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Home My WebLink About002-1047-10-025 (2)Wisconsin SOIL EVALUATION REPORT Department of Commerce in accordance with Comm 85. Wis. Adm. Code Division of Safety and Buildings #1749 Page 1 of 3 Steel's Soil Service, Inc. Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but nct 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 oration. Z iewed By Date Personal information you provide m nvacy Law, s. 15.04 (1) (m))DL - ` M ice. Property Owner b Property Location Briles, Kay N ;) i , innr Govt. Lot na SW114, SW114, S20, T29N, R16W -- - LU Property Owner's Mailing Addre Lot # Block # Subd Name or CSM _ 831 220th St : y,},1, 3 na CSM Penekng Q 5 a`yU City W514002 G lN8t®Kf,�Amber City 'lllage � Town Nearest Road (- Baldwin 715-684-303 Baldwin 220Th St ® New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: na _. — Parent material Ridges and f opes of _ground moraines, pitted glacial drifts Flood plain elevation, if applicable na ft. General comments �M nd design, system elevation 99.50ft, based on contouP fime ele ion 98.50ft and recommendations: Vie,tt� M d6C • D�f 2efl$" ,U� (8C f Boring # C Boring Pit Ground surface elev. 98.80 ft. Depth to limiting factor 36 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft2 in. Munsell Qu Sz. Cor Color Gr. Sz. Sh. •Eff#1 I •Eff#2 1 0-12 10yr3/2 none sil 2msbk mfr cs if .6 .8 2 12-24 10yl none sic] 2msbk mfr cs 1vf .4 .6 3 24-36 5yl none sl 2msbk mfr gw na .6 1.0 4 36-51 5yr4/4 cld 7.5yr5/6 sl om mfr gw na .2 1 .6 5 51-75 5yr4/4 c2d 7.5yr5/6 scI om mfi na na .0 .0 FYI Boring # ❑ Boring 5�! Pit Ground surface elev. 98.80 ft. Depth to limiting factor 2_1. in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Roots GPD1ft= -Eff#1 -Eff#2 1 0-7 10yr3/2 none sil 2msbk mfr cs if .6 .8 2 7-16 10yr4/4 none sicl 2msbk mfr cs 1vf 4 .6 3 16-25 1 5yr4/4 none sl 2msbk mfr gw na .6 1.0 4 25-52 7,5yr4/4 c2d 7.5yr5/6 sI om mfr I gw na .2 .6 5 52-65 5yr4/4 c2d 7.5yrS/6 scl om mfi na na .0 .0 i Effluent #1 = BOD5> 3?_5 220 mg1L and S >30 < 150 mg1L ' Effluent #2 = BODS < 30 mg1L and TSS 30 mg1L CST Name (Please Print) Sibnature CST Number David J. Steel -'�-- 248956 Address Steel's Soil Service, Inc Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 7/14/2005 715-760-0347 snl)-8330 (R.07,vu) Owner Briles, Kay Parcel ID # Pending Boring # Boring Pit Ground surface elev. 97.60 _ ft. Depth to limiting factor 31�. Page 2 of 3 Soil Application Rate Horizon Depth in Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft' •Eff#1 •Eft#2 1 0-9 10yr3/2 none sil 2msbk mfr cs 1f .6 .8 ? 9-20 10yr4/4 none ( sicl 2msbk mfr cs na .4 .6 20-31 31 50 5yr4/4 none sl 2msbk r3s' andstoresiduum mfr G5 I na .6 1.0 7.5yr4/4 c2d 7.5yr5/6 mfr na na .0 .0 F-1 florin # Ll Boring 9 ❑Pit Ground surface elev. ft. Depth to limiting factor � in. Soil Application Rate Horizon Depth in. Dominant Color Redox Description Texture Munsell Qu. Sz. Cont. Color Structure (Consistence Boundary Roots Gr. Sz. Sh. GPDlft' `Eff#t *Eff#2 F-1 Boring # r Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth in. Dominant Color Redox Description Texture Munsell Qu. Sz. Cont. Color Structure Gr. Sz_ Sh. Consistence Boundary Roots GPD/ft' 'Eff#1 -Eff#2 � I Effluent #1 = BODS= 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg1L 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. SBn-8330 (R.07,00) Steel's Sod Service, Inc. STEEL'S SOIL SERVICE INC. David J. Steel Kay Briles 994 200`h St. CST-PDWTSM NW1/4,SW1/4,S20,T29N,RI6W Baldwin, WI 54002 Lic. #248956 Town of Baldwin, St. Croix Co. Direct 715-760-0347 Lot, 3 Pending /ack'�S 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. WP5 I f- 74Zy � Legend I" = 40' Benchmark Ele. 100.00 ft ,/Top of 3/4" pvc pipe *Top Benchmark Ele. 99.90 ft *j Top of 3/4" pvc pipe Borings Boring Elevations B 1 = 98.80 ft B2 = 98.80 ft B3 = 97.60 ft B4 = 0.00 ft S, 3of3