. To avoid this situation *a the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pu p tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the foll wing from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; t igarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) wailer, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned In compliance with chapter Comm 83.33, Wisconsin Administrative Code: • All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. • The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. r r ' • After pumping, all tanks an its shall be excavated and removed or their covers removed and the void space filled with soil, gravel or another inert �opiid material. CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or. must be taken, to provide a code compliant replacement system: ❑ A suitable replacement arert has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required setbacks from existing 'and proposed structure, lot lines and wells. Failure to protect the replacement. area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement are is not available due to "setback and /or soil limitations. Barring advances in POWTS" technology a holding tank m y be installed as a last resort to replace the failed POWTS. If The site has not been eval ated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation must be performed to locate a suitable replacement area. If no replacement area is available a holding tank' may be installed as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the b)omat at the. infiltrative surface. Reconstrluctions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREAT ENT TANKS MAY CONTAIN LETHAL GASSES AND /OR INSUFFICIENT OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTHER REATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A ANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS _ POWTS INSTALLER POWTS MAINTAIN Name' John. SchAtt Name owners choice Phone 1 Phone SEPTAGE SERVICING OPERATOR (PU PER) LOCAL REG ULATORY AUTHORI Name o wners choice Name St. Croix Ct . Zonin Phone Phone 715 386 -4680 This document was drafted In compliance w th chapter Comm 83.22(2)(b)0)(d) &(f) and 83.540 ), (2) & (3), Wisconsin Administrative Code. 1250 • uvr>sin Department of Commerce EVALUATION REPORT page of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Tom Schmitt Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D. Please print all information. Reviewed By Date Personal information you provide may be used for secidary wixim (PrWcy La s. 15.04 (1) (m)). Property Owner Property Location Voiz, Mark Govt. Lot SE 1/4 SE 1/4 S 35 T 29 N R 15 W Property Owner's Mailing Address Lot # Block # Subd. Nam or CSM# 3179 Hwy 12 W NA 1 1 40 Acre Parcel City State Zip Code Phone Number City j Village iol Town Nearest Road Knapp I WI 1 547491 Springfield I U.S Hwy 12 ✓� New Construction Use: N Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement .] Public or commercial - Describe: Parent material sandstone residuum Flood plain elevation, if applicable NA General comments and recommendations: Area is suitable for a mound system. System elevation is 100.42' based off contour line established at 99.25'. Slope is 7 %. Boring # --+ Boring Pit Ground Surface elev. 99.88 ft. Depth to limiting factor 22 in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots `Eff#1 'E 1 0 -8 1Oyr3/4 none I 2fsbk mvfr as 2vf .6 .8 2 8 -22 1Oyr4/6 none sii 2msbk mfr cs 1vf .6 .8 3 22 -31 10yr5/6 mid 5 / 7.5yr6 /6 2 sil 2msbk mfr gW .6 .8 7. 