Loading...
HomeMy WebLinkAbout040-1068-90-000(8) a.� �Pa r #1747 Safety and in accordance PORT Page 1 of 3 _ Professional S Schmitt Soil Testing,Inc. t 1 12014 g, County Attach complete site plan o� 11 inches in size. Plan must St.Croix include,but not limited t4: ce oint(BM),direction and percent slope,scale or �i n and distance to nearest road. Parcel Please print all information. vie y D Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). 'rV Z / Property Owner Property Location DCCI Land Planners Govt.Lot NW1/4, NW1/4, S17,T28N,R19W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 1505 Hwy 65 P.O. Box 445 g 1 Meadow Valley Of Troy City State Zip Code Phone Number City [-]Village ❑ Town Nearest Road New Richmond WI 1 54017 1 Troy I East Cove Rd New Construction Use: ❑ Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD ❑Replacement ❑ Public or commercial-Describe: Parent material Outwash Sand Flood plain elevation,if applicable NA ft. General comments Area is suitable for a conventional system with a 0.7 gpd/sgft rate. Possible system elevation for Area 1 is(Step Trenches) 97.4'& and recommendations: 967. Slope is 10%. L" / u�sGG. �duhL � b�� dll�i� Go s�E.1�c,d °fit' F-1-1 Boring# L]Boring Pit Ground surface elev. 100.74 ft. Depth to limiting factor 114+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *EfW 1 0-12 10yr3/1 none sl 2mgr mvfr gW lf,2vf 0.6 1.0 2 12-21 10yr4/6 none vgrlcos Osg ml gw 2vf 0.7 1.6 3 21-38 10yr5/4 none vgrcos Osg ml gw lvf 0.7 1.6 4 38-69 10yr5/6 none Cos Osg ml Cs ------ 0.7 1.6 5 69-114 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 Boring# ❑Boring ©Pit Ground surface elev. 101.33 ft. Depth to limiting factor 115+ 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 *Etf#2 1 0-17 10yr3/1 none sl 2mgr mvfr as 2vf 0.6 1.0 2 17-30 10yr4/4 none Is lcsbk mvfr gw 2vf 0.7 1.6 3 30-36 10yr4/6 none sl 2fsbk mvfr gW 2vf 0.6 1.0 4 36-61 10yr5/6 none Cos Osg ml as ------ 0.7 1.6 5 61-115 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 *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 Thomas J.Schmitt 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,WI 54017 5/5/2014 715-760-1978 ssn-9330(R-07/00) Property Owner DCCI Land Planners Parcel ID# Page 2 of 3 E]Boring Boring# Z Pit Ground surface elev. 102.89 ft. Depth to limiting factor 115+ 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 0-15 10yr3/3 none sl 2mgr mvfr gw 3vf 0.6 1.0 2 15-40 10yr3/1 none I 2fsbk mvfr gw 1vf 0.6 0.8 3 40-54 10yr3/2 none si 2fsbk mvfr gw 1vf 0.6 1.0 4 54-90 10yr5/6 none vgrcos Osg ml as ------ 0.7 1.6 5 90-115 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 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 GPDfft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 F-1 Boring Boring# L 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<_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) Schmitt Soil Testing,Inc. -- - --- - -- ------ - :. _ ........----_.. -- - -- - - — Page 3 of I3 Conducted dIF-or Thomas J. Schmitt, CST 227429 Address: 1505 Hwy 65 - -- - --- --- ---- ------ ---- --- fi59572n :-- City,State,Zi New R>tchmand, 4bi7 Phone: 715 r 60-1978 Subdivision: Meadow Valley Of Troy Signatur iw Lot No. : 8 - - Legal pessription--NW-V4I"W!/4 S17T28N-Rt91 ----- - - ■ Backhoe Pit Township, County_ Troy Township,$t.Croix CountyT _ j Bench Ma EL rk 1 100.00 t' Top of Steel Pipe. S-W Lot corner pipe.' - A$eneh Mark--2-ElA AW-Top ef-4°-Steel-Pipe.-NW-Lot-earner pipe.■(858:781---___ ----------- --- --- --- Slope= 10Q/o Scale 1"=40' - - __-- ----_._.-- --- _._-- - ---- - -- VA - --- - �oT7