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Home My WebLink About040-1322-03-000 (2) �1V sin SOIL EVALUATION REPORT #1974 Department of Commerce in accordance with Comm 85,Wis.Adm.Code age 1 of 3 Division of Safety and Buildings Steel's Soil Service Attach complete site plan on paper not less than 8Y2 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,north arrow,and location and distance to nearest road. Parcel I.D. O(l �� Please print all information. Rev' ed BY4/ Date Personal information you provide may be used fo „geg(Priva Law,s.15.04(1)(m)). P Property Owner Property Location Tom And Renee Patnode Govt.Lot na NW /4, SE1/4, S19,T28N, R19W Property Owner's Mailing Address t }t 1 L-Uj Lot# Block# Subd.Name or CSM# 225 Ct Rd F Y 3 na Troy Overlook City State ip Cade C umber n City []Village ] Town Nearest Road Hudson i WI 1 540 - 31-0525 Troy Cty Rd F New Construction Use: Z Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD El Replacement ❑ Public or commercial-Describe: na Parent material Limestone uplands covered by glacial till Flood plain elevation,if applicable na ft. General comments Mound design, system elevation 101.41ft based on contour line elevation 100.00ft. Minimuum 17 inches and recommendations: of ASTM33 mound sand. F 1-1 Boring# Ground surface elev. 100.00 ft. Depth to limiting factor 19 ✓in. 0 p 9 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 0-10 10yr3/1 none sil 2msbk mfr cs if .6 .8 2 10-19 7.5yr4/4 none sicl 2msbk mfr cs na .4 .6 3 19- 10yr7/4 none =racturec Limestone na na na .0 .0 Fi-1 Boring# Z Ground surface elev. 100.00 ft. Depth to limiting factor 40 ✓ 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 10yr3/1 none sil 2msbk mfr cs if .6 .8 2 8-12 10yr4/4 none sil 2msbk mfr gw na .6 .8 3 12-27 7.5yr4/4 none sicl 2msbk mfr cs na .4 .6 4 27-40 5yr7/2 none sl 2msbk mfr gw na .6 1.0 5 40- 10yr7/4 none Fractured limestone na na na .0 .0 "Effluent#1 =BOD5>30<220 mg/L and TSS>30<150 m /L *Effluent#2=BOD5<.30 mg/L and TSS S.30 mg/L CST Name(Please Print) Sig atur : CST Number David J.Steel lj 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St.Baldwin,WI 54002 10/3/2006 715-760-0347 SBD-8330(R.07/00) Property owner Tom And Renee Patnode Parcel ID# pending Page 2 of 3 Boring# ❑ 1/ ❑ Ground surface elev. 97.00 ft. Depth to limiting factor 23 in. Soil Application Rate i Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft i p P rY in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 -Eff#2 1 0-7 10yr3/1 none sil 2msbk dfr cs ivf .6 .8 2 7-23 10yr4/4 none sicl 2msbk mfr cs na .4 .6 3 23-31 10yr7/8 none =racturec Sandstone na cs na .2 .6 4 31- 10yr7/2 c2d 7.5yr5/6 andston Residuum na na na .0 .0 F-1 Boring# El Ground surface elev. ft. Depth to limiting factor in. El Ground 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 I *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=BOD5<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 Tom & Renee Patnode 994 200t' St. CST-POWTSM Nw1/4,SE1/4,S19,T28N,R19w Baldwin, WI 54002 Lic. #248956 Town of Troy,St Croix Co. Direct 715-760-0347 Troy Overlook, 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 time the soil test was conducted. Legend N 1"=40' =Benchmark Ele. 100.00 ft Top of 3/4"pvc pipe • =Alt Benchmark Ele. 100.00 ft Top of 3/4"pvc pipe Borings Boring Elevations B1 = 100.00 ft B2= 100.00 ft B3 = 97.00 ft 1 v B4= 0.00 ft I��ti X33 i t f r �GV C� /� f ZO ICED: A�GRI ULTURAL ' I NORTH LINE OF TANW 4 OF THE SE 1/4'S 89'22' __--- w N 00'47'3$` E 2.41',, , f 1_ _ -- -- c66.00' - WEABLE— 950- 1 0 D 264.18' 0• \\` 1 I-� -- - - LOT 1 r W f ' 00 lb 2224 ,7030 X3.36`\ \ IAT 2- ;64 0! T VA I , \ co ICO \ I O r_ LOT 10 ` \ I, i � N � � o �* I LOT 11_ --- \ , I : 79.04 i .3 l` 1 • 44 00' 88.80' EAST 267.84' i -- � ^� x•02• - - P EABLE HILL k, ro 93 l EAST 267.84' .� o -- 1-,Z ------ ----- — - - � O 1212.95 1 7 85.71 6 • � Qy -.r go --I I Z. .6 /A --- _-; N L1✓ tea# \\ , i O �/ X - I 1 i+� E �1 N CONSERVATION __ E 747 LOIT 1 X :