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Home My WebLink About040-1068-90-000(6) t1 . '1 #1745 3 Departm n� 6�. �EU54 ►L RATION REPORT Safety and i accordance wi omm 85,Wis.Adm.Code Page 1 of 3 i r= Professional SeAW 1 1 Z Q 14 Schmitt Soil Testing,Inc. �+ �- County Attach—complete site plan o�prg&"x '11 inches in size. Plan must St.Croix include,but not limited to;- l MdTlYoWoij0Lr@f pc�point(BM),direction and parcel I.D.D percent slope,scale or dimensions,north arrow,and locatio5�and distance to nearest road. l, Please print all information.. fie D t Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). �,t�l�.. Property Owner Property Location DCCI Land Planners Govt.Lot NW1/4, NW1/4,S17,T28N, R19W Property Owners Mailing Address Lot# Block# Subd.Name or CSM# 1505 Hwy 65 P.O.Box 445 6 Meadow Valley Of Troy City State Zip Code Phone Number ❑ City []Village ❑ Town Nearest Road New Richmond I WI 1 540171 1 Troy I East Cove Rd New Construction Use: [51 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 853. Slope is 8%. and recommendations: (?JAIF14M S I TC /S �xr s E �N� PaoPos- JP- 7741r Ld --- Boring# Boring � Pit Ground surface elev. 89.59 ft. Depth to limiting factor 110+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 'Eff#2 1 0-13 10yr3/2 none I 2mgr mvfr 7aws ivf 0.6 0.8 2 13-23 7.5yr4/4 none sil 2msbk mfr ivf 0.6 0.8 3 23-30 7.5yr4/6 none grsl 2fsbk mvfr 1vf 0.6 1.0 4 30-48 10yr5/4 none grcos Osg ml ------ 0.7 1.6 5 48-110 10yr6/4 none s Osg m1 ---- ------ 0.7 1.6 2]Boring# L]Boring Ej Pit Ground surface elev. 91.39 ft. Depth to limiting factor 112+ 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 0-10 10yr3/2 none I 2msbk mvfr as 2vf 0.6 0.8 2 10-21 10yr4/4 none scl 2fsbk mfr gw 1vf 0.4 0.6 3 21-40 10yr4/6 none grsl 2msbk mvfr gw ivf 0.6 1.0 4 40-69 10yr5/6 none Is icsbk mvfr cs ------ 0.7 1.6 5 69-112 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 s30 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 SBD-8330(R07/00) Property Owner DCa Land Planners Parcel ID# Page_2_of 3 F Boring 3 Boring# pit Ground surface elev. 89.04 ft. Depth to limiting factor 110+ 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 1 0-14 10yr3/2 none I 2mgr mvfr as lvf 0.6 0.8 2 14-24 10yr4/6 none sid 2fsbk mfr gw lvf 0.4 0.6 3 24-32 7.5yr5/6 none grsl Osg ml gw ------ 0.6 1.0 4 32-110 10yr6/4 none Is 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/ft-' 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/W in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 "Effluent#1=BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<30 mg/-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 Sob Testing,Inc. Page 3 of 3 -- -C -ntuci'eilfiv:- -- - ----- - ConTucfed-For° _Name: . DCCLLand Planners-------- --------- ---- --- Thomas I Schmitt, CST 227429 Address: 1505 Hwv 65 ___ -'f595 72nd St-- ___ _.-- - City,State,Zip -New Richmond,WI X41117 —--- _Neuv--Richmond,-WL540-17 -"- Phone: X15-760-1978 Subdivision: Meadow Valley Of Troy _Lot No. : 6 5ig�ure .r fr f 'Backhoe Pit'; Township, County_ Troy Township,St.Croix County_ - A IBer ch AAark 1 EL 100.0W' Top of 1 --Steen Plpe.Control Pt 3(889.78"). -- A-Benah Mwk-2--E1 t. -of�'--P1/4 pipe. -- -- -- ---- -------- -------- --- Slope= 8% - Scale 11'=40' ------ -- --- f� 1 ter■ \� \ / o' ,. \ \ \ �\ \ o�_� / / ,/, / / /t-�I/� I \ (N V /rte` v / \ \ \ �N\� \.\ .\ \ J / J / lW� 1. /x rX a / / ,' / /MQ�',i 1 I ` \4�1 w 2w / C�3 / U\ \ .c'mcn \ \\ \ \\ \, \� I . 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