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002-1058-30-000
Wisconsin Department of Commerce s PRIVATE SEWAGE SYSTEM Safety and Building Division '~ INSPECTION REPORT GENERAL INFORMATION {ATTACH TO PERMIT) Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)j. Permit Holder's Name: City Village x Township Harvieux, Bret Baldwin Townshi CST BM Elev: + Insp. BM Elev: BM Description: TANK INFORMATION E EVATION DATA TYPE MANUFACTURER CAPACITY Septic ` ~ {~ G Dosing ~ S~ Aeration i Holding lam. _- _" TANK SETBACK INFORMATION TANK TO ++ ,, '' P/L 1/~J~~ WELL BLDG. Ven o Air Intake ROAD Septic ~ ~' ~/ ~~/ "/lJ l n + ^ ~ Dosing ~ ~ ~ 35' Aeration Holding ~.-- PUMP/SIPHON INFORMATION Manufacturer ~~ ~ ^ ` Demand e GvH%7 GPM Model Number ~ ~~ TDH Li' AA Fricti~L~ ~ System Hea~ T ~ ~ t Forcemain Le gth I ' 2 Dia. 1 I iy Dis . to Weft ~ ~ ~2s SOIL ABSORPTION SYSTEM BED/TRENCH Width ~ Length No. Of Trenches DIMENSIONS / 2 SETBACK SYSTE TO P/L BLDG WELL INFORMATION ~/ Type Oj System: _ ~ ~~f .~Q ~ l D I county: St. Croix Sanitary Permit No: 405109 0 State Plan ID No: Parcel Tax No: 002-1058-30-000 fi/i~ STATION Ga~B t~ a2 B .. Hb ~ _ I. FS roy7~- F1Ey, _ ~ ~lq•PZ Benc mark ~brh!'~ ~0 l t~ d ~~ i~o Sro~ -rrb,+• s o- Bldg. Sewer J' ,o Nw r /py.~ ) ~~S SUHt Inlet SUHt Outlet Dt Inlet as`al~re, -~t~dl ~ l~r~ l0 - /~ Dist. ipe C Bot. System Final Gr~de l ~ dz~3 St Cover _- e ~d s~3 ~ ~3 ~v' opt(. ~ n l n l.~ 1 t .,.5 ~~ t~u~ ~~~ 1 / V+C ~7 S ka~' SIQNS No. Of P .: a [ 02~ S~ Inside Dia. G Manufacturer: OR DISTRIBUTION SYSTEM Header/Manifold Distribution / ~ x Hole Size x Hole Spacing Vent to Air {ntake __J__- 1~ / Pipe(s) + " ~ I t~ l' ?j + ~ r Length Dia ~ Length ~ ~ Dia /~ Spacing `~'`-^ SOIL COVER x Pressure Svstems Only xx Mound r At-Grade Svstems Only .o~..~ , ~ Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center ~ 9 BedlTrench Edges Topsoil f Yes j No I J Yes [ _; No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection # : D / ~ / ~ y Inspection #2:~/ ~ 3 / ~ ~" Location: 2651 90th Ave Baldwin, WI 54002 (NW 1/4 NE 1/4 24 T29N R16W) NA Lot~~ ~~~ ~ Parcel No: 24.29.16.3536 1.) Alt BM Description =~'Tian"'S~.b+nfCt- f~Q'tf-Ql~ -~v~c-a~ t+' Y'6-~ " S'~L ~~~' o~ ~y,S~`y~-~ p-y~ ~yey~ ~' 2.) Bldg sewer length = ~~ + ~ -~Jti-a(_ //` S[~~ ~~'~b~ .~~~ ~ ~ `~ ~~'ti~ - amount of cover = ~ 7r ~' ' /( ~ ,~~ ~ , ?~ _. ~ '(~rtJ7~/~(i6~ c9~it/,p,~GV. (( (~ . '13/~YI !A~ NI ~1'1'1Ir 3. Contour = b t 1v ~ ~ ~ 3 ~ / L ~ ~..t4"o~^'~ L.e~ sv .t~ ~• cc slrsu.2d '~~d +s ~ ~~~~ ~ ~~ -- Plan revision Required. Yes o i ~ ' ~~j~~ ~L~~'t~~ ~~~ -~ s ,bpd ~ ~ % Use other side for additional information. __ _ (C:';~~- S80-6710 (R.3l97) ~ Date Insepctor' ~Signat~t~+ ~Y ~ 4 , r~.~ , ~ 1 t t~~6 2, ~ ~~ sys~- ~~ =+'°q'3 `~ 3~a ~ P ~ IO' $2ltfL~ '~., t~ A&x~ ~ s.s~ . P+PE ~s,L q~.c6 ~y,= n~ ~~ ~'-' ~ s ~- ..,~ , .,z . , Sattitary° Permft A Iicatfon PP Safary Bc Buildings Division 241 W. Washtngton Ave. In accord with Comm 83.21, VJis. Adm. Code Sce reverse side for instructions for completing this application ~ I PO Box 7302 Madison, W"I 53707-', 342 CC rovide may be used far secondary putlwses ou ~fa~ P ~~~r~~ l information I ted form t l t if i b p y + ersona e o county no t comp (Su m Llepertrneat of Cantmerce ~ ~s (privacy I.aw, s. I5.04(1)(m)l ~ state owned. Attach co lete inns o th coon co onl far the stem. on a r not less than 8 -1/2 x 1 I inches in size. State P{an I. D. Number State Sanitary Perrot Number' County „~ i. A licatian Information -Please Print all nformation Location: / pm Location Property ownexName MAY 2 1 2002 R/ ~or N Z oJ G~C~ ~ ~/ , t , a~ 1r~ ua Let N r Block Numb Pmpaty Ownet's Mailing Addrrs ST. C COUNTY } ~ t a S-'3 Zi Code Phone Number City, State P Sub vision Name or CSM N~unber ,, / /, " .cI /h J ~ ~r /r O City / Type of Build. ng: (check one) d II ^ village . ~ 1 or 2 Family Dwelling - No. of Bedrooms :,,,~,... `~ „ f~t..~ " ` ,'!'own ofjJ - O pablicJCommeroial (describe use):_ -~~ ~~~/ 1~ ~°S ^ State-Owned Nearest R Parce T Number(s) T e of Per :Check onl one box online A. Check box on line B if a licable 5 (n 6. D Addition to , p) I. New Z. Replacement 3. D Replacement of 4. Existin 5 stem S stem S tem Tank Onl Petmtt Numbs Date Issued $) a A Sari Permit was reviousl issued ~ ~ „ ie r ~ o~ s . Cpl/ y X~/2. 5 m-yL stomt (Check alI that apply} _ ~ . U 'L 1 ~" u~~ i d Wetland OW T fi y IV. Type of P found ^ Sand r Cv~~, O Constructe ^ Notx-pressurizxd In-ground ^ Holding Tank C15iagle Pass 13 Drip Line ~ Presatriaed in-ground D Aerobic Treatrzent Unit O Recucttlattn D ~~' O At- e / 5 ~ Dts ersalR'reatment Arealnformation: .SR~L ~~~ -- 5 P~~~ ~ V G. tom ovation 7.Finat . 