HomeMy WebLinkAbout032-2147-10-000 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page i_of 3
Division of Safety and Buildings
in accordance with Comm 85,Wis. Adm. Code County
St. Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size.Plan must 2,
include,but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D. 0 )- d f L .74 WO
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. 'Pending
Please print all information.
leveed Date
Personal information you provide may be used for secondary purposes(Privacy Law,S.15.04(1)(m)). k14,,"-,� J al/iii
Property Owner '�( / ?� Property Location
ml Gvl � / �a " t Govt.Lot NE 1/4 SW 1/4 S 55 T 31 N R 1 9)or)W
Property Owner's Mailing Address Lot# Block# Subd. Name or C�IvI#
11160 190th. Ave. 11 na Oak Haven
City State Zip Code Phone Number ❑City ❑Village I]Town Ne ad a/C
Elk River, I MN 1 55330 I ( 61 2) 441 -8888 Somerset- I '21 61-h_ A��p_
It New Construction Use:® Residential/Number of bedrooms 4 Code derived design flow rate 6 0 0 GPD
c
❑Replacement ❑ Public or commercial-Describe: ,^ ,,.
Parent material outwash Flood Plain elevation if applicable ti ` ° - ft.
General comments
i it 0 ,, 2001 -. i
and recommendations:
ST CROiX ;
\ COUNTY
trenches @ el. 95.25' , spaced to code 3.50' below grade �ti r', ,,, ZONING OFFICE ,,/ `
\ / ..
Boring#
0 Boring \ '�',( -(7.7.- ,,
1 g ® Pit Ground surface elev. 98.75 ft. Depth to limiting factor +100 in.�., i pplication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. "Eff#1 "Eff#2
1 0-8 10 r 4 3 none „• a • . 2f 5 9
2 8-24 7.5yr4/4 none sl 2mgr mvfr gw if .5 .9
3 24-100 7. 5yr4/6 none ms osg ml na na .7 1. 2
Boring# [] Boring 98.35 +100
2 ® 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/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. , "Eff#1 "Eff#2
1 0-7 10yr4/3 none sl 2mgr mvfr gw 2f .5 .9
- , , s . s _ 2m•r mvfr •w if . 5 .9
3 27-103 7.5yr4/6 none ms osg ml na na .7 1 . 2
"Effluent#1 =BO;>30<220 mg/L and TSS>30<150 mg/L " ffluent#2=BOD 30 mg/L and TSS<30 mg/L
CST Name(Please Print) Signature .CST Number
Gary L. Steel x1298
Address a e Ev uation onducted Telephone Number
1554 200th. Ave. , New Richmond, WI. 54017 6-1-2001 715-246-6200
Property Owner Gerald Smi t h Parcel ID# pPnd i ng Page _2__of 3
3 Boring# 111 Boring 95.65
®pit Ground surface elev. • ft. Depth to limiting factor +1 00 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 'Eff#2
1 D-10 1Oyr 4/3 none sl 2mgr mvfr , gw 2f . 5 .9
2 10-30 7. 5yr4/4 none sl 2mgr mvfr gw if . 5 .9
3 30-10 ) 7. 5yr4/6 none ms osg ml na na .7 1 .2
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/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •Eff#2
❑ Boring
Boring# Ground surface elev. ft. Depth to limiting factor in.
❑ Pit
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/if
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
'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 TTY 608-264-8777.
SBD-8330(R.6/00)
6.
STEEL'S SOIL SERVICE
Gary L. Steel 1554 200th Ave.
Gerald J. smith New Richmond, WI 54017
MPRSW-3254 NE4sw4 s15-T31N-R19w (715) 246-6200
town of Somerset.
lot #11-Oak Haven
This soil evaluation was conducted to satisfy a zoning requirement, it may or may
not be suitable for your use. The location of the test may may not be as shown
as permanent lot lines were not established at the time the test was conducted.
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At
1'1=40'
BM.= top of 1" pvc pipe @ el. 100.00'
Alt. BM..= top of 1" pvc pipe @ el. 96.25'
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6-1-2001