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2020-06-23_REVISION - M1977342
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2020-06-23_REVISION - M1977342
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Entry Properties
Last modified
12/27/2024 9:40:05 PM
Creation date
6/24/2020 9:47:28 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1977342
IBM Index Class Name
REVISION
Doc Date
6/23/2020
Doc Name
Concurrence Correspondence
From
Climax Molybdenum
To
DRMS
Type & Sequence
TR29
Email Name
PSH
Media Type
D
Archive
No
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a A B C D E F <br /> 8950 �Oc0m <br /> a <br /> f <br /> O <br /> 6200 S.Ouebec Street <br /> '.. Greenwood Village,CO 80111 <br /> O 303 694-2770(phone) <br /> 0 1 1 <br /> 303-694-3946(fax) <br /> EXISTING GROUND SURFACE <br /> 8900 --- <br /> 3 DAM CREST <br /> SEE NOTE 1 OR <br /> ——————— N �- <br /> \qH: __\--- ¢c ¢00 STAGE CLIMAX MOLYBDENUM <br /> 0 w °D °'w FINISHED GRADE <br /> N w PIEZOMETER N J DESIGN SURFACE COMPANY, <br /> w HENDERSON MILL <br /> saso _ ---H-2N NEAR PARSHALL, CO <br /> - s'� ------------- ----------- <br /> w RIGINAL GROUND w <br /> w SURFACE(1974) EXISTING SUBSURFACE DRAIN MATERIAL z <br /> x <br /> 8800 <br /> / EXISTING SUBSURFACE DRAIN a <br /> 2019 AS-BUILT SURFACE <br /> MINIMUM 1 FOOT OF TAILINGS COVER TWO 9-INCH-THICKILIFTS OF ASTM C33 FILTER HEN DERSON <br /> OVER UPSTREAM END OF FILTER BLANKET SAND(LIGHTLY COMPACTED)PLACED ON EXISTING 3 DAM BUTTRESS <br /> 8750 GRADE PRIOR TO BUTTRESS CONSTRUCTION _ REV.1 DRMS COMMENTS <br /> APRIL 2020 <br /> 8700 <br /> 0+00 1+00 2+00 3+00 4+00 5+00 6+00 <br /> SCALE: 1 SECTION 0 22 o�Q..'AEOEGysrF�F <br /> 3 3 V:v f�GF,�a <br /> 8950 <br /> NAL <br /> I <br /> i <br /> ------ -- - 8900 ISSUED FOR BIDDING <br /> i wre er <br /> ISSUED FOR CONSTRUCTION 8/012018 <br /> onre ar <br /> PIEZOMETER REVISIONS <br /> - - - --- 8850 NO. DESCRIPTION DATE <br /> 0 F- <br /> 2018 AS-BUILT SURFACE li <br /> > AS-BUILT I IJ1612018 <br /> 4 z <br /> 4 G-2N PIEZOMETER <br /> AS-BUILT 10252019 <br /> E <br /> © REVA DRMS COMMENTS 04/132020 <br /> r <br /> EXISTING ROUND SURFACE00 LU <br /> o W w F-2N w <br /> J _` W 00 <br /> AECOM PROJECT NO. 50605719 <br /> E- <br /> o �i�^ �� DRAWN BY: AWF <br /> C <br /> M <br /> i <br /> o � /�----_-._------- ——————————-- <br /> DESIGNED BY: PAS <br /> \ <br /> ��\ CHECKED BY: LY <br /> m <br /> Ks 1III-- DATE CREATED- 1025/18 <br /> 3 ..... __ _ ... _. _... N ... .... .... ._- ———————_ 8750 PLOT DATE: 12202018 <br /> SEEPWATER COLLECTION CHANNEL - ----__-___-- <br /> SCALE: AssrlowN <br /> s <br /> ————— ACAD VER: 2013 <br /> 0 <br /> E SHEET TITLE <br /> E <br /> C <br /> 5 -_ _ .._..._..... ....__.._..___... _--� - 8700 s BUTTRESS PHASE <br /> U <br /> af 7+00 8+00 9+00 10+00 11,00 12+00 13+00 14+00 14+50 <br /> SECTION 2N <br /> a GENERAL NOTES: <br /> = SECTION 2N coNT. <br /> 1. THE 2019 CRESTLINE SURVEY WAS NOT PROVIDED TO SCALE: 1 =30 2 0 30 60 90 REV.1 DRMS COMMENTS <br /> AECOM.THE CREST SHOWN ON THE CROSS SECTIONS ARE <br /> BASED ON AN AVERAGE ELEVATION OF 8,883 FT FOR 3 DAM SCALE IN FEET A P R I L 2020 <br /> A B C D E F SHEET 4 OF 7 <br />
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