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HomeMy WebLinkAbout038-1147-40-000 o (D °o ~zo 0 ! 0. ° M !M O N M 00 N O -O O N O V ~ N M N -O 1 N U N C S - O Y w C O C E Nom" ~ ~ O y C N O N 3 N € N ~J 0 ID c0 O)y~00 0 T w U [ a J Z Y ti - c O- O S 3 O N m U c m 2 LL O U N O)'O g o v 6 oC) 4 m; w m° E Cl) a~ W O Z O _ d d m w n M '~1 ~ a .N Q C F oz :j ~ - U oz ~ V O N E J~ O cj~ C tJ N N 0 0 00 r os, C U _ O N'\ fl - w S 7 w.. O Z Z Z O 1. N m i E O ca co N d N G G 4. a c Vi1 V ~n cn to v> E H F-. 0 CL CL g E 0 co N 1 m (D i m fA J C.1 fa) 0) 0) 1 > cD }may \v\/J c~ a N N J C) E \ V a_ O m O O 71 r- -6 N N aw ~ '6 d Q <J? Q Q O 111 O 7 O d R O O 3 N N C i O "O w0 E rn r- O O o! 0 0 U 2 G ~ O N C N V O c` 'O ~ N ~ O O N N 00 00 • 7, co +r0 O cNo O N f0 co U Lw O (A j O N O Z- Cn M O CC . a • ~ 0 .V (D E w C o " O O•• A L) CL 2 o in c°~ O Parcel 038-1147-40-000 06/23/2008 01:30 PM PAGE 1 OF 1 Alt. Parcel 17.31.18.624 038 - TOWN OF STAR PRAIRIE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - CAMPEAU, DANIEL A DANIEL A CAMPEAU C - AILTS, DANIELLE C DANIELLE C AILTS 2160 SHORE DR SOMERSET WI 54025 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ` 2160 SHORE DR SC 5432 SOMERSET SP 8050 SQUAW LAKE RHAB & MANAGE SP 1700 WITC Legal Description: Acres: 0.000 Plat: 03-047-WIGWAM SHORES SEC 17 T31 N R1 8W LOT 1 BLK C PLAT OF Block/Condo Bldg: C LOT 01 WIGWAM SHORES Tract(s): (Sec-Twn-Rng 401/4 1601/4) 17-31 N-1 8W Notes: Parcel History: Date Doc # Vol/Page Type 06/13/2007 852722 WD 02/12/2007 844246 SD 05/18/2005 795296 2805/133 WD 12/10/2001 664729 1786/428 QC more... 2008 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/12/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 0.000 50,200 146,900 197,100 NO Totals for 2008: General Property 0.000 50,200 146,900 197,100 Woodland 0.000 0 0 Totals for 2007: General Property 0.000 50,200 146,900 197,100 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 SCaxCOUN 0 TY JA# "A P LANNI[NG & ZONING June 24, 2008 Mr. Dan Campeau 2160 Shore Drive Somerset, WI 54025 RE: Land Use Permit Review for Accessory Structure in Shoreland District Lot 1, Block C Wigwam Shores on Squaw Lake, Town of Star Prairie Code Administration 715-386-4680 Dear Mr. Campeau, Land Information & I have determined that your project to construct a new detached garage will not Planning 715-386-4674 require a land use permit. This decision was based on the site plan and building specifications that you submitted to the Planning & Zoning Department today. The Real Property garage will be constructed in the Shoreland District for Squaw Lake, but will require 715-386-4677 less than 1,000 sq. ft. of grading for the foundation, will be greater than 75 ft. from the OHWM for Squaw Lake, will be on slopes <25% and not likely to be inundated Recycling by high water. The St. Croix County Shoreland Zoning Ordinance prohibits filling 715-386 4675 and grading slopes of 25% or greater, other than for public improvements, in Section 17.29 (2)(e). This project meets filling and grading requirements allowed without a permit as per Section 17.29(2)(b) of the Shoreland Ordinance. After review of the project plans, it appears the proposed garage also meets accessory structure setbacks required in Sections 17.13(4) Side yard and 17.13(5)(a)&(b) Rear yard. The existing mound septic system is between the proposed garage and the house. The garage will be downhill from the mound and should be constructed to maintain at least 15 feet of undisturbed soil from the toe of the mound to the garage foundation. Please proceed to the Town of Star Prairie to obtain the required building permit. If you have any questions or concerns, please contact me. incere Pamela Qui n Zoning Specialist Cc: Town of Star Prairie Building Inspector - CAX" ST. CROIX COUNTY GOVERNMENT CENTER 1 10 1 CARM/CHAEL ROAD, HUDSON, Wi 54016 n ^ 715,386-4686 FAX „ten, RECEIVED ~(A Li LA- JUN 2 4 2008 ST. CROIX COUNTY ZONING OFFICE I 150 ` Se- lC Sysr~ HOV.SC s av,tT- - 2s~ w o v PGA Pm pcr~ %ore 17r,',;e Wt, Cq-WA-m STC - 104 AS BUILT SANITARY SYSTEM REPORT OWNER ~Tbnt~~jL~ ADDRESS Z(no lgAkAH LAOC-- m -e s GT ,--I~" ~"4r p2S SUBDIVISION / CSM W'i(.,wAm~Itokf- LOT SECTION i~ T. N_R~W, Town of ST. CROIX COUNTY, WISCONSIN PLAN VIEW SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM P r ~ OR►v~v+~~ Ts1 e 4' x+° ~r INDICATE NORTH ARROW D T-Ra .:1 ! Cj l/ I fit; Ar Ile Provide setback and elevation information on reverse of this form- Provide 2 dimensions to center of peptic tank rn<~nhoie cover- Design# 13489 Az- ' Take this sheet to the Building Ma vaa 6/24/2008 Materials counter to purchase your materials. You have selected a Garage with; 24' Wide X 32' Deep X 9' High The options you have selected are: Gable roof w/ 4112 pitch trusses 2' O.C. 15 LB Roof Felt 2x4 Wall Framing Material 12" gable/24" eave overhangs RECEIVED 7/16" OSB Wall Sheathing 