HomeMy WebLinkAboutMap 6 - Castle HayneUNDISTURBED BUFFER - PHASE 2 AREA
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3
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20' UNEXCAVATED BUFFER
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3H TO 1V SLOPE
2H TO 1V SLOPE
OVERALL EXCAVATION DEPTH IN PHASE 1 WILL VARY FROM 36' TO 8'
3H TO 1V SLOPE - WILL VARY IN HIGHT
20' ACCESS AROUND POND
EXCAVATION DEPTH IN PHASE 1 NEAR DIVISION LINE BETWEEN
PHASE 1 AND PHASE 2 UNDISTURBED BUFFER WILL VARY FROM 28' TO 10'
\L WATER DEPTH WILL BE +/- 7'
2H TO 1 V SLOPE
NOT TO SCALE
CROSS — SECTION ADJACENT TO DIVISION LINE
BETWEEN PHASE 1 AND UNDISTURBED BUFFER PHASE 2
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RECLAIMED LAKE WATER SURFACE
FINAL WATER DEPTH WILL SE +/- 7'
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TYPICAL SS -SEC AA —A
NOTE: THE SOUTH SIDE (A) OF THE TYPICAL CROSS-SECTION AA - A WILL APPLY
ALONG THE SOUTH SIDE OF THE PHASE 1 MINE AREA. THE HEIGHT OF THE FINAL
EXCAVATED SLOPE WILL VARY ACCORDING TO THE ELEVATION OF THE EXISTING
GROUND SURFACE IN ANY PARTICULAR LOC,4TION ALONG THE SOUTH SIDE
WHERE THE 30' UNDISTURBED BUFFER AND THE 20' UNEXCAVATED BUFFER
EXISTS.
3H TO 1V SLOPE
b„"r a;o1 17° 0/ 780 /
2H TO 1V SLOPE
1 /17—
Epp/ gv)I 89a,
SCALE: HORIZONTAL -1" = 40'
VERTICAL -1" = 8'
3H TO IV SLOPE
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0
HILTON PROPERTIES, LP
MODIFICATION OF MINING PERMIT
HILTON PROPERTIES MINE — PERMIT NO. 65-35
NEW HANOVER COUNTY
RECEIVED
JAN 212015
DRAWN BY: LESLIE SCHNEIDER
(AS DIRECTED BY FLOYD WILLIAMS, PG, CPESC)
DATE MAP COMPLETED: NOVEMBER 25, 2013 WILLIAMS
REVISIONS: SEPTEMBER 21,2013, MARCH 23,2013
1-I4-�4101.5' .�
SHEET 2 OF 2
Environmental & Geological Services, PLLC
4120 Sedgewood Drive - Unit 104
Raleigh, NC 27612 (1-800-240-8550)