20231120_Mine_Map

ACREAGE TO BE
CATEGORY AFFECTED OVER __ / 77
LIFE OF MINE
Tailings / Sediment Ponds 12
Stockpiles 123 L / \ 76
z /
J'/,'
C —� Wastepiles (Berms) 60
89
Processing Area / Haul Roads 3 /
j' AROUND THE \
y/ CHANNEL TO BE
Mine Excavation 699 / TEMPORARILY ,
, DISTURBED DURING ��t. /• � � I / �
43 r yu A ILI2ED t \ `r' ENTRA
Unexcavated Buffer / y\<
TOTAL AREA TO BE DISTURBED 1026 ; 75 /i P-- \ 4
TOTAL PERMITTED ACREAGE 1531
Notes:
1. Previously mined areas currently used for stockpiles/processing area are not /
included in mine excavation area.
2. Topo lines and parcel lines from NC OneMop Downloaded 12/26/19
3. Variations in county line between Jones and Onslow County data sets.
` 4. No wetlands to be disturbed without proper permits from the US Army Corps of
Engineers, NC DEQ Division of Water Resources, and modification of the mine
permit. I m
5. Petroleum storage tanks are located in close proximity to the shop and in the I
plant area. If tanks are relocated, the spill prevention, control, and P
countermeasures (SPCC) plan will be updated appropriately. j
,
w,+ITE o \ `_'_--------
i �
I � � Culvert kk 1
30 ,
' I I12
13
73
` I
1
I I 9 1 71 � 74 / ----WHITE OAK RIVER / \
''� 1 1415
I y
X c ' /j
----- 1 SOx x X �'k x - ,
-ENTRANCE K,�,��
1 67 �1 -'� '.. . x- X it , ,. 5,:, K -
1 ! 1 '��!✓C < : .� nXx \ 'j.� -4
JJJ j
66
NTRANCE62
64
FFICE
t
61
yK
60 59 16
\ r
58
_ ,•
1 /
/ TI '' --- ��
/ A �., III 17
57
L-- m' \ '> •_ \ \\ DITCH DIVERTED _
TO PIT
BERMS TO BE 19
/ i '}- -•i I -� ����,' \\ 'yam +;..._ BUILT PRIOR TO
r
I----I-••--i ---- �'•f�-'\.' \\ Y�'�''��._,"' �, a - „. ,`\�',. \,:... THIS
CAREAG IN Tp-7 '
oil
51, ,.� ,� 7..�-` -_-J/ 21
RD_
/ �� 1�.J -1.��'•'' ,� \ ,�� \ 1 51 /d�I
22
/ A
/ i % Tom, \\ f ' \\ \` •'p0 \� 50 \ = 20
23 ��cy�t
y �`.
:X', v\' UNOFF FROM 26 ,,-30
i` /,- D-e DITCH DIVERTED / 33
x
\ ,
A O P
\ �' �, yam r " T ( 27 �3
ip
32
34
35
\ / 3
\ \/
/ ,
AV
FUTURE PIT S/ 35
C' (MAY BE V \
\ MINED E
x-�. SEPARATE PIT \
\,P \/ / - , ` OR PART OF
\
`•� I �\ �'\✓���/ :'\A' // / `.. \ - DIKE \y _ EXISTING PIT) \
J ��' \ i� \ / \>•p\ _. TO BE- NSTRU¢=
\\'Y47
y
1
til
PORTION OF PIT MAY >
I \ ` \• \ \'� \ / , BACKFILLED TO CREATE
I y / v
ADDITIONAL STOCKPIILE
AREA
ROSSING TO BE GRADED
SUCH THAT ALL WATER
,
HITTING THE ROAD SURFACE
WILL FLOW TO A PIT
46 �1 /
1 IMPACTED BY USAC
PERMIT No. SAW
2019-00233
LEGEND:
