20240916_Mine Maps

4 _ ' „ REFERENCES
_ o
' TOPOGRAPHIC DATA FROM USGS ROCKY POINT,
-NC; CASTLE HAYNE, NC; MOORETOWN, NC;
� t
SCOTTS HILL, NC; QUADS DATED 2019.
No
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'� - a _ `�. "' r.:-: _ _-�/ter'_- - - _�� - - - _- - - - - � •:
IL
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PERMIT
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4. BOUN ARY
.ram---� / ry � w�,- � °�. �l -�c� - -�✓n__-_�- r �:;7 , _:= Mart�in
3' Marietta
1 _
USGS Site Location Map
Castle Hayne Quarry
•' 1 _ - - ?�� '" New Hanover Count NC
v ° °M QUARRY: Castle Ha e
02023 BY MARTIN MARIETTA MATERIALS,INC. ALL RIGHTS RESERVED. UNAUTHORIZED FILE NAME: castle.Ha emne.Ma P�.NP DUNE 2023
g
DUPUCAl10N IS PROHIBITED. AA 5000� � NQ 1

REFERENCES
- BACKGROUND IMAGE FROM AUTODESK ROAD
MAP. ACCESSED SEPTEMBER 10, 2024
10
� LYKJr1fC��Yf� '
157
210
MarlLoro
PERMIT
BOUNDARY
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.and ; i I / \ I !r
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Castle Hayn& —
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Martin
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C b Road Map
Castle Hayne Quarry
pr
New Hanover County, NC
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°p°e1i°—
M1E °MYC QUARRY: Castle Ha e
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©2023BY MARTIN MARIETTA MATERIALS,INC. ALL RIGHTS RESERVED. UNAUTHORIZED FILE NAME: Castle.Ha e.Mine.Ma ZI
gP�N6PG JUNE 2023
__._ DUPUCATION IS PROHIBITED. opaw�; I'NY 5000' NQ 2

Map H Parcel# Owner Mailing Address
1 3233-SO.1805-OOM BATE LAND&TIMBER LLC PO BOX 1969,5HALLOTTE,NC 28459
2 3253-04-4247-UOOD NC COASTAL LAND TRUST 131 RACINE DRIVE,5TE 10,WILMINGTON,NC 28403
3 R00600-001-002-008 OCCIDENTAL CHEMICALS CARP PO BOIL 77570 HOUSTON,TX 77227
4 ROM-001-007-000 CASTLE HAYNE DEVELOPMENT INC 5700 LAKE WRIGHT OR SUITE 300,NORFOLK,VA 23502
5 R00600-001-008-OW CASTLE HAYNE DEVELOPMENT INC 5700 LAKE WRIG14T OR SUITE 30Q NORFOLK,VA 23502
6 R00600-001-003-000 CEMEX INC PO BOX 2883,WEST PALM BEACH,FL 33402 I I \ ___ ——J
8 3253-75-9130-ODDD USA GLOBAL RESOURCES LLC P-O,BOX3313,FORT LEE, NJ 07024 I I \
9 3263-13-6028-0000 USA GLOBAL RESOURCES LLC P-O-BOX3313, FORT LEE, NJ 07024
10 3262-28-7936-ODW USA GLOBAL RESOURCES LLC P.O.BOX 3313,FORT LEE,NJ 07024
11 3262-0&991/-WW DAVID L.51 EPP 134 HUN IERS Cl,ROCKY POIN I,NC 28457
12 3262-0&8962-D000 ALLANANIES 136 HUN TER COURI,ROCKY POI N 1,NC 28457
13 3262-D8-7911-000D MICHAEL A,JONES 778 CASTLE BAY OR,HAMPSTEAD,NC 28443 I
14 3262-08-5887.0000 MICHAEL A.JONES 778 CASTLE BAY DR,1AMPSTEAD,NC 28443
15 3262-08 488! OODO THDMAS ALAN BRABCNEC 108 GREENWOOD CT,FOREST CITY,NC 28G43 I
16 3262-08-4703.00OD 1'HOMAS AIAN BRABENEC 108 GREENWOOD CT,FOREST CITY,NC 2&93 I /
11 3252-91-6961.00OD HIGH GROUNDS UNURSFRY LIC 204CIRCLE DR,HAMPSTEAD,NC 28443
18 3252-87-5154-ODW IC3 PTNR LLC 100 CAROLINA PLANTATIONS BLVD,JACKSONVILLE,NC 28546
19 3252-86-0973-OWO I-IIGIi GROUNDS DNURSERY LLC 204 CIRCLE DR,HAMPSTEAD,NC 29443 \ /
20 3262-26.5005-0000 MH ISLAND tLC ET AL 6626-C GORDON ROAD,WILMINGTON,NC 29411
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 1100700-001-002-000 J&Z RENTAL COMPANY LLC 104 FIELOCREST DR,HAMPSTEAD, NC 2803 /
