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Department of SOIL E LUATTIO H REPORT #1753
$ Safety anAUG 112 Q 1 a Page 1 of 3
P z In accordance with Comm 95, Adm.Code g
Professional �vICBS Schmitt Soil Testing,Inc.
-^ S1 CROIX COUNTY
=°�"'` County
Attach complete site piAhWWUo IQ4A6Q?.WfflJi ches in size. Plan must St.Croix
include,but not limited 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.
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Rea§e print al informaton.
R rewed Datte
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, NW1/4, S17,T28N, R19W
Property Owner's Mailing Address Lot# Blod(# Subd.Name or CSM#
1505 Hwy 65 P.O. Box 445 14 1 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 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)101.6&
and recommendations: 100.9'. Slope is 14%.
hr-ox- h2d VC ,B/— -8 Z 74 mid AIWL
1 Boring#
❑Boring
Pit Ground surface elev. 101.01 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 cs 1vf 0.6 1.0
2 9-19 10yr3/2 none sl 2fsbk mfr gw 1vf 0.6 1.0
3 19-28 10yr3/4 none sl 2msbk mfr gw 1vf 0.6 1.0
4 28-43 10yr5/6 none gris icsbk mvfr gw ------ 0.7 1.6
5 43-115 10yr6/4 none s Osg ml ---- ------ 0.7 1.6
F ❑Boring
Z Boring# Pit Ground surface elev. 102.06 ft. Depth to limiting factor 115+ in.
� eP 9 Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fV
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 •Eft#2
1 0-19 10yr3/3 none sl 2fsbk mvfr cs 1vf 0.6 1.0
2 19-48 10yr3/1 none sl 2fsbk mvfr gw 1vf 0.6 1.0
3 48-58 10yr4/3 none sl 2msbk mfr gw ------ 0.6 1.0
4 58-67 7.5yr4/6 none gricos icsbk mvfr a ------ 1 0.7 1.6
5 67-115 7.5yr5/6 none s Osg ml ---- ------ 0.5 1.0
67-115 has 1"bands of 7.5yr4/6 IN icsbkreduces rate of horizon to 0.5gpd/sgft
*Effluent#1 =BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD5<_30 mg/L and TSS<_30 mg/L
CST Name(Please Print) Signature: CST Number
Thomas J.Schmitt ��i�e,s,.,w,o 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
Boring
3 Boring# pit Ground surface elev. 105.66 ft. Depth to limiting factor 112+ in.
� Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fV
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •Eff#1 -Eff#2
1 0-8 10yr3/3 none sl 2fsbk mvfr as lvf 0.6 1.0
2 8-19 10yr4/3 none sil 2fsbk mfr gw 1vf 0.6 0.8
3 19-25 10yr4/4 none sl 2msbk mfr gw 1vf 0.6 1.0
4 25-54 10yr6/4 none vgrs Osg ml as ------ 0.7 1.6
5 54-85 10yr6/4 none s Osg ml as ------ 0.7 1.6
6 85-112 10yr5/6 none vgrs Osg ml ---- ------ 0.7 1.6
F El Boring
4 Boring# n Pit Ground surface elev. 104.48 ft. Depth to limiting factor 110+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/RY
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 •Eff#2
1 0-10 10yr3/3 none grsl 2mgr mvfr as ivf 0.6 1.0
2 10-21 10yr3/1 none grsl 2fsbk mvfr gw ivf 0.6 1.0
3 21-45 7.5yr5/6 none s Osg ml as ------ 0.7 1.6
4 45-110 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/W
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=BOD5<30 mg/L and TSS-S_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
Conduetc4F-or•
-- _Scbrnitt_Sflil_Testing,lnc� _ _._-- --_dame._ nrrr i.Ana Pl nprs,__ -_ —_._--
Thomas J. Schmitt, CST 227429 Address: 1505 Hwy 65
New�c�monT,-WI540��---
- - - -NewRichmond, -540-17-- - ---
Phone: 715-760-1978 Subdivision: Meadow Valley Of Troy
Lot No. : 14
d Backhoe Pit Township, County: Troy Township,St Croix County
Bench Mark 1 El. 100.00' Top of 1"Steel Pipe. NW Lot corner pipe._(867.68')
- ,L-Beneh-Mark-2-EL W.06'-Top of 1"-$teeF Pi e.WIE Uteorner-pipe= (867-.6&)----- --- - - - -- -- --
Slope= 14% ---- -
Scale 1 40' --
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