2019-04-10_PERMIT FILE - C1981019A ‎(3)‎

• Permit No: C1981019A
• IBM Index Class Name: Permit File
• Doc Date: 4/10/2019
• Doc Name: Section 36 Pond As-Built
• Section_Exhibit Name: Volume 18 Exhibit 7 Item 26 Figure 26D-1
• Media Type: M
• Archive: Yes

Section AA '
-
7140 _ 7140
7135
_ 7135
7130 _ 7130
7125 7125
7120 3y.7V 7120
7115 7115
7110 _ _ 7110
7105 7105
0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00
Section
Section C - C 1
7135 7135
7135 C C
�
7130 7130 7135
7125 7125 7130 7130
7120 V 7120
7125 Syr` 3N'� 7125
7115 _ 3fy,711 3t.{;1 7115 7120 7120
7110 7110 7115 7115
7105 7105
0+00 0+20 0+40 0+60 0+80
0+00 0+50 1+00 1+50 2+00 2+50
II -
Scale 201
A
0+00
{
Stage Storage Curve
Section 36 Pond
� R,
n+ � ®
TOP OF STRUCTURE
� � 7130 (7130)
7129
f 7128
7127
7126
7125
7124 PI ' EMBANKMENT DETAILS
7123
7122 Scale I"=201
g7121
7120
0 7119
�h 7118 PIN IPAL PILL Y rsa
y �*. 7117
7116
77114
113AI? DOWNSTREAM
7113 EMBANKMENT CREST UPSTREAM
7+DU 7112 7i3o.o
7111 EMERGENCY SPILLWAY
7110 EL.7125,0,(TOP OF RIPRAP)
7109
7108
7107
Cp N 7106 PRINCIPAL SPILLWAY WITH ANTI-VORTEX TRASH RACK
O O O O 7105 1 1 9 EL.7118.0,RISER lS 18"DIA.GALV.STEEL CMP
0,00 1.00 2.00 3,00 4.00 5.00 6.00 7.00 8.00 9.00
TWO 3"DIA.PERFORATIONS AT EL.7116,0
2+00 Accumulative Storage (Acre-Ft)
24"SLIDING GATE VALVE,EL.INVERT 7107.3
POND BOTTOM
EL.7105.4
Storage Volume Computations
B2+50 B' ELEV. AREA AVG. INTERVAL STORAGE ACC. STAGE
0+00 0+5Q 00 �+ 0 ' 2+00 2+50 (ft) (ac) AREA (ft) (ac-ft) STORAGE INTERVAL
(ac) (ac-ft) (ft) 24"0 GAL STEEL CMP
^v p
7105.00 0.0000
` 0,0049 1.00 0.0054 0.0054 1.00
h Qh 1 7106.00 0.0097
" 1) 0.0172 1.00 0.0174 0.0228 2.00
3+00 �� 0� 7108.00 0.0377 0.0312 1.00 0.0308 0.0536 3.00
7108.00 0,0377
7109.00 0.0531 0.0454 1.00 0,0451 0.0987 4.00 11 -� 1
7110
.00 0.0748
0.0639 1.00 0,0652 0.1640 5.00 Scale
125
�1311 7111.00 0.0926 0.0837 1.00 0,0838 0.2477 6.00
7112.00 0,1117 0.1022 1.00 0.1020 0,3497 7.00
7113.00 0.1316 0.1216 1.00 0,1216 0.4713 8.00
7114.00 0.1535 0.1425 1.00 0,1427 0.6140 9.00
7115.00 0.1777 0.1656 1.00 0.1656 0.7795 10.00
7116.00 0.2045 0.1911 1.00 0.1911 0.9707 11.00
7117.00 0.2351 0.2198 1.00 0.2197 1.1904 12.00
7118.00 0.2676 0.2513 1.00 0.2513 1.4417 13.00
7119.00 0.3006 0.2841 1.00 0.2839 1.7257 14.00
4+ 7120.00 0.3400 0.3203 1,00 0.3211 2.0468 15.00
7121,00 0.3866 0.3633 1.00 0.3633 2.4100 16.00
7122.00 0.4334 0.4100 1.00 0.4104 2.8204 17.00 �7R-199
7123.00 0.4849 0.4591 1.00 0.4594 3.2798 18.00
7124.00 0.5381 0.5115 1.00 0.5112 3.7910 19.00 Approved 4/10/19
7125.00 0.5990 0.5685 1.00 0,5680 4.3589 20.00
4+S0 7126.00 0.6640 05315 1.00 0.6335 4.9925 21.00 •
0.6980 1.00 0.6974 5.6899 22.00
7127.00 0,7320 Section
7128.00 0.8134 0.7727 1.00 0.7719 6.4618 23.00 Pond
7129.00 0.9152 0.8643 1.00 0.8656 7.3274 24.00
7130.00 1.0426 0.9789 1.00 0.9807 8.3081 25.00 ENGINEERS CERTIFICATION
I AS-Bul t
BRIAN W, COATES, hereby certify that this
map has been reviewed by me and is true
5+00 N
and correct to the best of m knowledge SCALE:
y edge and As Shown
information, relying on information supplied 4
DATE: 4/18/18
A' � �3
by experts employed by Colowyo Coal DRWG. By. Tony
Company or qualified consultants working COAL APPROVED BY.- pal
wY Company, COMPANY
for Colo o Coal Com an and that I am a s
Professional Engineer licensed in Colorado as ,p$OPLE-pRODUCTl 'solp DRWG NO.
required by the provisions of C.R.S.
12-25-101 through C.R.S. 12-25-119. IN
Colowyo Coal Company Figure 7-26D-1
WITNESS WHEREOF, l have hereunder set 7
5 31 State Highway 13
3 my hand and affixed my seal. Meeker,Colorado 81641
f
No. REVISION DATE BY CHK
cc�Psee l MR-
Scale 111
_ 501
;�J' G 199 Added Staff Gauge Note 3125119 Tony BC
Svq�
ISO
-
14 # .
/� /� -- w
n t / V a -� i ,�` •'• .•• zontou eFt. *Soso**
. � . 4,
:.
'NNAL E�NNN��� N
iNING
Note: A staff gauge is installed inside the pond near the primary discharge.