20240205_Mine_Maps

ACREAGE TO BE
CATEGORY AFFECTED OVER
,
��•• LIFE OF MINE 77%, \`,\
Tailings / Sediment Ponds 12
76
Stockpiles 123 � -.1/ ,
2
O Wastepiles (Berms) 60 1 j /` J �
Processing Area / Haul Roads 89 \ / ` 3
AROUND THE \
CHANNEL BE I
Mine Excavation 699 / TEMPORARILY
DISTURBED D ING
TRucn
Unexcavated Buffer 43 r ;;kos IUZED '``l`- ENTRA
/ �* /
TOTAL AREA TO BE DISTURBED 1026
/ I
TOTAL PERMITTED ACREAGE 1531 1 wr. t %
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 OneMap Downloaded 12/26/19 �� �b.
3. Variations in county line between Jones and Onslow County data sets. ay \�
4. No wetlands to be disturbed without proper permits from the US Army Corps of -� °'s� I
Engineers, NC DEQ Division of Water Resources, and modification of the mine �
permit.
5. Petroleum storage tanks are located in close proximity to the shop and in the
plant area. If tanks are relocated, the spill prevention, control, and
countermeasures (SPCC) plan will be updated appropriately.
I
/ \y SITE o I i ---------
1
6 j /-
7
72
•,� 13
� I r73
..
/ I
1 71
1 �•h^. , --WHITE OAK RIVER-
74 i /' 'rc Kkr < \. 14
I
72
y ACC EXISTING /
^vim , ROADS
HAUL
y(
1 / 1 ..FORMER ' `,.,4 x �.s^r. NvV�,(v
I n FFICE AS
ACCESS x xx y ;�/ "✓�
661 \C` 'RO/SD$ 'X; „`^"' -\:r �.�J�� kxxK } y��x Y..' `\ ��_•:.i`��\ `\�
I 2L � n \ < �Y :" ^kx X (�� XISTING HAUL
I i Jy /8� ��n K S k JJJCCCC ROADS TRANCE I i'
64
��\ I 62 0163,
CE
L,--7/ I o I 60 j 59
1 / 1 I E 58x It
57
' 1
ml \\ ��� i TD-g .. 18
TCH \-/
/ % 1 ���I ; DI DI ORPD
u
le
/ I
BERMS TO BE 9
--� \� 1\ y/ ,X', BUILT PRIOR TO
55 STOCKPILING IN / I
%r�� . i \�I � �`r-� �•-- \�,'.� ' (\�' �\\'\ /�'\�\ '\� \�/' \\ \�/ \\ 53
-r''Y ` !" THIS AREA
ir� -7
52\ V, /' �KE
21\51 �-
\
50 \ c 22
20 r"
v
�L/ % l % `\ •i�'\ i/' i >. a. 1 >C /'24 /" � ' 28
29
/� / \\,• �'\ \'\ / '� r'O, ` TD_g DITNOFF FROM
CH DIVERTED / 26 30
XISTING BRIDGE TO PIT a~ 27 31
/ CROSSING WHITE
+,OAK RIVER X7<;; /'32
AA\\\ 34 `
I
35
XISTINIG ACCESS
48
X
r
\ \ \ \\\/ C,-' \ \ yam' ��\\ \\ \\ �� �� k r `�•,, � FUTURE PIT (/ 35
\ �,t'�\ \ r �� \ ,• \ j 1 4;i' (MAY BE n `• \ �\
�(� MINED AS /
���� ' I \\ \\. ��'/'' \\ \\ , •, SEPARATE PIT \
OR PART OF
EXISTING PIT) / \
­_JNO
47
10
i' 1 i .\ F ,PROPOSED rN - t Ti. AC'
) _­PROPOSED
TRAP U , wrjt J 0 tl I PLACE"
PORTION OF PIT MAY BE >< +
BACKnLLED TO CREATE �.: { Ati MPOI ARd r Lt'V' tSION DrTCHES ,AND,
/ A -
ADDITIONAL STOCKPILE \�+ :u=C a ENT TRAP BA 'D ON
<; ,I
AREA // cN 7s rr�' CO n .,FS
/ LT FENCE ON ROSSING TO BE GRADED
EWER SIDE OF SUCH THAT ALL WATER
LEGEND: PROPOSED ACCESS HITTING THE ROAD SURFACE
WILL FLOW TO A PIT
Permit Boundary \\\ 46 �c 1
X
Property Lines Jones Count \ I \� PERMIT PACS No. S IM T P
/ p ( y) _••—••—••_••—••— `�1 2019-00233 SEDIMENT TRAP �12
(Onslow County) -------------------- � /�
01
Topographic Contour
_--
�` Pit Limit 1 _ ___' --- — 'I� • m � M r.
