2012-03-07_PERMIT FILE - C2010088 ‎(4)‎

• Permit No: C2010088
• IBM Index Class Name: Permit File
• Doc Date: 3/7/2012
• Doc Name: Drainage Plan/Ponds 1, 2 & 3 Detail Map
• Section_Exhibit Name: Map 13
• Media Type: M
• Archive: No

0 0
0
�6
0
POND
C7-2a
4475
4470 Existing Ground
GLV1.7
4460 12" Recon
^� Soil Liner
4455
� o 0
B K O O O
_9
i 0
a,
V'
ipac
O
SECTION C -C'
POND #1 4475
4470
Sediment Storage Elev. 4464' i1 -' 4465
- Max. Water Elevation 4468'
:ted Native
° ° In
N N M M 14' In In %0
O O O O p O O O O
POND #1 CAPACITIES (25 -Year Event)
(ACRE -FEET)
WATER SEDIMENT
DESIGN 1.26 0.25
REQUIRED 1.23 0.02
3ottom Elev.,'
LO 0 In
O O O
SECTION B -B'
POND #2
4475 4475
Existing Ground
4470 �'- 4470
- c -2b
4465
- - - 4465
Q� Az55ROAp __- Max. Water Elevation 4466'
o Q, 4460 12" Recompacted Native Sediment - Storage Elev. 4461 4460
4455 Soil Liner Bottom Elev. 4460' 4455
O In O In O Ln O In O In O In O n O In O In O In O In
O O O N N M M ;;r � In In �D .O I1_ 1`�_ 00 00 O% alk O O
`rl + + + + + + + + + + + + + + + + + + + + + +
O O O O O O O O O O O O O O O O O O O O "" •—'
I_
\, r1+, POND #2 CAPACITIES (25 -Year Event)
A63'
O If )
00 00
C:) O
f446C
4455
O In O IO O In
SCALE: 1" = 10' (V) I
I iron Tnctnllntinn rin +nile rii'e�ue.n�ed iM CvI..�L.: +7O SCALE: I = 10' (H)
0
(ACRE -FEET)
WATER SEDIMENT
DESIGN 0.41 0.04
REQUIRED 0.37 0.01
SECTION A -A'
4475 POND #3
4470 Existing Ground
t
4465 I______— Sediment Storagil
4460 12" Recompacted Native Soil Liner_,'�
O In O In O In O In O In O
N N M M �' lf)
O O O O O O O O O O O
POND #3 CAPACITIES (25 -Year Event)
(ACRE -FEET)
WATER SEDIMENT
DESIGN 0.21 0.09
REQUIRED 0.21 0.01
Liner Installation details discussed in Exhibit20
Cj1
i
Contours generated from aerial photography taken by Cooper Aerial Surveys Co, on 5/5/2010
1 Foot Contour Interval
POND #1
b �
v v II'
� Awe
/�' ny
J
SCALE: 1" - 50'
ENGINEER'S CERTIFICATION
I hereby certify that this drawing was done
by me or under my direct supervision and
that all 6, rmation presented on this
dr�win4.49 +F661, _ ,correct to the best of
d� a:
n K. Stover -Bi <_
do P.E. 43402
C_2b
N
tiWS E
ONE INCH i
Liner Installation details discussed in Exhibit20
4475
4470
Max. Water Elevation 4468' If TF
Elev. 4466' tit 4465
Bottom Elev. 4465' 4460
n° ° r ° ° rn o n o 0 a0 000
+ .+ +
O O O O O O O O
O "
np
P
SCALE: 1" = 50'
PREPARED FOR:
CAM COLORADO LLC
2352 N. 7th Street, Unit B
Grand Junction, CO 81501
Phone: [phone]
PROJECT:
TITLE:
PREPARED 13V: 'JVEE & ASSOCIATES, INC.
DRMS LD. No.
2A52 N. 7th STREET, UNIT B
DESIGNED BY TKB 03/11 - - •1 Jet., CO 81501
Date DRAWN BY: TKB 03/11 SCALE:
vtea1, 0D
FE6 29 701?
V Nlinin9 and Saiew
4466 4468.
POND #3
0-3c I
,!
FRUITA LOADOUT
DRAINAGE PLAN
PONDS 1 - 3
As shown
DWG. NAME:
SCALE: 1" = 10' (V)
SCALE: V'= 10' (H)
SCALE: 1" = 10' (V) I
SCALE: 1" = 10' (H)
SCALE: 1" = 50A
MAP -13
LEGEND:
5.0
PAP Adequacy Responseto USFWS Incorporation
TKB
01/06/11
v)
BERM DRAINAGE DITCH
4.0
PAP Findings - FWS Conservation Incorporation
TKB
12/8/11
0
PERMIT BOUNDARY HHHHH RAILROAD
3.0
PAP Adequacy Response #3
TKB
08/11
v)
SEDIMENT POND EXCELSIOR LOGS
2.0
PAP Adequacy Response #2
TKB
06/11
>
0 POND #1 DRAINAGE AREA
1.0
PAP Adequacy Response #1
TKB
03/11
No.
DESCRIPTION:
BY
I DATE
POND #2 DRAINAGE AREA
� POND #3 DRAINAGE AREA
REFERENCES
(ACRE -FEET)
WATER SEDIMENT
DESIGN 0.41 0.04
REQUIRED 0.37 0.01
SECTION A -A'
4475 POND #3
4470 Existing Ground
t
4465 I______— Sediment Storagil
4460 12" Recompacted Native Soil Liner_,'�
O In O In O In O In O In O
N N M M �' lf)
O O O O O O O O O O O
POND #3 CAPACITIES (25 -Year Event)
(ACRE -FEET)
WATER SEDIMENT
DESIGN 0.21 0.09
REQUIRED 0.21 0.01
Liner Installation details discussed in Exhibit20
Cj1
i
Contours generated from aerial photography taken by Cooper Aerial Surveys Co, on 5/5/2010
1 Foot Contour Interval
POND #1
b �
v v II'
� Awe
/�' ny
J
SCALE: 1" - 50'
ENGINEER'S CERTIFICATION
I hereby certify that this drawing was done
by me or under my direct supervision and
that all 6, rmation presented on this
dr�win4.49 +F661, _ ,correct to the best of
d� a:
n K. Stover -Bi <_
do P.E. 43402
C_2b
N
tiWS E
ONE INCH i
Liner Installation details discussed in Exhibit20
4475
4470
Max. Water Elevation 4468' If TF
Elev. 4466' tit 4465
Bottom Elev. 4465' 4460
n° ° r ° ° rn o n o 0 a0 000
+ .+ +
O O O O O O O O
O "
np
P
SCALE: 1" = 50'
PREPARED FOR:
CAM COLORADO LLC
2352 N. 7th Street, Unit B
Grand Junction, CO 81501
Phone: [phone]
PROJECT:
TITLE:
PREPARED 13V: 'JVEE & ASSOCIATES, INC.
DRMS LD. No.
2A52 N. 7th STREET, UNIT B
DESIGNED BY TKB 03/11 - - •1 Jet., CO 81501
Date DRAWN BY: TKB 03/11 SCALE:
vtea1, 0D
FE6 29 701?
V Nlinin9 and Saiew
4466 4468.
POND #3
0-3c I
,!
FRUITA LOADOUT
DRAINAGE PLAN
PONDS 1 - 3
As shown
DWG. NAME:
SCALE: 1" = 10' (V)
SCALE: V'= 10' (H)
SCALE: 1" = 10' (V) I
SCALE: 1" = 10' (H)
SCALE: 1" = 50A
MAP -13