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HomeMy WebLinkAbout040-1068-90-000(18) 0944 y.. Il� i YF '., Departure EV AL ►f 110 PORT #1757 �� Safety and - Page 1 of 3 r in accordance with Comm 85,Wis.Adm.Code f _ �' Professional Se - - -- Schmitt soil Testing,Inc. - X% 1 120'14 P' County Attach complete site plan on paoi:niap# inches in size. Plan must St.Croix include,but not limited to:M"* ppo_int(BM),direction and percent slope,scale or dimensions,no AhTand distance to nearest road. Parcel I.D. O v � Please print all information. Reviewed y Date 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 18 Meadow Valley Of Troy City State Zip Code Phone Number ity []Village ❑ Town Nearest Road New Richmond WI 54017 1 1 Troy I East Cove Rd Z]New Construction Use: Z Residential/Number of bedrooms 4 Code derived design flow rate 600 GPD F]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)94.5'& and recommendations: 94,0'. Slo is 7%. S 64 - P Q f77,e6- Lip- 01 " 41S7 Z4?& -- sue" F-11 Boring# L]Boring ❑pit Ground surface elev. 98.68 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 0-11 10yr3/2 none 1 2mgr mvfr as 1vf 0.6 0.8 2 11-22 10yr5/4 none sil 2fsbk mvfr gw ivf 0.6 0.8 3 22-34 10yr4/6 none sl 2msbk mfr gw Vf 0.6 1.0 4 34-59 10yr5/4 none grs Osg ml as ------ 0.7 1.6 5 59-115 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 2]Boring# ❑Boring ❑Pit Ground surface elev. 96.76 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 *E02 1 0-10 10yr3/3 none I 2mgr mvfr gw ivf 0.6 0.8 2 10-26 10yr3/3 none A 2fsbk mvfr gw 1vf 0.6 0.8 F 53 26-42 10yr4/4 none sil 2fsbk mvfr gw ivf 0.6 0.8 4 42-51 7.5yr5/6 none grls lcsbk mvfr gw ------ 0.7 1.6 51-86 10yr5/6 none grs Osg ml as ------ 0.7 1.6 6 86-112 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 T__1 - i- *Effluent#1 =BOD?30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<30 mg/L and TSS s.30 mg/L CST Name(Please Print) Signat ems• CST Number Thomas J. Schmitt /a +�..� 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(K07/00) Property Owner DCt1 Land Planners Parcel ID# Page 2 of 3 ❑Boring Fil Boring# Pit Ground surface elev. 99.41 ft. Depth to limiting factor 112+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fN in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *EfW2 1 0-10 10yr3/2 none I 2mgr mvfr Cs ivf 0.6 0.8 2 10-18 10yr4/4 none A 2fsbk mvfr gw 1vf 0.6 0.8 3 18-24 7.5yr4/6 none grsl 2msbk mvfr gw 1vf 0.6 1.0 4 24-39 7.5yr5/6 none grcos Osg ml gw ------ 0.7 1.6 5 39-56 10yr5/6 none grs Osg mi as ------ 0.7 1.6 6 56-112 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 GPD/fe in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#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(8.07100) Schmitt Soil Testing,Inc. - Page 3 of ------ -- Schmitt Soil Testing,Inc --- --- - - Name;. - _ . -- - Thomas J. Schmitt,CST 227429 Address: 1505 Hwy 65 -___-- -------Crty,-Stag;_Zip: --New R c n-monk;W 540TT ------ -- -----New Richmond:WI_64Q1 __ ------ _- -- ------ Phone:'715- 60-1978 Subdivision: Meadow Valley Of Troy, ~-_ signature ` ... - - _-totl�lo: . --- ---- As - - - - ---- -- - tlon�- I�?Y114.111451� 2i1A> 1vK- ----- ■Backhoe Pit Township,)County:" Troy Township,St.Croix County --- nafi-IllfarTc�> lU�i�6' )fop©f 3"Pvc�ipe k-2t1.-99_jW.Topof-�"P�l�Pips— --- - - Slope 7% -- --� - - -- - - 77-q _T- -