HomeMy WebLinkAbout040-1310-00-011 (2) r
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Wisconsin Department of Commerce OIL EVALUATION REPORT P� 1 of 3
Division of Safety and Buildings
earn with Comm 85,Wis. Adm. Code County St.Croix
Attach complete site plan on pa V I an 81 1 ' '
include,but not limited to;vertical orlzon Fence 'nt( D Parcel I.D.
percent slope,scale or dimensions,north and locati and l n near road, DI
Please p nt all infonnati Reviewed b ZZ45
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Personal information you provide may be used for secondary pure s(Privacy Law,sp.1 ).
Property Owner ST.CR( I ( OFtion
DCCI Land Planners Inc ZONI G6olHRE NE 1/4 SE 1/4 S 17/T 28 N R 19 E(or W
Property Owner's Mailing Address ;ity Block# Subd.Name or CSM#
1505 HWY 65 Meadow Ridge Of Troy
City State Zip Code Phone Number ®VIlage Town Nearest Road
New Richmond I WI 1 54017 ( ) East Cove Road
New Construction UseE] Residential/Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
Replacement Public or commercial-Describe:
Parent material Loess over glacial till Flood Plain elevation if applicable ft.
General comments conventional below grade system
and recommendations: *with several continuous layers, V,sl,Om,5yr4/4
Boring# Boring
Pit Ground surface elev. 926.84 ft. Depth to limiting factor >100 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 0-4 7.5yr4/4 sl 2fgr dsh as 2f .6 1.0
2 4-23 7.5w4/4 - Is Osg dl I cw if .7 1.6
3 23-40 7.5yr5/6 - is Osg dl cw .7 1.6
4 40-60 7.5yr5/6 s Osg dl cw - .7 1.6
5 60-100 7.5yr6/4 s Ong dl - - 7 1.6
21 Boring# ® Boring 934.10 >100
■ 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/fe
In. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eft#1 'Eff#2
1 0-8 10yr3/2 sl 2fsg dsh as 2f .6 1.0
2 8-23 1 4/4 sl 2fsg dsh PW if 16 110
3 23-32 7.5yr5/6 is On I dl cw _ .7 1.6
4 32-100 7.5yr6/4 s Osg dl - - .7 1.6
'Effluent#1=BOD >30:5 220 mg/L and TSS>30:5 150 mg/L 'Effluent#2=BOD <30 mg/L and TSS<30 mg/L
CST Name(Please Print) - - Signature CST Number
Thomas C Nelson C-fr /L4� _ (�s'n�r! Sr' Lff 227387
Address Date Eva ation Conducted Telephone Number
1432 120th Street,New Richmond,WI 9/18/05 715-246-2454
Property Owner DCCI Land Planners Inc Parcel ID# Pending Page 2 of 3
Boring
3 Boring# ® Pit Ground surface elev. 927.11 Depth to limiting factor >100 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 0-8 10yr3/2 - sil 2msbk dsh as 2f .6 .8
2 8-20 1 4/4 sil 2msbk dsh cw If .6 .8
3 20-36 7.5yr5/6 _ Is* Ogg* dl cw _ .2 .6
4 36-100 7.5yr6/4 _ s Osg dl - - .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 GPDM
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Efr#1 *Eff#2
F-1 Boring# Boring
Pit Ground surface elev. ft. Dep>fr to limiting factor 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
*
Effluent#1 a BODS>30:5 220 mg/L and TSS>30:5 150 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.
013-833MA(8.07/00)
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DCCI LAND PLANNERS, INC. ®SOIL BORING
Lot# 11 -MEADOW RIDGE OF TROY O1A a • • •
NE 1/4 OF THE SE 1/4 OF SECTION 17, A BENCHMARK '~ ; •
T28N, R7 9W,TOWN OF TROY, ST. -TOP OF CONDUIT
• •
far/s
CRODC COUNTY,WISCONSIN. ALT BENCHMARK a*70 • • ,p,,,
_ -TOP OF CONDUIT +
TOM NELSON CST- Lie. # 227387 N NOTE: THE CONTOURS IDENTIFIED LOT' LOT +
ENVIRONMENTAL BY DESIGN APE PRIOR TO CONSTRUCTION. "0M ?
CONSTRUCTION GRADING WAS IN •
1432 120TH ST. PROCESS DURING SOIL TESTING. • / • • •• • • •
NEW RICHMOND,WI 54017 CONTRACTOR MAY NEED TO
ph.#715-246-2454 CONFIRM FINAL CONTOURS • \ •
DURING INSTALLATION.
LOT IV
SCALE IN FEET 1' 10' 1m+r ►„r"
1100 0 100
F 3�& 8 8
.. 1 8 ' J 926.27 927.11 15 2. 0 3'
5. 0 3 5
84 15.9 926 4 °°--
6+ 9 5.55 - � 9929.10
01625
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9 9. 9 82
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