24 R00700-001-003-OW PUCE:LLA INVESTMENTS LLC 6804 HOLLY SHELTER AD,CASTLE HAYNE, NC 29429
25 1100700.001-004-000 PUCELLA INVESTMENT$LLC 6804 HOLLY SHELTER RD,CASTLE HAYNE,NC 29429 /
26 R01200-002-001-OW NC STATE OF 3800 CASTLE HAYNE R D,CASTI E HAYNE,NC 28429 /
27 R01200-002-010-OW SIDBURY LAND&TIMBER LLC P.O.BOX 3649,WILMING]'ON,NC 28406
28 R01200-002-001-WO SIDBURY LAND&.TIMBER LLC P.O.BOX 3649,WILMINGTON,NC 28406 / /
SHEET 5
29 R01200-002-00&000 SIDBURY LAND&TIMBER LLC P.O.BOX 3649,WILMINGTON,NC 28406
I
30 R017.00-007-001-00.1 CAROI.,1NAPOWFR&IIGHTCOMPANY 550TRYONST5,ST-25CHIARIQTTF,NC28202
31 R012MO02-005-000 SOUTHERN EQUIPMENT COMPANY INC 3015 WINDWARD PL7 5UIT£300,A1.PHARFTTA,GA 30005 // \ Ft ?,Nf 8
32 R01200-002-006-OW FISHER HOLDINGS LLC ETAL 1609 MARKET ST,WILMINGTON,NC28401 \ 7 CPPE FED 00
33 R01200-002-001-001 FSC II LLC 701 CORPORATE CENTER DR,SUITE 101,RALEIGH NC21607 \\ \ NpRTNEPs� 1 L I
34 R01200-002.002-OW ELEMENTIS CHROMIUM ACQUISITION' 5408 HOLLY SHELTER RD,CASTLE HAYNE,NC 29429 \ I�de�ff°` I
35 R01104-008-011-005 CAMERON COMPANY TIMBER I.I.0 P-Q-BOX 3649,WIIMINGTON,NC29406 \\\ \\\ I ,110 11101-ca � SHEET 7 \ I
36 RQIIOO-008-025-OW TWO TEN INVESTORS INC P.O-BOX 110S,CIINTON, NC28329 �' / \
37 R01100-008-024-000 OLDCASTLEAPG SOUTH INC 333 GREENE ST N SUITE 500,GREENSBORO,INC 27401 \\ \\ ♦ �,� 1 \\ /
38 R01100-008.011-000 MARTIN MARIE17AAGGREGATE5 PCI BOX 8040 FORT WAYNE,IN46898
39 R01100-008-011-005 CAMERON COMPANY TIMBER LLC P.O.BOX 3649,WILMINGTON,NC 28406
40 R01100-008-036-WO INHABIT I I.0 737ARBORETUM DR,WII-MINGTON,NC 28405 \ ,��
41 R01.100-008-015-OW BROWN FOX LLC 122 EDGEHILL RD,WILMINGTON,NC 28403 / \ ♦ Overburden will be
J \ I removed and all
42 R01100.007-005-000 KAEIEN ROUSE P.O.BOX 597,CASTLE HAYNE,NC 28429 ♦ ♦ / �_,_,.,../�
\
43 R01100 007-006-000 BRUCE R.ROUSE P.O._BOX 597,CASTLE HAYNE, SHEET 3_NC 28429 \ I I Wetlands and their buff s wi�tlot drainage area will drain
into the pit ��♦ I~, �` /
\ � P riate
00 j r►r' �' / I
44 R01100-007-002-000 SHOULDER BRAN CH OF THE MISSIONARY BA_P_'f15T P.O.BOX Ill CASTLE HAYNf,NC28429 � ��
45 ROIIO 007-004-000 SMITH DEAMES HEIRS ETA[ 540982ND ST APT 8203,LAKEWOOD,WA 98A9 ,
9 ( � � 404/401 permittin be impacted without a ro
46 R01115-001-014-000 NEWMAN PAGE INVESTMENTS LLC 5704NIXON LN,CASTLE HAYNE,NC 28429 \ II — 0000
47 R01115-001-011-001 ROOSEVELT NIXON 1415 LINDEN BLVD APT 1H,BROOKLYN,NY 11212 \ J NORTHEAST CAPE FEAR RIVER
48 R01111-001-001-000 51DBERRY WILUE J ETAL 581.1 NIXON LN,CASTLE HAYNE,NC 28429 1 , S 9 \
49 R01100-008-011-000 MARTIN MARIETTAAGGREGATES PO BOX 8040 FORT WAYNE,IN 46898 / 1 FUTURE \
50 1100500.003-002-000 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 1 PIT ♦ I
52 R01200-001-004-000 RILEYA.SHAW P.O.BOX 1109,CLINTON, NC28329
53 R01200.001.005-000 RILEYA.SHAW P.O.BOX 1108,CLINTON,NC28329 I 1 I
54 R01200.001-002.002 RILEYA.SHAW P.O.BOX 1106,CLINTON,NC28329
55 R01200-001-002-OW IDR LLC 639 OLD US 52,MOUNT AIRY,NC 27030
SHEET 1 / 5 1 SHEET 6 /
1 1 1 � �♦ PIT .. r�� 13\ \ 10 //
3 it �a - ', �%, \1\5\\ \ \ \\
I / ♦ It \\ \ �12
/ ♦ \ 1 Wetlands and their buffers will n
k .
