20220411_Mine_Maps

a
ADJACENT PROPERTY OWNERS
PARCEL
OWNER
DEEDBOOK & PAGE
ZONING
A
CINDY D. HAWES
710/ 386
RIi
B
RUBY HAWES
710/ 1060
RI1
C
GILBERT H. MILLIGAN
657/ 799
RR
D
CYNTHIA M. BABSON
1237/ 585
RR
LOUISE CLEMMONS
2683/ 702
RR
MICHAEL W. MILLIGAN
581/ 995
RR
ASH
Ai
A
w
w
SR.
SITE
VICINITY MAP
NOT TO SCALE
JOHN D. WARD
P.O. BOX 229
SHALLOTTE, NC 28459
910-754-6453
TAX PARCEL # 1630001714
CURRENT BRUNSWICK COUNTY ZONING: RR
GENERAL NOTES: \
1, EXISTING ELEVATIONS BASED ON NAVD 88 DATA.
2. NO PROCESSING PLANTS WILL BE LOCATED ON THIS SITE.
3. ACCORDING TO FIRM PANEL #3720104800J, THIS SITE IS LOCATED IN FLOOD ZONE "X",
AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN.
4. MINE OPERATION WILL NOT INVOLVE WASHING OF MATERIAL MINED, RECYCLING
PROCESS WATER OR OTHER WASTE WATER HANDLING.
5. MINE OPERATION WILL NOT INVOLVE CRUSHING OR ANY OTHER AIR CONTAMINANT
EMISSIONS.
6. DUST CONTROL FROM STOCKPILES, HAUL ROADS, ETC., WILL BE HANDLED BY
WATER TRUCK.
7. THERE ARE NO PUBLIC PARKS, FOREST OR RECREATION AREA BORDERING THIS SITE.
8. NO EXPLOSIVES SHALL BE USED ON THIS SITE.
9. NORTH CAROLINA STATE EROSION CONTROL PERMIT #BRUNS-2008-395
DATE OF ISSUANCE: JUNE 18, 2008
10. NORTH CAROLINA STATE STORM WATER GENERAL PERMIT # SW8 080650
DATE OF ISSUANCE: AUGUST 15, 2008
COUNTRY ROAD
MINE ACREAGE DATA TABLE EROSION CONTROL NOTES PROJECT NARRATIVE Revisions
8-16-IO REVISED 11-26-08 REVISED PLANS
AFFECTED PLANS PER PER NCDENR COMMENTS
CATEGORY ACREAGE ac ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED TO COMPLIANCE WITH THE J.D. WARD MINE IS LOCATED IN ASH, NORTH CAROLINA ON NC HWY 130 COMMENTS BY DATED 10-10-08
( ) (WHITEVILLE ROAD NW), APPROXIMATELY 8 MILES FROM THE INTERSECTION OF NCDENR LAND 12-19-08 EXPAND PERMIT
THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973. US 17 (BYPASS) AND NC 130. THE TOTAL PERMIT AREA IS 11.50 ACRES. QUALITY BOUNDARY AND ADD
STOCKPILES 0.35 ADDITIONAL ADJACENT
ALL LAND DISTURBING ACTIVITY IS TO BE PLANNED AND CONDUCTED TO AN EXISTING SOIL ROAD WILL BE EXTENDED FOR MINING OPERATION ACCESS. PROPERTY OWNERS PER
WASTEPILES 0.16 LIMIT EXPOSURE TO THE SHORTEST FEASIBLE TIME. THE ACCESS ROAD WILL BE GRADED PERIODICALLY TO MAINTAIN THE ROAD NCDENR VERBAL
ALL DISTURBED AREAS SHALL BE STABILIZED BY THE ESTABLISHMENT OF A AND DURING PERIODS OF LOW MOISTURE, A WATER TRUCK WILL BE USED TO COMMENTS.
HAUL ROADS WITHIN MAINTAIN LOW LEVELS OF DUST. THE HAUL ROAD WILL BE STABILIZED WITH 10-29-09 REVISED PLANS
0.35 PERMANENT GROUND COVER. MARL AND LEFT IN PLACE AFTER COMPLETION OF MINING ACTIVITIES AS AN
TRACT BOUNDARY PER COMMENTS BY
HAUL ROADS OUTSIDE AS SOON AS ALL AREAS ARE PERMANENTLY STABILIZED, ALL PERMANENT ACCESS ROAD TO THE POND. NCDENR LAND QUALITY
j TRACT BOUNDARY 0.50 MEASURES HAVE BEEN INSTALLED, AND FINAL APPROVAL IS RECEIVED FROM SECTION.
