HomeMy WebLinkAbout018-1008-60-000 (12)RIEG IVED
Wisconsin Department ofComme ir� ? ,wt �� LUATIb1t'R PORT
Page of
Division of Safety and Buildings
in accordance with Comm 8 , Wis.
I' �,) L! N I y
`1�
Adm- Co
,
County C C?
Attach complete site plan on pap' cl lel.1*6 I�,i es in ize.
Plan must
include, but not limited to: vertical d horizdil611{ direction
and
Parcel I.D.
percent slope, scale or dimensions, arrow, and location and distance
to nearest road.
Please print all information.
Reviewed by
Date
Personal information you provide may be used for secondary purposes {Privacy Law,
S. 15 04 (1) (m))
Property Owner
0 (
Property Location
Govt Lot *Fl s i
" -` 1 /4 S 5
r
T Z N R f E( W
, i t , f,.
Property Owner's Mailing Address
Lot #
Block #
Subd Name or CSfvt#
City State zip Code Phone Number
❑ City [:]Village
T
Nearest Rod (�
s U 1 L { )
. tc,
~
ew Construction Us esidential J Number of bedrooms _�� Code derived design Row rate _,_.. -�� GPD
❑ Replacement ❑ Publi or commercial - Describe:
Parent material n Flood Plain elevation if applicable ft.
General comments _
and recommendations: q -
r
&I n:'L j -
n,
Ong # Q Boring
F 1-1 Pit Ground surface elev. L L ft. Depth to limiting factor in.,i1 Annlirafion Rate
Horizon
Depth '
in.
Dominant Color
Munsell
Re+iox Description
Qu. Sz Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDfff2
•Eff#1
'Eff#2
O- o
4^
V �72
-
,'ut'
�/
M
L 1
}
_
Boring# �[]/Boring
-
t l pit Ground surface elev. R. Depth to limiting factor Soul Aoolication Rate
Horizon
Depth '
in.
Dominant Color
Murmeil
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh-
Consistence
Boundary
Roots
GPD/4F
*Eff#1
'Eff#2
c�
Y
' Effluent #i = BOD > 30 < 220 mg/L and TSS >30 < 150 molt- tmuent tfz = rsuv : au I1UL am, - —L"
CST Name (please Print) Signature CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Dare Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 f� �� ��� 715-246-4516
Property Owner
❑ )3o i g
Q-)
Parcel ID #
Ll `/
Page of
Ground surface elev. ! / ' h. Depth to limiting factor — In.
Soilication Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Strtkture
Gr, Sz- Sh.
Consistence
Boundary
Roots
GPDIff
"Eff#1
"Eff#2
`�-
Boring # ❑ Boring
❑ pit Ground surface ekev. ft. Depth to limiting factor in Soik ligation Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu, Sz. Cont. Color
Texture
StnxAure
Gn Sz. Sh.
Consistence
Boundary
Roots
GPDM
"Eff#1 I
"Eff#2
Boring ❑ Boring
# Ground surface elev. ft. Depth to limiting factor in.F-1❑ Pit Soil Applrnon Rate
Harizcm
Depth
in.
Dominant Color
Munsell
Redox Description .
Qu. Si. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
ry Bounda
Roots
GPDIff
'Eff#1
"Efl#2
Effluent #1 = BODi > 30 1220 mgfL and TSS >30 < 150 mg/L " Efttuent #2 = BOD, < 30 mgfL and TSS � 30 mglL
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 TFY 608-264-8777.
SBD-63WRAW
Soil Test Plot Plan
Project Name P.C. Collova Bldrs. Inc. Shau
Address P,0.Box 489
Somerset Wi 54025
Lot 56 Subdivision
E 1/2 NE 1/4S 5 T 29
rI %
vrl l�rl/
CS #226900
Date 11 /13/05
Township Hammond
Boring (D Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 1/2" Pipe
System Elevation 99.8' *HRpSameasBenchmark
Alternate Benchmark Top of Lath @ 1.03.0'
1 13' Property Line
*Atl.B.M.
N,B.M. 60'
579' Property Line
Farm View Ridge 11
N/R1 7 W
291' Property Line
IM
Mff
Soil Test may not be suitable
for owner's desired building
location, if tested area is
disturbed or a different area is
desired, a new soil test w i i I
need to be done!
Scale is 1" = 40'
unless otherwise
noted
B-3
5% Slope
98,
99,
B-2
Please note: Surveying was not
completed at the time of testing, All lot
lines and setbacks will need to be field
verified prior to installation!
n
.IVNpLA>EP 1AN2a
NORTH LINE OF THE NE 1/4 OF TH
N 89'52'25" E
CTH RD. NE" 1317.63'
N 89'S2'25" E 1284.58'
50.00' OUTLTLOT - N 89-52'25" E 1284.52'
w
z
0
Z�w
a
z o T-
n
Q N 06
p p LV
F 0
a Z
a
k
w
z
ti
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A
LEGEND:
�)
PROPOELD DRIVEWAY LOCATIONS
— -
- 2'J LDNG SETBACKS
UTILITY EASEMENT
— - - -- -
- — DRAKAGE EASEMENT LINE
._...»....`t....�,_
66' JOINT DRIVEWAY EASEMENT
FOUND 1 1/4- IRON PIN
FOUND 1.31' IRON PIPE
i
COUNTY MONUMENT
LOT 55
+ i +
FI734 3 !;F
tZip 1 --
I�'"1 Cr
a
2.01 Ac.56
a
+
Ac. '. ;1.
•�
'e, -4
33 f
LOT
��• +
131162 '
3.01 A
LOT 72
67351 S.F.
' s;c Ac.
SEE SHEET
2 OF 2
DRAINAGE
EASEMENT NOTE:
N0 OWNER OR REsaEN- -HALL 00
ANYTHING WHICHWCL'�U INTERFERE WITH-
I
OR CHANGE THE OPERATION OF THE
APPRCVED COMPREHENSIVE WATER
DRAIN A'� AND Sao E40" PLAN FOR
P THIS A.T. THIS INCLUDES Bur I5 NOT
LIMITED TO BOILDwG uPON, MTRUUNc,
ALT RINC, FLL NG, OR EXCAVATING Oil
.VMlNG IN ANY POND EASEMENTS,
MAiE'R DPANACE DITCHES, WATER
RUNWAYS, WATER CULVERTS, BERMS OR
;;AASS SEEDINGS.
NOTE: