20220902_Mine_Maps_77-01

APPENDIX A - DRAWINGS

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VULCAN MATERIALS COMPANY
RICHMOND COUNTY, NORTH CAROLINA
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USGS MAP
U.S.G.S. 7.5 MIN. TOPOGRAPHIC MAP,
KINGS CREEK, NC QUADRANGLE, DATED: 2019
REFERENCE
1. EXISTING SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION
PROVIDED BY VULCAN MATERIALS COMPANY, INC. ON JUNE
2022.
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Yates Hill
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AUGUST 31, 2022
SITE MAP SCALE IN FEET
BASE IMAGE FROM GOOGLE EARTH AERIAL
IMAGERY DATE 2022 0 1000 2000
1 " = 1,000'
OWNER/TEAM INFORMATION
CIVIL ENGINEER OWNER
CIVIL & ENVIRONMENTAL CONSULTANTS, INC. VULCAN MATERIALS COMPANY
3701 ARCO CORPORATE DRIVE, SUITE 400 11020 DAVID TAYLOR DRIVE, SUITE 400
CHARLOTTE, NORTH CAROLINA 28217 CHARLOTTE, NC 28262
PH: [phone] PH: 571-422-6401
FX: [phone] CONTACT: TONY JOHNSON
CONTACT: NATHAN BIVINS, P.E. EMAIL: JOHNSONTOOVMCMAIL.COM
EMAIL: NBIVINSOCECINC.COM
LIST OF DRAWINGS:
C000 COVER SHEET
C100 EXISTING SITE CONDITIONS
C101 PROPOSED CONDITIONS PLAN
C102 ADJACENT PROPERTIES MAP
C103 TIMBER CLEARING PLAN
C300 GRADING PLAN - PHASE 1
C400 RECLAMATION PLAN
C800 CONSTRUCTION DETAILS
BEFORE YOU D101
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REFERENCE
1. EXISTING SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION
PROVIDED BY VULCAN MATERIALS COMPANY, INC. ON JUNE
2022.
8/31/2022 SHEET NUMBER
SCALE IN FEET ��;AlVA',-
0 600 1,200 NORTH CAROLINA BOARD OF EXAMINERS FOR ci 00
ENGINEERS AND SURVEYORS LICENSE NO. C-3035

CATEGORY
CURRENT AFFECTED
ACREAGE
PROPOSED CHANGE TO
AFFECTED ACREAGE
TOTAL AFFECTED
ACREAGE
Tailings/Sediment Ponds
58.00
0.00
58.00
Stockpiles
54.90
0.00
158.00
Waste piles
158.00
0.00
54.90
Processing Areas/Haul Roads
63.30
0.00
63.30
Mine Excavations
194.20
36.00
230.20
Other (Please explain)
52.20
0.00
52.20
Total Affected Acreage
580.60
36.00
616.60
Total Permitted Acreage
1,467.22
0.00
1,467.22
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PROVIDED BY VULCAN MATERIALS COMPANY, INC. ON JUNE 0 600 1,200 NORTH CAROLINA BOARD OF EXAMINERS FOR
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ENGINEERS AND SURVEYORS LICENSE NO. C-3035
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SHEET NUMBER
C 101

Map ID
Parcel Number
Property Owner
Mailing Address
City
State
Zipcode
PRICE ROBERT N ET AL PRYCE
1
745300373901
151CLEARVIEW POINT DR
MT GILEAD
NC
27306
ANDREW L
2
745302566394
THOMAS CAROL T
168 TILLMAN RD
ROCKINGHAM
NC
28379
3
745302567557
THOMAS CAROL T
168 TILLMAN RD
ROCKINGHAM
NC
28379
4
745302568703
LINDSEY EDDIE JR & MARY EDITH
164 TILLMAN RD
ROCKINGHAM
NC
28379
5
745302578354
LASSITER MASON LEE
7408 LIMERICK DR
CHARLOTTE
NC
28270
2300 HICKORY CREEK DR APT
6
745302671328
TILLMAN LARRY D & PATRICIA
HENRICO
VA
23294
16
7
745302672359
WALL ANNIE
132 TILLMAN RD
ROCKINGHAM
NC
28379-7024
TERRY EDWARD & HAT -TIE
8
745302673359
128 TILLMAN RD
ROCKINGHAM
NC
28379
THOMAS
9
745302674359
SWEENEY ELIJAH JR & GENEVA
124 TILLMAN RD
ROCKINGHAM
NC
28379
10
Removed
Removed
Removed
Removed
Removed
Removed
11
745302684265
SWINNIE LEWANDA
703 ARMSTEAD ST
ROCKINGHAM
NC
28379-3770
SMITH DOROTHY S ET AL SMITH
12
745302688252
264 LASITER ROAD
ROCKINGHAM
NC
28379
CHRISTOPHER T SR
13
745302780206
ROBINSON PALISHA T
268 LASSITER RD
ROCKINGHAM
NC
28379
14
745302782397
DRAKE RUFUS
PO BOX 185
ROCKINGHAM
NC
28380
15
745302785346
DRAKE RUFUS
PO BOX 185
ROCKINGHAM
NC
28380
16
745302786240
MASON ALEXANDER
203 E TEMPLE AVE
ROCKINGHAM
NC
28379
17
745302787060
WALL FAIRLEY
365 SANDHILL RD
ROCKINGHAM
NC
28379
18
745302779707
WALL JOHN B
19
745302870616
MCINNIS THOMAS M
P O BOX 1331
ROCKINGHAM
NC
28380
20
745302871517
MCINNIS THOMAS M
P O BOX 1331
ROCKINGHAM
NC
28380
21
745302877641
SNYDER EDWARD & SANDRA
PO BOX 503
ROCKINGHAM
NC
28380
22
745302961831
SNYDER EDWARD & SANDRA
PO BOX 503
ROCKINGHAM
NC
28380
23
745302962348
BENOIST MICHAEL EVERETT
557 MIDWAY RD
ROCKINGHAM
NC
28379
24
745302967085
BENOIST MELISSA L & JOSEPH D
539 MIDWAY RD
ROCKINGHAM
NC
28379
25
745302956318
BENOIST KENNETH
563 MIDWAY RD
ROCKINGHAM
NC
28379-3517
26
745302956172
BENOIST BRUCE WAYNE
496 MIDWAY RD
ROCKINGHAM
NC
28379
27
745304942627
BRIGHT THOMAS NORRIS JR
405 LOVE LANE
ROCKINGHAM
NC
28379
28
745304940623
WEBB LINDA V
128 ROSALYN RD
ROCKINGHAM
NC
28379-8946
TATUM BETTY CiO JAMES
29
745304848533
8007 MOCCASIN TRAIL DR
RIVERVIEW
FL
33578.8854
SWINNIE
30
745304847611
HAMILTON HELEN E
6319 RAEFORD RD APT 46
FAYETTEVILLE
NC
28304-2836
31
745304846513
HAMILTON HELEN E
6319 RAEFORD RD APT 46
FAYETTEVILLE
NC
28304-2836
32
745304845419
EVANS ARNITRA
4401 SWEET WILLIAMS LN
WILSON
NC
27896
COLE LEOLA CIO CURELEY A
33
745304844405
2926 CAMBRIDGE ST
PHILADELPHIA
PA
19130
COLE
34
745304842483
EVANS ARNITRA
4401 SWEET WILLIAMS LN
WILSON
NC
27896
PINEY GROVE GALESTOWN
35
745304841433
PO BOX 2242
ROCKINGHAM
NC
28380
COMMUNIT
36
745304840439
INGRAM VERA EST
225 BRYAN CIRCLE DR
ROCKINGHAM
NC
28379
37
745304748241
DAVIS LESTER & MARY
201 GALESTOWN RD
ROCKINGHAM
NC
28379
38
745304739727
DAVIS PORTIA DAVIS
197 GALESTOWN RD
ROCKINGHAM
NC
28379
STEELE CURTIS CIO CORDELIA
39
745304830714
122 NORTHSIDE DR
ROCKINGHAM
NC
28379
STEELE
STEELE CURTIS C/O CORDELIA
40
745304831707
122 NORTHSIDE DR
ROCKINGHAM
NC
28379
STEELE
41
745304833712
STEELE CURTIS 11 & DONNA
193 GALESTOWN RD
ROCKINGHAM
NC
28379-7405
ROBERTS LEONARD C JR
42
745304833522
116 LAKE RD
ROCKINGHAM
NC
28379-7408
ROBERTS GWENDOLYN
43
745304736575
DAVIS LESTER & MARY
201 GALESTOWN RD
ROCKINGHAM
NC
28379
44
745304738355
RICHMOND COUNTY
1401 Fayetteville Road
ROCKINGHAM
NC
28379
MONTALVO RIGOBERTO R &
45
745304923630
153 LAKE RD
ROCKINGHAM
NC
28379-7409
LIZBEHT
46
745304823807
MCDONALD MARY FRANCES
140 LAKE RD
ROCKINGHAM
NC
28379
47
745304825817
MCDONALD ARCHIE T & MARY F
140 LAKE RD
ROCKINGHAM
NC
28379
48
745304824538
EZZELL KIMBERLY
158 LAKE RD
ROCKINGHAM
NC
28379
49
745304827306
THOMPSON JAMES F JR
157 NORTH ST
HAMLET
NC
28345
50
745304920113
LINTON TINA POSTON
157 NORTH ST
HAMLET
NC
28345
TUBBERVILLE JACQUELINE &
51
745304921010
330 LAKE RD
ROCKINGHAM
NC
28379
MURPH
TUBBERVILLE JACQUELINE &
52
745304911970
330 LAKE RD
ROCKINGHAM
NC
28379
MURPH
53
745304913813
TUBBERVILLE JACKIE
330 LAKE ROAD
ROCKINGHAM
NC
28379
54
745304914328
LOVE GEORGE III & PAULETTE W
213 FOX WOOD DR
HENDERSONVILLE
NC
28791
55
745304915150
EWING AUDREY
350LAKE RD
ROCKINGHAM
NC
28379
YATES JOHN THOMAS & MONICA
56
745304906776
216 BEANE RUN
ROCKINGHAM
NC
28379
D
57
746201096722
ROBINSON WENDELL H
229 W 29TH ST
NORFOLK
VA
23504
58
746201096722
ROBINSON WENDELL H
229 W 29TH ST
NORFOLK
VA
23504
JOHNSON JAMES O JR C/O JAMES
59
746201097044
8910 BLUFFWOOD LN
FORT WASHINGTON
MD
20744
O JOHNSON III
60
746201087401
CITY OF ROCKINGHAM
514 Rockingham Road
ROCKINGHAM
NC
28379
MOSS WILLIE GARRETT C/O
61
746201168846
316 OLD CHERAW HWY
ROCKINGHAM
NC
28379-5528
DENISE MOSS SMITH
62
745202775253
MELTON HARVEY E & RITA H
215 CLEARFIELD DR
ROCKINGHAM
NC
28379
MWF IV 4-STATES, LLC ATTN: MR.
63
745201387444
654 N STATE ST
JACKSON
MS
39202-3303
BOB LYLE
MWF IV 4-STATES, LLC ATTN: MR.
64
745201387444
654 N STATE ST
JACKSON
MS
39202-3303
BOB LYLE
65
745201296800
ESTRIDGE PRESTON R
4918 LIGHTWOOD RD
BENNETTSVILLE
SC
29512
66
745300200252
LOCKHART SHEVONNE MICHELLE
211 E TEMPLE AVE
ROCKINGHAM
NC
28379-2433
67
745300109172
CROOM WILLIAM D & FRANKIE
178 SMOKEY HOLLOW RD
ROCKINGHAM
NC
28379
HANNAH DARLENE M & WHITLEY
68
745201198745
514 GALESTOWN RD
ROCKINGHAM
NC
28379
ELLEN L
STEELE WILLIE V EST C/O LINDA
70
745201193563
20824 BOTSFORD DR
FARMINGTON HILLS
MI
48336
DENISE JONES
71
745300008049
ROGERS STEPHEN C & GLENDA
PO BOX 922
ROCKINGHAM
NC
28360
MEGGS JOEL LLOYD C/O TINA
72
745300008289
476 ZION CHURCH RD
ROCKINGHAM
NC
28379
MEGGS FAIRCLOTH
ELLERBE LACY C/O JEFFREY S
73
745201096861
1917 N 20TH ST
RICHMOND
VA
23223
ELLERBE
74
745201097430
EDDINS JOYCE M
PO BOX 107
BURLINGTON
NC
27216-0107
75
745201093810
COWARD JIMMIE III
564 ZION CH RD
ROCKINGHAM
NC
28379
76
745201093572
ELLERBE RICK
582 ZION CHURCH RD
ROCKINGHAM
NC
28379-7036
77
745201091406
BUTLER LARRY E & RHONDA
212 BUTLER CIRCLE
ROCKINGHAM
NC
28379
78
745201091750
BUTLER LARRY E & RHONDA
212 BUTLER CIRCLE
ROCKINGHAM
NC
28379
CAMPOS LORENZA GONZALEZ
79
745201091749
1009 CLARK ST
WINGATE
NC
28174-8216
LOPEZ DAVID CASTRO
CAMPOSLORENZA GONZALEZ
80
744202999863
1009 CLARK ST
WINGATE
NC
28174-8216
LOPEZ DAVID CASTRO
81
744202998825
HELMS AARON & NELLIE
201 BUTLER CIRCLE
ROCKINGHAM
INC
28379
BUTLER STEVE RANDALL &
82
744202995886
PO BOX 251
CORDOVA
NC
28330
CATHY
83
744202889436
JORDAN THREE LLC
P O BOX 98
MT GILEAD
NC
27306
84
744202864774
JORDAN THREE LLC
P O BOX 98
MT GILEAD
NC
27306
85
744300711410
DOE INC
6300 N OCEAN BLVD
MYRTLE BEACH
SC
29572
86
745300002781
ROBINSON RICHARD T JR
PO BOX 158
CORDOVA
NC
28330
87
744300711410
DOE INC
6300 N OCEAN BLVD
MYRTLE BEACH
SC
29572
88
745300026227
KUBIAK WILLIAM C & DORIS
459 ZION CHURCH RD
ROCKINGHAM
NC
28379
WILLINGHAM MALCOLM C &
89
745300036295
PO BOX 517
ROCKINGHAM
NC
28380
JOHNNY
90
745300032427
WATTS MICHAEL P & KIMBERLY
433 ZION CHURCH RD
ROCKINGHAM
NC
28379
91
745300046029
ROBINSON RICHARD T JR
PO BOX 158
CORDOVA
NC
28330
PLEASANT HILL AME ZION CH
92
745300131366
105 LAKE ROAD
ROCKINGHAM
NC
28379
TRUS
RUFFIN JUDIE R C/O HENRY
93
745300137578
2839 BYNUM FARM RD
PINETOPS
INC
27864
DANCY
LILLY HUMPHREY EST C/O
93A
745300147018
4612 BRENDA COURT
CHARLOTTE
NC
28269
CAROLYN LILLY NELSON
RUFFIN JUDIE R C/O HENRY
94
745300231385
2839 BYNUM FARM RD
PINETOPS
NC
27864
DANCY
GALES ANDREW EST JIMMIE
95
745300242032
8973 JAMES B WHITE HWY
WHITEVILLE
NC
28472
MCGILL
96
745300246114
WILLIAMS LILLY M
1504 KINGSTON PLACE
THOMASVILLE
NC
27360
MCINNIS MICHAEL E TRUSTEE
97
745300340323
P O BOX 1733
ROCKINGHAM
NC
28380
FOR THE NANCY MCINNIS TRUST
98
745300344520
WILLIAMS LILLY M
1504 KINGSTON PLACE
THOMASVILLE
NC
27360
99
745300346678
HOLT STERLIN M JR
709 W HOLT ST
MEBANE
NC
27302
REDDICK WALTER EST C/O
100
745300349723
PO BOX 1392
CARY
NC
27512
BRENDA WALKER
NICHOLS WILLIAM C JR &
101
745300253747
251 ZION CHURCH RD
ROCKINGHAM
NC
28379
DEBORAH
102
745300363782
MOORE ALBERT E JR
203 MARLBORO ST
HAMLET
NC
28345
REFERENCE
1. EXISTING SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION
PROVIDED BY VULCAN MATERIALS COMPANY, INC. ON JUNE
2022.