I
Permit Boundary
Property Lines(Jones County) —••—••—•.—••
-------------------- Q J
(Onslow County)
Topographic Contour
Pit Limit
Future Pit Limits 36
FUTURE PIT
,( `v � ��;i � /�; -� � � •
I- Buffer-Undisturbed I mo� `- ITE OAK RIVER / IV/ /
37 T
SUCH THAT ALL WATER J
HITTING THE ROAD SURFACE j
Buffer-Unexcavated i aye WALL FLOW TO A PIT _ I
Berm(existing) "r-
I
r 91 Al
• r
Berm a�i --
(to be built based i
36
on overburden supply) vv
Body of Water '
I I � � � -��
Tailings/Sediment Ponds ` .BY USAC
PERMIT No. SAW /
ll 2019-00233
Stockpiles
Processing Area/Haul Roads 1 �1 /` 39
1 ,
Wetlands 1, 45
ST-B
Sediment Trap [] 11' `�{ ® ® f
1
Energy Dissipater/Outlet Protection
Culvert
Diversion Ditch — >> >>
•� 1 1
100 Year Flood Boundary //
IMPACTED BY USACE
PERMIT No. SAW
Natural Water Feature — i% \\� 2 01 9-00233
/ u
Monitoring Well �T,., I 40
I
Offsite Well
Adjacent Parcel Map 1D 45 ' 44
County Parcel County Parcel -�
Map ID Number Owner Name ``Map ID Number Owner Name
1 5432446359DO BYRD,JOHNATHAN ROBERT 41 544008986700 MEADOWS,CHARLIE HEIRS
2 543253863100 MORRIS,JEFFERY WARREN - 42 543087330600 UNITIED STATES OF AMERICA CROATAN DISTRICT RANGER -
3 543241084800 MORRIS,LATRISE - 43 543DO0683371 DICKERSON GLENN W&GWYNDOLYN -
4 543251737500 PELLETIER,G S '
44 543001485409 CARL LEE JR WATERS •', % ® ; � � /
5 543241629500 PELLETIER,G S 45 543103208999 JONES LUCY G HEIRS&CHARLES A 11 // `� 41
6 543159186400 WHITAKER,RUSSELL G 46 543103136144 CG PARKER FARMS LLC 1 /
7 543159251800 DOSTER,DONALD L SR ! 47 543103135818 PARKER HAZELS TRUSTEE 11 43
g 543159243200 BOOTH,MICHAELG.JR I 48 543103146734 BLANCHARD DEBORAH MATTOCKS& ;
g 543159236000 MARTIN MARIETTA MATERIALS REAL ESTATE INVESTMENTS,INC. 1 49 543101054460 RIGGS LARRY E&FREDA B 11 T_ j r 42 \`,\
10 543159320100 TXI OPERATIONS,LP I 50 543101066111 MCQUILLAN DONALD EDWARD
11 543159314100 TXI OPERATIONS,LP I 51 543101068139 JAMES FOOTE
12 543158580700 MARIETTA MATERIALS REAL ESTATE I 52 543101069222 PAW TH00 L&HTOO L SOE&TOT NAH » '
I. SCALE 1 = 500
13 543271270700 COLLINS,ELIZABETH BANKS 53 543101160226 CHRISTOPHER PAUL LYNCH&TINA GARRISH I I
14 543179412800 BANKS,LARRY D 54 543101161258 LUNGER JON
15 5431686173DO BANKS,LARRY D I 55 543101162366 CHAMP EAU LOUISK&CATHERINE 0 250 500 1000 1500 2000
16 543166893800 MYRTLE GROVE CHRlSTIAN CHURCH 56 543101161590 CONSTANT MICHAEL CLAIR&ALICIA
