The URL can be used to link to this page

Home My WebLink About008-1037-20-100 P~ /6~ . zg/c') Z//-3/V 1487 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations County Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must St. Croix include, but not limited to: vertical and horizontal reference pant (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. /00 008-1037-20-889; ID# 13.28.16.186A io Please print all information. Re B Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 37240-7 Property Owner Property Location Victor Lee Govt. Lot NW 1/4 NE 1/4 S 13 T 28 N R 16 W Property Owner's Mailing Address SLI Block # Subd. Name or CSM# 2684 Pecan Lane PTOprosd CSM City State Zip Code Phone Number Village e Town Woodville W l 54028 715-698-2832 Eau Galle h Ave. & Th Stret 601 New Construction Use: t Residential / Number of bedrooms 4 Code derived rate 600, GPD 1i%i-1 i Sk Replacement Public or commercial - Describe: C-7) Parent material Glacial drift over weathered sandstone bedrock. _ Flood pla elawati le ~f1 na General comments S~ CPOIX and recommendations: Mound system elev. = 98.55' at 12" above 97.55' contour. F1CE OwAG Boring # Boring Pk Ground Surface elev. 97.55 ft. Depth to limiting factor - Sal Application Rate Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 I *Eff#1 *Eff#2 1 0-8 10yr4/3 none sil 2fsbk mvfr as 2f,1m 0.5 0.8 2 8-16 10yr3/4 none sil 2msbk mfi cw 1fm 0.5 0.8 3 16-24 7.5yr4/6 none sl 2msbk dsh cw 1f 0.5 0.9 4 24-44 7.5yr4/6 f2f 7.5yr5/8 sb1S 1 msbk dsh cw - 0.4 0.6 5 44-59 7.5yr5/8 f2f 7.5yr4/6 cl 1 csbk dh - - 0.2 0.3 F2 ]Boring # I Boring e Pit Ground Surface elev. 97.59 ft. Depth to limiting factor 28" in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 *Eff#1 *Eff#2 1 0-9 10yr3/3 none sil 2fsbk mvfr as 2f,1m 0.5 0.8 2 9-14 10yr4/4 none sil 2msbk mfi cw 1fm 0.5 0.8 3 14-28 7.5yr5/8 none gr. sl 2msbk dsh cw if 0.5 0.9 4 28-36 7.5yr4/6 f2f 7.5yr5/8 sl 2msbk dsh cw - 0.5 0.9 5 36-50 7.5yr5/8 f2f5yr5/8 scl 1csbk dh - - 0.2 0.3 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS > <-1 50 mg/L ffl #2 = BODs< 30 mg/L and TSS <.30 mg/L CST Name (Please Print) Sign re: CST Number James K. Thompson F 3602 Address A.C.E. Sal & Site Evaluations a Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, WI 54020 10/19/01 715-248-7767 V property owner Victor Lee Parcel ID # _ 008-1037-20-000, ID# Page 2 of 3 ]Boring # Boring ✓J Pit Ground Surface elev. 94.96 ft. Depth to limiting factor 26" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF *Eff#1 *Eff#2 1 0-8 10yr3/3 none sl 2fsbk mvfr as 2f,lm 0.5 0.8 2 8-15 10yr4/4 none sl 2msbk mfi cw 1fm 0.5 0.8 3 15-26 7.5yr4/6 none sl 2msbk dsh cw 1 f 0.5 0.9 4 26-44 7.5yr4/6 f2f 7.5yr5/8 sl 1 csbk dsh Cw - 0.4 0.6 Fl#4 contains approx. 40% S.S.B.R. fragements. Boring # ' Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate F-1 Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 I - F-1 Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 *Eff#2 * Effluent #1= BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 <_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. 