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HomeMy WebLinkAbout020-1052-60-200 - r' j Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 • - Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County ST C.~U 1 I Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must ~ include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. ~0 percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all inforrl6ation, yew Date Personal information you provide may be used for se~bdda'ry purposes (P*cy Law,s. 1,5'A4 (1) (m)). dJ Property Owner ,,.Property Location GeV" STEV )v'R SS ~ kvA-) 1/4'51!-z 1/4 S ZO T Zq N R 1 Cj E (or Property Owner's Mailing Address, j'', Block # Subd. Name or CSM# 11, 11 8 bo~zw Iti 0*` ST Cox ` - .~f ~~.,A. av "7 City State Zip Code Phone Ntd 1001014i:7' 7 ❑ Village Town Nearest Road U ~'v~SOrv 1ij( Sgo16 ScrvRwt►J New Construction Use: ® Residential / Number of be Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material SL(`~ S'~1+~! t 7' UUi S ' G~- Flood Plain elevation if applicable PJ~ ft. General comments Y and recommendations: thj S T P~ LL 3 ' Lv lb ~ C2. CS L,,) t714 i+ l G l+ CPr1rJ1',CL t'H S 1 Dt9AJ/N "Z tZIZ L ~ rC ~°-L{ R M 3 L . 1 N STeR_L Ceu S P?r LS~ T 6 1 &tTU 7M-ti. S'~►-,Aj GTE v~~ (.ZO►v , r~ 1°rX 1►"'I U 1ti1 S L~ k CFtT74 , © Boring # ❑ Boring ® pit Ground surface elev. ~g • S ft. Depth to limiting factor. ~'S in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. rEff#1 •Eff#2 Z )~-y 8 I o~cz~L6 - L 1 ~s b wt F>- cg 3 P$ 9-S 7.S~1Z Ylt, - S $G►`- O S9 M I ~ -7 1 Z a Boring # ❑ Boring © pit Ground surface elev. -1 ft. Depth to limiting factor 7 Q 7 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. rEff#1 -Eff#2 1 (:)-I q l b`1 t2 _11Z_ - L 1-`S6 4- m'F►~ cIN t 'F • S Z 101 -1--1 ! 01-r R L l e sbl- M ft- CS Effluent #1 = BODs > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signa re CST Number Arthur L. Wegerera,o~. OI_ ~S 220254 Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number 421 N. Hain St. River Falls, WI 54022 3-1b,01 715-425-0165 v Property Owner ~sEFt= Parcel ID # -PlEh1D 1/J G Page Z of 3 Boring # ❑ Boring ® Pit Ground surface elev. ~bZ • ft. Depth to limiting factor In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -Eff#2 1 a-CL lo4R- 3i'Z - L -Z -'sb Kf, Z t2-3D tb`t -'31L - L 1eSb tM cs - .b 3 36g7 --),S'IXVl S EfGl+ O S M I .7 r1_ Z ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ff. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 In. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 -Eff#2 Boring # ❑ Boring F-1 ❑ Pit Ground surface elev. fL Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 In. Munsell Qu. Sz. ConL Color Gr. Sz. Sh. -Eff#1 -Eff#2 Effluent #1 = BOD6 > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODE < 30 mg/L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SBD-8330 (8.6100) PLOT PLAN Page 3 of 3 Scale 1'=qD T LoT I- C5 LOT LIYJe 57-3, 08 ~ LOT 2 - P~uPoSED ~r'1i j :lA~:p'orv lp`'ltiG ,31cY1W9.t~UC PIP r-- wlU F-TN. ' . K z - tzL i 0q. 0 rj R 1 i OZ s.3 Silo ~Q r i 14 Sla C~ P~~ L~ P6Zk~-A RtiZ S~S`i~1 S ~ fop 110 ~-O-r LIVE 346-G ! 