20230721_Mine_Maps

Map# Parcel# Owner Mailing Address
1 3233-80-1805-0000 BATE LAND&TIMBER LLC PO BOX 1969,SHALLOTTE,NC 28459
2 3253-04-4247-0000 NC COASTAL LAND TRUST 131 RACINE DRIVE,STE 10,WILMINGTON,NC 28403 I I
\
3 R00600-001-002-00B OCCIDENTAL CHEMICALS CORP PO BOX 27570 HOUSTON,TX 77227 I I
4 R00600-001-007-000 CASTLE HAYNE DEVELOPMENT INC 5700 LAKE WRIGHT DR SUITE 300,NORFOLK,VA 23502
5 R00600-001-008-000 CASTLE HAYNE DEVELOPMENT INC 5700 LAKE WRIGHT DR SUITE 300,NORFOLK,VA 23502
6 R00600-001-003-000 CEMEX INC PO BOX 2883,WEST PALM BEACH,FL33402 I I \ _ ___ ——
8 3253-75-9130-0000 USA GLOBAL RESOURCES LLC P.O.BOX 3313,FORT LEE,NJ 07024 I I
9 3263-13-6028-0000 USA GLOBAL RESOURCES LLC P.O.BOX 3313,FORT LEE,NJ 07024
10 3262-28-7936-0000 USA GLOBAL RESOURCES LLC P.O.BOX 3313,FORT LEE,NJ 07024
11 3262-08-9977-0000 DAVID L.STEPP 134 HUNTERS CT,ROCKY POINT,NC 28457
12 3262-08-8962-0000 ALLAN ANTES 136 HUNTER COURT,ROCKY POINT,NC 28457
13 3262-08-7911-0000 MICHAELA.JONES 778 CASTLE BAY DR,HAMPSTEAD,NC 28443 I
14 3262-08-5887-0000 MICHAELA.JONES 778 CASTLE BAY DR,HAMPSTEAD,NC 28443
15 3262-08-4881-0000 THOMAS ALAN BRABENEC 108 GREENWOOD CT,FOREST CITY,NC 28043 I /
16 3262-08-4703-0000 THOMAS ALAN BRABENEC 108 GREENWOOD CT,FOREST CITY,NC 28043 I /
204 CIRCLE DR,HAMPSTEAD,
18 3252-87-51 I N 54-0000 C3P NRLLCGH DSDNURSERYLLC 100CA OLINAPLANTATIONSBLVD,JJACKSONVILLE, NC28546
19 3252-86-0973-0000 HIGH GROUNDS DNURSERY LLC 204 CIRCLE DR,HAMPSTEAD,NC 28443 \ /
20 3262-26-5005-0000 MH ISLAND LLC ETAL 6626-C GORDON ROAD,WILMINGTON,NC 28411
21 R01200-002-004-000 SIDBURY LAND&TIMBER LLC P.O.BOX 3649,WILMINGTON,NC 28406
22 R00700-001-001-000 POOCH ENTERPRISES LLC 109 VISTA LN,HAMPSTEAD,NC 28443 -
23 R00700-001-002-000 J&Z RENTAL COMPANY LLC 104 FIELDCREST DR,HAMPSTEAD,NC 28443 /
24 R00700-001-003-000 PUCELLA INVESTMENTS LLC 6804 HOLLY SHELTER RD,CASTLE HAYNE,NC 28429
25 R00700-001-004-000 PUCELLA INVESTMENTS LLC 6804 HOLLY SHELTER RD,CASTLE HAYNE,NC 28429 /
26 R01200-002-001-002 NC STATE OF 3800 CASTLE HAYNE RD,CASTLE HAYNE,NC 28429 /
27 R01200-002-010-000 SIDBURY LAND&TIMBER LLC P.O.BOX 3649,WILMINGTON,NC 28406
28 R01200-002-001-000 SIDBURY LAND&TIMBER LLC P.O.BOX 3649,WILMINGTON,NC 28406 /
SHEETS
29 R01200-002-008-000 SIDBURY LAND&TIMBER LLC P.O.BOX 3649,WILMINGTON,NC 28406 \ I
30 R01200-002-001-003 CAROLINA POWER&LIGHT COMPANY 550TRYON ST S,ST-25 CHARLOTTE,NC 28202
31 R01200-002-005-000 SOUTHERN EQUIPMENT COMPANY INC 3015 WINDWARD PLZ SUITE 300,ALPHARETTA,GA 30005 /' \ R RNER 8 \ /
32 R01200-002-006-000 FISHER HOLDINGS LLC ETAL 1608 MARKET ST,WILMINGTON,NC 28401 < \ 7
33 R01200-002-001-001 FSC II LLC 701 CORPORATE CENTER DR,SUITE 101,RALEIGH,NC 27607 \\ \ NOR�NEP
34 R01200-002-002-000 ELEMENTIS CHROMIUM ACQUISITION 5408 HOLLY SHELTER RD,CASTLE HAYNE,NC 28429 \ \ - I
a SHEET 7
35 R01100-008-011-005 CAMERON COMPANYTIMBER LLC P.O.BOX 3649,WILMINGTON,NC 28406
36 R01100-008-025-000 TWOTEN INVESTORS INC P.O.BOX 1108,CLINTON,NC28329
37 R01100-008-024-000 OLDCASTLE APG SOUTH INC 333 GREENE ST N SUITE 500,GREENSBORO,NC 27401 \\ \\ \\
38 R0 1100-008-0 11-000 MARTIN MARIETTA AGGREGATES PO BOX 8040 FORT WAYNE,IN 46898
39 R01100-008-011-005 CAMERON COMPANYTIMBER LLC P.O.BOX 3649,WILMINGTON,NC 28406
40 R01100-008-036-000 INHABIT LLC 737 ARBORETUM DR,WILMINGTON,NC 28405 \ 40 I
41 R01100-008-015-000 BROWN FOX LLC 122 EDGEHILL RD,WILMINGTON,NC 28403 / \ �00 / \
42 R01100-007-005-000 KAREN ROUSE P.O.BOX 597,CASTLE HAYNE,NC 28429 SHEET 3 \\ I I�' I
