20221213_Mine_Maps

APPENDIX A

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ROCKINGHAM QUARRY PHASE 2
VULCAN MATERIALS COMPANY
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RICHMOND COUNTY , NORTH CAROLINA &do
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DECEMBER 9 2022
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OWNER/TEAM INFORMATION
NORTH 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
CONTACT: TONY JOHNSON
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CONTACT: NATHAN BIVINS, P.E. EMAIL: JOHNSONTOOVMCMAILCOM
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NOTES LAYOUT NOTES EROSION CONTROL NOTES
1. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE AND ILLUSTRATIVE IN NATURE. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR 1. THE CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND INVERTS IN THE FIELD AND REPORT ANY 1. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED BY
TO BIDDING ON THIS PROJECT. IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK. GOVERNING AUTHORITIES. PLACARD TO BE PLACED AT JOBSITE ENTRANCE.
FROM THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
2. NO LAND CLEARING OR GRADING SHALL BEGIN UNTIL ALL PERIMETER EROSION AND SEDIMENT CONTROL MEASURES
2. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, INCLUDING IRRIGATION LINES.
2. EXISTING SITE INFORMATION TOPOGRAPHIC SURVEY / BATHOMETRIC SURVEY PROVIDED BY VULCAN MATERIALS HAVE BEEN INSTALLED.
COMPANY ON JUNE 22, 2022. CIVIL & ENVIRONMENTAL CONSULTANTS, INC. IS NOT RESPONSIBLE FOR THE TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. RELOCATE EXISTING UTILITIES AS INDICATED, OR AS
ACCURACY OR COMPLETENESS OF THE INFORMATION SHOWN. NECESSARY FOR CONSTRUCTION.
3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY
3. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES (INCLUDING THOSE LABELED 3. THE CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN IN ACCORDANCE WITH THE SPECIFICATIONS. PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL
PER RECORD DATA) PRIOR TO THE BEGINNING OF CONSTRUCTION OR EARTH MOVING OPERATIONS. INFORM MEASURES SHALL BE INSTALLED BY THE CONTRACTOR IF DEEMED NECESSARY BY ON SITE INSPECTION.
ENGINEER OF ANY CONFLICTS DETRIMENTAL TO THE DESIGN INTENT. 4. THIS SITE LAYOUT IS SPECIFIC TO THE APPROVALS NECESSARY FOR THE CONSTRUCTION IN ACCORDANCE WITH 4. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY.
THE CITY/COUNTY. NO CHANGES TO THE SITE LAYOUT ARE ALLOWED WITHOUT THE WRITTEN APPROVAL OF THE C
4. 48 HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES: THE ENGINEER. CHANGES MADE TO THE SITE LAYOUT WITHOUT APPROVAL IS SOLELY THE RESPONSIBILITY OF THE to
NC UTILITY PROTECTION SERVICES, AND ALL OTHER AGENCIES THAT MAY HAVE UNDERGROUND UTILITIES INVOLVING CONTRACTOR. CHANGES INCLUDE BUT ARE NOT LIMITED TO, INCREASED IMPERVIOUS PAVEMENT, ADDITION / 5. CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL a
THIS PROJECT AND ARE NON-MEMBERS OF NC UNDERGROUND PROTECTION, INC. DELETION OF PARKING SPACES, MOVEMENT OF CURB LINES, CHANGES TO DRAINAGE STRUCTURES AND PATTERNS, STABILIZATION. FULL PAYMENT WILL NOT BE RELEASED UNTIL GRASS IS ESTABLISHED.
5. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COMPLYING WITH APPLICABLE FEDERAL, LANDSCAPING,
6. SEDIMENT SHALL BE REMOVED FROM SILT FENCE BEFORE IT IS DEPOSITED ONE-THIRD THE HEIGHT OF THE
STATE AND LOCAL REQUIREMENTS, TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION EXPOSED SILT FENCE.
