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2019-12-13_REVISION - M1980244 (57)
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2019-12-13_REVISION - M1980244 (57)
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Entry Properties
Last modified
1/7/2025 2:20:15 AM
Creation date
12/16/2019 3:16:25 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
12/13/2019
Doc Name Note
Appendix 3 - 4
Doc Name
Request For Amendment To Permit
From
CC&V
To
DRMS
Type & Sequence
AM13
Email Name
TC1
MAC
BFB
ERR
JPL
Media Type
D
Archive
No
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EXISTING GROUND CONTOURS <br /> i.! SQUAW GULCH OSA <br /> PROPOSED CHANNEL CONTOURS <br /> SECONDARY CHANNEL CONTOURS <br /> i . <br /> / `, - PROPOSED CLOSURE CONTOURS <br /> SQUAW -- DWG EXISTING ROADS/TR ALS <br /> NEL 222O ---- <br /> --- - PROPOSED RIPRAP <br /> '' --_----- ------ PR POSED GROUTER RI PRAP <br /> a PROPOSED CONCRETE <br /> 1io45p i <br /> STILLING BASIN <br /> (SEE NOTE 2) <br /> i <br /> DWG <br /> EAST CRESSON <br /> 220 OSA CHANNEL. 6 <br /> rL - - <br /> \ - s /" NOTES: <br /> PROP\\ _ -' 1. SEE DRAWING 520 FOR CHANNEL CROSS <br /> ` ` 1 �, 1 ALI y'R-- o z SECTIONS AND DRAWING 525 FOR CHANNEL <br /> EAST CRESSON OSA. \� ` `, , \ / / �1 SIZE AND LINING TABLE <br /> ,\ \ � l ( t� - u 2. SEE DRAWING 530 FOR STILLING BASIN <br /> `� `\`� `�•� \ / / \"y /: i 1 DETAILS AND SIZING AND LOCATION TABLE. <br /> <_ <br /> 0 100 200 FEET <br /> 10800 10800 <br /> 0 <br /> + <br /> K:76.14 <br /> LVC:20 00 K:88.97 K:24.5 a <br /> PVI STA:579.3 LVC:200.0 <br /> PVI ELEV:1 471.68 PVI STA:11+ 4.3 LVC:200. 0 <br /> PVI ELEV:104 .96 PVI STA:19 69.8 i <br /> �,o PVI ELEV:10 39.92 <br /> NO N Go <br /> 10600 °'N °'00 `�i° n tO m N "> 10600 <br /> n n to <br /> O OO � O to <br /> +p W <br /> 00 + <br /> c1 1ii U U EXISTING GROUND N N^ SURFACE 12 <br /> F U v <br /> GRADE BREAK STA 0+00.0 W <br /> a W 10400 ELEV = 1047 .33 PROPO CHANNEL 10400 <br /> n GRADING T TOP OF RIPRAP <br /> O I <br /> N <br /> V 1D2DO �I 10200 <br /> a <br /> o a n m to r � a to 14-13 <br /> rn � •ma00 rO frN � Omn �OY �� 4' O� hn m .0On n n ,rn n i <br /> f r f Y f O O� O O f O� O� S!O OO O O O O O O O O O O 0 0 0 O O_ O O O_ O O_ O_ I <br /> i <br /> 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 23+00 7., <br /> N EXISTING GROUND ELEVATION J L PROPOSED GROUND ELEVATION <br /> 3 STATION, (FEET) <br /> 0 <br /> i0 100 200 FEET 0 100 200 FEET .... <br /> a r <br /> HORIZONTAL VERTICAL <br /> ° NO EXAGGERATION <br /> APPROYED BY DISCLANER CRIPPLE CREEK AND VICTOR <br /> o JN NEWFELDS PRODUCED THE INFORMATION PRESENTED .NewFietdsa <br /> GOLD 1lLQiIIdG COl[PANY <br /> o CIS IN: ON THIS DRAWING THROUGH THE USE OF AVAILABLE PROJET:T <br /> Kc TECHNICAL INFORMATKIN AND EXPERIENCE VLF/OSA CLOSURE DESIGN <br /> RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY <br /> m pES 6Y: RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR <br /> _ JN EXPERIENCE ANY MODIFICATION OR ADAPTATION OF TITLE <br /> 2 e 11/08/10 pEHwn7mG Rp THE DATA OR DRAWING SHALL BE AT USER'S RISK SQUAW GULCH OSA CHANNn 1 106.025.013P <br /> OwwN ey: AND WITHOUT ANY LIABILITY OR LEGAL PLAN AND PROFILE (1 OF 3) <br /> a REV DATE DESCIOPTiON 18CH MG, JE RESPONSIBILITY TO NEWFITIDS. 210 A <br />
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