HomeMy WebLinkAbout040-1310-00-005 (2) wisooristit Department of Corrwrr�+>not SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings
Comm 85,Wis. Adm. Code County St Croix
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Property Owner In ®
DCCI Land Planners Inc ZONING 1/4 SE 1/4 S 17 T 28 N R 19 E(or)W
Property Owners Matting Address Lot# Bkudc# Subd.Name or CSW
I 1505 HWV 65 1 5 1 I Meadnw Ride OfTmv 1
city State Zip Code Phone Number Elcity O Village ■ own Nearest Road
New Richmond i WI 1 54017 1 East Cove Road
El New Construction Used Residential/Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
n Replacement n Public or commercial-Describe:
1 Parant material Loess over elacial till Fkxxi Plain Pkevatinn if ar"imt4a .r, e I
General comments
and reoommendations: #w_i th_several continuous bands, 1",s1, lfgr,7.5yr4/4
n
(D Pit Ground surface elev. 922.87 ft. Depth to limiting Factor >90 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDW
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'En#1 'Eff#2
1 0-9 10yr3,2 sil 2msbk dsh as 2f .6 .8
I 2 1 9-18 I jr.-AIA I - I sil I 2mahk dsh rw 1 if 16 I 8 1
3 18-36 7.5yr4/4 - sl Ifsg dsh cN - .4 .6
4 36-90 7.5yr5/4 - Osg Osg dl - - .7 1.6
I I I I I I 1 I 1 I I I
2 Boring# Boring 923.58 X92
❑ Pit Ground surface elev. ft Depth to limiting factor in.
Soil Rate
I_Horizon Depth Dominant FoQ RedoxDescription Texture T Stricture Consistence Boundary Roots GPD/IF I
I in I Muneall 1 Orr S7 runt rMnr I 1 rr S, Sh I I I 1"Ffuti I 'Fffln
1 0-18 10yr3/2 - sil 2msbk dsh as 2f .6 .8
2 18-30 1 4/4 - sil lmsbk dsh cr if .4 .6
3 30-42 7.5yr4/4 s 1fgr dsh cw _ .6
w2-92 ;?s l 6s
4 /.�ylY/Y - is* ��� di 1
•EMuent#1=BOD->30<220 ma/L and TSS>30<150 ma/L 'E18uertt#2= mp_1L and TSS<30 mdL
f:4T Narrw wkkna. Prinn — - Rinnah ira te o� !`CT Ak rrrF■'►
Thomas C Nelson 227387
Address Date Evaluation Conducted Telephone Number
1432120th Street,New Richmond,WI 9/18/05 715-246-2454
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Planners Inc Land PlaaProperty Owner DCCI L _ Parcel ID# Pending Page of 3
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Boring# Pit Ground surface elev. 919.87 it Depth to limiting factor >96 in.
Soil ication Rate
Horizon Depth Dominant Redox Desrxiption Texture Structure Consistence Boundary I Roots L GPD/fF
I I in. I Munsell I Qu.Sz. Cont.Color I I Gr.Sz.Sh. I I I I `Eff#'t •Efr#2
1 0-13 10yr3/2 - sil 2msbk dsh as 2f .6 .8
2 13-22 1 /4 - sil lmsbk dsh cW if .4 .6
3 22-34 7.5yr4/4 - sicl lmsbk dsh cW - .2 .3
A 34-45 '7IC—A 1A t �F .7_t _ A
5 45-96 7.5yr5/4 - s Osg dl - - .7 1.6
I I Boring#
i t U Pit vapm m wmmffyg taKmm m. Rat e
Am
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff
in. Munseli Qu.Sz. Cont.Color Gr.Sz.Sh. 'Efr#1 'EfF#2
F-1 1 1 i 1 1 1 i 1 1 1 1 i
Boring# Boring
Pit Ground surface Bleu. ft. Depth m limiting factor in.
Sal Appitabon Rate
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots GPD/fF
I I in. I Mum I Qu.Sz. Cont.Color I I Gr.Sz.Sh. I I 1 1 'Eff#1 I TRW I
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DCCI LAND PLANNERS, INC. ®SOIL BORING
Lot# 5 -MEADOW RIDGE OF TROY
NW 1/4 OF THE SE 1/4 OF SECTION 17, A BENCHMARK +
T28N, R1 9W,TOWN OF TROY, ST. -TOP OF CONDUIT T !
CRODC COUNTY,WISCONSIN. ALT BENCHMARK • •
-TOP OF CONDUIT '""• �,.; • • •
' urr N NOTE: THE CONTOURS IDENTIFIED ` •un• •
TOM NELSON CST- Lie.# 227387 ARE PRIOR TO CONSTRUCTION.
�*•
ENVIRONMENTAL BY DESIGN CONSTRUCTION GRADING WAS IN 1Of"
1432 120TH ST. PROCESS DURING SOIL TESTING. • i •
NEW RICHMOND,WI 54017 CONTRACTOR MAY NEED TO
P h. #715-246-2454 CONFIRM FINAL CONTOURS j
DURING INSTALLATION. ;• �0••riyR i i
SCALE IN FEET 1' - 40'
-_ iiiFmi
• •
110D 0 100
OF
59 4' 5 ,39 )) 345 Q,
EL=922.7 28
\EL=924.06
L=918.89
EL=922.87
4
EL=919.60
=923.58
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