H.ocxm�..t> \
I 1 ♦ .-:-.( 1 be impacted without appropriate
404/401 permitting 17
A /
I / ( o. sa cre eto e P
I oc
I I .erg �.••'•'•'•'.'.'. '�_ 1 ae All ed
I , ap• T-B(28 2 et 1 I / I
/ /
I I FLOODED PIT - •� " sr-o(a
g Area so•�i >f I , wed // /
Stock ST-
Stockpile'road Unloading P
I I / Area s or,dgt� so
♦ ` //
SHEET 4 L c a lvwt 11_xla 00''' 23 22 /,,
c I ' 25 24 ♦ __w' Ir /
I I I \' , ` �� 'ztockpile ` tr e I 00 V�
Previously Existing Plant 1 �•a�. ' r 18\ /
I 1 Has Been Removed ( - Area { (] e !.00 441
�♦
I I 1 1 OFFICE J a ' �� Entran e , 19 /
I - Exlati g �
\ / I` d e� �' Service
JI I 1,. ' ...T-� I J�d�w� ♦ Entrance
I I
0I
50 OFFICE
SHOP . ow
I 1 1000�� 21 20 /
55
SHEET 2 \t gig 52go f f
goo°e\` ♦ 54go 00 Will,
to 53
0 100 100 1 so go to to 1 \ wed g�ffet i 27 26
1 = I00
49 40
38 ! 1 38
P so am I 31 1 29
_ I
35 32 sue,.,rMcrr�aaea wK awe
I i' `` �► FLOODED PIT \ \
I ' 1 I If (NOT INCLUDED IN \ 1
e>• EXCAVATION AREA) /\\ 36t
to ♦� t Rood 1 33 30
37
34 11
LEGEND: /38 44 1 ��r►1 ,♦ 39
Permit Boundary 48'/ ,
Property Lines(New Hanover Cty) ------------- , �' 11 '
(Pender County) 45 38 __;:/�� '� ��/� /� ACREAGE TO BE
46 - CATEGORY AFFECTED OVER
Topographic Contour 47 -' LIFE OF MINE I
40 `�/'
Floodplain Boundary(100 year) 41 - ( Tailings / Sediment Ponds 54 \ I
l 1 i f
Pit Limit l
1 1 / Stockpiles 90 \
I
Future Pit Limits 1 11 Waste piles (Berms) O SCALE 1 = 1 000'
Buffer-Undisturbed I � II / Processing Area � Haul Roads
106 \
1 1
Buffer-Unexcavated / � Mine Excavation 1,358 0 500 1000 2000 3000 4000
Buffer-Sivicultural ® __ Unexcavated Buffer 33
(No Mining Activity Allowed) —-
-———— —— —— ———�_ TOTAL AREA TO BE DISTURBED 1,641
Body of Water f
1 \ TOTAL PERMITTED ACREAGE 2299 1 `
Tailings/Sediment Ponds
Stockpiles 1 \ Martin
�UP � Notes:
Processing Area/Haul Roads 'A -_ 1. Silviculture activities will be conducted in accordance with all local, state, and 11 BY: Marietta
` act federal regulations. These buffers will not be used for mining activity unless
Wetlands \� approved by a subsequent mine permit modification. 10 BY:
o / 2. Topographic contours and parcel lines from NC OneMap Downloaded June 14, g BY.
Wetlands-Isolated f i 2023. Variations in county/parcel lines exist between New Hanover County and
\ / Pender County data sets. 8 BY:
Sediment Trap ST-B E- _____ v / 3. No wetlands to be disturbed without proper permits from the US Army Corps of 7 BY:
--—-- Engineers, and the NC DE a Division of Water Resources. M N E MAP — ENTIRE SIT E
Culvert II --—-- �/ 4. Petroleum Storage Tanks are located in close proximity to the shop. One 6 BY:
additional tank is currently located northwest of the office at the former plant 5 BY:
Diversion Ditch >> site.
5. As noted on the NC Wildlife Resources Commissions website. With the recent 4 BY:
Natural Water Feature changes to federally listed bat species, care will be taken to protect the Castle H a yn e Q u a r r y
northern long eared bat and the tri-colored bat or other threatened species. 3 BY:
Offsite Well I During the pup rearing season from May 1- July 31, harvesting of trees will not
• I be conducted. 2 BY: New Hanover County, N C
Adjacent Parcel Map ID 45 _
6. Overburden removal will be conducted in such a manner that all stormwater 1 09/24 Expanded excavation area BY:MC
runoff drains back into the pit.
Potential Wetlands 0 8/23 Added Note 4 Regarding Petroleum Storage BY:PNP QUARRY: Castle H a yn e
I I f DATE REVISION BY DWN BY: DATE: JOB. NO.
PNP JURY 2023 Permit 65- 01
Proposed wedandsBuffer 1 I I --- f` ©2023 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS FILE NAME: Castle.Hayne.Mine.Map SHEET NO. DWG.
RESERVED. UNAUTHORIZED DUPLICATION IS PROHIBITED. CK. BY: SCpI-E: NO:
1 ( DESIGN FIRM: 1 =1 OOO 0

/
/
.•��♦ Vol
.��•� 101
♦��� VIA
so
to
o I*
Vol
♦♦ 1110i
SO
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1 . I
we
FLOODED PIT
I�
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
Vol
Wo Buffer-Sivicultural
(No Mining Activity Allowed) N
- i i1 ,
� Body of Water
Tailings/Sediment Ponds
;= _ Stockpiles
1- Vol
Processing Area/Haul Roads
t
- Wetlands
Wetlands-Isolated
VAR
-x _ Sediment Trap sT-B O
Culvert
Diversion Ditch
Vol,
Natural Water Feature _
it'sOffsite Well 0
Adjacent Parcel Map ID u
- • Potential Wetlands
= \X // o Proposed Wetlands Buffer
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.
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, and the NC DEQ Division of Water Resources.
SCALE 1 = 200
0 100 200 400 600 800
�' Martin
11 BY:
10 BY: Marietta
9 BY:
8 BY:
7 BY:
6 BY: MINE MAP — SHEET 1
BY:
■■ ,� �,, 4 BY:
3 BY: Castle Hayne Quarry
BY: New Hanover County, NC
4 \ % 0 09/24 Expanded excavation area BY:MC
DATE REVISION BY QUARRY: Castle H a yn B N0.