THE OPERATION WILL NOT INVOLVE CRUSHING OR ANY OTHER AIR 1-28-10 REVISED PLANS
THE LAND QUALITY SECTION, THE TEMPORARY MEASURES MAY BE REMOVED.
O MINE EXCAVATION 5.21 CONTAMINANT EMISSIONS. PER COMMENTS BY
OVER THE LIFE OF THE PROJECT, THE CONTRACTOR SHALL MAKE PERIODIC NCDENR LAND QUALITY
OTHER DISTURBED EXCAVATION WILL INVOLVE NO BLASTING OR EXPLOSIVES. NO EXCAVATION SECTION.
1.36 INSPECTIONS TO EVALUATE THE SUCCESS IN CONTROLLING EROSION OF SOILS WILL OCCUR WITHIN 100 FEET OF AN EXISTING STRUCTURE. THERE WILL BE NO
TO OFF -SITE AREAS. IF AREAS ARE FOUND WHERE EROSION IS TAKING PLACE, NEED FOR WELL MONITORING SINCE WATER SERVICE TO ADJACENT PROPERTY PER 7 0 REVISED LA
AREA
Jt0 TOTAL DISTURBED 7.93 THE CONTRACTOR SHALL TAKE THE NECESSARY MEASURES TO REMEDY THE OWNERS IS PROVIDED BY BRUNSWICK COUNTY PUBLIC UTILITIES. COMMENTS Y
AREA SITUATION.
DRAINAGE PATTERNS AND EROSION CONTROL MEASURES ARE BASED ON FIELD IN THE EVENT THAT IT IS DOCUMENTED THAT THE MINING ACTIVITIES ON THIS
'0111INFORMATION OBTAINED DURING DESIGN. IF ACTUAL FIELD CONDITIONS PROPERTY ADVERSELY AFFECT ANY EXISTING WELLS, THE APPLICANT HAS
AGREED TO REPLACE THE AFFECTED WELLS WITH EQUIVALENT.
DIFFER FROM DESIGN CONDITIONS, A REVISED PLAN MAY BE REQUIRED.
2 A 25' UNDISTURBED BUFFER WILL BE MAINTAINED BETWEEN ANY MINING
ACTIVITY AND ANY PERMIT BOUNDARY. ACCESS TO THE MINE WILL BE
LEROY & THERESA SMITH \ KING CAROLINA BLOCKED BY A LOCKED CABLE ACROSS ENTRANCE ROAD. A MINIMUM 25' rn
W
Q� O DEEDBOOK 1222 ,PAGE 1120 / \ PROPERTIES, LLC DEEDBOOK 2837, PAGE 935
ZONE: RR NATURAL WOODED BUFFER WILL BE MAINTAINED BETWEEN MINING ACTIVITY
AND ADJACENT PROPERTY OWNERS WHICH WILL ALSO SERVE AS VISUAL
�y ZONE: RR SCREENING. 0 V) 000
�C,j� NO FILL SLOPES WILL BE CONSTRUCTED IN MINE AREA. v N t-U
AFTER COMPLETION OF MINING OPERATIONS, THE EXCAVATED AREA WILL BE 4 a p
MADISON \ \ RECLAIMED AS A STOCKED POND WITH BREAM AND BASS. ALL LAND NOT y
MLH, LLC / 20 173SFA C UNDER WATER WILL BE PERMANENTLY VEGETATED WITH GRASS. W vJ V w z
DEEDBOOK 2717, PAGE 1250 EXISTING TEMPORARY GRAVEL / A9 qe_
ZONE: RR CONSTRUCTION ENTRANCE \\ (,� ISl� THERE ART-, NO PUBLIC PARKS, FOREST OR RECREATION AREA BORDERING THIS G
EXISTING END PERMIT BOUNDARY AT 9pj l \ SITE. 1� N 9
JONATHAN L SMITH GRAVEL HAUL ROAD C 130 EDGE OF PAVEMENT / \ nI z 00 •�
DEEDBOOK 2717, PAGE 1245 I LIMITS OF N81°40'03"E /� \ FrC�I+ _
DISTURBANCE & 278.72 a
(� \\ / CONSTRUCTION SEQUENCE: O c w
i ZONE: RR TEMPORARY GRAVEL PERMIT BOUNDARY / �ry
CONSTRUCTION `b
ENTRANCE (SEE DETAIL) N08049'03"W N34°3413 E " Y \ / �� / ^ 1. OBTAIN MINING PERMIT FROM THE NORTH CAROLINA
265 .:::: OF wA / / EXISTING SOIL ROAD 60.38' �G 60 Rl- GE 155 \ 4 g� 4 DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR), r
R/W N87039'34"E
_ NE_WM_AN_SMITH RO_ - -
��--- - - - - - (PRIVATE ROAD)
S87°39'43"W -
926.01' (TOT.)
