HomeMy WebLinkAbout040-1310-00-026 (2) Wisconsin Department of Commerce 211- EVALUATION REPORT pop 1 of 3
Division of Safety and Buildings
85,Wit. Adm. Code
County St.Croix
Attach complete site plan on paper not an 8 size Plan must
include,but not limded to:vertical and horiz fer Parcel I.D.
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Personal information you provide may be used for seconda urpose (�.82,9.8b(1)(m) ILI) 1)tv
Properly Owner Properly n
DCCI Land Planners Inc ST. OUNTY
ZONING O Lot W 1/4 SE 1/4S T 28 N R 19
Property Owner's Mailing Address # Subd.Name or CSM#
I 1505 HWY 65 I 26 I I Meadow Ridpe Of Tmv I
City State Zip Cods Phone Number aity ®Village ■ Town Nearest Road
New Richmond I WI 1 54017 1 ( East Cove Road
New Consbxcfiw Usee Residential/Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
Replacement F1 Public or commercial-Describe:
I Pararrr material Loess over lalacial till Fkxxi Plain nbvalim if annliraMa ... it
General comments
and recommendations: n
C eA.1� b✓,.c�
L� vy w (D
nBoring
pit Ground surface elev. 937.89 it Depth to limiting factor >98 in. Sob Rate
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munseti Qu.Sz. Cont.Color Gr.Sz Sh. "Eftill1 "E1fA62
1 0-10 10yr3/2 sil 2msbk 61 as 2f .6 .8
1 2 1 10-31 is I 0�-. I dI I c es I if 14 1 .6
3 31-68 5yr4/4 - sl Om dh cw - .2 .6
4 68-98 5yr4/4 - lvfs Osg dl - - .4 .6
I
2 Boring# Boring 929.50 X90
❑
Q Pit Ground surface elev. ft. Depth to limiting factor in.
Sod Application Rate
Horizon Deofh Dominant Redox Description Texture Structure Consistence Boundary T Roots GPDW
I I in I MrrnmA I Oil R7 rAW r'.nk,r I I rr R, Sh I I I 1—"FW I "FfW
1 0-27 10yr3/2 sil 2msbk dsl as 2f .6 .8
2 27-90 7.5 /4 - s Osg dl - _ .7 1.6
Effluent#1=BOD->M<220 mall and TSS>30<150 rued "Eftluent if2=BOD-<30 mall and TSS<30 ma/L
r-RT Names/Pbnvn Prins\ — - — ahrno r:RT MNY*wr
Thomas C Nelson Cn—C Rinn— WAer ori4i�?,dr S; nad 227387
Address Date E Telephone Number
1432120th Street,New Richmond,WI 9/18/05 715-246-2454
Property Owner DCC-II Land Planners Inc Parcel ID# Pending Page 2 of 3
LYl Ong
❑ Boring# Pit Ground surface elev. 934.92 ft. Depth to limiting factor X93 in.
Sal Apiplication Rate
Horizon Depth I Dominant Colod Redox Description Texture Structure Consistence Boundary Roots GPD/f�
I in. I Munsell I Qu.Sz. Cont.Color I I Gr.Sz.Sh. 1 I I I 'Ef#1 I 'Efr#2 1
1 0-12 10yr3/2 - is Osg dl as 2f .7 1.6
2 12-38 1 4 - Is Osg dl cW - .7 1.6
3 38-93 7.5yr5/4 - s Osg dl - - .7 1.6
r rl °--
t_J U Pit vruunu sumac wev. n. veFMr w nmmny rdaur m.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Efr#1 'Ef#2
a Boring# Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Rate
Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots GPDW
1 in. I Munsell I Qu.Sz. Cont.Color I ! Gr.Sz.Sh. I I ! ! 'Ef#1 I 'Eff#2 I
M want M=Rnn >In<17n rnNl arvi TSR>3n<15i)mnA Ffib want W=R(Nt <311 mnA and TSR<In mnA
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DCCI LAND PLANNERS, INC. 1 •
Lot#_26 -MEADOW RIDGE OF TROY SOIL BORING =I i
SW 1/4 OF THE SE 1/4 OF SECTION 17, BENCHMARK
T28N, R7 9W,TOWN OF TROY, ST. -TOP OF CONDUIT o'/ ,•T,.
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CROW COUNTY,WISCONSIN. 0 ALT BENCHMARK / * '� •
-TOP OF CONDUIT eT+
TOM NELSON CST- Lie.# 227387 N NOTE: THE CONTOURS IDENTIFIED
ENVIRONMENTAL BY DESIGN ARE PRIOR TO CONSTRUCTION. L&.,
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 LFW
DURING INSTALLATION. •
SCALE IN FEET 1- _ 4W •
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1100 0 100
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>>' 929.40 09 6
gl
0929.66
930.
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937.89 4
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931.49
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C� 929.50
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00 941.63
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