Future Pit Limits SILT FENCE ON
t WJHER SIDE!ar
PROPOSED ACCESS
--- Buffer-Undisturbed i
Buffer-Unexcavated 36
FUTURE PIT � �
Berm(existing)
' Berm i ( �_� �
(to be built based I 4y ITE OAK RIVER SUCH THAT ALL WATER 37
1 ( y \ HITTING THE ROAD SURFACE
on overburden supply)y) I WALL FLOW TO A PIT ROPOSED - _
ROADWAY INSIDE
yp FUTURE PIT AREA ---
Body of Water
Tailings/Sediment Ponds i + + + +
Stockpiles I ^� .� \~\ 38 i
Processing Area/Haul Roads
Wetlands
I (/ ERMITENo88 WACE
/
1 i
Sediment Trap ST-B C 2019-00233 41] I + $A; r� /
39
Energy Dissipater/Outlet Protection 1 it 1' , �.
1
Culvert i 1 1 1 45 dhDiversion Ditch >> >>
100 Year Flood Boundary
Natural Water Feature
1
Monitoring Well 1 •
Offsite Well O 1 IMPACTED BY USAGE
\\ I I !
4s PERMIT No. SAW
Adjacent Parcel Map ID \\J /' 2019-00233
Cemeteries !
40
NPDES Outfall ®
Silt FenceX XI F 44
44 /
County Parcel Owner Name `County Parcel Owner Name r' \ \ / �J + + r
Map ID Number _ Map ID Number
1 543244635900 BYRD,JOHNATHAN ROBERT 41 544008986700 MEADOIWS,CHARLIE HEIRS
2 543253863100 MORRIS,JEFFERY WARREN j 42 543087330600 UNITED STATES OF AMIERICA CROA7AN DISTRICT RANGER I \ \ _ / J
3 543241084800 MORRIS,LATRISE 43 543000683371 DICKERSON GLENN W&GWYNDOLYN
4 543251737500 PELLETIER,G S 44 543001485409 CARL LEE JR WATERS 1 j
5 543241629500 PELLETIER,G S 45 543103208999 JONES LUCY G HEIRS&CHARLES A 11 �� 41
6 543159186400 WHITAKER,RUSSELLG 46 543103136144 CISPARKER FARMS LLC 111 43 I
543159251800 DOSTER,DONALD L SR 1 \
7 47 543103135818 PARKER HAZEL S TRUSTEE
8 543159243200 BOOTH,MICHAELG.JR 48 543103146734 BLANCHARD DEBORAH MATTOCKS& 11 .�_'I�,, j f 42
9 543159236000 MARTI N MARIETTA MATERIALS REAL ESTATE INVESTMENTS,INC. 49 543101054460 RIGGS LARRY E&FREDA BIt
10 543159320100 TXI OPERATIONS,LP 50 543101066111 MCCLUILLAN DONALD EDWARD
11 543159314100 TXI OPERATIONS,LP 1 51 543101068139 JAMES FOOTE I III I It 11 1111 11 11 j111`'''''{I 11 SCALE 1 " = 500'
12 543158580700 MARIMA MATERIALS REAL ESTATE 52 543101069222 PAW THOO L&HT00 L SIDE&TOT NAH
13 543271270700 COLLINS,ELIZABETH BANKS I
1 53 543101160226 CHRISTOPHERPAULLYNCH&TINA6ARRISH ! �__•�1�-_ i 11 1111 1 11 �y�--_ , /
14 543179412800 BANKS,LARRY D 54 543101161258 LUNGER JON
15 543168617300 BANKS,LARRY b 55 543101162366 CHAMPEAU LOUIS K&CATHERINE I ! I 1 T� "1 '~ O 250 500 1 000 1500 2000
! ! 1
16 543166893800 MYRTLE GROVE CHRISTIAN CHURCH I 56 543101161590 CONSTANT MICHAEL CLAIR&ALICIA �
17 543166770000 MYRTLE GROVE CHRISTIAN CHURCH
I 57 543101062486 SCHMIDT DALE W&MARIANNE P I --1------� ------
18 543176269100 MEADOWS,CLARENCE MILTON I 58 543101065738 MARTIN MARIETTA MATERIALS INC -
19 543176442800 MEADOWS,CLARENCE MILTON 59 542112968995 DOVE VELINDA
20 543165990900 BOONE,MARYANN JORDAN I 60 542112975093 PARKER AMELIA H OR WILBUR L TRUSTEES
