HomeMy WebLinkAboutNCG021000_Sand Mine Plan_20220317_.. --- - - e: --
50'
UNDISTURBED
BUFFER
WOODED
AREA
• I. 41
-
5EPTH'. .. :. :. '•'.
M
SECTION A -A
N TS
COARSE AGGREGATE
PLAN VIEW
`.... y
,�ry
50' MIN.
6" DIVERSION TO DIRECT RUNOFF FROM R/W
SECTION VIEW
TEMPORARY CONSTRUCTION
ENTRANCE
N. T. S.
CATEGORY
AFFECTED ACREAGE
TAILINGS SEDIMENT PONDS
0.00
STOCKPILES
0.00
WASTEPILES
0.00
PROCESSING AREA HAUL ROADS
0.65
MINE EXCATATION
5.84
TOTAL DISTURBED ACREAGE
6.49
LINE WIRES MIN.
#12-1/2 GUAGE
VARIES (6' MAX.)
IOP S IRANU MIN. #1 U UUA(it -7
._- STAY WIRES MIN.
�1f
#12-1/2 GUAGE
i
BOTTOM STRAND MIN. #10
GUAGE
\\
/
STEEL
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W/12" STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE
3. STEEL POST SHALL BE 5' 0" IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
T�
GROUND LINE Z I
� � N
I
SILT FENCE
N.T.S.
FILTER FABRIC
r- FILL SLOPE
ANCHOR FILTER FABRIC
SKIRT
OCCUPIED
DWELLING
DWELLING
i
ERI,
our
OCCUPIED
DWELLING
DISTURBED LIMITS
& SILT FENCE
i
EDGE OF
0��4�
OCCUPIED
DWELLING
��\OCCUPIED
DWELLING
Vj/•
OCCUPIED
DWELLING
NOTE: TRUCKS COMING IN AND OUT OF DAMSON
CABIN ROAD ARE NOT ALLOWED WITHIN 25 FT OF
THE HORIZONTAL LINE SWITCH AND MAINTAIN THE
SAME BUFFER DISTANCE FROM THE EXISTING
TRANSMISSION LINE POLES AND ANCHORS.
a
N
A -A
i '
`
OCCUPIED
�DWEWNG
I I
REPLACEEXISTING5
112 I
RCP RCP
1 }" S9.5B z
`
EXISTING ABC
o
8" ABC STONE N F
^'r <:. ,.•,
STONE ACCESS DRIVE
I PARALLEL
o
I
<'": • hk6
(ELEVATION OF AREA NOT TO BE RAISED
PIPE END
W
�+ \ WITHIN THE DUKE EN RGY EA MES EN� - ��QNFOR INV=3
•3.w w "_W T
23
Alp
1till
SIGN W/jjM--RG NICY
PERMITTCO TACT IRMdTION I
J 80UNQ�l C.M. MITCi�ELI
CONSTRUCTION, INC.
910-327-2907 I
s: 94 1191 �.3 7ti
`.;.• WD
41 WD ( - >,s,.�- 3- >,yv �'Y' �> ` mh>h " ` ' DUKE
' 05 \hry°��ENERGY
1190w,>` 4 EASMENT
# ; WD
®>a. ., EW A3 f t - \ j '�' , \ �•� ®4> >q • I I
qNG # JI c23 A` ` " 1189 \1, c, ,.,,h°
/ 6>EWD R Y a EW�..%
y • EW ,:_ ,•" Oy ®bmay, >ti� / EiP (DIST.)
E y ® y ® I I
'iNE °g WQCfSEO,n' yhR'
AREUA
BOTTOM DF NINE • f >i352�>YEWD , T \ ^ ` n 5�m>y \ •," ® I
�-M04 ` ! EWD ES ol` \ g a•
E�bh°y•h�# ROAD , p `� y ,ham' 0 I PERMITTED
//V • EWD BOUNDARY
1302ry 1Nv" EWD s`Y • '"' \ ,y
DAWSON
CABIN ROAD
�SR
1107�EIR
{OENi}
PARALLEL
PIPE END
SECTION FOR
15" RCP
PAVE EXISTING
GRAVEL DRIVE 250
FT
HACK FROM R/W LINE
WITH 1 }" S9.5B
• • °'�> ;', ,�, `.. ti� �/� \\ ' hN M '=FINE, A -A
•0 .-nrrlloll
>
•>. •tiy 5� GRAPHIC SCALE
SV
O Y p
1 inch = 60 ft.
'may FIROi'OSED SAND,
MIN� AREA 1
J ry� o y tip
1 °>••^' , ,> / / �10 .. Fpi'i:i: \ G �'So \ ' p °>\ f J 6 d�
m,�0 °> .•....../' h�� u` �ry ,j\\ a°`O'y J h
51,
`ci • k _.. -. % / ry0? —28- ~ \ 9\'F
� 11 � 3� � mot/ miry _-•^'"� � °� ! J iNJ �`ry�`f
1401 ti m/•• /,.-__.•/ �m M1'/---... "r" \\ \�h UCT11R i14,� ° / �bt2"� h.. R..1655
hh0 TON EWD
CKj�l(J c" <`daK1 V s6
END SILT '1'1 \Vz '/`r�-'---p`.,- °'v`'',y�s` `,�,ti�EwD
FENCE w ®ti i L ti °1 % m h� ��
! / ®,�� '�. .1 ry� `'a".,� v" /y
i .--' y ` ,p�,�_. /'Lin ✓ \�B"".�.. �.. ~ ti
�{t crQ tj ,ti / �2g-� ''1�,'- °•,.-1 `� �� � ��q // i�h n� 2'A� `�.17"QAK 2 , . ifJ WD
r�ME�OF��. 4, WD
it ®,y 1 n' '"".�_ ."..�-"''� \ y� . \ 'ti✓'�/ �� .'O�� ,s. EWD
/ OCCUPIED
DWELLING
END
\ �� (LUNG
AW
® '•:. 23--- INV 12'-CPP: 10.85'
—
EWD ftiFl: 75.58'__
EW` -f D max. ry ;NV 72'CPP: 74.ti
\ EWDW�
M.. /'0- EWD
V y
':NV it CPP: 10.13'
I (PINY 77CPP: 1127'
/-APPROXIMATE LOCATION
! OF WETLAND
PRINTED 3-10
TIIDEWATE= ASSO-C�A�TES,, 'h!N(�;.,"
f'Ca 9Ye 'k..:l<,SCtiR1%✓Jfi,�gJ!.d9"f8�
NOTES:
1. THERE ARE NO WETLANDS WITHIN 50 FEET OF THE SAND MINE. ;
GRAPHIC SCALE
.f 60 0 30 60 120
1 inch a 60 ft.
i
6/2/2021
No.
Revision
Date
B
1
REVISED PER SAND MINE SECTION
2/1/21
MNH
2
REVISED PER MINING SECTION COMMENTS
6/2 21
MNH
Designer Scale
MNH J
Drawn By Date
MNH NOVEI
Checked By Job No.
2020
71IONSLOWCOUNTY
WATKINS SAND MINE GARY WATKINS'
3200 WILMINGTON HIGHWAY
NORTH CAROLINA JACKSONVILLE, NC 28450
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
SAND MINE PLAN
Sheet No.
C-4