LEGEND:
EXISTING
MINE PERMIT AREA
- - EXISTING
150' ZONING UNDISTURBED BUFFER
- - EXISTING
25' NCDEQ UNDISTURBED BUFFER
300- EXISTING
INDEX CONTOUR
- - - - - - - EXISTING
INTERMEDIATE CONTOUR
- EXISTING
STREAM
- EXISTING
50' STREAM BUFFER
EXISTING
DITCH FLOW LINE
EXISTING
UNPAVED ROAD
PROPOSED
LIMITS OF DISTURBANCE
PIT LIMIT
SCALE IN FEET
MEMO
0 700 1,400
BEFORE YOU DI01
CALL 1-800-632-4949
N.C. ONE -CALL
CENTER IT'S THE LAW1
CAR��'''�,
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SEAL.
s 939114 .
lo 8/31/2022 !
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NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO. C-3035
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SHEET NUMBER
C102

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REFERENCE
1. EXISTING SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION
PROVIDED BY VULCAN MATERIALS COMPANY, INC. ON JUNE
2022.
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SHEET NUMBER
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ROCKINGHAM QUARRY
RICNMOND COUNTY
REVEGETATIGN PLAN
SPRING -FALL -WINTER SEED MIXES
SPII.G RATE MARCH - JUNE
Ry. grele
11-20 !be. Far tern
T.I Fm- _
10-60 IbL ye .en
Seek- L.%)"— I.miB-0 oe
13-20 11w p.r as:.
Whir. - Rd Cbws (rieb in W-0
8-14 lb.. per .:n
Ha" Commas arch Gem
+ M d. p.r'.se.
at Weeping Law Gem
1-4 Iba p.r aen
FALL RATE 'MID) AUGUST - OCTOSER
Ry. gn3.
30 r a par un
T.I 1—
SO lb.. p.r .en
S.r)s.a Lmep.-ea (U.— ilied)
40 lb& per wte
WBNTER RAT[ NOVEMBER - FEBRUARY
-
Ry. 5ra1e
30 Ib.. pee aen
UW.H.d b.—W. 1—
10 Ib.. p.e .en
U.—stud 5.6s.e I. — ma
30 1b.. p., .e:e
Tall Finae
50 lb.. p•r ace.
APPROVED SEED MIX
3 STRANDS OF 4 PT.
BARBED WIRE
5' DIA.
WOOD POST i
lU CMPX�
4e
M
TEMPORARY BARBED WIRE FENCE
DETAIL
2.875' O.D. 3 STRANDS OF BARBED
TERMINAL POST WIRE FENCE
2.375" O.D. LINE
BRACE POST
RAIL
TIE ROD
WITH
BUCKLE
4--- —12" I` 9"
3
THE FENCE SHALL BE LOCATED AS INDICATED ON THE PLANS AND SHALL BE COMPLETE INCLUDING POSTS
SET IN CONCRETE, FENCE FABRIC, BRACES, INSTALLATION AND ALL OTHER INCIDENTALS NECESSARY TO
ITS CONSTRUCTION. THE COMPLETE FENCE SHALL CONFORM TO THE CHAINLINK FENCE MANUFACTURERS
NSTITUTE'S INDUSTRIAL STEEL SPECIFICATIONS FOR THE FENCE POSTS, GATES, AND ACCESSORIES, AND
NCDOT STANDARD 866.01.
POSTS GATE FRAMES BRACES RAILS STRETCHER BARS AND TRUSS RODS SHALL BE OF HIGH CARBON
STEEL, AND GATE HINGES, POST CAPS, BARBED WIRE SUPPORTING ARMS, STRETCHER BAR BANDS, AND
OTHER PARTS SHALL BE OF STEEL, MALLEABLE IRON, DUCTILE IRON OR EQUAL EXCEPT THAT THE TIES
AND CLIPS MAY BE ALUMINUM.
FENCE SHALL BE SIX FEET (6') IN HEIGHT, COMPOSED OF CHAINLINK FABRIC, WOVEN FROM GOOD
COMMERCIAL QUALITY No. 9 GAUGE STEEL WIRE CAPABLE OF WITHSTANDING A BREAKING LOAD OF 2,170
LBS. THE FABRIC SHALL BE WOVEN 2"X2" MESH AND ZINC COATED, AS HEREINBEFORE SPECIFIED AFTER
FABRICATION. THE ZINC COATING SHALL BE APPLIED IN A CONTINUOUS PROCESS AND SHALL NOT BE
APPLIED TO THE FABRIC IN ROLL FORM.