21 543176327500 MEADOWS,PATSY HYATT 61 542112975184 HAMM EVELYN L
22 543176804500 MAIDES,JANI E M
62 542112975382 MARTIN MARIETTA MATERIALS INC
23 543175888000 HEATH,JULIAB 63 542112972014 KIM MARCUS&MIMI 11 \\�`•� '�J Martin
! � i 11 BY:
24 543185074600 HEATH,JULIA B 64 542112971115 LAKEBED FARM,LLC L-_-_______� `� __
25 543185161300 COLLINS,CARL 1 65 542112972443 LASSITTER WOODROW&JOYCE I ,� 10 BY: Marietta
26 543185256800 HORN,KENJI LEE _ 66 542108972564 LASSITTER WOODROW I��� 9 BY:
----------
27 543185441900 543185441900 HORN,BRIANNA L. 67 542108980066 PARKER EDWARD&NANCY 8 BY:
28 543186900100 MEADOWS,GREGORY M 68 542108971902 PARKER EDWARD E&NANCY 7 BY:
29 543185762900 MEADOWS,GREGORY M 69 542108982127 YANCEY LENA C 6 BY: Mine M a p
30 543185862000 JONES,RONALD S 70 542108982342 MANNING ANGELAS&BOBBYGLENN LASSITER
--------
31 543185845800 RIKARD,JAMES CARROLL 71 542108984226 BELGRADE VOLUNTEER FIRE DEPARTMENT INC �/ 5 BY:
32 543185931900 DUNN,ANTHONY 72 542108985005 BELGRADE VOLUNTEER FIRE DEPARTMENT INC 4 BY:
33 543195158500 COLLINS,CARL J 73 543109061100 BANKS,RAYMOND ' 3 1/24 Updated for 1.19.24 ADI BY:MC Belgrade Quarry
34 543195021900 DUDLEY,FLOSSIE B 74 543710350800 E&J DEVELOPERS,LLC __.__.------------------------------- 2 11/23 Stream Relocation; Southern Pit BY:PNP
35 545367214500 UNITED STATES OF AMERICA CROATAN DISTRICT RANGER 75 543221766200 RIPLEY,BARRY KEITH AND RIPLEY,RYMA INGLETT 1 01/20 Reprinted Without Reclamation Layer On BY:PNP Jones and Onslow C o u n ties, N C
36 544102520300 JONES,GRACE A 76 543222736600 1 TAYLOR,KEVI N 0 01/20 Updating mapping; adding eastern parcels BY:PNP
B7 543191277600 MEADOWS,DANNY R TRUSTEE,MEADOWS REVOCABLE LIVING TRUST 77 543232055000 1 TAYLOR,KEVIN DATE REVISION BY QUARRY: Belgrade
38 543191316900 DAVIS,BENJAMIN A I I I DWN BY: DATE: Permit 6 7—01
39 543190778900 SCOTT,ELIZABETH MEADOWS �t Indicates a structure within 300' of excavation area 02020 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS FILE NAME: Bel rade.Mine.Map PNP NOV. 2023-------- SHEET NO. DING.ao 544100912700 WEI NERT,JAMES I RESERVED. UNAUTHORIZED DUPLICATION IS PROHIBITED. DESIGN FIRM: PNP 1��1=500' 1 No:
I I r \

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
It
r ,
r
� erg i
/ / ♦ r i t ' R 3+ j g �=��+ �. y a �" +" �'ire p� .? � °'
s
t
I
I I --- Yen
It
I II
FUTURE LAKE % ----------------I
I 1
Settlimg pond a� %
will be allowed t Roos HAUL �e -
I `gs000 to rev"etate °notwrally `\
J
F —i NTRANCE
1 1 r
1 1
I1 / Buildings to be removed
Access
1 At final reclamation, any remaining stockpiles
will be removed. The area will be graded as is
1 1 necessary to ensure good surface drainage. \
Area is to be scarified and revegetated
Office, road loop e d
EXISTING HAUL ROADS MAY REMAIN IN PLACE,AS gate gate t entrance
l be anc to remove r oin.
