2021-10-08_REVISION - M1999050

• Permit No: M1999050
• IBM Index Class Name: Revision
• Doc Date: 10/8/2021
• Doc Name: Request for Technical Revision
• From: Connell Resources, Inc.
• To: DRMS
• Type & Sequence: TR8
• Email Name: BFB
• Email Name: MAC
• Email Name: AWA
• Media Type: M
• Archive: No

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EXISTING RIGHT OF WAY
PERMIT BOUNDARY
100 -YEAR FLOODWAY (APPROXIMATE)
FRENCH DRAIN
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LANDSCAPE NOTES:
SEEDING:
THINSPIKE WHEATGRASS (CRITANA) 5.5 - #PLS/AC.
SIDE -OATS GRAMMA (VAUGHN) 2.5 - #PLS/AC.
SWITCHGRASS (NEBR. 28) 1.5 - #PLS/AC.
ELEV = 4825'
3' FREEBOARD
/ \iCOMPAIE
,CLAY LAYER �\ / 0.5/1
SI5.0' (MIN.)
\\
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BEDROCK /\
SCARIFIED PRIOR TO THE 10. D'
PLACEMENT OF FILL MATERIALS.
ALL WEATHERED BEDROCK TO
BE EXCAVATED AND REMOVED
FROM THE FOUNDATION.
WEATHERED BEDROCK SHALL
BE REMOVED UNTIL COMPETENT
BEDROCK (AS DETERMINED BY
THE ONSITE ENGINEER) IS
EXPOSED.
11
RECLAMATION NOT
1. SEEDING WILL BE ACCOMPLISHED BY DRILLING.
2. PLANTING WILL OCCUR IN THE FALL OR SPRING.
3. BERMS WILL AVERAGE 4 TO 5 FEET IN HEIGHT AND 40 TO 70
FEET IN WIDTH AS SHOWN ON THE PLAN.
4. LANDSCAPING ALONG SOUTH AND WEST BOUNDARIES TO BE
COMPLETED PRIOR TO PHASE 2 MINING.
FRENCH
DRAIN
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UNDISTURBED
SAND & GRAVEL
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► I I I I i I ' 0`e \\�� \� V.
1 I SCARIFIED TO ALLOW PROPER ROLLER WILL BE USED FOR BE RIPPED, MOISTURE TREATED,
TOP OF LEVEE 4834' BONDING BETWEEN LAYERS. COMPACTING EFFORTS. AND ALLOWED TO AIR SLAKE
FOR A MINIMUM OF 1 DAY PRIOR
2. DENSITY AND MOISTURE 5. THE CLAY LINER MATERIAL TO ITS PLACEMENT IN THE LINER.
CONTENT TESTING SHALL BE SHALL BE MIXED IN THE
ALL BEDROCK MATEIAL
I► \\ \\\ ���� �` \\� \ \DONE AT A RATE OF 1 TEST FOR EMBANKMENT AT THE RATIO OF HAVE A MINIMUM OF75% PASSL
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THE #200 SIEVE PRIOR TO
\ fli �\
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4s3a \\\ \ •• \ ►Il \ SHALL BE COMPACTED TO A EMBANKMENT.
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6. THE CLAY LINER MATERIAL
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o 19 I I IiII 18" CULVERT \ \ i ' \ 8. ALL RANDOM FILL TO BE PLACED
(I I 1 \ \\ Q �� \ \ \ 11 / STANDARD PROCTER AT 2% OF SHALL BE PLACED IN A 9" (MAX.) WITH A MAXIMUM 9" LOOSE LIFT
Q I I`IllyI �\\\\� RECHARGE POND o `\� \ gb \ \ 8� &GATE , \'• \\ III r OPTIMUM MOISTURE CONTENT. LOOSE LIFT PRIOR TO AND COMPACTED TO A MINIMUM
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\ GRADE —12 ---•�
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— — — — — — — — — — n _- — — -U RECHARGE POND 3 = _- — - 3 MINE
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'g A RECHARGE POND OUTLET `�% BOUNDARY _/ / ( EXISTING 36" CMP
CI
RECHARGE POND OUTLET
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IFIED
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FLOODWAY DIVERSION BERMNOTES:
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b 1. BERM LOCATION AND ALIGNMENT MAY BE SHIFTED NORTH AS NEEDED WITHOUT FLOODWAY IMPACT.
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2. BERM ELEVATION MAYBE HIGHER THAN INDICATED IF EXTRA OVERBURDEN MATERIALS ARE AVAILABLE.
z` LL 3. BERM WIDTH MAY BE WIDER THAN INDICATED WITHOUT FLOODWAY IMPACT IF ELEVATION IS NOT ABOVE
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Date: SEPTEMB
Job No: 5
Drawn:
Desi n:
Checked: B. SCHEN
Scale: 1»
Sheet:
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Date: SEPTEMB
Job No: 5
Drawn:
Desi n:
Checked: B. SCHEN
Scale: 1»
Sheet:
KI