LEGEND
BRUNSWICK COUNTY PUBLIC WATER SERVICE
WM _
- - - - - X- - - - - X- TEMPORARY SILT FENCE
- - - - - - - - - LIMITS OF DISTURBANCE
LIMITS OF EXCAVATION
OEMTEMPORARY CONSTRUCTION ENTRANCE
55 PROPOSED CONTOURS
EXISTING SPOT ELEVATION
EXISTING BUFFER VEGETATION
PROPOSED BUFFER VEGETATION
NOTE:
1. BASE SURVEY INFORMATION TAKEN FROM A
SURVEY BY CHRISTOPHER D. STANLEY FOR
GEORGE T. MADISON DATED 5-08-2008
2. THE INITIAL PROPOSED LIMITS OF DISTURBANCE
WAS 7.89 ACRES. THE PROPOSED CURRENT LIMITS
OF DISTURBANCE IS 7.93 ACRES AND INCLUDES
GRAVEL ACCESS ROAD TO SITE FROM NC 130
ALONG NEWMAN SMITH ROAD TO MINE HAUL
ROAD.MINE EXCAVATION AREA HAS BEEN
REDUCED FROM 5.80 ACRES TO 5.21 ACRES.
S (SEE NOTE #5)
12" STAY SPACING
�1 TYP.
EXISTING 60 FOOT R/W EASEMENT
FOR INGRESS & EGRESS
MAP CABINET 50, PAGE 66
1
11' LIMITS OF
I DISTURBANCE &
PERMIT BOUNDARY
I I
EXISTING 20' SOIL
HAUL ROAD
I I
LIMITS OF
DISTURBANCE
I
II I
GEORGE T. MADISON N8601T34'
DEEDBOOK 2029, PAGE 975
ZONE: RR
TRACT & - --
PERMIT \
BOUNDARY
TEMPORARY
SILT FENCE -
(SEE DETAIL)
w
LIMITS OF
DISTURBANCE
25' BUFFER TO BE
UNDISTURBED
SCALE: "= 100,
I 501 100 200
STEEL POST
WASTE
PILE
0.16 AC
EX1S CABINET 18,FP \ / F���o4"q� / LAND QUALITY SECTION, AND REQUIRED BRUNSWICK COUNTY PERMITS.
2. INSTALL CONSTRUCTION ENTRANCE. SEEMAP EXISTING ASPHALT �\ / -Al �'t��ti0 / 3. INSTALL SILT FENCE. e1A
♦�/ LIMITS ROADWAY qk
DISTURBANCE & EXCAVATION
4 / 5. PERFORM ACTIVITIES AS SHOWN ON THE PLAN. W
PERMIT BOUNDARY ~ q�W O q�q 6. STABILIZE ALL DISTURBED AREAS WITH VEGETATION
�lL4�� CAPABLE OF WITHSTANDING EROSION.
a
GEORGE T. MADISON TEMPORARY LIMITS of
DEEDBOOK 2029, PAGE 975 SILT FENCE DISTURBANCE / y-4;, / �\
ZONE: RR (SEE DETAIL) / 9 NO \ \ \
PROPOSED 20SOIL LIMITS OF 25' BUFFER TO BE ADDITIONAL B FER �czQ 3q 10
'
TRACT & LL B ENHANCEMENT q / W
PERMIT HAUL ROAD PER EXCAVATION UNDISTURBED / TEMPORARY SEE SPECIAL NOTE) 4? 6 \
BOUNDARY RELOCATION WELL CHECK DAM
MATERUd_ ������� ��\\L
c STOCKPILE III111►111L1LII1\�1111111L\\►�.11�_L _=�-.--
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ILT FILTER FABRIC
MIN. 12-1/2 GA.