8 33&q I 4:~ 13_ M.: t l a; I in 8,dx e ld c'- &c.e 170 ~ ~Ereet ■ So,/e ✓alua 02 scale: / S1o" qB.D" 1✓rG6'r Lee o{'proloos.o.d c5,.f 1 w n 97o' Sec. 13 7, odC E -A u (04 It 9G o' g~ iAA!~35 ' SL Cro ix Co., . 9so ' ~S~-fz4 4F• 976-Y ~ . kc. 9 7,53-, ~ ■ Q662 63 Parcel 008-1037-20-100 03/29/2007 08:51 PAGE 1 OF 1 F 1 Alt. Parcel 13.28.16.186A-10 008 - TOWN OF EAU GALLE 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 - LEE, VICTOR O & ELIZABETH VICTOR O & ELIZABETH LEE 2684 PECAN LA WOODVILLE WI 54028 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 28.564 Plat: 4222-CSM 15/4222 008/01 SEC 13 T28N R16W PT NW NE (SUB TO FLP Block/Condo Bldg: LOT 01 830/205) NIA CSM 15/4222 LOT 1 28.564AC Tract(s): (Sec-Twn-Rng 401/4 1601/4) 13-28N-16W NW NE Notes: Parcel History: Date Doc # Vol/Page Type 2007 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 07/15/2004 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 27.064 2,700 0 2,700 NO UNDEVELOPED G5 1.500 100 0 100 NO Totals for 2007: General Property 28.564 2,800 0 2,800 Woodland 0.000 0 0 Totals for 2006: General Property 28.564 2,800 0 2,800 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: 04/17/2001 Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 1i n t , 1 9D LI 141 5 n 15 _r C. 47 - 4222 i € t KATHLrEN H. WALSH f k REGISTER OF DEEDS ..s JAN 1 4 ST. CROIX CO WI RECEIVED FOR REHRD 12-20-2001 3:30 PM D(; D COPY FEE: 3.00 RECORDING FEE: 13.00 CERTIFIED SURVEY MAP Victor and Elizabeth Lee Located in the Northwest 1/4 of the Northeast 1/4 of Section 13, T 28 N, R 16 W, Town of Eau Galle, St. Croix County, Wisconsin L_ O__T_ 1, CERTIFIED SURVEY M_ AP VOLUME 15, PAGE 4165 I NORTH QUARTER CORNER 8 88°41'58" E 2843.80' • • • . SECTION 13, T 28 N, R 18 W NORTH LINE NE 1/4 SECTION 13 (FOUND BERNT8EN ALUMINUM CAP). - • S 88°41'56" E 869.25. - 388°41'56" E _ e ® 8 °58'02" E 842.62' 21 NORTHEAST CORNER OWNERS' ADDRESS W s 4O~h AV~NIE CENTERLINE_ _ _ SECTION 13,T28N,R16W 2684 PECAN LANE ~.v'1' / BUILDING SETBACK LINE - (FOUND r IRON PIPE) WOODVE LLE, W1. 54028 I I~ N W rf~' • tai Eyl 100,) Ai W; LOT i 28.564 ACRES OR 1244 238 SQ. FT. ~I I ( INCL. 3 klVIlS p Ai w; i 26.836 ACRES OR 1~j168 996 SQ. FT. W .II N~ I I CEXa Rffl N ( v y N 1~ x r 0- z~ o ~ ~)C C 2 CENTERLINE ) , st} t le 3 O} ~ ' Y, : ,V'~1 SCALE IN FEET P 300' 00 3 3 ;F" 1 876.28' souTH LINr: NW IA. 114 BEARINGS ARE REFERENCED TO THE NORTH N 88°41'31" W 909.78' LINE OF THE NE 1/4 OF SECTION 13, ASSUMED BEARING S 88°41'56" E. UNPW10 IAM LEGEND O Indicates 1 "O.D. x 24" Iron Pipe Set <<~ooooo0000ooooopo0 (Min. Wt. -1.13 Ibs.Ain. R) s oo~'sa`s°oNS'1• °00000°°°p • Found 314" Iron Rod LAURENCE* pp Indicates soil boring ° W. R 132 e * 0 Section Corner Monument RIVER ° (as noted) pp ! , FALLS, o Jo S pp . WI. °°°00 00~ 0 0 oopO°~Uo DATED : October 15, 2001 per This Instrument Drafted by Mark W. Peavey SHEET 1 OF 2F Vol. 15 Page 4222 b'