Map 10 - Castle Hayne

HILTON PROPERTIES LP
50' UNDISTURBED
BUFFER
:sN iALL DIRT ROAD
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WETLAND LINE
ACENTWETLAND NOADJ
50' UNDISTURBED�r
!I r'
PROPERTIES WITHIN
BUFFER
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1,000 FEET
p.
(_
20' UNEXCAVATED
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WETLAND
BUFFER
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WETLAND LINE
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MINE EXCAVATION
NO ADJACENT
AREA
PROPERTIES WITHIN /l y
f
1, 000 FEET
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W/
HILTON PROPERTIES LP
24" CORRUGATED
PLASTIC PIPE
HILTON PROPERTIES LP `�~
50' UNDISTURBED —4.
I
BUFFER III
i� 20' UNEXCAVATED 30' UNDISTURBED j
BUFFER I BUFFER UNDISTURBED
BUFFER
r.. . - - -
WETLAND LINE
HILTON PROPERTIES LP
SEPTEMBER 5, 2013 AND DETERMINED THAT NO WETLANDS
EXISTED WITHIN THE BOUNDARY OF THE AREA TO BE
AFFECTED.
MINE PERMIT AREA IS WITHIN 4100 f ACRE TRACT OWNED
BY HILTON PROPERTIES LP PID R00900-00 1 -00 1 -000
NO ADJACENT
PROPERTIES WITHIN
1.000 FEET
20' UNEXCAVATED BUFFER
50' UNDISTURBED BUFFER 30' UNDISTURBED BUFFER
20'UNEXCAVATED
AA BUFFER T GROUND SU'LFACE — — — — — — — — — — — —
_ A
--
&H TO 1:V
SLOPE OR FLATTER
TO WATER LINE
2:H TO 1:V
SLOPE OR FLATTER
FROM WATER LINE TO
BOTTOM OF PIT
20' AVERAGE DEPTH
TYPICAL CROSS SECTION
NOT TO SCALE
3:H TO 1:V
SLOPE OR FLATTER
TO WATER LINE
2:H TO 1:V
SLOPE OR FLATTER
FROM WATER LINE TO
BOTTOM OF PIT
LIVE STREAM
Construction Entrance Pad
DESIGN AGGREGATE SIZE - USE 2-3 INCH WASHED 5TONt.
CRITERIA:
DIMENSIONS OF GRAVEL PAD --
THICKNESS: 6 INCHES MINIMUM
WIDTH: 12-FT MINIMUM OR FULL WIDTH AT ALL POINTS OF THE VEHICULAR
ENTRANCE AND EXIT AREA, WHICHEVER IS GREATER
LENGTH: 50-FT MINIMUM
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT FROM
LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES
(Pln; ;RP a nRA) AVrnn STFFP (,RADF.R AND ENTRANCES AT CURVES IN PUBLIC ROADS.
4
3
m
4tiµ�
EXISTING GRAVEL ROAD
10,966' L X 20' W TO NC 133
OWNED BY HILTON PROPERTIES LP
PERMIT BOUNDARY
EXTENDS TO HWY 133
CONSTRUCTION 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE
SPECIFICATIONS MATERIAL AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND
SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTESTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN
LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN WASHED, OR TRACKED
ONTO PUBLIC ROADWAYS.
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Castle
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ADJACENT PROPERTIES
PID
OWNER
1
IRO1719-001-003-001
Norman Sneeden, Jr. ETAL
2
JR01700-001-006-000
Siephen J. Szczerbiak, Jr. ETAL
3
R01700-001-004-007
k eiders Living Trust
4
R01714-001-009-000
1 in offiv L.Cotton and Ruth W. Cotton
5
JR01714-001-008-000
Jame., Michael Fisk, Sr. and Donna Keen Fisk
A
IR01 714-001-013-000
Karer; Leith Bell
TAILINGS/ SEDIMENT PONDS
0.00
STOCKPILES
1.00 tA-Oti,;'. rah
WASTEPILES
0.00
PROCESSING AREA/ HAUL ROADS'
5.40
MINE EXCAVATION i
1 49.33 3
OTHER (UNEXCAVATED BUFFERS)
1.90
TOTAL PERMITTED
68.92 MORE OR LESS
LEGEND
PERMIT BOUNDARY
PERMIT/ PROPERTY BOUNDARY
— — — — —
BUFFER
AFFECTED BOUNDARY ON SOUTH SIDE
—. - —.-- —.-
LIVE STREAM
WETLAND BOUNDARY
HILTON PROPERTIES, LP
APPLICATION FOR NEW MINING PERMIT
HILTON PROPERTIES MINE
NEW HANOVER COUNTY
DRAWN BY: LESLIE SCHNEIDER
(AS DIRECTED BY FLOYD WILLIAMS, PG, CPESC)
DATE MAP COMPLETED: NOVEMBE R 25, 2013 WILLIAMS
SCALE: 1 "=200' (UNLESS OTHERWISE NOTED) Environmental & Geological Services, PLLC
REVISIONS: SEPTEMBER21,2013,MARCH 23,2013 P.O. Box 190 1 Bath NC 27808 1(800 )240-8550