, 17 543166770060 MYRTLE GROVE CHRISTIAN CHURCH 57 543101062486 SCNMIDT DALE W&MARIANNE P
\\\ 18 543176269100 MEADOWS,CLARENCE MILTON I 58 543101065738 MARTIN MARIETTA MATERIALS INC I L-____L-----_ , -------------
\\ 19 543176442800 MEADOWS,CLARENCE MILTON 59 542112968995 DOVE VELINDA -
20 543165990900 BOONE,MARYANN JORDAN 60 542112975093 PARKER AMELIA H OR WILBUR L TRUSTEES
21 5431763275M MEADOWS,PATSY HYATT 1 61 542112975184 HAMM EVELYN L ' - -
\ 22 5431768045DO MAIDES,JANIE M 62 542112975382 MARTI N MARIETTA MATERIALS INC I
23 543175888000 HEATH,JULIAB 63 542112972014 KI M MARCUS&MIMI I Martin24 543185074600 HEATH,JULIA B 64 542112971115 LAKEBED FARM,LLC
25 543185161300 COLLINS,CARL1 I 65 542112972443 LASSITTERWOOOROW&JOYCE �� ,' 11 BY. Marietta
I /26 543185256806 HORN,KENJI LEE I 66 542108972564 LASSITTER WOODROW 10 BY:I
27 543185441900 HORN,BRIANNA L. I 67 542108980066 PARKER EDWARD&NANCY - J,/ 9 BY:
28 543186900100 MEADOWS,GREGORY M I 68 542108971902 PARKER EDWARD E&NANCY 8 BY:
29 543185762900 MEADOWS,GREGORY M 69 542108982127 YANCEY LENA C
7 BY:
30 543185862000 JONES,RONALD S I 70 542108982342 IMANNING ANGELA 5&BOBBY GLENN LASSITER Mine M a p
I - �
31 543185845800 RIKARD,JAMES CARROLL 71 542108984226 BELGRADE VOLUNTEER FIRE DEPARTMENT INC 6 BY:
32 543185931900 DUNN,ANTHONY I 72 542108985005 BELGRADE VOLUNTEER FIRE DEPARTMENT INC ---_ 5 BY:
33 543195158500 COLLINS,CARL J 73 543109061100 BANKS,RAYMOND 4 BY: Belgrade Quarry
34 543195021900 DUDLEY,FLOSSIE B j 74 543710350800 E&J DEVELOPERS,LLC -- 3 BY:
35 545367214500 UNITED STATES OF AMERICA CROATAN DISTRICT RANGER 75 543221766200 RIIPLEY,BARRY KEITH AND RIPLEY,RYMA INGLETT -'--`-`- -
--'-'-----"-- 2 11/23 Stream Relocation; Southern Pit BY:PNP �\
36 544102520300 JONES,GRACE A 1 76 543222736600 TAYLOR,KEVIN - 1 01/20 Reprinted Without Reclamation Layer On BY:PNP Jones and Onslow C o u n ties, I V C
37 543191277600 MEADOWS,DANNY R TRUSTEE,MEADOWS REVOCABLE LIVING TRUST ; 77 543232055000 TAYLOR,KEVIN
0 01/20 Updating rrnapping; adding eastern parcels BY:PNP QUARRY: Belgrade
38 543191316900 DAVIS,BENJAMIN A I �_-'�� � \N DATE REVISION BY
39 5431907789DO SCOTT,ELIZABETH MEADOWS I I I DWN BY: DATE: JOB. N0.
1 PNP NOV. 2023 Permit 67-01
40 544100912700 WEINERT,JAMES ; ©2020 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS FILE NAME: Belgrade.Mine.Map S T NO. DWG.