1 / ___——— DESIRED BY THE LANDOWNER.OTHERS MAY BE
i
1 / / /' REMOVED AND THE DISTURBED AREAS
1y/ /� I , PERMANENTLY SEEDEATIONDCOND/STAITIONS,IT N MINE
\� '
`—'---I .______-. ,\, PERMIT IN THE#6«CATION CONDITIONS WITHIN MINE
�Y / / L I 1 I \ Bottling pond
I \ 1 /\ \\/
\ �� �� will be allowed .,
I------- \ +` \ _++'r' to revegete �`\�•`
-'� naturally 'S `,
Aftw
\
XISTING BRIDGE /'-
F CROSSNG WHITE
At final reclamation, any remaining stockpiles
OAK RIVER
will be removed. The area will be graded is
, necessary to ensure good surface drainage.
\ �,� \ !°Ge Area is to be scarified and revegetated. >/''
A\ 4,
r
10
60
0>1
Y\ FUTURE LAKE
U, r FUTURE LAKE
IF r
` \ \
V
l/+ 'ice \� � \�\' i� \\ � i__'�\ ' � i.�„ s r� ?s3 L ��' �'y� ��'' J rt� r F✓a 's � ;�M� T.a�,p��i-� \
�\ ♦ y \\ Y \\ s; kM c fi,:r + cis._ v r r" ,i >4
—
LEGEND:
Permit Boundary
ROAos
Property Lines(Jones County) —••—••—••—••—••—
(Onslow County) ____________________
I
_ i
I
I
,( Topographic Contour
'� \\ Pit Limit
-y� Future Pit Limits
I
Buffer-Undisturbed -
Buffer-Unexcavated
Berm(existing)
Berm
(to be built based I Y
on overburden supply)
Body of Water /
Tailings/Sediment Ponds
1
1
Stockpiles j
1 1
1 1
Processing Area/Haul Roads
Wetlands 1�
1
Sediment Trap sr-B
Energy Dissipater/Outlet Protection ~ \ 1 II
1 �
Culvert
Diversion Ditch — >> >>
Natural Water Feature
Monitoring Well \`' I
t 1
I
Offsite Well &
I
Adjacent Parcel Map ID 45 l i -----J \
Cemeteries r-----------��
/ 1 Tom`
\�\ l � _y\` � I � j �`��y`-�----I----1---1__ I � i_ j- T-`-T-- 1� �-ram.'--•�'rt11 ; � -�' \
�`. ; 1 �� ► r-L-__� I ,_ TL-----� I I t -�---;,>_----�„-�--- 11 1111 1 �� --___ I
`l\ 1 , I N- �..�, ''-'., // \♦ ,, 1T------ I I 11 1 / \
SCALE 1 500'
------
lit
\`♦ 1 I \ \\N ♦♦♦``` ,,' � `\1` , j i— J,�--f I1 1111 11 1 `_J_
I`
0 250 500 1000 1500 2000
\ 1 ----------
\ 1 I I 1 I Iif
-------------
\ I �-4
�-
) 1 1 ,
Marten
1 �\
�- �I
----------- Marietta
\\ 11 I
1 ---_--I L---------—------------—- __—_------------��� , 9
BY:
----- I i i i a BY.
