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HomeMy WebLinkAbout002-1087-80-225Wiscon.h Depanmentof Commerce PRIVATE SEWAGE SYSTEM Saf ,ty and Building division ' INSPECTION REPORT GENERAL INF(hRM~:TION (ATTACH TO PERMIT) Personal information y~.xx provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Sandvi , Timoth & S Ivia Baldwin, Town of CST BM Elev: Insp. BM Elev: BM Description: TANK INFORMATION ~ TYPE MANUFACTURER ;~ CAPACITY Septic ~ Dosing Holding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic ~rJ0 tj '~ ~,[ r Dosing > sd / w ~ ~~J ~ ~ c~ ~ b _ Aeration Holding PUMP/SIPHON INFORMATION ~~ ~ Manufacturer r vOc~ ~ S Demand GPM Model Number ~(~~~ 2~r f _~ ~v TDH Life ~~ / - Frictio~L~s3 i System H ad~a , TDH~ Ft ~ Forcemain Len Dia. ~t 2 Dist. to Well SOIL ABSORPTION SYSTEM county: St. Croix Sanitary Permit No: 514898 0 State Plan ID No: Parcel Tax No: 002-1087-80-225 Section/Town/Range/Map No: 34.29.16.505025 ELEVATION DATA STATION BS HI FS ELEV. Benchmark ~ • 5 G~ '~• li 9~. Alt. ~~ ~ .L n 3'aco 9y' / ~ ewer Bldg S ~7 . `2.. SUHt Inlet SUHt Outlet ~ ~ Dt Inlet ~ Dt Bottom ~,j Header/Man. ~.0~ q 2 ~ ~ ~/ / J Dist. Pipe ~~ ~„J Q~ ~ ~~ ~~ Bot. System /~ /' ~ ~• Final Grade ~• ~ e~ /~~~ St Cover ,~~~+~ LD ~.., ~o~ s~ . ~~ Co ti~C~ t S • t~7 q/~ Z 5 BED/TRENCH Width Length No. Of~~{{enche PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS ~, 3 L QLJ v ~..G, ~~ JJ ~ ~_ ~\ SETBACK SYSTEM TO P/L LD G B WELL LAKE/STREAM LEACHING Manufacturer: TION CHA OR INFORMA m. Typ~ ~ SO ~ N UN T Model Number: ~ U ~ ~~ c DISTRIBUTION SYSTEM M'~ - ~,~ Header/Manifolcy/ ~~ Distribution /~~/~2 ! i ! I Pipe(s) $ 3 -l3 ~ ZS ~ x Hole Size ~ ~ , x Hole Spacing // 37 VentTto Air Intake ri-n. ~`~ Length Dia_ . ` Length Dia ' Spacing o -~~ Sall COVER v Drncourn Qvc4nmc rlnly vv Mnnnrl !lr A4-C,rarle SvS}P_MA Only G i r. ~~1 Depth Over Bed/Trench Center I / 2 I (Q Depth Over Bed/Trench Edges \ xx Depth of Topsoil ( ~--~ xx Seeded/Sodded ~ Yes ~ No xx Mulched Yes 0 No /, L] 4~ COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~/ ~~L~~//~77/ ~~ Inspection #2: / / Location: 629 Cty Rd BB Woodvil e, WI 54028 (NW 1/4 SW 1/4 34 T29N R16W) NA Lot 1 C ~~•'yCJICi T Parcel No: .29.16.505025 1.) Alt BM Description = ~`e'~ ~~~~~ ~~~~ ! ` ~c`'~ i 2.) Bldg sewer length = 5a ~ 1'.~ P'OL..~ ~~ - amount of cover = ~ / /~ /I Co J -~... o ~ o~JLx~ ~ 4.l w'S 1- t_~ ~~ O v~_ _ Use otherls de for additional infarmation. No ~ ~~ Z' i_~~ I ~ I ~ ~ ~ -~~ L- ~ ~ . --- Date Insepctor' ignature Cert. No. SBD-6710 (R.3/97) ~t)8!2't/07 I[~N 15:28 FAI 715 38ti 48$8 ~D01 ~iNig~tr Sa6sgr atd Division ~l W W w A PA B 716Z ~r ~t f/~Q c ~ / a . a ve, m[ S ~n vvt sir n~ s~,> ;~o ~ ~a m e~ao.) ~ Sanit$rg Per~# App~tion ~''`~' ' ~ m aa~ordar~ wid, x csaaa; ~~ Wa: Aam. rad~ . orsa~ tbrm to the.pprapri.re sova.,eral 5 Y2 S-~ 7 .T ~ 73 ~2 / 5 +aat ~ n~ prior <b a ~itUp ppndt. Nole: Appl"iatFos'furms ror d ID ehe bepoAaoent of Csa~ace l~ ia~arareiew ysr paovide a~ Add,na{ifdiftetenttlienma~iegaddrear) ..-rit~erN.iAetsa.>. f s~ o~..ers Aaa,~ JUN ~r ~~s--~ ~ t~ /~~~ `, 5~ 5 ~.. - 2 . any s~ ~~ of - I E 4/ Y4~1/ 5r~ sedioo ~ ~ F C ~ , ~ e„ ~~ ~lS ~, ` ti ~~2 - ~ ~ ~oMl ctnde ire, W T~~ R A T~ sFiiA (dKdt ar, Nrat applldr) 6 q, ar ~iorZtvau7YDwr-N~vaFBedroaes / Sa>l~risionT~x ii SJ~`'k • ~ Nd,~ Block $ ,_ PatdiCl~WPdlOtgd-Dasa~ei~se_ fl cay~ - [ CS7H Fh.ber ^scree owned-DescnbrUx ^ v~eor _,r 5 3~, ar SS ~ 53zo ~ ~~ o l z Z 6/[Towrrd_ ~ ~ ~' ~ . . , o~ ui. r,~.r ~ (c'6cdt oaaj ore tic ara tse A. ~ e:~ie> ~ EZNe~rs~rn 0~~ OIaii~TaakRepMasaer~lOay ~OUv1~AieationtofixiaaiasSY~te~} B- - ^ Perini[ &ee+wl BeCars 0 t?errait Revisierr ^ L'Gea~of`Elera6Q ^ t~etraU Tests l~ew Over I.iit PreviiOUS Famit I~w6s<and Dots iaetred 11Y.T d~15 n/tist D..r ~ 0 Tba~uixeiln-ClroaM 0 Pry M~(xoa,d ^ At-Grade ~ l-~d>~elia. afsu~blesea ^ Afaad<~tia. ofsedY~ble~ ~ ciadsgT«t DOdierDnpaadCanponesttssp6~in) Prapadae.t (aq#aro V. neale.est Me. [arfsrssiiaa: ,,, ~tt~ ~ ~ Dispersal Area (sfl D;epasd Ata Sys1~ Blnvation ~! v o.~a ra v ill ~ 5 (/ 57 ~Z, yz, .% Vi. Tawnk Lto in C~sAa,s Tad CdPota S or (kris ~ ~ 3 rr~.T~ 13mf~rr.la !~ f~~ /' ^ ~ ~ ~ ~ ~ ~ I I ~a-t~*6T~k J G G o (vUV ( l/ ~` L SL~ t~ 4 ~ v Oc, ~ , Vii. I.a1e ottkel~OVlr173 aodrearNadrei Pk,mber's 1Varoe ( ~'~ e z ~~. Si&ee~e ~-~' Nuoeher ~2 3y~ > Phone tvaa6er 715 = ~~~/S' (~~ PMaaeers AddresslStraet: f.:ey, case;; viiti. ibe ~~ ~ P4wit Fee Dace ~~ ~ Q - > ~>~ Gt.u • / ~ ~ $ ~ 1 1. Septic tank, eff)ulnt filter and rryye~ ~~ ~ o ~~ "' ' "' " dispersal cell must all be services'/ maintainRrt p..l~ ~ ~. e~~-e ~., / " `""' . / t ~" cA as per management plan provided by plumber. 2. A~` setback eagl~egients must be maintained aid !~ lie C~yady M pYer rNes rbtr 61R s 1 e sales i~sae ..u.+ w~.1li~. tl IMl)71 Y~ tiiait Oi/t19 3 ;~ 88-27-67 17 ? 35 TO: FRDht: 71:5 -3~1r .~~ M.z" N "f `l y~ ~ +~ '1 ~ , .S3 fit} 7° 2. g Nl ~2 t ~fo ~p ota~.r ioa7p~a-a. a. s° Ldt 1•`aG ~- ~. ~~ ~~ ~ ~ 1 ~~,2~ ~ ~ y.~ s N~~ ~ `~ ~n ~~~ ~~ . 1 a ~ ~E ~~~ ~ ~J :-~ f b g w ~ R~S~pNO~N~'~ S~EC~R ~ ~ ~6 s l~a~ i r~',oo ~3s~~,~. ~~. _y ~,~ Q~y'4 ~ l}c - Tv 1 ..~,-~-~ - Pica ~---~~ • ~~~~ ~ ~j. j 4~~ r ~ ~~ ~ s ~` r ~ ~ ~ ~3~. ~ t t o~ ~~ Skn~~~ v~; ~~ ~ ~ ~ ~ e s- ~ +3 - ~. ~-t ~-~ ` X3.7 `____- q ~ • '`~ s~ Ma~~nd- lo~tx2: ~ ~ 8 S x s': 3 ~._ Bm R- Z ~* n ~. ~4 ~ G $ a 't ~ ~=~ ~ E~ ~~ ~:~ ~~ . t ~,~-a~ ~ ~~ t-w /F-~ ~, N w ~~ +~~ +~ to ~ y , S3 !-~ T 1' N1 ~ t 6+ti/ °'$p 002- to8~-$D-22 s~ ~~. o~P s-t. Cra:,~c t v 4,~ a .~ .. ~~._ A4..TM.~:~RC~-L,~c_~ .. sty. _.. _. ._ _...___ k_ ~_ _ ~' lef 1~`~~ ~~ ~ys2~ '~~` ~ t ~ ~ ~~ ~~~ ~~ ~~ ~ ~ ~-~ ~ '3.3 ~ ~ °?6 S t~~i~ s-~ ~` ~~ ~. ~3 - ~ t ~,~ ~ ~` 1 ~ h X3.7 ~ ~-1- 92~,-~~... ~~;,~ Mv~nd- ~o4xzs. E s. ~~. 