Permit 65-01
PNP JULY 2023
©2023 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS FILE NAME: Castle.Hayne.Mine.Map SHEET N0. fN
WG.
t RESERVED. UNAUTHORIZED DUPLICATIO IS PROHIBITED. cl<. BY: sC��= 0:
' DESIGN FIRM: 1 =ZOO

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H MARTIN MARIETTA OWNED RAIL SPUR --H+�-�-I-, -� - '—
LEGEND:
'': � IT Permit Boun
dary
AWo � FLOODED
����� (Fender County)
Property Lines(New Hanover Cry)
( 0 T NCLUD ED
������ Topographic Contour
' �\
/ \ 01 A R E A kill
\ Floodplain Boundary(100 year)
�, ��1! EXCAVATION J
Pit Limit
1111111'1111111111111
, Future Pit Limits
IA ��� ��� �� Buffer-Undisturbed
•. ,, .•,� �\ �O Buffer-Unexcavated —
/ O , 0•��' •� man■ • �= Buffer-Sivicultural
OkiV— (No Mining Activity Allowed)
, n 1 ,I'� \ �/y Body of Water
/20
Tailings/Sediment Ponds
Stockpiles
O \ Processing Area/Haul Roads
Wetlands
,/ \\` , ,/ / •�••/ / �� Wetlands-Isolated
20 l + y
Sediment Trap ST-B O
Culvert
t Q
Diversion Ditch
/ / — . ,.�♦. __ �/ I/ 1 Natural Water Feature _
/ \ / / _—_ _ ,� _ _==�•' /_—/ ', O Offsite Well 0
/ — — I I `,• -v Adjacent Parcel Map ID 45
• MR.
I o 1 1, Potential Wetlands
Proposed Wetlands Buffer
1 \ 1
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
I approved by a subsequent mine permit modification.
I 1 , 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, and the NC DEQ Division of Water Resources.
—71 \ t I
I ' I
I I I O I I' _ '
_ , I SCALE 1 " = 200'
0 100 200 400 600 800
115 O
I �
/
Martin
' BY:10 BY: Marietta
I
I /
9 BY:
8 BY:
7 BY:
a 6 BY: MINE MAP — SHEET 2
I � � 5 BY:
I I � 4 BY:
I /
3 BY: Castle Hayne Quarry
BY: New Hanover County, NC
-�/ / \ 0 09/24 Expanded excavation area BY:MC
QUARRY: Castle Hayn B NO Permit — 1
DATE REVISION BY DWN
PNP JULY 2023 65
30 ©2023 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS FILE NAME: Castle.Hayne.Mine.Map SHEET N0. DWG.
DESIGN FIRM:
-------- RESERVED. UNAUTHORIZED DUPLICATION IS PROHIBITED. CK. BY: Sq/ !_E:ZOO 2 No:
�� 1 =

LEGEND: \\
Permit Boundary \
Property Lines(New Hanover Cry) —••—••------- \\
------------- \ I ,,
(Fender County)
Topographic Contour \ ��
\ I
Floodplain Boundary(100 year)
Pit Limit
Future Pit Limits \
Buffer-Undisturbed
Buffer-Unexcavated
Buffer-Sivicultural ® .-------"----------
(No Mining Activity Allowed)
Body of Water ••,
Tailings/Sediment Ponds / � '•••
i
Stockpiles
Processing Area/Haul Roads
Wetlands oNORTHEASTRIVER
SEAR , �,�_ _
CAPE �_Wetlands Isolated ,
Sediment Trap ST-B
Culvert
Diversion Ditch >>
/ \Natural Water Feature
Offsite Well 09.
Adjacent Parcel Map ID u rZ
Potential Wetlands �� Flo"
1
Proposed Wetlands Buffer I s 1
i
J C=2� — Z�> �\ \
ILI
I I �
WAX
IN
-)o i go C
f`
■
■w
\G \�
i• \'
IN `
LILA _ 1
W v
its --
rl�� • ����.��r�■ legal
� � 1r
.001
Drainage
e
�. .8 acr s Drainage
cres ' • �IIIIUIIII/lull/l///////////—tom_
�,� ... e v U v e r� B� A 1.8 a ,, < ------------------------------
*41
Notes:
1. Sivilculture activities will be conducted in accordance with all local, state, and
�� •
* \ ralnage ,` federal regulations. These buffers will not be used for mining activity unless
J �� 4.9 acres approved by a subsequent mine permit modification.
Q2. Topographic contours and parcel lines from NC OneMap Downloaded June 14,
�\ e (_ 2023. Variations in count parcel lines exist between New Hanover County and
�.•� Pender County data sets.
��/ �♦ / - �� 4 3. No wetlands to be disturbed without proper permits from the US Army Corps of
;��♦,n\/ - - - I Engineers, and the NC DEQ Division of Water Resources.
� . _ _ - Heady \ 1
�� Drainage SCALE 1 " = 200'
\� ;� �� _ - . S �� l� t a 15 s n e�, ea: 4.0 acres
. cre et
n d
68 i 0 100 200 400 600 800
ac an 0 -
�� n ter
Drainage - - - - - A c O p
ea: 2 ac as - - - - - - - A I I o e d J
� . - - - - - - - - ac
�. i r Martin
n BY:
Drain
.0 - - - - . . . . I AC Act ► ,0 BY: Marietta
J rea: 5.0(acres�\` - c_2 J J
_ C� •\
20 g -- ; 02 9 BY:
Drains � _ ' �,.� ,
r � - - - - " D 6 BY: MINE MAP — SHEET 3
•� �' \' �\ - BY:
A 4 BY:
ea.
a' Drainage 4
ea: 1.7 acres - BY: Castle H a yn e Quarry
,�-
�'�� t - BY New Hanover County, NC
•• � 0 09/24 Expanded excavation area BY:MC
n o a a i n D. � \ QUARRY: Castle Ha ne
reCT: acres _ DATE REVISION BY
� � f \e DWN BY: DATE: JOB. N0. Permit 6 5—01
Area �X G �� � 2023 BY ARTIN MA ETTA MAT IALS, INC. ALL RIGHTS FILE NAME: Castle.Hayne.Mine.Map PNP JULY 2023 SHEET N0. DWG.
r i - - - \ R ERVED. AUTHORIZ DUPLICAT N IS PRO ITED. CK. BY: Sq� [-E: No:
DESIGN FIRM: 1 =ZOO 3

woo
agacr \ X i S t
r v i CInc
e ■.