43 R01100-007-006-000 BRUCE R.ROUSE P.O.BOX 597,CASTLE HAYNE,NC 28429 10000
♦44 R01100-007-002-000 SHOULDER BRANCH OF THE MISSIONARY BAPTIST P.O.BOX 111 CASTLE HAYNE,N -C 28429 / - 1�=
45 R01100-007-004-000 SMITH DEAMES HEIRS ETAL 540982NDSTAPTB203,LAKEWOOD,WA98499 --
46 R01115-001-014-000 NEWMAN PAGE INVESTMENTS LLC 5704 NIXON LN,CASTLE HAYNE,NC 28429 �-
47 R01115-001-011-001 ROOSEVELT NIXON 1415LINDEN BLVD APT IH,BROOKLYN,NY11212
48 R01111-001-001-000 SIDBERRYWILLIEJETAL 5811NIXON LN,CASTLE HAYNE,NC28429 NORTHEAST CAPE FEAR RIVER \ ILA0' 9
49 R01100-008-011-000 MARTIN MARIETTA AGGREGATES PO BOX 8040 FORT WAYNE,IN 46898 /
50 R00500-003-002-000 OCCIDENTAL CHEMICALS CORP PO BOX 27570 HOUSTON,TX 77227 6
51 R01200-001-002-001 IDR LLC 639 OLD US 52,MOUNT AIRY,NC 27030 J 2 I I ♦ ���///
52 R01200-001-004-000 RILEY A.SHAW P.O.BOX 1109,CLINTON,NC 28329 __ —�� 1 �♦
53 R01200-001-005-000 RILEY A.SHAW P.O.BOX 1108,CLINTON,NC28329 I 1— ♦, I
54 R01200-001-002-002 I RILEY A.SHAW P.O.BOX 1108,CLINTON,NC28329
55 R01200-001-002-000 I IDR LLC 1639 OLD US 52,MOUNT AIRY,NC 27030 I 4 1 I
1 5
5 1 I
r ' SHEET 1 , SHEET 6
00
40
00 SD-
/1
to
I 40 ,,,. �. PIT N 13\ 10
\ y
I / / _ '� ST-H(3A 017
. 68 cre et d
27 A ter \ 1
I / / 40, .. � I acC 21 et d 02
I I / FLOODED PIT 1 Stockpile
'road Unloading Areaso•�"� +S 1 , �0a
Area s J�deco ♦ ♦` //
I I / ♦, c aim 1 ,, " Zoo'00 �,
♦��' 25 24 23 22,,E
` \i .T- 15 tockpile sT-a(� a -�
' e
Proviously Existing Plant III- &.
II I Has Been Removed 1 Area t 4 e '' 1 8
I I 1 1 OFFICE , - Entran e 19
e�VtO 00'' ExIsti
'.ST-. ' J�dteWcb°d-.- Entrance
lo to to
to
II 50 /J OFFIo CE; a) \X ` ; 1 �ROPO
soil so
51
1 4100
SHEET 2 e° ` 52
goo° 1054
-' t
41111*� , / -o
I = 1 ♦ ♦ 1 1 \ �as
♦ to40 — t t t
28
38 1 38 %- t
YARTN YARETp RAR'SPUR q� 35 I 32
Oran
LLL111 t
I i 40 FLOODED PIT
I 1 (NOT INCLUDED IN
I "m_ EXCAVATION AREA)
4s w e� ����'♦ �►�' t PROPO 1 33 30
LEGEND: r �� `� *r ~ 37 NoJ� ��� 34 11
�♦ ♦ �►
Permit Boundary /38 44 1 1 . am �e 39
y
Property Lines(New Hanover Cty) —••—••—••—••— 48i
(PenderCounty) '_______________ ���45
Topographic Contour 38
47 46 `
Floodplain Boundary(100 year) 40 ——�—
41 — 1
Pit Limit
Future Pit Limits i I
i 1
Buffer-Undisturbed II 11 ' SCALE 1 1 000'
Buffer-Unexcavated I 1 11 �'
ACREAGE TO BE
Buffer-Sivicultural / CATEGORY AFFECTED OVER 0 500 1 000 2000 3000 4000
(No Mining Activity Allowed) ® �' LIFE OF MINE
Berm(existing) __—__ _ __ _-_� Tailings / Sediment Ponds 54
Berm 1 -- -- Stockpiles 90 11
(to be built based 1 `
on overburden supply) 0
\ Wastepiles (Berms) �
Body of Water 7J 1 106 \\ Martin
Tailings N� Processing Area / Haul Roads
s/Sediment Ponds
g �tN Mine Excavation�' 714 t1 BY: Marietta
Stockpiles � 10 BY:
Unexcavated Buffer 33 9 BY:
Processing Area/Haul Roads
TOTAL AREA TO BE DISTURBED 997 8 BY:
Wetlands � t ---__ ----- . 7 BY:
1 __ TOTAL PERMITTED ACREAGE 2299 6 BY:
Wetlands-Isolated MINE MAP — ENTIRE SIT E
I ----- -- -- �'/Sediment Trap ST-s Notes: 5 BY:
0 __—__ 1. Silviculture activities will be conducted in accordance with all local, state, and 4 BY:
// federal regulations. These buffers will not be used for mining activity unless Castle H a yn e Quarry
Culvert 1 approved by a subsequent mine permit modification. 3 BY:
2.I I Topographic contours and parcel lines from NC OneMop Downloaded June 14, 2 BY:
Diversion Ditch I 2023. Variations in county/parcel lines exist between New Hanover County and 1 BY: New Hanover C o u n t y N C
Pender County data sets.
