HomeMy WebLinkAbout040-1068-90-000(9) �,C.FMTpCy�.
CC IVED II;
Department of SOIL EVALUATION REPORT #1748
3 ':, �il► Safety andAUG 1 1201 Page 1 of 3
� accordance with Comm 85,Wis.Adm.Code
Professional Schmitt Soil Testing,Inc.
""IX COUNTY
-OMMUNITY County
Attach complete site plan on paper not legf*P*yVkfflNpes 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
Please print all information.
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). ,,,,J
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 g 1 1 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/W rate. Possible system elevation for Area 1 is(Step Trenches) 97.7'&
and recommendations: 97.1'. Slope is 6%.
❑i Boring# ❑Boring
❑Pit Ground surface elev. 99.87 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 0-14 10yr3/2 none sl 2mgr mvfr as ivf 0.6 1.0
2 14-24 10yr4/4 none sl 2fsbk mvfr gw 2vf 0.6 1.0
3 24-53 10yr5/6 none vgrcos Osg ml as ------ 0.7 1.6
4 53-112 10yr6/4 none s Osg ml ---- ------ 0.7 1.6
Ll
2]Boring# []Boring
®Pit Ground surface elev. 100.48 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 0-30 10yr3/1 none sl 2fsbk mvfr cs 2vf 0.6 1.0
2 30-36 10yr4/3 none sl 2fsbk mvfr cs ivf 0.6 1.0
3 36-61 10yr5/4 none vgrcos OSg ml as ------ 0.7 1.6
4 61-112 10yr6/4 none s OW ml ---- ------ 0.7 1 1.6
*Effluent#1 =BODS>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 5/5/2014 715-760-1978
SBD-8330(R.07/00)
Property Owner DCCI Land Planners Parcel ID# Page 2 of 3
❑Boring
F 3 Boring# pit Ground surface elev. 102.33 ft. Depth to limiting factor 108+ 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 *042
1 0-13 10yr3/3 none sl 2mgr mvfr gw lvf 0.6 1.0
2 13-27 10yr3/1 none St 2fsbk mvfr gw ivf 0.6 1.0
3 27-35 10yr3/4 none sl 2fsbk mvfr gw 1vf 0.6 1.0
4 35-44 10yr5/4 none vgrls Osg ml as 2vf 0.7 1.6
5 44-84 10yr5/6 none cos Osg ml as ------ 0.7 1.6
6 84-108 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/ft2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
Boring
❑ Boring# F]Boring
Ground surface elev. ft. Depth to limiting factor in.
❑ Soil Application Rate
i
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
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=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 SON Testing,Inc.
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Page 3 of 3
- -----Conduc ed-6yc-- -- !--- --__________—. ___ -----Conducted-For•
Schmitt_Soil_Tesing._inc -_—__--____ _ _Maine:_
Thomas J. Schmitt, CST 227429 Address: 1505 Hwy 65
--_..�i ,-$fate,Zip.____ N-ew Ricil
---- New Richmond,-W-ra4D 9
- -_- - - — ----
Phone: 715-160-1978 Subdivision: Meadow Valle y Of Tro y
5igneture Lot No. . 9
--NWIJ4- N4s+7-T28NM9 -----
■ Backhoe Pit Township, County_ Try Township,St.Croix Coi4nty '^
Bench Mark,1 E1. 100.00' Top of 1"Steel Pipe. NW Lot corner pipe.
— A-BenehAarik-2—1: y7,s-.2' -oW Steel Pipe. tot-corner-pipe."#W.T8 - - - --------- -- ---
Slope= 6%
,Scale 1"=40'
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