RESERVED. UNAUTHORIZED DUPLICATION IS PROHIBITED. cI<. Y: s��\LE: 1 No:
I I r- ---` F DESIGN FIRM: P P 1 =500

100'Unexcavated Buffer 100'Undisturbed Buffer
1 0'Mln. V o 8'max,standard.stren th fabric with wire fence
20' 20' 20' .•., 6 max.extra strength fabric without wire fence
Pitch crown to drain Q
<interiorol��e
ff to the Dcic,
property w p eel
es
UZ 10, d2:1 Berm 2:It, Plastic
or
Wire 18-2a,_
, ,1 zre_l,r'., fence
30 max.Height
1 L_ Pit r 1 i Natural
2 _ 2 ground
25'Buffer
fI _ Cross Section A A' (N.T.S) 24
I I--� I (— I I--I I ---I I —I I I i I I I I '_ _— 4i g" noh
I-) I L I i I I I (—I I I—I I I I—I ( (— " +. the groHBxRP: E fnbr 6
Wire
-...._.-.»__....._..�,.... �__..._...._._..`__-,._.. fence
100'lUndisturbed Cross-section
100'Unexcavated Buffer 100'Unexcavated Buffer Buffer Filter view
Steel fabric 8ack"ll trench Natural
Past and compact
thoroughly ground
C 20' 20' 20',. '
Pitch crown to drainQ o
all runoff to the
9
rna�oa O Y -':"'4� :n+'
interior of the
property � 2:1 Berm � � za ;�;:�•, a:'
^ ;'t';
10 Typical l0' d 2:N y N ,t min
Cil
Pit
_ 117iI
50 \\ \\i 1 To SILT FENCE DETAIL
Undisturbed /\/\/� '
White \\/\\/\\i /\i \ F P re Cross Section B - B' (N.T.S) (from NC Erosion and Sediment Control Planning and Design Manual)
Buffer 1,5 Access Road) /\�i\//\//\//\//\ a //\�/��i
Oak River Erosion Cont I `/\\j�j\\j\\j\\j\\� o y\\j\\j`,;:, =�;
not to scale
- - - - - - III III_III—
iEl I I I ,I 1 I, ,,111, ,,III, I I I lj;,TI I_,,1Tf, ,IT_I, , ,,IT_I ,1 I f-1 I GTEI I =11 �I 1 F9 11=_1 11==1 I 1 1 I I 1=1 I 1-1 1111 ,11
I(( 111,i lI Ill i,I l I, ,III Ill„'ill=1 I�— 100'Unexcavated Buffer 50'Undisturbed Buffer
70' Typical
b
20'_ 20' 20'
no"" O �
Y
10 d2:1 Be1m 2:1�
C�
NOTES:
1. Slopes will be tracked during construction to aid tf11 �l Irk IINit� i15 I11 "
in the establishment of vegetative cover. TYPICAL BERM CROSS SECTION 11
2. All exposed areas will be stabilized immediately not to scale Cross Section C - C' (N.T.S)
following construction.
SEDIMENT TRAP SCHEDULE
Sediment Drainage Sediment Sediment Trap Dimensions Weir Dimension
Trap No. Area(Ac.) Storage(Cu. Ft.) L(Ft.) W(Ft.) H(Ft.) (Ft.)
ST A 0.50 1800 42 21 4 4
ST B 0.25 900 30 15 4 4
10, 10, Notes:
Safety Bench Safety Bench DIVERSION DITCH SCHEDULE 1)Weir dimensions are minimum requirements from NCESCPDM(Table 6.60a)
V-Ditch V-Ditch Size Length of Ditch Elevation Change Slope Lining
ti No. T(Ft.) X D(Ft.) (Ft.) (Ft.) (%)
ies V
Overburden ar `' Varies TD#1 6 X 1 1238 5 0.4 Tall Fescue
TD#2 6 X 1 1610 10 0.6 Tall Fescue
s-o^
TD#3 9 X 1.5 1512 3 0.2 Tall Fescue min.
60' TD94 6 X 1 1265 2 0.2 Tall Fescue Top of Berm Carry Rip-Rap up Top
TD45 6 X 1 1258 4 0.3 Tall Fescue sloes of spillway width F-e
Freeboard
TD#6 6 X 1 1151 7 0.6 Tall Fescue Topofweir min.
TD#7 6 X 1 457 4 0.9 Tall Fescue Fow #s Washed
2 max
Limestone TD#8 6 X 1 732 2 0.3 Tall Fescue s'-o^max. (Total Sediment Depth
(Total Basin Capacity) �1
Clean out basin
NOTE: when this level is reached Sediment Depth
Typical Pit Cross-Section 1) DIVERSION DITCH LOCATIONS SHALL BE FIELD ADJUSTED AS
NECESSARY TO CONFORM TO ACTUAL TOPOGRAPHY. Excavate 1.5 feet of the sediment trap below grade,and provide minimum storage depth of 2 feet
not to scale above grade.Provide porous baffles with a minimum of three rows between the inlet and outlet discharge I V
point.Temporary sediment traps less than 20 feet in length may use 2 baffles. MIN.