Natural Water Feature _ 3. No wetlands to be disturbed without proper permits from the US Army Corps of 0 BY:
Engineers, NC DEQ Division of Water Resources, and modification of the mine QUARRY: Castle H a yn e
Offsite Well • I I I I I 1 permit. DATE REVISION BY
DWN BY: DATE: JOB. N0.
Adjacent Parcel Map ID u — I ` ©2023 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS PNP JULY 2023 Permit 65-01
FILE NAME: Castle.Hayne.Mine.Map SHEET NO. DWG.
=
l ' RESERVED. UNAUTHORIZED DUPLICATION IS PROHIBITED. cl<. BY: SCr� NO:
DESIGN FIRM: 1 1000

�
/ I /
� o
/
/
/
O
\ / 1
\ 1
1 �
� I
1
1 . I
1
� 1
� . 1
1
♦♦ .1 1
♦♦ 1 1
♦♦ 1
FLOODED PIT LEGEND:
Permit Boundary
/ 1
Property Lines Prl County)anover Cry)
OF ( ende
Topographic Contour
Floodplain Boundary(100 year)
Pit Limit
Future Pit Limits
Buffer-Undisturbed —
Buffer-Unexcavated —
Buffer-Sivicultural
(No Mining Activity Allowed)
Berm(existing)
�1
- — Berm
(to be built based
— on overburden supply)
- — Body of Water
- Tailings/Sediment Ponds
- 1 _
Stockpiles
= Processing Area/Haul Roads
_ Wetlands a�
- K _ Wetlands-Isolated
Sediment Trap ST-B Q
= Culvert
- Diversion Ditch >>
Natural Water Feature
Offsite Well
Adjacent Parcel Map ID 45
i
Notes:
1. Sivilculture activities will be conducted in accordance with all local, state, and
IJ ML federal regulations. These buffers will not be used for mining activity unless
approved by a subsequent mine permit modification.
I I 2. Topographic contours and parcel lines from NC OneMap Downloaded June 14,
2023. Variations in county/parcel lines exist between New Hanover County and
Pender County data sets.
3. No wetlands to be disturbed without proper permits from the US Army Corps of
p Engineers, NC DEQ Division of Water Resources, and modification of the mine
permit.
SCALE : 1 " = 200'
1\ 0 100 200 400 600 800
I �
Martin
BY:
10 BY: Marietta
/ 9 BY:
8 BY:
/ 6 BY: MINE MAP — SHEET 1
5 BY:
4 BY:
3 BY: Castle Ha ne Quarry
BY: New Hanover County, NC
0 BY:
DATE REVISION BY QUARRY: Castle Hayne
DWN BY: DATE: JOB. NO. Permit 6 5—01
PNP JULY 2023
©2023 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS FILE NAME: Castle.Hayne.Mine.Map SHEET NO. DWG.
RESERVED. UNAUTHORIZED DUPLICATIO IS PROHIBITED. CK. BY: Sq� !-E: NO:
DESIGN FIRM: 1 =200

CD
\ J\
1 1
•
10
10
At
• 1100
*0 000
— u
O v,�� ♦� � �� �i
41
700011
er
rn
� //llllll U f f II�� � f � "' � !►
lllilllllllll r lot
� ♦ � •
' _ �. MARTIN MARIETTA OWNED R � �
\ ' ' AIL SPUR +++ I- �-- ,\SO
LEGEND:
P I --� / I Permit Boundary
Property Lines(New Hanover Cry) ------------
FLOODED —
(Pender County)
EDNCLUD
Topographic Contour
(N 0T Floodplain Boundary(100 year)
N AREA) Pit Limit
AUATI 0
�mill I I 112 11 � ��� Future Pit Limits
% Buffer-Undisturbed
*vA
- _— I 0 Buffer-Unexcavated —
O , ,
/ / ♦ ��� VA
(o M-ingicultu ity )� No Mining Activity Allowed
Berm(existing)
y.
Y0 ♦ —— Berm
�� r♦, (to be built based
on overburden supply)
Body of Water
%Its Tailings/Sediment Ponds \
/ A / Stockpiles
20 Processing Area/Haul Roads
Wetlands
20 ,,,, Wetlands-Isolated
Sediment Trap sT-B Q
Culvert
/
1
Diversion Ditch >>
Naturaler Feature
Off site Well
� 1
Adjacent Parcel Map ID u
1
Notes:
1. Sivilculture activities will be conducted in accordance with all local, state, and
federal regulations. These buffers will not be used for mining activity unless
approved by a subsequent mine permit modification.
2. Topographic contours and parcel lines from NC OneMap Downloaded June 14,
2023. Variations in county/parcel lines exist between New Hanover County and
Pender County data sets.
3. 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 SCALE 1 " = 200'
0 100 200 400 600 800
O
0
I �
t
Martin
BY:10 BY: Marietta
I
I /
/ / 0 9 BY:
,
8 BY:
/ 6 BY: MINE MAP — SHEET 2
I � � 5 BY:
4 BY:
1 / O 3 BY: Castle Hayne Quarry
2 BY: New Hanover County, NC
/ ° BY: QUARRY: Castle Hayne
DATE REVISION BY DWN BY: DATE: JOB. N0.