1. ~~ ow ) Z. T7isporcal Atka 3. Dtspersal Area 4. Soil Application tnJinch) ~ Required Proposed Rate: (t3aisJ lsq. ft.) (M~ Elevation /OD ~D ~DZ,3~ . i S o~ ~ ~~ 5Z~ ~~ ~ (, - Plastic F b 'Total # of nufacturer Prefab Tank Capaatty 1° Con- VII cr r Site Steel Con- glass . information Gallons Gallons Tanks Crete sttucted New Iracisting Tanks Tanks Q ~ " ~ ~~V V u r/! !~ VV VIII. Responsibility Statement . i the tmdersi assume r nsibili for installation of the POW TS rho the N ched lens. g„s;,,ess Phone Number Pl m S ante ntit lum 7'S lgaatuce (n0 6tarnll6): z 5~c~ f ~ 22 ~ ~ PI s Addtrss (Street, City State, Zip r' _ ~~p `J 7 ~~ss~~ IX. County/Department Use Only Date issued ~ A Signature (N ?5) Is g g Sanitary Pettrat Foe (includes Groundwater ^ 1'?isapproved pv ~ Given Initial Adverse Surcharge Fee) .~i ~ ~ S S ~ ~ D ~'«''~ i O ^ amer ,.. Approved !p Dstcrmination ,~ / 6 X. Conditions of Approval li{easons itri .,.~aNr..,....• , ~ y~~,vv iaG I ~ ~~~T DI~YW+fir~ Can'`"' ~~~~ a ~~!/~ ~s~m ~ ~ ~~ '~ ~RaPfi,~ t, rnk~S, W~ZL~ Nb tfS ~`r Z /LI fY/ ~~T~if ~EZf't!i R.crD ~t{S SKU W IJ O /~ yL o T" f~L .9~ • r~,2o /R2 I~~- 3~ ,y-i ~i ~ v r ~r~ ~ S~1'~ ~ Mc~r/~o r/~,vc~~.l~ ~'~~'' , ~e~o-mm,~b A~N~~ ~ ~~rs;~~/o~, 3 ye r1~~ ~'`~ ,. isconsin Department of Commerce Scott McCallum, Governor Philip Edw. Albert, Secretary May 09, 2002 CUST ID No.224617 LYLE J MYERS NORTHLAND PLUMBING INC E 1556 ST RD 64 BOYCEVILLE WI 54725 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/09/2004 SITE: Bret Harvieux 90TH Ave Town of Baldwin, 54002 St Croix County NW1/4, NE1/4, S24, T29N, R16W FOR: Object Type: POWT System Regulated Object ID No.: 850636 Description: 450 gpd design wastewater flowrmound_syste~_ Safety and Buildings 401 PILOT CT STE C WAUKESHA WI 53188-2439 TDD #: (608) 264-8777 www. commerce.state.wi. us/sb www.wisconsin.gov 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: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Waste Treatment Systems" SBD- 10691-P (N O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD-10706-P (N O1/O1).• • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • Maintenance information must be given to the owner of the tank explaining that period' le~ ~te filter is required. Access to the filter for cleaning must be provided per Comm 84 product apon ,c.~ O~ O ~ E~• ~'/s+ Fio • A Sanitary Permit must be obtained from the county where this project is to ted in ~~n~~ the requirements of Sec. 145.135 and 145.19, Wis. Stats. S~ ~~'s Fyj. M, ~~ q.~Ot • Inspection of the private sewage system installation is required. Arrangements for iah shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d),. Stats. ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 a ~`YUSlO Identification Numbers Transaction ID No. 732546 Site ID No. 644383 Flease refer to both identification numbers,'_ above., in all correspondence with the agency. 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 LYLE J MYERS Page 2 5/9/02 required by the state or the local municipality shall be obtained prior to commencement of construction/instal lation/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. Sinc ely, Thomas J Perkins POWTS Plan Reviewer ,Integrated Services (262)521-5064 , 7:30-4:00 tperkins@commerce.state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky ,Wastewater Specialist, (715) 726-2544 Mound System Cover Page ~, ~ 6 Project Name: BRET HARVIEUX MOUND Owner's Name Bret Harvieux Owners Address 2324 Cascade Plaza So. Woodbury, Mn. 55125 Legal Description NW ~ %4, NE ~ %. Sec 24 T 29 N, R 16 w Township Baldwin COUnty Saint Croix -~ Subdivision N/A Lot# N/A ParcellD# 002-1058-30-000 Table of Contents P9~ 1 Cover page 2 Mound Sizing Calculations 3 Pressure Distribution Layout and Dynamics 4 Dose Tank / 5 Management and Contingency Plan 6 Plot Map total # of pages: 6 R MAY - 6 SItFETY & BlD~S. DIY. Designer Name: Lyle J. Myers /`s MP/License #: i.D.# 224617 ~1 Date: 4/30/02 ~~¢l~ Ph. #: 7156432520 co Signature: 9~0 ~~F~~F~ O~ Mound System Design Methods Used O~~~c ycs per "Mound Component Manual For Private Onsite Wastewater Treatment Systems" (Version 2.0)SBD-10691-P (N.01A01) ~CF ner"Pressure Distrilwtion Component manual for Prolate Onsite Wastewater Trestnr!nt Systems" Nersion 201 SBD-10706-P fN 01/011 N12486 220th St, Boyceville, WI 54725 Ph: 715-643-6068 email: Mound System ~®z ~ s Mound Sizing Calculations Project Name: BRET HARVIEUX MOUND Site Conditions Design of Entire Fill Project Type: 1 or 2 Family Dwelling • ~ `~~~ Cell depth at upslope edge (D) 24.0 in. °~ 51ope: 5 %~" Cell depth at downslope edge (E): 26.4 in. j,~ ~r # of Bedrooms: 3 ~ Distribution cell depth (F): 9.5 in., !o I~rd'/S Depth to limiting factor: 12 in. Cover thickness over edge (G): 6 in. Absorbtion rate of fill material: 1 gal/ft2/day Cover thickness over center (H); 12 in. Absorbtion rate of in-situ soil: 0.4 gal/ftz/day End slope width (K}: 11.7 ft. Effluent quality Eff#1 • Fill length (L): 135.9 ft. .