Sediment
Baffles Basin
DESIGN SETTLED TOP ;P
21'MIN. EMERGENCY BY—PASS
OVERFILL E FOR DAM d' SETTLED TOP s
SETTLEMENT OF DAM � I
SLOPE MAx
. 4..-
'Max.FlLL II TER vAWC E P-9"
Place material from excavation on 1:1 SIDE LOPE MAX. / `•��.1:;>.°,r�:. 3'-0"
SEEDBED PREPARATION NOTES: downhill side of flow. Use additional NATURAL a �9
fill to achieve specified height and width. ''"""•
1) Install necessary erosion and sediment control measures before seeding,and complete T min.
grading according to the approved plan. worm sscTroN PERSPECTIVE vow
2) Lime and fertilizer needs should be determined by soil tests.When soil tests are not
�J TYPICAL SEDIMENT TRAP CROSS SECTION
available,follow the revegetation plan soil amendment requirements. 1 ��. a� not to scale
3) Apply lime and fertilizer evenly and incorporate into the top 4-6 inches of soil by Flow,
disking or other suitable means.Operate machinery on the contour.When using a
hydroseeder,apply lime and fertilizer to a rough,loose surface. 1 max 3;1aX
Seed and mulch diversion channel and dike
4) Roughening of the soil with tracked machinery is accomplished by operating the
machinery up and down the slope to leave horizontal depressions in the soil.Do not Varies immediately after construction.Choose appropriate
back-blade during the final grading operation. 3 min. seeding mixture from the seeding schedule.
5) Complete seedbed preparation by breaking up large clods and raking into a smooth,
uniform surface.Fill in or level depressions that can collect water.Broadcast seed
into a freshly loosened seedbed that has not been sealed by rainfall. TEMPORARY DIVERSION DITCH
I 24'-0"Travel Surface
8'-0" 12'-0" CL 12'-0" 8'-011 Ditch
grassed grassed
shoulder I Grade Point shoulder
I
-1/4°/Ft -1/4"/Ft Existing
ReV�g@t2tl011 Phan Existing -1/211/Ft -1/2"/Ft Grade
Grade 2'11 3;1
After site preparation, all disturbed land areas shall be revegetated as per the following: 1-1/2"bituminous concrete surface course,type"e"or
3"bituminous concrete binder course,type"b"
Existing Grade 41 /% Tack coat placed at rate of 0.05 gal./sq/yd.
Permanent Seeding Specifications 4� ;j/ / /
' S , . � ' /a 8"abc crushed stonepaving)
Water Level of Clarification Pond Vegetated//r vM§i
) tUn afDitch f f> " Sub d tdh e ll dale for de cted to 5t11a and W1IdtO0 edit tR'
r o o �.. I.I III—IIII i II 111 111 111 III See i s sc e u p ch
dates Species Rate. Lbs/Acre ,t , I 1 1� 11 (I 1= =1 I El 11=1 11=1 I I-1 I I-1 11=1 11=1 I I 1 I(-
February 15-April 1 Kobe Lespedeza 10 I I-1 I�111=1 I1=1 11=1 -1 I I I 11=1 I1=1 11=1 11=1 11=1 11=1 11=1 I1=1TI—
Bahiagrass 50 -ri 1=1 I I-1T_I-11 I-111=_I 11=III=1 I I-I I-1 11=I 11=I I -1 I I=1 11=1 I I-1TI=1 11=
Redtop 1 11-111-111-1 I I-111—III—I I l-1 l 1—1 I M I 1=1 11=1 11=1 I I-111—I 1 l—I 11-1111 I —1 ASPHALT ROADWAY WITH DITCH
Winter rye (grain) 15 i1-111-1 I l I I l I I 1, 11-1 11-1 I Mil,
I I I=1TI-i Il=, I I II II I II II I II I I I=1 I I— not to scale
April 1- July 31 Common Bermuda 50
August 1- October 25 Lespedeza (unscarified) 30
Profile
German millet 40
October 25- February 15 Rye (grain-temporary) 120
24'-0"Travel Surface(typ.)