-
♦ Drainage \\ lox
Are 3 acres . . e( ; Ion�� \ e Q
■
. . _ - - - - .. . . - . a .�_I
( \ ■
Draina - - ■
Area: 0. . . - - - - - - \ ■��W
- - - - - Dra \, \ \ .�rn (D
. \ ■I '
� . . . . - \ _ - - - - - Area: 9 \ ■ 1■-�
\ lot
/- e ■O=
S Dr Inag \
'acres - - �\
\ \ \ O■
o) \ \ \ ■
ge
\ \
acres \ —B( , J
101 Drainage` \ \ \ \ ; ■
'00q a: 0.9 acr B(�) \ \ \ \ ■ ■
' I Dr 'Wage ■ M
10
\ \ \
1� Area: 0. acres
*10
WA
\ ►' ■■
21-, \ \ . �� �•
� \ \ \ \ \ ■
l T- C.(9 \\ M \�
Dralnag
� � \ \ ■ ,�
Area: 1.3 acres \\ S �\— A(
A Drai 4e ■ \�
� \ rea: 0.5 are \
p inage \ \ ■ \
O \ Area: 5 acres \ \
\ \ •�■•r \
(-n _ \ \ ■••
�A ; Alr \ S A( \ ••.. o
Drainage \ •••
Ar 0.5 acre -\ A(4)00
\
go
go
/ ■ •••• LEGEND:
/ \■ \ •• Permit Boundary
■ ••••• Property Lines(New Hanover Cty) ••—••—••—••— /' / \�•• (Pender County)--------------
_ �• Notes:
■ •�� \ Topographic Contour 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
/ ■ •• O P Floodplain Boundary(100 year) D ` approved by a subsequent mine permit modification.
■ •• 2. Topographic contours and parcel lines from NC OneMap Downloaded June 14,
■ •• Pit Limit �—/ 2023. Variations in county/parcel lines exist between New Hanover County and
/ •• Pender County data sets.
/ ■ �• Future Pit Limits �' 3. No wetlands to be disturbed without proper permits from the US Army Corps of
/ ■ .�� \\ Engineers, and the NC DEQ Division of Water Resources.
/ ■ l \ ••• Buffer-Undisturbed SCALE : 1 = 200
= : \ ••••••O�V Buffer-Unexcavated —
/ ■ •• �\ Buffer-Sivicultural
% •••• (No Mining Activity Allowed) 0 100 200 400 600 800
� Body of Water
■ / Tailings/Sediment Ponds
/ ■ Stockpiles
:' . .� Processing Area/Haul Roads
•A - Martin
■ �� � I Wetlands
- ■ � � Wetlands-Isolated 11 BY:- Marietta
. i
. Sediment Trap ST-B 010 BY:
9 BY:
�• �I Culvert 8 BY:
Diversion Ditch >> y BY.
Natural Water Feature _ BY: MINE MAP — SHEET 4
5
i I 5 BY:
Offsite Well G 4 BY:
Adjacent Parcel Map ID u 3 BY: Castle Hayne Quarry
2 B Y:
Potential Wetlands 1 BY: New Hanover County, NC
Proposed Wetlands Buffer 0 09/24 Expanded excavation area BY:
I MCQUARRY: Castle Hayne
DATE REVISION BY DWN BY: I DATE: I.InB. NO.
Permit 65-01
©2023 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS FILE NAME: Castle.Hayne.Mine.Map PNP JULY 2023 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 Cry)
(Pender County)
Topographic Contouror
Floodplain Boundary(100 year) �� ��
Pit Limit Q ��� ♦�
Future Pit Limits
R
Buffer-Undisturbed ,
R 4
Buffer-Unexcavated R ,,''�� ,,
f
Buffer Sivicultural ® ••
(No Mining Activity Allowed) wall•
Body of Water P A�•
Tailings/Sediment Ponds
Stockpiles ••
•••``Processing Area/Haul Roads R
Wetlands 0 '••
Wetlands-Isolated
Sediment Trap sT-B goo
Culvert v
Diversion Ditch >> �•�` �v�� f �/111 YJ
Natural Water Feature Ai iAi ♦ �.
Offsite Well /'
Adjacent Parcel Map ID 45
Potential Wetlands
Proposed Wetlands Buffer
f♦
lo
00
to
Overburden
will be
l I
removed and a
•� drc *lnagearea w I I drain
� ° ° ar �i►•y
•�`` Weflands and ° -41V• �
their buff s �
wi not v
'impacted ° to thepit
be without a ro r ate
p
404 / 401perm *itt *in
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.
11 3. No wetlands to be disturbed without proper permits from the US Army Corps of
Engineers, and the NC DEQ Division of Water Resources.
SCALE 1 " = 200'
0 100 200 400 600 800
-� � Martin
111 . /Jln\\t�«r 11
10 BY Marietta
` 9 BY:
$ BY:
�u� 6 BY: MINE MAP — SHEET 5
Ev5 BY:
3 BY: Castle Hayne Quarry
2 BY: New Hanover County, NC
1 BY:
0 09/24 Expanded excavation area BY:MC
DATE REVISION BY QUARRY: Castle H a yn e
/ DWN BY: DATE: JOB. NO. Permit 6 5—01
2023 JULY NP
©2023 BY MARTIN MARIETTA MATERIALS, IN ALL RI FILE NAME: Castle.Hayne.Mine.MapSHEET N0. DWG.