8 S x 3 ~, ,_ - - r ~ ~~= <<b' ~ B+rt R- i ~. ~ ;~~ ~4g ~ s ~ ~ 1~ ,oo q3.3 5 G~rc#, fit.., ~~,~ f~6,pp w: ~It e r B ~ y* ~ 1}erg='-- "_"' '_~., _ Rat t~_. ~v~..~,c,. ~ a t,~ y~~ ~ b r i rg 13.x'1 ~ ~!?~ ~+~<.SkRNd~'~* ~~'1~~ ~~ ~. .. ' commerce.wi.gov isconsin Department of Commerce Safety and Buildings 3824 N CREEKSIDE LA HOLMEN WI 54636 TDD #: (608) 264-8777 www. commerce.wi.gov/sb/ www.wisconsin.gov Jim Doyle, Governor Jack L. Fischer, A.I.A., Secretary June 10, 2008 CUST ID No. 223475 JOE STANG STANG PLUMBING & ELECTRIC PO BOX 263 WOODVILLE WI 54028 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 06/10/2010 SITE: Timothy & Sylvia Sandvig Cty Rd BB Town of Baldwin St Croix County NW1/4, SW1/4, 534, T29N, R16W Identification Numbers Transaction ID No. 1542587 Site ID No. 738215 Please refer to both identification numbers, above, in all cones ondence with the a enc . FOR; Description: Three Bedroom Mound System /New construction / 7% slope Object Type: POWTS Component Manual Regulated Object ID No.: 1184956 Maintenance required; 450 GPD Flow rate; 22 in Soil minimum depth to limiting factor from original grade; System(s): Mound Component Manual- Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual- Version 2.0, SBD-10706-P (N.01/O1) 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 @partment per s.145.06, stats. 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 component manual(s) referenced above. • The dispersal cell area shall deep chisel plowed prior to placement of the sand fill. This is necessary to help break up and re-orient the platy soil structure that exists in the area. • 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. • The area within 15 feet horizontally down slope of the dispersal cell shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the effluent filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. ~ ~•~.~„ ~. • A copy of the approved In anS, Specifications and this Leifer shall be on-site during construction a>~cfi ~ationC~~t~y inspection by authorized representatives of the Department, which may include local ins ep ctors. ,PPR01~~~ DEPARTMENT OF COMMERCE ,Q{VISIQN Of SAFETY AND 8k11LDINGS JOE STANG Owner Responsibilities: Page 2 6/10/2008 • The current owner, and each subsequent owner, shall receive a copy of this letterincluding instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • 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). • In the event this soil absorption system or any of its component parts malfunctions so asto create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • 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. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for cods 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 lsted 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,,~ /fi ~'~2~i~Y~'(// ~L Gerard M Swim POWTS Plan Reviewer, Integrated Services (608)789-7892, Mon -Fri, 7:15 am - 4:00 pm j erry. swim@wisconsin. gov Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544 ,Friday, 7:00 A.M. To 3:30 P.M. RECEI4~El~ MAY 2 ~ 2008 SAFETY ~ ~UlL~INGS MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: Sandvig Mound Owners Name: Timothy ~ SyMa Sandvig Owners Address: 18500 79th Ave. Chippewa Falls, Wisc. 54729 Legal Description: NW1f4, SW1f4, S34, T29N, R16W Township: Baldwin County: St Croix Subdivision Name: Lot Number: Bbc:k Number. Parcel I.D. Number. 002-1087-80-225 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curare ark speafieations Page 8 Pbt Pin Page 9 Soil Evaluation Report O~~S oNpENGE SEE G Designer. Joe n License Number. 223475 Date: 8 Phone Number. (715) 684-5166 Signature: Designed Punwant bo the Mound Cc~rrlpone~n Manuad for POWTS Version 2.0 SDB-10691-P (N. 01101), and SSWMP Pion 9.6 Design of Pnas~ree Damon Neiwaks fior ST-SAS (Qi16i} Version 4.01 (R. 09/04) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Inform ation (r or c) R Residential or Commercial Design 300.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 450.00 Design Flow (gpd) 7.00 Site Slope (%) 91.25 Contour Line Elevation (ft) 22.00 Depth to Limiting Factor (in) 0.40 In-situ Soil Application Rate (gpd/frz) Distribution Cell Information 85.00 Dispersal Cell Length Along Contour (ft) _ 1.00 Dispersal Cell Design Loading Rate (gpd/ftz) 1 tnfluent Wastewater Quality (1 or 2) Pressure Disribution Information (c or e) a Center or End Manifold 1.77 Lateral Spacing (ft) 3 Number of Laterals 0.125 Orifice Diameter (in) (e.g. 0.25) 3.00 Estimated Orifice Spacing (ft) _ 2.00 Forcemain Diameter (in) 20.00 Forcemain Length (ft) 82.35 Pump Tank Elevation (ft) ~~ ~ ~~ 6.50 System Head (ft) x 1.3 9.82 Vertical Lift (ft) 0.50 Friction Loss (ft) 16.82 Total Dynamic Head (ft) Lateral Diameter Selection in. dia. o tions choice 0.75 1.00 1.25 x x 1.50 x 2.00 x 3.00 x Treatment Tank Information 1000.00 Se tic Tank Capacity (gal) Wieser Manufacturer Note: Sand fill (D) calculations assume a Table 83-44-3 in-situ soil treatment for fecal coliform of <= 36 inches. 5.30 Cell Width (ft) Are the laterals the highest point in the distribution Y network? Enter Y or N if N above, enter the elevation ft) of the highest point. 5.36 ft~/orifice Does the forcemain drain back? Y Enter Y or N 3.26 Forcemain Drainback (gal) 79.74 5x Void Volume (gal) 83.00 Minimum Dose Volume (gal) 34.60 System Demand (gpm) Manifold Diameter Selection in. dia. o tions choice 1.25 x 1.50 x 2.00 x x 3.00 Gallons/Inch Calculator (optional) 600.00 Total Tank Capacity (gal) 36.00 Total Working Liquid Depth (in) 16.67 gaUin (enter result in cell B49) Dose Tank Information Effluent Filter Information 600.00 Dose Tank Capacity (gal) Best Filter Manufacturer 16.76 Dose Tank Volume (gal/in) GF10-8 10x18 Filter Model Number Wieser Manufacturer Project: Sandvig Mound Page 2 of 9 Mound Plan View i- 1_ yy~~ 1/~1 ~~0 ~~B~~ • ' 'Observation Pipe '~ ' . T^~T' K ,5. r°-~s . L'_F . - . I L Mound Component Dimensions A 5.30 ft E 18.45 in B 85.00 ft F 9.25 in D 14.00 in G 0.50 ft 450.50 (ft2) Dispersal Cell Area 5.29 (gpd/ft) Linear Loading Rate H 1.00 ft I 10.67 ft J 6.04 ft K 9.37 ft L 103.74 ft W 22.01 ft 1357.04 (ft2) Basal Area Available 8.