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Home My WebLink About040-1068-90-000(3) SOIL'iVALUATION REPORT #1742 t ;t' and in accordance with Comm 85,Wis.Adm.Code Page 1 of 3 Professional t$Erv"SzQ Schmitt Soil Testing,Inc. County Attach complete site plan on p ggarro"wand jgji inches in size. Plan must St.Croix include,but not limited to:$6ti rence point(BM),direction and percent slope,scale or location and distance to nearest road. Parcel I.D. a, Please print all information. Dat Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). 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 3 1 Meadow Valley Of Troy City State Zip Code Phone Number City []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 is(Step Trenches) 97.0'& and recommendations: 95.7'. Slope is 7%. i,w D, NA4. 9.3 � [G F-11 Boring# E]Boring Pit Ground surface elev. 100.34 ft. Depth to limiting factor 110+ 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. REff*1 'Eff#2 1 0-11 10yr3/3 none sl 2mgr mvfr Cs 2vf 0.6 1.0 2 11-23 7.5yr4/6 none sicl 2msbk mfr gw 1vf 0.4 0.6 3 23-42 10yr4/4 none sl 2msbk mvfr Cs 1vf 0.6 1.0 4 42-110 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 Boring# ❑Boring Pit Ground surface elev. 99.24 ft. Depth to limiting factor 110+ 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 •Effn 1 0-20 10yr3/2 none sl 2mgr mvfr Cs 2vf 0.6 1.0 2 20-28 10yr4/3 none sil 2fsbk mfr gw lvf 0.6 0.8 3 28-43 7.5yr4/6 none grsl 2msbk mfr gw 1vf 0.6 1.0 4 43-56 7.5yr5/6 none Is icsbk mvfr Cs ------ 0.7 1.6 5 56-110 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=BODS<30 mg/L and TSS S30 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 SBD-8330(R.07/00) i Property Owner DCa Land Planners Parcel ID# Page 2 of 3 ❑Boring t 37 Boring# ®Pit Ground surface elev. 101.94 ft. Depth to limiting factor 108+ 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. I *Eff#1 •Eff#2 1 0-12 10yr3/2 none sl 2mgr mvfr as ivf 0.6 1.0 2 12-20 10yr3/3 none sl 2mcsbk mvfr gw 1vf 0.4 0.7 3 20-32 10yr4/6 none sicl 2msbk mfr gw lvf 0.4 0.6 4 32-42 10yr4/4 none sl 2fsbk mfr gw ivf 0.6 1.0 5 42-48 10yr4/4 c21106/6/6 sl 2fsbk mfr gw 1vf 0.6 1.0 6 48-108 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 r Horizon 5 meets the soil col pr pattern exemption as stated in 385.30(3)(a)2, 1 foot Rule 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/ft-' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Ef1#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 "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(R.07/00) Schmitt Sol Testing,Inc. -- Page 3 of 3 -- Conducted-by.-- Schmitt Soil_Testinjinc ___ -_.. Name. .._ P-CCILand-Plannera___--- Thomas J. Schmitt,;CST 227429 Address: 1505 Hwy 65 --- 1-59-72nrtst.-------- _ -- - ----arty State, -1p.----- -Ne mana;wr:34mr'r _New Richmond W1_4G17 _ __ -------:-- Phone: 715- -1978 Subdivision: Meadow Valley Of Troy Signature_ — --- -lot No --- - - - - — =— __ Le9� !p -----.- -- ---- escr' tion:--�1/4 PR3'114-�1�1f2�AT 1�1-9�K-- Backhoe Pit Township, County: Troy Township,St.Croix County --- Bencfi lfalarTc 1-ET.-i00.0�-'Top of 2"pV pipe.- -- Rench Mack 2--E1.-103,87'-Tap c 2'f%IC piPa- --- - ----- Slope 7% -- - - Qtn - -- - -- ---- - - -- - --- -- ---- -- --- --- --5� O - - ---- PQ i1Ph54�q 2A _ _C.4S W 6r,0V . ---- _ —� �-- ----- --- '' 33' J,t�. _ ___ - ------- -- ,a? C106-3��'