112 OSB Roof Sheathing JUN 2 4 'Z(108 H. Grey TimberCrest Prem. Vinyl Double 4" Lap Siding ZONING NG ST. C COUNTY OFFICE 30 yr. Prominence, Sienna Blend Shingles Plastic Roof Vent, Black Hickory Aluminum Soffit & Fascia Hickory Premium Roof Edge Cedar Overhead Door Jamb 1- Garage Door Opener Front View Back View ® ~T~ I OC~[7t_]nn~ICi[_ - I~Cj, JCJ~I Today's cost for materials estimated in this design: *The base price Includes: 0" Eave/0"Gable Overhan s, Framin Mate i $5,078.65 1/16 OSB Roof Sheathing, 20 yr. Fiberglass Classic Onyx Black Shingles, (BASE price; $2,516.94 Pine Fascia, Galvanized Regular Roof Edge, 8" Textured Vertical Hardboard Siding, No Service Doors, No Overhead Doors, No Windows, or Any Other Options. All information on this form, other than price, has been provided by guest and Menards is not responsible for any errors in the information on this estimate, including but not limited to quantity, dimension and quality. Please examine this estimate carefully. MENARDS MAKES NO REPRESENTATIONS, ORAL, WRITTEN OR OTHERWISE, THAT THE MATERIALS LISTED ARE SUITABLE FOR ANY PURPOSE BEING CONSIDERED BY THE GUEST. BECAUSE OF THE WIDE VARIATIONS IN CODES, THERE ARE NO REPRESENTATIONS THAT THE MATERIALS LISTED HEREIN MEET YOUR CODE REQUIREMENTS. STC - 104 AS BUILT SANITARY SYSTEM REPORT OWNER ;R--E~~ ADDRESS_Znn 1 f~ R& I IROG- m -QS -7-, JAIi S~p2s SUBDIVISION / CSM VJIG AYV\, LOT ~ SECTION_ 1:1_T N-R- Oc/_ W, Town of JqR16- ST. CROIX COUNTY, WISCONSIN SHOW EVERYTHING WITHIN 100 FEET OF SYSTEM L-L T '~-10 30 /7' d 46 )14 INDICATE NORTH ARROW Provide setback and elevation information on reverse of this form. Provide 2 dimensions to center of septic tangy; manhole cover. , BENCHMARK: ALTERNATE BM: Y, Z1~ CST, 511,21AI6 :E70(/Thl sjlJC SEPTIC TANK / PUMP CHAMBER / HOLDING TANK INFORMATION Manufacturer: WE KS Liquid Capacity: 1000 G A t Setback from: Well + $'p' House Other ' Pump: Manufacturer 2cfLLCP- Model# Al 78 Size Float seperation (erg Gallons/cycle: 176 Alarm Location ~J AVOM fNile Flonr on/ -,SOIL ABSORPTION SYSTEM r Width: (o Length ~03 Number of trenchesp Distance & Direction to nearest prop. line: Setback from: well: S/ House 30 ~ Other ELEVATIONS Building Sewer ST Inlet. g, 3S' ST outlet 1(0 PC inlet / PC bottom /Ay' (0? Pump Off Header/Manifold Bottom of system Z Existing Grade Final grade DATE OF INSTALLATION: 7/I~I/ g~o T PLUMBER ON JOB: EFI' X LICENSE NUMBER: ~'i RSOS03~ INSPECTOR: MA~~( -J ~KII~-s 3/93:jt Wisconsin Department of Industry, PRIVATE SEWAGE SYSTEM County: • Laboi•'S~d Human Relations Safety and Buildings Division INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No-: Permit Holder's Name: 262384 ❑ City ❑ Village [3tTown of: State Plan ID No.: DORNFELD TODD STAR PRAIRIE CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.: A9600197 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic v Benchmark //7 - S Gov o~ Dosing .oo. 60 Aeration Holding St/Ht Inlet 10K / S7 TANK SETBACK INFORMATION St/ Ht Outlet TANKTO P/L WELL BLDG. Ventto ROAD Dt Inlet Air Intake l o y' Septic 1A r > NA Dt Bottom I I (a, g l Dosing 1) >50 r 13' Z5 NA Header/Man. Aeration NA Dist. Pipe 3 ~z Holding Bot. System 9. /31, PUMP/ SIPHON INFORMATION Final Grade Manufacturer 1T-( t Demand Model Number GPM TDH Lift F Lo IN riction System TDH Ft Forcemain I Length Dia. 1" Dist. To well SOIL ABSORPTION SYSTEM DIMENSION BED/TRENCH Width Length I No. Of Trenches PIT No. Of Pits I ia. Liquid Depth DIMENSIONS SYSTEM TO P/L BLDG WELL LAKE/STREAM LEA G Manuacturer: SETBACK INFORMATION Type 0 Iro , 51" N A cC 1MBER Mode Number: System: 14, DISTRIBUTION SYSTEM Header/Manifold Distribution Pipe(s) Hole Size x Hole Spacing Vent To Air Intake Length Dia Length _y_ Dia. Spacing Va °l 1 -1 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over r(u Depth Over r~i, xx Depth Of xx Seeded°. ;Qed xx MBed /Trench Center ~b Bed/ Trench Edges Topsoil (p a Yes ❑ No YCOMMENTS: (Include code discrepancies, persons present, etc.) Z . 17. 31 .19!1, ' _ '3?, LOT 1 , BRAVE DRIVE ins 10 Plan revision require? ❑ Yes No Use other side for additional information. a C'tr ~c HUI SBD-6710 (R 05/91) Date ns~perctor's Signature Cert. No. ADDITIONAL COMMENTS AND SKETCH SANITARY PERMIT NUMBER: 9000 ~7=7_ V+~~~,.ja Safety and Buildings Division SANITARY PERMIT APPLICATION Bureau of Building Water Systems In accord with ILHR 83.05, Wis. Adm. Code 201 E- Washington Ave. P.O. Box 7969 • Attach complete plans (to the county copy only) for the system, on paper not less County Madison, WI 53707-7969 than 8 112 x 11 inches in size. • See reverse side for instructions for comp letin9 this application State ~U I Sanitary Permit Number The information you provide may be used by other government agency programs2 F ,q 4a 4~, (Privacy Law, s- 15.04 (1) (m)]. El Check if revision to previous y ication State Plan I.D. Number 1. APPLICATION INFORMATION -PLEASE PRINT ALL INFORMATION S96 ZO96-7 rty Owner Name ,ErQU 04ko Property Location (Or)~ Property Owner's Mailinof Number 1/4, 5 1'7 T o , N, R /6E zoo Sigpow LAK) Apr Lot BIOCI~,Number City, mate Zip Code Phone Nu ber Subdivision Name or CSM N b tuer c ~m ~ Sold Z S ( ~S>Z~i -5y27 W r6W1~rr~ S~ II. TYPE OF BUILDING: (check one) ❑ State Owned ❑ city S ❑ Village Nearest Road ❑ Public 1 or 2 Family Dwelling - No. of bedrooms Town OF ~"Kr421E" Awe- pQjb+~ III. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s) 1 ❑ Apartment/Condo O3Ig- /14/7 -yGD 2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility 3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 4 ❑ Church/School 8 E] Mobile Home Park ❑ Restaurant Bar/ Dining 12 Service Station/ Car Wash 5 ❑ Hotel / Motel 9 ❑ Office/ Factory 13E] Other: specify IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable) A) 1. LNew 2. E] Replacement 3. E] Replacement of _ _ System System 4. ❑ Reconnection of 5- QRepair of an Tank Only---------------Existing System Existing System B) ❑ A Sanitary Permit was previously issued- Permit Number Date Issued V. TYPE OF SYSTEM: (Check only one) Non-Pressurized Distribution Pressurized Distribution Experimental Other 11 ❑ Seepage Bed 21 Mound 30E] Specify Type 41 ❑ Holding Tank 12E] Seepage Trench 22 ❑ In-Ground Pressure 13 ❑ Seepage Pit 42 ❑ Pit Privy 14 F] System-In-Fill 43 ❑ Vault Privy VI. ABSORPTION SYSTEM INFORMATION: 1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade 41 ~O Requiredssq. ft.) - 0_79 Proposed (sq. ft.) (Gal day/sq. ft-) (Min./inch) / Elevati n 3-7, S ®,(~sFeet. Feet VII. TANK Capacity INFORMATION in gallons Total # of Prefab. Site New Existin Gallons Tanks Manufacturer's Name concrete Con- Steel g Fibeer- ass Plastic Appr Tanks Tanks strutted Septic Tank or Holding Tank ❑ ❑ ❑ ❑ ❑ Lift Pump Tank /Siphon Chamber 290 0 ` ❑ ❑ ❑ ❑ ❑ VIII. RESPONSIBILITY STATEMENT l~ I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans. Plumber's Name: Print) P~ ber's Signature: tamps MP/ ( p) B-7usiness Phone Number: Plumber's Ad ss (Street, City, State, Zip Code): L ! 5-75- - 3 IX. COUNTY -/DEPARTMENT USE ONLY ❑ Disapproved Sanitary Permit Fee (Includes Groundwater ate Issue Issuing Agent Signature (No Stamps] j Approved ❑ Owner Given Initial Surcharge Fee) Adverse Determination 8 -.J6 ~b X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL: SBD-6398 (R. OS/y4) DBTRIBUTION: Original to Counl y, One copy To: Safety & Ruildings Division, Owner, Plumber s INSTRUCTIONS t 1. A sanitary permit is valid for two (2) years. 2. Your sanitary permit may be renewed before the expiration date, and at a time of renewal any new criteria in the Wisconsin Administrative Code will be applicable. 3. All revisions to this permit must be approved by the permit issuing authority. + 4. Changes in ownership or plumber requires a Sanitary Permit Transfer / Renewal Form (SBD-6399) to be submitted to the county prior to installation 5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever necessary, usually every 2 to 3 years- 6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of Wisconsin, Safety and Buildings Division, 608-266-3815. To be complete and accurate this sanitary permit application must include: 1. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the system is to be installed. II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling. III. Building use. If building type is public, check all appropriate boxes that apply. IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair. V. Type of system. Check appropriate box depending on system type. VI_ Absorption system information. Provide all information requested for numbers 1 through 7 VII. Tank information. Fill in the capacity of ever constructed and tank materialt galloe {orU;' b ser of eptic tpumsp/siphon and manufacturer's name, indicate prefab or site co holding tanks for this system. Check experimental approval only if tanks received experii-ner,t.al product approval from DILHR. sign application form. number with appro;or a':e prefix (e.g. MP, etc.), VIII. Responsibility statement. installing plumber address and phone number. IX. County/ Department Use Only. X. County/ Department Use Only. C6mplet(• p!~ar',=' ,pecif1cations not smaller than 8 112 x 11 inches must be si.k)mi+ted " t r holding tank(s) Sept c t include tie foilowi ,,,,a: A) pot plan, drawn to scale con vv",li complete diirie~7si,ns 1uca l { .r--es; pump or siphon J OtI ..C] Ii ''(1' 1l S; building ewe s, w of tl ~2 building served, ri ..I ubsorption,,stems, reel t ~r+~n~ sem arF , '1L ~.t cor ".cols; dose volume, ~tl'Ks ~.~i L1 I r y r Q v A~or re er nce p s, -turo D) crosssection r rF rn rr ~c, UT c p r a aJ,i w c C+ t icT ;n IJSs, pUmN test d; Dl« rn, ail sizing information. if required k~.