----- Max BOD effluent value: 220 mg/1 Upsiope width (J): 8.6 ft. Max TSS effluent value: 150 mg/I Downslope width (Toe) (I): ~4 ft. Fill Widt (W): 25.0 ft. Design of the Distribution Cell Basal Area System Design Flow: 450.0 gal/day Basal area required: 1125 ftz ~/glstribution cell width (A): 4.00 ft Basal area available: 1845 ftz ,/Distribution cell Length (B): 112.5 ft~ Area of Distribution Cell: 450.0 z Observation Pipes Contour Elevation of Mound: 98.60 ft ~/ Location from end of cell (Z): 18.75 ft System Elevation of Mound: 100.60 ft Final Grade of Mound: 102.39 ft g,~G o2 ~q.! Mound Plan View ~- ~v / 0 c~.3 ~S - la ~ ~ Cbserration Pipes sYS ~ ~~ K ~' i~i~tril~ti~rr~ Cei1 ~ ~ , Dd. ~ ~ t I g ~K ~ Tilled Arear'Fill Material q ,9` h. ~I) i-~. ~ ~~~ ~~ ~ ~~ ~;i I Mound Cross Section d2 ~ `~ ~ ~ Final Grade /~Z ~ 3~ '~-Observation Pipe ~ Synthetic Fabric ~} G Distribution Cell System Elevation ~~ 4~, ~ ~~`~ F ~ ~^~ /Od, !00' Dover Material Invert } T ~ , ~ ~ ( ~ FIII Matenal Tilled Area Slope ~~-Forcemain S sy tem - Contour ~~_ Notes: Fill material to consist of ASTM C33 Sand Distribution cell aggregate to comply with Comm 84.30(6)(1) Synthetic Fabric covering on cell per Comm 84.30(6)(8) Distribution Cell to have minimum 6" aggregate below lateral and 2" above. Mound System ~• s or s Pressure Distribution Calculations Project Name: BRET HARVIEUX MOUND Lateral Layout Lateral elevation: 101.1 ft Rows of Laterals: 1 ~ Manifold type: Center ~ Orifice diameter: o.i2s • In. ~r~ # of Laterals: 2 Distal Pressure: 5 ft / Lateral Length: 55.75 ft Lateral/Manifold Design G/e ~• Lateral diameter: 1'i2 ~ In. lateral spacing ~ ~ft Lateral to cell edge: 2 ft / Lateral discharge rate: 7.83 gpm System discharge rate: 15.65 gpm c/ Manifold diameter: 1,~ ~ Manifold length: 0 ft Orifice Spacing/Distribution Orifice spacing (X): 36.16 Inches Orifices per lateral: 1 g Avg. ft2/Orifice: 11.84 ft2 Forcemain Friction Loss Forcemain length: 120 ft Forcemain diameter: i~h ~ In. Friction loss in forcemain: 2.831 ft / Lateral Side View Lateral Plan View Lateral Length -- ~ Orifices on bottom of Turn-up wlball valve ar cleanout plug-~ lateral equally spaced t"VC laterals and forcemain to comply with specifications per Comm 84.30[2)[e) Clean Out Detail Clean-out plug Grade r or ball value Observation Pipes Sprinkler Box Long Sweep 90 or two ~5's-~ 6" Minimurrr Y. dilater tight cap or plug .Slot Nate: Cbset Collar may be usad in place of 3l8" bar `--318" Bar .,~ Mound System Septic, Pump and Dose Tank Project: BRET HARVIEUX MOUND Tank Information Pump tank manufacturer: Wieser Concrete Pump tank size/model: wiooo/eso-MR n Pump tank gal/inch: 17 Actual Pump Tank Volume: 646 gal Tank bottom elevation (inside): l - 86 ft Septic tank size/model: wiooo/6so-MR ---n Pump and Filter Pump Manufacturer: Little Giant Pump Model: 9EH Effluent Filter: Zabel A100 Note: Access opening of sufficient size to be provided to allow removal of filter. Opening to Terminate at or above grade. ~ .~Lr ~ Z Dosage Volume ~~ ~{~ Forcemain drains back to tank? QQ Yes ~ No Lateral void volume: 11.8 gal Dosage to absorbtion Cell: 58.9 gal Forcemain volume: 12.7 gal Total dosage: t{sv 71.6 gal - (~,- Total Dynamic Head Are laterals highest point? y if not, enter highest elevation: 0 ft System head (distal x 1.3} 6.50 ft Vertical Lift ("D" to lateral) 14.43 ft +~ Friction loss in forcemain: 2,8 Pressure loss from filter: ft Total dynamic head (TDH}: 23.76 ft Pump Tank Diagram Dose Tank Levels Watertight Locking Cover In. Gal 4 Inch With Warning Label finished A Reserve 23.8 404.4 Minimum . _ Grade ,._~ g pump off to Alarm 2.0 34.0 Alternate) C Total Dosage 4.2 71.6 ounet Location Elect. per Comm D Effluent depth for pump 8.0 136.0 r m ~n NEC 300 Total Capacity: 38.0 646.0 ~ Weep Hole p' or Anti- Siphon 6 Device FLOV- LITERS/F~IAt C D e~t?J• ~ W R Pump must be capable of: and head pressure of: 15.7 GPM '~ ~ 23.8 Feet '~ ~C • ~./ to N 7.$ ~W Z 5 ~ z.s 0 Page 4 of 6 ~~ LittlC Giant FLAW- GALLONS/MINUTE 9EH PUMP PERFORMANCE CURVE 115V 6gH2 ~~~sio Mound System Management Plan pursuant to comet 83.54 W. A. C. page 5 of 6 Owner's Responsibi{ity: The component owner is responsible for the operation and maintenance of the component. The county, department or POWTS service contractor may make periodic inspections of the components, checking for surface discharge, treated effluent levels, etc. The owner or owner's agent is required to submit necessary maintenance reports to the appropriate jurisdiction and/or the department. Septic Tank: Septic tank(s) are to be inspected routinely and maintained by department approved individuals when necessary in accordance with their approvals. The use of chemicaUbiologicai "treatments" is not required or recommended. If such additives are used, make sure they are approved by Department of Commerce, Safety and Buildings Div.. Effluent fi{ters are to be removed & cleaned as necessary, with provisions to keep solids from passing the septic during removal. o more an 'IT o3-ftfie usa6Te an vo ume may be occupied by sludge/scum. 3 year i~ nspection: If tank has greater than 113 volume sludge, tank contents must be emptied and disposed of in accordance with NR 113 Wisconsin Administrative Code by an approved individual. If the inspector doss not recommend pumping of the septic tank, then the owner must be notified of when pumping should be done as to not exceed 1/3 sludge volume. Septic tank should be routinely inspected to be watertight and of good repair. 