GRADING NOTES
OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND yV
SUBCONTRACTORS TO INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS AND 7. EROSION CONTROL MEASURES INDICATED ON THIS PLAN ARE TO PROTECT ADJACENT PROPERTIES AND WATER
PROGRAMS IN CONNECTION WITH THE WORK. 1. ALL PROPOSED GRADES SHOWN ARE FINAL GRADES, TOP OF GROUND LEVEL, OR TOP OF PAVEMENT, OR GRATE COURSES. CONTRACTOR IS RESPONSIBLE FOR FOR PROTECTING NEWLY COMPLETED WORK, SUCH AS SIDEWALKS, N
6. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND OWNER'S REPRESENTATIVE FOR ANY
ELEVATION AT THE DRAWDOWN POINT, UNLESS INDICATED OTHERWISE. CURBS, ETC. FROM ON-SITE SEDIMENT BY USE OF SILT FENCE, ETC. AT NO ADDITIONAL COST TO THE OWNER.
AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES OCCURRING IN THE 2. ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS.
COURSE OF THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS.
7. CONTRACTOR SHALL OBTAIN A PERMIT FOR ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH LOCAL, STATE, & 3. CONTRACTOR SHALL STRICTLY ADHERE TO THE EROSION & SEDIMENT CONTROL PLAN PREPARED FOR THIS
FEDERAL REGULATIONS. PROJECT.
8. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL APPLICABLE PERMITS, AND PAY ALL 4. EARTHWORK SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND STOCKPILING TOPSOIL, MASS GRADING,
REQUIRED FEES PRIOR TO BEGINNING WORK. EXCAVATION, FILLING, UNDER CUT AND REPLACEMENT, IF REQUIRED, AND COMPACTION.
9. ANY WORK PERFORMED IN THE LOCAL OR STATE RIGHT OF WAYS SHALL BE IN ACCORDANCE WITH THE 5. CONTRACTOR TO REFILL UNDERCUT AREAS WITH SUITABLE MATERIAL AND COMPACT AS RECOMMENDED BY THE
APPLICABLE LOCAL OR STATE REQUIREMENTS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE GEOTECHNICAL ENGINEER.
NECESSARY PERMITS FOR THE WORK, SCHEDULE NECESSARY INSPECTIONS, AND PROVIDE THE NECESSARY TRAFFIC
CONTROL MEASURES AND DEVICES, ETC., FOR WORK PERFORMED IN THE RIGHT OF WAYS. 6. ALL SLOPES IN NON-PAVED AREAS SHALL BE 2:1 (HORIZONTALNERTICAL) MAXIMUM UNLESS NOTED OTHERWISE.
10. THE CONTRACTOR IS TO PERFORM ALL INSPECTIONS AS REQUIRED BY THE NCDEQ FOR THE NATIONAL POLLUTANT 7. ALL AREAS NOT PAVED SHALL BE STABILIZED IN ACCORDANCE WITH THE EROSION & SEDIMENT CONTROL PLAN,
DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT AND FURNISH OWNERS REPRESENTATIVE WITH WRITTEN REPORTS. UNLESS NOTED OTHERWISE.
CONTRACTOR TO CONTACT OWNERS ENVIRONMENTAL DEPARTMENT FOR ANY ADDITIONAL OWNER RELATED
REQUIREMENTS.
STORM DRAINAGE NOTES
11. CONTRACTOR SHALL IMPLEMENT ALL SOIL AND EROSION CONTROL PRACTICES REQUIRED BY NCDEQ AND RICHMOND
COUNTY. 1. DISTANCES SHOWN ON PIPING ARE HORIZONTAL DISTANCES FROM CENTER OF STRUCTURE TO CENTER OF
STRUCTURE, UNLESS OTHERWISE NOTED.
12. ALL GROUND SURFACE AREAS THAT HAVE BEEN EXPOSED OR LEFT BARE AS A RESULT OF CONSTRUCTION AND
ARE TO FINAL GRADE AND ARE TO REMAIN SO, SHALL BE SEEDED AND MULCHED AS SOON AS PRACTICAL IN 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE INSTALLATION, INSPECTION,
ACCORDANCE WITH SPECIFICATIONS. IF NO SPECIFICATIONS ARE SUPPLIED, REFER TO NCDEQ EROSION CONTROL TESTING AND FINAL ACCEPTANCE OF ALL NEW STORMWATER MANAGEMENT FACILITIES CONSTRUCTION. CONTRACTOR
MANUAL. SHALL COORDINATE WITH ALL APPLICABLE REGULATING AGENCIES CONCERNING INSTALLATION, INSPECTION AND c�
APPROVAL OF THE STORM DRAINAGE SYSTEM CONSTRUCTION.