NOTE: ROLL FORMED LINE POST MAY BE DRIVEN TO A MINIMUM OF T-0" IN LIEU OF CONCRETE ANCHOR
UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
STANDARD CHAIN LINK FENCE
REFERENCE
1. EXISTING SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION
PROVIDED BY VULCAN MATERIALS COMPANY, INC. ON JUNE
2022.
AT THE TIME THAT AN ACTIVE FACE
BECOMES A DEAD WALL, INFORMATION
WILL BE SUPPLIED IN SUPPORT OF
THE DETERMINATION OF FINAL SLOPES
FOR UNCONSOLIDATED MATERIAL.
SAFETY BENCHES
1I~ 2/ 0 TYP. 20' TYP.
8-I20
TYP.
80' TYP. ,
30' TIP,
80' TIP.
30' TIP.
TYPICAL PIT CROSS SECTION
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30G- EXISTING INDEX CONTOUR
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OUTFACE
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b
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8/31 /2022 !
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NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO. C-3035
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SHEET NUMBER
C400

ROLLED EROSION CONTROL MATTING
AS PER SPECIFICATIONS
5' S'
(MIN.
EDGES SHALL BE TAPERED OUT
TOWARDS ROAD TO PREVENT
TRACKING OF MUD ON THE EDGES
�8.SD MAN
12-INCH M
AVERAGE STONE DIAMETER OF
2 TO 3-INCHES WITH A
6-INCH MINIMUM DEPTH
UNDERLYING NON -WOVEN
GEOTEXTILE FABRIC
NOTES: INSPECTION & MAINTENANCE:
1. STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED 1. THE KEY TO FUNCTIONAL CONSTRUCTION ENTRANCES IS WEEKLY
AT ALL POINTS WHERE TRAFFIC WILL EGRESS/INGRESS A INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR SEDIMENT
CONSTRUCTION SITE ONTO A PUBLIC ROAD OR ANY REMOVAL.
IMPERVIOUS SURFACES, SUCH AS PARKING LOTS.
2. REGULAR INSPECTIONS OF CONSTRUCTION ENTRANCES SHALL BE
2. INSTALL A NON -WOVEN GEOTEXTILE FABRIC PRIOR TO CONDUCTED ONCE EVERY CALENDAR WEEK AND, AS RECOMMENDED,
PLACING ANY STONE. WITHIN 24-HOURS AFTER EACH RAINFALL EVEN THAT PRODUCES
3. INSTALL A CULVERT PIPE ACROSS THE ENTRANCE WHEN 1/2-INCH OR MORE OF PRECIPITATION.
NEEDED TO PROVIDE POSITIVE DRAINAGE. 3. DURING REGULAR INSPECTIONS, CHECK FOR MUD AND SEDIMENT
4. THE ENTRANCE SHALL CONSIST OF 2-INCH TO 3-INCH D50 BUILDUP AND PAD INTEGRITY. INSPECTION FREQUENCIES MAY NEED
STONE PLACED AT A MINIMUM DEPTH OF 6-INCHES. TO BE MORE FREQUENT DURING LONG PERIODS OF WET WEATHER.
5. MINIMUM DIMENSIONS OF THE ENTRANCE SHALL BE 4. RESHAPE THE STONE PAD AS NECESSARY FOR DRAINAGE AND
12-FEET WIDE BY 50-FEET LONG, AND MAY BE MODIFIED RUNOFF CONTROL.
AS NECESSARY TO ACCOMMODATE SITE CONSTRAINTS. 5. WASH OR REPLACE STONES AS NEEDED AND AS DIRECTED BY SITE
6. THE EDGES OF THE ENTRANCE SHALL BE TAPERED OUT INSPECTOR. THE STONE IN THE ENTRANCE SHOULD BE WASHED OR
TOWARDS THE ROAD TO PREVENT TRACKING AT THE EDGE REPLACED WHENEVER THE ENTRANCE FAILS TO REDUCE THE AMOUNT
OF THE ENTRANCE. OF MUD BEING CARRIED OFF -SITE BY VEHICLES. FREQUENT WASHING
WILL EXTEND THE USEFUL LIFE OF STONE PAD.
7. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE 6. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED
STONE PAD TO A SEDIMENT TRAP OR BASIN OR OTHER ONTO ADJACENT IMPERVIOUS SURFACES BY BRUSHING OR SWEEPING.
SEDIMENT TRAPPING STRUCTURE. FLUSHING SHOULD ONLY BE USED WHEN THE WATER CAN BE
8. LIMESTONE MAY NOT BE USED FOR THE STONE PAD. DISCHARGED TO A SEDIMENT TRAP OR BASIN.
9. REFERENCE NCDEQ EROSION AND SEDIMENT CONTROL 7. DURING MAINTENANCE ACTIVITIES, ANY BROKEN PAVEMENT SHOULD
PLANNING AND DESIGN MANUAL, SECTION 6.06. BE REPAIRED IMMEDIATELY.
8. CONSTRUCTION ENTRANCES SHOULD BE REMOVED AFTER THE SITE
HAS REACHED FINAL STABILIZATION. PERMANENT VEGETATION SHOULD
REPLACE AREAS FROM WHICH CONSTRUCTION ENTRANCES HAVE BEEN
REMOVED, UNLESS AREA WILL BE CONVERTED TO AN IMPERVIOUS
SURFACE TO SERVE POST -CONSTRUCTION.
TEMPORARY CONSTRUCTION ENTRANCE
N
NOT TO SCALE
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
(MIN. 14 GAUGE 6"X6" WIRE)
6' MAX EXTRA STRENGTH FABRIC WITHOUT
WIRE FENCE
STEEL
POST
WIRE SECTION VIEW
FENCE
FILTER
FABRIC
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
4" MIN
UPSLOPE
(DISTURBED EA)
SLOPE
SLOPE
LENGTH (FT)
MAX. AREA
(SQFT)
<2%
100
10,000
2 TO 5%
75
7,500
5 TO 10%
50
5,000
10 TO 20%
1 25
1 2,500
>20%
1 15
1 1,500
4 TEMPORARY SILT FENCE
C800 NOT TO SCALE
REFERENCE
1. EXISTING SITE BOUNDARY AND TOPOGRAPHICAL INFORMATION
PROVIDED BY VULCAN MATERIALS COMPANY, INC. ON JUNE
2022.
EXISTING
GROUND
L�
NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
2. FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER.
4. REFERENCE NCDEQ EROSION AND
SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL, SECTION 6.62.
POST
STANDARD HARDWARE
CLOTH - EXTEND 12"
BELOW GRADE
GROUND
EROSION CONTROL MATTING INSTALLATION:
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS
(RECPS), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND
SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A 6"(15CM)
DEEP X 6"(15CM) WIDE TRENCH WITH APPROXIMATELY 12" (30CM) OF RECPS
EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE
RECPS WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30CM) APART IN
THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING
12"(30CM) PORTION OF RECPS BACK OVER THE SEED AND COMPACTED SOIL.
SECURE RECPS OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES
SPACED APPROXIMATELY 12"(30CM) APART ACROSS THE WIDTH OF THE RECPS.
3. ROLL THE RECPS (A) DOWN OR (B) HORIZONTALLY ACROSS THE SLOPE. RECPS
WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECPS
MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN
APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
4. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXIMATELY 2" -
5" (5-12.5CM) OVERLAP DEPENDING ON THE RECPS TYPE.
5. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST BE END OVER END
(SHINGLE STYLE) WITH AN APPROXIMATE 3"(7.5CM) OVERLAP. STAPLE THROUGH
OVERLAPPED AREA, APPROXIMATELY 12"(30CM) APART ACROSS ENTIRE RECPS
WIDTH.
NOTES:
1. IN LOOSE SOIL CONDITIONS, THE USE
OF STAPLE OR STAKE LENGTHS
GREATER THAN 6"(15CM) MAY BE
NECESSARY TO PROPERLY SECURE THE
RECP'S.
2. ALL SLOPES WITH SLOPE
GREATER THAN 3:1 THAT
CONSTRUCTION ACTIVITIES
HAVE PERMANENTLY OR
TEMPORARILY CEASED SHALL
BE STABILIZED WITH
SHORT-TERM
BIODEGRADABLE
DOUBLE -NET STRAW
BLANKET MATTING PER.