3 , /~. ~ ~~. >~D ~ ~ L/ v-S ~~?'n01/A'C.. ~Dlyr 7~-AI1G Pump/Dose Tank If an effluent filter has been installed in the pump/dose tank, it must be removed & Leaned as necessary, with provisions to keep solids from passing to the mound component during removal. The pump, float switches and alarms must be inspected at least every three years for proper operation. Pump/dose tank should be routinely inspected to be watertight and of good repair. Mound and Lateral System The mound system component must remain free of ponded surface water prior to pump operation. If 4 inches or more water level is detected in the observation pipes, the owner must be notified of possible problems/failure. The designed daily flow capabilities of the component should never be exceeded. Trees and any other deep rooted vegetation should never be planted, or allowed to grow anywhere on the component. Activities OTHER than mowing/maintenance (i.e. excessive walking, pets, vehicles, etc...) could compress the component and reduce it's absorbtion capabilities and/or possibly cause it to freeze in winter conditions. Lateral distribution pipes should be flushed out/tested every 18 months using the cleanout points at each end of the component to remove scum that may clog orifices. Performance Monitoring: Pertomtance monitoring must be done at least once every three years following the installation or at the time of a problem, complaint, or failure. Contingency Plan: If the septic tank, pump tank or any of their components therein (including floats, alarms, pumps, etc) become defective, the defective tank or component must be replaced immediately to ensure that the system can operate as designed. If the mound component cannot accept wastewater or ponds wastewater to the surface, the component must be repaired or replaced in it's current location by either: extending basal toe to provide added absorbtion area; or by removing the clogged bacterial mat,aggregate cell, and distribution piping within the mound and replacing said components in order to return system to proper working order as required. ~- f~ rt`~~C y`_ r ~ ~ ~ C~~',~-ter '~t~z;a S~> ~L~rv9r3c`~2 L,s f ~~ ~, hey ~nS c~;~~-.~ ~~~a /D~' 1 a ~i G~ 1 ~ -r ,~ } ~1 L'Jf'\ L r f ~~. 5 ~ ~ 5~ ~a ~ ...--ter '~ L~Y~ I fI~'?Cr~rt`~ ~u i i J r~: r `~ -~.~ ~`?,3~`~ ~~~~ ~' ~ ~ ~~~~ 4~ ~~ ~~ GL ~1' I, rr2 ~~«m~, ___- ~~ v ~ ~s~ ~~~~ ~~~cs~~s ~. ~~ ~ ~~u -. ,IQ~consinDepartinentoflndustry, SOIL AND SITE EVALUATION REPORT Labor and Human Relations Il:..:w:.... ..i C.,ieh. P. Q.,il.dinn~. n_~_ Page 1 of 3 ' III QVliV1V Wllll ILI 111 VJ.VJ, •.IJ. n4~1~. vv~a. COUNTY but Plan must include h i h 8 1/2 11 i i l St. Croix , nc es n s ze. x ess t an Attach complete site plan on paper not not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and distance to nearest road. 002-1058-30-000 APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION RE IEWE BY DATE 1,~~ ~~~ PROPERTY OWNER: (~ PROPERTY LOCATION ~ ~ Nancy M. Dahlen !y"`~ GOVT. LOT NW 1i4 NE 1~4,S24 T 29 ,N,R lb for) W PROPERTY OWNER':S MAILING ADDRESS LOT # BLOCK# SUED. NAME OR CSM # 2633 90th. Ave. na na 20 acres CITY, STATE ZIP CODE PHONE NUMBER ^CITY ^VILLAGE []TOWN NEAREST ROAD Woodville, WI. 54028 (715)698-2780 Baldwin 90th. Ave. [~] New Construction Use (x] Residential ! Number of bedrooms 3 [ ]Addition to existing building j ]Replacement (] Public or commeraal describe Code derived daily flow 450 gpd Recommended design loading rate • 4 bed, gpolft2 •5 trench, gpolft2 Absorption area required 375 bed, ft2 375 trench, ft2 Maximum design loading rate • 4 bed, gpd/ft2 •5 trench, gpd/ft2 Recommended infiltration surface elevation(s) lUL. 60 ft (as referred to site plan benchmark) Additional design /site considerations system el . based on contour line of el . 