4 31-41 2.5y7C3 °110yr�2 !8 fs Osg met gw .5 1.0 5 41+ 2.5y8/2 m2d 7.5yr6/8 scl Om mfi - 0.0 0.0 7.5 /1 2] Boring # 1 Boring 1/' Pit Ground Surface elev. 99.76 ft. Depth to limiting factor 26 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots `Eff#1 `E 1 0 -11 1Oyr3/3 none sl 2mgr mvfr as 2f,2vf .6 1.0 2 11 -19 10yr4/6 none fsl 2fsbk mfr gW 1vf .4 .8 3 19 -26 1Oyr5/6 none Ifs 1csbk mfr gW --- .5 1.0 4 26-52 2.5y7/4 "' IO� /8 fs Osg ml gW -- .5 1.0 5 52+ 2.5y8/2 c2d 7.5yr6/8 sG Om mfi - 0.0 0.0 7.5 /2 Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BOD <30 mg/L and TSS mg/L CST Nam (Please Print) Signature: CST Number Thomas J. Schmitt -� t -rte , 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St., New Richmond' Wi 54017 4/15/05 715 - 247 -2941 Property Owner Volt, Mark Page 2 of 3 Parcel ID # F31 Boring # - Borin l ool Pit Ground Surface elev. 96.99 ft. Depth to limiting factor 22 in. Sod pppation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QPDM 'Eff#1 *Eff#2 I 1 0 -9 1Oyr3/4 none sl 2fsbk mvfr cs 2Vf .6 1.0 2 9-17 1 Oyr4/6 none Ifs 1 csbk mvfr gw 2vf .5 1.0 3 17-22 10yr6/6 none fs Osg ml gw ----- .5 1.0 4 22 -35 1Oyr7/4 cr 7d5.5yr6/6 fsl Om mfi gw — .5 1.0 5 35-63 2.5y8/2 c2d /8 7.Syr6/2 r6/2 scl Om mfi — 0.0 0.0 F - I I F1 Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eff#1 *Eff#2 F—I Boring # I Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Eff#1 *Eff#2 I I I ' Effluent #1= BOD 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD S.30 mg/L &d TSS -,V mg& The DepwUnern of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608- 264 -8777. Page 3 of 3 Qvnducted by: Conducted For: 'Scbmitt Soil Testing Inc. Name: , �$ Mark volt • Thomas L Schmitt, CST 227429 Address: 3179 Hwy 12 W. 1595 72nd St. City, State, Zip: Knapp, WI. 54749-9012— New Richmond, WI. 54017 Phony; 715- 247 -29 1 p Subd.Name: 40 Acre parcel Lot No.. NA Legal Description: SE 114 SE 1/4 S 35 T29N RI 5W Township of Springfield, St. Croix County Bench Mark EL 100.00' Top of 2" pvc pipe A Alternate Bench Mark EL 99.57 Top of 2" pvc pipe Slope= N Contour Line EL 99.25' Contour line Iengt I W Scale 1" = 40'`r � t 17.E 13� sa / r / 1 ..l 1 f AQ ATI N REPORT 1250 Wisconsin Department of Com Page 1 of 3 Division of Safety and Buildings /te n En C 8� y Ad . Code Tom Schmitt tQ County Attach complete site plan on paper not less - than n size. Plan must St. Croix include, but not limited to: vertical and horizontal dl ' iirld parcel I.D. percent slope, scale or dimensions, north arrow, rest ro Please print all inf Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). C Property Owner Property Location J Volz, Mark Govt. Lot SE 1/4 SE 19 S /35 29 N R 15 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 3179 Hwy 12 W NA 40 Acre Parcel City State Zip Code Phone Number City Village ✓ Town Nearest Road Knapp I WI 1 54749 1 Springfield I U.S Hwy 12 New Construction Use: ✓ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD Replacement Public or commercial - Describe: Parent material sandstone residuum Flood plain elevation, if applicable NA General comments and recommendations: ,Arent is suitable for a mound system. System elevation is 100.42' based off contour line established at Slope is 7 %. — T — Boring # __j Boring ✓ Pit Ground Surface elev. 99.88 ft. Depth to limiting