Lu
LIJ
- INTERMEDIATE WIRES
■I
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11
BOTTOM WIRE
•
.�``CL
SRI`,,
✓
25' BUFFER TO BE
UNDISTURBED
ANCHOR FABRIC SKIRT W/ MIN. 4"
co I LONG WIRE STAPLES @ 12"O.C.
iv I I NCDOT CLASS B EROSION
Ll CONTROLSTONE
FRONT VIEW 8"MIN. COMPACTED FILL OVER SKIRT* SIDE VIEW
8" TO 12" #57 STONE
NOTES: ON UPSTREAM FACE
1. INSTALL NEW SILT FENCES AS SHOWN ON DRAWING AND AT LOCATIONS NECESSARY TO ONTROL SILTATION OF ADJACENT AREAS.
2. WHERE STEEL POSTS ARE USED, POSTS SHALL BE 5' IN LENGTH AND BE OF THE SELF FA IENER ANGLE TYPE.
3. WOVEN WIRE FENCING, WHERE REQUIRED (SEE NOTE #6), SHALL CONFORM TO ASTM Al 5 FOR CLASS 3 GALVANIZING. FABRIC SHALL
OF 2" WIDE AND HAVE A MINIMUM OF 6 LINE WIRES WITH 12'STAY SPACI THE TOP AND BOTTOM WIRES SHALL BE FILTER A
BEAM INIMUM 3
10 GAUGE AND INTERMEDIATE WIRES SHALL BE 12-12 GAUGE.
4. FILTER FABRIC SHALL BE OF NYLON, POLYESTER, PROPYLENE OR ETHYLENE YARN WIT
MINIMUM STRENGTH OF 30 LBAIN. IN. AND
A MINIMUM OF 85% FILTERING EFFICIENCY. FABRIC SHALL CONTAIN ULTRAVIOLET INHIBI
DRS AND STABILIZERS.
5. IF FABRIC FILTER IS USED WITH A STRENGTH OF 60 LB.ILIN. IN, OR GREATER. AND THE Pi
ST SPACING (8) DOES NOT EXCEED 6, WOVEN
WIRE FENCING IS NOT REQUIRED. OTHERWISE, WOVEN WIRE FENCING IS REWIRED, AN
POST SPACING SHALL NOT EXCEED 6.
6. THE SLICING METHOD FOR INSTALLING THE FENCE IS ACCEPTABLE.
7. AT LEAST ONCE A MONTH AND AFTER EACH MAJBP STORM EVENT, THE CONTRACTOR I
O INSPECT THE SILT FENCES. ANY WASHOUTS
ARE TO BE CORRECTED AND WHEN SOIL ACCUMULATION REACHES ONE-HALF OF THE HEI
, THE COLLECTED MATERIALS ARE TO BE
REMOVED.
TEMPORARY SILT FE
E
NOT TO SCALE
(SEE DETAIL)o / /
958.80V
/ hb
_ -�, EXISTING VEGETATIVE $ p vv
_ W
_- '- CANAL DITCH/ / BUFFER �0�4�
p O /
z.w?hti .:< - WELL t 7ct TRACT d 4 Cj O�Z� / 4,
a y
� � a BOUNDARY p
/ �qy O �
TEMPORARY �wwX��
CHECK DAM
WELL (SEE DETAIL) / Ty
O �y
\ T BUFFER
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SPECIAL N T 1:
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s�
EXISTING VEGETATION TO BE ENHANCED TO PROVIDE
t�r
MIN. 25' BUFFER. AS RECOMMENDED BY LOCAL
p!
_ X _�- _. • \
----MYRTLES
LANDSCAPER, ADDITIONAL SCREENING USING WAX
O
1.5" CALIPER ON 10' CENTER SHALL BE
ADDED WITHIN THE BUFFER BETWEEN THE TOP BANK
►lam\ll
OF THE DITCH AND THE PROPOSED SILT FENCE ALONG
- - - - -
PARCELS A THI D IN ORDER TO ADEQUATELY SCREEN
EXISTING STILLING BASIN TO ALL MINING ACTIVITIES FROM EXISTING HOMES. THE O
GEORGE T. MADISON ADDITIONAL SCREENING WILL IMPROVE THE BUFFER
XISTING TEMPORARY REMAIN DURING MINING DEEDBOOK 2029, PAGE 975 FROM A CURRENT OPACITY OF 50 TO 60% TO A FINAL U
CANAL SILT FENCE LIMITS OF ACTIVITIES.