~ ~nE - v• t;~r so ..J' us,:ipiion syste+! , - GROUNDWATER SURCHARGE 1983 Wiscons n Act 410 included the creation of surcharges (fees) for a number o~ -gulatec? pr.,~j: i+:es which car) effect groundwater. The monies collected through these surcharges are used for monitoring groundwater contarr, r . i ion investigations and establishment of standards. SAFETY & BUILDINGS DIVISION 201 E. Washington Avenue P.O. Box 7969 Madison, Wisconsin 53707 State of Wisconsin Department of Industry, Labor and Human Relations June 25, 1996 209 West First Street Route 8, Box 8072 Hayward WI 54843 CROSS COUNTRY EXC PO 295 DRESSER WI 54009 RE: PLAN S96-20467 DORNFELD, TODD FEE RECEIVED: 180.00 SE,NE,17,31,18W TOWN OF STAR PRAIRIE MOUND SYSTEM COUNTY OF ST CROIX The Department has reviewed the above-referenced submittal. Conditional approval is hereby granted for the system plan submittal. All noted items must be corrected. The review and approval of the system is based on chapter 145, Wisconsin Statutes, and chapters ILHR 83 and 84, Wisconsin Administrative Code, and is contingent upon compliance with any stipulations shown on the plans. This system has not been reviewed for the code requirements set forth in chapter ILHR 82 or in chapters ILHR 50-64, Wisconsin Administrative Code. This plan submittal approval will expire two years from the approval if a sanitary permit is obtained, plan a n the day the date, or initial sanitary permit expires. The licensedl pluwill mber expire for this installation shall keep one set of plans with the Department's stamp of approval at the construction site. The installer shall notify the appropriate inspector when inspections can be made. All permits required by the city, village, township or county shall be obtained prior to installation. Inquiries should be directed to me at the number listed below. Please refer to the plan number shown above. Sincerely, '-~G~rLtw'~"' Th a L. Braun Plan Reviewer (715) 634-3026 7:45 - 4:30 6049R/ 1 SUDA-6828 (R. 1W94) r Private Sewage System Plan Index/Checklist All plan sets should be legible and permanent copies, organized into sets, bound with staples and covered by an index sheet such as this sample. No other pages need be signed as long as the index sheet for each set is signed. Your cooperation expedites your plan review and shortens plan entry time. Plan ID # Owner's Name 59 ZD 67 T"o0P 1) 0 2N1=GL 4 Legal Description Address bD 5AeAH 1 E Y Al % S _r_? NR/ 14/ o ER s~ oz5 City/Villag own County K A E 1r Q go 1 Contents Comments/Special Instructions Page # Included Two copies needed for all plans 1 Plot Plan 2 Plan View/Lateral F__j Return by Mail 3 Cross Section 4 Tank & Pump/ a Fax Letter to (County) (Submitter) Siphon Information Circle One and Provide Fax ( ) Jk System Sizing (Public) * fjokl< S Nc-E ® Call for Pick-Up: ( ) 0 Other I, the undersigned, hereby certify that the Seal (if applicable) plans and specifications submitted herewith were prepared under my direction and control. Plumber/Designer Licensc/Rrgicifat+en # r Z J21 J047AAWe Address city tate Signature FRIVATE APRW X TEM Attachments: Application Conditionally Soil & site evaluation Fee.. PPROVED Needed for Holding Tank Submittal: One copy of notarized holding tank DEPT. OF INDUSTRY, LABOR 6 HUMAN RELATIONS agreement. (Originals to County) DIYISI OF SAFETY AND BUILDINGS Needed for At-Grade Submittal: Original signed and notarized Application for "rise of an At- SEE CO NDENCE Grade" County on-site. One additional set of plans SBD-10268 (N.01/96) S96-2046'7 1 \ j ' l Top r SornERs T W4:: 5yoZ5 I S~yyNE y 517 T 31 n1'(18 w F., 7DwAl O STAR PRA RIC 0 ISCA Le Z 0, { i jP i (i f e c t TOP s IvWq STAKE GLE-:Y /06, Page 2 Of t 6 Perforated Pipe Detail n End View End Co P Perforated PVC Pipe H01e$ Located On Bottom, S~ Are Equally Spaced * PVC Force Main w P PVC Manifold pipe Distribution Alternate Position Or Lost Mole Should Be Pipe Force Main T Next TO End Cap Dittt►ibution Pipe Layout P 30 Ft. R 3` S X L 8 Inches Y - - Inches Signed: Hole Diameter _ Inch License Number: LateralZ Inch(es) Manifold Inches /1/z_° Date: Force Main Inches # of holes/pipe 8 Invert Elevation of Laterals///./S Ft. Page Of Strowq Marsh Hay, Or Synthetic Covering Medium Sand Distribution Pipe Topsoil H 3 E `l % Slope Bed Of i0 2 2 Force Main Plowed Aggregate Layer D Ft. Cross Section Of A Mound System Using E I:Sy Ft. A Sod For The Absorption Area F •75 Ft. G I _ Ft. Signed,: A = Ft. li l.5 Ft. License Number B,Ft. : K /0, 56 Ft Date': L 8 .lz Ft. Alternate Position Ft. of T Ft. Force Main W ~~•/z Ft. L J B Observation Pipe-`., r K - Imo- I W o -j_- I Distribution i • • :Bed Of i - 2 i Pipe 1 Aggregate Observation Pipe Permanent Markers Plan View Of Mound Using A Bed For The Absorption Area v' ro • w d rX w 0 41 A4 U ro A •~i ro ~4 A ~ w H 14 U ~ MO 0a 4J a~ ro 44 41 A w _ _ 0 1 L 41 41 U) gyu ID4 N ~ N v ~ ~ ' 3 04 w 0 r•. 