factor 22 — in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft *Eff#1 *Eff#2 1 0 -8 1Oyr3/4 none I 2fsbk mvfr as 2vf .6 .8 2 8 -22 1Oyr4/6 none sil 2msbk mfr cs 1vf .6 .8 3 33,-31 1Oyr5/6 m d5yr /6 sil 2msbk mfr gw .6 .8 4 31-41 2.5y7l3 "' 1 7/8 0yr7/2 fs Osg ml gw — .5 1.0 2d 7.5 /8 5 41+ 2.568/2 m7 5 /1 scl Om mf -- 0.0 0.0 Boring # - Boring ; Pit Ground Surface elev. 99.76 ft. Depth to limiting factor 26, in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl *Eff#1 *Eff#2 1 0 -11 1Oyr3/3 none $l 2mgr mvfr as 2f,2vf .6 1.0 2 11 -19 1Oyr4/6 none fsl 2fsbk mfr gw 1vf .4 .8 3 19 -26 1 Oyr5 /6 none Ifs 1 csbk mfr gw -- .5 1.0 4 26 -52 2.5y7/4 m2d 10yr7 /8 fs Osg ml gw -- .5 1.0 lO r7/ 5 52+ 2.5y8/2 old 7'56/6/8 7 scl Om mfi -- ----- 0.0 0.0 .S J2 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD s mg/L and TSS < 30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt un - 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St., New Richmond, WI 54017 4/15/05 715- 247 -2941 A Property Owner VOIZ, Mark Parcel ID # Page 2 of 3 F Boring # Boring 10 Pit Ground Surface elev. 96.99 ft. Depth to limiting factor 22 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 2 'Eff#1 •Eff#2 1 0 -9 1Oyr3/4 none $l 2fsbk mvfr cs 2vf .6 1.0 2 9 -17 1 Oyr4 /6 none Ifs 1 csbk mvfr gw 2Vf .5 1.0 3 17 -22 1Oyr6/6 none fs Osg ml gw - - -- .5 1.0 4 22 - 10yr7/4 m2d 7.5yr6/6 7 5 r6 /2 fsl Om mfi gw -- 5 1.0 5 35 2.5y8/2 c2d 7.5yr6/8 scl Om mfi ---- - -- 0.0 0.0 7.5yr6/2 F—I Boring # —I Boring � Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP "Eff#1 'Eff#2 ❑ Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. _f Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD 'Eff#1 *Eff#2 Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an ahemate format, please contact the department at 608- 266 -3151 or TTY 608- 264 -8777. Page 3 of 3 CdMucted by: Conducted For: • Schmitt Soil Testing Inc. Name: Mark Volz Thomas 3. Schmitt, CST 227429 Address: 3179 Hwy 12 W. 1595 72nd St. City, State, Zip: Knapp, Wl. 54749- 9012 New Richmond, WI. 54017 Pho i : 715-247- AI Subd.Name: 40 Acre parcel Lot No.: NA y — ®S Legal Description: SE 1/4 SE 1/4 S 35 T29N RI 5W Township o£ Springfield, St. Croix County ® Bench Mark EL 100.00' Top of 2" pvc pipe Alternate Bench Mark El. 99.57' Top of 2" pvc pipe Slope= 7 Contour Line EL 99.25' Contour line lengtl 100' Scale I"= 40'�`� i 173 Ile / t 1 3 1 / 5Z) Y V I S L (ti ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer t\ 1/0/ Z Mailing Address 3 12 /Cy t/ / 0 2 a) L 5 & a ® 1,L "�- y 7 YZ -- fib1 Property Address 7 17 + 4 4 - (Verification required om Planning Department for new construction) Af/ &.' ADus e= at L0 - r - 0-3 -/ -- /079 —J 0 ^ ca o (- City/State ,4vAn, Z! , 7 Parcel Identification Number /3 3 y - /,# 7 Z - C? - am LEGAL DESCRIPTION Property Location S,6F %, _ %,, Sec. 33 - , T,;LLN -R / S W, Town of spRIAr x7r,5=z-.*i Subdivision + Lot # Certified Survey Map # Volume �� , .Page # �— Warranty Deed # 6,5'12 1 7 , Volume 1. , Page # 57 Y3 Spec house ❑ yes R no Lot lines identifiable 15 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 master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal 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. I/we, 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. SIGNATURE O APPLICANT 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. & A .S / / SIGNATURE OF A&PLICANT DATE e * * * * Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** ** Include with this application: a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed l 0 STATE BAR OF WISCONSIN FORM 3 - 1998 dEi.5 IL � 1 QUIT CLAIM DEED KATHLEEN H. WALSH 'p REGISTER OF DEEDS Document Number 1. 