13. THE CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT
INFORMATION. IT IS NOT THE ENGINEER'S INTENT THAT ANY SINGLE PLAN SHEET IN THIS SET OF DOCUMENTS 3. ALL STORMWATER MANAGEMENT FACILITIES, INCLUDING COLLECTION AND CONVEYANCE STRUCTURES SHALL BE
FULLY DEPICT ALL WORK ASSOCIATED WITH THE PROJECT. INSTALLED IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES AND REGULATIONS. o
14. BEFORE INSTALLATION OF STORM OR SANITARY SEWER, OR OTHER UTILITY, THE CONTRACTOR SHALL VERIFY ALL 4. ALL STORM STRUCTURES ARE NCDOT TYPES UNLESS OTHERWISE INDICATED. z
CROSSINGS, BY EXCAVATION WHERE NECESSARY, AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS.
THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT HE IS NOT NOTIFIED OF DESIGN CONFLICTS PRIOR TO
CONSTRUCTION.
15. IF CONTRACTOR ELECTS TO ENTER PROJECT SITE AT A DIFFERENT LOCATION OTHER THAN SHOWN, COORDINATE
WITH ENGINEER. THIS MAY REQUIRE ADDITIONAL E/C PERMITTING AND DRIVEWAY PERMITS.
16. REFER TO OWNER SCOPE OF WORK AND LAYOUT FOR DETAILS AND TO AVOID CONFLICTS. ��� a
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DEMOLITION NOTES 1 I� T p M
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1. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD BY THE CONTRACTOR. z F.
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2. NO TREES SHALL BE REMOVED, NOR VEGETATION DISTURBED BEYOND THE LIMITS OF CONSTRUCTION WITHOUT THE I 00
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EXPRESS WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE. 1 1 W o a 3:'
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3. TREE PROTECTION FENCING SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY STANDARDS - OR - IN \ �i ° 'U �
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ACCORDANCE WITH THE DETAILED DRAWINGS. DO NOT OPERATE OR STORE EQUIPMENT, NOR HANDLE OR STORE
MATERIALS WITHIN THE DRIP LINES OF THE TREES SHOWN TO REMAIN.
4. PROTECTION OF EXISTING TREES AND VEGETATION: PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED
TO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING, BREAKING OR SKINNING OF ROOTS, SKINNING OR BRUISING
OF BARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN
DRIP LINE, EXCESS FOOT OR VEHICULAR TRAFFIC, OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE
TEMPORARY GUARDS TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING.
5. ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS
OTHERWISE DESIGNATED AND SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFFSITE IN A STATE
APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS.
TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. REPAIR DAMAGE ACCORDING TO THE APPROPRIATE UTILITY N
COMPANY STANDARDS AND AT THE CONTRACTOR'S EXPENSE.
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6. ALL UTILITY DISCONNECTION, REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT SHALL BE ¢
COORDINATED WITH THE APPROPRIATE UTILITY COMPANY / AGENCY.
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7. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED.
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8. EROSION & SEDIMENT CONTROL MEASURES AROUND AREAS OF DEMOLITION SHALL BE PROPERLY INSTALLED AND zz
FUNCTION PROPERLY PRIOR TO INITIALIZATION OF DEMOLITION ACTIVITIES. 3 w w z
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9. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL AND OSHA REGULATIONS DURING ALL DEMOLITION
ACTIVITIES.
10. CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY CORNERS AND BENCHMARKS DURING
DEMOLITION ACTIVITIES. IF DISTURBED, CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED
SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
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N 11. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, STRUCTURES, AND FEATURES TO REMAIN. ANY ITEMS TO
REMAIN THAT HAVE BEEN DISTURBED OR DAMAGED AS A RESULT OF CONSTRUCTION SHALL BE REPAIRED OR
N REPLACED BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE.
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12. ALL UTILITY AND STRUCTURE REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT SHALL BE
COORDINATED AND PROPERLY DOCUMENTED BY A CERTIFIED PROFESSIONAL, WHEN APPLICABLE, WITH THE O
APPROPRIATE UTILITY COMPANY, MUNICIPALITY AND/OR AGENCY. DEMOLITION OF REGULATED ITEMS MAY INCLUDE,
c BUT ARE NOT LIMITED TO WELLS, ASBESTOS, UNDER GROUND STORAGE TANKS, SEPTIC TANKS AND ELECTRIC
a TRANSFORMERS. DEMOLITION CONTRACTOR SHALL REFER TO ANY ENVIRONMENTAL STUDIES FOR DEMOLITION ',-
RECOMMENDATIONS AND GUIDANCE. AVAILABLE ENVIRONMENTAL STUDIES MAY INCLUDE, BUT ARE NOT LIMITED TO
N PHASE I ESA, PHASE II, WETLAND AND STREAM DELINEATION AND ASBESTOS SURVEY. ALL
APPLICABLE ENVIRONMENTAL STUDIES SHALL BE MADE AVAILABLE UPON REQUEST.
