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HomeMy WebLinkAbout020-1079-20-000 (2) RECEIVED Wisconsin Department of merWC 15 2003 S IL EVALUATION REPORT Page l of Division of safety and Buildi s -7,32 ST. CRQi~~d$1~ with m 85, Wis. Adm. Code ZONING OFFICE County r Attach complete site plan thes in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 0-10-477- 20-C00 Please print all information. R awed (D.aatt/e/ Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). - Pronertv r1mmp• Property Location Ft, Y~I~ ~7r~~'►'t~ Govt. Lot S~ 1/4 1/4 S2-rT?- N R E (or~ Property Owner's Mailing Address t # Block # Subd. or CSM# Qd l • City State Zip Code Phone Number ❑ Village Town Nearest Road c/ 5~ W 1 S Vol ( ) (R New Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate Oct GPD ❑ Replacement Public or commercial - Describe: AQc. Pa rent material 004;.j « 5 k p 2 Flood Plain elevation if applicable General comments a recommendations: SY-4wt e/e V r l ,.7• ~D t'K h•~ ~5- .-c.c cs.~ ~v'o7 sl*irne ' 7ywa- - sy tk Bey F-1 Boring # E] Boring ?7- U ~ 8~~ ! I W A" ;i © pit Ground surface elev. / ft. Depth to limiting factor 116 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Z /0-3 0 /o -5,~. Zm.snk r- c - - G Boring # ❑ Boring 9 -pit Ground surface elev. ft. Depth to limiting factor IZ 3 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Etf#1 'Eff#2 I o- ~ ~rt5f>/C 1'n r" L S 1 v L ..S'- ~ xv~ -7 47- ' - k- - ~01 r77 • Effluent #1 = > 30:5 220 mg/L and TSS >315< 150 mg/L ' Effluent #2 = BOD j-jb mg/L and TSS < 3o mg/L CST Name (Please Print) lure _ CST Number A5.33 a Addrm Date Evaluation Conducted Telephone Number 11-25 O orw / cz.~ /Z --/y 0 3 7/S 7G o -Off"' f JF~ Wisconsin Departrnent of Commerce SOIL EVALUATION REPORT Page Z of~ Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County n Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must (/w ` y include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. . Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location YVir 4 $r" Govt. Lot 1/4 1/4 S T N R E (or) W Property, owner's Malling Address Lot # Block # Subd. Name or CSW City State Zip Code Phone Number ❑ City ❑ Village ❑ Town Nearest Road ❑ New Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable ft. General comments and recommendations: a Boring # ❑ Boring ❑ Pit Ground surface elev. Z-1 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth or Redox Description fiex~trre Structure Consistence Boundary Roots GPD/fF In. Munseli Qu. Sz. ConL Color Gr. Sz. Sh. •Eff#1 'Eff#2 I o-~1 t X3/3 3 4-Ito ~ Ylce - as ~ l - - Boring # ❑ Boring F-1 ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Effluent #1 = BOD > 30 1220 mg/L and TSS >30 < 150 mg& ` Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Address Data Evaluation Conducted Telephone Number r ~ QQ For r^ 4- 343 s &(-to- X3.4 d 4w~ e(ev. /po. o lkw f3~ dA.Z, TO* a-f-Sm !y marl~-er" ZS-3<3a y ~ l r ~ ~i C V ~ 1 Q Z r' qq3 Vol, )-Z,--"' CERTIFIED SURVEY MAP PART OF THE SE 1/4 OF THE SE 1/4 AND PART OF THE NE f 4 OF THE SE f 4 OF SECTION 28, T29N R 19 OIX COUNTY, WISCONSIN. E1/4 CORNER PREPARED FOR: SURVEYOR: D.O.T. NUw13151R55-94=3626-2002 SECTION 28 B.E.D. L.L.P. DOUGLAS J. ZAHLER EINAR HORNE S & N LAND SURVEYING, INC. \ 429 STAGEUNE ROAD 2920 ENLOE STREET ACCESS EASEMENT TO i HUDSON, WI 54016 HUDSON, WI 54016 LOT 2 OF CSM VOL. ` I 1 PAGE 3494 d / ~3 OW[~f D o o _ o o to ~I D o 9 ACCESS 4a~~c~ 58938 38~`rW 1077.19r--- _ EASEMENT TO ro " o OD 0 N m UTLOT ► 3 66'I-g o 0~IC ri 6.60 AC z~~,z90 B..FT. *31"W UBLI 90AD EASEMENT HWY 40 RAVELED N89ZW310W 1125.97 500'ACCESS WESTERLY EDGE RESTRICTED n m 158.54 r ~ I ORTH LINE OF THE 39.76' 1 U P 1 Q ,~j SE1/4 OF THE