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i Professional Sere' S Schmitt Soil Testing,Inc.
Ai 112014
County
Attach complete site plan on pa r U 1 inches in size. Plan must St.Croix
include,but not limited to:verti�sl r nee point(BM),direction and parcel I.D.
percent slope,scale or dif,¢! MIJIN1&M @ h&AWNIV and distance to nearest road. 0
Please print all information. R view y _ Dat
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Z
Property Owner Property Location If
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 17 1 Meadow Valley Of Troy
City State Zip Code Phone Number City []Village Town Nearest Road
New Richmond I WI 1 54017 Troy 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 937 Slope is 2°k.
and recommendations:
F-11 Boring# ❑Boring
Pit Ground surface elev. 98.18 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 0-19 10yr3/2 none sit 2fsbk mvfr cs ivf 0.6 0.8
2 19-29 10yr3/4 none sit 2msbk mfr gw ivf 0.6 0.8
3 29-40 10yr4/4 none sl 2msbk mfr gw ivf 0.6 1.0
4 40-59 10yr5/6 none grcos Osg ml as ------ 1 0.7 1.6
5 59-115 10yr6/4 none s Osg ml ---- ------ 0.7 1.6
Z, Boring#
F
❑Boring
Pit Ground surface elev. 98.90 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 0-5 10yr3/3 none sl 2fsbk mvfr as 1Vf 0.6 1.0
2 5-14 10yr3/1 none sl 2msbk mvfr gw ivf 0.6 1.0
3 14-21 10yr3/4 none scl 2msbk mfr gw ivf 0.4 0.6
4 21-28 10yr4/4 none sl 2msbk mfr gw 2vf 1 0.6 1.0
5 28-34 7.5yr5/6 none Is icsbk mvfr gw 1vf 0.7 1.6
6 34-53 10yr5/6 none grcos Osg ml as ------ 0.7 1.6
7 53-110 10yr6/4 none s Osg ml ---- ------ 0.7 1 1.6
"Effluent#1 =BOD?30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOD5<_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 5/6/2014 715-760-1978
SBD-8330(R.07/00)
Property Owner DCa Land Planners Parcel ID# Page 2 of 3
L] Boring
3 ` Boring# Z Pit Ground surface elev. 98.33 ft. Depth to limiting factor 114+ 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. I *Eff#1 *Eff#2
1 0-7 10yr3/3 none sl 2mgr mvfr as ivf 0.6 1.0
2 7-10 10yr3/1 none sl 2fsbk mvfr gw lvf 0.6 1.0
3 10-16 10yr3/4 none sil 2msbk mfr gw lvf 0.6 0.8
4 16-27 10yr4/4 none sl 2msbk mvfr gw ivf 0.6 1.0
5 27-32 7.5yr5/4 none Is icsbk mvfr gw ivf 0.7 1.6
6 32-47 10yr5/6 none grcos Osg MI as ------ 0.7 1.6
7 47-114 10yr6/4 t777none 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 GPDfft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Ef1#1 *Eff#2 Ej 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 GPDlft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Ef1#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
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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
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