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ENGINEERS AND SURVEYORS LICENSE NO.C-3035
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LEGEND:
EXISTING MINE PERMIT AREA
EXISTING 150' ZONING UNDISTURBED BUFFER
CATEGORY
CURRENT AFFECTED PROPOSED CHANGE TO TOTAL AFFECTED ACREAGE EXISTING 25' UNDISTURBED BUFFER
ACREAGE AFFECTED ACREAGE EXISTING
o I l WETLANDS
EXISTING INDEX CONTOUR
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L�\)` EXISTING INTERMEDIATE CONTOUR
TAILINGS/SEDIMENT PONDS 58.00 3.00 61.00 0 /" �/ //'/ ' — — A"n'900­-_
1 1/ III / /I�r_ / — — 1111OWl/ EXISTING STREAM
EXISTING 50' STREAM/WETLAND BUFFER
STOCKPILES 54.90 63.40 118.30 II / Il I ( !/�i� // / / Q I \ \\vim \\\\\ \\ / ) \ \ \` / \ ! \\\/\\ � EXISTING UNPAVED ROAD C
WA TE PILE 1 158.00 _ IIII , � 1210 \\ \\ �� `( \ �`s s 5s o0 0 00 \5 11 l 1 \ \ \�\�� \ \\ ,l I l I / o �, 1\ 4 � EX/sT/NG \� �, -� \ E
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sTREAMs / 1 ) O
PROCESSING AREAS/HAUL1 <- �ROADS63.30 14.30 77.60
\ \ \ \ / / / / I I III I 1 1 1 /�� J \ I �_ �-- �\1\��' l \ \ -, \ ►\� ,.
\ujf;�"�\ � \ \\ \\ o ,I / / / IIII I( S \ \ �\ -� I \ � 6 NN .� ,MINE EXCAVATIONS 230.20 0.00 230.20 ' EXISTING 150 UNDISTURBED BUFFER
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OTHER (PLEASE EXPLAIN) 52.20 0.00 52.20 11\\\ \ \\ �� o J kp
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TOTAL AFFECTED ACREAGE 616.60 80.70 697.30 \�\ !\- Mid a \\ \ ��` 1 >„ �/ //Jl/l / , //j\ 11111 I ///(III / EXISTING 100
POWERL/NE EASEMENT
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TOTAL PERMITTED ACREAGE 1,467.22 0.00 1,467.22 >\��\�
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Map ID Parcel Number Property Owner Mailing Address City State Zipcode LEGEND.
