HomeMy WebLinkAbout030-2015-50-170
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e 5 SOIL EVALUATION REPORT y 3 #1822
• P S , „ in accordance with Comm 85, Wis. Adm. Code Page 1 of 5
Professl~ ~$ele5! i Schmitt Soil Testing. Inc
&M, County
Attach complete site plai
11 inches in size. Plan must St. Croix
Od~ 1 '
include, but not lirrQIIW yf ence point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
_ Part o_ fj 030 015-50-0_6_0 8
Please pint all information. Revie d By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Anderson, David F. Govt. Lot E1/ , SW1/4, S36, T30N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
828 Cty Rd E 17 _ CSM Pending (13.65 Acres)
City State Zip Code Phone Number City Village ; Town Nearest Road
Huson WI 54016 715-222-2424 St.Joseph 3SCty. Rd. E
New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe:
Parent material Outwash plain (Sattre Series) _ 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 is 955. Slope of area is 8%.
and recommendations:
Boring # Boring -
Pit Ground surface elev. - 98.56' - ft. Depth to limiting factor _96_+_ 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 10yr4/3 none sl 2fsbk mfr as 2vf 0.6 1.0-
2 10-34 10yr5/6 none grls Osg ml Cs 2vf 0.7 1.6
3 34-96 10yr6/4 none grs Osg ml 0.7 1.6
Boring
2 Boring #
Pit Ground surface elev. 98.56' ft. Depth to limiting factor 97+ 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 0-10 10yr3/3 none sl 2fsbk mfr gw lvf 0.6 1.0
2 10-14 7.5yr4/6 none sl 2msbk mfr gw 1vf 0.6 1.0
3 14-31 7.5yr4/4 none Is Osg ml gw ivf 0.7 1.6
4 31-49 10yr6/4 none s Osg ml Cs 0.7 1.6
5 49-97 10yr6/4 none grs 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 < 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 St. New Richmond, WI 54017 5/27/2016 715-760-1978
SBD-8330 (R.07100)
Property Owner Anderson, David F. Parcel 1D # Part of:- 03072015-54-000 Page _ 2- of 5
Boring
3 Borng # 96.61 ft. Depth to limiting factor 96+ in.
Pit Ground surface elev. Soil Application Rate
Horizon Depth I Dominant Color Redox Description I Texture Structure Consistences Boundary Roots GPDIft'
i Eft#1 Eff#2
in. j Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *
1 0-11 10yr4/3 j none sl 2fsbk mfr as 2vf i 0.6 1 1.0
2 1 1125 10yr4/4 none sl 2msbk mfr gw i 0.6 1.0
3 ( 25-44 j 10yr6/4 none ( s Osg ml i Cs ; 0.7 1.6
- - - --Y- + r r - - f
a Osg ml - ; 0.7 1 1.6
4 I- 44-96 j 10yr6/4 none 9M
i
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/ftz
~ r- Eft#1--- -Eff#2
in. Munsell Qu. Sz. Cont. Color ' Gr. Sz. Sh.
'
I ~
f j I
Boring
❑ Boring # Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon ! Depth ; Dominant Color i Redox Description Texture structure !Consistence! Boundary Roots GPD/ftx _
I in. Munsell Qu. Sz. Cont. Color j Gr. Sz. Sh-'Eff#1 *Efr#2
j
i
* Effluent #1 = BOD~> 30 < 220 mg/L and TSS >30 <150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS <30 mg/L
"rhe 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 T'TY 608-264-8777.
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