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Home My WebLink About040-1322-12-000 Visconsin SOIL EVALUATION REPORT #1982 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 8Y2 County x 11 inches in size. Plan must 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. Please print all information. Reviewe y Date Personal information you provide mayyv (Priv y Law,s.15.04(1)(m)). 1671716(, Property Owner Property Location Tom And Renee Patnode Govt.Lot na NW1/4, 1/4, S19,T28N, R19W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 225 Cty Rd F NTY 12 na Troy Overlook City Stat Zip d hone Number ❑ City ❑Village Town Nearest Road Hudson WI 715-531-0525 Troy Cty Rd F ❑New Construction Use: ❑ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑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 101.66ft based on contour line elevation 100.00ft. Minimuum 20 inches and recommendations: of ASTM33 mound sand. -- -- �- F-11 Boring# ❑ Boring ❑ pit Ground surface elev. 100.00 ft. Depth to limiting factor 21 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= in. Munsell Qu.Sz.Cont.Color Or.Sz.Sh. 'Eff#1 *Eff#2 1 0-12 10yr3/1 none sil 2msbk mfr cs is .6 .8 2 12-21 10yr4/4 none sicl 2msbk mfr cs ivf .4 .6 3 21- 10yr7/4 none =racturec Limestone na na na .0 .0 ❑ Borin g# ❑ Boring 2 ❑ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 16 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 10yr3/1 none sil 2msbk mfr cs qna .6 .8 2 9-16 10yr4/4 none sicl 2msbk mfr cs .4 .6 3 16- 10yr7/4 none =racturec Limestone na na .0 .0 "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) — Signature: CST Number David J. Steel : 248956 Address Steel's Soil Service Date Evaluation Conducted Telephone Number 994 200th St.Baldwin,WI 54002 10/3/2006 715-760-0347 S13D-8330(R.07/00) Property Owner Tom And Renee Patnode Parcel ID# pending Page 2 of 3 Fil Boring# ❑ Boring ❑ Pit Ground surface elev. 97.40 ft. Depth to limiting factor 23 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 0-14 10yr3/1 none sil 2msbk mfr cs 1c .6 .8 2 14-23 10yr4/4 none sicl 2msbk mfr cs 1c .4 .6 3 23- 10yr7/4 none =racture( Limestone na na na .0 .0 F] 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 F] Boring# ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color I Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell I Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 I *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 Tom & Renee Patnode 994 200th 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 12 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. i 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 BBoring Elevations = 100.00 ft B2= 100.00 ft B3 = 97.40 ft B4= 0.00 ft `33 !� c ',� 13L -7t� a z E- :_AGRI ULTURAL NORTH LINE OF THE NW ; OF THE SE �/ r S 89'22'18" 285.54 w N 00'4793$" E 2.41, - -Y------ --- -_ - �ss.oa' ' �14. MIT g, im A TIT 10 LOTS 264.18 / _ _ \ \ f\ M N LOT 13 �4 JaQ• t ti ' j OD EA �/ \ _ �.�92 222-9, / \\ 130 x ,36'\ \ IDT 12 :t` j- 0) r \ T t��2 � D. \ • c0 - � co \Z O ' N \ -i O N LOT 10 _ co,I 10*0--�-- z 6 \\ {� � �� 3 00' 188.80' ----- 79.04' a-u 44 EAST 267.84' EABLE- -HELL ' LM 3 g3' EAST 267.84' 6�. - -------- ------- co O 85.71�I O 162.95' 19.17 61• ` � ogoj _-I .- In Z z 126 ' IDT cs to co w OD js- K " ice I � ONSERVAnON � l - i 1 �p- I, I