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HomeMy WebLinkAbout040-1068-90-000(20) t i L Depart r�p � kbIL EVA&�►TfA 'EF'ORT #175s .�RPS� 1 1. Safety and in accordance with Comm Is'-ptdrw Code Page 1 of 3 Professional S"Tsl 1 �014 Schmitt Soil Testing,Inc. HU County Attach complete site plan on l(�hlSKY 11 inches in size. Plan must St.Croix include,but not limited to:ve I �®�loffiN�ioint(BM),direction and percent slope,scale or d and location and distance to nearest road. Parcel I.D.O Please print all information. tt D Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). (,(,`y�.� R !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 20 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 F]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) 923& and recommendations: 90,51. Slope is 16%. ❑Boring 1 Boring# ❑Pit Ground surface elev. 90.73 ft. Depth to limiting factor 115+ 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 "EfW 1 0-10 10yr3/3 none sl 2fsbk mvfr gw 1vf 0.6 1.0 2 10-25 10yr3/1 none sl 2msbk mvfr gvv 1vf 0.6 1.0 3 25-33 7.5yr4/4 none sl 2fsbk mfr gw 1vf 0.6 1.0 4 33-47 7.5yr4/6 none gris icsbk mvfr gw 1vf 0.7 1.6 5 47-66 10yr5/6 none grcos Osg ml as ------ 0.7 1.6 6 66-115 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 Boring# ❑Boring Pit Ground surface elev. 91.48 ft. Depth to limiting factor 112+ 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 `Eft#2 1 0-13 10yr3/3 none sl 2mgr mvfr gw 2m,ivf 0.6 1.0 2 13-25 10yr3/1 none A 2fsbk mfr cs lf,ivf 0.6 0.8 3 25-36 10yr4/3 none A 2msbk mfr gw 1vf 0.6 0.8 4 36-43 10yr4/4 none sicl 2fsbk mfr gw ------ 0.4 0.6 5 43-63 7.5yr5/6 none Is Osg ml cs ------ 0.7 1.6 6 63-78 10yr5/6 none Ifs icsbk mvfr as ------ 0.5 1.0 7 78-112 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 Effluent#1 =BODS>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 5/6/2014 715-760-1978 SsD-8330(t.07/00) Property Owner DCa Land Planners Parcel ID# Page_2_of 3 Boring F3 Boring# P8 Ground surface elev. 96.78 ft. Depth to limiting factor 110+ 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 "Eff#2 1 0-6 10yr3/3 none sl 2mgr mvfr Cs lvf 0.6 1.0 2 6-15 7.5yr4/4 none vgris Osg ml Cw 1vf 0.7 1.6 3 15-77 10yr6/4 none s Osg ml as ------ 0.7 1.6 4 77-110 10yr5/6 none grcos Osg ml ---- ------ 0.7 1.6 F ❑Boring 4 Boring# E Pit Ground surface elev. 93.31 ft. Depth to limiting factor 110+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. "Eff#1 "Eff#2 1 0-8 10yr3/3 none sl 2fsbk mvfr gw lvf 0.6 1.0 2 8-18 10yr3/2 none sl 2msbk mvfr gw 1vf 0.6 1.0 3 18-31 10yr3/4 none sl 2msbk mfr gw ivf 0.6 1.0 4 31-42 10yr4/6 none sI 2msbk mvfr gw ivf 0.6 1.0 5 42-69 10yr5/6 none Is Osg ml Cs ------ 0.7 1.6 6 69-110 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 F 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/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=B005<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) Scrlmmt Sol Tesum,Inc. __.. - --- - - ---- -- - -- - --- --- --------------- -- Page 3 of 3 ---� Co> ductec} iy:- - --- Conduetediraw. - -- -------- - ---- - - Schmitt Soil Testing; lnc :_-- —_-__ _.. ___.N?me _- .--_.__..___- DCCILand.Planners— ---- -- -- -- Thomas I Schmitt, CST 227429 Address: 1505 Hwy 65 I�`icbmo�Wl3dOf'T----- -'_--- New Richmond:WI 54Q17 ---- Phone:'715:760-1978 Subdivision: Meadow Valley Of Troy date - - Ql - - - --- LR9aI�ESCKiPt�ORr- 114 �14 �Qrr==v °1.'-- -------- Backhoe Pit Township, County: Troy Townships St.Croix County �Bencft-Mark 1 ET1�a. 0'Top ol-i",eteeTpipe.line W betWreen lots 19 820(895.70') ---_._.-ABench.Nlark-2 E1_-7-02.-18'-Top of I"steQI jApe.--Lhwk-between 1-997. V ----- -- --- Slope 16% — --- -- --- y