REP00053

• Permit No: C1981071
• IBM Index Class Name: Report
• Doc Date: 12/31/1979
• Doc Name: POND A
• Media Type: M
• Archive: No

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POND A
CAPACITY 387 AC. FT.
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��-w LIMITS OF
\� DRAINAGE AREA
T. � 28,000 N
/ \ S
13, 9
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� TH-7 I
EMBANKMENT DRAIN
(SEE DETAIL,SHEET 4) �' TH -3
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TH -1/�
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\
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6,9 � � � � ����� T H - 8 �
0 23 24
SEDIMENTATION POND A EMBANKMENT
695
EMERGENCY SPILLWAY
( SEE DETAIL BELOW )
l
---_ /
SLOPE APPROACH TH -9 o
�x CHANNEL d 1`k� (
L.. %o
TO DAYLIGHT )b
• DESIGN SEDIMENT STORAGE O /
TH -2 : EL.= 6929.3
ro
%% 10 YEAR, 24 HOUR
/ 1WATER SURFACE 1 /�
EL. 6938.0 J /; �� � 25'
i
SLOPE(1 1% TO DAYLIGHT 0%
W 100' MIN.
/ W
o c
ci
—� \ : • ,000 N
SCALE: 1'= 100' \, _
\ O 25 50 100 200 / ?
\ \ POND A PLAN \ i
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PL
AND EROSION BA
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vo� W T C*4 mv
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— NATURAL -.
18
1 1/( e/� < S« -') i C
v4
DRAINAGE AREA=
51 SO. MILES
3290 ACRES /
19
0
0
try
1 A00
00 1 7
16
T5N
T4N
/ C;
SCALE: 1• =2000'
o DRAINAGE AREA
^b
0% SLOPE AT 8% T \
O DAYLIGHT
(SEE DETAIL \
'CONCRETE EROSION BAR
r- BELOW)
27' OF 18" RIP RAP ON VALLEY BOTTOM
6" GRAVEL BEDDING _
30' MIN.
T
100
EM- ERGE_NCY
I
3
_SPILLWAY _ PROFILE IN OVALLEYBOTTwoo
SCALE: 1'. 20'
EL. 6946.8
R BOTTOM OF EMERGEh
SPILLWAY
LLWAY CHANNEL DETAIL RIP RAP
N.T.S.
GRAVEL BEDDING =�
b a L°►, 3
Permit Number \ . � I - C-7:� (
Class: OPermit —
Section /Exhibit
Class. ❑Revision
Type /Seq:
Class *Re O ---- - - - -
Doc TYPe_
OApplication Ooal Only) ❑Bond ❑ tntorcement O Inspection ENERGY FUELS CORPORATION
8.. PO BOX G STEAMBOAT SPRINGS, COLORADO 80477
ECKMAN PARK
SEDIMENTATION POND A
27,' LOCATION PLANS AND
_ EMERGENCY SPILLWAY DET.
16"
8"
24"
i
CONCRETE EROSION BAR- DETAIL
N.T.S
CTL THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
1701 SOUTH FEDERAL BLVD: SUITE D-DENVER, COLORADO 80219
DATE: 12- -79 DRAWN BY WCH CHECKED BY RWT
JOB NO. 5787 C'• ^ ^T '� nF 7
� IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII
••III nnnrn11111l) IIIII IIII III]
Ji S i I
v 8
I
DRAINAGE AREA=
51 SO. MILES
3290 ACRES /
19
0
0
try
1 A00
00 1 7
16
T5N
T4N
/ C;
SCALE: 1• =2000'
o DRAINAGE AREA
^b
0% SLOPE AT 8% T \
O DAYLIGHT
(SEE DETAIL \
'CONCRETE EROSION BAR
r- BELOW)
27' OF 18" RIP RAP ON VALLEY BOTTOM
6" GRAVEL BEDDING _
30' MIN.
T
100
EM- ERGE_NCY
I
3
_SPILLWAY _ PROFILE IN OVALLEYBOTTwoo
SCALE: 1'. 20'
EL. 6946.8
R BOTTOM OF EMERGEh
SPILLWAY
LLWAY CHANNEL DETAIL RIP RAP
N.T.S.
GRAVEL BEDDING =�
b a L°►, 3
Permit Number \ . � I - C-7:� (
Class: OPermit —
Section /Exhibit
Class. ❑Revision
Type /Seq:
Class *Re O ---- - - - -
Doc TYPe_
OApplication Ooal Only) ❑Bond ❑ tntorcement O Inspection ENERGY FUELS CORPORATION
8.. PO BOX G STEAMBOAT SPRINGS, COLORADO 80477
ECKMAN PARK
SEDIMENTATION POND A
27,' LOCATION PLANS AND
_ EMERGENCY SPILLWAY DET.
16"
8"
24"
i
CONCRETE EROSION BAR- DETAIL
N.T.S
CTL THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
1701 SOUTH FEDERAL BLVD: SUITE D-DENVER, COLORADO 80219
DATE: 12- -79 DRAWN BY WCH CHECKED BY RWT
JOB NO. 5787 C'• ^ ^T '� nF 7
� IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII
••III nnnrn11111l) IIIII IIII III]
Ji S i I