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Home My WebLink About040-1322-07-000 (2) sco sfn SOIL EVALUATION REPORT #1977 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. 0 Please print all information. Rev' ed By Dat Personal information you provide may cy Law,s.15.04(1)(m)). 11 7 b Property Owner R E G.LE 1.1V LE 0 Property Location Tom And Renee Patnode Govt.Lot na NW1 4, SE1/4, S19,T28N, R19W Property Owner's Mailing Address OCT 1 2 2006 Lot# Block# Subd.Name or GSM# 225 Cty Rd F 7 na Troy Overlook City St to Zij$Lc0R0l)PC MRWber ❑ City ❑Village ❑ Town Nearest Road Hudson - - Troy Cty Rd F ❑New Construction Use: ❑ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑Replacement ❑ Public or commercial-Describe: na Parent material Limestone uplands covered by glacial till Flood plain elevation,if applicable na ft. General comments Mound design, system elevation 10 00ft based on contour line elevation 100.00ft. Minimum l'$inches and recommendations: of ASTM33 mound sand. �Z 7 Fi-I Boring# E] Boring ❑ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 19 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 lvf .6 .8 2 8-19 7.5yr4/4 none Sid 2msbk mfr cs na .4 .6 3 19- 10yr7/4 none =racturecl Limestone na na na .0 .0 E] Boring 2 Borin g# ❑ Pit Ground surface elev. 100.00 ft. Depth to limiting factor 19 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 lvf .6 .8 2 8-19 7.5yr4/4 none Sid 2msbk mfr Cs na .4 .6 3 19- 10yr7/4 none =racturec Limestone na na na .0 .0 77— *Effluent#1 =BOD?30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5 s30 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 SBD-8330(R.07/00) Property Owner Tom And Renee Patnode Parcel ID# pending Page 2_of 3 Fil Z Boring# ❑ Boring Pit Ground surface elev. 98.30 ft. Depth to limiting factor 24 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 2c .6 .8 2 19-24 10yr4/4 none Sid 2msbk mfr gw 1c .4 .6 3 24- 10yr7/4 none =racture( Limestone na na na .0 .0 F-1 Boring# E]El❑ 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 'Eft#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 994 200" St. CST-POWTSM NWl/4,SE1/4,S19,T28N,R19W Baldwin, WI 54002 Lic. #248956 Town of Troy, St Croix Co. Direct 715-760-0347 Troy Overlook, Lot 7 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 BI = 100.00 ft B2= 100.00 ft 6 B3 = 98.30 ft l B4= 0.00 ft 3� 2� �1 wy 27 kr I v 71 f -.1612 sip { g6 I to 00 , f _ 5 _ , 04 �s '•_. LOT 10 0 Ik -� I O1" / 54.66 • z o 77 In 7. 80 188. ' 0 c /I -(------------- ---- ts' I • + 8 N EAST 267.84 i •�, 1120' c�(AD — — — E EAST 267.84' OD co 1 6ti -- ------ 85.71 D LC) �D 62.95 J I v , l ` QD o LOT%'7 �o oNSERVA71 I - -�- - --- - - 4 - G � /61 ti / ', ' -9 60 � , 960— Arm ,� p