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Home My WebLink About040-1322-08-000 (2) --711fiscansln SOIL EVALUATION REPORT #1978 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. O Yo _D '\ Please print all information. Revi d By Date U Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). at /710 Property Owner RECEIVED P operty Location Tom And Renee Patnode G)vt.Lot na NW1/4 E1/4, S19,T28N, R19W Property Owner's Mailing Address Lot# Block# Subd.Namr CSM# 225 Cty Rd F OCT 1 2 2006 8 na Troy Overlook City State Zi Code Phone Number ❑ City [:]Village ❑ Town Nearest Road Hudson WI 0161 C 715 1 �� Troy I 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. MinimuNrn 20 inches and recommendations: of ASTM33 mound sand. F-1-1 g ❑ Boring Borin # ❑, 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 0-8 10yr3/1 none sit 2msbk mfr cs 1vf .6 .8 2 8-16 7.5yr4/4 none sicl 2msbk mfr cs na .4 .6 3 16- 10yr7/4 none :ractu recl Limestone na na na .0 .0 ❑ g E] Boring 2 Borin # ❑ 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 0-8 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8 2 8-16 7.5yr4/4 none sicl 2msbk mfr cs na .4 .6 3 16- 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 Pr t) Si a 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) Property Owner Tom And Renee Patnode Parcel ID# pending Page 2 of 3 Fi-1 Boring# ❑ Boring ./ Pit Ground surface elev. 99.30 ft. Depth to limiting factor 43 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 I *Eff#2 1 0-19 10yr3/1 none sil 2msbk mfr cs is .6 .8 2 19-43 7.5yr4/4 none scl 2msbk mfr cs 1f .4 .6 3 43- 10yr7/4 none --racture( Limestone na na na .0 .0 F-1 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-1 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=BOD5<30 mg/L and TSS a 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 8 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 �'l 57 Boring Elevations BI = 100.00 ft B2= 100.00 ft 8' B3 = 99.30 ft B4= 0.00 ft O I ,n o % —930 UNP.LAM, ( L. �= ZONED': AGRI UL OUThOT 1 --+-- - Q CONSER�A N NORTH LINE. O17 THE NW 4 ry E s 1' 6' ---- _-705.15'---- -- , 0 N 89'42'6 _ - = - - -- - - - - - _ L - ��-9a! \.i -_- - ---.. ----_ -.-- z 13+� ° • Z T IF, L � i SOT 15 I I LOT 14; I I T N 89'59'48"�k % — I 96° CA �. r 3ssr - ---� ao - s T 10 I � \� 001' 0*0 -1 N0'b / x154_66 , z (y// I I ', h .'^ 09 5�• 0/' S`3 00' ^188.80' 0 11 ; ' EAST 26' N 00 ' DLO 8 I 120' p _ - EABLE-1 93' EAST 26' I ; 1110 85.71 Q to 0 1 I _ ---- l 1N SN _,/ - J - ' LOT ;7