' PNP JULY 2023 Permit 65-01
30 ©2023 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS FILE NAME: Castle.Hayne.Mine.Map SHEET NO. DWG.
-------- RESERVED. UNAUTHORIZED DUPLICATION IS PROHIBITED. CK. BY: Sq/ !-E: No:
�� DESIGN FIRM: 1 =200 2

i
i
i
LEGEND:
i
Permit Boundary
Property Lines(New Hanover Cry) —••—••—••—••— \
(PenderCounty) —�---------- \
Topographic Contour \
Floodplain Boundary(100 year)
Pit Limit
Future Pit Limits
i
Buffer-Undisturbed
Buffer-Unexcavated \ \
Buffer-Sivicultural \\\\
------ --------
(No Mining Activity Allowed)
Berm(existing)
Berm
(to be built based
on overburden supply)
Body of Water
Tailings/Sediment Ponds N R � \� � RREAR CAPE Stock Iles �� R THF
Processing Area/Haul Roads
Wetlands
Wetlands-Isolated
Sediment Trap ST-a 0 i C:> O
Culvert
_ \Diversion Ditch »
Natural Water Feature
I �\
Offsite Well '
Adjacent Parcel Map ID u
Cl
r
r .
� f
I 20 20
O � '
f v
��;.� 111111� 1111111111 its
111111 \ r
111111 ♦ -�� � -���
111111111/I1111��� I F �fNrainage
�= - --
- K(38 "'0
��
-�
Ar 8 acr s \ Dralnaq
i � ♦ '�
�\ U.
�iNotes:
1. Sivilculture activities will be conducted in accordance with all local, state, and
ralnag0 ` federal regulations. These buffers will not be used for mining activity unless
a: 1,g acres approved by a subsequent mine permit modification.
Q , 2. Topographic contours and parcel lines from NC OneMap Downloaded June 14,
1�3 �\ �, e (_ V� 2023. Variations in county/parcel lines exist between New Hanover County and
Pender County data sets.
3. 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
Head \ \ \ permit.
Q , ,\ Drainage SCALE 1
S �� \ld t a 1 I s s n 'e� ea 1.0 ocres 200'
_"
% - - - (- A !
. cre Wetl n d
0, � 6 8 i 0 100 200 400 600 800
ac an 0 .
n ter
rainage - - - - - \ . A c O I"
_ _ _ _ _ a All ed
2 ac E.s \ I , o y _ Martin
Q' �lnh�g - - - - - - - - - ° \\\ A t I 11 BY:
. . A C C n BY: Marietta
/ Drain( - 02 \
9 BY:
650 \ _ � ��� x 2 -- 8 BY:
Buffer ; - - - u� x
♦ Y „ - - - - - �x '\ \ 6 BY: MINE MAP — SHEET 3
r 5 BY:
Droinage \ 4 BY:
NC ea: 1.7 acres \ 3 BY: Castle H a yn e Quarry
\ \ 2 BY: New Hanover Count NC
1 BY. y,
ailr ad n oadin G \ o BY:
DATE REVISION BY QUARRY: Castle H a yn e
DWN BY: DATE: JOB. N0. Permit 6 5—01
� 2023 BY ARTIN MA ETTA MAT IALS, INC. ALL RIGHTS FILE NAME. Castle.l-la ne.Mine.Mar1
PNP JULY 2023
R ERVED. AUTHORIZ DUPLICAT N IS PRO ITED. y CK. BY: Sq� !_E: SHEET NO. NOWG.
.� DESIGN FIRM: 1 =200 3

♦♦ C��� A \\V A - \ WO
-
♦♦ M0
xlstl g
v ` S rvice
♦ _ Drainage . . .♦ _Are-: 3 acres x ` \\
.♦♦♦ FT
. . _ . . . . . . . . . MA. . -F MCI
- B 12 . . . _ _
♦ ' / Drainage .. . -- - - - C - - -
Area: 0. acr s - 7 ■ / \ \ -�-i��
♦ - - - - . .. . . . . . . .
Draino
- Area: 4.9 \ __
�-
� = - - - \ - \ ---{-
. _ . . . . . .
mom
Dr _
Ar 1.4 "acres -
• \ \
acres i � \ � -
Q \ \ \ \ -
Drainage`
A a: 0.9 acr B( ) \ \ \ \ -
' a e � -
00010
D r n g \ \
L/ -
ea: 0. acres9)
g
acres \ S _ A(
�
\ \ rain\4(-
\ �re — H(6
rea: 0.5
D
\ \ \ �
\ D inage \ \ -
\ \ 1rea: 5 acres \ /
0 \ Droi
0na 5 ge e I A,(4)
LEGEND:
- \ \ Permit Boundary
00 Property Lines(New Hanover Cty)
00 (Pender County)
Topographic Contour Notes:
- , 1. Sivilculture activities will be conducted in accordance with all local, state, and
Floodplain Boundary(100 year) federal regulations. These buffers will not be used for mining activity unless
approved by a subsequent mine permit modification.
Pit Limit 2. Topographic contours and parcel lines from NC OneMap Downloaded June 14,
\ \ 2023. Variations in county/parcel lines exist between New Hanover County and
Future Pit Limits Pender County data sets.
- *now 3. En 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
= , \/ \ Buffer-Undisturbed permit.