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 94.19 (ft) --- .E~~~ srrf,. G ~ H I F . ~ : ~ : ' .......... 92.92 (ft) I nvert I Dispersal Cell 92.42 (ft) -- - Dispersal Cell ~ ~ ~ ~ ~ : t Elevation E ~ D ~ ~; • ~~ ` ` ~ ~ ` ~ - ` - - - 91.25 (ft) Contour Elevation 7.0 % Site Slope Geotextile Fabric Cover Shading Key ~ ~'i ~- Dispersal Cell See lateral details on Q _ Topsoil Cap Q ''"''{ Subsoil Cap ~ a ~ ~ ~ 1.5 ft ~ .~ . ;"~';•~°''':, °`""~,'~~''"~"~'" "~~' ~' `~ "~ '• ~ Page 4 for number, size, and spacing of laterals. ©0 ASTM C33 Sand a :~ Z ,. :; ,: • °_ ~~ :•:.:_ .~~:~~:• F Laterals are a uall 4 Y ®0 Tilled Layer re ate Q ~ A = m a c 0.5 ft ~ ~.` Typical Lateral ;~5 I spaced from the distribution cell's gg g _` A' ~'~~*-{- centerline in the distribution cell (Ax6). -T -~ _I -1 Project: Sandvig Mound Page 3 of 9 End Connection Lateral Layout Diagram Center the laterals over the A & B dimension •= Turn-u p m' be I I va Itre ~ o! aan out pt u p P AN laterals are identical IE X-~jl Holes drilled on the bottom of the lateral 3 equally spaced ~ r Laterals tk force main of PVC Sah 40 S [per C(7MM Table 64.30-5J .~. Force main connection via tee or cross to manifold at any point. Number of Laterals 3 Orifice Diameter Lateral Diameter 1.25 in Orifice Spacing (X) Lateral Length (P) 83.43 ft Orifices per Lateral Lateral Spacing (S) 1.77 ft Orifice Density Lateral Flow Rate 11.53 gpm Manifold Length System Flow Rate 34.60 gpm Manifold Diameter Total Dynamic Head 16.82 ft Forcemain Velocity Dose Tank Information Electrical as per NEC 300 and -~ Comm 16.28 WAC Disconnect ~- Tank component is properly vented Wieser Ca aci 600.00 Volume 16.76 Manufacturer Gallons gal/inch ,r A B C D Dimension Inches Gallons A 19.85 332.64 B 2.00 33.52 C 4.95 83.00 D 9.00 150.84 Total 35.80 600.00 3" Alarm Manuafacturer SJE-Rhombus Controls Alarm Model Number Tank Alert 1 Pump Manufacturer Goulds ~ Pump Modet Number 3871 EPOS Pump Must Deliver 34.60 gpm at 16.82 ft TDH 0.125 in 3.09 ft 2. 3. Locking cover with warning label and locking device and sealed watertight i 4 in. min. E-- Aitemate outlet bcation Forcemain diameter ~ 2 in. Weep hole or anti- siphon device P~p off elevation (ft) 83.10 Dose tank elevation (ft) 82.35 Project: Sandvig Mound Page 4 of 9 Mound Svs~em Main>benance and Operation Suecifications Service Provider's Name Joe Stan Phone 1-715-684-5166 POWTS Regulator's Name St. Croix Coun Zonin Phone 1-715-386-4680 System Flow and Load Parameters Design Flow -Peak 450 gpd Maximum Influent Panicle Size 1/8 in Estimated Flow -Average 300 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 450.5 ftz Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound Other Ins t and/or service once eve 3 ears Should ins ct and clean at least once eve 3 ears Test once eve 3 ears Should test month) Laterals should be flushed and ressure tested eve 1.5 ears Ins ct for ndin and see a e once eve 3 ears Miscellaneous Construction and Materials Standards 1. Observation pipes are sbtted and materials conform to Tat~le Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms m Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity arrcl pn~sure piping materials conform to the requirerrrents in Comm 84, Wis. Adm. Gode. 4. Tillage of tl~e basal area is aooomplished with a mold board or chisel plow. 5. The mound strucxure and other disturbed ar+~s will be seeded and muk~ed to prevent soil erosion and help reduce frost pen ration. Lateral Tum~p Detail Finished .~~~~~........ ............... Grade ~~ 6-8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Sandvig Mound Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code F'roJect Sandvig Mound Page 6 of 9 ITT 5 53 10 46 62 15 3fi 55 20 If 46 25 0 33 30 - it PERFORIiMANCE RATbI1G5 Ted head (ft of water EPO EPOS T ~, I-~1- /b • '~ Z No. !~ Base 4 Mrxhardcal5e~ 5 Ba0 Bearirw,~s 5 0-1~ 7 Power Cord 8 OB F8>ed Motor ` 9 5tatorAssetnbt~r 10 Motor Cmrer to s 6 9 5 4 3 t 2 cAP,~-cm- ~ ~' M 3~-^bo 3 GOULDS PUMPS Wastewater ~~-g ~- "7 0 -~ ~ t~scorrsin Departrrrerrt 0f Corrrrrerce SOlL EVALUATION REPORT paps 1 of 4 Division of safely and n aooadance w~lr Comm 85, Vlais. Adm. code ~ st. Cr+~ix t Pl an rrpis Attach oompletle sus plwr on paper not less than 812 x 11 incdres in sme. include, t~id not irrdted to: vrirtir~al and horaonfal refererroe pond (BNn, diraclion and Paroel I.D. 002-1087-80-225 pera3nt slope. sole ~ dimensions. north arrow, and location and distance iro nearest road. Pi?e~s@ pililf 811 IINOIIIttl1~WL Reviewed by Dele Parsarsl informedan You PmvWe maY be used for secondary PwP~ tPdveq L.SYr, s. 15.04 (1) (m)). Property Owrrer Y L.OCet10n ^ Timothy & Sylvia Sandvig Govt Lot NVV 1/4 SW 1/4 S ~ T 29 N R 16 E (a) W properly Owner's totaling Address Lot # Bbdc ~ Subd. Name or CSINMt 18500 79th Ave. City State Zp Number by Yiage own Nearest Road Chippewa Fells Wisc. 64729 ( 1-~1s-'72ti-9668 cxy Ra. sB Q New Construction Use Residerrbal / Number of bedrooms 3 Code derived design flow rate Replacerrrerrt ~ Pubic a• oommerc~l - Descnbe: parent material Loess over Glaicial Till Food Plain elevation if appicable ~n~ 0D Mound System Contour Elevation of 91.25 and Soil Application Rate of 0.4c 450 ~~, GPD 1t. ~9 # ~ ~~ pi{ Ground srafaoe elev. 92.36 R Deptit io irrritig factor 30 in. Sal i cation Rate Horizon Depth Dominant Redox E>esaiption Texiwe Strtrcitrre Corrsvitence Boundary Roots GP D/1~ 'rr. Qu. Sz. Corrt. Color Gr. Sz Sh. 