0 4 U Q J N ~ N N N U id 4 U .11 1 ~ W N 3 W O 4i Zj- y t 'CJ N !T ~ ~ N ro ~ U c,~ ~a y fV1f.1 v I pur P CHA.ME-R CRuCS SEC-71o1,1 ttiIJ SPCCIFICA IC)kJ', Vr~ AJT CAP C. P! PC WEATHERPROOF AFFROVED LOC,4.;I.;r.. P-5, DOOR, JLIAJCTION BOX \ MAIJHOLE COVET`. = RC.^1 T W4JDOW OR FRESH IT"MIU. AIR INTAKE ~ I GRADE I 18' /ti1U. COWDUIT IAILET PROVIDE i AIkYIGHT SEAL. I ~ I~ V I II' APPROVED JOIllT A APPROVED JOINTS w/C.I. PIPE f I W/C.I. PIPE EXTENDIM& 3° 11 ALARM EXTEM01MG 3' OUTO SOLID SOIL D { II ONTO SOLID SOIL, I I ' ~ I C) tJ C i I 1: L E V _ FT PUMP AK Off w COQCKETE BLOCRISER EV4hAFiP1T IF TAWK MAMUFACTURCK HAS SUCH APPROVAL. SEPTIC f SPE~IFI.CATIOh1S DOSE L,f DO TANKS SE MAUUFACTUKER. IJLIMBER OF DOSES: ` PER DAB TAWK S1ZE : &0 ST 200 WE GALLOWS DOSE VOLUME ALARM MAWUFAC7'URCfR: LEVC-L AL RR rY\ INCLUDIUG BACKFLDW: 1/71 yZ- GALL.ONS A 001~1. I. UMBCR: CAPACITIES: A= IIJCHES OR S60 GALLO►JS SWITCH TAPE: _ GIZQ() 7 B WCHES OR ~ D GALLOUS PUMP MAAIUFAC'CURER: O~LL~C. INCHES OR /ZO GALLO►J$ MODEL UUMBER: IV q V D a --Y- INCHES OR 9-0 GALLOUS SWITCH TUPE: ER DOTE: PUMP A1JD ALARM ARE TO BE MINIMUM DISCHARGE RATE ~(,PM INSTALLED OU SEPARATE CIRCUITS VERTICAL. DIFFERENCE DETWECAt PUMP OFF ARJO DISTRIBUTION PIPE.. FEET + MIMIMUM NETWORK SUPPLY PRESSUKE , 2.5 FEET 70 SAL h/ + FEET OF FORCE MAIN X z" Z~~F100tsT.FR1CTIOIJ FACTOR..q~ FELT TOTAL DbQXMIC. HEAD FEET IOIUTERKIAL. DIME:IJSIOQf. OF TAQK: L. ~•5/~ L V ~41+®-T•-1=1! ; 1. I CI U 1 D D E P T 4-t HEAD CAPACITY CURVE 3 7/e 6 1/4 MODEL " W9 4 5/8 -1 0 a e I 9 2 3 4 5/8 6 m + + U_ Q 15 3/16 A ZI ; 10 1 1/2-11 1/2 NFr 2 5 Install per manufacturers requirements. - o U.S. GALLONS 10 20 30 40 50 60 70 80 U` ERS 80 160 240 0 FLOW PER MINUTE TOTAL DYNAMIC HEAD/FLOW PER MINUTE EFFLUENT AND DEWATERING 12 CAPACm HEAD UNn"IN FEET METERS GALS LTRS 5 1.52 72 273 10 3.05 81 231 3 5/16 15 4.57 45 170 20 8.10 25 95 Lock Valve 23' CONSULT FACTORY FOR SPECIAL APPLICATIONS a Electrical alternators, for duplex systems, are available and a Mercury float switches are available for controlling single and supplied with an alarm. three phase systems. a Mechanical alternators, for duplex systems, are available with a Double piggyback mercury float switches are available for or without alarm switches. variable level long cycle controls. SELECTION GUIDE 1. Integral float operated 2 pole mechanical switch, no external control required. Standard all models - Weight 39 lbs. - 1/2 H.P. 2. Single piggyback mercury float switch or double piggyback mercury, float 98 Series Control Selection switch. Refer to FMO477. Modal Volt-Ph Mod* Amps Simplex Duplex 3. Mechanical alternator 10-0072 or 10-0075. M98 115 1 Auto 9.4 1 or 1 & 7 - 4. See FMO712, for correct model of Electrical Alternator, "E-Pak". N98 115 1 Non 9.4 2 or 2 & 6 3 or 4 & 5 5. Mercury sensor float switch 10-0225 used as a control activator, specify duplex (3) or (4) float system. D98 230 1 Auto 4.7 1 or 1 & 7 - G. Four (4) hole "J-Pak', junction box, for watertight connection or wired-in E98 230 1 Non 4.7 2 or 2 & 6 3-or 4 & 5 simplex or duplex operation, 10-0002. 7. Two (2) hole "J-Pak", for watertight connection or splice. CAUTION For Information on additional Zoeller products refer to catalog on Combination Starter, FMO514; AN Installation of controls, protection devices and wiring should be done by a qualified Piggyback Mercury Switches, FMO477; Electrical Alternator, FMO488; Mechanical Alternator, Ilcensedelectrician. All electrical and safety codes should be followed Including the most FMO495; Alarm Package, FM0513; Sump/Sewage Basins, FMO487; and Simplex Control Box, recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). FM0732. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO: P.O. BOX 16347 Manufacturers of . Louisville, KY40256-0347 OELLE/'~ fffAW SHIP TO., 3280 Old Millers Lane Is O Louisville, KY KY4o21s (502) 778-2731 a 1(800) 928-PUMP ZFNWYJ0AWW FAX (502) 774-3624 OPTIONAL WORKSHEET 1. MOUND SYSTEM 11. IN GROUND PRESSURE SYSTEM-Continued- 1. Wastewater Load, Total Daily Flow =.~L gal. 10. Force Main: Use section H 63.15 (3) (c), Wis. Minimum Dosing Rate = gpm, Adm. Code and PROVIDE A DETAILED Diameter = in. LIST OF SIZING ON PLANS. 11. Total Dynamic Head: 2. Depth to Limiting Factor = ft. System Head = 5 ft. 3. Landslope = % Vertical Lift . ft. 4. Distance from Dose Chamber to Friction Loss = ft. Distribution System = ft. FD,,' = ft. 5. Elevation Difference Between / 12. Pump Selection: Pump and Distribution System = t0 ft. Pump will discharge at least gpm 6. Absorption Area Sizing: at -1, , ft, total dynamic head. Area Required = 37 sq. ft. Pump model and manufacturer: ZL><CC~ PQ 98 Bed or Trench Length (B) = ft. Bed or Trench Width (A) = ft. 13. Dose Volume: Trench Spacing (C) = ft. 10 Times Void Volume of ~ Q 7. Mound Height: Distribution Lines = Q• U gal. Fill Depth (D) = ft. Daily Wastewater Volume r Fill Depth Downslope (E) = i ft. 4 Doses in 24 hrs. = Z, 5 gal. Bed or Trench Depth (F) ft. Backflow = Cap and Topsoil Depth (G) = ft. Minimum Dose = ~l7•yz gal. Cap and Topsoil Depth (H) = ft. 14. Dose Chamber: 8. Mound Length: Volume = gal. End Slope (K) _ /0 -540 ft. Total Mound Length (L) _ Z ft. Ill. CONVENTIONAL PRIVATE SEWAGE SYSTEM 9. Mound Width: 1. Wastewater Load, Total Daily Flow = gal. Upslope Correction Factor = 5 Use section H 63.15 (3) (c), Wis. Upslope Width (J) = S ft. Adm. Code and PROVIDE DETAILED Downslope Correction Factor = + LIST OF SIZING ON PLANS. Downslope Width (1) _ + ft. 2. Required Septic Tank Capacity = gal. Total Mound Width (W) _ Z 6. ft. 3. Percolation Rate = min./in. 10. Basal Area: 4. Absorption Area Sizing: Infiltrative Capacity of Refer to Table 2 in chapter H 63 Natural Soil = s5 gal./sq.ft./day and PROVIDE A DETAILED LIST OF Basal Area Required = Cy 00 - sq. ft. SIZING ON PLANS. Basal Area Available = 1 36 sq. ft. Required Area = sq. ft. 11. If Standard Tables from Chapter Length = ft. H 63rare Used, Indicate Table No. Width = ft. 12. r For the Distribution Network, Use Numbers 5-14 in Section IL Number of Trenches = Trench Spacing = ft. II. IN-GROUND PRESSURE SYSTEM S. Distribution System: 1. Depth to Limiting Factor = ft. Lateral Length = ft. 2. Landslope = % Number of Laterals = 3. Percolation Rate = min./in. Lateral Spacing = in. 4. Proposed System Elevation = ft. Distance from Sidewall to Pipe = in. 5. Wastewater Load, Total Daily Flow: gal. System Elevation = ft. Use section H 63.15 (3) (c), Wis. Adm. Code and PROVIDE A DETAILED IV. SYSTEM-IN-FILL LIST OF SIZING ON PLANS. Fill in All Items from Section III Required Septic Tank Capacity = /IX)O_ gal. 6. Absorption Area Sizing: V. SEPTIC TANK Percolation Rate = /I Z min./in. 1. Capacity = /OOb gal. Area Required = 375 sq. ft. 2. Manufacturer: - LVC- System Length ` = X03 ft. 3. Show Site Constructed Tank Details on Plan System Width ft. 7. Distribution Pipe Sizing: VI. DOSING TANK Hole Size = V14_ in. 1. Capacity = _ ©o gal. Hole Spacing = 8 fl. 2. Manufacturer: Lateral Length It, :1. Pump Manufaclur,r~ Zit EQ Lateral Size In. 4. Pump Model: N 7, Z9 L.11cral Spacing 3 it. S. Operating Head= I - ft. Uislanee from Sidewall-lo Pipe in. 6. Flow Rate= `-ty gpm. H. Uisirlbulion Plpe Discharge Rale: 7. Show Site Constructed Tank Details on Plans Number of I loles Per Pipe flow Per Pipe ° /D gpnt• VII. HOL.UING TANK y. Manilold Sizing: ~y 1. Capacity = gal. 1 ype (cenlei or end) CIENVER _ 2. Manulacturer. Length = ft, 3. Show Site Constructed Tank Details on Plans Diameter = in -SHOW ALL INFORMATION ON PLANS- DILHR SOD-6761 (R.03/82) / C> Wisconsin Department of Indus", SOIL AND SITE EVALUATION REPORT Page 1 of 3 Labor and Human Relations ` pi-islMn of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code COUNTY St. Croix Attach complete site plan on paper not less than 8 112A 11 `trtChe~ Plan must include, but not limited to vertical and horizontal reference point (Nu,;di)eetroh. h% slope, scale or PARCEL I.D. # dimensioned, north arrow, and location and dist 4,(6-nearest rpad 038-1147-40 ~ REVIEWED BY DATE APPLICANT INFORMATION-PLEASE PF~t#T"ALL J10ORMATION, PROPERTY OWNER: ERTY LOCATION V: Todd Dornfeld c+= ti~ LOT SE 1/4 NE 1/4,S17 T 31 N,R 18x~(or)W PROPERTY OWNERS MNUNG ADDRESS # BLOCK # SUBD. NAME OR CSM # 200 Sarah Ln. A t.°rt C Wigwam Shores CITY, STATE ZIP CODE LIMB CITY QVILLAGE MOWN NEAREST ROAD Somerset Wi . 54025 ( 1+ Star Prarie Brave Dr. ?c] New Construction Use [x] Residential /Number of bedrooms 2 [ ] Addition to existing building j ] Replacement [ ] Public or commercial describe Code derived daily flow 300 gpd Recommended design loading rate .5 _bed, gpd/ft2 .6 trench, gpo1ft2 Absorption area required 250 bed, ft2 250 trench, ft2 Maximum design loading rate _.5 bed, gpd/ft2 .6 trench, gpolft2 Recommended infiltration surface elevation(s) 110.65 ft (as referred to site plan benchmark) Additional design / site considerations system el. based on contour line of el. 109.65' Parent material pitted galcial drift Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN•GROUND PRESSURE 1111DE SYSTEM IN FILL HOLDING TANK U = Unsuitable for svstem ❑ S iaU )aS ❑ U I ❑ S t3U I ❑ S CDU I ❑ S EBU ❑ S ®d1 SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence BOUrxfary Roots GPD/ft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. I Bed Tre & <......1. 