HomeMy WebLinkAbout038-1079-60-025 Department of
#1730
SOIL ALUATION REPORT � 'U"'`5
Safety and in rd h If 5,Wis.Adm.Code Page 1 of 4
s Professional Services Schmitt Soil Testing,Inc.
County
Attach complete site plan on paper not less than 8%z x 11 inches in size�Plamnust 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 I.D.
Part o 038-1079-60-025
Please print all information. a e
Personal information you provide may be used for secohdar purposes(Privacy Law,s.15.04(1)(m)). 7i /-7//3
Property Owner Property Location
Moore,J.Ace&Meghan A. ')�� Govt.Lot SW1/4, NE1/4, S19,T31N, R18W
Property Owner's Mailing Address :" Lot# Block# Subd.Name or CSM#
833 205th Ave. `'t �, ,_ - ' NA
City State Zip Code 6"P'lumber ❑ City []Villages Town Nearest Road
>y-,
Somerset WI 54025 (651)-494-4641 Star Prairie 205Th Ave
Z New Construction use: i Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
U Replacement El Public or commercial-Describe:
Parent material Glacial till (Amery Series) Flood plain elevation,if applicable NA ft.
General comments Area is suitable for a mound system. System elevation is 100.16'based off the contour line established at 98.91'. Slope of area is
and recommendations: 17°x. Depth to limiting factor is 21".
i Boring#
Boring
Z Pit Ground surface elev. 100.20 ft. Depth to limiting factor 29 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 'Eff#1 "Eff#2
1 0-14 10yr3/4 none sl 2mgr mvfr as 2m,2vf 0.6 1.0
2 14-29 10yr5/3 none sl 2msbk mfr gw 1vf 0.6 1.0
3 29-34 10yr4/4 c2d 7.5yr618 sl imsbk mfi gw ------ 0.4 0.7
7.5yr6/2
4 34-66 5yr4/6 m2d 7.5yr6/8 grsl Om mfi ---- ------ 0.2 0.6
7.5yr6/1
Boring# Boring
Z Pit Ground surface elev. 99.58 ft. Depth to limiting factor 21 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 0-11 10yr3/3 none sl 2mgr mvfr cs 2f,2vf 0.6 1.0
2 11-18 10yr5/3 none sl 2msbk mfr gw 2f,ivf 0.6 1.0
3 18-21 7.5yr4/4 none sl 2msbk mfr cs 1vf 0.6 1.0
4 21-61 5yr4/6 m2d 7.5yr6/8 grsl Om mfi ---- ------ 0.2 0.6
7.5yr6/2
it
" 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 11/8/2013 715-760-1978
SBD-8330(R07/00)
Property Owner Moore,I Ace&Meghan A. Parcel ID# Part of: 038-1079-60-025 Page 2 of 4
Boring
a
' Boring# 95.83 ft. Depth to limiting factor 22 in.
Pit Ground surface elev. 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 2mgr mvfr cs 2m,2f 0.6 1.0
2 10-22 10yr4/4 none sl lmsbk mfr cs if 0.4 0.7
m2d 7.5yr6/8 ----_
3 22-64 5yr4J4 7.5yr6/2 9rsl Om mfri ---- - 0.2 0.6
I
F []Boring
4 Boring# f
ft. Depth to limiting actor 29 in,
Pit Ground surface elev. 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 0-13 10yr3/4 none sl 2mgr mvfr cs 2f,lvf 0.6 1.0
2 13-29 10yr4/4 none sl 2msbk mfr gw 2vf 0.6 1.0
m2d 7.5yr6/8 ---- _-___
3 29-62 5yr4/6 7 5yr6/2 grsl Om mfri - 0.2 0.6
[ f Boring
Boring# r]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. *Ef1#1 *Eff#2
Effluent#1 =BOD5>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 Sol TesWV,Inc.
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Page Pagej of 4
---£-ondvcted-Tar: --... - - - ---------- — ----- ---- ---
Schmitt Soil Testing, Inc. Name: J.Ace&Meghan A Moore _F�___
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Thomas J. Schmitt, CST 227429 Address: 833 205th Ave.'
--city,-State,Zip: -Somerset,-Wf-5402 --- ! - --New Richmond,WI 540.17 - -- -- -- ---- -
Phone: 715-760-1978 PID: 038-1079-60-025
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■Ba ix County
ckhoe Pit Township,County: Star Prairie,SCCro
. slope= o e���17� Contour L ne El.98.91' - _ _- Contour Lino Length 75 ---- ----�-------- Y -- -
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