My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2022-07-12_PERMIT FILE - C1981019 (26)
DRMS
>
Day Forward
>
Permit File
>
Coal
>
C1981019
>
2022-07-12_PERMIT FILE - C1981019 (26)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/10/2023 9:28:19 AM
Creation date
5/9/2023 10:29:55 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981019
IBM Index Class Name
Permit File
Doc Date
7/12/2022
Doc Name
Sidehill Pond As-Built
Type & Sequence
TR154
Section_Exhibit Name
Volume 18 Exhibit 7-23 Figure J-2
Media Type
M
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
Page 1 of 1
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
717071657170715571607165716071557170716571757180718571707155 <br />7160 <br />7165 AA'0+000+250+500+751+001+251+501+752+002+252+502+500+000+250+50B'BAA'Section A - A'0+000+250+500+751+001+251+501+752+002+252+507150716071707180719071507160717071807190Pond Bottom3H:1V15.0'EMBANKMENT CREST7174.0EMBANKMENT DETAILSPRIMARY SPILLWAY WITH NCRS ANTI-VORTEX TRASH RACK, EL. 7169.7TWO 3" DIA. PERFORATIONS AT EL. 7166.718" Ø GALV STEEL CMP13UPSTREAMDOWNSTREAMEMERGENCY SPILLWAY, EL. 7172.0 (BOTTOM OF RIPRAP)ANTISEEP COLLARS 2.0'7154715571567157715871597160716171627163716471657166716771687169717071717172717371740.001.002.003.004.005.006.007.008.009.0010.00PRIMARY SPILLWAY (7169.70)EMERGENCY SPILLWAY (7172.00)TOP OF STRUCTURE(7174.00)Accumulative Storage (Acre-Ft)Elevation MSL <br />Stage Storage CurveSidehill PondStorage Volume ComputationsELEV.(ft)AREA(ac)AVG.AREA(ac)INTERVAL(ft)STORAGE(ac-ft)ACC.STORAGE(ac-ft)STAGEINTERVAL(ft)7154.000.00007155.000.00000.00001.000.00000.00001.007156.000.15720.07861.000.12140.12142.007157.000.20490.18111.000.18240.30383.007158.000.23370.21931.000.21940.52324.007159.000.26370.24871.000.24870.77195.007160.000.29430.27901.000.27911.05106.007161.000.32760.31101.000.31111.36217.007162.000.36230.34501.000.34551.70768.007163.000.39900.38061.000.38112.08879.007164.000.44010.41961.000.41952.508110.007165.000.47970.45991.000.46012.968211.007166.000.52470.50221.000.50193.470112.007167.000.57230.54851.000.54834.018413.007168.000.62200.59721.000.59744.615814.007169.000.67220.64711.000.64745.263215.007169.700.70840.69030.700.48325.746415.707170.000.72400.69810.300.21485.961216.007171.000.77770.75081.000.75076.712017.007172.000.83280.80531.000.80527.517218.007173.000.83290.83281.000.83298.350119.007174.000.83290.83291.000.83299.182920.00PERFORATION ELEVATION (7166.70)0+000+050+100+150+200+250+300+350+400+450+50717071717172717371747175717071717172717371747175Emergency SpillwayBB'Section B - B'2.5H:1V2.5H <br />:1V40.0SNEWContour Interval = 1 Ft.CHKBYDATENo.REVISIONDRWG NO.APPROVED BY:TonyDRWG. BY:8/28/18DATE:As ShownSCALE:Sidehill PondColowyo Coal Company5731 State Highway 13Meeker, Colorado 81641COALCOMPANYSAFETY-PEOPLE-PRODUCTION-ENERGYScale 1" = 25'Scale 1" = 20'Scale 1" = 30'As-BuiltLESFigure 7-23J-2Scale 1" = 5'Note: A staff gauge is installed inside the pond near the primary discharge.BCTony3/25/19199Added Staff Gauge NoteMR-I, LEE E. SAMPSON, hereby certify that this map has been reviewed by me and is trueand correct to the best of my knowledge andinformation, relying on information suppliedby experts employed by Colowyo Coal Company or qualified consultants working for Colowyo Coal Company, and that I am aProfessional Engineer licensed in Colorado asrequired by the provisions of C.R.S. 12-25-101 through C.R.S. 12-25-119. IN ENGINEERS CERTIFICATIONWITNESS WHEREOF, I have hereunder set my hand and affixed my seal.4/28/22153TR-BCTony4/28/22Revised Drawing Number
The URL can be used to link to this page
Your browser does not support the video tag.