RESERVED. UNAUTHORIZED DUPLICATION IS OHIBITE PC,
K. BY: Sq� LE: NO:
DESIGN FIRM: 1 -200 5

•
1)
O J
0000
i
-111 NOW
Wetlands and
their buffers Will
be i p m acted pp p
w thout a ro r
o
at
I �d 404 / 401perm *itt *
n
g
- d ��' ��IIIIIi�111��G11
. 1
-�'#fir
l 1*4
f En tran to 12� •.���
'4W
Existi g 4
Service
LEGEND: E n t r a n c e
Permit Boundary � � � �
_
Property Lines(New Hanover Cty) _.._..------
(PenderCounty) '— — — — —�—�—
Topographic Contour Notes:
n 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.
3. No wetlands to be disturbed without proper permits from the US Army Corps of
Engineers, and the NC DEQ Division of Water Resources.
Buffer-Undisturbed -
'.� Buffer-Unexcavated SCALE : 1 = 200'
Buf(No nigi
cultural
� Activity Allowed)
� 0
Body of Water 0 100 200 400 600 800
Tailings/Sediment Ponds _
Stockpiles
I
Processing Area/Haul Roads
Wetlands Martin
Wetlands-isolated
11 BY: Marietta
Sediment Trap sT-a 0 10 BY:
Culvert 9 BY:
8 BY:
Diversion Ditch
7 BY:
Natural Water Feature _ 6 BY: MINE MAP SHEET 6
Offsite Well 5 BY:
Adjacent Parcel Map ID 4 BY:
3 BY: Castle Hayne Quarry
Potential Wetlands
2 BY: New Hanover County NC
Proposed Wetlands Buffer 1 BY:
0 09/24 Expanded excavation area BY:MC
DATE REVISION BY QUARRY: Castle H a yn e
DWN BY: DATE: JOB. NO. P e r m i t 6 5—01
2023 JULY
©2023 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS FILE NAME: Castle.Hayne.Mine.Map PNP SHEET N0. DWG.
RESERVED. UNAUTHORIZED DUPLICATION IS PROHIBITED. CK. BY: Sq� LE: , NO:
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)
Body of Water
Tailings/Sediment Ponds
Stockpiles
Processing Area/Haul Roads
Wetlands
Wetlands-Isolated
Sediment Trap ST-B O
Culvert
Diversion Ditch >>
Natural Water Feature
Offsite Well 0
Adjacent Parcel Map ID 45
Potential Wetlands
Proposed Wetlands Buffer
ciz:]
io
y�I
FI
WN
17
00
!..
i !44 1/1 Y1'
r
000
i \
IL
a
1 �
' � I
40
'W*
i
` \
4� �--
/
I \<
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
/ \ Y 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, and the NC DEQ Division of Water Resources.
Ike
SCALE : 1 " = 200'
0 100 200 400 600 800
kv IV# 7-
Al �� �
- Martin
BY: Marietta
\ 10 BY:
�� II \ 9 BY:
�N \` `\ �. 8 BY:
/ 7 BY:
6 BY: MINE MAP — SHEET 7
-- 5 BY:
3 BY Castle Hayne Quarry
10 \\\ ` _` ' 2 BY: New Hanover Count NC
/ , 1 BY: y,
0 09/24 Expanded excavation area BY:MC Castle
DATE REVISION BY QUARRY: C a S t I e H a n e
DWN BY: DATE: JOB. NO.
PNP JULY 2023 Permit 65-01
©2023 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS FILE NAME: Castle.Hayne.Mine.Map H N . DWG.
RESERVED. UNAUTHORIZED DUPLICATION IS PROHIBITED. CK. BY: Sq� [-E. NO:
DESIGN FIRM: 1 =2O0 7

Revegetation 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 8'-0" 12'-0" 12'-0" 8'-0" Ditch
Permanent Seeding Specifications sides of spillway width F-V grassed grasse
2 Lime and fertilizer needs should be determined b soil tests.When soil tests are not Freeboard shoulder shoulder
Y rain. Grade Point
available,follow the revegetation plan soil amendment requirements. Top of weir
Dates Species Rate, Lbs/Acre #5 Washed
FLOW Stone 2 Existing
February 15-April 1 Kobe Lespedeza 10 3) Apply lime and fertilizer evenly and incorporate into the top 4-6 inches of soil by 5'-a"max. Sediment Storage Depth max. Existing -1/2"/Ft -1/4"/Ft -1/411/Ft _ /2"/Ft Grade
B a h l a ra SS 50 (Total Basin Capacity) 1 ;> :1 1
g disking or other suitable means.Operate machinery on the contour.When using a Grade 3
Redtop 1 hydroseeder,apply lime and fertilizer to a rough,loose surface. 7whe.Cth
out basin F-6"max.
Winter rye rain 15 evel is reached Sediment Depth „ „
Y (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"
April 11- July I 31 Common Bermuda 50 machinery up and down the slope to leave horizontal depressions in the soil.Do not Excavate 1.5 feet of the sediment trap below grade,and provide minimum storage depth of 2 feet #1 Rip-Rap Ra
p y p g p g p p- P 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 F-o" 8"ABC(crushed stone paving)
o
August 1- October 25 Lesped point.Temporary sediment traps less than 20 feet in length may use 2 baffles. MIN.eza (unscarified} 30 5) Complete seedbed preparation by breaking up large clods and raking into a smooth, Subgrade compacted to 95/o AASHTO densi
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.
EMERGENCY BY—PASS not t0 SCBIe
Soil Amendments \� OAR ETTLEMENT F ILL 6"FOR �1�1"BELOW SETTLED TOP
DAM
4'MIN.