DITCH (SEE DETAIL) DISTURBANCE TOP OF BANK (SEE STILLING BASIN DETAIL) ZONE' RR OPACITY OF 90 TO 100%. U
LIMITS OF TRACT &
EXCAVATION PERMIT
BOUNDARY
PLUM CREEK I IMBI " "'T'"
DEEDBOOK 1510, PAC
DEEDBOOK 1345, PAG
ZONE: RR
?.'r
SECT19N A -A
TEMPORARY CHECK DAM
NOT TO SCALE
PLAN VIEW
NOTE:
WATER TABLE ELEVATION = 61'f
IV
2.5'
15" CPP
INV = 66.25
TO RECEIVE PUMP A
DISCHARGE LINE
I
I5-I3 DISCHARGE LINE
SECTION)g-j?
,4 -A
FL5 DECO
15" CPP% J l
INV = 66.25_
TO RECEIVE PUMP \
DISCHARGE LINE MINING
FIT
B
DEEP
RECEIVED
LAND QUALITY
MINING PROGRAM
OUTLET PIPE
15" CPP
_✓INV=64.50
M.,
O
z
I
Date: OCTOBER 1. 2008
Scale: P - 100'
Drawn By: CDS/RBL
Checked By: DRB/ACL
FB 18, PA IIIIefllt%p ,
THIS PLAN IS NOTASSUED FOR
:ONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL
t r;
MAL
150 _-
73ilAPI
/fir, t, 111111,1�•
SHEET I OF 3
1C
ECES PROJECT NO.0837
COORDINATE FILE: 0830

TOP OF 3:1
SIDE SLOPE TOP OF 3:1 SIDE SLOPE
ELEVATION VARIES
EXISTING GROUND ELEV.
3�
12'— ROTTOM OF POND �1�r 12'
VARIES —
SEE PLAN VIEW
RECLAMATION POND SECTION
NOT TO SCALE
EXISTING SOIL ROAD
N87039'34.'''E
RM
SMITH ROAD
-_NE— — -
- (PRIVATE ROAD)
S87°39'43"W
R, 926.01' (TOT.)
I
EXISTING 60 FOOT R/W EASEMENT
FOR INGRESS& EGRESS
MAP CABINET 50, PAGE 66
GEORGE T. MADISONJ
DEEDBOOK 2029, PAGE 975
LEGEND
BRUNSWICK COUNTY PUBLIC WATER SERVICE
WM
-----X-----X- TEMPORARY SILT FENCE
- - - - - - - - - LIMITS OF DISTURBANCE
LIMITS OF EXCAVATION
TEMPORARY CONSTRUCTION ENTRANCE
PROPOSED CONTOURS
EXISTING SPOT ELEVATION
NCDOT
^,• •, UNTRUE
=5.
a
SHALL NOT
ORIMPEDE
.Ow
11RAFI 600X
APPROVED
F?OUAL
RIP -RAP DISSIPATION PAD
NOT TO SCALE
TRACT
BOUNDARY
PULL SLOPES BACK TO
BLEND INTO EXISTING
TERRAIN, TYP.
VARIES- SEE PLAN VIEW
TEMPORARY GRAVEL
CONSTRUCTION
ENTRANCE (SEE DETAIL)
I
N08049'03"W
60.38'
II I
I
I I
EXISTING 20' SOIL
III HAUL ROAD
I
LIMITS OF
DISTURBANCE
I 25' BUFF
I� I
N96°1T34"E
TEMPORARY
�I
SILT FENCE
I'
(SEE DETAIL)
z 1 L
w �w II
�N I
LIMITS OF
DISTURBANCE
25' BUFFER TO BE
UNDISTURBED
PROPOSED PIER
NOTE:
BASE SURVEY INFORMATION TAKEN FROM A
SURVEY BY CHRISTOPHER D. STANLEY FOR
GEORGE T. MADISON DATED 5-08-2008
EROSION CONTROL NOTES
ALL CONSTRUCTION ACTIVITIES SHALL BE PERFORMED TO COMPLIANCE WITH
THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973.
ALL LAND DISTURBING ACTIVITY IS TO BE PLANNED AND CONDUCTED TO LIMIT
EXPOSURE TO THE SHORTEST FEASIBLE TIME.
ALL DISTURBED AREAS SHALL BE STABILIZED BY THE ESTABLISHMENT OF A
PERMANENT GROUND COVER.