Temporary
Liner
F(if required)
Soil Amendments --� - 6"fre board — — —
111-i 11 111- i=1 I 1=1 I f=1 11= $'-0" 12'-0" IT-o" 8'-0" DITCH
Lime- 2000 Ibs/acre or follow recommendations from a soil test. I I=1 I L;III(= 3., Depth I I,,I I I grassed grassed
—11 —Il— ox _� shoulder I Grade Point should grassed
er ct
I-
- — Bottom Width — —
Fertilizer- 1000 lbs/acre 8-8-8 or 10-10-10, or follow recommendations from a I—III—I I — —I _—I I II e,I Existing
=I I 1=1 11= _ _ _ 1--III— Seed and mulch diversion channel _1/2 P -1/4"/ F -1/4"/ 1' -1/2' Grade
I I _III=I I(—III—III—I I(—I I and dike immediately after Existing
soil test. I — �� y 3:1 I----------------;--------------' ------------ :1 1
construction.choose appropriate Grade 3
Mulch- All seeded areas shall be mulched using small grain straw at a rate _ seeding mixture from the seeding
of 2000 Ibs/acre and anchored appropriately. Ditch Top Bottom Depth Lining schedule.
Width width
G1 18' 1 2' 4' ITall Fescue Subgrade compacted to 95%AASHTO density NOTE:crushed stone paving shall
Whenever possible, disturbed areas should be vegetated with native warm season (T 24' 1 4' 5' 1 Tall Fescue be maintained by owner as required
grasses such as switch grass, Indian grass, bluestem and gamma grass. 8"min.crushed stone paving
In addition, the permittee shall consult with a professional wildlife biologist with the N.C. PERMANENT DIVERSION DITCH (G1 & G2) 2T ROADWAY(Crushed Stone)
Wildlife Resources Commission to enhance post-project wildlife habitat at the site. not to scale
CULVERT SCHEDULE ENERGY DISSIPATER DETAIL
NOTE:
Culvert Diameter Number Culvert Length Width Depth S 1. NCDOT#5 stone is preferred. Pad to be 50 ft.L x
Boulders No. (in.) of Pipes Type No. (ft) (ft) (in) (class) Slope 20 ft.W x 6 in.thick(min.).
31,x YW x YD �� ��' 2. Turning radius sufficient to accommodate large
1 24 1 CMP 1 12 8 24 B 1%
3. Must be maintained in a condition which will
prevent tracking or direct flow of mud onto streets.
xighwall �� �ll Periodic top dressing may be necessary.
Pipe Outlet to Flat Area- Pipe Outlet to Well-Defined 4. This construction entrance will be installed at all
Option 1(Boulder Barricade) No Well-Defined Channel Channel entrance and exit points to the site. At this time the
not to scale only entrance and exit shown on the site plan will be
paved as part of the initial project.
f—3'mi. ---�(
.I 1 Pitch crop to drain I
.off to ha 15 ft.R.
iateriar of the Property
A A'
6"min.. stone bed
1 '�TYPa t I Property Line
2 2 t5efeet 3do W A At
Stone Size :NCDOT#5 CONSTRUCTION ENTRANCE
7� or#57 washed stone not to scale
Option 2(Berm)
not to scale W
8'-10,O.C.
