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Home My WebLink About026-1097-80-100 (72)2 NVIsconsin SOIL EVALUATION REPORT #1726 Department Of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of Division of Safety and Buildings 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 not limited to: vertical and horizontal reference point (BM), direction and - - - - - - - - - - - - - - - percent slope, scale or dimensions, n harrow, and location and distance to nearest road. Parcel I.D. ` Pending - - - - - - Please Pr ! all r,�F w6 7 r Reviewed By - - Date - Personal information you provide may tie sed for secondary purposes (Privacy aw, s. 15.04 (1) (m)). Property Owner d J U L i o,; I Property Location Stallion Development LLC Govt. Lot na NW1/4, NW114, S34, T30N, R18W Property Owner's Mailing Addre ST. CS~ClIX coot N T p Lot # i Block # Subd. Name or CSM# �}) 1221 130th Ave i-OI�IN^., ; 19 na Riding Meadows r4, City State Zip Code Phone Number - City Village Town Nearest Road New Richmond WI 54017 715-246-5440 Richmond i 120Th 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 drainageways of limestone uplands - Flood plain elevation, if applicable _ na - ft General comments Mound or At grade design, system elevation 101.50ft based on contour line elevation 100.50ft and recommendations FI-1 Boring # Boring � pit Ground surface elev. _ _100_80 ft. Depth to limiting factor 39 - in. Soil Application Rate Horizon Deppth Dom MuConsistence, Boundary Roots GPD/ t2 arntt Color I Re ox Description I Texture I Structure Qu.'Eff#1 -Eff#2 1 0-16 -� 10yr3/1 16-39 10yr4/4 39-84 10yr7/8 none sil 2msbk none sicl 2msbk none imeston(i residuum f P mfr mfr cs cs 1vf na .6 .4 .0 .8 ,6 .0 7 3 I na na na F2113oring # Boring Pit Ground surface elev. 100.80 _ ft. Depth to limiting factor 57 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence' Boundary Roots GPDW in. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. •Eff#1 •Eff#2 1 0-19 10yr3/1 none A 2msbk mfr Cs 1vf .6 .8 2 19-34 10yr4/4 none Sid , 2msbk mfr gw na .4 .6 3 3+57 5yr4/4 none sd 2msbk mfr Cs na .4 .6 4 57-80 10yr7/8 none imestonj residuum na na na .0 .0 --- ' Effluent #1 = BOD 5> 30 < 220 mglL and TSS >30 < 150 mg1L 7 ' Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) ignature 1� CST Number David J. Steel t-�� 248956 Address Steel's Soil Service, Inc. r Date Evaluation Conducted Telephone Number 994 200th St. Baldwin, WI 54002 6127/2005 715-760-0347 Property Owner Stallion Development LLC _— __ Parcel ID # Pen_din-9. Page 2 __of 3 Boring# Boring _ ft. Depth to limiting factor 56 in. Pit Ground surface elev. _ 99.80 _ Sad Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Eff#1 Eff#2 1 0-13 j 10yr3/1 none sil 2msbk mfr Cs 1vf .6 .S 2 13-23 10yr4/4 none sid 2msbk mfr CS na 4 6 3 23-46 5yr4/4 none sd 2msbk mfr gw na .4 .6 4 46-56 7.5yr4/4 none sl/Is om mfr 9W na .2 .6 5 56-83 10yr7/8 none imestom residuum mfr na na .0 .0 Boring # Boring Dth tlimiting fact DPit Ground surface elev. _ ft epo ng or in. Soil Application Rate Horizon Depth Dominant Color + Redox Description in. Munsell Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDW 'Ei •Eff#2 F-1 Boring # Boring Pit Ground surface elev. ft. Depth to limiting factor in Soil Application Rate Horizon Depth Dominant Color in. Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz_ Sh. Consistence: Boundary I Roots GPD/ft2 •Eff#i •Eff#2 1 ' Effluent #1 = BOD,> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = B005 < 30 mg/L and TSS c 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 07100) steel's Soil Service,Inc. a STEEL'S SOIL SERVICE INC. 3 of 3 David J. Steel Stallion Development LLC 994 200' St. CST-POWTSM NW1/4,NW1/4,S34,T30N,R18W Baldwin, W154002 Lic. #248956 Town of Richmond, St. Croix Co. Direct 715-760-0347 Riding Meadows Sub. Lot,19 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 fine the soil test was conducted. Legend N l" = 40' • = Benchmark Ele. 100.00 ft Top of 3/4" pvc pipe • = Alt Benchmark Ele. 100.10 ft Top of 3/4" pvc pipe lJ = Borings Boring Elevations B1= 100.80ft B2 = MOM ft B3 = 99.80 ft B4 = 0.00 ft 9 7-0� 4� Al n� �vr�r r rrr�r v r nr...`rvr 11 v` • `ammVl IV Located in part of Section 34, Township 30 North, Range PRE x 968.8 968.5 I x �n A --- ----- ------ --------------------- --------�----- --------------------------- ---- -- --- ------ - T 2 a — — x 9 13 a s x 982.7 973.2 x = LOT wl FLO or. 978.4 x x 978.E LOT 1 0 LO 4 x 977.2 wo x 972.9 x 979.2 7. 39 acre x x 977.7 L T 5 I