AS SOON AS ALL AREAS ARE PERMANENTLY STABILIZED, ALL PERMANENT
MEASURES HAVE BEEN INSTALLED, AND FINAL APPROVAL IS RECEIVED FROM
THE LAND QUALITY SECTION, THE TEMPORARY MEASURES MAY BE REMOVED.
OVER THE LIFE OF THE PROJECT, THE CONTRACTOR SHALL MAKE PERIODIC
INSPECTIONS TO EVALUATE THE SUCCESS IN CONTROLLING EROSION OF SOILS
TO OFF -SITE AREAS. IF AREAS ARE FOUND WHERE EROSION IS TAKING PLACE,
THE CONTRACTOR SHALL TAKE THE NECESSARY MEASURES TO REMEDY THE
SITUATION.
DRAINAGE PATTERNS AND EROSION CONTROL MEASURES ARE BASED ON FIELD
INFORMATION OBTAINED DURING DESIGN. IF ACTUAL FIELD CONDITIONS
/ \ \ DIFFER FROM DESIGN CONDITIONS, A REVISED PLAN MAY BE REQUIRED.
EXISTING ASPHALT
ROADWAY / \
\ / / SPECIAL NOTES:
\ / / 1. POND SHALL BE STOCKED WITH BREAM AND BASS. ALL LAND NO
\ / UNDER WATER WILL BE PERMANENTLY VEGETATED WITH GRASS.
\ / 2. ALL BUFFERING SHOWN ON SHEET 1 (MINING PLAN) SHALL BE
N81°4U013"F \ / \ \ / RETAINED AS PART OF THE MINE RECLAMATION.
6MYRIG IT OF WAY \ CINDYD.*WES /
EX1gT�ICT 18 /
PAGE 155 \\ DEEDBOOK 710, PAGE 386 / \
SEE MAp \ / \
/
RUBY HAWES
DEEDBOOK 710, PAGE1060 / \
RIP -RAP /
DISSIPATION— GI ERT H. MILLIGAN
PAD DEEDBOOK 657, PAGE 799
PROPOSED 70 LF
PIER / MAC CABINET M, PAGE 339
18" DOUBLE WALLED / /
D GAZEBOI HDPE @ 1.85% SLOPE
CYNTHIQ M. BABSON /
Us� / DEEDBOOK1237, PAGE 585
25' BUFFER TO BE
TEMPORARY UNDISTURBED / ORARY / MAP CABINET U, PAGE 217
�
° CHECK DAM
� ELL
Bac._y�FeR (SEE DETAIL) LOUISE / 1
OK 26836 PIAOE 702 /
EXISTING /
O
CANAL DITCHDEEDB
/ /
a
TRACT /
INV. OUT = 63.0' a / / BOUNDARY MICHAEL W. MILLIGAN /
\ DEEDBOOK 581, PAGE 995/
�v ho TEMPORARY ZONE:RR
\ ^ O CHECK DAM
(SEE DETAIL)
Wo 1-L \
s BUFFER EXISTING STILLING BASIN TO BE
5 FILLED AND PIPES REMOVED
UPON COMPLETION OF MINING
iACTIVITIES j
' INV. OUT =
- - - -- X - • rs ° \
PROPOSED
GAZEBO — — —X x _ — — — —� — _ — — 2• �{ \
—X—_—
TRACT
BOUNDARY
AD
GEORGE T. MISON
DEEDBOOK 2029, PAGE 975
PROF
PROPOSED 20'
SOIL HAUL ROAD TOP OF SLOPE
PER RELOCATION
PROPOSED 100 LF —
S86 TEMPORARY 18" DOUBLE WALLED
XISTING SILT FENCE HDPE @ 0.6% SLOPE
CANAL DITCH (SEE DETAIL)
25' BUFFER TO BE TOP OF SLOPE TRACT LIMITS OF
UNDISTURBED BOUNDARY DISTURBANCE
PLUM CREEK TIMBERLANDS
DEEDBOOK 1510, PAGE 904
DEEDBOOK 1345, PAGE 1256
PID#16300007
SCALE: 1" =100'
1 50 100 200 300
OF BANK
— RI P-RAP
DISSIPATION
PAD
GEORGE T. MADISON
DEEDBOOK 2029, PAGE 975
ZONE: RR
SPECIAL NOTE:
EXISTING VEGETATION TO BE ENHANCED TO PROVIDE
MIN. 25' BUFFER. AS RECOMMENDED BY LOCAL
LANDSCAPER, ADDITIONAL SCREENING USING WAX
MYRTLES 1.5" CALIPER ON 10' CENTER SHALL BE
ADDED WITHIN THE BUFFER BETWEEN THE TOP BANK
OF THE DITCH AND THE PROPOSED SILT FENCE ALONG
PARCELS A THRU D IN ORDER TO ADEQUATELY SCREEN
ALL MINING ACTIVITIES FROM EXISTING HOMES. THE
ADDITIONAL SCREENING WILL IMPROVE THE BUFFER
FROM A CURRENT OPACITY OF 50 TO 60% TO A FINAL
OPACITY OF 90 TO 100%.
