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Home My WebLink About040-1068-90-000(22) PAID Department f ��4 #1761 1?. SOIL LUATION PORT Sa d in accordance with Comm 85,Wis.Adm.Code Page 1 of 3 '+h~ � Professional ENT Schmitt Soil Testing,Inc. Attach complete site r not less than 8%x 11 inches in size. Plan must County St.Croix include,but not limit to vertical and horizontal reference point(BM),direction and percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. Please print all information. R iewe D 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 14, S17,T28N,R19W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 1505 Hwy 65 P.O. Box 445 22 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 New Construction lase: ❑ 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 A(pa 1 is 90.9. Slope is I%. and recommendations: . � lr244- Ag It F-1-1 Boring# L]Boring Pit Ground surface elev. 95.17 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. *Eff#1 *Efl#2 1 0-7 10yr3/2 none sl 2mgr mvfr gw 1vf 0.6 1.0 2 7-16 10yr3/1 none I 2fsbk mfr cs 1vf 0.6 0.8 3 16-25 10yr3/4 none A 2fsbk mfr I gw 1vf 0.6 0.8 4 25-38 10yr4/4 none sid 2msbk mfr gw 1Vf 0.4 0.6 5 38-47 10yr4/6 none sl 2msbk mfr gw ------ 0.6 1.0 6 47-60 10yr5/6 none grcos Osg ml gs ------ 0.7 1.6 7 60-108 10yr6/4 I none I s I Osg I ml I ---- ----- 0.7 1.6 F2 Boring# ❑Boring ❑Pit Ground surface elev. 94.55 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 *Eff#2 1 0-14 10yr3/2 none sl 2fsbk mvfr gw ivf 0.6 1.0 2 14-30 10yr3/1 none I 2fsbk mvfr cs 1vf 0.6 0.8 3 30-35 10yr3/4 none sil 2msbk mvfr gw 1vf 0.6 0.8 4 35-49 10yr4/4 none sl 2fsbk mfr gw ------ 0.6 1.0 5 49-58 7.5yr5/6 none grsl 2fsbk mfr gw ------ 0.6 1.0 6 58-70 10yr6/4 none grcos Osg ml as ------ 0.7 1.6 7 70-110 10yr5/6 none Ifs icsbk mvfr ---- ------ 0.5 1.0 *Effluent#1=BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5 s30 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 5/6/2014 715-760-1978 SBD-8330(R.07/00) Property Owner DCCI Land Planners Parcel ID# Page 2 of�. F ❑Boring 3 Boring# Pit Ground surface elev. 95.52 ft. Depth to limiting factor 100+ 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 0-31 10yr3/3 none sl 2fsbk mvfr gw lvf 0.6 1.0 2 31-54 10yr3/1 none A 2fsbk mvfr a lvf 0.6 0.8 3 54-63 10yr3/4 none sil imsbk mfr gw ------ 0.4 0.6 4 63-78 10yr4/4 none Sid imsbk mvfr gw ------ 0.2 0.3 5 78-87 10yr4/4 none Sid imsbk mfr gw ------ 0.2 0.3 6 87-100 7.5yr5/6 none sl imsbk mfr gw ------ 0.4 0.7 F 7 100-120 10yr5/6/4 c2d yr6/6/8 Is lcsbk mvfr ---- - 0.7 1.6 106/6/2 ----- ❑Boring 4 Boring# Pit Ground surface elev. 95.27 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 0-9 10yr3/3 none sl 2mgr mvfr as 1vf 0.6 1.0 2 9-18 10yr3/1 none sl 2fsbk mvfr gw lvf 0.6 1.0 3 18-33 7.5yr5/6 none sl 2msbk mvfr gw ------ 0.6 1.0 4 -115 10yr6/4 none s Osg ml ---- ------ 0.7 1.6 Boring J F-1 Boring# Pit Ground surface elev. 94.52 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. 'Etf#1 'Eff#2 1 0-10 10yr3/1 none sl 2mgr mvfr as lvf 0.6 1.0 2 10-30 10yr3/1 none sil 2msbk mfr gw ivf 0.6 0.8 3 30-34 10yr4/6 none Sil 2fsbk mfr gw 2vf 0.6 0.8 4 34-40 10yr5/6 none gris lcsbk mvfr gw ------ 0.7 1.6 I'I 5 40-112 10yr6/4 none grs Osg ml ---- ------ 0.7 1.6 I I *Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<_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 Soil Testing,Inc. Property Owner DCa Land Planners Parcel ID# Page 3 of_y_ ❑Boring Boring# pit Ground surface elev. 94.47 ft. Depth to limiting factor 115+ 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#1 *Eff#2 1 0-9 10yr3/3 none sl 2mgr mvfr as 1Vf 0.6 1.0 2 9-27 10yr3/1 none sl 2fsbk mvfr gw lvf 0.6 1.0 3 27-41 10yr4/6 none si 2msbk mfr cs ivf 0.6 1.0 4 41-115 10yr5/6 none grs Osg ml ---- ------ 0.7 1.6 ❑Boring ❑ Baring# 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/f? in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 I �I it 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 *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(W07/00) Sdmd Sod Tesdng,Im. ---.---------------- - - Page'v of y -- ' Schmitt Soil Testing, _._-- _ _-.-- _ Name_ -_ _ -- l?CCLLandFlanners__-- -- ---. --- Thomas J. Schmitt,CST 227429 Address. 1505 Hwy 65 ---- - -- gt - — ---- City,State;dip 5401T — New Richmond, WI �4 -17 - - ---- — - ew c mon , Phone: 715-78 Subdivision: Meadow Valley Of Troy, -a fgi*U ZOfNO. . 22 Le ga 1OeSCU ptonr:-N=-fl4�7Wt/481 7 T�f4N RI7w ; ■j Backhoe Pit Township, County: Troy Township,Sr.Croix County ___ Bench lfiarTc'f ET-� �` Top obi"s�eeTpTipe. lTne etween lots 21 >k 22(889.67) - - - ..Bench-ll Rack-2-EL 9 .82' Slope 3% Z- Gina - --- �2 - -- ---__---- - - - -- --- - -- -: ----- -- -- - ---- --- -- �_- 17' Xj C - - - - - - ry -- _- --- f gwv10"n pan m MN — N` -ld 0NIa`d�A0 i IuiIjnsuoa•qlny NISNOOSIM 'AJ.Nnoo xim as 'AOHL J0 NMOJ. 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