101.60' Parent material glacial drift Flood plain elevation, if applicable na ft S =Suitable for system CONVENTIONAL ^ S ®U MOUND C~ S ^ U IN-GROUND PRESSURE ^ S ®U AT-GRADE ^ S ®U SYSTEM IN FILL ^ S ®U HOLDING TANK ^ S ® U U =Unsuitable fors stem SOIL DESCRIPTION REPORT Boring # 1 Ground 10~1e7 ft. Depth to limiting factor 7ti II Boring # 2 Ground elev. 100.7 ft. Depth to limiting factor 30" Depth Dominant Color Mottles T t Structure Consistence Botxtda Roots GPD/ft Horizon in. Munsell Qu. Sz. Cont. Color ure ex Gr. Sz. Sh. ry Bed Trerx~ 1 0-14 10yr3/3 none sil 2msbk mfr gw 2f .5 .6 2 14-2 10yr3/3 none sil lcsbk mfr gw if .2 .3 3 26-4 7.5yr4/4 c2d 7.5yr5/6 is Osg mvfr gw na .7 .8 4 44-6 5yr4/4 c2d 7.5yr5/8 scl M NA NA NA NP s.2 Remarks: __ 1 0-10 10yr3/3 none sil 2msbk mfr gw 2f .5 .6 2 10-1 10yr4/3 none sil 2msbk mfr gw if .5 i .6 3 19-3 7.5yr4/4 none sl 2mfr mvfr gw na .5 .6 4 30-5 7.5yr4/4 c2d 7.5yr5/6 scl lcsbk mfr na na .2 ~ .3 r, i r i 7 P.-' n,s ~ 1 ' ~ 1 r m. ~ Remarks: _ sr..^ ~`•`~98 j-,.;,_ s NTy `~ CST Name:--Please Print G L. Steel Phone: 715-246-6200 z~~NG pF ~ `"` Address: 1554 200th. e. New 'chm nd WI 54017 '"~ '~ Signature: Date: g_ 17-98 `~ Numper: ' 0 8 ~---- PROPERTY OWNER Nancy M. Dahlen SOIL DESCRIPTION REPORT Page? 'of~ PARCEL I.D. ~ 002-1058-30-000 Boring # 3 Ground elev. 99.0 ft. bepth to limiting factor 28" i H Depth Dominant Color Mottles Texture Structure Consistence Barxfary Roots G P D/ft or zon in. Munsell Du. Sz. Cont Color Gr. Sz. Sh. Bed Trend 1 0-13 10yr3/3 none sil 2msbk mfr gw 2f .5 .6 2 13-28 10yr4/3 none sl lcs bk mfr gw if .4 .5 3 28-40 7.5yr4/4 c2d 7.5yr5/6 scl lcsbk mfr yw if .2 .3 4 40-60 7.5yr4/6 c2d 7.5yr5/6 scl 2mgr mfr na na .4 ~ .5 „' STEEL'S SOIL SERVICE Gary L. Steel CSTM2298 MPRSW-3254 Nancy M. Dahlen NW4NE4 S24-T29N-R16W town of Baldwin N 1"=40' BM.= top of 2" pvc pipe C el. 100' Alt . BM. = tOp of 7 ~~ r~tm ni nP Cal ral _ ~n.nn~ 1554 200th Ave. New Richmond, WI 54017 (715) 246-6200 T~ ~ -~~- t _ "" ` [ ~ GAry L. SRteel 9-17-98 • 4` Wisconsin Department of Commerce Division of Safety and Buildings SOIL EVALUATION REPORT Page r of m accoraance witn Comm ua, vvis. rwm. ~oae County C ~ ~'~D/ X J Plan must er not less than 81/2 x 11 inches in size Attach com lete site lan on a p . p p p include, but not limited to: vertical and horizontal reference point (BM), direction and percent sbpe, scale or dimensions, north arrow, and (ovation and distance to nearest road. Parcel I.D. Q b ~ - /OS~- ~O - od0 Please print all information. view by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ~'~~ ~~-Gx~'~- u,(/~~ J~ ~~ P~j rty OwLner ~ Property Location // / ~~ C ~ alt''V l2. u. .L~'f'2:-r / N R ~~o or) 1/4 /4 S Z7 T Z. Govt. Lot n/ Property Owner's Mailing Address z3Z~f Cu,scc~c(.e, ~I ~ ~ ~d Lot # /) ~ Block # h~ Subd. Name ar CSM# za a~~e..s City State Zip Code Phone Number ^ Ciry ^ V age (.Town Nearest Road moo bkr ~~ 5/2~ (joy/ X73(-i~~3 ~~IdCw ~ ~o~ti ~i/e- New Construction Use: ~) Residential / Number of bedrooms 3 Code derived design flow rate ~~d GPD ^ Replacement ^ Public or w erclal -Describe: ~___. _..__-_ ___.__ Parent material 9 /fit G/ Cr ~ C~/i~f Flood Plain elevation if applicable n~ ft. General corrntents and recommendations: S y5 ~-e'~'~ F/~ /~ /01. ~ ~ % ,13a sre0 a r7 !a ~ ~rK r .~~- D APR 2 2 2002 ST. CROIX COUNTY Boring # ~ Bonng C aj ~ ZONING OFFI ® Pit Ground surface elev. ! ~ ' ft. Depth to limiting factor ~ in. Snit Annliratv~n Horizon Depth Dominant Cd Redox Description Texture Structure Consistence Boundary Roots GP D/ff in. Munsell Qu. Sz. Cont. Color h . Gr. Sz. S 'Eff#1 •Eff#2 f U- /d ~/P ~ /?oG/-e- ~i c~ / ~ , ~~^S~'1 ~r C 5 2'-~ 3 Z-3Z ,~' ~ cz~ 7.sY/~ ~ sc~ ©y''l na n ~ ~ ~o . o Ong # ~ Boring ~~ - ® Pit Ground surface elev. ft. Depth to limiting factor in. Sal ication Rate Horizon Depth Dominant Cdor Redox Descxiption Texture Structure Consistence Boundary Roots GP D/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 `Eff#2 ~ D-~ ` /O I~`~/3 {iJbG/~ ~"rCx 2.m$6 ~r C 5 2-F' ' ~ (o z 9-/3 /o /P ~~5~ X07 ~ ~ ~ 2r+S6~ r C S ~-~ . `~ • ~ 13-32 75yc''~ /P~°3 c..Q ~ ~ n o 0 • Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mglL ` EftlUent #2 = BOD < 30 mglL and TSS < 30 mg/L C (Please Print) ignature , /" CST Number Date Evaluation Conducted Telephone Number /5~~ f,F' C6 /Ve <~ ~i"c,trim a ~ ~ Gc~i 5~i/Q/7 ~ ZO-o 2- 7iS-25~;~-5~~ w Property Owner ~ ~~ ~ ' / ~ t`/~ ~ Parcel ID # do z- /0~-03 --ooo Page ~ of 3 'a. o Bori~ # ^ ~ri~ ® pit Ground surface elev. ` ~ ~~ ft. Depth to limiting factor ~ ~ in. Soll ication Rate Horizon Depth Dominant Cdor Redox Description Texture Structure Consistence Boundary Roots GP D/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •E F#2 f f ~Q s /0 /in ~6~'J~ ~ %C~C' 2rn+~ yYl ~~' C_j 2-~ ~ ti / _ ' W 2- l3 Qyi~ i'J6{?~L s ~ -~ 2~^S r ~.S ~-~ [ [ F 7 t / 3 7-.~ ~ ~2q~ 755'/ ~ Sc.Q ol'n nGt r1u lam- rfl .0 a ~~ # ^ Bonng ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Cdor Redox Desrxiption Texture Structure Consistence Boundary Roots GP D/if in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 ~~ # ^ Boring ^ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate Horizon Depth Dominant Color Redox Desrxiption. Texture Structure Consistence Boundary Roots GP D/ff'- in. Munsell Qu. Sz. Cont. Cdor Gr. Sz. Sh. 