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Home My WebLink About040-1322-01-000 V is cons in SOIL EVALUATION REPORT #1972 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 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,north arrow,and location and distance to nearest road. Parcel I.D. 01-119,— nl Please print all information. Revi ed By Dat Personal information you provide may be used for second aw,s.15.04(1)(m)). �� 7 Property Owner Property Location Tom And Renee Patnode Govt.Lot na NW1 4, SE1/4, S19,T28N, R19W Property Owner's Mailing Address OCT 1 2 2 of# Block# Subd.Name or CSM# 225 Cty Rd F 1 na Troy Overlook City State �ilp Co� CR tRRCVAAtrbbY City Village i Town Nearest Road � ,�/�� Hudson WI 4016 - 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. ❑ Boring M Boring# Pit Ground surface elev. 100.00 ft. Depth to limiting factor 22 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 0-12 10yr3/1 none sil 2msbk mfr cs 1c .6 .8 2 12-22 7.5yr4/4 none sicl 2msbk mfr cs na .4 .6 3 22- 10yr7/4 none =racturec Limestone na na na .0 .0 I ❑ Boring F2jBoring# Pit Ground surface elev. 100.00 ft. Depth to limiting factor 22 in. Soil Application Rate ❑ PP 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 is .6 .8 2 8-22 7.5yr4/4 none sicl 2msbk mfr cs na .4 .6 3 22- 10yr7/4 none =racturec Limestone na na na .0 .0 *Effluent#1 =BOD?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) �—___... Signatur ...-'" 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 SBD-8330(R.07/00) I Property Owner Tom And Renee Patnode Parcel ID# pending / Page 2 of 3 Boring# ❑ Boring ✓ ❑ Pit Ground surface elev. 96.40 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 0-8 10yr3/1 none sil 2msbk mfr Cs 1C .6 .8 2 8-16 7.5yr4/4 none Sid 2msbk mfr Cs na .4 .6 3 16- 10yr7/4 none =racture( Limestone na na na .0 .0 Boring# F1 Boring F-1 r El pit Ground surface elev. ft. Depth to limiting facto 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# ❑ 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 Tom & Renee Patnode 994200 th 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 1 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"=4W =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 (- BI = 100.00 ft B2= 100.00 ft B3 = 96.40 ft B4= 0.00 ft ur Z . 47,` `t /v 4�� --- - - - N 00'41'3 E X2:41 --- - W 014.390 - -- N � - - - - Art WAl •,1 \'; - \ 6 z\\ Z1, I, V264.18' , 1 � I, -- 1 N LOT 13 Y r -,. 22;9#' Ix v % 1 .10,70.._. ` , .. j -_ I r '?3.36'\\ LOT 1z—,i LOT �` I loo N t O PO LOT 10 ,T \ LOT 11_--\ � \\� `' ' ry• 75' / LLI , uo I ova—�— _ _, Lyd . A I \.3 --' '----------------- 144 '700 � �' 79.04 �y EAST 267.84' - - E lH 93 EAST 267.84 OD 162 85.71 O .95' (Z z 126 • `rW. 1 _ d Z. _. - -' � N LOT — \ -- / � ` Ito I , � �, Ln Oo I o tA I ONSERVA1ION E to J I C _ - I 7� Ti I - , ,� _ •s > I PATNODE F T �°