SE1/4 1' '1Q = I I~$~ 0 0l ~ FENCE ENCROACHES 20' Z I N O MORE OR LESS 'aI a rzN LOT T~ OF NNW COW wmku 1121 ~ OF 23.54 ACRES NO ACCES ~in~i ~i 0 (1,025,461 SQ. FT.) Kok o a~7l I Z w N ~ (n 0 G51 §B t M 0 N W ex Z~ a 1 @°1 ~ ~ti 3 Q I N NF'= m 0 \ M Q W 7- Z W N 9 0'1 fn p w S89'S0'43"E 520.74' . W M HWY R/W CAUTION: HIGHWAY u SETBACK RESTRICTIONS 0 M to NO ACCESS PROHIBIT IMPROVEMENTS, w rn Ni 0 - M SEE SHEET 2. r W) 04 $ MI rSOUTH LINE OF THE SE1/4 a N69'43'44"W 1331.46' w SE CORNER SECTION 28 NOTE: Property owner will be required to make improvements at USH 12 Rodeo Drive intersection when one of the following conditions is met: 1. North Bound (NB) US 12 left turn volume exceeds 200 Passenger Car Equivalents (PCE's) per hour. 2. NB US 12 left turn volume exceeds 2,000 PCE's per day. 3. Rodeo Drive Average Daily Traffic (ADT) exceeds 4,000 PCE's per day. The improvements may include NB dual left turn lanes and/or existing NB left turn storage extension. Cost for such improvements to be assessed against aiii applicable traffic generators at the I Department of Transportation's discretion. Each Parcel shown on this map is subject to State, County and Township laws, rules and regulations (i.e., wetlands, minimum lot size, access to parcel, etc.) Before purchasing or developing any parcel contact the St. Croix County Zoning Office and the Town of Hudson for advice. LEGEND NUMBER DIRECTION DISTANCE FOUND ALUMINUM COUNTY L1 S0071'22"E 66.00' SCALE IN Wdipxvwdoo SECTION CORNER MONUMENT L2 N89'38'38"E 66.28' » L3 S00'36'06"E 77.38' • FOUND 1 OUTSIDE DIAMETER IRON PIPE 'S5'31 "E 66.00' 300 Plannino 7(Gi^^ and Parks Corr ge O SET 1" OUTSIDE DIAMETER BY 18" L4 S89 IRON PIPE, L5 N00'36'06"W 143.88' OEC 2 3 2002 PERGLINE R FOOTWEIGHING 1.13 LBS. L6 S89'38'38"W 132.00' L7 N89'38'38"E 247.56' X- FENCE It not reemea wl0in 3U days of 50' HIGHWAY SETBACK LINE THIS INSTRUMENT DRAFTED BY. BRIANA GFOPSIM ERe approval shall bb ' JOB No. 6179-01 DATE: 10/16/2002 REVISEDul12)'M'9A002 SHEET 1 OF 2 SHEETS `o -7 9 a o S - FILED oao to I q _3_6 4UG 0 4 1998 NK,o Co~Pa csA ~~yygy 584369 V THUINN.WALSH Replster of 0ee _ _YVIdj _ SCCro& Co. THIS INSTRUMENT DRAFTED BY ED FLANUM JOB NO. 97 D Qir~of' / CsM ~%ll9KRy - x w4 0 o • 0 , BEARINGS ARE REFERENCED TO THE 4 EAT LINE OF THE SE14 OF ON 285 ASSUMED TO BEAR/S00 04'34"E rn ~pfl m m 0 C m m nD r- co y x x z x x = r- M 0 0 rn 0 (n U) 00 ;u c: C) Z Z O rN Z0;0 ~r•.a`.1tiJ Z Z O X ryx 1 W. O 0 N~ O 0 D~ Z~ C O co r v _0 2 y -C O C j m D m m0 M On v~ :r ~S 4 G t 1 D~ o v m zo z Corn "r- ;0 ~ z ,i c C rv n O n N r_~ O mZ z~ X m m~ z Z~ a: x m v D > D m v N Irti -n m o m n ;0m m on m m -i x m Im °z h D m MATCH LINE o cn z SEE HEET 2 ~ y ~c~>oo b 0 r' (A C (A moo. NNE o ICA rncn--------- :u m m t-j 2'+/- Cr y (n:V 00 SON O mD+n~ 00 ~ W z ~ND~ N No "m ~ 00 iO yO to P: Q N cD cn D p CQ n 'ej t=j °N(AD N pm c 0000= r m 74 N m t ~7 trj i C) D v 7'+/- ~n°0 it.;!: mom i~ P i o ~y' o~n iy W - to ---'b ~coy o~rri ;b N ~a3B ~w ~y ;0 vv W C/I W(N00'05'12"W, 100.00')18 C~ ~ ~ + S00'09'48"E b 2.74 99.95' cn .41 n 429.90' 48 '"E0529.85' 181.25'N+ b m j , S00'09348 m c~i~ ao m l Lf) Z p ° _N00'37'09"W 348.19' z ° w y m I N ACCESS °o EASEMENT o . I f_Q L. °o z N00'37 0"-W 347.91~ h 00 wu, ;tv ~O N - cn co 0 O N y N i C) - N LAI 0 L4 co II co N ov o X rn cn -n o O x < ° 0 z- iw o N ~~wt P (n 0 T ®m z o ? CO n (A ImW rn 32a $ 6 8 W~ NO Oti' ILOZ' I 346.69' 84.63' ,66'65.oos 9 ° ~ 3,t C,v0.00S N00'05'06"E 431.32' ~~,v to 3„ o y n Ln (A M centerline Pp N00'05'06"E , tiT U.S.H. 72 ~o 00 EAST LINE OF THE J 97.11 = Am ODD SE1/4 OF SECTION 28 VARIABLE V,0 RIGHT-OF-WAY NC:" Z LD> Z:~ hD Z> = 00 gmm ca z N r m 0Z ~ I om L_ _ - - - _ - - Vol.12 Page 3494