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HomeMy WebLinkAbout040-1310-00-012 (2) Wisconsin Department ofCommerce OIL EVALUATION REPORT page 1 of 3 Division of Safety and Buildings oco n ce wit omen 35,WS-. Aden. Code Attach complete site plan pa 1 than 8 x 11 inches in size.Plan must County St.Croix include,but not limited to:vertical orizon p I.D. percent slope,scale ordimensions,north w; d l eares road. Please punt all int nnation. Reviewed D Personal information you provide may be used for seco ary pur&F0j'(Prjao�Lt q:04(1 (m)). 3/e(o Property Owner Property I ocation DCCI Land Planners Inc ST.CROIX COU VY, � NE 1%4 SE 1/4 S 7 T 28 -N R 19 ©n Property Owner's Mailing Address but# Block# Subd.Name or CSM# 1505 HWY 65 12 Meadow Ridge Of Troy city State Zip Code Phone Number oCity []Village • Town Nearest Road New Richmond W1 1 54017 ( ) East Cove Road New Construction UseE Residential/Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPI) Replacement 0 Public or commercial-Describe: — Parent material Loess over glacial till Flood Plain elevation if applicable MA- General comments and recemmendations: �onventional cvctern �) *with several nncontinuous layers, 1",sl,Om,5V414 n n L ❑ Boring# Boring Q��' Q pit Ground surface elev. 928.13 ft. Depth to limiting factor >100 in. Soil lication R Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh. 'Eff#1 '0102 1 0-8 10yr3/2 sil 2msbk dsh as 2f .6 .8 2 8-19 1 4/4 sil 2msbk dsh cw if .6 .8 3 19-32 7.5yr4/4 is Osg dl cv, - .7 1.6 4 32-100 7.5yr6/4 s Osg dl - - .7 1.6 2 Boring# Boring 929.10 >100 ❑ El Pit Ground surface elev. ft. Depth to limiting factor in. EiiNplicatlon Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl? in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff01 I 'Eff12 1 0-8 10yr3/2 sil 2msbk dsh as 2f .6 .8 2 8-33 1 4/4 - sil 2msbk dsh cw If .6 .8 3 33-66 7.5yr4/4 - 1s* Osg dl cw _ .2 .6 4 66-100 7.5yr6/4 - s Osg dl - - .7 1.6 'Effluent#1 =BOD >30:5 220 mg/L and TSS>30:5 150 mg/L 'Effluent#2=BOD <30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature CST Number Thomas C Nelson 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street,New Richmond,WI 9/18/05 715-246-2454 P- P rope Owner- DCCI Land Planners Inc --arcel ID# Page of Pending 2 3 rty --' 3 Boring# Boring 927.11 >100 Pit Ground surface elev. ft. Depth to liming factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 -Etf#2 1 0-8 10yr3/2 - sil 2msbk dsh as 2f 6 .8 2 8-20 l 4/4 - sil 2tnsbk dsh ew if .6 .8 3 20-36 7:5yr5/6 - Is* Osg dl cw - .2 .6 4 36-100 7.5yr6/4 - s Osg dl - - .7 1.6 F-1 Boring# Boring Pit Ground surface elev. ft. Depth to limiting factor in. . .Sal Application-Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Efr#1 *Eft#2 F-1 Boring# Boring Pit Ground surface elev. $. Depth to limiting factor in. . .Soil __ foaftl on-Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDHf? in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1=BODS>30<220 mg/L and TS >30<150 mg/L 'Effluent#2=BODS<30 mg/L and TSS<3 0 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. seD-83MTek M07Mi QCCI LAND PLANNERS, INC. SOIL BORING °,,,�,r • Lot# 12 -MEADOW RIDGE OF TROY ... NE 1/4 OF THE SE 1/4 OF SECTION 17, BENCHMARK • =TOP OF COR IT wr,s i`3$N, R19V1I.�$WN�F TRoY, $i'. • CROIX COUNTY,WISCONSIN. ALT 9EN014MARK —TOP OF CONDUIT �� y ' TOM NELSON CST-Lie.# 2273S7 N NOTE: THE CONTOURS IDEN7Im 1Of° 1Oi' ENYfRONMENTAL 13Y DESIGN ARE_PRIOR TO CONSTRUCTION. 4 CONSTRUCTION GRADING WAS IN 1432 120Th ST. PROCESS DURING SOIL TESTING. . NEW RICHMOND,WI 34017 CONTRACTOR WAY NMD TO _ Ijlfl. #713-24$-2434 DURING IrI FINAL CONTOURS DURIN s G INSTALLATION. aer,r ►•r,a SCAU:IN FEET 1• - ANY aor,r wr,r 1� D ia0 --- -- 92 .81 °S4 » -4. 88) _ 0-•_53-- 924.9 a 926.2 B1 927.11 152-03' 928.1 4 3 ®92$ 8 82 4P934.10 Vi J _mss J - '