1C7 ()PAGE t r' � � � 3 3T. CROIX CO., WI This Deed, made between RECEIVED FOR RECORD _ - -_ `- 07 -16 -2001 10:15 AM Joseph W. Volz QUIT CLAIM DEED and Grantor, CERT FEE: COPY FEE: TRANSFER FEE: _ RECORDING FEE: 10.00 M ark A. Vol Grantee. PAGES: I Grantor quit claims to Grantee the following described real estate In St. Croix County, State of Wisconsin: Fteca.fing Area This document is made to correct the trans- Name and Return Address position of names error made on Warranty Deed Joseph Volz dated 10/10/2000, recorded Vol.1549 page564. 1120 Michaelson St.N. #631512 Hudson, WI 54016 P S 034-1079-50' � a �cs 0 037+ - 10 — 6D— ` - -- Parcel Identification Number (PIN) This Z s homestead property. (is) (is not) All of the SE4 of the SE4 of Section 35- 29 -15, and all that part of the NEk of the SE4 of Section 35- 29 -15, lying Southerly of the highway cur- rently named U.S. Highway 12, described as follows: Begining at the South- east corner of the NE of the SE-k; thence West on the 1/8 section line 72 rods, 8 feet; thence N82degrees East, 1 chain 11 links; thence N65rdegrees E, 1 chain; thence N35 degrees30'E, 4 chains; thence N73degreesE, 7 chains 35 links; thence S79 degrees E, 1 chain; thence S53 degrees 30'E 1 chain; thence S46 degrees E, 7 chains 9 links; thenceS94 links to place of be- ginning; EXCEPTING therefrom lands conveyed to St. Croix County for high- way purposes in documents recorded August 29, 1927 in Vol. 199 page 621, and document recorded December 28,1956 in Vol. 309 page 462 #551634. Together with all appurtenant rights, title and interests. Dated this 3 day of (SEAL) �' " (SEAL) (SEAL) AUTHENTICATION SUSAN M ACKNOWLEDG N t M. I? _ 1, GORNICK _ Signature(s) S %l � State of Wisconsin, •......w�� Q� •• v Pv County. wN�v �' authenticated this day of Personally came before me this 1 f _ day of Qf 2 the above named Qj TITLE: MEMBER STATE BAR OF WISCONSIN to (If not, me known to be the person who executed the foregoing authorized by §706.06, Wis. Slats.) instrument and acknowledge the same. THIS INSTRUMENT WAS DRAFTED BY Joseph W. Volz . awYYn m &M&� Notary Public. State of Wisconsin My commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not -QkA c 7ll,y a 7 necessary.) Names of persons signing in any capacit must beY typed or printed below their signature. QUIT CLAIM DEED STATE BAR OF WISCONSIN Wisconsin Legal Blank Co.. Inc. FORM No. 3 - 1998 Milwaukee. Wis. y f SPRINGFIELD PLAT T -29 —N • R -15 —W F See Page 112 For Additional Names. (Landowners) GLENWOO PAGE 56 3300 t.. 3000 3100 � 8200 n - 2900 '1 27 2800 4 1 m^ Steven 1 DD r & J 20 = o Sway alley `� St Mona $ BTI Annis 41 $ 1~ . 