20211229_BWI-Yancy_Map

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LINE BEARING DISTANCE
L1 S38'17'50"W 113.28' w w U
L2 S40'18'32"W 450.21'
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L3 S40'28'51"W 787.73' o o z
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L4 N38'59'34"E 81.39' of of of 06
L5 S34'29'55"W 80.23' °�° woo
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L6 S28'16'11"W 80.90' Cn o z z
L7 S23'08'55"W 74.65' z w
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L8 S17'21'16"W 58.36' o o w w 0
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L9 S11'36'55"W 58.17' O
` L10 S06'04'42"W 58.25 � m
` L11 S01'56'55"W 58.06'
L12 S00'02'38"W 57.79' rkf of
L13 S01'56'07"W 57.10'
L14 SO4'35'35"W 53.39'
f' L15 S09'19'33"W 36.48'
L16 N66'04'15"W 14.69'
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PROPERTY BOUNDARY LINE
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25'UNDISTURBED BUFFER z
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-- ----`� ' PERMIT BOUNDARY=129.25 AC. 70
- PROPOSED MINE EXCAVATIONS=18.24 AC. �
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BWI Yancey Stone LLC ,
PIN072800167770 PROPOSED MAX. CLEARING LIMITS (6 1
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�EXISTING HAUL ROADS=2.43 AC. a)
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EXISTING PROCESS POND/SEDIMENT TRAP=2.58 AC. 7C3 U
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TAILINGS&SEDIMENT PONDS(TRAPS)=0-52AC. J }
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UNDISTURBED BUFFER=8.37AC. w
PROCESS AREA=1.22 AC. •
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WAS TFPILFS=11.88 AC. z
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UNDISTURBED STREAM BUFFER=15.46AC. N�N
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EQUIPMENT PARKING/LAYDOWN=0.89 AC. 0
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NOTES. STOCKPILES=1.33 AC. Q
1. GROUNDCOVER MUST BE PROVIDED SUFFICIENT TO RESTRAIN EROSION WITHIN 7 U
WORKING DAYS OR 21 CALENDAR DAYS, WHICHEVER PERIOD IS SHORTER. Z
ALL AREAS DETERMINED BY CAD Q
2. BOUNDARY AND TOPOGRAPHY FROM SURVEY BY PENDERGRASS SURVEYING. DATED 5/18/2011. EROSION-LEM Q C�
3. BUFFERS AND SETBACKS SHALL BE STAKED BY A NORTH SEDIMENT TRAP (ST) Sheet No.:
CAROLINA REGISTERED PLS. EXISTING CULVERT 200' 0 200' 400'
4. ALL CONTROLS SHOWN ARE EXISTING UNLESS LABELED AS PROPOSED (PROP.) EXISTING DITCH/DIVERSION
5. CONTOUR INTERVAL 10 FEET. Sca/e 1 — 200mp 1 4-j
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