3. REFERENCE NCDEQ EROSION
AND SEDIMENT CONTROL
PLANNING AND DESIGN
MANUAL, SECTION 6.17.
RIP RAP FACED WITH #57 WASHED
STONE - 6" THK MIN.
NOTE: CARRY RIP -RAP THOUGH TO BREAK IN BERM
co TO BREAK INBERM
N
OPTIONAL 5' X 10' X 2' DEEP
SEDIMENT PIT
"-EXCAVATE 8"X12" TRENCH UPSLOPE ALONG LINE
OF POSTS EXTEND HARDWARE CLOTH INTO TRENCH,
SECTION BACKFILL TRENCH AND COMPACT SOIL
8'-0" MAX
ADDITIONAL HORIZONTAL
4'
BRACE OPENING
I O.0 ,
LI ATTACH HARDWARE CLOTH TO
LJ STANDARD HARDWAPOST SECURELY WITH TIES
RE
ZV
CLOTH - EXTEND 12" SILT FENCE OUTLET TO BE
BELOW GRADE LOCATED AT LOWPOINT IN
NOTES: ELEVATION SILT FENCE OR AS SPECIFIED
1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND DAILY
DURING PROLONGED RAINFALL. REPAIR SHALL BE MADE AS NECESSARY.
2. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS
REACH APPROXIMATELY 1 /3 HEIGHT OF BARRIER.
4. SILT FENCE OUTLETS SHALL BE LOCATED AT LOW POINTS IN CONTINUOUS RUN OF SILT.
5 TEMPORARY SILT FENCE OUTLET
C800 NOT TO SCALE
12"
1 � o
VARIES � 1
VARIES
STORMWATER DITCH SCHEDULE
NAME
D (FT)
W (FT)
LINING
SIDESLOPE
MIN. SLOPE
PERIMETER DITCH
2.5
0
SC 250
2:1
1.00%
STORMWATER DIVERSION DITCH - INSPECTION AND
MAINTENANCE
1. FERTILIZE SEEDED AREAS, RESEED, AND APPLY STRAW COVER
ACCORDING TO SPECIFICATIONS.
2. REPAIR DIVERSION DITCH AS NECESSARY TO MAINTAIN A BARRIER AND
PROVIDE ADEQUATE STORM WATER FLOW. PROMPTLY REMOVE ERODED
SOIL DEPOSITS FROM ROADWAYS, DITCHES, AND WATER COURSES.
3. INSPECT TEMPORARY DITCHES WEEKLY AND AFTER SIGNIFICANT (� INCH
OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR
BELOW RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN
DISLODGED.
3 STORMWATER DITCH
C800 NOT TO SCALE
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2 EROSION CONTROL MATTING
C800 NOT TO SCALE 0
1.5'
F
12" OF NCDOT #5 OR #57
WASHED STONE
FLOW _
CLASS B RIPRAP
DOZER TREADS CREATE
CLEAT IMPRINTS PARALLEL
TO THE SLOPE CONTOUR
DOWNSTREAM VIEW
1.5'
r
CROSS-SECTION
SHOULD BE SEEDED AND STABILIZED
IMMEDIATELY.
CLASS B RIPRAP
TRACKING NOTES:
1. TRACKING IS DEFINED AS DRIVING TRACKED MACHINERY UP AND DOWN SLOPES,
LEAVING THE CLEAT IMPRINTS PARALLEL TO THE SLOPE CONTOUR.
2. PERFORM TRACKING AS SOON AS POSSIBLE AFTER THE VEGETATION HAS BEEN
REMOVED FROM THE SLOPE. USE TRACKING WITH TEMPORARY SEEDING AND
TEMPORARY MULCHING TO STABILIZE AN AREA. PERFORM TRACKING IMMEDIATELY
AFTER GRADING ACTIVITIES HAVE CEASED (TEMPORARILY OR PERMANENTLY) IN AN
AREA.
8 SLOPE TRACKING
C800
1.5'
0
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SCALE IN FEET
0 60 120
BEFORE YOU DIQI
CALL 1-800-632-4949
N.C. ONE -CALL
CENTER m8 THE LAWI
SEAL. S
s 939114 .
lo 8/31 /2022 !
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NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO. C-3035
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SHEET NUMBER
C800