HomeMy WebLinkAbout020-1472-00-001 (2)
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.Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings x k
i0 ccclfdan . . mm fREC ounty
Attach complete site plan on paper not less than 8 112 x 11 i hes in size. Plan must
include, but not limited to: vertical a^A hQ i,nnt21 rgfPrPnCP int (B~~r~ ctiggn and arcel I.D.
percent slope, scale or dimensions, north arrow, and locatio and di3~ode to9nerelbd. U + C} 7
Please print all inform atio ewed Dat
ST. a 01~~ Wrn~~Nyy ~
Personal information you provide may be used for secondary pu s (Privacy Law, S. J95 Gd ( p. O
Property Owner • '
rI I A~ ~ Govt. Lot 1/4„Sf JI/4 SZZT N R 1 E (o W
t C, # Subd. Name or CSM# r 2 G3 U
Properly Owners Mailing Address Lot # I
~J\
city State zip Code Phone Number ❑ City *Villago~~ Town Nearest Road
(s i ter
New Construction Use Residential / Number of bedrooms- Code derived design flow rate GPD
❑ Replacement ❑ Public Orr comet a Describe: -
Parent material .5+~.~~ Flood Plain elevation if applicable ft.
General conxnents
and recom ons: Irk` wcz o
F Bodng # E] 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 GPDAf
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
e y
r!
Boring # p Boring /
® A-P-it Ground surface elev. D 1 Depth to limiting factor ! in. Sal Appli Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
s/ c l a r~l G rn ~r ~'s 2
0-
)I I Y-
2 1 n r 7 . h
Effluent #1 = BOD > 30 < 710 mg1L and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS 130 mg/L
- .
226900
Bird Inc. Shaun Bird
EST 77n!dAv7ee, ) CST Number
Date Evaluation Conducted Telephone Number
Addr715-246-4516
1008 1New Richmond, WI 54017 - 1 -
t
Property Owner _ C] Boring Parcel ID # Page of
n
ng # ~p;t Ground surface elev.(/ ft. Depth to limiting factor 1 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 '042
rn -l a
--J) S
Z 6-1)S'
41
Bati # ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate
F-1ng
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 '042
❑ Boring
Boring # Ground surface elev. ft. Depth to limiting factor in.
F-1 ❑ Pit 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. 'Ef1#1 'Eff#2
Effluent #1 = BODS > 30 1220 mg/L and TSS >30:5 150 mg/L ` Effluent #2 = BODS < 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 608-2648777.
SOD4330 gum)
Soil Test Plot Plan
Project Name Dave Alwin Shaun
Address 413 6th St. N
Hudson Wi 54016
C #226900
Lot 1 Subdivision Cedar Win's Estates Date 1M 2/05
SE 1/4 S W 1/4S 22 T 29 N/R19 W Township Hudson
Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 1/2" pipe 5" above grade
System Elevation 100.0/99.0 *HRpSame as Benchmark
Alternate Benchmark Top of 1/2' pipe 5" above grade @ 100.0'
574' Property Line
B-3 35'
103'
B.M.
M
80' AtI.B.M.
B-1 B-2 5'
10% Slope
Y
J
Scale is 1" = 40' vPf~
unless otherwise 574' Property Line a0
noted
Germain Way
i
I ~ pGtl~L,1G74 G+MrI ~f1G,3~4 a04 9~3 I~
OM4a0O4 9 IaDD~4110oMn ~
LOT 2 I
2.61 AC. / a
\ Lao.-995 o I LOT 3
299@@m 2.71 AC. /
w&v @ Sao-aosso
LOT 1
3.39 AC. \
LOT 4
2.35 AC.
9RIM7M POW 20' 111 ' I
100 Im "V&-MOO
loo m
20• DRrruaE EASUO1T
-
- - - -
- _ , f cc~aarr
\•2C DwwAGE EA501ENi
2 1~1\\1~~ \ LOT 5
IIIIUII 2.18 AC.
V LOT6
2.01 AC.
Ili ~
LOT 8 \ L.&0.-90540
2.66 AC.
L.9.0..905.50
D O ~ ' ~ 91,Ni40E 9NF/9a11E
@B4Q4C _-__awcE SaauwHC -~----LOT 7 ao04
LILOr915.10 1.8.0.9/5.10 100 YR 111,L-9/A00
100 YR FROZEN M,L-9,4.00
MO-916.00
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100 YR FRROMM",&1o a0O4 9 6.~. Oo a. 900
r LJM~915.10
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REMOVE EXISTING DRIVEWAY
CONNECTION TO BADLANDS
ROAD NORM
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