HomeMy WebLinkAboutsite plan 5-22v
om
H �
-'1
H z
>r 'm
Hz-1=D
=-nz>m
s0 U'0
Z Hgr— li
O y D D
H
0
z
L
.01
a
am
H �
tCi ' z
r , I
m z z -�
�o�nm
ZH-000
0
H
C�DbD
O H
a
z r
1607.01
TOP
AND BOTTOM S
SHALL BE 10 GAUG
NOTES
8' MAX. WITH WIRE
(6" MAX. WITHOUT WIRE)
MIDDLE AND VERTICAL WIRES
SHALL BE 121/2 GAUGE MIN.
rRAND
®r
MIN.�—
''�11�11�.IIF�1I-;IIGII�IIGIIF�tl-�911�11,=11��.
1
11=11g11,=,1i.=11�=11=1tC;r11�11�11=11r.=Jll"...IIK?II
—�'E
IIA11�11C,��11.11�I1�1,,�,
WIRECl I .--, I
FILTRATION GEOTEXTILE
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
OF 6 LINE WIRES WITH 12" STAY
SPACING.
USE FILTRATION GEOTEXTILE
A MINIMUM OF 36" IN WIDTH AND
FASTEN ADEQUATELY TO THE WIRE
AS DIRECTED.
PROVIDE 5'-0" STEEL POST OF
THE SELF -FASTENER ANGLE STEEL
TYPE.
FOR MECHANICAL SLICING METHOD
INSTALLATION, GEOTEXTILE SHALL
BE A MAXIMUM OF 18" ABOVE GROUND
SURFACE.
56 Stt t fraNG�
Oiif 'B
FILTRATION GEOTEXTILE —
COMPACTED FILL-,,
I
24" MAX.
(18" MIN.)
I 4„ STEEL POST - 2'-0" DEPTH
I
I
_. _
EXTENSION OF GEOTEXTILE AND
WIRE INTO TRENCH
z
H }
H pG�U
O
oo�=z
N
fn1 U_OJ
o0CHn¢
~ H
w ui
0
1
o
o W
U. v
z W
3 LL'
Cr ~
J
Q N
o
z
CC
= O
cn a
_jUJ
CD W
z
w
1605.01
z
�Q
z
C-)
LL
NOTES-�az�
1.
PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
¢ Uo�cQ
H
2.
TRUCKS.
LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
it
BY ALL CONSTRUCTION VEHICLES.
oI-q�
o W
z
nc
3.
MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
>
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
r n o
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
o
4.
ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
5.
LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6.
NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
W
BE DETERMINED BY THE ENGINEER.
Z
7.
USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
Q
8.
BY THE ENGINEER.
INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
o jr
[h-
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
z W
H
O
o =
QC
z �
�z
O
H
-� J
0 W
w
Q
NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE
C
0
—'� ESTVA'Alft WRT£R LEVEL VPON MCLb.tA4- iaN
Tam
16
Mining Area Cross-section
(not to scats)
PWIMEIER
'i epr4l y
'5v
1607.011
ITOLDW f2om FVM?
�° k�znrt
EN �iZANC.E.
Construction Detail for 30'x6W Basin
Not to Scale
Plan View
Z4 excro D ftbimEur 5-row4e
60' Cross Section
� 111 •`� t!! f
•.. • ®• � •• Sri♦
r .... .:
slope max
9 4. �tMpi ��� � .r�ip•i�rlo �.i'�,-yi
$ ft
min
30' Cross Section
RNU L izc) RrJ
&ft
min
El
4o"
F�
Reclamation Plan: The entire Mining Area will be left as a pond. All slopes will be
graded to a 3:1 slope or flatter. All disturbed areas above static water level will be
seeded according to approved Revegetation Plan. The haul roads will remain in use as
farm access roads.
CATEGORY
CURRENT AFFECTED
ACREAGE
PROPOSED CHANGE TO
AFFECTED ACREAGE
TOTAL AFFECTED
ACREAGE
Tailings/Sediment Ponds
Stockpiles
Waste piles
Processing Areas/Haul Roads
0.70
0.70
Mine Excavations
6.00
6.00
Other (Please explain)
Total Affected Acreage
6.70
6.70
Total Permitted Acreage
8.40
8.40
VJ6Lv
P�Irn�z La.,inq�z
�
_
ZS' UNEX.-AVAMc_9 T3UF-;:;cR
l
M►NtU4 t_t mt-r
rl
x
'BARN
I a
Ij
z l
N
3 3
F=
iX
z gl - JC.
<0
1\1oN-�VR1571t-r lnN�acl �tTGN
d
in
V I-rC4 WILL 'St p L V q C,. r0 'To
i� C
el N
'prto��(t.TK LtrJ�
r
z
t"
tV orZ ; 4
150, x ('p,
'gAS IN Fvg
I5EW A" IE:'IZ IN 6
s T) by -,CA
PRevENT OT-�SrCe St�1mEn� �A"rtand 1'c2u`r1��ER ',
ANO t,Jt1.L Nn'C 730 vSeo �vv 3c"Rrrt To MUG r l
Z.
l
MIN N4 LIIMV"'C pE2„rv�t-CEQ gt�-- -,v�C I
50' UNt)SWIM 2) 13UPFu 50 UN419iU_14560 113UPFM
72l�11T �N/ izy
IDA
I t
MINE PLAN AND DETAILS
CARTERET FARM MINE
CARTERET FARM LLC
CARTERET COUNTY
1'=100' DECEMBER 2, 2021
PAGE 2OF2
PREPARED BY CAROLINA GEOLOGICAL SERVICES, INC