'EtTaY`1 'E1iN2 1 0-9 10YR4/2 - sit ltbk ifsbk as 3m 0.4c 0.6 2 9-21 10YR4/4 - ~ lfpl lfpl ~, 2f 0.4c 0.6 3 21-30 7.sYRS/6 - sit 2msbk mv& cvv lvf 0.6 0.8 4 30_gQ 7.SYR6/6 `~•~'~ sicl 2msbk mfr cvv - 0.4 0.6 ^ Bortirg ~ Q p Ground surface elev. 91.26 ~ ~ ~ ~g factor 34 ~ - Sol Rate Hor¢on Depth Dormant Redox Description Texture Structure Consistence Boundary Roots GP DAF hr. MurrseN Qu. Sz. CoM. Cobr Gr. Sz Sh. 'Etf81 'EtirYR2 I 0-IO IOYR4/2 - sit Itbk Ifsbk as 3m 0.4c 0.6 2 10-22 10YR4/4 - sit lfpl lfpl ~+ 2f 0.4c 0.6 3 ~-~ 7.SYR5/6 - sit 2msbk mv& cw lvf 0.6 0.8 4 3`~ 7.SYR6/6 c2d7.srtta/6 sicl 2msbk mfr cw - 0.4 0.6 ~ dent1111 = BOD_ > 30 <'~ molt_ arrd TSS >3A < 15 n mnA * FArwM $7 . itPY1 c 9(1 ...nA s..er TCC c on mnA CST Name (Please Prig - Sarre `` ' - CST Nrrrtber Thomas W. Gedatus etQ liffi ~ 962178 Address Dale Corte Telephone Nurrlber ', Stang Plumbing ~t Electric P.O. Box 263 Woodville, Wisc. 54028 S/15/2008 1-716-684-6166 '`, Osmer Timothy Bt Sylvia Sandvig Paroel ID # 002-1087-80-225 ~ 2 ~_4 3 ~ ~ p~ Ground suriaoe elev. 88.35 ft D~ ~ ~9 factor ~ ~ Soi t2a>le i minant Color D t2edox Description Texture Structure Cor~stenoe Boundary Roots GP Q11P zon Hor ~ in. o ~AurrseY Qu. Sz. Cont. Cobr Gr. Sz. Sh. 'Eti~'1 'EtfA2 1 0-7 10YR4/2 - sil lfsbk mv& as 3m 0.4c 0.6 2 7-17 10YR4/4 - sil 1 1 mvfr ~' ~ O.9c 0.6 3 17-22 ?.SYRS/6 - sil Zmsbk mv& ~' lvf 0.6 0.8 4 22-30 7.SYR6/6 c2d7.5YR4/6 sicl 2msbk mfr cw - 0.4 0.6 a ~ ~ Pit Ground surface elev. ft. Depth tD factor in. Soi tiaEe Horizo n Depth D ominant Rector Desaiption Texhue Stnrdure Cot~berxe Bohr Rods GP DffF ~. AAunseN Qu. Sz. Cont. Color Gr. Sz. Sh. 'EtfC'1 ~ 'Efl~ of Pk Ground surtaoe el~r. ft Depth to facr3or n. e..a w....e.,..a.... n..as ' t~rrt~'1= BOD > 30 <220 rrgll and TSS >34 < 150 rrgll. • tBii~ 4R2 = 80D;< < 30 rr-OA_ end 7f>S < 3B aagtt The D o~Coma~nee is ao ecpwl oppotpmit)- service pm-ider and employes )fyaa need assistance m socess services or neod ~ ~ aiedt~Ae ~. t>'lase oontacx the depa~tmieat at 6~-Zb6-3151 or T1'Y 60t-264-8TTI. SBD-msrr~rAi0tl1 r ~~~b ~qS lJLJ. ~Cd~.~~~ e..s ~ ~ 9b~I 7~ tjs ~ ~ ~ ~ . "~~ w N o ~'r (~g1c~w:^ Coin}y o~ S~_Cro -X ~ ~~ Y~> ,,; - _.. • ' r i Sq_as ~ ~ ~ .~?~~s ~ ~ a ~ v ~ ~ ~6 _~ 3~ ~~~ t- 4 ~~ ~"~ F` 1 s C~ ~~' . ~~'~ ,~_ _ -~ t L, ~ ~. _., ~R°~ t .~ - ~ ~_ ~ ' ~~~ ~t ~ ~ ~'I~b X3.7 ~ ~ r t~ ~ ~ ~b ~ `tea . ~ ~~ ;: ~ o.oor+ ~~ao®vi" s t __ £ ` ~~1 F ~Pri Qty . ~....,.,------~ pc y ~- 3 Wisconsin oepartrrrent of Commerce SOIL EVALUATION REPORT Page 1 ~ 4 Division of Safeiyand Buiaings rn acxoraance wRn t,omm ao, vv~s. rwm. ~,wrs ~ucty St. Croix lete site plan on er not less than 81/2 x 11 inches in size Plan must Attach com a p p p . include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. 002-1087-80-225 percent slope, scale or dimensions, north arrow, and location and dist ce t ea roa Please print all inforimation, evie Da te Personal ir>fonnation you provide may be used for secondary purposes (P ' l~(/Yl/ ' ' 1~, C!~ ~ /~ y`~ (/lJ Property Owner REC Pr rty Location ^ Timothy & Sylvia San vig Go .Lot 1~TW 1/4 SW 1/4 S 34 T 29 N R 16 E (or) W Property Owner's Mailing Address MAY 3 0 20 Lot Block # Sr~d.Z 7 2 N . 18500 79th Ave. S J ( , Cily State Zip Code one 61X COUGE ll Chi ~ ily Village own Near~e~t R~ - ~ E (~ ppewa Fa s Wisc. 54729 ( 1- l~~t~ 7 7 d. BB New Construction Use Resaendal / Number of bedrooms 3 Code derived design flow rate 450 GPD ~^ Replacement ~ Public or commercial -Describe: ', Parent material Loess over Glaicial Till Flood Plain elevation if applicable ~1/~ ft. ~~ ~ne"dl O0n'"1en~ Mound System Contour Elevation of 91.25 !I and recommendations: Soil Application Rate of 0.4c Boring # ~ Bonng Q Pit Ground surface elev. 92.35 ft. Depth to limiting factor 30 ~• Soil ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/If in. Munsell Qu. Sz. CoM. Color Gr. Sz. Sh. "'Eff#1 *Eff#2 1 0-9 10YR4/2 -- sil lfbk lfsbk as 3m O,qc 0.6 2 9-21 10YR4/4 -- sil lfpl lfpl cam, 2f 0.4c 0.6 3 21-30 7.SYR5/6 --- sil 2msbk mvfr cw lvf 0.6 0.8 4 30-40 7.SYR6/6 c2d7.5YR4/6 sic' 2msbk mfT cw -° 0.4 0.6 Boring # ~ Boring 91.25 34 Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *Eff#2 1 0-10 10YR4/2 -- sil lfbk lfsbk as 3m 0.4c 0.6 2 10-22 10YR4/4 -- sil 1 fpl 1 fpl cw 2 f 0.4c 0.6 3 22-34 7.SYR5/6 --- sil 2msbk mvfr cw lvf 0.6 0.8 4 34-40 7.SYR6/6 c2d7.5YR4/6 sic' 2msbk mfi cw --- 0.4 0.6 Etnuent yF1 = BOD > 30 < 220 mglL and TSS >30 < 150 mg/L * Effluen = BOD < 30 mg/1_ and TSS < 30 rrxyL CST Name (Please Print) Signature //~ ~~ CST Number Thomas W. Gedatus G?/~ 962178 Address Date Evaluatio Conducted Telephone Number Stang Plumbing & Electric P.O. Box 263 Woodville, Wisc. 54028 5/15/2008 1-715-684-5166 Property Owner Timothy & Sylvia Sandvig Parcel ID # 002-1087-80-225 2 4 Page of_ Borin # ~ Boring g ~ Pit Ground surface elev. 88.35 ft. Depth to limiting factor 22 in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/f~ in. Munsell Qu. Sz. Cont. Cobr Gr. Sz. Sh. *Eff#1 'Eif#2 1 0-7 10YR4/2 --- sil lfsbk mvfr as 3m 0.4c 0.6 2 7-17 10YR4/4 -- sil 1 1 mvfr cw 2f 0.4c 0.6 3 17-22 7.SYR5/6 -- sil 2msbk mvfr cw lvf 0.6 0.8 4 22-30 7.SYR6/6 c2d7.5YR4/6 sicl 2msbk mfr cw -- 0.4 0.6 ^ Boring # ~ Boring pit Ground surface elev. tt. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP D/f~ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Efi#2 ^ Boring # ~ Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Color Redox Descxx~tion Texture Structure Consistence Boundary Roots GP D/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#t 'Eff#2 ' Eil~ent #1 =GODS > 30 < 220 rrglL and TSS >30 < 150 mglL 'Effluent #2 = BODS < 30 mglL and TSS < 30 mglL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in ~ alternate format, please c;orrtaot the depa~nent at 608-266-3151 or TTY 608-264-8777. 