Top Rail
Fabric-9 Gauge Terminal PLAN
1-1/2"Mesh Post
Brace Rail
6'
Truss Rod
Line Post PLAN Martin
Tension Wire
L ,1 BY:
L Marietta
11 II ����� 10 BY:
3'_6" 111 I 4 9 BY:
—
u� III_ B BY:
10„ u —
1' ILI i : :;: Fir':
7 BY:
Option 3(Chain Link Fence) '� �. 6 BY:
not to scale d _ .'— --= _ _ _ _ !I I� D Details Sheet
--lI1-11 —IT�—I� Hi I—E 11=1 11=1 I I—'I 11= �—�—� 5 BY:
HIGHWALL BARRIERS IBM TTT f I I-
Filter Blanket 4 01/20 Moved Sections from Mine Map BY:PNP
3 11/12 Updated E&SC BY:NMW Belgrade Quarry
SECTION A-A' SECTION A-A' 2 6/12 10 Year Mine Permit Renewal BY:NMW
1 4/02 10 Year Mine Permit Renewal BY:DB Jones and \J n n S I o W Counties, I\V C
° BY: QUARRY: Belgrade
DATE REVISION BY WN BY: DATE: JOB. N .
©2020 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS FILE NAME: Belgrade.Mine.Map PNP JAN. 2020 S TNO.PermitG 67-0�
RESERVED. UNAUTHORIZED DUPLICATION IS PROHIBITED. CK. BY: SCALE: N
O:
DESIGN FIRM: PNP N TS

� I I
Notes:
1. Erosion and sediment control measures necessary for final reclamation will be
cleaned out and placed in good working order. All other existing erosion and
sediment control structures will remain in place and be allowed to revegetate / \
naturally.
2. Any unstable road surfaces will be graded and seeded.
3. Berms are to be built as material becomes available. The extent of the berms
shown on this plan are anticipated; final dimensions may vary.
4. Topo Lines and Parcel Lines from NC OneMap Downloaded 12/26/19
5. Variations in county line between Jones and Onslow County data sets.
I
01,
i
1 1 I
I o
I fa I `1
I 1 \(\
°
I , 1
/
/ I 1
I
i
1 �
I - ,
fI ,
FUTURE LAKE
I 7
I 1 \''' will bye allowed �°a '
I o �
I
i I Buildings to be removed
I i
At final reclamation, any remaining stockpiles
will be removed. The area will be graded as is
necessary to ensure good surface drainage. �r• \., ' /
Area Is to be scarified and revegetated. ocb
1
r
II
i / I r--------- '0
m /
1 /
Settling pond
will be allowed —,_.._�
o revegetate
\ Inaturally \
f'�/ \\ \\
I
r �
r
r r
r'
/ i
°aa At final reclamation, any remaining stockpiles
r �a will be removed. The area will be graded as is
/� necessary to ensure good surface drainage.
Area is to be scarified and revegetated.
N, \`\
60
FUTURE LAKE %a
r'
rA
rr
\
LEGEND: `\ -
' Permit Boundary `
Property Lines(Jones
Onslow Count' --------------------
Topographic Contour I
\ I
Pit Limit
Future Pit Limits
I
Buffer-Undisturbed
--
Buffer-Unexcavated
I l
Berm(existing)
i
Berm
(to be built based
on overburden supply)
Body of Water
Tailings/Sediment Ponds
1
\
Stockpiles lil 11
1
1 1
Processing Area/Haul Roads 1 I
Wetlands
i 1
Sediment Trap ST-B
1 1
Energy Dissipater/Outlet Protection
1 �
Culvert
Diversion.Ditch — >> >> �\ I
Natural Water Feature —
Monitoring Well
1
I
Offsite Well ' I I (1
Adjacent Parcel.Map ID 45 y
------------
/ / /7'T`7 �7- I -----------------A
�-"------,i---r-L-
-I
TL----- I I I I -Tljr--TlT--
SCALE 1 " = 500'
11 1 1 1 \
`\\ I 1 I I �` / \♦ '\y�T� I � i j I l i l � i�'----__�11\I\�_''^-�1 1,�'l 1 ''� /� ��
r I l� I 11 i
I Ir---- ---------- 0 250 500 1000 1500 2000
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0 01/20 Updating mapping; gadding eastern parcels BY:PNP QUARRY: Belgrade
DATE REVISIION BY
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©2020 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS FILE NAME: Bel rade.Mine.Ma PNP NOV. 2023
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