r----4
--� i 7 BY:
_ 5 BY: Reclamation Map
I I � ..+ �� BY:
-------
-+------------------------ ____ Belgrade Quarry
________________------------------------'---- 2 1/24 Updated for 1.19.24 AIDI BY:MC Jones and O n S l o W Counties I V C
I j
-`''\ 1 11/23 Stream relocation; sowthern pit BY:PNP f
I \
0 01/20 Updating mapping; adding eastern parcels BY:PNP
i \ DATE REVISION BY QUARRY: Belgrade
DWN BY: DATE: N .
PNP NOV. 2023 Permit 67-01
1 ©2020 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS FILE NAME: Belgrade. DWG.
I i � RESERVED. UNAUTHORIZED DUPLICATION IS PROHIBITED. CK. Y: SgPLE: NO:
I I r-------- DESIGN FIRM: PNP 1 =500 1

100'Unexcavated Buffer 100'Undisturbed Buffer
IN 0
10'Min. ' 8'max,standard siren th fabric with wire fence
,U -d 6'max.extra strength fabric without wire fence
Pitch crown to drain 20' 20' 20' Q
runoff to the °
nr�na ee O Steel
interior of the property past
10' a2:1 Berm 2.1, > Plastic s
Q a � ire ties
it 1 t
�I' llll f rYl=' A 1V �1� ��I ll '�l 7tlI�`71 $i 1]d' i ' Wire 1e-za"
30'max.Height Ft li ���� I II I �1Fa171LI, �9 € [EI ' �II-�1 fence
1 1 Pit I� 111L,xl ground
2 2
25'Buffer
Cross Section A - A' (N.T.S)
24" a1 �
-) I I- I I-III- I-III-III-I I (-III 1 I I I -I I -I 1-III-I I• sM
afalter
100'Unexcavated Buffer 100' 100'Undisturbed Unexcavated Buffer Buffer
Wire
fenc
-� Cross-Section
"T.J View
20 20 20 Q '� Filter
[Q O Steel fabric Backfill trench
Dninn ee p post hocompac gourd]
rn round
Pitch crown to drain Berm a
ri 10' a2:1 2:N Q � :. ,
all runoff to the - -- - I- - _ ';•.•In
interior of the property - "0'10' Typical l_ -1 -� = _- - 1- •;,r',•
Pit 17 i 24" 1':S;A'2•, min
Cross Section B - B' (N.T.S)
Undisturbed
To SILT FENCE DETAIL
White suffer ' Access Road 2 /i��/j/ �_ 2 Future 100'Unexcavated Buffer 50'Undisturbed Buffer (from NC Erosion and Sediment Control Planning and Design Manual)
Oak River \,\' \ \ '. - Pit not to scale
Erosion Cont 1 \,y o /A
_ _ _ _ _ _ _ Flit,
Woff-I 11=1 11=1 11=1 I I=- 04 11=11 I-1 11=1 11--111=11 G,-I(-='l I I 11=1 11=111=)11=11 11=1 11=1 11= -9
1-III,;,III,_„III,;,III,;,III,='III,;,III,;„III, ,III „III lII,,.III-III=III=11111jIII III-III=III=III=III=III-III II11 11►► 2a 20' 20' o
III_III,_IIII-,III,;,III-,III,-III-III_ o r�
70' Typical
10, a2:1 Berm 2:4. 0
Q A,
Cross Section C - C' (N.T.S)
CONSTRUCTION SEQUENCE
NOTES:
1. Slopes will be tracked during construction to aid 1. OBTAIN MINING PERMIT.
in the establishment of vegetative cover. TYPICAL BERM CROSS SECTION SEDIMENT TRAP SCHEDULE 2. CLEAR ONLY AS NECESSARY TO INSTALL THE PROPOSED EROSION
2. All exposed areas will be stabilized immediately not to scale APPROVER MEASURC`,
following construction. Sediment Drainage Sediment Sediment Trap Dimensions IWeir Dime-nsko-nl CONTROL MEASURES, FOR THE PROPOSED DISTURBANCES.