:1 SIDE
Lime- 2000 Ibs/acre or follow recommendations from a soil test. T SLOPE MAX.
MAX.FILL } 1 FILTER FABRIC
Beta
Fertilizer- 1000 Ibs/acre 8-8-8 or 10-10-10, or follow recommendations from a I/ 1:1 SIDE SLOPE MAX. T-0"
1 �6
SOII test. NATURAL GROUND I \ �ro4 24'-0"Travel Surface(typical.)
I I 3'MIN. / I )
Mulch- All seeded areas shall be mulched using small grain straw at a rate
of 2000 Ibs/acre and anchored appropriately. ��' STONE SECTION
v ,' 'Existing Haul Road PERSPECTIVE vlEw
} . .' �. . . . . . r 8'-0" 12'-0" IT-0" 8'-0" DITCH
Whenever possible, disturbed areas should be vegetated with native warm season grassed grassed
grasses such as switch grass, Indian grass, bluestem and ammo grass. Pr po ed al road Spur TYPICAL SEDIMENT TRAP CROSS SECTION shoulder shoulder
9 9 9 9 9 I I I I I I I I I I P � � I � I I I I I I I I I I Grade Point
H H� not to scale � � Existing
In addition, the permittee shall consult with a professional wildlife biologist with the N.C. I I Proposed Headwall I I Existing 1/2"/1', -1/4"/1' -1/4"/1' _1/— /1' Grade
Wildlife Resources Commission to enhance post-project wildlife habitat at the site. _ Fill Material Grade g 3.1
�x x
X � � X Subgrade compacted to 95%AASHTO density 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'min 24'ROADWAY(Crushed Stone)
not to scale
HEADWALL DETAIL
not to scale 6"min. 2.
freeboard
F1=_ 'L
•1"tax. 3:1 maX
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
ati4 trucks.
y0 3. Must be maintained in a condition which will
A �Buffer�
2s' At 'Boulaers 31.x stiv x 3'D TEMPORARY DIVERSION DITCH � prevent tracking or direct flow of mud onto streets.
ExistingIr Periodic topdressing may be necessary.
75 Area for Power Line 10 ll \ ° not t0 scale r?
Access Road $ t r1y' 4. This construction entrance will be installed at all
Road or Berm Safety Bench `m �� l ; ( -t / 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 �- ►� Highwall paved as part of the initial project.
80'MaX. Option 1(Boulder Barricade)
not to scale 15 ft. R.
9'max.3tandurd atren th fehrit wryh wire fence 6"min. stone bed
t146%.extra strangt aeria wit vt wfre ants
Pitch crown m of the drain
� o I Jill" 111 ' Stone Size :NCDOT#5 CONSTRUCTION ENTRANCE
interior of the prroo perty i,
typical p09;I I `I` it I E '` ''1 I i �I or#57 washed stone4. not to scale
STANDARD SEDIMENT TRAP SCHEDULE
l erope„y tine I Plestloer
2
Z '' ' k 1 im tfR.t
tso feet
Possible Berm I 1a e4 I,I 1 I ■ Structure Drainage/Disturbed Sediment Basins Top Dimensions Weir Dimensions
Location D t was ` 11 iF„ ' 1 � No. Area(Acres) Storage-ft^3 L'x W'x D' (top width x bottom)
B (S&R plan to be submitted B Option 2(Berm) i I', �' `1 1 Nettrrgl W ST A up to 0.5 900 30'L x 19'W x 4'D 4'x 3'
P Access prior to construction) 10' not to scale II f { I ylVBn (�
L Road Safety Bench a'-lo O.C. ST B up to 1.0 1,800 38'L x 23'W x 4'D 4'x 3'
gd°w„d 4• ST C up to 1.5 2,700 46'L x 27'W x 4'D 6'x 3'
Top Rail i°rw°rd al ng Q Pipe Outlet to Flat Area- Pipe Outlet to Well-Defined
24^ the iron�, W
100'Unexcavated Buffer --�{ �- -� Fibric lter > STD up to 2.0 3,600 52'L x 30'W x 4'D 6'x 3' No Well-Defined Channel Channel
fa
Fabric-9Gauge 0 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 I'nst
Brace Rail­,., pA''•,� ST F up to 3.0 5,400 60'L x 34'W x 4'D 8'x 3'
V lre l
fence ST G up to 3.5 6,300 66'L x 3TW x 4'D 10'x 3'
Truss Rod Cr"9s-Section Line Post Vlew I-4 ST H up to 4.0 7,200 681 x 38'W x 4'D 10'x 3' A A,
Tension Wire
Filter �
Steel fehrit 8ockfI toil
pest end ccmpall tJaturnl ST I up to 4.5 8>100 72'L x 40'W x 4'D 12'x 3'
II II thoroughly ground Cl0
�(f 3do
> ST J up to 5.0 9,000 76'L x 42'W x 4'D 12'x 3' W A A'
ST K 1.75 7,200 60'L x 30'W x 4'D 6'-Minimum
u� .m�n.. � �► W
io° u ' :�•'.;,�''r` mie Notes for Sediment Traps A-J:
Possible Berm 1' 24' '•';;,�=eta;iy� 1) Sediment traps(ST)are sized for the total drainage area with 1 clean-out per year
C (S&R plan to be submitted Location C t Option s not
(Chain Link Fence) 2)Weir dimensions are minimum requirements from NCESCPDM(Table 6.60a)
nt to scale
Access 3) Not all Sediment Trap sizes are utilized at the site. As conditions warrant,various
PL Road prior to construction) 10' xlGxwAl I BARRIERS sizes will be called upon. PLAN
Safety Bench
SILT FENCE DETAIL
100'Unexcavated Buffer �- -� (from NC Erosion and Sediment Control Planning and Design Manual)
not to scale
80'Max. PLAN
L
L r
In-
�
I—III—I —I I 1=1
10' 10' d I 1=1 I I-J1=—I 11=1 .` D
MINE MAP CROSS-SECTIONS Safety Bench safety Bench �ll�l11 loll �llY lYll"lit"ITI"IlT"'IT= lTJil Iall
n—n III n—n III II I Ill— �
not to Scale Filter Blanket
Boulders
�l✓ SECTION A-A' SECTION A-A'
t �, ` .,�• �;� 1 t �, �,�• Varies I I I �• Varies
: s d�mr ',Ids �l� �,l/1 \�\( t.�l din�ld� �t�-��1� t, ( �•/ Overburden
I
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" 15'
10"
4'-2"
10" TYPICAL FLOODED PIT CROSS-SECTION
2.5'
101, Not to Scale Martin
3 Strands Barbed r
Wire(P apart)
BY. Marietta
11 16 DEWATERING DITCH TO RIVER 10 BY:
1 _
3/8 in.strand ' ' not to scale 9 BY:
II II
3 I I 1/2 in.turnbuckle ; ; 8 BY:
min.
