2019-10-10_PERMIT FILE - C1981018 ‎(11)‎

• Permit No: C1981018
• IBM Index Class Name: Permit File
• Doc Date: 10/10/2019
• Doc Name: Discharge Point of Compliance at Existing BLM Red Wash Reservoir #2
• Section_Exhibit Name: Map 163
• Media Type: M
• Archive: No

W E
5590
CID
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1t,=56t 1.5' w 0
H FLUME oC as s
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SUBSOIL STORAGE AREA EXISTING GROUND Z3
r 0
p,4 -- .-- / FROM REFUSE AREA 5A 55so o � "
62 c 0 ,� / / /
�`'Z► ........ / '� \ -_---------- ----- Q 0 J
Pv SEE MAP 77A ____� __ © w W
-5.9% w U 0
CONCRETE FLUME STRUCTURE w (0 a.
�• / \ aM � Z
BOTTOM OF NEW DITCH
,° 5570
GENERAL P40TES: ,� � � {/1 \ \ � �C `MD
,.� _ ! \ \ ` / 2+25 2+50 2+75 Q
14 THE FLUME SHOWN HEREON WILL BE THE POINT OF COMPLIANCE FOR DISCHARGES FROM REFUSE AREA RP-A LOCATED
APPROXIMATELY 2000 FT TO THE SOUTHWEST AND DETAILED ON MAP 162. in
\ DETAILED CONTOURS COVERING POND AND SPILLWAY AREA ARE FROM GROUND BASED TOPOGRAPHIC SURVEY
SPILLWAY ALINGNMENT ......
COMPLETED IN JULY 2019 WITH A 1 MINOR AND 5 MAJOR INTERVAL. EXISTING CONTOURS OUTSIDE POND AND \ `--- --- -'! �-� 1"=10' �. w
SPILLWAY AREA ARE FROM AERIAL PHOTOGRAMMETRY SURVEY PERFORMED IN 2003 WITH A 5 MINOR AND 25 MAJOR
INTERVAL.AERIAL CONTOURS ARE LESS ACCURATE THAN THE GROUND SURVEYED TOPOGRAPHY. --'" Li■
LL
BECAUSE THE POINT OF COMPLIANCE UTILIZES AN EXISTING BLM POND, NO RECLAMATION OF THE POND WILL BE
PERFORMED.
` EXISTING GROUNG z 0 _ a)
�- \\\\ f ----- ---._ __-- "�` ._.-- f / `�--- EMERGENCY SPILLWAY u
- 0­KIM
._
5 A
,.-- RiP RAP ON DOWNSTREAM FACE r
aC a v
OF SPILLWAY SLOPE 1.5 H FLUME
NEW DISCHARGE STRUCTURE WITH f .f o`' ,/ 5570
__ 42
1.5 H FLUME AND EMERGENCY /' �,,- f' f
-- '
__..--- cr
OVERFLOW SPILLWAY �` ,/
�- _- \ -- 0+25 0+50 0+75 ) 2 5
SPILLWAY CROSS SECTION � .�
`D
1 if=10' 0 -G s _0
U 0
J 4j,
/.` �`' / / -'" �- 5580 _ .. ._. o
-�// f / io / i\� / j / `\ � /� '� -'`` "" f EXISTING GROUND
~ o 0 0
�7 1 /�cQ ,r4(/ / \e\~ �� ! ,� f / 2 - —_— _-----------�
5570 1.69
�/i 1 �\1I I\I I 2.85
/ 1�(✓�/J/ oi/ {IIiI I f- / RIP RAP
11111//1 f,, !1`\tl\, f f _ SEE CHART
\ \ -- —_ `map f x f f f i /' ENLARGED EXISTING DITCH \\1t�
.� FLOWS INTO RED WASH \ 1 /�It11 1 }\lI .� / / 5560
'' r--- Imo"•`~i��?(\�� ,./ 0+00 0+25 0+50
CHANNEL CROSS SECTION
x�f/ /%/i i�-''f /� ---- --` '� f 1"=10'
/ / o f .• o
o /
� // ✓' // j�.//j
i f
/
Ile NX
Red Wash Reservoir#2 Elevation vs. Storage
5577 4;
1 III / l I .-',err l i'-� �t�,\��\\\\�\\\ \�\\ ti�\\ ! s� 5576
o
1 I III / - .. y'.- oti �� \ \\ ..-.� \ �\� )
5575
o f r ., / �f/-- _���\��\��ti�'� ��i�\ s \�\'�`N\\\\ �f 75-- � j I I I t r \\ \\\ \ \\\r ------555574
I I I I I / -� �` `\ \ \�lt Is�\�'�` -.\\\����1�t\off.> > -�-`�' --r'�� LEGEND 5573
5572 f "
�\ t\\.\\\\���\\\\\,\ \ \\\��N�,�--�— DESIGN MAJOR I �
OR CONTOURS c
5571
\ \mot \\ \ \\\ \\ \\\\ \\\ DESIGN MINOR CONTOURS 1 a� 5570
EXISTING GROUND MAJOR CONTOURS 5569
5568
EXISTING GROUND MINOR CONTOURS 5567
�, -.__.._---._._..._----.... ——- � 5566
1 1\\\l\ \ i\\\ \\ \\�, ____ LiGHT USE ROAD `-
11I\\\\\ \\ \\\\ \\ .�\� _ _ -------_._--_. ... _ _ _ �-- 5565
\\ \�\�`\ X EXISTING FENCE ''�
REC (� / I i / ' { 1 1 �� \\ �\� / i 5564
�1 1/ / { 1 1 1 1 / -�"' ` 5563
E&�R\V
10.0 0.5 1.01.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0
Storage Acre-Feet
0= — --- 1,�a Tf1Y7 /i\4j/ // / ? I N\
Approved 10/10/19
� i . --� \ \ \� �° 1 /,f r,'f .� / /, / I -�\� RIP RAP CHART
�� f `\ I III\� „\� \
-5585—__.. \ r I I \ i / /I Bottom Side Slopes Channel \
\ i I II I i I I .11—J_ /! �r f' i l�s \ I I';/�r\ `---- Channef
i N I / / / / \ \ t . o/ Width (ft Xh:1V Slope % Dmin din} D50 �in� DmaX in
\ X -t-= �. 1/ = 1 X �`�`.� � r ,�`'
x _�- � 4 992
c
---. / Outlet Ditch 2.85 2 5.9 8 12 18 q 17 I 1 .a .�
/ \ Spillway Slope 21.5 2 33 10 15 23 •— ��°
+/ AL
z
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f 1