156 James C Richard � � Gray i °8 8dgg _.. Z-0 $ tlg „ u 46 40 1 29 102 �s m wL &Don & s" a � I Do E; o ea I k Ay D � 0 169 Seim >.A a$ o o 0 c Qmr. � 160 9 bo 120 y 1 R B Eric & Julie && J� h ��g co 60 cV ' H p 1 Fouts ^ L eroy Knuth o�' Waldo •9 ,�, QMlchael I t+d1 is Seim H 80 & Rott & Donna gg i w 0 0& Gloria I era Marian I 92 Thomas Aliaa ii ?Gardner & M S ayne Wakh & Ka R�a[v�e 128 5 9 y%i a Q202 24 ' 40 l " cs NO 1b0 °� UdS:]; a. � Otto 80 120 �` - — - � v I g C Robert U 0 1 xw— 110th AVE Faah & Some Q 20 20 "Ins w °' Ryan " in 1e adi Crockett 80 y79 64 1 Richarrd I ¢ Maiga et ohneon 37 erne & ( O 0 w N Bruce & Johnson 6�COn- roa Forc Rathai 1 Glenn _ aa Ri L 69 120 Malcefts $ oara N Leroy & Do s „ '� arsis 40 80 7 zs 75 ola 40 Seim Haines N 'd cae Wayne �.. oonne Howard to 240 111 s u o Robert P 10 McCu Ciotti `Raba' yy ���aat y b y p �aq$�p1 }C 93r`gt DDrew 99 DS 4 Jf N N & QaIDGIa ans 3a Oehlka > &Janet P aul 1' ° amela H euy 0 •+�r 7 'Ki I+G � F ovich 5 +. aHmao 5 v'� 8 00 Larson eenendall �m Jarvis randt GP ro V 40 sa 48 40 4o Fae t E N y G,mYani aul& y aYne L I krrr & err & err & Tong Yang T anlc 8 $ ` 37 pp Madan E° ua our ang Farms u• N n^ a 35 anR 40 aog 40 40 Inc 67 39 p 14 a i S J S s & . Tj ° & usan Edward & ^ N Der�W R w dtSz * ' J g Strehlo 1 .. so Do nna ames & St mell Gessler Jr W Back ehil 60 ^ 3 Carol I Steven 1 Carlos & Ruth McOaL'thy & Re 2 becca i 24 Harold 1 6 Chong 1 Farms vas4u Ta Sarah 160 N o Eau Shawn & sew Her Inc Trust S&K ! Galle F Brandt D8 thl 1 60 " Lyons 1— Duao< Barry __ W Creek agt 120 a, 6� S en 120 On ° ia 1 Tmmv- 90th &Mary DI d rms & .9,��� Clo"bec _ 1 74 O 37 _ o ern 318 73 g a 40 rr�.w ao AVE &iahonq 1 ,'� v7 ao 40 90th AVE) 40 a ert E &u &a nd &Susan iris patY eS paly C5 Jt4�akton &M P Ya�ng E / M G &G Nelwn N 39 -Y 40 O It � 36"st rust 120 Scott ao 79 39 174 Smith & Cary Jart & oav�a & ° I.ouann / d— HYad Maa 21 0 to R.ea.ra I Adain Is m m &�mcy Oeh &e 85th �60@nn' aae, 39 M-1dr 1- 4 s B Bnmkow 16 D ahl o a0o 1 Marshall 1 AVE and 119 Ba S Hardwood dd &f tmenw O w a 2 o KB David & Lesley Mahoney Core u r 'r Riduard y 6 w i w G&E 20 Ronald 12 0 I�rson 60 so pg O I III Bob yg F. F &Diana Mavis .q g A p� ' a g o id Hugh Debban Leona a � y a � Mich M eech a '120 Lindahl ea as n ,,,. aPo s+ &Diana 159 McGee C mma Hth I 159 „� torte,- x dY F . 80 80 80th AVE M ellon 9 7 P 1 so by Mellon 9 J Bonnie S Kra Tbomas ° 80th AVE .v 1 a Hh ' e o OM— �„ 60 eger 40 w, PPei 40 80 R ' Mavdehr I dt-. - 111 n ao 60 aieoa O o W3� 40 >: Uvem Donald II Lero )uBanne & I N Smith °' -June oe ao g x' yy & Nol. Fin 1 w &pu$ c 189 Frederick �� Implement 11 o Olson 79 rl a .. sn V w W Lenerfz y1 g N Co 109 j 36 0, 127 12 r ,. rn G Leroy ohnson N I: Irene Do s i'. r_..M ao Lo ertes u y J . ` -. ��3 78 n 3s P DS o u , 40 ,. 'fi 3 F °ti R bert 72nd 4 Dale.a L O Robert 2 e a x Snyder AVE &Rim 50 a X40 36 �• R Heimke dJ Linda Z3 ^ n Q , z Ee q� r �023vN M 3 6 1 t, g n Reuben Donald o ^a Mabel Larry & Mrhard ce�am & o p t r s # f w „ 0 7M�et a I w Hermanaon & NN m Thompson Eleanor ':::^� 35 s u ao etattk 7 eda Mal Mo 21 0 roTB 61 q o Trust 207 _ _ Y �ry o � gg A ro 156 Shar St ang h yea�B$ s�tarnie 42 x ?' m mli�'V c ] d^. ° w ii S 79 75 ng Achtalsof SrL.' Cad y I9 E &Avis David L. 50 & ” � Keith & & M h e 4.: 13 q K g��� S Eltland Ericksc, EBef- Mary t Frances `� aaOm"'' Fp i33 LE son 74 nrel z Kromrey `� ° ' 2`�' 12 Mark IAB« N N o ld A°n '�'� rn 168 O i5,.� 0�•+ ebon C &x Volz Grady ° wood Haro N i ! o, N as ` & Cheryi A rurt .� a N C��l a hpBpi .'� N a0 ,yam 45 1 39 LNan'n° iYa.f J �+a 61 1 a ,o a 3a 40 I 60th AVE CADY PAGE 24 n ' N RB' S oodvi I le G W arehousing TRUC II WILSON, WI and Distributing, LLC Dry Vans - Reefers - Augers - Hoppers - Brokerage Dry, Refrigerated, Frozen Phone: (715) 698 -2442 and Cross Docking Fax: (715) 698 -2962 107 Hagen Drive - Woodville, WI 54028 Toll Free: 1- 800 - 219 -6926 Phone: (715) 698 -2712 • Fax: (715) 698 -2714 R 1 � L_.