Buffer-Unexcavated SCALE 1 = 200 e
Buffer-Sivicultural
(No Mining Activity Allowed) A\\
Berm(existing) �
0 100 200 400 600 800
= �� Berm
(to be built based 0
60 on overburden supply)-
- Body of Water
0 : ,,,, Tailings/Sediment Ponds
60
,, Stockpiles Martin
= 11 BY:
, ,,
,, Processing Area/Haul Roads 1 O BY:
- Marietta
- ,,,, Wetlands 9 BY:
8 BY:
00
Wetlands-Isolated
sediment Trap 6 BY: MINE MAP — SHEET 4
Culvert 5 BY:
Diversion Ditch » 3 BY: Castle Ha ne Quarry
Natural Water Feature — 2 BY: New Hanover County NC
Offsite Well 0 1 BY:
Adjacent Parcel Map ID u D BY:
DATE REVISION BY QUARRY: Castle H a yn e
DWN BY: DATE: JOB. NO. P e r m i t 6 5—01
PNP JULY 2023
©2023 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS FILE NAME: Castle.Hayne.Mine.Map SHEET NO. DWG.
RESERVED. UNAUTHORIZED DUPLICATION IS PROHIBITED. CK. BY: Sq� !_E: , NO:
DESIGN FIRM: 1 =200 4

LEGEND:
Permit Boundary
Property Lines(New Hanover Cty)
(Pender County)
Topographic Contour
Floodplain Boundary(100 year) 4
Pit Limit
Future Pit Limits
Buffer-Undisturbed
Buffer-Unexcavated
R • W,,Buffer-Sivicultural \ ,,',,,
Mining
(No Activity Allowed) \ ��
Berm(existing) �� All
Be
( rm
to be built based
���111111♦A1 �_
on overburden supply)
Bodyof Water its
Tailings/Sediment Ponds
Stockpiles
Processing Area/Haul Roads
Wetlands
Wetlands-Isolated /
/
Sediment Trap s'r-tt Q
Culvert 4.�
Diversion Ditch » \ ��
Natural Water Feature
Offsite Well \ ,
Adjacent Parcel Map ID 45
t \ 10
Notes:
1. Sivilculture activities will be conducted in accordance with all local, state, and
\ \ federal regulations. These buffers will not be used for mining activity unless
approved by a subsequent mine permit modification.
j \ 2. Topographic contours and parcel lines from NC OneMap Downloaded June 14,
\ 2023. Variations in county/parcel lines exist between New Hanover County and
\ , \ Pender County data sets.
11 3. 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. —
\ J \ \ SCALE 1 — 200'
0 100 200 400 600 800
`-��� �► Martin
BY:10 BY: Marietta
1 I
1 � \
9 BY:
I \ 8 BY:
6 BY: MINE MAP — SHEET 5
5 BY:
4 BY:
\� 3 BY: Castle Hayne Quarry
\ 2 BY: New Hanover County, NC
1 BY:
0 BY:
DATE REVISION BY QUARRY: Castle H a yn e DWN BY: DATE: '0'- '0-
Permit 6 5—
01
2023 BY MARTIN MARIETTA MATERIALS, IN AL R� HTS FILE NAME: Castle.l-la ne.Mine.Mar1
PNP JULY 2023
R VIED. UNAUTHORIZED DUPLICATION IS 01 ED�\ y ~ CK. BY: Sq� !-E: SHEET N0. NOG.
DESIGN FIRM: 1 =200 5

♦ . PIM
O �
1sJ - - - - - - - .
< . . . . . . . . . . . . .
r
w4��
d �
00��W'�EINENI.0
01
Ali
-
,-
pop
,-
Ill� l,
00010
En tran to II
Existi g �I
LEGEND: Service
E n t r a n c e
Permit Boundary
U , I
Property Lines(New Hanover Cry)
(Pender County)
Topographic Contour Notes:
n 1. Sivilculture activities will be conducted in accordance with all local, state, and
�/i Floodplain Boundary(100 year) / federal regulations. These buffers will not be used for mining activity unless
J approved by a subsequent mine permit modification.
Pit Limit V� 2. Topographic contours and parcel lines from NC OneMap Downloaded June 14,
-� 2023. Variations in county/parcel lines exist between New Hanover County and
Future Pit Limits Pender County data sets.
�� 3. 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
01110 y
Buffer-Undisturbed permit.
'.00Buffer-Unexcavated SCALE 1 = 200'
Buffer-Sivicultural
(No Mining Activity Allowed)
0 100 200 400 600 800
� t Berm(existing)
�1 �DFZ
Berm -�
(to be built based
on overburden supply)
J�
Body of Water t
/� ✓
l , ✓ Tailings/Sediment Ponds Martin
Stockpiles 11 BY:Processing Area/Haul Roads 10 BY: Marietto
Wetlands 9 BY:
$ BY:
Wetlands-Isolated 7 BY:
Sediment Trap ST-B o 6 BY: MINE MAP — SHEET 6
Culvert 5 BY:
4 BY:
Diversion Ditch >> 3 BY: Castle H a yn e Quarry
Natural Water Feature _ 2 BY New Hanover County, NC
OfPsite Well
Adjacent Parcel Map ID 45 Q
0 BY: QUARRY: Castle H a yn e
DATE REVISION BY DWN BY: DATE: JOB. NO.
PNP JULY 20231Permit 65-01
©2023 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS FILE NAME: Castle.Hayne.Mine.MapSHEET N0. —TN
WG.
