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Depar IL ALUATIO N REPORT #1758
!� Safety and in accordance with Comm 85,Wis.Adm.Code Page 1 of 3
• �_s .' Professional St ns 1 Z Q I"� Schmitt Soil Testing,Inc.
S � County
Attach complete site plaA� aLYt : 11 inches in size. Plan must St. Croix
include,but not limited to. b{WeO*ttlys�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 sewed D t
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 19 1 1 Meadow Valley Of Troy
City State Zip Code Phone Number City ❑Village E Town Nearest Road
New Richmond WI 1 54017 1 Troy I East Cove Rd
> New Construction Use: F<] 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)957&
and recommendations: 95,0'. Slope is 8%.
1 Boring#
❑Boring
Pit Ground surface elev. 97.65 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. *EfX1 *EM
1 0-15 10yr3/1 none sl 2mgr mvfr as lvf 0.6 1.0
2 15-27 10yr3/4 none sil 2fsbk mvfr gw ivf 0.6 0.8
3 27-35 10yr4/4 none sil 2msbk mvfr gw lvf 0.6 0.8
4 35-47 7.5yr4/6 none grls icsbk mvfr gw ivf 0.7 1.6
5 47-80 10yr5/6 none grs Osg ml a ------ 0.7 1.6
6 80-115 10yr6/4 none s Osg ml ---- ------ 0.7 1.6
2 Boring#
Boring
Pit Ground surface elev. 98.45 ft. Depth to limiting factor 112+ 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 *Etf#1 *Effn
1 0-8 10yr3/1 none I 2mgr mvfr as 1vf 0.6 0.8
2 8-17 10yr4/3 none A 2fsbk mfr gw 1vf 0.6 0.8
3 17-23 10yr5/4 none vgrls Osg ml gw 2vf 0.7 1.6
4 23-64 10yr5/6 none grcos Osg ml as ------ 0.7 1.6
5 64-112 10yr6/4 none s Osg ml ---- ----- 0.7 1.6
*Effluent#1=BODS>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BODS<_30 mg/L and TSS S30 mg/L
CST Name(Please Print) Signature: CST Number
Thomas J. Schmitt 227429
Address Schmitt Soil Testing,Inc. r Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond,WI 54017 5/5/2014 715-760-1978
SBD-8330(R.07/00)
Property Owner DCCI Land Planners Parcel ID# Page 2 of 3
F-3�
Boring
Boring# Ej Pit Ground surface elev. 100.40 ft. Depth to limiting factor 110+ 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. "Efflxl -Eff#2
1 0-11 10yr3/3 none sl 2mgr mvfr Cs lvf 0.6 1.0
2 11-19 10yr3/1 none I 2msbk mfr Cs 1vf 0.6 0.8
3 19-30 10yr4/3 none sl 2fsbk mfr gw ivf 0.6 1.0
4 30-39 10yr4/4 none sicl 2msbk mfr gw ivf 0.4 0.6
5 39-60 7.5yr5/6 none Is lcsbk mvfr gw 1vf 0.7 1.6
6 60-76 10yr5/6 none Is Osg ml Cs ------ 0.7 1.6
7 76-110 10yr6/4 none s Osg ml ---- ------ 0.7 1.6
F []Boring
'4 Boring# Pit Ground surface elev. 97.64 ft. Depth to limiting factor 94+ 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. -EB#1 -Eff#2
1 0-16 10yr3/1 none SIL 2fsbk mvfr as 2vf 0.6 0.8
2 16-33 10yr4/4 none SIL 2fsbk mfr gw ivf 0.6 0.8
3 33-38 10yr4/6 none GRSL 2msbk mfr gw ivf 0.6 1.0
4 38-63 10yr5/6 none VGRCOS Osg ml Cs ------ 0.7 1.6
5 63-94 10yr6/4 none COS Osg ml ---- ----- 0.7 1.6
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=BOD?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 Sod Tesft,Inc.
• Page 3 of 3
-__-- ----Canda by:- ---__ --- _ ___ -------Con-ducted-For'---
---
Schmit{_Soil Testing, Inc. ----- ---_ = -_- Name; -_-
Thomas J. Schmitt, CST 227429 Address. 1505 Hwy 65
----.___City;--State,Zip: -N`ewIi�chmo-&,WT540TT-----
--
New Richmond1 -
Phone: 715-760-1978 Subdivision: Meadow Valley Of Troy
____Le9alDescaPti.. on---NW-1/tDM SITT22N IOW
---- _ _-- .'-----_
■!Backhoe Pit Township, County:, Troy Township,St.Croix County
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