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Departmeni� #1743
<. ! Safety and iD I 16 'IBNUEPORT Page 1 of 3
p in accordalrlc�e with Comm 85,Wis.Adm.Code g
Professional SeNIC�,S� Schmitt Soil Testing,Inc.
x, HUG 1 1 2014 County
Attach complete site Ian on a P6 qa ' nches in size. Plan must St. Croix
include,but not limited to:verticalaly ddr�ht�Y.t�fAm�creppa��n��t(BM),direction and
percent slope,scale or dimea�ril{1 r 6aPlt'IMf�Fid distance to nearest road. Parce
Please print all information. R iewe Date
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# Block# Subd.Name or CSM#
1505 Hwy 65 P.O. Box 445 4 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 07 gpd/sgft rate. Possible system elevation for Area 1 is(Step Trenches) 95.6'&
and recommendations: 94,8', Slope is 8%.
Boring#
1
F-1 ❑Boring
Pit Ground surface elev. 99.64 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 0-17 10yr3/2 none sl 2mgr mvfr as 2vf 0.6 1.0
2 17-22 10yr4/6 none sicl 2fsbk mfr gw 2vf 0.4 0.6
3 22-35 10yr4/4 none scl 2msbk mfr gw lvf 0.4 0.6
4 35-40 7.5yr5/6 none Is lcsbk mvfr gw lvf 0.7 1.6
5 40-110 10yr6/4 none s Osg ml ---- ------ 0.7 1.6
2 Boring#
❑Boring
Pit Ground surface elev. 99.64 ft. Depth to limiting factor 115+ 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 0-15 10yr3/2 none sl 2mgr mvfr as ivf 0.6 1.0
2 15-24 10yr4/3 none sl 2fsbk mvfr gw ivf 0.6 1.0
3 24-38 10yr4/6 none Is lcsbk mvfr gw 1vf 0.7 1.6
4 38-51 7.5yr5/6 none cos Osg ml cw ----- 0.7 1.6
5 51-115 10yr6/4 none s Osg ml ---- ------ 0.7 1.6
F-
*Effluent#1=BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<_30 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(R.07/00)
I
Property Owner DCCI Land Planners Parcel ID# Page 2 of 3
❑Boring
3 Boring# pit Ground surface elev. 97.04 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 *Eft#2
1 0-14 10yr3/3 none sl 2mgr mvfr gw 2m,2f 0.6 1.0
2 14-19 10yr3/1 none I 2fsbk mfr gw 2m,2f 0.6 0.8
3 19-27 10yr3/4 none sil 2msbk mfr gw 2f,ivf 0.6 0.8
4 27-36 10yr4/4 none sCl 2msbk mfr gw ------ 0.4 0.6
5 36-108 1 r6/4 0 ml ---- ------ 0.7 1.6
Oy none s sg
F Boring
4 Boring# pit Ground surface elev. 97.74 ft. Depth to limiting factor 112+ in.
/❑ Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-36 10yr3/2 none sl 2fsbk mvfr Cs 1vf 0.6 1.0
2 36-53 7.5yr4/4 none sid 2fsbk mfr gw ivf 0.4 0.6
3 53-58 7.5yr5/6 none Is Osg ml gw ------ 0.7 1.6
4 58-112 10yr6/4 none s Osg MI ---- ------ 0.7 1.6
Boring
Boring# Pit Ground surface elev. ft. Depth to limiting factor in.
❑ ft Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDMV
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<_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 Tesft,Inc.
Page 3 of
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Schmitt Soil Testing, Inc. Name: DCCI Land Planners_
Thomas J. Schmitt, CST 227429 Address: 1505 Hwy 65
State :-- w litta�d;iX 540I?
_N"Richmond: WI'5401.7- ___ ---
Phone:715-7'0-1978 Subdivision: Meadow Valley CWTroy-___ aal'Descr ption_1 -W114-NW1 t4 S 17-778N IWW -� ----_.
IN Backhoe Pit Township, County: Troy Township,St.Croix County ' o
NlarTi-'rEt. fiDQ:OO`Top of3 PVC pipe. -- — -- - - - --— - --�/� -
-_--_�Beach;Mack2El.--95.37'Top-of.2-'- -VC-pipe_---!
Slope= 8%
--- --- —— -— - 5 _ —— - 94 --— ---- --- - -- --
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Pit oPosrO AP-A7,i4� --
CdNTIZot. P7 _-:----- � --_