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ENERGY DISSIPATE �- �L ROAD AS NECESSARY.
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/ ° I TEMPORAIRY 3. BEGIN CLEARING & GRUBBING
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CONSTRUCTION SEQUENCE:
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2. INSTALL TEMPORARY SILT FENCE — IF REQUIRED 1
3. BEGIN CLEARING & GRUBBING // I / o 00
4. EXCAVATE DIVERSION DITCHES TO CHANNEL FLOW TO SEDIMENT BASIN \ cc Ln
5. CONTINUE CONSTRUCTION
6. STABILIZE & SEED DISTURBED AREAS // 1 / x Z o
NOTES:
1. MINING TO COMMENCE ON AN AS NEEDED BASIS.
2. RECLAMATION IS REQUIRED PRIOR TO MINE CLOSE OUT. / ��,
3. NO PERMANENT STRUCTURES OR PERMANENT EMPLOYEES ARE PROPOSED ON SITE. 1\ ( \
4. THE HOURS OF OPERATION WILL BE MONDAY THRU FRIDAY FROM 7:30 AM TO 5:00 PM.
5. BUFFERS SHALL BE NATURAL VEGETATION SUPPLEMENTED WITH PLANTINGS AS
NECESSARY TO MEET UDO REQUIREMENTS.
6. ALL REQUIREMENTS OF SECTION 5.3.7.G.VF THE UDO SHALL BE MET. / I I I Z
7. A 30FT ACCESS EASEMENT SHALL BE PROVIDED FOR ALL MINES TO ALLOW / )
ACCESS TO HOOPER RD ALONG THE EXISTING HAUL ROAD.
8. MINE OPERATOR SHALL USE A WATER TRUCK TO CONTROL DUST ALONG THE HAUL
ROAD AS NECESSARY.
9. THE MINE WILL BE LEGALLY SUBDIVIDED WITH ITS OWN UNIQUE TAX PARCEL NUMBER.
400
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MINE 4— 5 AREA TABLE �/ ( ��� U // ~ C/) Q z
ACREAGE
PARCEL 01000021 (PORTION)
TOTAL SITE AREA 90.93
W ozw
EXISTING WETLANDS 0.93 O ~ Z
0 � 0
DISTURBED WETLANDS 0
UNDISTURBED WETLANDS 0.93
CATEGORY ACREAGE
MINE EXCAVATION 18
PROCESSING AREA/HAUL ROADS (OFFSITE) 0.52
TAILINGS/SEDIMENT PONDS, DEWATERING BASIN 0.40
STOCKPILES 0
WASTE PILES 0 STONE CHECK DAM MAINTENANCE:
Licence#C-3641
INSPECT CHECK DAMS AND CHANNELS AT LEAST
BUFFER/ UPLAND AREA 71.08 WEEKLY ANS AFTER EACH SIGNIFICANT (1/2 INCH OR 21 nOC
TOTAL AREA TO BE PERMITTED 90.93 FILTER GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. 2'-0" MIN. L L J
FABRIC CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DES. JPN
DEBRIS THAT COULD CLOG THE CHANNEL WHEN
LEGEND NEEDED. CKDFLOW DRY JPN
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE ? RwN. EDB
NCDOT CLASS A OR B
EROSION CONTROL THE CHECK DAM AND EROSION FROM HIGH FLOWS —�
PROPERTY LINE MINE PERMIT BOUNDARY STONE AROUND THE EDGES OF THE DAM. CORRECT ALL _ ' _ _ ' _ _ _� —_� --� DATE 01/12/24
—_ •� �,IIIiIII iilliiil�� � � � Illiiilliiilll � � � � � �' ���- _ 00
__� � �_�� � � � �
DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION —
LOE LBE LIMITS OF EXCAVATION 4" TO 6" #57 OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN I=III=III=III III=III=III_III=III=III= i I=III=III=III=III=I = i (_ _ III=III=III=� I ������� i��l
STONE ON UPSTREAM BE TAKEN SUCH AS, INSTALLING A PROTECTIVE _ _ _ _ _ _ _ _ _ _ _ _ _ — _ _ — _ — _ �� N C ���
TSF ?. � RIPRAP LINER IN THAT CHANNEL.
TEMPORARY SILT FENCE FACE z 6'-0" TYPICAL :� ;a S%•
FILTER w REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS SINGLE FIBERGLASS
FL FL 100 Y'R FLOOD LINE FABRIC U AS NEEDED TO PREVENT DAMAGE TO CHANNEL ROVING CHANNEL LINER _ E A L f;
N Q VEGETATION, ALLOW THE CHANNEL TO DRAIN TEMPORARY DIVERSION SWALE = 0� 16 �0
� THROUGH THE STONE CHECK DAM, AND PREVENT � • ` "�
UNDISTURBED BUFFER AREA SECTION A-A LARGE FLOWS FROM CARRYING SEDIMENT OVER THE NTS ;O •�^: IN �•���•`
M. E ADD G AND TON TO DAMS
S A S S NEEDED TO MAINTAIN �, s�cpH'..• P%
D
STONE CHECK DAM
WETLANDS AREA
SCALE : 1 100'if
mmmmi
0 500 1000 1500