PRICE ROBERT N ET AL PRYCE
1 745300373901 ANDREW L 151 CLEARVIEW POINT DR MT GILEAD NC 27306 EXISTING MINE PERMIT AREA
2 745302566394 THOMAS CAROL T 168 TILLMAN RD ROCKINGHAM NC 28379 _ EXISTING 150' ZONING UNDISTURBED BUFFER
3 745302567557 THOMAS CAROL T 168 TILLMAN RD ROCKINGHAM NC 28379
4 745302568703 LINDSEY EDDIE JR&MARY EDITH 164 TILLMAN RD ROCKINGHAM NC 28379 EXISTING 25' UNDISTURBED BUFFER
5 745302578354 LASSITER MASON LEE 7408 LIMERICK DR CHARLOTTE NC 28270 — — EXISTING STREAM
2300 HICKORY CREEK DR APT
6 745302671328 TILLMAN LARRY D&PATRICIA 1 B HENRICO VA 23294
EXISTING 50' STREAM BUFFER 11
7 745302672359 WALL ANNIE 132 TILLMAN RD ROCKINGHAM NC 28379-7024
8 745302673359 TERRY EDWARD&HATTIE 128 TILLMAN RD ROCKINGHAM NC 28379 EXISTING DITCH FLOW LINE 12 13 14 15
THOMAS EXISTING UNPAVED ROAD
9 745302674359 SWEENEY ELIJAH JR&GENEVA 724 TILLMAN RD ROCKINGHAM NC 28379
10 Removed Removed Removed Removed Removed Removed 10 c .
11 745302684265 SWINNIE LEWANDA 703 ARMSTEAD ST ROCKINGHAM NC 28379-3770 \ 1
SMITH DOROTHY S ET AL SMITH C
12 745302688252 264 LASITER ROAD ROCKINGHAM NC 28379 c �F
CHRISTOPHER T SR
13 745302780206 ROBINSON PALISHA T 268 LASSITER RD ROCKINGHAM NC 28379 \ .18 A
14 745302782397 DRAKE RUFUS PO BOX185 ROCKINGHAM NC 28380 D \ 19 Y�
15 745302785346 DRAKE RUFUS PO BOX 185 ROCKINGHAM NC 28380 ❑U \ �� \ 20 21 E
16 745302786240 MASON ALEXANDER 203 E TEMPLE AVE ROCKINGHAM NC 28379 7 $ 9 \� \ O
17 745302787060 WALL FAIRLEY 365 SANDHILL RD ROCKINGHAM NC 28379 O //\
18 745302779707 WALL JOHN B � U.'Av
19 745302870616 MCINNIS THOMAS M P O BOX 1331 ROCKINGHAM NC 28380
20 745302871517 MCINNIS THOMAS M P O BOX 1331 ROCKINGHAM NC 28380 � �� 0
2 22 745302961831 SNYDER EDWARD&SANDRA PO BOX 503 ROCKINGHAM NC 1 745302877641 SNYDER EDWARD&SANDRA PO BOX 503 ROCKINGHAM NC 28380 ot9 \� 0� \ \l
28380
23 745302962348 BENOIST MICHAEL EVERETT 557 MIDWAY RD ROCKINGHAM NC 28379 O �� 4 \\ \ © ■`
24 745302967085 BENOIST MELISSA L&JOSEPH D 539 MIDWAY RD ROCKINGHAM NC 28379
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25 745302956318 BENOIST KENNETH 563 MIDWAY RD ROCKINGHAM NC 28379-3517 ct;I \� / \ = \
26 745302956172 BENOIST BRUCE WAYNE 496 MIDWAY RD ROCKINGHAM NC 28379
27 745304942627 BRIGHT THOMAS NORRIS JR 405 LOVE LANE ROCKINGHAM NC 28379 S �N, \ \ \ \ 23
28 745304940623 WEBB LINDA V 128 ROSALYN RD ROCKINGHAM NC 28379-8946 p \
29 745304848533 TATUM BETTY C/O JAMES 8007 MOCCASIN TRAIL DR RIVERVIEW FL 33578-8854 SWINNIE ®
D �-(
30 745304847611 HAMILTON HELEN E 6319 RAEFORD RD APT 46 FAYETTEVILLE NC 28304-2836
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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 \ \ I
COLE LEOLA C/O CURELEY A I —g-� 7 I \
33 745304844405 COLE 2926 CAMBRIDGE ST PHILADELPHIA PA 19130 I
