HomeMy WebLinkAbout018-2007-26-000 (2)
Page
~ ofWisconsin Department of Commerce SOIL EVALUATION REPORT
.Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Review Date
Please print all information. G
Personal information you provide may be used for secondary purposes (Priv Law, s 15.04 (1) (m)). ~~✓Y~
arty Location"
property Owner
L! Q✓ 3.. Lots 1 /4 114 S T 9 N R E (or W
Lot~k Block # Subd. or
4tZ
Property ~ Mailing Address m a 1/' ed
/'t /e e
CRy ~
State y Zip Code Phone Nupaber ~Ilage Town Nearest Ro
design flow rate 29 GPD
New Construction Us . Residential / umber of I>~'1€ Code derived
Replacement r ❑ Public or corn ciii( Desa1
Flood Plain elevation if applicable
Parent material ~
General comments
and recommendations: (+e ✓e.4
ED Boring # ft. Depth to limiting factor! in.
Soil Application Rate
Boring Pit Ground surface elev`~ ~ /
-rte- J
Texture Structure Consistence Boundary Roots GPD/R=
Horizon pepth Dominant Color Redox Descxiption Gr. Sz. Sh. •Eff#1 'Eff#2 141
in. Munsell Qu. Sz. Cont. Color
Boring # Boring
Ground surface elev. ~ft• Depth to limiting fad in. lication Rate
Pit
Texture Structure Consistence Boundary Roots GPD/fF
Horizon Depth Dom! nant Color Redox Destxiption •Etf#1 'Eff#2
in. Munsell Qu. Sz.~nt. Color Gr. Sz. Sh.
z- ~L If
sl . D
Effluent #2 = BOD 30 mg/L and TSS < 30 mg1L
• Effluent #1 = BOD > 30 < 220 mglL and TSS >30 < 150
CST Number
Name (Please Print) re ST
Bird Plumbing, Inc. Shaun Bird f 226900
Number
Date Evaluation Conducted Telep
Address 715-246-4516
1008 192nd Ave, New Richmond, WI 54017
_ lvt a ~ t~
Parcel ID # Page' _ of
Property Owner
❑ Boring
Boring # in.
Apit Ground surface elev. Q ~ t ~ft• Depth to limiting factor /-3-- Soil Application Rate
Consistence Boundary Roots GPDlff°
'Horizon Depth Dominant Color Redox Description Texture Structure •Eff#1 •Eff42
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
' Fr cs
2 MU 1( 01 -S
F-1 Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
Gr. Sz. Sh. •Eff#1 •Eff#2
in. Munsell Qu. Sz. Cont.-Color
❑ Boring
Boring F-1 # Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil Application Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots -Eff#1 'GPD1fFEtf#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
Effluent #1 = BODO > 30 < 220 mg1L and TSS >30 150 mgA- ' Effluent #2 = BODS 130 mg& 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 608-264-8777.
36"30 (R.6100)
Soil Test Plot Plan 4 J
Project Name P.C. Collova Bldrs. Inc. Shau ird
Address P.O. Box 489
Somerset Wi 54025 M #226900
Lot 26 Subdivision Farm View Ridge Date 5/8/04
SW 1/4 NE 1/4S 5 T 29 N/R17 W Township Hammond
F-I Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Survey Iron
System Elevation 105.0' *HRpSame as Benchmark
Alternate Benchmark Top of 1/2" Pipe @ 100.2'
186'
Property
Line Scale is 1" = 40'
unless otherwise
noted 102'
103'
7%
Slope 15'
* B-2
B.M. B-3 35'
lt.
B. 25'
40'
13-
150' Pro Town
Road
J
3
M N 1 /4 CORNER,
SECTION 5, FOUND
o N SURVEY NAIL NORTH LINE OF THE SW 1/4 OF THE FRACTIONAL NE 1/4
° UNPLATTED ANDS
cn N 89'51'32" E 1316.00'
Ua r - i 1 330.63' u~ L18 308.46'
u HWE =1062.2' 653.99' m - - - F- T -
L12 l80 =1064.2' / N
N \ HWE =1055.0' L1166 L20 =
- 15.00' 20 / / i0 \ LBO =1057.0' ! HWE 1055.0'
160607 S.F. \ \ I I; L80 =1057.0'
' 3.69 Ac. /ry ~M~/ \ \ I~ ,III N
15.00' Il
- - _ _ N 87'34'27" W 506.31' - / / \ \ \
- - - - g~o~~
I o -----------7 \\\a~, 29 ~ ~w 121~80S.F.
21 ^ 134722 S.F. I~ LA 2.80 Ac.
1o I : 81160 S.F. \ \ 3.09 Ac. y ~ o
d 1.86 Ac. \ \ N N
I~ _ N
/ ; ~ 80' 1EAAPDR/1RY
a N 80 09'O1~W 441.58' C 12232748 S~ \ \ ~~i E SEMENT TO
ro -215 48 • 2.>~ Ac. \ v'
J o 1 - ~ct \ \ (p' 4 UP~ OVED /
3 W I & 226.12' _ \ \ \ \ II ~N .EX~SM OF /
o M R ~i,
CV 8304 S.F. / N \ \~!s ,
z Z n1 11n 1.52 Ac. "`1 / N/ , \
o 22 z I / / / / \ \ ~sr~s \ \ \ C23 S
tc0p Q 80' TEMPORARY jn / / 27
I w EEAAE o ,d / 71902 S.F. \ \ G? / _ _
BE REMOVED / / 23 \ 1.65 Ac. \ -
uWESTTERLY 113623 S.F. N / \ \ ~p3s y \ \ ¢0 ~g , , _ ?
Z EXTENSION OF / / 2.61 Ac. / r ~,`1-~ - HWE =1 76
O ROADWAY. 2 / N v \ \2 w G ~ _ _ ,
I \ / i GZ
~c \ / to/ 00 t \ \ \2\69~) } / / X23 ,
I~n`F\ ~cl / N 87'32'18" E / / 26 \ \ \ L/ /
V
C'~ 81.84' `2 891 S.F. \ / / / , 31
C Z / \ \7~" 1.60 Ac. , ry/ c~~/'/ / / i 82454 S.F.
r~ \ ~S \ \ / \ \S3 S `j / / / 1.89 Ac.
0,0O! \ \ \6\W l / N 84'40'" W
\ -t Nc,1~W / \ \ ~7\)• 6' lip ~5
cr c,~, f T 1~ v /
` N / \ 66514 S.F. \ 32
j j aVn \ / \ N 66. 1.53 Ac. o / /d 79961 S.F.
l o o O d \ \ ~3° / / o / o / 1.84 Ac.
ail a+ \ \ \ C1\\ ^ \ \ \ \ 2369 / M / L = N 82'21'33" W 459.01'
\ J / /rte / sh~ _
69641 S.F. J 72161 S.F. / N /N / 47
1.60 Ac. \ ~O C \ 1.66 Ac. 0)/ , ^o /i~ 33
\ / ^ 1% c) /Z / iV \?O 88149 S.F. 6
I ~ / /,yO~~Dc \ C`~9~ \ \ ~ ~ 6 . \ ~ ~ \ \ \ / / ~ ry ~ \ \>>4 2.02 Ac.
~ \212 ~ \l N \lY
/g'~ 72244 S.F. .~1> \ 377 66 • \ ` / / / 3~P - - - -
1.66 Ac. ?2e~ / / /W
\ \ a \ 97'~ /c> / s153 AcF I S 89'26'33" W
i0 6~ \ 68909 S.F. / ~5~\46" n
rl p8\~ / 1.58 Ac. /./_b~~,/ / ~w 336 0,.1~