20230811_Mine_Map

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N° \ U.S. H\V- 17
To Jacksonville
Compacted S 'I 2' min. o
Site o
\\ \
. . •.. FLOW Q V o� Stablized d'
18" min. �— 3 o Construction 3
Entrance
41
/\/\✓\/\/\/\\/\\ \\�X Area to , RCD c!i
\�� Morton Minerals, Inc. be Paved 15 _
D.B. 2588, Pg. 611 0
I(I 1 Wooded/Farmland -lop
III I I II I1 /I l (/l 1\ / RA Zone o S.R. 1411
6' typ• / I 1 11 I I III )/ S08'24'49"E
H°U\ Rp°d 168.68'
1.3 20 0 ' RCD
TEMPORARY DIVERSION SWALE m \ I I► III I \
Not to scale I 1\ \ \I)� III III l I x41.32 Ong Piney Green Rd.
\ c N\ \ 11 1898.30 x41.43 W�
N81'3511„E/ 0 I CL U
�� IIIIII1111111 I 1 s .9� � ...
06
c,I RCD 371 / q Q Gj' 9o1J9
1 r
N16'22'12"E I I l l / I \ 25 � /����/ 0126
102.63' / < � 11 \ \� I\ I �J O Unexcavated Limits of I Z _ Not To Scaler
Wetlands \ 11//)II> / I \ �/ O buffer Excavation X40.93 / �) 234.14' /
Line �i\gr r elt 9yya �� 200' \\ Vicinity Sketch
...rock ndh�echkodam X e1 ^\
N01'43'08'E 9'18"W W.T. Humphrey, Inc.
130.62' I / ^ / X40.50 Permit \ j ( D.B. 2755, P 817
° Boundaryr 175.21' c 9
X41,26 ^ - 1 ` / 1-1 I V Residential MAPPING NOTES;
1 - 1 -1 I \J ` / \ �� Q RA Zone 1, ORIGINAL MINE AREA PROPERTY BOUNDARY BEARING AND DISTANCES
0.51 i I TAKEN FROM MAP TITLED DIVISI❑N MAP PROPERTY OF D❑NNIE
N45'23'39"W I Ion , , Area To 15
79.51' I / // I { I Limits of \ Unexcavated \ S5 8 W M❑RT❑N DATED JANUARY 18, 1984 SURVEYED BY J❑HN L. PIERCE.
Be Mined 5
Excavation ,� I Buffer OTHER MINE AREA BOUNDARY INFORMATION TAKEN FROM DEED BOOK 695,
9.28 Acres /\ t) ` �`-'j > PAGE 63 AND FROM D. B. 695, PG, 68 IN ❑NSL❑W COUNTY REGISTRY,
Morton Trucking, Inc. - \\ I I I I(/ / � > 1- ✓ 2, ORIGINAL MINE AREA T❑P❑GRAPHIC INFORMATION IS FROM TOPOGRAPHIC i
D.B. 1094, Pg. 778 / \I I / ° / v / l ( W.T. Humphrey, Inc.
\\ I I \ l ! 1 \- \ D.B. 2755, Pg. 817 SURVEYING BY PARKER AND ASS❑CIATES COMPLETED IN FEB. 2007.
Mining / II 11 L \ Residential 19t & FROM L I DAR DATA.
HB Zone � \` ` I I III 11\III I\ \ /\ �`-,= `I �\ / `- — � Existing
\) \
J \ II 11\\ Woodsline / 3 \v -\ I 0 RAcZone 4 Pavement 3, FLOOD LINES DRAWN FROM AN ELECTRONIC OVERLAY OF THE DIGITAL
(� I \\I\ \ \\ \ ) ) \ I I i 1 / FLOOD MAP CPN 370340 4398 J ( ❑NSL❑W COUNTY) EFFECTIVE NOV, 3, 2005.
Wetlands — /' \\ \\\ \\\\ \ \ I I ` ' `X4�9 , 1 ) �-�I ( '- -' ISF ` 4, WETLANDS SHOWN WERE DELINEATED BY NEEDHAM ENVIRONMENTAL, INC,
� I 50 Min. \\\ Permpnent � 1 \ p L 4 � �
ISF AND SURVEYED BY PARKER & ASS❑CIATES.
Undisturbed \ \\\ Dew e' X40,�3 / J '
\ 50' Min. - I
Buffer from \ kvp ( Se anent Undisturbed v— Install silt fence 1 1 / I u -� CONSTRUCTION SEQUENCE/MINE DEVELOPMENT PLAN:
p wetlands I 1 Pond / / 5 from buffer \ I I 1 I S8A'C51'37'"E
Flood Zone \ 1\ \\\ I Buffer from Temporary
\ \ I � � r• �' 1, N❑TIFY PARKER & ASS❑CIATES PRI❑R TO BEGINNING MINING OPERATION
`z \ \\ \ Wetlands r - Diversion 1 \ / / 1SO.86' 1 O
AE i \ \\ \ 13 ( \ looting \ ' 1 t / / \ / -- l �+ ❑F LAND DISTURBANCE,
N09'40'53"EbiD \\ J ^ - Swale \ \ �� \ \(- - J
221.80' �'I ) I I l I I` \ \\ ( Pu \ \ \ / \ / t'�(etlands \ \ l \ r-+ 2, INSTALL STABILIZED CONSTRUCTION ENTRANCE,
f _ 3, CLEAR GRUB AFFECTED AREAS,
� Permit I \\ \ / ,\ �_---I... \\ / Llne �- ^ -�
1 / D s ge into 20jF2�' / -� — 1 Fred M. & �
Boundary \ \I 1 �\ \\\ \ \ lin ,rip rra)Sr6nry \ / \//// / / % _ - _ S10 3'1 W \ argaret Co ' s
ri 4, INSTALL ALL SILT FENCES,
I Wetlands �\ \\\ \ \\\\ —�.�� - / \ f// I\ \^ \ \ \�- %//�/ 1 1 1 — 194` 2" \ B.221 .610 0 5, CONSTRUCT SWALES SEDIMENT PONDS AND ROCK CHECK DAMS.
N54'08'17"E \ \\ \ \ sir _ / =� _ _ \ , I I — \ dentist (� ,
58 78' Line I )� \ \ - / - ^ - J ,j mot- \ \ \ /RA RZove \ cCl 6, SEED, MULCH AND STABILIZE ALL DISTURBED AREAS AND SLOPES
/ y I I / \ 11�\ Axle \- \ / \ Z INCLUDING INSTALLATION OF TEMPORARY LINERS TO DITCHES AND SWALES,
�- J / a / �\ 7, CONSTRUCT HAUL ROAD AS PER HAUL ROAD DETAIL,
8, MINERAL OPERATION TO BEGIN AT WESTERN END OF PERMITTED
BOUNDARY W❑RKING TOWARDS EASTERN END OF PERMITTED BOUNDARY.
_ <j 9, PERFORM ❑NG❑ING MAINTENANCE AND REPAIR OF ALL ER❑SI❑N AND
N34'12'08"E / \ �� _ \ s- - /` �_ J I I ,/���� - Q \ r- \ \ �/ A(aproly SEDIMENT CONTROL MEASURES, PERMANENT AND TEMPORARY.
63.44' ` `N83'26�h"W I l With ranOch 10, ANY STOCKPILE OR OVERBURDEN AREAS SHALL HAVE STABILIZED
\ 9 5''(N S I DESL❑PES AS SHOWN ON PLANS,
58 4
\\ I\ 11. FOR ADDITIONAL CONSTRUCTION, MAINTENANCE AND OPERATION
, 1, \ f \ I INFORMATION AND REQUIREMENTS, SEE THE MINING PERMIT
8Sl NI =nv \ N \15 30 W- / \ -/ / \ \ \ \ \ \ o
Jl S� 'S6' / // /` \ l ISSUED BY THE DIVISI❑N OF LAND RESOURCES, LAND
I./ '- \ \ 106\24' 1\ ( j "\ \ \ \ \ I QUALITY SECTI❑N,
2r79 0�' III \ \\\ / — \ \ \ I f — / \ � LEGEND
// ,��.{�� .. / - \ 1 Line t.�1 I
/ S85'51i37 _/ �/l i ��^�_ L \ �. I �\\i ° \ l J e
S83'52'21"W S8169 75',.W 1t72.7f' \\ \ ��ii ice^���� I— ✓\ I I I 1 l & p N
/ 237.01' / ( / j, ' ISF - Iron Stake Found
/��, �� _���\ 'A �. Permit {� N IPF - Iron Pipe Found
/ \ \ n \ \ Marvin Leo & Boundary (j —.. ...— - Ditch
Gabriel Branch Bonnie Kellum
D.B.805, PG.726 - Wetlands
Leon W. & M.B.24, PG.49 R/W - Right of Way
Dorothy Kellum Farmland
x 36.88 - Existing Spot Elevation
D.B. 805, Pg. 723 RA Zone
M.B. 24, Pg. 49 sf - Silt Fence I
Wooded/Farmland
RCD - Rock Check Dam
RA Zone
ROCK CHECK DAM
EXISTING ROAD
' Category Affected Acreage
4, Tail ings a Imes x Ponds
3:1
3:1
R/W Stockpiles 0
1.0,
W Wastepiles 0
CHANNEL I-� 50' MIN.
111111- LENGTH Processing Area/Haul Roads 0.20f Ac.
TOP SEDIMENT POND
CONSTRUCTION
UCTION
ENTRANCE
CROSS SECTION VIEW PROFILEMine Excavation 9.28f
3' 12'
50' Undisturbed Buffer
B #67 STONE NOT TO SCALE 2:1 SLOPES FOR CLAYEY MATERIAL (SEE NOTE) From Wetlands 1.96t
3: 1 SLOPES FOR SANDY MATERIAL PLAN VIEW
TEMPORARY STABILIZED CONSTRUCTION ENTRANCE 25' Unexcavated Buffer
Not to scale
3, EXISTING GROUND 15' Unexcavated Buffer
7 Construction Specifications
A A /j\ � � � 1. Aggregate size - Use 2-3 inch washed stone Permit Boundary Acreage
2. Length - As effective, but not less than 50 feet.
3. Thickness - Not less than six (6) inches. Note: o a erml a Boundary acreage Inc u es au Road.
4. Width — Not less than full width of all points of
SPLASH TYPICAL CROSS— SECTION 0 F ingress or egress. Minimum of 12'.