3BD-8330Tevt (R.07Po01 r __ _._ _. _ _ - _- C_~S i' ~ `~bZ! 7 ~ ~,~: ~d~~'°"~ ~~ II ~ `vrsc. .5~v7a 9 r/w'/y~ ,w`lyJ S3y~ Ta~-N~ orb ~- ~c.rCe ~ ~..D.-I~ ObL-/l7 g7-$0-2ZS ~j i s'~z a b g c~ y- ~ ~4, ¢.~ Ra~J --- -_- ~ a a { ~~ ,fib r ~. ~ ~ ~ ~ }' .. ~ ~' ~'~ ~ tai' t ~~~ ~ ~~ .~ a_~ ~~f 3 t .. _.._~.._ ~ . r_ ~~ .7 ~ ! 1 ~= ~ 5 ,r-~7 .. ~ &~ E 3 ,~ ~ ~3 -~. ~ d~ ti~. ~ ~ ~- h ~' - t~ ' ,g- ~ - ~ ~ ~ `~~ ~~` `~ _ -~ i ~~~~ ~`~ '~ ~ ~ty~~ a ` ` th -.,. '~ r. ^~ ~+~' `~~~ ~ _ __~ =i .~ ,Yy 1~ Tr ~ ~ ~ ~ BP~'l- r ~(IS r ~~~ ~e A~ F _ !' 7 8 3 9 6 9 6 CERTIFIED SURVEY MAP VOLUME 22 PAGE s32o PART OF THE NW 1/4 OF THE SW 1/4, AND PART OF THE. SW t/4 OF THE SW 1/4, BEING LO7 2 OF CSM VOL.I4,PG. 3966, SECTION 34, TOWN5HIP 29 NORTH, RANGE 16 WEST, TOWN OF BALDWIN, ST. CROIX COUNTY,WISCONSIN West 1\4 Section 34 -29-16 ~. Fd Alum. Monument z o, N~~ O~ i t V wo U i ~ ~ U ~ i (N86'S0'36"W) (653.89') I ~ ~ S87'49'S7"E 653.85' \C-1 I I SO{35' 1 603.50' I I I 1 so' I so' I I I UNPLATTED Iz I I 1 ~ LOT LANDS I~ 'ProP ~ I ~ _.." T~--~ l1~ 1 i i 721,073 s.f. I i?I i 16.55 acres ~, 0 1 ~I 1 incl. r-o-w d t~ii 1 -' I o `° 1 ~1 ~ . rn °° = IA I i 665,969 s.f. '~ lw I 1 I o I 15.29 acres ~ excl. r-o-w i ~ ~ o N I Il~ I I I~ ~ ~ jA ~ I x w C.,W I~ I°a I I ~_ 1 ~ I I ~''~ ~ ~ I I N87'49'S3'W 686.23' I 50.1 2' .. ~ 606.21' ~ ; w JS ;LOT 2 _ in ~ 1 u .I • $t { X2$2,873 s. f. •• ash ' •w~ ~ I it ~ ro ~I ~nl 16.49 acres . Lv {incl. r-o-w,.•' " 1 ._. _ 261, 323 s. f, ~ ~ 1 lP~opos~d dw~ .' '~ 6.00 acres 1 I 1 excl. r-o-w 1 1 ~o. i I 1 I ,~"n m j I ~ ~I I UNPLATTED LANDS vo, d N m ~~ d U ~ o ~ N o Ne7's1'is~w fis7,1s •' I 607.15' LOT 3 ~1• j 236.193 s. f. 198,234 .f. w ~, 15.42 acres 4.55 ocr s ~ o Lncl. r_o_w excl. r- -w t°,," ,~, PREPARED FOR: Pat Brenne 622 250th St Woodville, WI 54028 I I P~oO ed I 1 - N67'48'SO"W 807.89' i IdWY PO$ l cenler,Tne -. - "` '~",,'- '- - -' ' 72-9, 1970.25' Southwest corner I-- 4. _ _ ~a.ao '--- -- -- - ;i-0 Section 34-29-]6 ~ (s86'SO'oa"E) ^(6ss.oo') N87'48'44"W Fd Atum. Monument 60th Ave 2628.20' South 1/4 Section 34-29-16 LEGEND UNPLATTED LANDS Found 2' Iron Pipe 0.........Government Corner (as noted) o.. Set 1" x 18" Iron Pipe weighing SCALE: 1" .300' 1.13 lbs./lineal ft. ...........Found 3/4" Iron Rebar ).........Recorded data 0' 300' 600' DRAFTED BY: Joel A. Brandt JB SURVEYING LLC ~SCON~~ °; dry, '° ~~ Note: Each parcel on this map is subJect to State and County laws, rules and regulations (i.e. wetlands, rn,nimum lot size, access to parcel, etc.1. Before purchasing or developing any parcel, contact the ST. Croix County Zoning Office for advice. 1 of 2 Vol 22 Page 5320 LOT 1 CSM_14-3988 VOL 22 PAGE 5320 KATAL~EfIr H. REGISTER OF DEEDS ST. CROIX CO. MI RECEIVED FOR RECORD 11129/20Q16 02:35PM CfiRTIFIED SURVEY MAP REC FEE : 13. N COPY FEE: 3.00 PAGES: 2 RECEIVED JAH - 8 ~ ~. CROIX COUNTY 8URVEYpR'S B CORD tURVE #1 DATFA RADIUS = 522.96' ARC 16.62' CHORD = 16.62' CH. BEARING = N00°02'02.5"W CENT. ANGLE = 1°49'15" BEARING IN . N00°56'40"W BEARING OUT . N00°52'35"E tODU ~ North is referenced to the o west tine of the Southwest 4 -~ 1/4 of Section 34-29-16, which bears N00°56'S1"W (St. Croix County Grid System) Z~ `pb ~`' I ` Page 1 of 2 "~ i ~r ~, ,~ 1 ~ _~~ NOV ! 52000 ' `r ' ` ,~,~ mJW~ a o ,.-:~ ~ ~ ~ ti ®~~ Q W °. ~ .r Cu ~~~ aI ~~~ ~ o; ~ W ST. CROIX COUNTY nr ~' ~"'`~, ~,) xo ~ ~ ~ W ~ SURVEYOR S RECORD ~ ~ O 2C~~ ~ ~ ~ H ~ °o p ~- .. ~." ~ L K~ITNLEG"J 11. bY,4tS l W aFSWdSZ R"~^~'' H ~w~°a ~ c ~a°u ~~~ wts~erefDe~ds 1Q St Cr01X CO., / mJIACJ W r rx--~- oW Z W~ ~ ~ o¢W ~ ~W~~~a CERTIFIED SURVEY MAP ~ ~ ~ ~ / ~"~ ~I/4 COR PART OF THE NWI/4 OF THE ~ SWI/4 AND THE SWI/4 OF THE SWI/4.~~_ r?-~~ SEC. 34 SECTION 34. T29N. R16W. TOWN OF BALDWIN ST. CROIX COUNTY 84' 739 WISCONSIN ' " M . N00°01' 48'E - 200 SCALE i UNPLATTED LANDS w N 86°50'36'W 653 89' 0 100 200 :N . LEGEND : • CI 603.56' ~ .\ °0 9 FOUND 3' ALUMINUM COUNTY MONUMENT SET 3/4' X 24' IRON PIN ° '"' ~"' ro CURVE DATA ~ ~ , ,~, WT. i .50 LBS/FT. ~Z ~~ I CI RADIUS 522.96' 3 o FOUND 2' IRON PIPE ~-' ARC 16.53' ro N CHORD 16.53' ° ' ' ~ BEARINGS REFERENCED TO THE 3 07.5 W CHORD BEARING S00 56 ' ' o WEST LINE OF THE SWI/4 OF SEC. 34 : I 39 DELTA OI°48 ' ' o (ASSUMED N00°01'48'E) W TANGENT IN SOI 50 27 o TANGENT OUT S00°01'48'W z UNPLATTED LANDS N 86°50 36'W 656.00' :zl .a c HI ~~,~e~rtu~~~~ I LOT 2 ~ ~ .~A,~~~scoNs~,,~~ ~~I '"'. 1.112.515 SF. ~';~O ~ 25.83 AC. EXC. R/W o / ~ %tytE t~`^''. i~ • o I I .240.255 SF . ~ 3 0~ ~ 'n - 28.47 AC . WITH R /W ~~ ~ 0 br~ WI /% ri l ,~ 1 a ~~ ao ~ o ~ ~^~~ ~d•`SI~^Ve 5'400 Z W ~, O 3 ~ -Z I o - r -- r~ GO I J J ~_._ ~ Q~ • ~ ~ ~Y ~ O m U • O n Q W / O ~ I OW ~NOj N ° ~' `~ o LOT 1 3 : e O. ml co j I o M~ 23.51 AC. .3 ~' • ~ i/~~ '~/ °~ I .024. 298 SF . WITH R /W ' (f O •= o ~ Win 23.02 AC. of o I ~ 1.002.650 SF. EXC. R/W :V ~ / M :J y ~ ~ `r I /9 ~ ST. CROIX COUNTY • ~ M Planning Zonino and Parks Committee 'S0' S0' • p~ /'~ `r I o• ~' nCT 1 0 2000 ~ ,P/~ ~~ ~ (~' If not recorded wicnin 30 days of \ ' V approval date approval shall to - y I nu11 and void V ~~ ~ ~~ ~ 100' BUILDING .~ N ,/SETBACK LINE . . N _~_ ~I 0 z J OI W F F C ....1 zl a O O V' ~O . ~' ~ 3 0 M ~ ~ M _ ~ O O O ~. Z 3 N w F- ° N 3 W z_ J f- '~' N M a W U w .: cn i ....................... 33' 33.05' . 6 0 7: 8 5 ....... .................. 6 5 6 0 ' 658 0 ' 33.05' • n 33 . 0 S86°50'04'E 1263 .85'•~~•~~~•"""""""' ' ; ~ ;,.,,,,,, : C/L . 60th AVE....... 1314.00' 656. 