HomeMy WebLinkAbout030-1066-40-000 (2)
14sconsinREM~E SOIL EVALUATION R b f #1685
Department of Commerce in accordance with Comm 85, Wis. Adm. Page 1 of 4
Division of Safety and Buil" 24 7017 ~ Schmitt Soil Testing, Inc.
Coun
Attach complete site plan on paper4ro *ar0IFY291x 11 inches in size. Plan must St_ Croix
include, but not limited to: vtentiti: Arizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
030-1066-40-000
Please print all information, Reviewed D >e
. I r L
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). j / ` jl ; 7 -
Property Owner Property Location
Elliot, Todd Govt. Lot SW114, SW1/4, S25, T30N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
20932 Jamestown Ave. na 30 Acre Parcel
City State Zip Code Phone Number City n Village] Town Nearest Road
Lakeville MN 55044 612-281-4433 St.Joseph 132Nd Ave.
New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Outwash Sand (Burkhardt- Flood plain ele~tion, if applicable na ft.
General comments Clnexr.. p or S~votY~a Zo.n . X, ' +Y-r1111t
and recommendations: Area is suitable for a conventional system with a 0.7 gpd/sgft rate-lssible system elevation for Area 1
is (high trench) 107.50', (low trench) 105.50'. Slope of area i~ 180
CJx"'..
1 Boring # ~ Boring r
Pit Ground surface elev. 110.00 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. *Eff#1 *Eff#2
1 0-8 10yr3/4 none grsl 2fsbk mfr as 3vf .6 1.0
2 8-20 10yr6/4 none grcos Osg ml a .7 1.6
3 20-38 10yr5/4 none grvcos Osg ml cs .7 1.6
4 38-112 10yr6/4 none / grcos Osg ml .7 1.6
j 00w"
Boring # Boring
Z Pit Ground surface elev. 110.00 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. *Eff#1 *Eff#2
1 0-8 10yr3/3 none sl 2fsbk mfr as 2vf .6 1.0
2 7-19 10yr4/4 none sil 2msbk mvfr gw 1vf .6 .8
3 19-56 10yr6/4 none s Osg ml cs .7 1.6
4 56-110 10yr5/4 none grcos Osg ml .7 1.6
Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS 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 4/12/2012 715-247-2941
SBD-5330 (R.07/00)
Property Owner Elliot, Todd Parcel ID # 030-1066-40-000 Page 2 of 4
F ]Boring # Boring
Pit Ground surface elev. 103.32 ft. Depth to limiting factor 111+ 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 0-10 10yr3/4 none sl 2fsbk mfr as 2vf .6 1.0
2 10-27 10yr4/4 none sl Osg ml gw ivf .6 1.0
3 27-49 10yr4/4 none A Osg ml gw 1vf .6 .8
4 49-94 10yr6/4 none s Osg ml (s .7 1.6
5 94-111 10yr5/4 none grvcos Osg ml .7 1.6
F~] Boring # Boring
Pit Ground surface elev. 106.42 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 "Eff#2
1 0-9 10yr3/4 none grsl 2fsbk mvfr as 2vf .6 1.0
2 9-26 10yr6/4 none s Osg MI a 1Vf .7 1.6
3 26-62 10yr5/4 none grvcos Osg ml r5 .7 1.6
I
4 62-108 10yr5/6 none grcos Osg ml .7 1.6
F-1 Boring # ❑ Boring
L 1 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 REff#2
Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <150 mg/L " Effluent #2 = BOD5 < 30 mg/L and TSS -i_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 (x.07100) Schmitt Soil Testing, Inc.
• Page 3 of 4
Conducted by: Conducted For:
Schmitt Soil Testing, Inc. Name: Todd Elliot
Thomas J. Schmitt, CST 227429 Address: 20932 Jamestown Ave.
1595 72nd St. City, State, Zip: Lakeville, MN 55044
New Richmond, WI 54017
Phone: 715-760-1978 PI D: 030-1066-40-000
si"ure,- i.ert-- z, Lot No. 5
Date mn~&42 Legal Description: SW1/4 SW1/4 S25 T30N R19W
■ Backhoe Pit Township, County: St. Joseph, St. Croix County
A Bench Mark 1 El. 100.00' Top of 2" pvc pipe, (South property line)
0 Bench Mark 2 El. 112.07' Top of iron lot comer iron pipe, (SE lot comer)
® Bench Mark 3 El. 97.64' Top of iron line point pipe, (15' west of BM 1)
Slope= 18%
1"=40'
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TOWN OF ST. JOSEPH. ST. aax COUNTY. WSCONSN ` ~ ~aec-om
BOUNDARY & TOPOGRAPHY MAP iafL•Comalbm/ummtes SH land Sm 7w