HomeMy WebLinkAbout038-1148-40-000 RECEIVED
MAR 0 � 2004
WisarnDepartmento COn'�rROIxGOUNTY' OIL EVALUATION REPORT Page of
Division of Safety and Bu dings ZONING
Fa� ance h 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. p
percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Q 3 — z '7�'
Revie d by Date
Please print all information. 0
Personal information you provid ay be used for seconds purposes(Privac y Law,S.15.04(1)(m)).
Property Owner Property Location
Govt.Lot 1/4 1/4 S T N R E(o W
Property Owners Mailing ress Lot# I Block# Sul -Name or CSM#
a/.- Cam✓/' Gr/��'Gl�itrt.�
City State Zip Code Phone Number ❑City ❑village Wown Nearest Road
?7 GPD
jj� ew Construction Use esidential/Number of bedrooms _ Code derived design flow rate —
❑Replacement ❑ Public or comm al-Describe: --._---- --------------- ---
Parent material e! ' t.� Flood Plain elevation if applicable ft.
General coffirnents 14 Sow ,tat�
an recommendations �17� ,V
E] Boring
a ARit�# Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f?
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
® Boring# 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 GPD/fF
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
n '
�'�--
2 - ,�-s'
a,s
Effluent#1 =BOD >30<220 mg/L and TSS>30 11 'Effluent#2=BOD 130 mg/L and TSS<30 mg/L
CST Name(Please Print i re CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1008 192nd Ave, New Richmond, WI 54017 `� 715-246-4516
Property Owner_ Parcel ID# Page of
FS Boring# ❑ Boring ,G�Ll
it Ground surface elev. v-` ' Depth to limiting factor 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 •Eff#2
a Boring# ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in.
-90�ilApplicafion 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 'Eff#2
F-1 Boring# ❑ 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 GPD/ff
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 'Eff#2
Effluent#1 =BOD->30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BODS<30 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.
SBD-8330(8.6/00)
Soil Test Plot?e2/26/04
Project Name Al Beeler
Address 970 Brave Drive
Somerset Wi 54025 M #226900
Lot
6 Subdivision Wigwam Shores D
SE 1/4 NE 1/4S 17 T 31 N/R18 W Township StarPrairie
Boring Q Well PL Property Line
County ST. CROIX
BM or VRP
Assume Elevation 100 ft. Top of Telephone Box
System Elevation 100.0/98.5/97.0 *HRPSame as Benchmark
Alt. BM Top of Steel Fence Post @ 100.4' Squaw Lake
Scale is 1" = 40'
unless otherwise
noted
179' Property Line
Pro erty Line
104' 102' 100'
98'
B-2 5'
0'
B-3 20%
Slope
35'
3 ' B- 10'
40'
111' RM Al B.M.
Brave Drive
■
O •3� N,
o
Ot
q 0) �n
,Q O o
N
}�°+, - -
202,ry as .
a
b z 0
6 c m o4Q 04 o
1e m D o '1+ N .
o
171
iO O,
t$ E �W S�So�3 a
m m p .i, 2 e 20
G �Q m p O�
U ;D ! O,° oq\\ 3 a, ,
r►-a m 3 o
N O` W
• T� Oho 0no4 L 3 � i
m =
doa o 4b c
O, 2 p 8.9
0
N LL
ro o no S
0
O� 00 ro
o a A
3120 Too 4 O
0 6B'
"0.1
aTW O,
in
� O
,
t,� L�
ro0 t-aim 46.00 Z " N
oo- < A O
i i c 00
i - p g
w
K 1 m o1W e c
y WHO �n
6
o
p rI NM�O a° f. to
p
O
d�
S 4
° °i.
b 0� m u . —
94
94.99 t 0 .
O"\� 103.69 l 8499 84.99
OD
tA
r w ro W W A
ON N
i10.00' 95.0
96
�O ro ti .00
ry2 800 0.0 � 85.00 BS.OU� N �
F
ow