0 n ~ o~ UNPLATTED LANDS 'PAGE I OF 2 S 86° SO ' 04' E 2628 .00 ' ~ ~ ~ ~ ~ ~ " " " SOUTH LINE SWI/4 " " ~ 13 14.OO SEC. 34 Vo1.14 Page 3966 O U v N ~~ W s N .D r , n.,..,.ol ~• nn2-1087-80-225 06103120 FAGE.1 OF 9 .,,,~ Tn~NN nF BALDWIN Alt. Parcel #:' 34.29.16.5050-25 ST. CROIX COUNTY, WISCONSIN Current X Sales Area Application # Permit # Permit Type Creation Date Historical Date MaOp # 0 11129/2006 pwner(s): O =Current Owner, C =Current Co-Owner Tax Address: O -SANDVIG, TIMOTHY &SYLVIA J TIMOTHY & SYLVIA J SANDVIG 18500 79TH AVE CHIPPEWA FALLS WI 54729 - PrimAN SC =School SP =Special Districts: Type Dist # Description SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Property Address(esi: * 629 CTY RD BB Acres: 16.550 Plat: 5320-CSM 22 LOT 01002-06 Legal Description: BlocklCondo Bldg: SEC 34 T29N R16W PT NW SW & PT SW SW FKA Sec-Twn-Rng 40 1/4 160 1/4) CSM 14/3966 LOT 2 28.470AC BEING CSM Tract(s): ( 22-5320 LOT 1 (16.55 AC) 34-29N-16W SW SW Parcel History: Type Notes: Date Doc # VollPage WD 12/04/2006 839893 11/29/2006 839696 22/5320 CSM TI 10/30/2006 837611 09/17/2002 690626 1979/326 mo~'C' 2008 SUMMARY Bill #` Valuations: Description Class RESIDENTIAL G1 UNDEVELOPED G5 AGRICULTURAL FOREST G5M Totals for 2008: General Property Woodland Totals for 2007: General Property Woodland Fair Market Value: Assessed with: 0 Last Changed: 04/11/2008 Land Improve Total State Reason Acres 500 0 8,400 23,700 32,100 NO 500 NO 20 02 05 . 15.550 20,500 0 0 , 900 NO 0.500 900 16.550 29,800 23,700 53,500 0 0.000 0 16.550 4,100 0 4,100 0 0.000 0 Batch #: Lottery Credit: Claim Count: 0 Certification Date: SpeCIaIS: Category User Special Code Amount Special Charges Delinquent Charges Special Assessments 0.00 0.00 Total 0.00 U3/'27/08 TLIE 09:3? PAX 7tu 386 4688 f~joot WdL~~OI 'LZ'~pW awij paniaaa~ ST'. CItO1~C COUNTX SEPT'!C; TAL~iK. MAINTENANCE AGRFEMEN'I' AND OWNERSHIP CERTIFICATION ~~QRM ' _ _ ()wner/Suyer I ! H'1~- -~--__ .' ~ - ~, ~ Sr ~ ? -.L- Mailing Address --_ -- ~~ es5 ~ ~ ~ ~ `- •w construction.) Propcrt~ Addy •_,,,, nin D flrtme•nt for tic. (Verification required from Pla nrog £sc g CP U a ~ 5^, Parcel Identification Number ~ ~ 2 ~ ~ ~ ? ~ - CitylState -. - -- LEGAL UESCRTI'TYON Property Location N w '/o . s~t1 ~/, • Sec, _ ~ [l. Subdivision Plat: ,,..^ .-- - f, -, G ~,, Certifed Survey Map # ~ k` S ~ ~ ~ „^ -I- ..~N R ~ ~ W, Town of 2"2 ,Pagell ~~,~t:/ l~ A l G~ w •<< ~'l ,Lt~t~#~_ _j ~ ~ Cl 3 _ (before 2007)Volume __~. -, peke # _- Warranty Dced # ~ - •• - Spec itvuse ' ~. yes ~.' no l..ot lines identifiably ~~ yes ;:! no SYSTEM 1vl.a~iv'~'ENANCE AND OWNER C .RTl.FICATI(aN lnzpropcr use Bird maintenance of your se}~tic system could result. in its premature failure t0 handle wastes- Proper rnaitttenance consists of pumping nut the 3eptie tank every three years or sooner, if needed, by s licenseet pumper. What yoit put inlu the system can affect the function of tie $ p 5~ t, j ~' a I~ tC`, pterrl2~ St~ CYu County SanitprysOrdinat ce~r maintenance responsibilities are specified tp ~Com ~ Thz prohErty owner agrees to submit to St~er`vestnc edtyl~mber or8atl~ closed pttnaper~ver-fy g ti~att(l } thor on-siteed by the o.vner and by a master plumber. journeyman plumb P thy, septic: tank -s wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (lfneeess3ry)> ion than I!3 fi.til of slud~e- I/we, the undersigned have read nc~ above requirements and agree to maintain cbe private scwbec ~lisposat'systern with the standards set Corth, herein, as set by th StDem hbeeen n~~'mm ed oust beec;ompisroed and rettairned o thC~St C~osx (;ounty I?Itanr ln~ & Certification stating that your septic ay ;ration date, Toning Llcpartment within 3U days of the three yeFir exp L/we certify that ail statements on this fornt at'e true to the best of ruy/our knowledge. 1'/we atn/at-e the owner(s) of the property described above, by virtue of a warranty decd recorded in Rcgist~r of Deeds Office. Ntttnber o1• be orns ~,. DATE S1GNA.TU OF APP CANT( x**Any infm-n'-ation that is ntisre:presentcdm~y result in the sanitary permit being revoktd by the Planning & Toning Departinent. "*'" i~ Include with this application a recorded warranry deed from the Register of T~x:ds Office and a copy of the eettitied survey map reference is rnadc in nc~ wan-unty deed. rnn~~ - 7 ~ ~ !~RFr 4FiA6 PO t Tod =QI TS: TT 80-LZ-SO 03!03!08 1110N 12:56 FAY 715 386 4686 5T CR1 CO PLANNING f~]004 ` . . ~ ., f339C~96 CERTIFIED SURVEY MAP VOLUME 22 PAGE s32a . PAR7 OF THE NW 1/a. OF THE SW i/4. AND PART OF THE SW 1/4 OF THE 5W 1/4. $EING LOT 2 OF CSM VOL.I4,PG_ 3466. SECTION 34, TOWN5HIP 29 NORTH, RANGE 16 WE5T, TOWN OF BALDW{N, ST. CROIK COUNTY,WIStON51N Vest (\4 Section 34-29'tb Fd Alun. Monunent yo~' UNPLATTED ~; io LANDS ~,;~ ---- ~ ~ (N86'SD'36~W) (gg,7.gg~) I ~ ' S8T49'S7"E 653.85' ~~-tl etl3:5$1~ I I 1 { I ISO' 3D'1 ' UNPLATTED Iz 1 ~ I I LOT 1 I i LANDS I $ Ipropo~sd dwy r ^ ~~ - 1 r~.~~ E~ I ~I 727,073 s. f. I I 16.55 acres { of ~, o I ~t I incl. r-o-w a ° 1 ~ nl I ~. ~ 1 0 _I I `" I a 5 i 665.969 s. f. ~ ~ jw i o I 15.29 acres I Ia im eXCI- f--O-w I IN 1~ { n 5 yE I ~ I IS t I ~ 1 ~~ I ~_ i ~~ w I NaB'7•+t9'53"W ;856,33' I ' sa{ 2' I 605.21' '~ Ilcor ~ s a cu I ~ +t `'' j 262.873 s. f. o w ~ ~ ~I 16.49 ocres ~. ~ I of lincl. r--o-w.', I _, f 261,323 s. f. { lpropo,~d dw~{~ 6.00 ocres I I I excl. r-o-w 1 39- I $7~5T75"W 657.1$' 1 I "~ w a ___ N . m ~ o LOT 1 a ~ --- ta-arse cstYt _ m t+ !r ~o o~ i.u { 607.55 I , ' SOT 3 ~1~ I NI y 23fi,t93 s.t. 198,234 .f. N ~ I °fI {5.42 acres 4.55 ocr 5 ~ { ~ l lincl. r vo-w excl. r- -5Y u N I -- VOIL 22 PAGE 5320 xAT~r H. Rfit3IST61t QF DEf:DS ST. GROIX C:Q. , MI RfiC:fiIYfiD FtlR ItHCORD 11 J 295 2Y1~6 Q!2 : 31SP„ CERTIFIED SUIRV$Y MAP RfiG FER : ] 3.08 COPY FfiE s 3.00 PAGES: 2 RFCElVED JAN - 8 ~ sr, cROlx~+couNnr >$URVEYOR'V yECpgp CURVE #1 DATA 'W RADIUS = 522.96' ARC ~ 76.62' CHORD = 16.62' CH. BEARING = N00°02'02.5"W CENT. ANGLE ; 1°49'15" SEARING IN . N00.56'4~"~J BEARING OUT ~ NOO•SZ'3S"E ~' North is referenced fo the west line of the Southwest 1/4 of Secfion 34-29-16, which bears N00°56'51"W (5t. Croix County Grid Systemf PREPARED FOR: Pat Brenne 522 2SOth SI Woodville, WI 54028 I I prep ed 1 l - N87•a9'SO'w 507.46' I ldwy 1'OB1 cen~r7lne '-.'