HomeMy WebLinkAbout040-1310-00-006 (2) Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings
n Comm 85,Wis. Adm. Code
1 County St.Croix
Attach complete site plan on less 81/2 x 11 inches in size.Plan must
include,but not limited to:vertical and ontal reference�gjpt(B64}, Parcel I.D.
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Personal information you provide may be used for secondary purposes(Pri�acyi sps.15. (1)(m)). l Z v s
Property Owner P Location 1:1 El
DCCI Land Planners Inc KL!X G'��UN Govt NW 1/4 SE 1/ S 17 T 28 N R 19 E(or)W
Property Owner's Mailing Address ZQNI G Block# Subd.Name or CSM#
1505 HWY 65 � I 6 I I Meadnw Woe of Tmv
City State Zip Code Phone Number ocity [Village [HITown Nearest Road
New Richmond WI 1 54017 1 ( I UOY I East Cove Road
QNew Construction UseE] Residential/Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
Replacement _ Public or commercial-Describe:
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rwnt rnah"im Loess over glacial till Fkwwi Plain akwafinn if annW-Ahla —A R
� n� �s; with several continuous bands,1",ci,10yr5/3,c2d5yr5/8,Om _
f .. . - n Boring 1
U ... .a E] Pit Ground surface elev. 922.22 ft. Depth to limiting factor >yp in.
Sal Application Rate
Horizon Depth Dominant Colorf Redox Description Te)due Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'EB#1 '002
1 0-13 10yr3/2 sil 2msbk dsh as 2f .6 .8
1 2 113-19 1 ,n.,.em I I sil 1 2mchk I dsh I cw 1 If I .6 1 .8
3 19-26 7.5yr4/4 - s1 lfgr dsh cw - .4 .6
4 26-54 7.5yr5/4 - Is osg dl ew - .7 1.6
5 54-72 7.5yr4/4 - sl Ifgr dsh cw - .4 .6
6 I 2-90 I 7.5yr4/4 I - I A I Urn I dh I - I - I .2
c
❑2 Boring# 0 Boring 925.05 >90
El Pit Ground surface elev. ft. Depth to limiting factor in.
�— Sal Application Rabe
Dominant Ho Depth nt Redox Description Texture Stnx�uure Consistertoe Boundary_ Roots GPD/IF
rizon
1 I in I M„nail I o., S, r nt r`.nlnr I I r;r S, Sh I I I -FfW i -FfW
1 0-15 10yr3/2 - sir 2msbk dsh as 2f .6 .8
2 15-24 1 4/4 - sil 2msbk dsh cw If .6 .8
3 24-31 7.5yr4/4 - sl 1 fgr dsh cw _ .4 .6
4 I M-43 I 7..,yr 4/4 I s I 059 � di � ... I - � 11
5 53-90 7.5yr4/4 - sl Om dh - - .2 .6
Etlluent#1=BOD_>30<220 mAIL and TSS>30<150 rrrcrl- 'Effluent#2=BOD-<
JMTxUL artd TSS_<30 rnccdL
rST Nanna rPlociaa Prinn — - — S,innahirp —rRT A6rr*w
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Thomas C Nelson 227387
Address Date Evaluation 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
❑ �# E3 Pit Ground surface elev. 923.09 R Depth to limiting factor 72 in. .
Soil Application Rate
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots GPDtff
I I in. I MunseN I Qu.Sz. Cont.Color I I Gr.Sz.Sh. I I I ! "Eff#1 I -Eff#2 !
1 0-31 10yr3/2 - sil 2msbk dsh as 2f .6 .8
2 31-52 1 /4 _ sl I fgr dsh cw if .4 .6
3 52-72 10yr4/4 - sl Om dh Cw - .2 .6
A 77-91) 7 11Z—A rn a
*..,..._......_a_,. r* nm* at min n 5/0 0
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1-1 tt-i
I I e�ng# W °"J
t_J U Pit vrwna sur,aas eiay. n. velm,w mrnang,aaw m. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Shucdure Consistence Boundary Roots GPDW
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 -Ef##2
1 1 i 1 1 1 I i 1 1 1 1
F-1 Boring# Boring Pit Ground surface elev. ft. Depth to limiting factor in.
Soli Application Rate
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots GPEW
i lo• I Munsa I Qu.Sz. Cont.Color I I Gr.Sz.Sh. I 1 ! 1 •Eff#t I 'Eff#2 I
*RM uw*Al a Rnn >An<M rmA aril TCe,>_An<15n mnA •FiRi w**?=Win <1n nviA and TPA<3n mnA
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DCCI LAND PLANNERS, INC. •SOIL BORING
Lot# 6 -MEADOW RIDGE OF TROY
NW 1/4 OF THE SE 1/4 OF SECTION 17, BENCHMARK
T28N, R1 9W,TOWN OF TROY, ST. -TOP OF CONDUIT Mw,.
CRODC COUNTY,WISCONSIN. 0 ALT BENCHMARK '° • • r
-TOP OF CONDUIT '°"• LOT • •
aor. ►m. •►ors •
TOM NELSON CST- LIC. # 227387 N NOTE: THE CONTOURS IDENTIFIED
ENVIRONMENTAL BY DESIGN ARE PRIOR TO CONSTRUCTION. LAN U*•
CONSTRUCTION GRADING WAS IN
1432 120TH ST. PROCESS DURING SOIL TESTING. • i •
NEW RICHMOND,WI 54017 CONTRACTOR MAY NEED TO i
ph.#715-246-2454 CONFIRM FINAL CONTOURS • ,
DURING INSTALLATION.
SCALE IN FEET Y - 40'
100 0 100
.87 L=918.89 /4 ,3 7
'
W EL=922.22
B1
EL=919.60 / ^
w
� *� �s• EL=925.61
.58 B3 EL=925.05
®E =923.09 2
s' EL=925.48
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