RESERVED. UNAUTHORIZED DUPLICATION IS PROHIBITED. CK. BY: Sq� !-E: , N0:
DESIGN FIRM: 1 =200 6

LEGEND:
Permit Boundary
Property Lines(New Hanover Cry) -------------
________________
(Pender County)
Topographic Contour
Floodplain Boundary(100 year)
Pit Limit
Future Pit Limits
Buffer-Undisturbed —
Buffer-Unexcavated
Buffer-Sivicultural
(No Mining Activity Allowed)
Berm(existing)
Berm
(to be built based
on overburden supply)
Body of Water
Tailings/Sediment Ponds
Stockpiles
Processing Area/Haul Roads
Wetlands
Wetlands-Isolated
Sediment Trap ST-B
Culvert
Diversion Ditch >>
Natural Water Feature —
Offsite Well
Adjacent Parcel Map ID u
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Notes:
\ N / 1. Sivilculture activities will be conducted in accordance with all local, state, and
federal regulations. These buffers will not be used for mining activity unless
approved by a subsequent mine permit modification.
2. Topographic contours and parcel lines from NC OneMop Downloaded June 14,
2023. Variations in county/parcel lines exist between New Hanover County and
Pender County data sets.
/ 3. 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.
SCALE : 1 " = 200'
1 v 0 100 200 400 600 800
�' --- - Martin
11 BY:
10 BY: Marietta
\ \ II \\ 9 BY:
g BY:
7 BY:
S BY: MINE MAP — SHEET 7
--
3 BY: Castle Hayne Quarry
� \ —' 2 BY:
/ 10 1 BY: New Hanover County, NC
0 DATE REVISION BY. BY QUARRY: Castle H a n e
DWN BY: DATE: JOB. NO.
©2023 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS FILE NAME: Castle.Hayne.Mine.Map PNP JULY 2023 H N PermitTN
65-01
RESERVED. UNAUTHORIZED DUPLICATION IS PROHIBITED. cl<. BY: sc��l E:
DESIGN FIRM: 1 —200 7

/
-- ———————————
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i
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< so logo
0040
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7-4 100 10*0 0 00 M0
00
100
7%
I I � / l� ♦ 1 1 � /
141100♦♦ 1
II I /' // ♦ ♦ 1I ,,���REM,OVE PUNT AND
, , �nT II _
GRADE LAND s O♦ ASSURE A�
DUA FLOODED PIT /
1 / /
FLOODED PIT
RECLAMATION 1� I I �100REM '/ ,PLANT
I I 1 tt SCALE ENTRANCE.GATE,
D AN 1' ANo,AN TOI I .0GRADE
I I I 1 1 FORMS
70 1 - REMAIN I ; ' '�'
ASSURE I - I toDODD
SURFACE to 00
DRAINAGE 100 too
100
00 to
I I I 1 ENTRANCE. I ��too
GATE,
1 OFFICE.ua ,
l�
PARKING
1I ♦♦ /
AREA TO° 1 to
REMAIN
1 110
I I I meFROM THE ''E REMOVED i to
I I I FORMER SHO' 1 '
AREA AND %♦
DISFrPR CF
DISPOS'1 AT VMWMENT
-
11 1 :1 -A\
� 1♦ , Cam,
I 1 10. \ \ /
1 1110
go*4 00 ♦ /
' I 1
Psoftoq#
♦
{ FLOODED PIT
LEGEND: '� '► �'1'.� OW
��OP�,�'�••••�''r,�,�'
Permit Boundary
U `
Property Lines(New Hanover Cty)
(Pender County) ——————————————
Topographic Contour
Floodplain Boundary(100 year) ....
I
—— I
I , �
Pit Limit
I
Future Pit Limits i I
i I
Buffer-Undisturbed 1I 11 ' t SCALE 1 1 000'
Buffer-Unexcavated I t� \\
Buffer-Sivicultural / \
0 500 1 000 2000 3000 4000
(No Mining Activity Allowed)
Berm(existing) _____ _
Berm -- -- t
(to be built based �I
on overburden supply) —— ——
Body of Water I Martin
Tailings/Sediment Ponds ` — 11 BY:
Stockpiles 10 BY:
Mcriettlo
\ i 9 BY:
Processing Area/Haul Roads ` ` Notes: g BY:
V 1. Erosion and sediment control measures necessary for final reclamation will be
Wetlands cleaned out and placed in good working order. All other existing erosion and 7 BY:
sediment control structures will remain in place and be allowed to revegetate 6 BY: RECLAMATION M A P
Wetlands-Isolated t naturally.
/' 2. Any unstable road surfaces will be graded and seeded. 5 BY:
Sediment Trap sT-s 0 I _____ 3. All unpaved areas above water level (i.e. road shoulders, berms, dams, etc.) to
be stabilized with vegetation. 4 BY:
Culvert t // 4. After seeding per Seeding Schedule, the area outside of the office area shall be 3 BY: Castle H a yn e Quarry
TL / allowed to revert to natural vegetation.
Diversion Ditch I I 5. At final reclamation, land forms to be graded to ensure good drainage. 2 BY: New Hanover County N C
>> t 6. Topographic contours and parcel lines from NC OneMap Downloaded June 14,
Natural Water Feature \� __ 2023. Variations in county/parcel lines exist between New Hanover County and 1 BY:
i I Pender County data sets. 0 BY:
Offsite Well • I t I I tt DATE REVISION BY W- QUARRY: Castle. H a yn OJ B N0.
Adjacent Parcel Map ID +s - ` ©2023 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS PNP JULY 2023 Permit 65-01
FILE NAME: Castle.Hayne.Mine.Map SHEET N0. DWG.
1 ' RESERVED. UNAUTHORIZED DUPLICATION IS PROHIBITED. CK. BY: Sq�!_E: NO:
DESIGN FIRM: 1 =1000 8

Revenetation Plan
24'-0"Travel Surface
SEEDBED PREPARATION NOTES:
After site preparation, all disturbed land areas shall be revegetated as per the following:
min.
1) Install necessary erosion and sediment control measures before seeding,and complete
grading according to the approved plan. Top of Berm carry Rip-Rap up Top 12'-0" I T-0" 8' 0° Ditch
sides of spillway Width P-6" grassed grassed
Permanent Seeding Specifications Freeboard
2) Lime and fertilizer needs should be determined by soil tests.When soil tests are not shoulder Grade Point shoulder
Top of Weir min.
available,follow the revegetation plan soil amendment requirements.
Dates Species Rate, Lbs/Acre F! #5 Washed _ Existing
February 15-April 1 Kobe LeSpedeZa 10 oW \ 5'-0"max. Sediment Storage Depth Stone max. -1/2"/Ft 1/4"/Ft 1/4"/Ft - /2"Ft Grade
3) Apply lime and fertilizer evenly and incorporate into the top 4-6 inches of soil by \ Existing
Bah iagrass 50 disking or other suitable means.Operate machinery on the contour.When using a (Total Basin capacity) I Grade 2.1 :1
Redtop 1 hydroseeder,apply lime and fertilizer to a rough,loose surface. 7when
n out basin r-6°max.
Winter a rain 15 level is reached Sediment Depth „ � � „ ,
rye (grain) 1-1/2 bituminous concrete surface course,type'e' or f
4) Roughening of the soil with tracked machinery is accomplished by operating the 3"bituminous concrete binder course,type"b"
machinery up and down the slope to leave horizontal depressions in the soil.Do not
April 1-July 31 Common Bermuda 50 Excavate 1.5 feet of the sediment trap below grade,and provide minimum storage depth of 2 feet #1 Rip-Rap Tack coat placed at rate of 0.05 gal./sq/yd.
back-blade during the final grading operation. above grade.Provide porous baffles with a minimum of three rows between the inlet and outlet discharge l_0" 8"ABC(crushed stone paving)
o
August 1-October 25 Lespedeza (unscarified) 30 5) Complete seedbed preparation by breaking up large clods and raking into a smooth, point.Temporary sediment traps less than 20 feet in length may use 2 baffles. MIN. Subgrade compacted to 95/o AASHTO density
German millet 40 TEMPORARY SEDIMENT BASIN DETAIL See ditch schedule for depth and width of ditch
uniform surface.Fill in or level depressions that can collect water.Broadcast seed P
into a freshly loosened seedbed that has not been sealed by rainfall. Sediment
October 25- February 15 Rye (grain-temporary) 120 Baffles Basin ASPHALT ROADWAY WITH DITCH
DESIGN SETTLED TOP O
21"MIN.
Soil Amendments \� SETTLEMENT EMERGENCY BY—PASS \\ \ / not to Scale
OVERFILL 6'FOR 6'BELOW SETTLED TOP
OF DAM
4'MIN.
:1 SIDE _ \
Lime- 2000 Ibs/acre or follow recommendations from a soil test. SLOPE MAX.
'MAX.FILL FILTER FABRIC �' EJIf
�eitn
Fertilizer- 1000 Ibs/acre 8-8-8 or 10-10-10,or follow recommendations from a 1:1 SIDE SLOPE MAX s'-0"
soil test. NATURAL GROUND I \ \ �,,c 24'-0"Travel Surface(typical.
``lY )
Mulch- All seeded areas shall be mulched using small grain straw at a rate :.. •., ;
of 2000 Ibs/acre and anchored appropriately. � j ' SroNl:SecIION PERSPECTIVE VIEW
r 'Existing Haul Road
12'-0" 12'-0" DITCH
Whenever possible, disturbed areas should be vegetated with native warm season grassed grassed
grasses such as switch grass, Indian grass, bluestem Pr po ed ai ro and gamma grass_ � I I I I I I I I I P � � S ur TYPICAL SEDIMENT TRAP CROSS SECTION shoulder shoulder�' I I I I I I I I I I I Grade Point U-
not to scale
In addition,the permittee shall consult with a professional wildlife biologist with the N.C. Proposed Headwall Existing -1/2"/In -1/4"/1' -1/4"/F -1/2"_� Existing
/F Grade
Wildlife Resources Commission to enhance post-project wildlife habitat at the site. Fill Material Grade 3'1
D
X � X Subgrade compacted to 95/o AASHTO density J NOTE:crushed stone paving shall
Silt Fence Flow Silt Fence Place material from excavation on be maintained by owner as required
From Culvert downhill side of flow. Use additional 8"min.crushed stone paving
fill to achieve specified height and width.
2'mm. � 24'ROADWAY(Crushed Stone)
HEADWALL DETAIL + not to scale
not to scale 6"min. z.
freeboard
F1=' 'L
1 max. 3:1 z°aX.
Seed and mulch diversion channel and dike NOTE:
immediately after construction.Choose appropriate 1. NCDOT#5 stone is preferred. Pad to be 50 ft.L x
Varies seeding mixture from the seeding schedule. 20 ft.W x 6 in.thick(min.).
3'min. ties 2. Turning radius sufficient to accommodate large
`a ,fi trucks.
O 3. Must be maintained in a condition which will
25 t 3 L Boulder
3'D r0 prevent tracking or direct flow of mud onto streets.
A Buffer A �' TEMPORARY DIVERSION DITCH ram,
u / p� Periodic topdressing may be necessary.
IL Existing IL 75'Area for Power Line to, not to Scale 4. This construction entrance will be installed at all
Access Road Safety Bench �� 1 t
Road or Berm y fi 1 — / entrance and exit points to the site. At this time the
only entrance and exit shown on the site plan will be
100'Unexcavated Buffer �{ 1 �►- , ��xignwan�� paved as part of the initial project.
80'Max. Option 1(Boulder Barricade)
not to scale 15 ft.R.