Trap No. Area(Ac.) Storage(Cu. Ft.) L(Ft.) W(Ft.) H(Ft.) (Ft.) 3. CALL [phone], WILMINGTON REGIONAL OFFICE, LAND
ST A 0.50 1800 42 21 4 4
ST B 0.25 900 30 15 4 4 QUALITY SECTION, FOR ON-SITE INSPECTION.
Notes: 4. THE FUTURE PIT AREA WILL BE CLEARED IN SMALL PARCELS,
1)Weir dimensions are minimum requirements from NCESCPDM(Table 6.60a) APPROXIMATELY 5 ACRES EACH. BEFORE CLEARING OF THE
AREAS BEGINS, PROVIDE DIVERSION DITCHLINES TO DIVERT
SEDIMENT TRAP SCHEDULE SURFACE DRAINAGE TO THE EXISTING PIT. IN AREAS WHERE THE
Sediment Drainage Disturbed Sediment Trap Dimensions RUNOFF WILL NOT NATURALLY DRAIN INTO THE PIT DIVERT ALL
Trap No. Area(Ac.) Area(Ac.) Volume Q,v Q L(Ft.) W(Ft.) D(Ft.) Weir Length Settling Efficiency ,
ST-1 1.03 1.03 3708 6.00 6,74 75 35 4 6 2616 RUNOFF TO THE RESPECTIVE SEDIMENT BASIN.
ST-2 1.44 1.44 5184 8.38 9.49 90 40 4 10 3659 5. MAINTAIN THE SEDIMENT BASINS, AS NEEDED AND CLEAN-OUT
ST-3 0,75 0.75 2700 4.37 4.94 65 30 4 6 1903 WHEN SEDIMENT VOLUME IS 2 FULL.
EXISTING ST CALCULATION BASED ON RATIONAL FORMULA, Q=CIA, C=0.6, 1=9.7"/HR
l0' l0' WEIR FORMULA:Q1o=CLH` C=3.0, h=1 6. ALL EXPOSED AREAS ARE TO BE SEEDED ACCORDING TO THE
CALCULATIONS BASED W L RATIONAL FORMULA: Q25=CIA, c=o.s, 1=10.98°/HR SEEDING SCHEDULE UPON THEIR COMPLETION. AFTER THE
Safety Bench Safety Bench SE FORMULA: C SETT
LING EFFICIENCIES ESFOR BASINS ARE BASED ON Q10*(0.01) IN SQUARE FEET
EXPOSED AREAS HAVE BEEN SATISFACTORILY SEEDED, THE
TEMPORARY EROSION CONTROL MEASURES MAY BE REMOVED.
Varies �?j PROPOSED WATER LEVEL �~
Varies
Water DIVERSION DITCH SCHEDULE
60' V-Ditch V-Ditch Size Length of Ditch Elevation Change Slope Lining
No. T(Ft.) X D(Ft.) (Ft.) (Ft.)
TD41 6 X 1 1238 5 0.4 Tall Fescue min
+t Top of Berm Carty Rip-Rap up Top
TD#2 6 X 1 1610 10 0.6 Tall Fescue sides of spillway width
TD#3 9 X 1.5 1512 3 0.2 Tall Fescue Freeboard
Top of Weir min.