'Eff#1 'Eff#2 'Effluent #1 = BODS > 30 < 220 mglL and TSS >30 < 150 mglL 'Effluent #2 =GODS < 30 mglL and TSS < 30 rrrglL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. sso-saw trt.eroo> p fir A~',E: ..~~~ ~y~ 303 r~ ~" ~a ffUi.e ~X wa5~j-0~ Tw~ ~~ ~~ i~l~; ~~acr~.s o 1 o~'0u` ~,i n~- ~ `. 1 ~ , 0 ~ ~~, ~-~ ,. ., ~;, K ~~1 ~ ~ ~ ~ ~'~ S ~ ~ ~= ~ ,, ~ m ~ . ~3 ws 4' I e / ~ !oa' ~ /off, ©F`l ~~ S~Qe ~-~ i~~e ~~ ~~orr'h~ ~~P (/~ 3) , X39- ~-~, i33 ~ ~~ s~ ~ 3i ~~ y~ ~'oufh ~~~ ~ ~~~ Mr~Y 2020@2 i 2:06 Pt1 FR GE rAP I TAL FLEET 9528251 766 TO 9 1 71 5643252@ • - -- -.. •-.--• ~•• •.+~ ....~ . s.r o~v ~.v~w .at 4A.L 44 44:V 11VV ~yy,Qi./1 WV~ S8P'TYC TANK i~+tAINTBNANCB ACrRESI~NT ANp 4WNB1tSHIP CERTI~TCATION FORM pa~rf8uyx . ~,~~/~~.~r1f L~''C Muting .A-ddsess ~ 3 ~ ~ ~ -S' pity ,A,dt~z+ess o?G-.s- ,~ ~ - /~~~o w~~ (Vecjficatioa from Plsanin$ Desat tar o~ea coost<uctio~ P.DLi01 !Q~ UO1 CityJStatia ~ ~~ ~~ /~ . p»el Ydeatif cation Ntunber !> ~1- /~~ - 3c~ --~ dv DES .. (ON. PnoprxEy Lxalian ~~ %, /(~~ Y,, Soc, z `~ ~rabdivi~ion T~~~N_R f /n W, Iowa of N - . Lot # ~... Certiilied Survey Map # ~,~~ . Volttmuc , . Page # Watrr:~t~- peep # _~~~~ _. Volume ~ 3 Purge # ,~ `f ~ . Spec house O yes (i~` n~o Y.at tines i8eati5able Si yes ~ no ~ NANCE Impeapcr use wad maiuHeaataeeof your scpa~e system aouidnsuit in its prematlst~e faihrm to iutarJle Nrssees. Prager eatst+ists of pa-mpie$ nut tha septic tauk• every three years or aoaaet. if needad 6r • iiaeased pnroper. Wbut Yaa ~ i~ ~ ~°~` as alfoCt 9se fuoctier-. of the aeptia talc as a treatoaeat s4$a ;tt tL+e ~va;te disposal 3Ue property owner ~egaaes to satbmit to St Croix Zonigg Dep~'Aear s oettifxeatian fbtm. si$ued by the owner asfd by a mesterpietmber, jomaey~P~~* a+eserietedpk~berar a li~encodp~m~perverifYieB ~ (1) tbn aa-sibe.vastewaterdispocal• eyrrem i; ~ ~~ ope~at#a$ cattditian e,fldlar (2) after mspectiaa aiad pua~3ag (~ naoesser9). ~ G tank is less than l/3 fhlt of stodge. 1UwC. the ~ hiva st>sd tba above requireweats and ag:+ce to mtfnmfa the private sewage disposal euh'h the atmodatds not ~, hareds, as net ~rjr the Depaxtat~at of Cammenoc and too Deps eE N'ataal Resource. Sht~ of W~aonxia~ 30 ssati~ that Your a system bas bean mai~,iaCd entrst be completed aad:nAu'aad m ebe St Croix CoimeY ZouioL dayr+o o fba tb~oe~~ticn Aare. ! ~ °~ SD~tJITtJRB OP AiaPLIC~.t1T DAZE ~tcA~YQx I (we) certify that all stateraeata an this form are tens to tfse best of lay (our) faaoartedge. i (we) am (arc) tho owner(s) of t5+c p descabed ~. by virtue of a .vatrmty deed reoocded in Rtglder of Deeds O~ics. 1 ~~ SX'Cri`iA"RtR~ OF ~1~ Any infocmatitun that is mirreepresea0ed Aoay result is the saAirasr Pm'~ "~ ~"~ faduda with this aaplkatian: a statoped waasnry deed from >~ Redder of Leeds o>*Yice a oelsy of the cer 'hued sun'e+Y maP iP t is t~oade ih the 'MVarcaatY ~ ** TOTAL PAGE.OI ** U 1893P 2y1 I STATE BAR OF WISCONSIN FORM 2 - 1999 Document Number WARRANTY DEED This Deed, made between Elizabeth K. Holmes, a single person Grantor, and Bret R. Harvieuxand Mary A. Harvieuz, husband an d wife Grantee. Grantor, for a valuable consideration, conveys to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Recording Area 679334 KATHLEEIi H. MALSH REGISTER OF DEEDS ST. CROIX CO. , YI RECEIVED FOR RECORD 05-17-2002 10:00 AI! WARRANTY DEED EXEMPT # REC FEE: 11.00 TRAKS FEE: 215.70 COPY FEE: CERT COPY FEE: PAGES: 1 Name and Return Address The West one, half of the Northwest Quarter of the Northeast Quarter (W '/: me~ ~e I of NW '/. of NE'/.) of Section Twenty-four (24) in Township Twenty-nine (29) North, Range Sixteen (l~ West, St. Croix County, Wisconsin. 3~ rnlnr ~ • ~1~ ~, rn~ 5~~~ 002-1058-30-000 Parcel Identification Number (PM) This is not homestead property. ~ (is not) ' Exceptions to warranties: Easements, restrictions and rights-of--way of record, if any.. Dated this ~ day of May ~ 200] • AUTHENTICATION Signature(s) authenticated this day of i TITLE: MEMBER STATE BAR OF WISCONSIN (If not, authorized by § 706.06, Wis. Stets.) ACKNOWLEDGMEIY~~„~.;• STATE OF MOfZlfrl ~/S`~i'-``~~1.~c ~ "'` . !lil~0~ County ~~'~ ~~ •• ;v .s" w ..a Z" Personally came before rr~~ ~ d~$f MaY e«ab e~~ne.~ Elizabeth K. Holmes, a single erau Q•.• ~~ ...-~~ to me known to be the person(s) who executed the foregoing instrume and ackn led the same. THIS INSTRUMENT WAS DRAFTED BY a Attorney Kristine Ogland Notary Public, State-afi~i3Ct7nsin u son, W Ol My~nm-i/ssion is ermanent, (If not, s ate expirati n date: (Signatures may be authenticated or acknowledged. Both are not necessary.) _~~"IV ~~! , ~_ •) ~~ Names of persons signing m any capacity must be typed or printed below their signature. Inrormatb„ Prote•,toneb co•,p.ny. tuna du ~w Nn STATE BAR OF WISCONSIN eoo~s5s2oz~ WARRANTY DEED t+ORMNo.2-1999 LJC ~ O~ ~1~.