HomeMy WebLinkAbout040-1068-90-000(7) Departm S VL E LUTIO— N PORT #1740.ty rlf. —CEIV Professional Services ordance with Comm 85.Wis. dm.Code Page 1 of 3
Schmitt Soil Testing,Inc,
AUG 1 12014 County
Attach complete site plan on paper not less than 8%x 11 inches in size. Plan must St.Croix
include,but not limited to:verti6 .sififttMli; rice point(BM),direction and
percent slope,scale or dt g0N1"tbTrf, ion and distance to nearest road. Parcel I. ,
Please print all information. Re ewed y — D to
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 7 Meadow Valley Of Troy
City State Zip Code Phone Number 0 City E]Village ❑ Town Nearest Road
New Richmond I 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)97.5'&
and recommendations: 96,7'• Slope is 8%.
❑Boring
i Boring# ❑Pit Ground surface elev. 100.20 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. *Efr#1 *Ef#2
1 0-34 10yr3/1 none sl 2msbk mvfr gw 2vf 0.6 1.0
2 34-47 10yr4/4 none Is icsbk mvfr gw 2vf 0.7 1.6
3 47-67 10yr5/6 none grcos Osg ml as ------ 0.7 1.6
4 67-112 10yr6/4 none grS Osg ml ---- ------ 0.7 1.6
2 Boring#
F
❑Boring
Pit Ground surface elev. 100.45 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. *Efr#1 *Eff#2
1 0-15 10yr3/2 none sl 2mgr mvfr cs 2vf 0.6 1.0
2 15-24 7.5yr5/6 none vgrs Osg ml gw ivf 0.7 1.6
3 24-72 10yr6/4 none vgrs Osg ml as ------ 0.7 1.6
4 72-110 10yr6/4 none s Osg ml ---- ------ 1 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<_30 mg/L
CST Name(Please Print) Signature: If 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)
Property Owner DCa Land Planners Parcel ID# Page 2 of 3
Boring
j 3] Boring# P8 Ground surface elev. 102.0 ft. Depth to limiting factor 112+ 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 0-23 10yr3/3 none sl 2fsbk mvfr gw 2vf 0.6 1.0
2 23-42 10yr3/1 none sl 2fsbk mvfr gw ivf 0.6 1.0
3 42-62 10yr4/4 none Is lcsbk mvfr gw ivf 0.7 1.6
4 62-82 10yr5/4 none vgrcos Osg ml cs ------ 0.7 1.6
5 82-112 10yr5/6 none cos Osg ml ---- ------ 0.7 1.6
—F—T I .--I— I j
[�Boring
F] 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/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
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/ft'
in, Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *EfW
*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 VI'Y 608-264-8777.
SBD-8330(R07/00) Schmitt Soil Testing,Inc.
Page 3 of!3
- Condwted +Foor-
-- - _Schrhitt.SoiLTestng,_Inc _ -- __-_-_ __ Name__ __DCCLLxnd-Planners:--- I---- ----- _- __
Thomas J. Schmitt, CST 227429 Address: 1505 Hwy 65
w Rcmon��T 81�-logo 7Znd�U-- -- - - City,State,Zip Ne
Phone: 71,5-160-1978 Subdivision: Meadow Valley Of Troy
signatu re Lot No. . 7
_ ,_._ ___-� -----,�'_� -f� -_ ____-- - - _--- Legal�essriptio►►: -N��la�1�ffa
■ Backhoe Pit Township, County_ Troy Township,$t.Croix County -
A Bench Mark 1 El.100.00` Top of 1"Steel Pipe.NW Lot corner pipe=t 9Sg•6f
- .— A h-Marh'-2 E1. "O-.OV-Top e"- --SteetPipe.-SW-Lohorner-Pipe. _ -- - - --- -- -- --
Slope= 8%
Scale 1"=40'
Lo1
- -- ----- -- - --X3 ''
- -- ---- - - — ' 1- - ------ - - --- - - --- - X14
-- -- --- ---------
/Dd YeAe
YOU
- T