SEEDING SCHEDULE
1. ALL DISTURBED AREAS DUE TO CONSTRUCTION AND ANY SEVERELY ERODED AREAS SHALL BE STABILIZED WITH A
PERMANENT GRASS COVER. THE SEED SPECIES SHALL BE SELECTED BASED ON THE TYPE OF SOIL PRESENT, SEASONAL
CONDITIONS AND OTHER CONSIDERATIONS, AS AN ALTERNATIVE, THE CONTRACTOR MAY USE METHODS AND
SCHEDULES SHOWN BELOW; HOWEVER, IT IS RECOMMENDED THAT A SPECIALIST BE CONSULTED WITH ATTENTION
GIVEN TO SITE SPECIFIC CONDITIONS.
A. CULTIVATE AREA TO A DEPTH OF 5".
B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE.
C. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE.
D. SOW GRASS SEEDS AT THE FOLLOWING RATES:
DRY SOILS (APRIL -SEPTEMBER) WET SOILS (APRIL - SEPTEMBER)
KIND RATE PER ACRE KIND RATE PER ACRE
BERMUDA GRASS 30 LBS. BERMUDA GRASS 25 LBS.
CENTIPEDE GRASS 10 LBS: BAHIAGRASS 25 LBS.
BAHIAGRASS 30 LBS. CARPET GRASS 25 LBS
KOBE LESPEDEZA 20 LBS ANNUAL RYEGRASS OR
ANNUAL RYEGRASS OR GERMAN MILLET 25 LBS.
GERMAN MILLET 25 LBS.
E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE.
F. ANCHOR STRAW WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE
OF 300 GALLONS PER ACRE.
2. WHERE IT NOT POSSIBLE TO ESTABLISH A PERMANENT GRASS COVER IN A REASONABLY SHORT PERIOD OF TIME. DUE
TO SEASONAL CONSIDERATIONS, A TEMPORARY COVER SHALL BE ESTABLISHED, THE TEMPORARY SEED RATE PER
ACRE SHALL BE:
WINTER (SEPTEMBER - APRIL) SUMMER (MAY -AUGUST)
ANNUAL RYEGRASS 50 LBS. GERMAN MILLET 50 LBS.
TALL FESCUE 50 LBS.
TEMPORARY COVERS SHALL NOT ELIMINATE THE REQUIREMENT FOR PERMANENT GRASS COVER. WHERE THE SEASON
OR OTHER CONDITIONS ARE NOT SUITABLE FOR GROWING A TEMPORARY EROSION RESISTANT COVER, MULCH MAY BE
APPLIED: HOWEVER, MULCH USED ALONE SHALL NOT BE ALLOWED. A TEMPORARY OR
PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED AS SOON AS CONDITIONS ARE FAVORABLE.
3. TOPSOIL SHALL BE USED OVER UNFAVORABLE SOIL CONDITIONS FOR SUCCESSFUL ESTABLISHMENT OF VEGETATIVE COVER.
4, IRRIGATE AS NECESSARY TO OPTIMIZE PLANT GRQWTH.
Revisions
11-26-08 REVISED PLANS
PER NCDENR COMMENTS
DATED 10-10-08
10-29-09 REVISED PLANS
PER COMMENTS BY
NCDENR LAND QUALITY
SECTION.
7-30-10 REVISED PLANS
PER COMMENTS BY
NCDENR LAND QUALITY
SECTION.
8-16-10 REVISED PLANS
PER COMMENTS BY
NCDENR LAND QUALITY
SECTION.