S'max.standard siren th fabric with wire fence 6" min. stone bed
3'min. 6'max,extra strength fabric without wire fence
etmhh to drain
to the
mteriorofthe property CONSTRUCTION ENTRANCE
-
Steel
Stone
SDOe#5
or#57 washed s
J PI„t or STANDARD SEDIMENT TRAP SCHEDULE not to scale
Property Line
2 2 t5"feet 7 ?reties
Possible Berm 16 24" Structure Drainage/Disturbed Sediment Basins Top Dimensions Weir Dimensions
Wire No. Area(Acres) Storage-ft^3 L'x W'x D' (top width x bottom)
B Location D t {e"-e
D Option 2(Berm) Natural
(S&R plan to be submitted not to scale ground ST A up to 0.5 900 30'L x 19'W x 4'D 4'x 3'
Roads prior to construction) 10' y ST B up to 1.0 1,800 38'L x 23'W x 4'D 4'x 3'
Safety Bench s'ao'o.c. "—
R'dawn a 4 ST C up to 1.5 2,700 46'L x 27'W x 4'D 6'x 3'
�. Tap Rail forward along Pipe Outlet to Flat Area- Pipe Outlet to Well-Defined
f W STD u to 2.0 3,600 52'L x 30'W x 4'D 6'x 3'
100'Unexcavated Buffer � •I �----� � Filter p No Well-Defined Channel Channel
Fabric-9Gauge Terminal ST E up to 2.5 4,500 56'L x 32'W x 4'D 8'x 3'
80'Max, 1-1/2"Mesh Post
Brace Rail ST F up to 3.0 5,400 60'L x 34'W x 4'D 8'x 3'
6 Wire
fence ST G up to 3.5 6,300 66'L x 37'W x 4'D 10'x 3'
Truss Rod Cross-Section
Line Post View ST H up to 4.0 7,200 68'L x 38'W x 4'D 10'x 3' A A'
Tension Wire Filter
Steel fabric Backfll compact Natural ST I up to 4.5 8,100 72'L x 40'W x 4'D 12'x 3'
Post and compact round
thoroughly g d0
II ST J up to 5.0 9,000 76'L x 42'W x 4'D 12'x 3' 3do W q n'
�� ,•, ST K 1.75 7,200 60'L x 30'W x 4'D 6'-Minimum
u ..4. �P W
o° u min Notes for Sediment Traps A-J:
Possible Berm ' 24 1 1) Sediment traps(ST)are sized for the total drainage area with 1 clean-out per year
CLocation t Option s(man Link Fence) :�: i'(S&R plan to be submitted l' not to scale 2)Weir dimensions are minimum requirements from NCESCPDM(Table 6.60a)
Access 3) Not all Sediment Trap sizes are utilized at the site. As conditions warrant,various
PL Road Prior to construction) 10' xlGxwALL BARRIERS sizes will be called upon. PLAN
Safety Bench
SILT FENCE DETAIL
100'Unexcavated Buffer 1 �- - (from NC Erosion and Sediment Control Planning and Design Manual)
not to scale
80'Max. PLAN
L
11-
11=III=III=III=11� �11= • :•:r:�;;:;�:: 1�
_I I I_I I I_I I I_I I I_I I —LI I hI=11 •• .��- - -
10' 10' d -•�`•' _ 1� ID
MINE MAP CROSS-SECTIONS Safet Bench Safety Bench �II�IIYII�IIill�llill�lli lil11llill dill dill llil- lil ill �I III I I�111 II—II III II I III=III -
y y _ _ — _ _ �l� —1�L�1 11=1 I I=1 I=1 11= I ICI II I I
not to Scale 's Filter Blanket
Boulders
' � �� ° • � �� ° • Varies I I Varies SECTION A-A' SECTION A-A'
l q t` - max ' �` k g ,` - � '
t s d�mn�Id� 1t� �if�l 1 t. .1�mT�I�� 1t+ �ilf \' t Overburden
PIT DISCHARGE OUTFALL
not to scale Water
Post set 8 ft.
Corner to 10 ft.on centers Line
Post Post I 10,
I POLE
4" 1s'
10"
4'-2" 101, t 5 TYPICAL FLOODED PIT CROSS-SECTION
10„ Not to Scale Martin
3 Strands Barbed 11 Wire(P apart)
BY. Mcriettc
1' 10 BY:DEWATERING DITCH TO RIVER
' 3/8 in.strand ; ; not to scale 9 BY.
3 i I 1/2 in.turnbuckle 8 BY:
min.
with clips or preformed I I 7 BY-
L-1 wire end grips. L
� 6 BY: DETAILS SHEET
5 BY.
NOTES: TYPICAL BARBED WIRE FENCE DETAIL 4 07/23 Revised Format BY-PNP
1. For temporary,movable fence,fence post shall be steel"silt fence"posts. 3 06/18 Revised Format; Added Basin K BY:PNP Castle H a yn e Quarry
2. For permanent fence installation,fence post shall be 4x4 treated wood posts. not to scale
2 1 3/21/13 Added Detail for Pit Discharge Outfall BY:PNP New Hanover County NC
1 10/1/12 10 Year Renewal BY:NMW
0 8/12/02 10 Year Renewal BY-DB QUARRY: Castle H a yn e
DATE REVISION BY DWN BY: DATE: JOB. NO. Permit 6 5— 01
D. Bright 08 12 02
©2023 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS FILE NAME: Castle.Hayne.Mine.Map DWG.
RESERVED. UNAUTHORIZED DUPLICATION IS PROHIBITED. CK. BY. SCALE: 9 No:
DESIGN FIRM: S. Whitt N TS