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JERSEY BARRIER <br /> SELECT (TYP,SEE SPEC.9,DWG.G6) <br /> EMBANKMENT 8"THICK <br /> FILL MAINTAIN 35'BERM WIDTH ROAD BASE <br /> NEW HIGH WATER LINE EL 8592.5' 2 S= MIN.EL.8592.5 <br /> 1�- �� �/ �� EMBANKMENT <br /> EXISTING HIGH WATER LINE EL q§L9.V_V FILL EL.8590± <br /> —I — ----� RECONSTRUCTED FIELD FIT BERM SIDE SLOPES <br /> I—III= r —� -1T m�� BERM (NO STEEPER THAN 1HAV) <br /> MIN.1.0' _I __� _ _ EL.8585± MIN.10.0'—mil <br /> -Illil� NORMAL WATER I-III=11� MINA'WIDE R 1- _ -- ----- -- EXISTING I MIN.EL.8592.5 <br /> 1= — — III—I I�' <br /> -I Ig LINE EL 8584' III= 1=1' EQUIP.WIDTH 1_ \ MOUNDS/BERM <br /> 11—� EXISTING _ <br /> 11I III— I�I' 0.5'TO 2.5'EXISTING GRAVEL ROAD BASE GROUND — <br /> 1 III—III III 1—�I�I' (FIELD VERIFY) \ (VARIES) — — — — <br /> 6"TOPSOIL \ <br /> I_„�.• 0.5'ROAD BASE STRIPPING <br /> STRIPPING (SEE SPEC.11,DWG.G6) \ \ <br /> ROAD RAISE EL.8578± — — _ _ _ ROAD SIDE BERM <br /> 1 TYPICAL SECTION (N.T.S.) TYPICAL SECTION(N.T.S.) RECEIVED <br /> JERSEY BARRIER <br /> (TYP,SEE NOTE 9) SEP 2 0 2018 <br /> DIVISION OF RECLAMATION <br /> MIN.EL.8592.5 ` MINING AND SAFETY <br /> 2 <br /> 1f- <br /> -ri i— I'nT=Trr IT�I I77I177 EXISTING CONNECT EXTENSION EMBANKMENT <br /> III=1gil —"— /—GROUND WITH CONCRETE BLOCK FILL <br /> 42"DIA.HDPE EXISTING <br /> CULVERT CHANNEL <br /> BANK <br /> CULVERT EXTENSION 25'± <br /> \ — S=MIN._�(° <br /> NORTH FEEDER CHANNEL CULVERT A EXISTING CULVERT <br /> SEMON (N.T.S.) ca INVERT EL.8581.5± CULVERT EXTENSION <br /> INVERT EL.8581.0± t <br /> x M W. <br /> SINGLE LAYER BLOCK AT FLOW METER,STEEPEN <br /> NEW ROAD SLOPE LOCALLY WITH T'CRUSHED ROCK. 1 <br /> SURFACE ALTERNATIVELY,RELOCATE FLOW METER.3 APPROXIMATE <br /> d ROAD SURFACE <br /> E <br /> AFTER RAISE <br /> 2 SECOND LAYER OF EXISTING <br /> Is 11 BLOCKS(BEYOND) DIESEL PUMP <br /> EXISTING SKID <br /> �TF 0I' GROUND EXISTING <br /> K __11—I II=I I I—I I Il u i•111[ T�-= 1 FLOW METER HENDERSON PERSONNEL ' <br /> q I I I—I I I-I1 — TO RAISE/RELOCATE THE <br /> III�I� I��ll 25± ELECTRONICS ABOVE <br /> RAISED HIGH WATER LINEEXISTING <br /> ( + <br /> -111,111, =_== SINGLE 24 SFl CONCRETE <br /> b II BLOCK PAD <br /> $ -11 xer. (BEYOND) <br /> X PRE-CAST MODULAR BLOCK n >, <br /> (24 SF UNIT) <br /> 12"GRANULAR <br /> DIESEL PUMP SYSTEM MSE WALL S BEDDING 3 GATE MODIFICATIONS <br /> SECTION (N.T.S.) C4 PHOTO(N.T.S.) <br /> 9 <br /> R <br /> a <br /> •This draping together With any and oil addltimA In Climax Molybdenum Henderson Mill <br /> ® vlasle ran xx o=_siov Revien corrections, changes and alterations thereof is the SEEPWATER DETENTION BERM <br /> z ® Climax Molybdenum Parshall,CO <br /> ^ �wiole r:sviex property of Climax Aldybdenum Company and is p • <br /> a p f mishee on the express condition that n shou w A Freeport-McMoRan Company <br /> m enm+e *ow oa coHs.aucno" not be reproduced, copied, lent, or disposed of O P P y ROAD RAISE 03/18 <br /> > directly or indirectly, nor used for any other w TEM 1333.01.13 <br /> ¢ purpose than for Which it is speciricolly furnished ¢ 3700 S.INCA STRa <br /> DRAWING NO. <br /> Without the w W.W.WHEELER EIMIEWaaa.Co 80110-3405 <br /> SECTIONS SMMy 03/18 <br /> prior Written consent Of Said Climax I, 6 ASSOCIATES,INC 303_761-4130 C5 Q <br /> Alolybdenum Company,' LLJ <br /> w.,«R...,.K..a"a."..,. —303-761-ze0z <br /> e <br />