Loading...
HomeMy WebLinkAbout016-1039-50-225 #2101 10pil co, ; , SOIL EVALUATION REPORT PALLD Department of Commerce in accordance with 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 8Yx 11 inches in size. Plan must ECEIVEDCroi 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. Please print all information. Revi B Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Z$ Property Owner Property Location NI G OFFICE Thia Thor & Neng Yang puc,~ Govt. Lot na 30N, R15W Property Owner's Mailing Address Lot Block # Subd. Name or CSM# 3001 Golden Valley Rd 4 na CSM Z - j ~,~-D City State Zip Code Phone Number City Village Town Nearest Road Golden Valley WI 55422 76 _ 2_ 6 Glenwood Z73~ 160Th Ave New Construction Use: [ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: na Parent material Pitted Glacial Drift Flood plain elevation, if applicable na ft. General comments Mound Design, system elevation 101.50ft based on contour line 100.00ft. 18 inches minimuum ASTM Class 33 Mound Sand. and recommendations: Boring # Ll Boring 171 Pit Ground surface elev. 98.50 ft. Depth to limiting factor 18 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistency Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-9 10yr3/2 none sil 2msbk mfr cs if 0.6 0.8 2 9-18 10yr4/4 none sicl 2mbsk mfr cs na .4 .6 3 18-48 5yr4/4 c2d 7.5yr 5/6 sl om na na na .2 .6 I 1 Boring 2 ]Boring# Pit Ground surface elev. 98.50 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 0-8 10yr3/2 none sil 2msbk mfr cs if 0.6 0.8 2 8-18 10yr4/4 none sicl 2mbsk mfr cs na .4 .6 3 18-48 5yr4/4 c2d 7.5yr 5/6 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 < 30 mg/L CST Name (Please Print) Si natu CST Number David J. Steel 248956 Address Steel's Soil Servic Date Evaluation Conducted Telephone Number 1699 150th St New Richmond, WI 5401 5/22/2008 715-760-0347 SBD-8330 (R.07/00) i Property Owner Thia Thor & Neng Yang Parcel ID # Pending Page 2 of 3 Boring 3 ] F ✓ Boring # - Pit Ground surface elev. 100.00 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 0-9 10yr3/2 none sil 2msbk mfr cs if 0.6 0.8 2 9-18 10yr4/4 none sicl 2mbsk mfr cs na .4 .6 3 18-48 5yr4/4 c2d 7.5yr 5/6 sl om na na na .2 .6 Boring # Boring - 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/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring F-1 Boring # 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/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 Thai Thor & Neng Yang, Pa Lee & Nhia Doua Y1699 150th St. CST-POWTSM NE1/4,NW1/4,S18,T30N,R15W New Richmond, WI 54017 Lic. #248956 Town of Glenwood, St. Croix Co. Direct 715-760-0347 CSM Lot 4 Fax 715-246-0318 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 El 100.00 ft Top of 3/4" pvc pipe = Borings Boring Elevations B 1 = 98.50 ft B = 98. Av B3 = 100.00 ft B4 = 0.00 ft G5 ~ 51 f ~ J 1 / -~41 1 O~ C Parcel 016-1039-50-225 08/21/2012 12:02 PM PAGE 1 OF 1 Alt. Parcel 18.30.15.288B-25 016 - TOWN OF GLENWOOD ST. CROIX COUNTY, WISCONSIN Current OX Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units 08/12/2008 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - THOR, THAI & NENG YANG THAI & NENG YANG THOR 2323 MARSHALL ST NE MINNEAPOLIS MN 55418 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description 2739 160TH AVE SC 2198 SCH DIST GLENWOOD CITY SP 8020 UPPER WILLOW REHAB DIST SP 1700 WITC Legal Description: Acres: 13.220 Plat: 5550-CSM 23-5550 016-2008 SEC 18 T30N R15W PT NE NW FKA CSM Block/Condo Bldg: LOT 04 16/4398 LOT 2 (18.220AC) NKA CSM 23-5550 LOT 4 (13.22 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) 18-30N-15W NE NW Notes: Parcel History: Date Doc # Vol/Page Type 01/16/2009 886810 WD 08/12/2008 879968 23/5550 CSM 11/27/2002 700329 2064/151 WD 10/11/2002 693727 16/4398 CSM more... 2012 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 06/07/2011 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 13.220 2,500 0 2,500 NO Totals for 2012: General Property 13.220 2,500 0 2,500 Woodland 0.000 0 0 Totals for 2011: General Property 13.220 2,500 0 2,500 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 ! 111111 I11C!''~ ;''!I IICCI 1111111111111111111 CIIC e 9 2 879968 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIv CO., WI CERTI FI EL'i SURVEY MAP RECEIVED FOR RECORD LOCATED IN PART OF THE NE1 /4 OF THE NW7 /4 08/12/2008 04:30PM OF SECTION 18, T30N, RI SW, TOWN OF CERTIFIED SURVEY MAP VOL: 23 PACE: 5550 OLENWOOD, ST. CRODC COUNTY, WISCONSIN; REC FEE: 13.00 BEING LOT 2 OF CERTIFIED SURVEY MAP COPY FEE: 3.00 RECORDED IN VOLUME 16, P^QE 4398. PAGES: 2 NW ORNER TN1 /4 CORNER Ct~~E `a 7 SOTH_ AVENS E NORTH LINE OF THE Nw114 - (N90°OCOWE 997 3sr) - 3`E~110N 18 58.78' CENTERLIN E NSS°46'32"E 57.28' 380. 217.211. 33.ar 380.00' TOP OF I-O.D. IRON T ELEVATION = t 6N88°46'32'E 597.31' SOIL TEST SM #1 TOP OF 1/2" O.D. IRON PE OWNER ATION - 1209.12 40THAI THOR AND NENO YANG L TEST BM Nt2 - 1 PA LEE AND NI-NA DOUA YANG A SURVEYOR rEDVWIN C FLANUM fLt~T 3 _ Q I f NORTHLAND SURVEYING, INC. S to 411 1 NI P.O. BOX 152 , a $ u V I AMERY, YVI 54001 r) 5.00 ACRES INC. RtW .JI 217,600 SCI. FT. I ;j 4.71 ACRES EXC. R/W ! - N 205,260 SQ. FT. I 0 i ~u t- ~I 1 ~ ~ ~ ~~y1 1 of o Pi al(y~~,~I m _ m LL g [ I I I L°S I cV S8~4B'3^'1IY 380.ar N. @561 V_ °i v q ' _ L4T 4 n THE OWNER OFTHIS PLATTED PROPERTY O Z Z 13.22 ACRES INC. R/W MAY HAVE LAND USE RN3HTS TO THE 575,679 SO. FT_ EXISTING FENCE CONTACT AN ATTORNEY OR THE ADJOINING LAND 13.05 ACRES EXC. R/W Z OWNER BEFORE REMOVMIG FENCE. 568,508 SQ. FT_ LEGEND 83 ALUMINUM COUNTY SECTION CORNER MONUMENT FOUND RECEIVED ♦%%111111,, © 1" STEEL. SURVEY MARKER FOUND t"O.D. IRON PIPE FOUND^~ _ EDWIN C. 1 Z SE P p 3/4X 18" IRON REBAR SET WE113HWG S-2487 _ _ 1.50 LBS. PER LINEAR FOOT 1 WISCa SIN At- X X EXISTING FENCELINE ST. CROIX COUNTY % 5o ROADWAY SETBACK LINE SURVEYOR'S RECORD , sURV 00D A ~Q SOIL TEST FSI, E NE IS 5.0't SOUTH GJ ' 1 ' OF LOT CORNER LL ( ) PREVIOUSLY RECORDED DATA SOUTH LINE OF THE NEI14 OF THE NW114 fff PROPOSED DRIVEWAY SS4r I'32"W 598.45' O SCALE IN FEET I" - 160' (Nes '~'1M III ° [[.Qr'CD ~J -MiniiiiiiiFow 160 O 160 THIS INSTRUMENT DRAFTED BY MICHAEL ERICKSON S114 CORNER - qC.%ND. 08-.M DATE 7-14.08 SHEET 1 OF 2 SHEETS SECTION 18 Vol. 23 Pace 5550