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HomeMy WebLinkAbout024-1032-10-400 (2) V"Isconsin SOIL EVALUATION REPORT #1694 Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buildings Steel's Soil Service, Inc. Attach complete site plan on not less than 8'/ x 11 inches in size. Plan must County P paper St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. - / -~o-~ PI pa" p mall Reviewed By Date nx Personal infonnabon you pro fq~ :44= e m used for eoo es (Priva law, s. 15.04 (1) (m)). ~'a fZ u5 Property Owner Property Location K & D Holdings LTD ° JUL 0 8 200-9 Govt. Lot na SE1/4, SW1/ , S28, T28N, R17W Property Owner's Mailing Lot # Block # Subd. Name or CSM# 15370 Afton Blvd. SO S1 FIN QF UN= 3 na CSM-PCndillg City Mn t City E] Village M Town Nearest Road Afton 55001 651-998-0540 Pleasant Valley 0 j 170Th St ❑ New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD ❑ Replacement ❑ Public or commercial - Describe: na Parent material Low ridges and foot slopes of ground moraines Flood plain elevation, if applicable na ft. General comments Mound design, system elevation 99^59ft based on contour line elevation 9 . and recommendations: p C) F-11 Boring # ❑ Ground surface elev. 98.40 ft. Depth to limiting factor 24 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. 'Eff#1 •Eff#2 1 0-11 10yr3/2 none A 2msbk mfr (S is .6 .8 2 11-24 10yr4/4 none sid 2msbk mfr a na .4 .6 3 24-48 10yr4/4 c2d5yr5/6 scl om mfr na na .0 .0 27 Boring # ® Ground surface elev. 98.40 ft. Depth to limiting factor 17 v'~i n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fts in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. «Eff#1 'Eff#2 1 0-8 10yr3/2 none A 2msbk mfr a 1c .6 .8 2 8-17 10yr4/4 none sicl 2msbk mfr CS na .4 .6 3 17-48 10yr4/4 c2d5yr5jfi sicl om mfr na na .0 .0 water at 24" " Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 s30 mg/L and TSS <_30 mg/L CST Name (Please Print) Signature: CST Number David J. Steel 248956 Address Steel's Soil Service, Inc. Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 6/9/2005 715-760-0347 SBD-8330 (R.07/001 Property Owner K & D Holdings LTD Parcel ID # Pending Page 2 of 3 Fil Boring # ❑ ® Ground surface elev. 97.00 ft. Depth to limiting factor 23 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. *Eff#1 *Eff#2 1 0-11 10yr3/2 none sil 2msbk mfr CS 1c .6 .8 2 11-23 10yr4/4 none sicl 2msbk mfr rs na .4 .6 3 23-48 10yr4/4 c2d5yr5/6 scl om mfr na na .0 .0 i water at 27" ❑ Boring # ❑ Ground surface elev. ft. Depth to limiting factor in, ❑ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfft2 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/ttz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#l *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) Steers soa Service. Inc. STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel K&D Holdings LTD 994 200' St. CST-POWTSM SE1/4,SW1/4,S28,T28N,x17W Baldwin, Wl 54002 Lic. #248956 Town of Pleasant Valley, St. Croix Co. Direct 715-760-0347 CSM Pending Lot, 3 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 ti a the soil test was