_ra_`-..J' j2.99' $O 1:h C ~ 4'g ' ' 19_70._2_5'_1 U wP5 CO/ nPr I-- ~ _ _. S .oo NS 7'48'44"W St coon 34-29-76 I (586-50'04"E) ~ (658.00') gOth Ave Fd Aiun. Monunent 2fi28.20' South !/4 Section 34-;?9-16 UNPLATTED LANDS Found 2' iron Pi(7e LEGEND -----_ __~_ ~..._.,_Government Corner !as noted? o .. Set 1" x 18" Iron Pipe weighing $[ALE: 1" = 300' 713 ibs !lineal ft_ ...........Found 3/4" Iron Rebar 600' DRAFTED BY: lael A. Brandt 1B SURVEYING LLC ~aJOCt A ~" I * ~ MAMDT : 7~r n. )_._... Recorded data 0 300 ~~ ~' ~~dSO Note Each panel on Phis map is sula~ect to State and County laws, rules and regulations ~ 1ti Z 4i a wetlands, minimum lot size, access to parcel, etc.!. Before purchasing or developing pa e 1 of 2 any parcel, contact the ST. Croix County Zoning Office for advise. 9 t cat Vol 22 Page 5320 i 03-03-08 15 04 TO: FROM~715 386 4686 P04 /~ State Bar of Wisconsin Form 2-2003 WARRANTY DEED Document Number ~ ~ Document Name THIS DEED, made between Charlotte A. Brenne, a single person ("Grantor," whether one or more), and Timothy Sandvig and Sylvia J. Sandvig, husband and wife ("Grantee," whether one or more). Grantor for a valuable consideration, conveys and warrants to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant interests, in St. Croix County, State of Wisconsin ("Property") (if more space is needed, please attach addendum): Part of the Northwest Quarter of the Southwest Quarter (NW 1!4 of SW I/4) of Section Thirty-[our (34), Township Twenty-nine (29) North, Range Sixteen (16) West, Town of Baldwin, St. Croix County, Wisconsin, more particularly described as follows: Lot One (I) of Certified Survey Map filed November 29, 2006, in Volume 2Z of Certified Survey Maps, at Page 5320, as Document No. 839696, office of the Register of Deeds for St. Croix County, Wisconsin. Exceptions to warranties: Easements and restrictions of record. 8398`3 KATHLEEN H. NALSH REGISTER OF DEEDS ST. CROIX CO. , IiI RECEIVED FOR RECORD 12/04/2086 08:80AK NARRANTY GEED EXERT it REC FEE: 11.00 TRAILS FEE: 348.00 GOPY FEE: CC FEE: PAGES: 1 Recording Area Title One Premier Group, Inc. 706 19th Street South Hudson, WI 54016 oo2-IOS7-sa2oo Parcel Identification Number (PIN} This is not homestead property. fib (is not) Dated ~~LOih,~~ "~y~~~-~ (SEAL) ~~r~1Q-~l_ ~ h' ~ c..l~/zIC~- (SEAL) * * Charlotte A. Brenne * * Signature(s) AUTHENTICATION authenticated on s TITLE: MEMBER STATE BAR OF WISCONSIN (lf not, authorized by Wis. Stet. § 706.06 } THIS INSTRUMENT DRAFTED BY: Thomas A. _McC_orm_ack _ - Baldwin WI 54002 ACKNOWLEDGMENT STATE OF WISCONSIN ) ---- ) ss. ST. CROIX COUNTY ) Personally came before me on _~~~ the above-named Charlotte A. Brenne to me known to be the instrument and acknowJ~ * / Jy~~u- Notary Public, Stag My commission (is ~~.y.. 'ONSI - ~~~ 1 ~0/ Q the foregoing . ,T, ••.. ,. ,. , _ (Signatures may be authenticated or acknowledged. Both are not oee~~eessss j,.. ~`>~" V NOTE: THiS IS A STANDARD FORM. ANY MODIFICATION TO THIS FORM SHOULh~CLEARLY IDENTIFIED. WARRANTY DEED STATE BAR OF WISCONSIN FORM N0.2-21103 •Type name below signatures. ®Stete Bar of vVfsconsin 2003 INFO-PRO"' Lapel Forms • (600)6552021 • irMoproforms.oom 1of1 Parcel #: 002-1087-80-225 03/27/2007 10:56 AM PAGE 1 OF 1 • Alt. Parcel #: 34.29.16.5050-25 002 -TOWN OF BALDWIN ' Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 11 /29/2006 00 0 Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner O -SANDVIG, TIMOTHY &SYLVIA J TIMOTHY & SYLVIA J SANDVIG 18500 79TH AVE CHIPPEWA FALLS WI 54729 Districts: SC =School SP =Special Property Address(es): ' =Primary Type Dist # Description * 629 CTY RD BB SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 16.550 Plat: 5320-CSM 22-5320 002-06 SEC 34 T29N R16W PT NW S T SW:S~IV FKA BlocklCondo Bldg: LOT 01 CSM 14/3966 LOT 2 28.470AC CSM `;Li<iT~'(16.5~'AC) Tract(s): (Sec-Twn-Rng 401/4 1601/4) 34-29N-16W SW SW Notes: Parcel History: Date Doc # Vol/Page Type 12/04/2006 839893 WD 11/29/2006 839696 22/5320 CSM 10/30/2006 837611 TI 09/17/2002 690626 1979/326 (~C mor .. ~nn~ ci innnneQV Bill #: Fair Market Value: Assessed with: Valuations: Description Class Acres 0 Totals for 2007: General Property Woodland 0.000 0.000 Land Improve Last Changed: 01/08/2007 Total State Reason 0 0 0 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 Labo~~idHum~ Relations~~' SOIL AND SITE EVALUATION REPORT - Page~of 3 Division of Safety 3 l3uildngs in accord with ILHR 83.05, Wis. Adm. Code ~ ' ' •w ~ .. .,; , , , Attach cGmpl®te site plan on paper not less t an x t 1 inches in ' I ust ~n S~'• C~ ~ not limited to vertical and horizontal reference point (BM), drection f slop~c or ~ PARCEL I.D.3 dmensioned; north arrow, and location and dstance to nearest ro _ p~C~`t~~ ~ ~~~. _ ~~Q~ ~ - OPPLICANT INFARMOTInN_PI FeSF DptNT ei i ~ucn tte, inu „ L Y" R DATE _ ,~~- 1• ~ PAOPEATYOWNER: ~~~ ~` ~ P TION ! crrs G L~ 1~1 ~ ~ 1`) ~ N{~ 1I4l,'~s 1/4,S 35~ T Z~ .N.R ] (, E ( w PROPERTY OWNER':S MAILI DRESS• 6ZZ Z-SO ~4- ST• LO ~ ~ K ~ - SU8 .NAME OR CSM $ - CSC It{ ~(~ CITY, STATE Z1P CODE PHONE NUMBER Wobov~~~E~wl 54~LF3 nfs)6R8- zsgz E Ol/ILLAGt:~ - ~1~J1Y`l NEAREST ROAD ' 313`` [~ New Construction Use [)C] Residential! Number of bedrooms ? ] Addition to existing bu7ding ~~. (]Replacement [ ]Public or commeraal desaibe Cade derived daily flow ? gpd Recommended design loading rate ~ • bed, gpolft2 ~ • 5 trer>clt, gpd/ft Absorption area required ~ bed, ft2 ~ trench, ft2 ~ Maximum design badingrate - ~ bed, gpdJft2 - S trench, gpdr'ft2 Recommended infiltration surface elevation(s) __ ~ q . y ft (as referred to site plan benchmark) Additional design /site considerations `~ ~Uly~ W f 1 ~j t lV . Z Z t l O ~ S A~.iD F 1 I_l_ ~ ~- Parentmaterial _ LD L'S3 CyJ~Z 6LPCC.It'~c.. `fl t_l, Flood plain elevation, 'rf appficable 1J A ft S = Suitable for SyStefi U= Unsuitable for stem CONVENTIONAL D S t~U MOUND ®S ^ U W-GROUND PRESSURE p S ~ U AT-GRADE ^ S ®U SYST641 W FlLL HOLDWG TANr( ^ S ®U I O S ® U SOIL DESCRIPTION REPORT Boring # I Ground elev. q.