34 745304842483 EVANS ARNITRA 4401 SWEET WILLIAMS LN WILSON NC 27896 O /�
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 w
39 745304830714
STEELE CURTIS C/O CORDELIA O II II 26
STEELE 122 NORTHSIDE DR ROCKINGHAM NC 28379 I _L-
40 745304831707
O o• �� ii
STEELE CURTIS C/O CORDELIA
122 NORTHSIDE DR ROCKINGHAM NC 28379
STEELE o EXISTING QUARRY o
41 745304833712 STEELE CURTIS 11&DONNA 193 GALESTOWN RD ROCKINGHAM NC 28379-7405 ;— �l�—��° 99 II II \\�\ I I 3 31 0 29 2$ o
ROBERTS LEONARD C JR ! @ II II /;1 \\ I 36 35 34 3 '4
42 745304833522 116 LAKE RD ROCKINGHAM NC 28379-7408
ROBERTS GWENDOLYN 37
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43 745304736575 DAVIS LESTER&MARY 201 GALESTOWN RD ROCKINGHAM NC 28379
44 745304738355 RICHMOND COUNTY 1401 Fayetteville Road ROCKINGHAM NC 28379
45 745304923630 MONTALVO RIGOBERTO R& 153 LAKE RD ROCKINGHAM NC 28379-7409 91 ��93 ' 96 \\=\ I GALESTOWN ROAD SR 1117 0
LIZBEHT 95 '�1 7 \\ / D I ❑
46 745304823807 MCDONALD MARY FRANCES 140 LAKE RD ROCKINGHAM NC 28379 II LESTOwN 60AO SR /� �� .37 3 o
47 745304825817 MCDONALD ARCHIE T&MARY F 140 LAKE RD ROCKINGHAM NC 28379
48 745304824538 EZZELL KIMBERLY 158 LAKE RD ROCKINGHAM NC 28379 II 0 41 Z
49 745304827306 THOMPSON JAMES F JR 157 NORTH ST HAMLET NC 28345 _ O /=— I �� I I 43\\ �42 0 � U a 50 745304920113 LINTON TINA POSTON 157 NORTH ST HAMLET NC 28345 ( 92 I I
TUBBERVILLE JACQUELINE& 90 \ J
51 745304921010 MURPH 330 LAKE RD ROCKINGHAM NC 28379 �� 94
TUBBERVILLE JACQUELINE& 89
52 745304911970 MURPH 330 LAKE RD ROCKINGHAM NC 28379 c ` / I �\ \\ �\��\ ♦ 45
53 745304913813 TUBBERVILLE JACKIE 330 LAKE ROAD ROCKINGHAM NC 28379 /�^ 00
54 745304914328 LOVE GEORGE III&PAULETTE W 213 FOX WOOD DR HENDERSONVILLE NC 28791 / \ I I ° �y • a
55 745304915150 EWING AUDREY 350 LAKE RD ROCKINGHAM NC 28379
YATES JOHN THOMAS&MONICA ♦ I I I I // ' �\ �I \�\ �/ II I II 1 ,�y N M
56 745304906776 D 216 BEANE RUN ROCKINGHAM NC 28379
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57 746201096722 ROBINSON WENDELL H 229 W 29TH ST NORFOLK VA 23504 I I - o
O EXIS17NG QUARRY �� II �� l /l I I I 48 0 O +� C:L) rn
0 o m
58 746201096722 ROBINSON WENDELL H 229 W 29TH ST NORFOLK VA 23504 /o Z X
LU
JOHNSON JAMES O JR C/O JAMES 87 ♦ ° /( II II I I �\ \�� \\ �\\I I I 11 49 Q 1 1 1 •� cc F U o
59 746201097044 8910 BLUFFWOOD LN FORT WASHINGTON MD 20744
O JOHNSON III J I I ° \ \\ `1 I \ �l 00 I. 3 w
60 746201087401 CITY OF ROCKINGHAM 514 Rockingham Road ROCKINGHAM NC 28379 0O I I I Jl I I I 50 �' ~ ¢¢ 3
MOSS WILLIE GARRETT C/O
�J 51 ° 1
61 746201168846 DENISE MOSS SMITH 316 OLD CHERAW HWY ROCKINGHAM NC 28379-5528 $$ �\ \ \\ II II I \ \ I I �/ II \\ J O 0 0 V 00
62 745202775253 MELTON HARVEY E&RITA H 215 CLEARFIELD DR ROCKINGHAM NC 28379
MWF IV 4-STATES,LLC ATTN:MR.
