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HomeMy WebLinkAbout040-1068-90-000(10) Depart E gpIL&ALUATIONFREPORT #1749 _ Safety and accordance wl om Adm.Code Page 1 of 3 Professionalg Ce Schmitt Soil Testing,Inc. 12014 County Attach complete site plan. i%.a6dilot less than 8%x 11 inches in size. Plan must St. Croix inGude,but not limited eren ce point(BM),direction and percent slope,scale O 1ffi¢ eM location and distance to nearest road. Parcel I.D. Please print all informattiion. Q Rev' B Dca/t Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). 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 10 1 Meadow Valley Of Troy City State Zip Code Phone Number ❑ City C]Village ❑ Town Nearest Road New Richmond I 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(Step trenches) 106.9'& and recommendations: 1057. Slope is 20%. L- -v ?_0 F-11 Boring# ❑Boring ]Pit Ground surface elev. 106.66 ft. Depth to limiting factor 110+ 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 *Eff#2 1 0-20 10yr3/2 none sl 2mgr mvfr gw 1Vf 0.6 1.0 2 20-29 10yr3/4 none sl 2msbk mfr gw 1vf 0.6 1.0 3 29-40 7.5yr5/6 none grs Osg ml Cs ------ 0.7 1.6 4 40-110 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 2 Boring# ❑Boring Z Pit Ground surface elev. 108.63 ft. Depth to limiting factor 115+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/it' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-12 10yr3/2 none sl 2mgr mvfr Cs 2vf 0.6 1.0 2 12-20 10yr3/4 none grls Osg ml gw 1vf 0.7 1.6 3 20-72 10yr5/6 none Cos Osg ml as ------ 0.7 1.6 4 72-115 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 Effluent#1 =BOD?30<220 mg/L and TSS>30<150 mg/L `Effluent#2=BODS<_30 mg/L and TSS<_30 mg/- 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 $BD-8330(R.07/00) Property Owner DCCI Land Planners Parcel ID Al Page 2 of 3 Boring MBoring# Z Pit Ground surface elev. 110.98 ft. Depth to limiting factor 112+ in. Soil Application Rate Horizon Depth I Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. I *Eff#t -Eff#2 1 0-15 10yr3/3 none sl 2fsbk mfr gw 2vf 0.6 1.0 2 15-32 10yr4/4 none sl 2fsbk mfr gw 2m,1vf 0.6 1.0 3 32-56 10yr5/6 none cos Osg ml as ------ 0.7 1.6 4 56-112 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 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/fts in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#t *Eff#2 ❑Boring F-1 Boring# n 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/ft' 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(R07/00) Schmitt Sofa Testing,Inc. Page 3 of 3 -tedbv: ---- - __-------- ° ConducledY ACCT iand;planner,----------------------_.-- -----Thomas J. Schmitt, CST 227429 Address: 1505 Hwy 6 --':----___._-New_Richmond.-WI-54417.----- ------------ Phone: 715-760-,1978 Subdivision: Meadow Valley Of Troy Lot No. : 10 -- ■ Backhoe Pit' Township, County: Troy Township,St Croix County' A Bench Iwark 1 E1. 100.00' lo_p ofi 1"Steel P1pe.SW Lot corner pipe._(861.25) -- Befaelt�VAarIE 2-E1� of,fig-TOP-O"!-Steel Pipe N1AF te�carrter-pipe.--(863.fl3'r -_- -- ----- — . ------ Slope= 12% - ------ ---- ------ --- — Scale 1"=40' 3 --©v TILL r - = -- -- - - --- --- -- -------- ---- - �- ---- - -'---- -', __ X17' .- -------- - -�-��' -- - - --- '--- ------ ----- 70 d Ir -AREA ----- - - - -- - - - - - ---