~•0 fL Depth to limiting ~ ~, Boring # Z Ground elev. ~? 3 R Depth to limiting factor U.a+ Horizon Depth Dominant Color I Mottles (Texture I Structure (Consistence ~~ I Roots GPD/ft in. Munsell Qu. Sz Cont Color Gr. Sz. Sh. g~ rerzh o_ 1 I l 0 2 3 L 3 -- ~ S i,1 Z'E' S1 k h1 `~~,~ C 2 •~ •S •~ 3 1~ - 1 p Y iz 5~~6 -Z.S `~tZ 5~8 s i c1 l`-.Sbh 1~,`~. - • Z ~3 Remarks: 1 '1- `! ~' o-lfl lp`1,~3L3 S ~ l~•5~12 h'-U~• ~ ~~ `~ ` •S Z 1 p 33 l b `2 2 ~ C ~ - S , l e.Sbk 1n V'f-~ ~S. 1'~' -.. , ~ ' • 5 3 33 4$ ~ •S~2 3~~ - s~ d~s 1.eSbk mv'~t. CS - ~~ _ ~5 ~ ~ SS ~~S `?231 ~ S~2S1~ sic.l 1,~--z mkt-. - - •Z` •3 Remarks; STName:--Please Prmt - Phone: • Arthur L. We~erer - 715-425-0165 ' ~eg rer Soil stin & Design Service-P.O. Box 74 River.Falls,WI 54022•' •~ gnahue: - ' - Date: CST Nuunber:. . . 00-~~ C ~- Z=Ud 220254 :~;~,; ' •- PROPERTY OWNER 732~~~ SOIL DESCRIPTION REPORT PARCEL I.D. ~ UF_~~ L;,) rJ 6 w• Page 3 of -3 Boring # ~.~t .hK :<: ? Horizon Depth in. Dominant Color Munselt .Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh Consls~noe Y Roots GPD/ft' ~ ~ ~~ "'° a - `~ ~ / - 0 `t li 3 1.3 . f s tied Tree y Z t s ~ rn~~ ~s ~ ~ • s ..6 eev nd 3 1~-~~ ~ ~`~R y~G ~•S~1.R 5~~, s 1C) \ CSb1- ` z 1r1 fI- - . Z. .3 ~-3 ft. Depth to limiting fat) ,, Remarks: Boring # ~~• Ground elev. Depth to limiting factor Boring # .fi ~,.,.~.>.>.,~ ~ .:i,~ ~. ~# f "~'"`" Ground elev. ft. Depth to limiting factor 3oring # :~•. •~., F}: >. around :lev. f t. )epth to imiting actor S `' -' •h na'~nq'• .~.r •. .. PROPERTY OWNER ~~<-~J1~1~ SOIL DESCRIPTION REPORT PAR~'EL I.D. #_ S-'~~.}~.~`ul 1'J ~~ Page 3 O( -3 Boring # ~s.~:.: ~:.:.,i{ _>$ ~ :;i Ground elev. ~-3 It. Depth to limiting fac1lQr1,, Boring # •..•• ~~ Ground elev. It. 4epth to limiting factor Boring # `~.; i '`~: Ground elev. It. Depth to smiting (actor 3oring # .~ ~c~: around rlev. It. ~pth to miting motor Remarks: __ v~~fi- S ~' Remarks: h ~h•~nif+.~.r •.... ~. .. ~ PLOT PLAN ' SCALE 1"= y0 ' ~1 .rv -, ,~ ~ c~ Page 3 of ~ G '~ ~_ _~~. ~fi~Z _~~ ~.3 S Ob CTL 9.13 ~ a~~t-1 ~ ~'~-`~ 3 ~'~ _~ ~~ _ ~ ~ . c v =81"'i!~-~ - ~., lOp.b~O'•7 ~"l~'rtGH,3Jc~°1~1~} PVC PIPS L.~/L~fi~l, ' ~10USE ~ ~~ _fPs-T 1.~=@T ZS.~__F'1?-«l~t---~UUh~ 1 __._-_ k S _ .__ ~ „ ~ ~. .. 5~ vb-3~ C. _- - --- ___ - _ - - zZOZSy ~.: ~'~~ ~ 71.5 ) 4 .5-nl h5 _ CST Signature Date Signed Telephone No. CST # - ~ _ . _ _ ,.,_.__ - - . ,...r.--- ~. .. ~ , 8 3 9 6 9 6 CERTIFIED SURVEY MAP VOLUME 22 PAGE s32o PART OF THE NW 1/4 OF THE SW 1/4, AND PART OF THE SW 1/4 OF THE SW 1/4, BEING LOT 2 OF CSM VOL_14,PG. 3966. SECTION 34, TOWNSHIP 29 NORTH, RANGE 16 WEST, TOWN OF BALDWIN, ST. CROIX COUNTY,WISCONSIN West I\4 Section 34-29-]6 Fd Alum. Monument z Oi V rni~ ~;~ { ~ (N86'S0'36"W) (653.89') 1 ~ ~ S8T49'S7"E 653.85' ~ ~-7 I so~,ss• 1 ~;«~~ ~ ~ , l I Iso' so'I ~ 1 1 ~ ~ t UNPLATTED ig 1 1 I LANDS I I proposed dwy ~r I ~ r----- r~ 1 -~~ I { I 721,073 s.f, 1 01 1 16.55 acres ;.~ o { ~I 1 incl. r-o//~~-w °• ° I s '~° I ~ ~SC~ ° ~ l o -1 6 °° `~ 1 N I i 665 69 s~ v I <'.+ 1 ~ I ~ I o 1 15.2 acres I ~ ~ I_ excl. r ~~~~ 1 p o ~, i~ 1 ., I ~ 1 w rn I { ~ 1 ~P ~~~~ W : I ~ 1 I x' w 100_ I 1 1 ~ cp 1 I I 1't87.49'S3'W 636.23' 1 ~~ Y 1 606.21' ~ ' m ;LOT 2 p o ~ ~ J +,1 `" 1282,873 s. f. . 'Dt~ ~.. w I is ul {6.49 acres '~~, v ~ I N of linct. r-o-w,:' I ___. I~ 261,323 s. f. { IPropos~d dw~" 6.00 acres 1 ~ I excl. r-o-w 1 50. 18757'15"W 657,k5' 1 UNPLATTED LANDS 0 a ----------- " ' , o S o LOT 1 ~ u°. ? ~ CSM_i4-3966 ~ m N v, { •' I 607,75' I =,. ~•~~ LOT 3 ~1 1 N I { 236,193 s, f- 198,234 . f. w ~w I°' I 15.42 acres 4.55 acr s ~ o ~.o vl Lncl. r=o_w excl_r_ -w °w, ~°,, I 1 Prop ed 1 1 - - N87'48'S0"W 607.89' i Idwy VOL 22 PAGE 5320 KATRLEEA H. REGISTER CIF DEEDS ST. CROIX GO., MI RECEIVED FCIR RECORD 11/29/2000 02:35PM CERTIFIED SURVEY MAP REC FEfi : 13.00 COPY FEE: 3.00 PAGES: 2 RECEIVED JAN - 82007 ST. CROIX COUNTY SURVEYOR'S COf~ LURVE #1 DA~FA RADIUS = 522.96' ARC = 16.62" CHORD = 16.62' CH. BEARING = N00°02'02.5"W CENT. ANGLE = 1°49'15" BEARING IN = N00°56'40"W BEARING OUT = N00.52'35"E GRAFTED BY: Joel A. Brandt !B SURVEYING LLC e ~z.9s' 1970_25' Southwest corner I-. L4, a4 ytr _ _ -- - -1~ Section 34-29-Ib ~ (see'so'oa•'E) ~ (ssa.oo' ~~ ~~ M87.48'44"W Fd Alum. Monument 2628 2O' ) 80th Ave $CON South !/4 ~~. •,,,...,• ~'I Section 34-29-16 •~I~~'•..?i L E G E N D UNPLATTED LANDS Found 2' Iron pipe >rk ------ ---- i1ANDT °: >4 ~ e.........Government Corner las noted) '»OIEIN~p~y ' ~f ~ •:. • .~ .,• o..... Set 1" x 18" Iron Pipe weighing SCALE= 1"' = 300' ''•-......••' 1.13 tbs./lineal ft. ~~ ...........Found 3/4" Iron Rebar ~ ~j C ).........Recorded data 0' 300' 600' ~ ~tpb ~ ~1 `I2 p Note Each parcel on this map is subject to State and County laws, rules and regulations ~ ` ~V (i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing I any parcel, contact the ST. Croix County Zoning Office for advice. Page 1 of 2 1 of 2 '~- Vol 22 Page 5320 (.7 ~ ~ North is referenced to the 0 o west line of the Southwest _ 1/4 of Section 34-29-16, which bears N00°56'S1"W (St. Croix County Grid System? PREPARED FOR: Pat Brenne 622 250th St Woodville, WI 54028