TD#4 6 X 1 1 1265 2 0.2 Tall Fescue #s washed
TD#5 6 X 1 1258 4 0.3 Tall Fescue Flow ~ Stone 2 max
max. Sediment Storage Depth
TD#6 6 X 1 1151 7 0.6 Tall Fescue
(Total Basin Capacity) �1
Clean out basin
PROPOSED TYPICAL FLOODED PIT TD#7 6 X 1 457 4 0.9 Tall when this level is reached Sediment Depth
TD#8 6 X 1 1 732 2 0.3 Tall Fescue
CROSS-SECTION NOTE: Excavate 1.5 feet of the sediment trap below grade,and provide minimum storage depth of 2 feet
above grade.Provide porous baffles with a minimum of three rows between the inlet and outlet discharge t'-o"
Not to Scale 1) DIVERSION DITCH LOCATIONS SHALL BE FIELD ADJUSTED AS point.Temporary sediment traps less than 20 feet in length may use 2 baffles. MIN.
NECESSARY TO CONFORM TO ACTUAL TOPOGRAPHY.
Sediment
Baffles Basin
DEMON SETTLED 70P
,o
21'WN. EMERGENCY BY-PASS 1
OVERFILL d FOR a"s mow SETTLED TOP
SETT"MINT
I \
4'MIN.
fir-
'MAX FILL } FILTER FASIIC
Place material from excavation on I 1:1 ODE SLOPE MAIL
SEEDBED PREPARATION NOTES:
downhill I side of flow. Use additional NATURAL piWIA
�-
1) Install necessary erosion and sediment control measures before seeding,and complete fill to achieve specified height and width. 2'min. A r YIN.
grading according to the approved plan. STONE SECTION PERSPECTIVE VIEW
2) Lime and fertilizer needs should be determined by soil tests.When soil tests are not
available,follow the revegetation plan soil amendment requirements. 1 �h ?I TYPICAL SEDIMENT TRAP CROSS SECTION
�;. not to scale
3) Apply lime and fertilizer evenly and incorporate into the top 4-6 inches of soil by Fl_ o�w_
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
niax. 3:1
4 Roughening of the soil with tracked machine Seed and mulch diversion channel and dike
g g machinery is accomplished by operating the
machinery up and down the slope to leave horizontal depressions in the soil.Do not I
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 24'-0"Travel Surface
8'-0" IT-On CL 12'-0" 8'41
Ditch
grassed grassed
shoulder I Grade Point shoulder
I
Existing
ReVeaetation Plan Existing 1 -1/2 /Ft -1/4"/Ft -1/411/Ft
- /2"/Ft Grade
Grade �' 3-1 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"f'
3"bituminous concrete binder course,type"b"
.o rate
a plac
ed
coat Tack
Permanent Seeding Specifications Existing Grade
t t f 0.0
5 gal/sq/yd.
5
Q�5 8"abc(crushed stone paving)
Vegetated /� /I f-I I III , _l _ T�- Sub grade compacted to 95%AASHTO densit
Dates Species Rate, Lbs/Acre Water Laval of /// / / td Battpfry6f t�c)z'/ F / l g p
Jd
_�_ .� / / =111- I -Ij 1=1 I 1=111-I I 1=1 I I See ditch schedule for depth and width of ditch
February 15-April 1 Kobe Lespedeza 10 =t= i t-r %(I=F11=1 I I-1 I I-1 I I-1 I I-I I I-I 11=1 I I-I I m I 1=1 11=1 I IEI 1I-
Bahia rass 50 =1TI=III-I I I=I I I-1 I MI 11=I I I-111=I I I=I I I I I 1=I I M I 1=111=1 I lE I I I=I I I_
g r11=1 11=115115111=1 11=1 I MI 11=1 I M I 1=1 11=1 11=1 I MI 11=1 11=1 11=1 11=1 11- '
Redtop 1 ,I-1 11=111=1 11-I 11-111=1IMI 111=1 11=1I11=1 I MI 11=1 I M I 1=1 11=III=1I111�,1 I�-I ASPHALT ROADWAY WITH DITCH
Winter rye (grain) 15 t1 III-1 I I-1 I I=1 I I-_I 11-1 I I-1 11-1 11-1 I I-1 11=1 I I-1 I I-1 I I-1 I1=1 I I-111- not to Scale
III _III-III-I"-
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
Soil Amendments , (if required)
6"freeboard =1 I I-�
=1 I I=1 11=1 I I= T =1 I I=1 I f I r- 8'-0" 12'-01' CL 12'-0" 8'-0"
-I I I_I I -III- 3 I I-III DITCH
Lime- 2000 Lbs/acre or follow recommendations from a soil test. '' Dept 1 _ I' grassed grassed_ ok -111- I Grade Point
shoulder shoulder CL
' I -III= • �=1 I I-
Fertilizer- 1000 Lbs/acre 8-8-8 or 10-10-10, orfollow recommendations from a -11 MI151I - Bottom Width--� _-I I1=11
S011 test. I I;,1111 III=I"_ -_- I=1 I -I' Seed and mulch diversion channel „ Existing
I-1 I 1 1 I I I I I-III and dike immediate] after Existing -1/2"/ 1' -1/4 / -1/4 / 1
-_-__ _=1/2_/ it Grade
I-- y 3:1 I------------._._---L_---__--______---------- --
Mulch- All seeded areas shall be mulched using small grain straw at a rate seediconstnt mix choose appropriate Grade
Top Bottom seeding mixture from the seeding
of 2000 Lbs/acre and anchored appropriately. Ditch Width Width Depth Lining schedule.
G1 18, 2' 4' Tall Fescue Subgrade compacted to 95%AASHTO density NOTE:crushed stone paving shall
Whenever possible, disturbed areas should be vegetated with native warm season G2 24' 4' 5' Tall Fescue be maintained by owner as required
grasses such as switch grass, Indian grass, bluestem and gamma grass. 81"min.crushed stone paving
In addition, the permittee shall consult with a professional wildlife biologist with the N.C. PERMANENT DIVERSION DITCH (Gl & G2) 24'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 Type Culvert Length Width Depth S Slope 1. NCDOT#5 stone is preferred. Pad to be 50 ft.L x
Boulders No. (in.) of Pipes No. (ft) (ft) (in) (class) 20 ft.W x 6 in.thick(min.).
s'L x NW x 3'D 1 24 1 CMP 1 12 8 24 B 1/o a ���5 2. Turning radius sufficient to accommodate large
fi' ffitrucks.
3. Must be maintained in a condition which will
/Highwall prevent tracking or direct flow of mud onto streets.
f� Periodic top dressing may be necessary.
\�- �\ 4. This construction entrance will be installed at all
Pipe Outlet to Flat Area- Pipe Outlet to Well-Defined
Option](Boulder Barricade)not to scale No Well-Defined Channel Channel entrance and exit points to the site. At this time the
only entrance and exit shown on the site plan will be
-3'Min.
J paved as part of the initial project.
-,! 1
,I Pitch crown to drain
runfthe the 15 ft. R.
interior of the property
A A'
J, 4'Typical ,� Property Line
6"min. stone bed
z z tso feet 3 dodoW A
A Stone Size :NCDOT#5 CONSTRUCTION ENTRANCE
Option z(Berm) or#57 washed stone not to scale
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
I I --Ti I L t; L 11 BY:
s'6" I II I 4 10 BY: Marietta
uI 0 I 9 BY:
10" � 6 BY:
BY:
Option 3(Chain Link Fence) d } • `•f`"'.� .-, - - _ _ - •-- -. 1
not to scale _ - - - _ - T _ D 6 BY: D e t a i I s Sheet
lTf T = -ill I--III-1I HIGHWALL BARRIERS I- -1� � � � 5 1/24 Updated for 1.19.24 ADI BY:MC
� - - - - - ll7
Filter Blanket 4 01/20 Moved Sections from Mine Map BY:PNP
3 11/12 Updated E&SC BY:NMW B e l g r a d e 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 O n s l o w Counties, NC
o BY: QUARRY: Belgrade
DATE REVISION BY DWN BY: I DATE: J
02020 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS FILE NAME: Belgrade.Mine.Map PP JAN. 2020 PermitG 67-01
RESERVED. UNAUTHORIZED DUPLICATION IS PROHIBITED. CK. Y: SCALE: NO:
DESIGN FIRM: P I�P N TS