HomeMy WebLinkAbout018-1008-90-025 (3)\ rw
Wisconsin Department of rc5S CSOt VALUATION REPORT
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County
Attach complete site plan on paper not less than 8 112 x 11 inch" jn size. Plan must
include, but not limited to: vertical and horizontal reference point {6M), iari and
Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest'roed.
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Please print all information.
Personal information you provide may be used for secondary purposes (Privacy Law, S. 15 64 (1 y {my).
Property Owner l
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Property Location
I" � 114 5 T � N R � � E ( W
l iJ �� �Y:%
Govt Lot
Property Owner's Mailing Address
LA
Lot a
BPock #
Subd Name or CSM#
City State Zip Code Phone Number
❑City ❑ Village ' T Nearest Ro d �7
ew Construction Us CAP esidential / Number of bedrooms ._.__ Code derived design flow rate `Y GPD
Replacement ❑ Public or commercial - Describe:
�n1
Parent material __- �.ij�_ Flood Plain elevation if applicable
General comments
�✓ , '
and recommendations: � e,
0 qq
Boring (� ✓
pit Ground surface elev. I ft- Depth to limiting factor in. Soil Application Rate
Horizon
Depth ,
in.
Dominant Color
Murtsell
Redox Description
Qu. Sz, Cont. Color
Texture
A
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
'2� ✓
GPDN
'Eff#1
'Eff#2
fi
ElBoring # LJ Boring
it Ground surface elev. /Aft. Depth to limiting fad .- � In. Soil lication Rate
Horizon
Depth
in.!�
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Or. Sz. Sh.
Consistence
Boundary
Roots
GPDlff
'Eff#1
'Eff#2
k1,1
M Fo
t c
r
+ t e,
�s
Effkmnt #1 = BOO, > 30 < 2.20 mgfL and I 5t:i >M < 15t1 C[Iruer n «c - U—C-
CST Marne (Please Print) to CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Dale Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54 �'��C 3 — 0—r
715-246-4516
Property Owner
241, t Parcel #
Page of
Boring # U nng
Ground surface elev- ft. Depth to limiting factor in.
Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
-
Texture Structure Consistence Boundary
Gr. Sz. Sh.
rYA
Roots
GPDIft?
'Eff#1
'Eff#2
F-I
Boring # U Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in. Sal ication Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Stucture
Gr. Sz. Sh.
Consistence
Bour►ctary
Roots
GPDM
'Eff#1
'Eff#2
Boring # U BoringGround surface elev. ft. Depth to limiting factor In.
❑ Pit Soil Application Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Desmptian.
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPDIff
`Eff#1
-Eff#2
Effluent #1 = Boos > 30 < 220 mglL and TSS >30 < 150 mglL ' Effluent #2 = $OD, c 30 mglL 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 609-266-3151 or TTY 608-264-8777.
S6D-9330 (R-6=)
Soil Test Plot Plan
Project Name P.C. Collova Bldrs. Inc. Shau
Address P.O.Box 489
Somerset Wi 54025
Lot 74 Subdivision Farm View Ridge II Date
►TM #226900
11 /13/05
E 1/2 NE 1/4S 5 T 29 N/111 7 W Hammond
Township
❑ Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 1 /2" Pipe
System Elevation 95.1 *HRPSame as Benchmark
Alternate Benchmark Top of lit" Pie C 97.8'
434' Property Line
Scale is 1" = 40'
unless otherwise
noted
7% Slope
41B
92.5'
5'
80' 94.5'
B-1
4o'
200'
25' 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!
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 will
need to be done?
A[I.B.M.
B.M. 199' Proaerty Line
N 03 5 3 4
N 03'53'14" E
E
81.99'
9s
L T 5
OT 55
H7-W! S-F
2,01 Ac.
—6-73'51 SY-
. 11, Ac,
SEE SHEET 2 OF 2
GE
ANT NOTE:
DENT SHALL DO
)UW 11171IRFERE VAIH
'ERADM OF TIE
c4sw WAIN
MOSIC14 PLAN FOR
CLUbM BUT 15 NOT
; UPON. oasm"NG
)R EXCAVATING OR
ONO EASEMeM
TCMES. WATER
ULWRT& BERMS 00
50' ILINLE= 1171"WISE "MID
(WASURED FROM R-O-V)
REFTFENOM TO THE
UNE OF SEC %
ED As mw7l`�304N'E.
LOCATION MAP:
(NOT TO SCALE)
SECTION 5, T29N, R17W,
PLAT LOCATION
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DRAFTEE) BY: JEFF MIKLA SHEET 1 OF 3
HUMPHREY ENGINEERING