715-425-0165 220254 Ol - y 5 CST Signature Date Telephone No. CST No. Job NO. Parcel 020-1052-60-200 02/02/2005 04:48 PM PAGE 1 OF 1 Alt. Parcel 20.29.19.196E-20 020 - TOWN OF HUDSON Current X_' ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): Current Owner * BANE CORPORATION, %GALLAHER HARRY %GALLAHER HARRY BANE CORPORATION SUITE 2200 SUITE 2200 100 WASHINGTON AVE S MINNEAPOLIS MN 55401 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 840 DORWIN RD SC 2611 SCH D OF HUDSON SP 1700 WITC Legal Description: Acres: 7.750 Plat: 1354-CSM 15/4173 020/01 SEC 20 T29N R19W PT NW SE BEING CSM Block/Condo Bldg: LOT 02 15/4173 LOT 2 7.750AC - Tract(s): (Sec-Twn-Rng 401/4 1601/4) 20-29N-19W NW SE Notes: Parcel History: Date Doc # Vol/Page Type 12/13/1999 615476 1478/090 WD 06/01/1999 604023 1430/130 WD 2004 SUMMARY Bill Fair Market Value: Assessed with: 48014 96,300 Valuations: Last Changed: 04/26/2002 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 7.750 74,500 0 74,500 NO Totals for 2004: General Property 7.750 74,500 0 74,500 Woodland 0.000 0 0 Totals for 2003: General Property 7.750 74,500 0 74,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount 001-WATER SPECIAL ASSESSMENT 0.00 Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 . I 3 LJ ~ ~ LJ L7 6564B 15 y KATHLEEN H. WALSH OCT 2 3 2001 REGISTER OF DEEDS ST. CROIX CO. WI RECEIVED FOR RECORD ST. CROIX COUNTY SURVEYOR'S RECORD 09-18-2001 9:30 AM CORY FEE: 3.00 RECORDING FEE: 13.00 CERTIFIED SURVEY MAP LOCATED IN THE NW 114 OF THE SE 114 OF SECTION 20, T29N, R 19W, TOWN OF HUDSON, ST. CRO 1 X COUNTY, WISCONSIN. BEARINGS ARE REFERENCED TO THE EAST-WEST QUARTER SECTION LINE OF SECTION 20. (MEASURED AS EAST QUARTER CORNER N89025'02"E, ST.CROIX COUNTY SECTION 20 - FOUND COORDINATE SYSTEM). ALUMINIUM MONUMENT E-W QUARTER LINE 5309. 37' N89025' 02" E _ S89025' 02" W 3974.20 NE OR. 1335. 17' NW-S WEST QUARTER CORNER SECTION 20 - FOUND P. K. NAIL MATCHING TIES m PREPARED FOR: n BA I N CORPORATION y UNPLATTED LANDS C m m N89°37' 27"E 564. 85' Z N~ 2 o rn PENDING C. S. M. i 33 3 LOT 2 r m S89° 19 54" E 548. 75 GZ 7.75 ACRES .::0 337,605 SO. FT. 513. 09' 35.66. y ~y :p 7.55 AC. EXC. RiW g a Z 329,010 SO. FT. NIro wlro a s • A. ~4a ~ ~~N \0 < v~ : wow VI .LQ m m L~ 761.62' 35. 9I- S89°38' 51"W 797. 52' I . I cs fk eS y~ ? UNPLATTED„ L ANDS zl m It,,~n~t~, lam` b f Dui /vtlf(~ ~~,1. m; m LEGEND APPROVED ST. CROIX COUNTY Plallnina 7_oninn and n?rks (~mm~•i~inq • = FOUND 1" IRON PIPE SEP 1 ZOO1 If not recorded witnirl 30 days o1 approval date approval shall be null and void JAMES M. DER ' Qti 1"=200' &PRNQ ftllm = N < VA 0 100 200 400 yy.9tiQ "~Q~~` JAMES M. Y`{ EiBR:IWA 04 , NELSEN-WEBER LAND SURVEYING DATED Mf;k ~ \-N. q .Zap\ SHEET I OF 2 20001448 THIS INSTRUMENT DRAFTED BY JIM WEBER Vol.15 Page 4173 • ZLLtI abed SL'IOA (Pft .1 ;s O W Q k H ►g11111YlUlUr~';ii ~ 1 I at W •J ~ V y . 07..\ cOp (A ~m~ W y ~ ~ 7 I CO I W to 1- WQQWz a: I a: t W 8 W a co: • W(A M C O a I Q emu 1 j ~M yVfNO "~iy7 V I `NI-. hWe N g ~~z ~ihw cnc~0 WQWoD~ LU CIA I1 WyQ mWtAzU 1 H t SONbr 7 0311 V 7dNn ~ I ~ j 3S MN 3H1 30 3N17 1Sd3 W I _ ,I t •1_61 3.93,93.60 6 _0 00009.7 3.2-7193000 S 3S-3N cr. 0. 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