1 0-11 10 r 4/2 none 1 2msbk mfr w 2 .5 .6 2 11-24 10yr 4/4 none sil 2msbk mfr gw if .5 .6 Ground 3 24-37 7.5yr 4/4 none sl 2msbk mfr GW NA .5 .6 v 5/3 110.20 ft. 4 137-72 7.5yr 4/4 C2P7.5yr 5/8 sl 2msbk mfr na na .5 .6 Depth to limiting lap[. i Remarks: Boring # 1 0-8 10yr 4/3 none sl 2msbk mfr w 2f .5 .6 2 2 8-32 7.5 r 4/4 none sl 2msbk mfr aw _If-. .5 .6 3 32-52 Syr 4/4'' wet sl lmsbk mfr w n .4~ .5 Ground elev. 4 52-65 10 r 4/4 wet is os m 110.20 ft. Depth to limiting fIcff' i I - 1 Remarks: CST Name:-Please Print Phone: Gar L. Steel 715-246-6200 Address: 1554 200th Ave., New Richmond, Wi. 54017 [ Signature: Date: CST Number 4-29-95 c s tm 0 2 2 9 8 PROPERTY OWNER T. Dornfeld SOIL DESCRIPTION REPORT Page_ 2, of 3 P 7-7 PARCEL I.D. # 038-1147-40 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence iEkxcbry I Roots Ged DTft2 in. Munsell Qu. Sz. Cont.Color Gr. Sz. Sh. 1 0-13 10 r 4/2 none 3 2 13-29 7.5yr 4/4 none sl 2msbk mfr gw if 5~ 6 5/ 1 Ground 3 29-6 5yr 4/4 C1P7.5yr5/6 sl lmsbk mfr na na .4 1.5 elev. 106.6Qt• Depth to limiting factor 29" Remarks: Boring # 1 0-12 10 y r 3/3 none 1 2msbk mfr w 2 f .5 ~.6 :h4\ui 4 2 12-29 10 r 4/4 none sil 2msbk mfr w 1f .5!.6 3 29-39 7.5yr 4/4 none sl 2msbk mfr w na .5.6 Ground 5/2 lev. 20ft 1 16. 4 39-54 5 r 4/4 2P7.5 r 5/8 sl lmsbk mfr na na .4 :.5 . Depth to limiting factor 39" Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # EMT Ground elev. ft. ~ Depth to limiting factor j Remarks: SBD-8330(R.05/92) STEEL'S SOIL SERVICE Gary L. Steel Todd Dornfeld 1554 200th Ave. CSTM2298 SE4NE4 S17-T31N-R18W New Richmond, WI 54017 MPRSW 3254 toRn of Star Prarie (715) 246-6200 lot 1-block C Wigwam Shores N 1"=20' BM.= top of survey stake at el. 100' o e nor nJ cYZ~ Ec~ Z-/ ` //1 30, 17 r~o 3 ©1 Gary L. Steel 4-29-95 STC-105 SEPTIC TANK MAINTENANCE AGREEMENT St. Croix County OWNER/BUYER I o ~d l~ P- ~J ~n ~nl ~e la~ 16 FS ° MAILING ADDRESS '-900 5 ~1o r e, p ~ Y4- PROPERTY ADDRESS 2/& (location of eptic system) Plcase obtain from the Planning Dept. CITY/STATE -R~-.W , PROPERTY LOCATION L' 114, 1/4, Section T~ ~N TOWN OF ST. CROIX COUNTY, WI JC~H ~ i 2 i 2 I SUBDIVISION LOT NUMBER CERTIFIED SURVEY MAP , VOLUMES PAGE _2yj, LOT NUMBER Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by licensed septic tank pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the. waste disposal system. St. Croix County residents may be eligible to receive a grant for a maximum of 60% of the cost c1f` replacement `of a failing system, which was in operation prior to July 1, 1978. St. Croix County accepted this program in August of 1980, with the requirement that owners of all new systems agree to keep their system properly maintained. The property owner agrees to submit to St. Croix Zoning a certification form, signed by the owner and by a mater plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and (2) after inspection and pumping (if necessary); the septic tank is less than 1/3 full of sludge and scum. I/We, the undersigned have read the above requirements and agree to maintain the private sewage disposal system in accordance with the standards set forth, herein, as set by the Wisconsin DNR. Certification stating that your septic has been maintained must be completed and returned to the St. Croix County Zoning Officer within 30 days of the three year expiration date. SIGNED: ii DATE: (~c)J St. Croix County Zoning Office Government Center 1101 Carmichael Road 11/93 Hudson, WI -54016 STC - loo This application form is to be completed in full and signed by the owner(s) of the property being developed. Any inadequacies will only result in delays of the permit issuance. Should this development be intended for resale by owner/contractor, (spec house), then a second form should be retained and completed when the property is sold and submitted to this office with the appropriate deed recording. Owner of property ZQ dal 9-'4P,=y pop_," I-e rd Location of property. ;5" 1/4 1/4, Section T 1 N-R IF W Township mailing address 6ZQ0 JA1_Ah I-A,n%E- Address of site416~ - ~'hef Y--,t- $ Subdivision name (.t~ 6g C~:i4~1 e~hr+2 Lot no. Other homes on property? -Yes No Previous owner of property DDaId A16lonj Total size of property Total size of parcel 1j~ f}c,~~ $SjCro~ Date parcel was created' Are all corners and lot lines identifiable? -Z-Yes No Is this property being developed for (spec house) ? Yes No Volume and Page Number3 as recorded with the Register of Deeds. INCLUDE WITH THIS APPLICATION THE FOLLOWING: A WARRANTY DEED which includes a DOCUMENT NUMBER, VOLUME AND PAGE NUMBER AND THE SEAL OF THE REGISTER OF DEEDS. In addition, a certified survey, if available, would be helpful so as to avoid delays of the reviewing process. If the deed description references to a certified Survey Map, the Certified Survey Map shall also be required. PROPERTY OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge that I (we) am (are) the owner(s) of the property described in this information form, by virtue of a warranty deed recorded in the office of the County Register of Deeds as Document No. -5";2-?-3 70 , and that I (we) presently own the proposed site for the sewage disposal system or I (we) obtained an easement, to run the above described property, for the construction of said system, and the same has been duly recorded in the office of the County Register of Deeds as Document No. L2 ~17- __A/Ifln' -1 -r L Signature of Appli ant Co-Applicant Date of Signature natP nf q;m„at,,,-P 06 11 96 14: 22 %Y715 386 6231 1st FEI1-LaS :HL'U Cool 1 Nar of Wisconsin Form 2 - 1992 WARRANTY DEED +I DQCUMENT NQ. Donald Malon and Ann T. Malon, husband and wife, MAY 1995 I 12:30 P . ; 1 ! _._Ud o conveys and warrants ta 17orn eld T' I - , 7 - Dornfei~, hU.