conducted. Legend N 1" = 40' ♦ = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe < • = Alt Benchmark Ele. 99.90 ft Top of 3/4" pvc pipe / ► = Borings l 5 (v ~Ja 5 Boring Elevations BI= 98.40 ft o r B2 = 98.40 ft j^ B3 = 97.00 ft G B4 = 0.00 ft 2- /76 i RECEIVED E32 6 7 6 2 AUG 2 3 2006 KA,Lr-7 PH GE 5219 ' REGISTER OF DEEDS ST. CROIR Co., WI CERTI FI n S V RVYS RECEIVED FOR RECORD 06/05/2006 03:99Pl1 LOCATED IN PAR OF THE SW1/4 OF THE SW1/4 CERTIFIED SURVEY MAP OF SECTION 8, T28N, R17W, TOWN OF REC FEE: 13.00 COPY FEE : 3.00 PLEASANT V LLEY, ST. CROIX COUNTY, PAGES: 2 WISCONSIN. W1/4 CORNER SECTION 28 oo 0848"W OWNER SURVEYOR K & D HOLDINGS, LTD EDWIN C FLANUM 5370 AFTON BLVD. S. NORTHLAND SURVEYING, INC. AFTON, MN 55001 P.O. BOX 14 - - - - - ROBERTS, WI 54023 I I N69°42'54' W 1312.62' -x- v I 33.p0' 1279.62' I 6 I z NORTH LINE OF THE S1/2 OF THE SW1/4 = I I tu- rn LL I LOT 1 ~ I 8 Ig 12.05 ACRES INC. R/W Z I 8 Q (524,916 SO. FT.) S w I I ® ® 11.75 ACRES EXC. R/W ® (511,716 SQ. FT.) I ' 33 33' 33 QO I N89°42'54"W 1311.96' o 1278.96 4D ~,I 90 - LOT 2 t, Q o p \ 12.04 ACRES INC. R/W w jl a Ip_ z Z \ 1~ (524,650 SQ. FT.) O N 0 to N J W u r 4 II g g; 11.74 ACRES EXC. R/W ? O W I - v I~ w_: w z (511,450 SQ. FT.) I cwj LOT 2 IS SUBJECT TO AN EASEMENT 3 II - I FOR INGRESS AND EGRESS TO LOT 1 I S: N89°42'54W 1311.29' C II'h,' 33.00 1278.29 Z ~1W I QI I t~ LOT 3 I~ 13.39 ACRES INC. R/W 0 °vv I° A (583.451 SO. FT.) ® V /1 ` 13.06 ACRES EXC. RAN j ® U (568.909 SQ. FT.) NORTH LINE OF THE SOUTH 66' OF THE SW1/4 v I al 6 33.00 I...... I............ ~......~I 1 7 66WIDE ACCESS EASEMENT FOR LOT 3 Z c~ I - - - - CENTERLINE OF TRANSMISSION LJNE - - - IR SOUT LINE OF THE SW1/4CENTERLINE OF EXISTING R.-S-x-SW CORNER S81310I SECTION 28 SC LE IN FEET 1200' UmoDL1T7CED ~ ,3, Elm- !SRMNiiiiiiiiia S1/4 CORN200' 0 200' SECTION 28 00 N LEGEND -Z ~ NSA O= X SECTION CORNER POSITIONED FROM -x- EXISTING FENCELINE 39r 6 LL C-) ~ TIES OF ECORD a ¢ o y 50' ROADWAY SETBACK LINE £t µ1,M' s v w 1" O.D. IR N PIPE FOUND g_1487 SOIL TEST FOUND 3 AM R" . a m a co c i Z 3/4" X 18" IRON REBAR SET WEIGHING s WIS Z = 1.50 LBS. PER LINEAR FOOT ® SOIL TEST FROM SOIL LOJ ug O - - - - TESTER'S MAP S+ V co ~ OO 1 _I EASEME T FOR INGRESS & EGRESS THIS INSTRUMENT DRAFTED BY (j KEVIN REED JOB NO. 06-07 DATE 02-03-06 REVISED 05-24-06 SHEET 1 OF 2 SHEETS 1 oft Vol 21 Pz.:1 5219 Parcel 024-1032-10-400 04/18/2007 02:51 PM PAGE 1 OF 1 Alt. Parcel 28.28.17.203D 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 - K & D HOLDINGS LTD K & D HOLDINGS LTD 15370 AFTON BLVD S AFTON MN 55001 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description ` 105 170TH ST SC 0231 BALDWIN-WOODVILLE AREA SP 1700 WITC Legal Description: Acres: 13.390 Plat: 5219-CSM 21-5219 SEC 28 T 28N R17W SW SW CSM 21-5219 LOT Block/Condo Bldg: LOT 03 3 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 28-28N-17W SW SW Notes: Parcel History: Date Doc # Vol/Page Type 06/05/2006 826762 CSM 03/16/2004 756707 2527/152 WD 10/01/2002 692325 1994/20 WD 03/18/1998 575280 1306/519 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