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Date: OCTOBER 1. 2008
Scale: 1" = 100'
Drawn By: CDS/RBL'
Checked By: DRB/ACL
016,
,
THISAf8GIV1";Na4+UED FOR
:ONSTRUC'C*;IiY* UT AFFIXED
CORPORATE SEAL.
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SEAL �.
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SHEET 2 OF 3
ion
P.C.
ECES PROJECT NO.0837
COORDINATE FILE: 0830

EXISTING SOIL ROAD
N87039'34"E
\ R/VV — — -
- _NEWMAN SMITH ROAD— -- —
�
S87°39'43"W
R/W 926.01' (TOT.)
GEORGE T. MADISON
DEEDBOOK 2029, PAGE 975
LEGEND
❑ BRUNSWICK COUNTY PUBLIC WATER SERVICE
WM
EXISTING SPOT ELEVATION
• EXISTING REBAR OR IRON PIPE
EXISTING 60 FOOT R/W EASEMENT
FOR INGRESS & EGRESS
MAP CABINET 50, PAGE 66
TRACT
BOUNDARY
25' BUFFER
NOTE:
BASE SURVEY INFORMATION TAKEN FROM A
SURVEY BY CHRISTOPHER D. STANLEY FOR
GEORGE T. MADISON DATED 5-08-2008
t%
O / \
/ \
EXISTING AS HALT �
ROADWAY J %
EXISTING GRAVEL DRIVE
Ng E
219. 03"
278.
N08049'03"W -�434
60.38' 265 �1 \ CINDY D., AWES /
DEEDBOOK 710, PAGE 386 /
1T EXISTING 60' RIGHT-OF-WAY / /
SEE MAP CABINET 18, PAGE 155 �\ / RUBY HAWES
4—EXISTING DITCH
II�
EXISTING 20' SOIL
�I I HAUL ROAD
25' BUFF]
I N86017'34"E
II _/
IRA
BO
GEORGE T. MADISONJ
DEEDBOOK 2029, PAGE 975
AREA OF BUFFER
ENCROACHMENT TO�
BE REMEDIATED
EXISTING 20' SOIL
CT
UND:T HAUL ROAD TO
ARY BE RELOCATED
I I EXISTING
/ \ SPOIL PILE
z \ EXISTING\
o I STUMP
N I PILE
I
i ✓
I
M
DEEDBOOK 710, PA
1060 / \
/ GIIL��B/RT H. MILLIGAN
/ DEFAJBOOK 657, PAGE 799
/ MAP CABINET M, PAGE 339
CYNTHI M.BABSON\
DEEDBOOK 1237, PAGE 585 /
CA MAP BINET U, PAGE 217
O v / / /
owzLL 25' BUFFER \
LOUISE
�— — 0 / DEEDBOOK 2683, PO
EXISTING AE 702 /
-\ / /
t�CANAL DITCH/
/ >5 BUFFER e
s' I _ J/ / / / \ \ \ a /WELL tr BOUNDARY /
/ MICHAEL W. MILLIGAN
\ / DEEDBOOK 581, PAGE 995/
ZONE: RR /
EXISTING /
\ EXISTING AREA OF \+, CANAL
EXISTING \ EXCAVATION � \ /
SPOIL PILES \ \ (I 1/18/08) EXISTING \ \ "' 02s UFFE DITCH
\ 15" CPP \ C\\ E 25' BUFFER /
l \ /
\) EXISTING \ \ .\
STILLING--! =_ .
TRACT
BOUNDARY
DITCH
PLUM CREEK TIMBERLANDS
DEEDBOOK 1510, PAGE 904
DEEDBOOK 1345, PAGE 1256
PID#I6300007
25'BUFFER
15" CPP
s a
a
GEORGE T. MADISON
DEEDBOOK 2029, PAGE 975
ZONE: RR
SCALE: V = 100'
0 50 100 200 300
Revisions
11-26-08 ADDED THIS
SHEET TO REFLECT
CURRENT SITE
CONDITIONS
10-29-09 REVISED PLANS
PER COMMENTS BY
NCDENR LAND QUALITY
SECTION.
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Date: 11-26-08
Scale: I"= 100,
Drawn By: JBB
Checked By: DRB/ACL
% SEAL
THIS PLAT4714� kB%M IJED FOR
;ONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
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SHEET 3 OF 3
-awing shallnot be repproduce in ECES PROJECT NO.0837
or in part without wniten permission
Coast Engineering & Surveying, P.C.
COORDINATE FILE: 0830