% d ahd I'I SF:A(:REf:G CC4GIPJG DPTA !I i~ S. Croix j the foI10%Ong dcseribed real estate in Couni}•, $uvie of Wlsconsill. I~ j (Pared Idalttificatiara Number) I II i+ Lot. 1, Block "C", wigs m Shores in the Town of Star Prairie, jj I~ Together with a non-exclosive easy: ant over that part of the private road shown f as Tepee Trail on the Plat of Wigwam mores, more fully described as follows: Beginning at the North-South town rwd, lying Easterly of said plat, thence l esterly on Brave Drive to Tepee Trail., thence Nor Lherly along said Tepee Trail ! to Easterly ext.ens,on of the North Iine of said Lot 11 the point of 'i !I terillination of said P_asemient. I .I r This (is not) Exception to warranties: _s-of-kay of -record, if any, Ea,,ements, ,r trst..l.ctions of right i~ 04,ed lhi5 day Or ~1 - (SERI.) (SLAL) Donald Malcn ;~'i: Lei.: ` y_f_.K.. V_ (SEAL) - - - (SEAL) Ann T. Malan A (THEN rICATION ACKNOWLEi ONIENT Siena[ure(,c) STATE OF WI$CDNSTN I' St. Croix County. ....Le~.1.....A .L.S. Jwu wr 1G A.✓ennelly nn fnu },n Fnv rwo chic 4-•T A16' n1; , n N O K v n C o F r ni O ro m m a a (D ro m ro A X Cl) a~ m o n) p (n -4 o ~+1 • Csf N N N C2 N O O^ V W ~Ll th A W 00 CCD N N_ C ro M CD (D ~ C- C- N N v. w v O Q o T 7C' FD. ? 'S N 8 0 0 7 0 N N ro O K) M n C Q O V (O d a O O r (A (0 N =3 o C 0 w o o R {D CD D a G Cl) T. N U) O 5 m °o m o p 0 o V (D ro CD CO (0 w n r U) o 0 N rn m 3 U) CD N N Gf 0 0 o A o 0 0 0- 'Y o ate) 3 CO Co N <n m 1- I(DD O p N N p N < ro c d co =r N N O0 :3 3 ro - y CL SN Z co D D o nOy m c N =3 N N Ai • x t ro o o 3 W m O a 5 m (D .s O C `p _Z N (D Q N O Cl) W V p z o' 3 Z o 3 m ~ (D A Z W 35 n) A o o D OO N p (o ° CL o > > rn o' O O S T N N ? :E _ C =-m m ?o. o NF=0 o o ro 00 (,D Er U) 0 j a Co m Co O K a - n co o CL a CL 0 - O. N O ~ a d N O -o ~ 0 ro N ro oc 5 7 m C, N a 6 C N Z N cn vA O 0 N O N j En S X (n U) ! N (D O N`J W `Z W O Q p O 0 ~ m Z p o O O N a 0 Q Wisconsin Department of Industry, SOIL AND SITE ATION / Labor art+J Human Relations Page C of Division of Safety and Buildings in accordance with J Ym. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in sl in mus Cbur include, but not limited to: vertical and horizontal reference point (BM lion and~t~'`' Y' percent slope, scale or dimensions, north arrow, and location and dis o nett road ~ ~ Parcel t.-D, #,p 0 C`~/Y1 APPLICANT INFORMATION Please print all informs r. ~C Reuigw by Date N7.N Personal information you provide may be used for secondary purposes (Privacy Lake v'$ ' Propertv Owner Loc ' v L /4S~1/4,S~ T3 N,R IeE( W Property Owner's Mailing Address Lot # Block# Subd. Name or # Lof CiState f Zip Code Phone Number ❑ city, Villa To"m Nearest Road Qja New Construction Use: (Residential / Number of bedrooms Addition to existing building 7 d ~ Y ❑ Replacement ❑ Public or commercial - Describe: j j Code derived daily flow gpd Recommended design loading rate Y bed, gpd/fig trench, gpd/ft2 Absorption area required _Z (2bed, ft2 00 trench, ft2 Maximum design loading rate bed, gpd/ft2~trench, gpd/ft2 Recommended infiltration surface elevation(s) • 7 ~ ' ft (as referred to site plan benchmark) Additional design/site considerations Parent material .Flood plain elevation, if applicable Aft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system 10 S❑ U ❑ S X U ;KS ❑ U ❑ S O u ❑ S 0 U ❑ S Wu SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Structure GPD/ft2 in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench Ground r' 1!5 eft. Depth to limiting lr - f7LI actor -:719'A n.~ Remarks: Boring # 2 , l t Ground elev. Depth to limiting fac r - in. Remarks: T Namg (Please Print) ature Telephone No. Addre Date CST Number SOIL DESCRIPTION REPORT PROPERTY OWNER it Sd~ Page of ' PARCEL LD.# Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots 2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench 07 5~ 1-24- '00k~ 1. - .1 -loll Ground ~ ellevv. Depth to limiting factor in. Remarks: Boring # r Ground elev. 1 Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed , Trench Boring # Ground le ~ , Depth to limiting factor ,2~in. Remarks: Boring # Ground elev. ft. , Depth to limiting factor in. Remarks: SBDW-8330 (R. 08/95) Soil Test Plot Plan Project Name Karen Johnson Byron rd Jr. Address P.O. Box 541 Dresser Wi 54009 CS #3479 Lot Subdivision Date 7/10/96 SE 1 /4 SE 1/4S18 T 31 N/R18 W Township Star Prairie Boring ()Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post System Elevation 94.7 * H R P Same as Benchmark Property Line 50' B.M. 75' 60' B-5 45' N a 0' Rep A 0' 30' (U B-3 B-4 B-2 Pri A 0' - 1% Slope 0' 0 2 Bedroom House