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Home My WebLink About024-1032-10-200 A ' rnr ~t~t~IV ~ J SOIL EV UATION REPORT #1840 1044xmsin Department of Commerce in accordan Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not less than 8% x 11 inches i ize. us County St. Croix include, but not limited to: vertical and horizontal reference point (B irecti a _ percent slope, scale or dimensions, north arrow, and location and dista to ne road. Parcel I.D. Please rint ReG OD Reviewed Date 7 Q Personal information you provide ma be used for secondary purposes (Pri cy Law, s. 15.04 (1) (m)). IV-71 (110 Property Owner APR ®3 Property Location K & D Holdings LTD Govt. Lot na SW /4, S /4, 28, T28N, R1 7W Property Owner's Mailing Address ST. CROIX COUNTY Lot # Block # Subd. Name or SM# 15370 Afton Blvd. SO % na CSM Rending City Sta a ip Code Phone Number ❑ City ❑ Village ❑ Town Nearest Road Afton mn 55001 651-998-0540 Pleasant Valley 170 Th St ❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: 600 Parent material Low ridges and foot slopes of ground moraines Flood plain elevation, if applicable na ft. General comments Mound design, system elevation 99.1 Oft based on contour line elevation 97.60ft. and recommendations: F 1-1 Boring # ❑ Ground surface elev. 97.60 ft. Depth to limiting factor 18 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Ef1#1 •Eff#2 1 0-12 10yr3/2 none sil 2msbk mfr cs if .6 .8 2 12-18 7.5yr4/4 none sicl 2msbk mfr cs na .4 .6 nk~ /t 3 18-24 7.5yr4/4 c2d5yr5/6 sicl om na na na .0 .0 Boring # ❑ Ground surface elev. 97.60 ft. Depth to limiting factor 18 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 I 1 0-12 10yr3/2 none sil 2msbk mfr cs if .6 .8 +(p 2 12-18 7.5yr4/4 none sicl 2msbk mfr cs na .4 .6 3 18-24 7.5yr4/4 c2d5yr5/6 sl om na na na .2 .6 " Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS s.30 mg/L CST Name (Please Print) " Sittnature: CST Number 1❑~ 248956 David J. Steel Date Evaluation Conducted Telephone Number Address Steel's Soil Service 994 200th St. Baldwin, WI 54002 4/1/2006 715-760-0347 SBD-8330 (R.07/00) Property Owner K & D Holdings LTD Parcel ID # Pending Page 2 of 3 • F Boring # Z, Ground surface elev. 95.00 ft. Depth to limiting factor 18 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 0-12 10yr3/2 none sil 2msbk mfr cs if .6 .8 2 12-18 7.5yr4/4 none Sid 2msbk mfr cs na .4 .6 3 18-24 7.5yr4/4 c2d5yr5/6 sl om na na na .2 .6 I I ❑ Boring # ❑ Ground surface elev. 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 ❑ Boring # ❑ Ground surface elev. 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 " Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BODS < 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 (R.07/00) Steel's Soil Service STEEL'S SOIL SERVICE 3 of 3 David J. Steel K & D Holdings LTD 994200 th St. CST-POWTSM SW1/4,SW1/4,S28,T28N,R17W Baldwin, WI 54002 Lic. #248956 Town of Pleasant Valley, St Croix Co. Direct 715-760-0347 Lot, 1 Fax 715-684-3449 This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of this test may or may not be as shown, as permanent lot lines were not established at the time the soil test was conducted. Legend N 1" = 40' = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 99.80 