HomeMy WebLinkAbout040-1068-90-000(12) 1 '6, Dep SOIL E1tALUA ION REPORT #1751
� $�, Safety and in accordance with Comm 85,Wis.Adm.Code Page 1 of 3
'- ; _S PrOfeSSionalICS r(}t�' Schmitt Soil Testing,Inc.
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— County
Attach complete site pl x 11 inches in size. Plan must St.Croix
include,but not IimitK "Lh fif Te point(BM),direction and
percent slope,scale opt'
s,north arrow,and location and distance to nearest road. Parcel I.D.
Please print all information. iewed D t
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). f Z
Property Owner Property Location If
DCCI Land Planners Govt.Lot NW1/4,NW1/4,S17,T28N, R19W
Property Owner's Mailing Address L Block# I Subd.Name or CSM#
1505 Hwy 65 P.O. Box 445 12 Meadow Valley Of Troy
City State Zip Code Phone Number City ❑Village Town Nearest Road
New Richmond WI 1 54017 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 101.8'. Slope is 5%.
and recommendations: /
�/a- CTS 1�//�(.�-S: dI / l ON PLAT
1 Boring#
❑Boring
Pit Ground surface elev. 105.97 ft. Depth to limiting factor 113+ 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 0-8 10yr3/2 none sl 2msbk mvfr as ivf 0.6 1.0
2 8-25 10yr5/6 none s Osg ml as 1vf 0.7 1.6
3 25-32 10yr5/4 none vgrcos Osg ml cs ------ 0.7 1.6
4 32-113 10yr6/4 none grs Osg ml ---- ------ 0.7 1.6
21 Boring# ❑Boring
Pit Ground surface elev. 105.13 ft. Depth to limiting factor 114+ 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 0-10 10yr3/3 none sl 2mgr mvfr as ivf 0.6 1.0
2 10-14 10yr3/1 none sl 2fsbk mvfr gw 1vf 0.6 1.0
3 14-25 10yr4/4 none sl 2msbk mfr gw 1vf 0.6 1.0
4 25-43 10yr5/6 none Is Osg ml as ------ 0.7 1.6
5 43-82 10yr6/4 none grs Osg ml as ------ 0.7 1.6
6 82-114 10yr5/6 none vgrs Osg ml ---- ------ 0.7 1.6
*Effluent#1=BOD?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 5/6/2014 715-760-1978
SBD-8330(R.07/00)
Property Owner DCa Land Planners Parcel ID# Page 2 of 3
F E]Boring
3` Boring# P8 Ground surface elev. 106.14 ft. Depth to limiting factor 115+ in.
® Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft'
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-16 10yr3/3 none sl 2fsbk mvfr gw lvf 0.6 1.0
2 16-26 10yr3/1 none sl 2msbk mfr gw ivf 0.6 1.0
3 26-35 10yr4/4 none sl 2msbk mvfr gw lvf 0.6 1.0
4 35-50 7.5yr5/6 none Is Osg MI as ------ 0.7 1.6
5 50-115 10yr6/4 none s Osg ml ---- ------ 0.7 1.6
F-1 F]Boring
Boring# P8 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
❑Boring
Boring# P8 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(R.07/00) Schmitt Sol Testing,Inc.
Page 3 of 3
Con-dacfedIITor:
_____ ___-_ _ _ _____ --_
-
Thomas J. Schmitt, CST 227429 Address: 1505 Hwy 65
-- -°f5S5 72n�Sf- - -_ - --- City, tafe, Zip: 'New Richmond,-WI d0
--- NewRich mond,_M_54017. i _'.___ . --- ------'----
Phone: 715-Z 0-1978 Subdivision: Meadow Valley Of Troy
s�9 ---- ��-_= Lot No. : 12
- ®Backhoe Pit —_-_ -- __Township, County_Troy_Township,9t.Croix County___
-- _
Bench Mark 1 E1. 100.00'-Top of 1"Steel Pipe. NW Lot corner pipe.=(865.09) =ry,, lol•1
- - ASomit Mar#-2-1.fit•/hfop� —Steel Pipe.—NE—Lot-cam"pipe. --
Slope= 5%
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