with clips
I I 6`J wire end LJ BY. DETAILS SHEET
5 09/24 Updated previous measures note BY-MC
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. N0. Permit 6 5—01
©2023 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS FILE NAME: Castle.Hayne.Mine.Map D. Bright 08 12 O2HEET NO. DWG.
RESERVED. UNAUTHORIZED DUPLICATION IS PROHIBITED. CK. BY: SCALE: 9 No:
DESIGN FIRM: S. Whitt N TS

1
\
I k/
rJ
1 \ / T'T
an10000
\ I l I
100
T
110
rrr00
// // / ' / y I '� I ; FLOODED PIT I
rr1
I I 141� rrr ; — n RECLAMATION
r PLANTAND
,
4% SCALE. SMOOTHLY 100
rrr .;,AS4UREDfWA 1 LAND FORMS TO ' 00
�
1 / /
/ ��` FLOODED PIT00
1 1� � `
II 1 r. ♦�,
`,` RECLAMATIOREMN ' �AT FINAL '' ,,
PLANT AND a-
SCALE ENTRANCE.GATIE, to
SMOOTHLY OFFIM AND 100
EN DC
I I I 1 1 FORRMS 70 1 - RFX
ENUN 1 ; ' '.GRADE PARIGN ' ,,
ASSUREGOOD
SURFACE
,
I DRAINAGE 1 �
�'
I I 1 1 ENTRANCE. 1100000
DATE, 1 1
I �\ OFFICE.
AND
�11REM0
I I 1 FUELS AND au ♦�
I I m aE REMOVED ♦ 1 r
I 1 FORME ,FROM THE ' 1 1 010
'/� `
AREA AND / - ' \ \
pSPOSFD OF
1 ATDISPOS'V APPROVTTJ
FACIYTY
r MENT It
r � 1 1
i 40 1
I r ♦ Cam, ; 1 �0-0
I ♦ 1 00
��
♦ 1 �, �♦ ♦ 1 / ♦ �
1 ♦ /
/ "'► , rrr ♦ 1 1 r.r
' 1 1
00
rso�,► �
60 II /
r
{ FLOODED PIT
LEGEND:
Permit Boundary
Property Lines(New Hanover Cry) •—••.••.••
(Pender County)
Topographic Contour
Floodplain Boundary(100 year)
I 1 ,
L Pit Limit / \ I
i
Future Pit Limits � �
i
SCALE 1 " = 1000'
Buffer-Undisturbed
i
Buffer-Unexcavated 1 1 /', tt
0 500 1000 2000 3000 4000
Buffer-Sivicultural ® '
(No Mining Activity Allowed)
Body of Water
Tailings/Sediment Ponds
Stockpiles Martin
Processing Area/Haul Roads
� —— 11 BY:
Wetlands M c ri etc
Wetlands-Isolated `
\� i 19 BY:
Notes:
$ B Y:
Sediment Trap sr-B 0 V / 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 7 BY:
Culvert sediment control structures will remain in place and be allowed to revegetate RECLAMATION M A P
—-- / naturally. 6 BY:
2. An unstable road surfaces will be graded and seeded.
Diversion Ditch �� -- __ Y 9 5 BY:
3. All unpaved areas above water level (i.e. road shoulders, berms, dams, etc.) to
--—-- -- __ be stabilized with vegetation. 4 BY:
Natural Water Feature Castle H a yn e Quarry
i / 4. After seeding per Seeding Schedule, the area outside of the office area shall be 3 BY:
Offsite Well I allowed to revert to natural vegetation.
5. At final reclamation, land forms to be graded to ensure good drainage. 2 BY: New Hanover County N C
Adjacent Parcel Map ID u TL6. Topographic contours and parcel lines from INC OneMap Downloaded June 14, 1 BY:
I _ 2023. Variations in county/parcel lines exist between New Hanover County and
Potential Wetlands I I Pender County data sets. 0 09/24 Expanded excavation area BY:MC QUARRY: Castle H a yn e
DATE REVISION BY
Proposed wetlands Buffer
DWN BY: DATE: JOB. NO. Permit 6 5—01
' I ' _ I t ©2023 BY MARTIN MARIETTA MATERIALS, INC. ALL RIGHTS FILE NAME: ~ne.Castle.l—layMine.Ma PNP JULY 2023
SHEET N0
l ' \ RESERVED. UNAUTHORIZED DUPLICATION IS PROHIBITED. CK. BY: Sq� !-E: . NOG.
v DESIGN FIRM: 1 =1000 8