HomeMy WebLinkAbout040-1310-00-002 (2) � a
Waconsin Department of OIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings
i a Adm_code
12. nri St.Croix
Attach complete site plan on pa less than 81/2 11 i PI
include,but not limited to:vertical and horizontal refer ce point(BM),direction and Parcel I.O.
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Personal information you provide may be used for secondary urpo Jj. 1t(1)(m))1 3 L,5 W
Property Owner fLot DCCI Land Planners Inc �� NW 1/4 SE 1/4 S 17 28 N R 19 E�Property Owner's Mailing Address # Block# Subd.Name or CSM9
1505 HWY 65 I 7 I I Meadow Ridve of Tmv
City State Zip Code Phone Number ity Village ■ own Nearest Road
New Richmond I WI 1 54017 1 ( ) East Cove Road
E] New Construction used Residential/Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
n Replacement Il Public or commercial-Describe:
I Parfw*main" Loess over glacial till Rnnd Plain Akuvahnn if annlir:;*hiP %r. ff 1
GenerW comments and recommendations: *s with discontinuous bands,l",sl,0m, 10yr4/4
x fc,— n
U s/ �.re.
f l .. . t!-
�] E2.1 Pd Ground surface elev. 925.35 fL Depth to limiting factor >90 in. Soul Rate
Horizon Depth Dominant Cokki Redox Description Texume Stirudure Consistence Boundary Roots GPOW
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 •0102
1 0-12 10yr3/2 sil 2msbk mfr as 2f .6 .8
1 2 1 12-15 I iN—AId I - I sl 1 lfQr 1 dsh I ,,, 1 if 1 .4 I 7 1
3 15-90 7.5yr4/3 - s Osg dl _ _ .7 1.6
r3]I I I I I I I I 1 1 1 I
Boring# Boring 930.15 X96
El Pit Ground surface elev. ft. Depth to limiting factor in. Soil Appligtion Rate_
Horzon Depth Dominant Redox Description Texture Stricture Consistence Boundary Roots GPDR
I in I IMWmrwN I Oil S7 rAW 'r,,kr I I rr S, Sh I I 1 1=PW1
1 0-15 10yr3/2 - sil 2msbk dsh as 2f .6 .8
2 15-25 1 4/4 - sil lmsbk dsh cva if .4 .6
3 25-11 10yr4/4 - SM. lmsbk dsh cw _ .2 .3
41.06 ,.- - - '. Z, 16
y 1VYlY/Y $'�' VJg QI � '
Effluent#1=BOD.>30<720 nwlL and TSS>30<150 moll. 'Efflluerd#2=BOD-<30 md_L and TSS<30 mdL
r:.RT Name minamp Prinn — - — Rinnafinw r:RTNivw.
Thomas C Nelson CST EK e4 R, ' silk" 227387
Address Date Evaluation Conducted Telephone Number
1432 120th Street,New Richmond,WI 9/18/05 715-246-2454
Pro perty Owner DCCI Land Planners Inc Parcel ID# Pending Page 2 3
of
Boring
a Boring# Pit Ground surface elev. 929.83 ft Depth to limiting factor >96 in. Soil Rafe
Horizon I Depth I Dominant Colod Redox Description Texture Structure Consistence Boundary Roots GPDfW
I I in. I Munsell I Qu.Sz. Cont.Color I I Gr.Sz.Sh. 1 1 I 1 •Eff#1 I `Etna 1
1 0-10 IOyr3/2 - sil 2msbk dsh as 2f .6 .8
2 10-18 1 4/4 - sl I fgr dsh C' if .4 ..7
3 18-32 7.5yr4/4 - is Osg ml cw - .7 1.6
T
r—� M..
Boring# Lj ouin�g
I_J U Pit vrvurx,sunacv eiev. n. UeWr tv nn,mng rau(M m.
Soil Application Rabe
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
❑ Big# Boring
Pit Ground surface elev. ft Depth to limiting factor in.
Soil Application Rate
Horizon DeO Dominant Redox Description Texture Structure Consistence Boundary Roots GPDW
I I in- I Munsell I Qu.Sz. Cont.Color I I Gr.Sz.Sh. ! I 1 I 'Etf#1 ! •Eff#2 1
•F9h rant$1 a Ron > An<m rrr,A and TRS>Tn<1 An rmA `FtAi jant ICJ o Rnn <�n ruin and Mq<'V)rmA
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need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-2648777.
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DCCI LAND PLANNERS, INC. • SOIL BORING
Lot#_2 -MEADOW RIDGE OF TROY
NW 1/4 OF THE SE 1/4 OF SECTION 17, A BENCHMARK ump-l
T28N, RI 9W,TOWN OF TROY, ST. —TOP OF CONDUITr
CROW COUNTY,WISCONSIN. ALT BENCHMARK w • •
—TOP OF CONDUIT `""• ,a.: • •
TOM NELSON CST- LIC.# 227387 N NOTE: THE CONTOURS IDENTIFIED ' ' Owl
ENVIRONMENTAL BY DESIGN ARE PRIOR M CONSTRUCTION. �„ L*•
CONSTRUCTION GRADING WAS IN
1432 120TH ST. PROCESS DURING SOIL TESTING. • i •
NEW RICHMOND,WI 54017 CONTRACTOR MAY NEED M i
ph.#716-246-2454 CONFIRM FINAL CONTOURS j
DURING INSTALLATION. a, + +
SCALE IN FEET l' - W
• •
1100 0 100
N 8
EL= 24.50 B1 L=925.35 6 7 3 -
B � EL 89
0
EL
-92 - �
EL=931.16
15• ! '"
EL 25.21 VEL=930.15
EL=X8.57® /
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