ft 70 ❑ Top of 3/4" pvc pipe Borings Boring Elevations r BI = 97.60 ft o~ B2 = 97.60 ft B3 = 95.00 ft B4 = \ 0.00 ft lGS, ~ 60~~ L'U XLYP 67) ` ~r ~v 13-7r 77, ~Nv S 6 1101-4 /a RECEIVED AUG 826762 G 2 3 2006 xOL PH GE 5219 REGISTER OF DEEDS ST. CROIX CO. MI CERTI FI S V RVEyS' RECEIVED FOR RECORD 06/05/2006 03:06PM LOCATED IN PAR OF THE SW1/4 OF THE SW1/4 CERTIFIED SURVEY MAP OF SECTION 8, T28N, RI 7W, TOWN OF REP FEE: 33.00 COPY FEE : 3.00 PLEASANT V LLEY, ST. CROIX COUNTY, PAGES: 2 WISCONSIN. W1/4 CORNER ' SECTION 28 I 0o 06"k OWNER SURVEYOR K & D HOLDINGS, LTD EDWIN C FLANUM I I 5370 AFTON BLVD. S. NORTHLAND SURVEYING, INC. I IT MG~J[p[~Gp~r4CED LL Hpo AFTON, MN 55001 P.O. BOX 14 I I - - - ROBERTS, WI 54023 1 N89°42'54W 1312.62' -x-i"--x- I-T 1 33.Q0' 1279.62' g I V) NORTH LINE OF THE S1/2 OF THE SW1/a i; t5 o f I :Ivy LOT I 8 g 12.05 ACRES INC. R/W I g l (524,916 SQ. FT.) g 1 1 ® ® 11.75 ACRES EXC. R/W 1 ® (511,716 SQ. FT.) 1 ; 133 33' 33.9G N89°42'54"W 1311.96' ♦ 1278.96 4D I F so.OuLu LOT 2 LL n C/3 ° (524,650 SQ. FT.) M lY jl [000' 0: ¢ 12.04 ACRES WC. R/W w q* w 11.74 ACRES EXC. R/W Z ° W ~w 511,450 SQ. FT.) c.1 LOT 2 IS SUBJECT TO AN EASEMENT FOR INGRESS AND EGRESS TO LOT 1 cf) O N89°42'54W 1311.29' 33.1278.29 Z 11 a 1175 1W 1 ~ LOT 3 .°On 18 13.39 ACRES INC. R/W (583.451 SO. FT.) Un! v v ® I 1 13.06 ACRES EXC. R/W 1 i I ® (568,909 SQ. FT.) k-I NORTH LINE OF THE SOUTH 66' OF THE SW1/4 °S I 6' . . 33.00' 1 77 66' WIDE ACCESS EASEMENT FOR LOT 3 m I i e CENTERLINE OF TRANSMISSION LINE a AC - - - SW CORNER SOUTH LINE OF THE SW1/4 CENTERLINE OF EXISTING DRIVE-' "-x x S89°19'19"E 1 SECTION 28 SC LE IN FEET 1" = 200' 1310.4 ' N Sl/4 CORNER 200' 0 200' SECTION 28 00 ~\UIININIIHM/fy~~~~y~' ° in LEG ND ¢ SECTION CORNER POSITIONED FROM -•-x- EXISTING FENCELINE rc~ a c X X TIES OF ECORD 50' ROADWAY SETBACK LINE AI uM w w 0 1" O.D. IR N PIPE FOUND S-2t and U 1- ♦ SOIL TEST FOUND 3 AMa c i z 3/4^ X 18° IRON REBAR SET WEIGHING '~o gs .50 LBS. PER LINEAR FOOT ® SOIL TEST FROM SOIL Z: w M 0 1 i4;;~ I-0 TESTER'S MAP Oto ' m 0 I 1 EASEME T FOR INGRESS & EGRESS , THIS INSTRUMENT DRAFTED BY ' KEVIN REED JOB NO. 06-07 - DATE 02-03-06 REVISED 05-24-06 SHEET 1 OF 2 SHEETS 1 of 2 Vol 21 Pa. 5219 I IF . 1 PM Parcel 024-1032-10-200 04/18/2007 02:46 PAGE 1OF 1 Alt. Parcel 28.28.17.203B 024 - TOWN OF PLEASANT VALLEY Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 07/19/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - KUMMER, JOHN D & KATHLEEN L JOHN D & KATHLEEN L KUMMER 12200 POINT DOUGLAS DR S HASTINGS MN 55033 Districts: SC = School SP = Special Property Address(es): * = Primary Type Dist # Description * 123 170TH ST SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 12.050 Plat: 5219-CSM 21-5219 SEC 28 T 28N R17W SW SW CSM 21-5219 LOT Block/Condo Bldg: LOT 01 1 Tract(s): (Sec-Twn-Rng 40 1 /4 160 1/4) 28-28N-17W SW SW Notes: Parcel History: Date Doc # Vol/Page Type 02/26/2007 845359 WD 06/05/2006 826762 CSM 03/16/2004 756707 2527/152 WD 10/01/2002 692325 1994/20 WD more... 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 07/19/2006 Description Class Acres Land Improve Total State Reason Totals for 2007: General Property 0.000 0 0 0 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