APRON 1 1 2D 5. Install filter fabric under entire footprint of the construction entrance.
EARTHEN BERM DETAIL P
W = CHECK DAM WIDTH STOCKPILE OR OVERBURDEN AREAS 6. Washing — When necessary, wheels shall p cleaned to THIS DOCUMENT ORIGINALLY ISSUED AND
D= DEPTH OF CHANNEL NOT TO SCALE remove sediment prior r entrance onto public right—of— Tract Data
way. When washing is required, it shall be done on on SEALED BY RICHARD C. MUNI, PLS, L-3524,
AN L dm= MEDIAN DIAMETER OF STONE NOT TO SCALE area stabilized with crushed stone which drains into an ON 10-05-12. THIS MEDIA SHALL NOT BE Total Acreage ...........................23.5f Ac.
NOTE: approved sediment trap or sediment basin. All sediment
BOTTOM
B EARTHEN BERM IS TO BE LOCATED IN BUFFER ALONG shall be prevented from entering any storm drain, ditch, CONSIDERED A CERTIFIED DOCUMENT. Mining Acreage .........................9.28 Ac.
ADJACENT PROPERTY OWNER PROPERTY LINE. BERM TO or watercourse through use of sandbags, gravel, boards Zone R/A Zone
or other approve methods.
...........................................
BE PLANTED WITH SHRUBS TO CREATE A VISUAL SCREEN. 7. Maintenance - The entrance shall be maintained in a ExistingLand Use Wooded Farm Land
TOP OF PLAN VIEW condition which will prevent tracking or flowing of /
CHANNEL 6" 6" Q sediment onto public rights—of—way. This may require Proposed Land Use ...............Mining
CHANNEL TOP 12" periodic top dressing with additional stone as conditions Tax Map 1104, Parcels 44.3, 44.4 & 42.1
W = VARIES demand and repair and/or cleanout of any measures used to LIMITS OF
trap sediment. All sediment, spilled, dropped. washed or
tracked onto public rights—of—way must be removed EXCAVATI N
5' wide (CHANNEL) �1/2D BUFFER
weir
1/2 D 1 1 1 2D ' FLOW D Mine Special Use Site Plan
_r m dm QL 6' DITCH 6' SHOULDER 20' AS SHOWN 11 6' SHOULDER Q_ 6' DITCH NATURAL HALL OWN ROAD
�4" MIN MIN. / �� 2 S9.5B MIN. \\��� GROUND 1 "
CHANNEL #67 STONE 1 4 PER FT. MIN. �\ \�.\�.\
BOTTOM MINE
--.� 2: 1 OR LESS STEEP l
1" PER FOOT SLOPES IN CLAYEY SOILS White Oak Twp., Onslow Co., North Carolina
SECTION A—A SECTION B—B '—I�l ,i\i
3:, _ �'•� =1 I I; 3'1 3'.1$" C.A.B.G. W.R. WILLIS
COMPACTED SUBGRADE 3:1 OR LESS STEEP Owners: 123 Tiger Hill Drive
NOTE: GIVEN DIMENSIONS ARE MINIMUM UNLESS OTHERWISE SPECIFIED -I SLOPES IN SANDY SOILS Jacksonville, North Carolina 28546
BY THE ENGINEER FOR SITE SPECIFIC CONDITIONS. I—I I I—1 I I 611
(910) 347-3499
FORTIFIED ROCK CHECK DAM P DATE: 9/04/07 GRAPHIC SCALE:
NOT TO SCALE HAUL ROAD PAVING DETAIL TYPICAL CROSS—SECTION OF 0 50 100 1 =100 00 300
Rev. 10/05/12 TLC - Add Floating .Pump & revise sediment pond WITH ROAD CROSS SECTION MINE EXCAVATION SCALE: 111-1001
Rev. 02/12/10 TLC - Changed owner name. FEET
Rev. 11/13/09 KHW - Add 200' paved area NOT' TO SCALE S.T.B.C. OR A.B.C. NOT TO SCALE Rev. 02/27/08 TLC - Add Pond & Swale detail, Add Construction Sequence Notes Parker & Associates , Inc . sm� lfor
& Revised Affected Acreage. Consulting Engineers - Land Surveyors - Land Planners
Rev. 01/29/08 TLC - Revised Affected Acreage. FIELD BOOK:N/A P.O. Bog 976 - 28541-0976
DISK NAME: ACAD #2052
Rev. 12/20/07 TLC - Revised Affected Acreage & Tract Data. 306 New Bridge Street - 28540 t*
Rev. 12/5/07 TLC - Changed northern buffer, the unexcavated wetlands to undisturbed wetlands, FILENAME: Hal TLC
JOB NO.: S061218-4 oad-Mine.dwg 8-4272 Jacksonville, North Carolina
existing road to existing pavement & added an entrance detail Phone [phone] - Fax [phone]
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