~ OtTOP1A~iASL4NNIEh1iY ~. ~~ ,.~ ~,.. ~n1TOp,+~PC)VpTJE! iOCJA ~~~ ,~ 0 3 O E m ~~ --~ m _~ c7 m d c D X O hi N mm 11] r N N 3 N :itches view Optional Front Elevation ---- -- - _1~--.. isconsin Department of Commerce May 09, 2002 CUST ID No.224617 LYLE J MYERS NORTHLAND PLUMBING INC E1556 ST RD 64 BOYCEVILLE WI 54725 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/09/2004 RECEIVED MAY 0 9 2002 ST. CROIX COUNTY ZONING OFFICE ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: Bret Harvieux 90TH Ave Town of Baldwin, 54002 St Croix County NW1l4, NE1/4, 524, T29N, R16W FOR: Object Type: POWT System Regulated Object ID No.: 850636 Description: 450 gpd design wastewater flow mound system. Safety and Buildings 401 PILOT CT STE C WAUKESHA WI 53188-2439 TDD #: (608) 264-8777 www.commerce. state.wi. us/sb www.wisconsin.gov Scott McCal{um, Governor Philip Edw. Albert, Secretary Identification Numbers Transaction ID No. 732546 Site ID No. 644383 Please refer to both identification numbers, above, in all cones ondence with the a enc . 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: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Waste Treatment Systems" SBD- 10691-P (N O1/Ol) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD-10706-P (N 01!01). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. 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 LYLEJMYERS Page 2 5/9/02 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, Thomas J Perkins POWTS Plan Reviewer ,Integrated Services (262)521-5064 , 7:30-4:00 tperkins@commerce. state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky ,Wastewater Specialist, (715) 726-2544 t isconsiin Department of Commerce RECEIVED I~AY 1 0 2002 ST. CROIX COUNTY ZONIN_`CE Safety and Buildings .401 PILOT CT STE C WAUKESHA WI 53188-2439 TDD #: (608) 264-8777 www.commerce.state.wi.ustsb www.wisconsin.gov Scott McCallum, Governor iilip Edw. Albert, Secretary May 09, 2002 CUST ID No.224617 LYLE J MYERS NORTHLAND PLUMBING INC E1556 ST RD 64 BOYCEVILLE WI 54725 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 05/09/2004 ATTN: POWTS Inspector/ ZONING OFFICE / ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: Bret Harvieux 90TH Ave Town of Baldwin, 54002 St Croix County NW1/4, NE1/4, 524, T29N, R16W FOR: Object Type: POWT System Regulated Object ID No.: 850636 Description: 450 gpd design wastewater flow mound system. Identification Numbers '' Transaction ID No. 732546 Site ID No. 644383 Please refer to both identification numbers, above, in all correspondence with the agency.. 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: • This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound Component Manual for Septic Tank Effluent for Private Onsite Waste Treatment Systems" SBD- 10691-P (N O1/O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD-10706-P (N O1/O1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of mound component manual are complied with. A copy of this information must be-given to the owner upon completion of the project. • Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. 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 LYLE J MYERS p~o~ 2 5!9!02 required by the state or the local municipality shall be obtained prior to commencement of construction/instal lation/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 meat 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. Sinc ely, ~~ Thomas J Perkins POWTS Plan Reviewer, Integrated Services (262)521-5064 , 7:30-4:00 tperkins@commerce. state.wi.us Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky ,Wastewater Specialist, (715) 726-2544 DD s~ P~aE 52 a `~ • ~ NsP ~r'1e Ttamas k Melody zzx • Rwiunl D-:+ Nsr DD 4s 3Q'js ~ ; • Knntm rte K~r tc~ • • 49s trM a`« 3z s laous ~= Robert 147.9 Miduel ~ & Ka rY Lee Nsr e i P Leanne Eschenbach • R er oogg t 1 & Ch 45P Bradley F j ' ,, , ~ •~ • Do„glaaero,riahne . M couine mdor k Faye Kenn th DO1WU' a & atric • Dorwin 77 as e A Brathal ~ Sr PameU D Dorwin ~ ays ~ VeenerudaB 144.9 Rebecm 77S CNis e 120 Trust Da k I. R- ~ d - a.x< 74 M •„b aRCto A~ • 157 dr Mania Graf • 155.5 40 y w~ ~ 123 J ames 153.5 U ~, a Melod ~°°" Anthony k Helen 142 3 $udrey t~eyi` Kenneth 124 8 Joseph A &Joan Gillis sere s y ap 4 ~~ . • Van Someren ArHey~ i° . ~ Marcia 8p 113'2 & Betky Cronk Lillian ~ yk ~ 99.1 las~eP`hir,e ' ' • Scott )Dane Eawam serum ~„gl„ Graf HuNgen ~ Rattei tr 120 e iOHa • Green Gerke n er Phyllis H8"SO^ & Janet ~ t d, ~ Rivard Todd & Brian Bradley SCOtt & V Del oreJr • S ~ 72.3 ~ 40 Holle P ~ edrolty Saari R4N 90 Lori• S chmidt • aPi°1e'd omwe, ]GO Phyllis Mark 80 160 dr Marion z^ R Robert6 D,.,a 10 20.2 • R to Grae ~ ~ ~ R • R • "` 72.1 • • Barr iault • 30 20 ~ Kathleen Koehnen 3 40 • & loan D Mm a en glee ou Edward • 40 • Phyui9 D id k U l5 DI ~ ii~ ~ ~8 • • ~ Y •40 4 6 • ~ ~ av H 120 73 Phili & Nan ~ • Marsha 100.9 . ~m 2 ~ ^ • a . Audrey 40 Hanson k 9oniu H • ~ '~ Y U O~OMOr 80 W P ni k ~ • `B ' ; A ~ Douglas ~ ~ Ackley aa: e c 12 0 > ° s 159 • & Christine ~sl,;rj y ~ 3„ " Rob ert James & Kay • Ma & Sharon s • Jo ~ LKto.B Veenendall Barmv~ 79.s Cry 66.E ~ - &Sandra • Harer • t ~ ~ y RamonaThoresen Glenn a • Harer 120 ~ '" ~ q3 Malcein z. weR zi 120 'm a ra ~ ~ 39.5 80 - s Jeffrey dr Dwayne ICl'lllze a g 160 Kenneth 80 Donald RobeR Joseph & va,uw.R 'g v ~ • e : Colleen Leavitt e x • & Mama G f 240 Glenn & • & Dorothy Tr bvi D & Faye r~ ~•nn ~ra1 Willard dr Nellie ~ e ~ ~ S >4ro y ' 8 D id & ra g y ~ Anna Kusilek • V Voskuil '~~ d S IN4R `~ tr Kare n ; av • bent h Joan Lavem & Nola K k • 8• ° ~ ~ ~ r'bOC • • C ~• e 80 Malcein ohnson E • t64 ~ • BO 80 Fem T P w • Gartmarm ~ CP ro • John& ° 14hT 20 60 • 168.9 Joseph ush • Robe Ba li rt Monete o • m ~ ~ • yo ~" 40 David• Alse,n R • • sto8el k r: lor 40 Arta E 3 34.9 & Anna gp g a is 70.6 ~ ~ &Joan l J an ohnsa, 95 40 y ~ ~ wn 100 Hmesk awaBne Kusilek ~a~ v,.. a' W Dale • Debra Raymond & Pauline 37 2 Mentink Donovan • A & )Dan at r.es Ronald M;Wa „ a~ a 69.3 A9foiter Henke . 76.2 k Mariana Cronk Tr LE ~ & Laurie ltrordc. ~ se aadine • hem ke~ 162 Way ne •R ua 1 313.6 80 ohnson 8(1 Monteith Kueikk He>m H~+nk P l m & Ruth • 160 m a Ro=,rsr 29 ~ ~ ~ ~4; ir smanrwa Veenendall • DAC m rem • GaMrd, z 39 4 Charles • 40 160 David B ge >m Steven & chdaBRe Gaald er Madya 80 ~ re z P.w ' r ~ ~ z va ~ ~ • Alvin & Pamela 40 w. e ~ p Ky . El eanor & Cathie _ Simmons ' " ~y~ ~ W • ~ 7l.] 10 R • Peterson • P y iu w;uw 148 Peen Almo . ~ a David & Do • Im•;ter ~ m r•c ~ • z 3s.s ,< 114 1•ohDSOn Bunge • • mss 82.9 °,.`"`• 263.5 • • • &o~adrt 19 t •* • ~ °cP Ierryk Carol z Mmtink 3`1 55 us • Lorentz . a ~ . ~ yes 81 •~ °yH Paul & Geraldine ~ 44S 'a' Timothy ~ .~ € ~ EE 57.3 7w vang & ~ Nartcy Dahlen ~ ~ lzo ly : LOkker • - u k P 9s 266 2 & Bonnie m g N qp 160.8 ~ • Ic7 17 ~ i4 ~ u~ ~ ~ ~ sr"iB' ~ . Veenendall ' rsx c oav, & Kama y 80 Robert er Shirky icdtardt LE R o-.,t ~ ~ z tax 40 Ya ng e O a • :, a z Robert & Dorothy in ° ~ .,,,.. l & ,d, Nygaard „•,~„• Eggm r=• Udder Lee ~ d 149 p .. ..., Timothy ~ Car Farms lne ~ M ichael Berweth PK b ~ & Dart 1 Leonard Dai IIlC ry 9 > ~ ., ~ led zo Hadky & Charlotte BazOte Luckwaldt ~ Lois R.:nh ..9t ~ 198 e~oy ~ cao Ie9tsen & R«he(le 113 7i0mer Leonard 90 ~ '; ffi~ ° i ~ Agriculture ~ ~ ; ' ~,m k ~ Q z 'S 3BS ~ t,. s R"'e 101 gp • m,s & Shirley Erickson • • 3 v x x° 20 s 780.2 ' ~ a a ~ pp~ k~ a Kent & Jeri 9 e s. • smrrs + ( ~ • • Ka• ds •40 ~ Radunzel B0 • - ~ a ~ ~ Andrew k T `~ • 169 9 m s • ~ '„• ^ .t +o • Mid"`i vid 9tB l0 & Karen 68.5 x - John Mom- Roruld Dace 135 80 ~ A 68.1 . ~ ~ e € a M,rnyn i • • E z'm~`an ~ ` 27 dulovich k Janet Nebm, c c rry RiaaN 'w • w so,im c cvm etal I 38.9 90 q }3erkseth V«n~ m ~• ~ X John • 34 5 cre s ~. & PaW la kn ~ ~ _ n IIIC x 9d xs & Sheila . s I ~ M ers 110 e & hLxine Meyers a Va e Meyers Al~rook 41 x° 4i S 12 a ~~ ohs a ~ ~ 8 Hinz • z rR rd 40 40 • 93 Joy ~5 Francis ti ~' e R b R ; ~ .... "'°" Larry ~ 13 Ro DsD•m "` •al.r Thomas& 174.87 119 Ea • r u c al t. D y 3. z ,a g a ~ Sandra • 141 aB, • m ~ ~ ~ ~ H ~Pz u ~ p~ ~ xa Thoma s Ols on • L~ ° H " M a Me s 9 5HOlle ~ (j ~ m C € ~ l u erase MB A''t • 76.1 •I.e, A1°"6" LUnd Ande,sw, D rtea.~ss. ° Walter & Carolyn un , a Rsrvi t • .. m 9,~ m _ ae ,, . • ~ to s., ~ Zal ~, H ~ • Nelson ~~ • TS •~ •te • 49 le ffrer 46.6 Kevin Sr 12 t - D4G D`t'"+• 40 BALD W I N Arthur 77 5 "v' 4"a~ HkR Tyl Steven &Nancy Joseph `°"° & Cl d ll h S kShelb Cecelia B L d• Walter Ne,a-, 1 ].6 . Gisbrecht a Galen & a sx rec t te m & Maxis belong 50 • 4 Peron er Q un q0 Hk}O N 39.5 160 • ~ 32 • Mildred ~ • 41 ~/A `~ 31 70 Anderson °{ Beverly Ba Hans YO11tg ° 0 O D V I L L E Bruce & Joseph Richard a ~ ~ „ ~ 2g Hulbac 9 g 57.7 Achterhof F § k 7 d;th g n `~ "s B on Hanson Yr 8 71.7 • ie sent 5 ~~ ~, _ $ 3~ Cg zy etal 72.1 Stephen cc t9 c • 53 • ~„~ Roy Da 'd ~ • 115.3 O'Keefe R Glerm 100 Arhted,m Carole ~ • 95 63 Va deber rim v Dal g e Moulton Freda Ke„ceth lessen k Renee n Brenne • )ohs e: ~ Robert wade k P w k w Olsen Gary k o Chewier m 60 40 120 • DyHwuae Shelly • ~ g BB 52 & Mary on A d • a y l g Hr~R.san• • ~d EnM 2100 40 $chmiu ~ SQB ers n ~ ~ ' w9 Halstead 5lb 3 &6 W 2200 23 00 y ^ D/ 9 SEE P AdE ZO 2400 500 2600 27fJI A & R Cabinets, Inc. Andy Rudesill 1962 Cfiy. YY taldwin, WI 54002 715 • 684-3881 Your Complete Hardware Store Plumbing Tools Housewares Appliances Ns Sporting Goods Headquarters for Western Wisconsin Over 800 Guns in Stock GREGERSON I~ Hardware (715) 684-3246 880 Cedar Street Baldwin,Wisconsin OWNERS: ROGER & SHARON WOLSKE