63 745201387444 BOB LYLE 654 N STATE ST JACKSON MS 39202-3303
MWF IV 4-STATES,LLC ATTN:MR. \\\ \� \\J/I // I��\ �� // II \ O •~
64 745201387444 654 N STATE ST JACKSON MS 39202-3303
BOB LYLE 1
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 B p
HANNAH DARLENE M&WHITLEY ® %��
68 745201198745 ELLEN L 514 GALESTOWN RD ROCKINGHAM NC 28379
70 745201193563
STEELE WILLIE V EST C/O LINDA
20824 BOTSFORD DR FARMINGTON HILLS MI 48336 \ 4
71 745300008049 ROGERS STEP EN C&GLENDA PO BOX 922 ROCKINGHAM NC 28380 o
MEGGS JOEL LLOYD C/O TINAIA-
72 745300008289 476 ZION CHURCH RD ROCKINGHAM NC 28379 \\ \ • \ \J III ° 0 fl C4
MEGGS FAIRCLOTH /) I I
ELLERBE LACY C/O JEFFREY S �u � \Ji/ I J \\ 1I I I ¢ p OC
73 745201096861 1917 N 20TH ST RICHMOND VA 23223 U o
ELLERBE 85 // �r❑
74 745201097430 EDDINS JOYCE M PO BOX 107 BURLINGTON NC 27216-0107 yd 71f 67
75 745201093810 COWARD JIMMIE 111 564 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 82 j 81 80° ♦6 R Q p 65 ♦ �1 \\\ �/ II\X W W z
78 745201091750 BUTLER LARRY E&RHONDA 212 BUTLER CIRCLE ROCKINGHAM NC 28379
CAMPOS LORENZA GONZALEZ O 7$ 1
79 745201091749 1009 CLARK ST WINGATE NC 28174-8216 I \ U LOPEZ DAVID CASTRO W
0 69 4
g CAMPOSLORENZA GONZALEZ 77 76 D \u I
80 744202999863 1009 CLARK ST WINGATE NC 28174-8276O \ I I
� LOPEZ DAVID CASTRO � O
81 744202998825 HELMS AARON&NELLIE 201 BUTLER CIRCLE ROCKINGHAM NC 28379
BUTLER STEVE RANDALL& o ° ° °
N 82 744202995886 CATHY PO BOX 251 CORDOVA NC 28330 I O • 4 ° 0 �7
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83 744202889436 JORDAN THREE LLC P O BOX 98 MT GILEAD NC 27306 —� • 0 0 0 ° ��r� 59
N 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 N 1
86 745300002781 ROBINSON RICHARD T JR PO BOX 158 CORDOVA NC 28330 �� \1 II - Q °. C3
87 744300711410 DOE INC 6300 N OCEAN BLVD MYRTLE BEACH SC 29572 p
88 745300026227 KUBIAK WILLIAM C&DORIS 459 ZION CHURCH RD ROCKINGHAM NC 28379 �J/ 83 / a 4° 0 0
e89 745300036295 WILLINGH OHNNY OLM C& PO BOX 517 ROCKINGHAM NC 28380 r��/� /// ❑ c 60 ~
4 90 745300032427 WATTS MICHAEL P&KIMBERLY 433 ZION CHURCH RD ROCKINGHAM NC 28379
N 91 745300046029 ROBINSON RICHARD T JR PO BOX 158 CORDOVA NC 28330 /// ❑ `�� �\ , ° F�
PLEASANT HILL AME ZION CH J
O 92 745300131366 TRUS 105 LAKE ROAD ROCKINGHAM NC 28379 / 5
N
RUFFIN JUDIE R C/O HENRY 93 745300137578 2839 BYNUM FARM RD PINETOPS NC 27864
DANCY II 64 (( 63
93A 745300147018 LILLY HUMPHREY EST C/O 4612 BRENDA COURT CHARLOTTE NC 28269 •
CAROLYN LILLY NELSON
RUFFIN JUDIE R C/O HENRY
94 745300231385 DANCY 2839 BYNUM FARM RD PINETOPS NC 27864
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a95 745300242032 GALES ANDR W EST JIMMIE 8973 JAMES B WHITE HWY WHITEVILLE NC 28472MCGILL
96 745300246114 WILLIAMS LILLY M 1504 KINGSTON PLACE THOMASVILLE NC 27360
MCINNIS MICHAEL E TRUSTEE !1 ♦ __� ICI
97 745300340323 P O BOX 1733 ROCKINGHAM NC 28380 -I-
� FOR THE NANCY MCINNIS TRUST
98 745300344520 WILLIAMS LILLY M 1504 KINGSTON PLACE THOMASVILLE NC 27360 62
O 99 745300346678 HOLT STERLIN M JR 709 W HOLT ST MEBANE NC 27302 I ��
O 100 745300349723 REDDICK WALTER EST C/O / 7
V PO BOX 1392 CARY NC 27512
I� BRENDA WALKER
k NICHOLS WILLIAM C JR& II J/ ` ♦ , T 1
O101 745300253747 DEBORAH 251 ZION CHURCH RD ROCKINGHAM NC 28379
102 745300363782 MOORE ALBERT E JR 203 MARLBORO ST HAMLET NC 28345 \\\ O O
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EXISTING MINE PERMIT AREA C302
EXISTING 150' ZONING UNDISTURBED BUFFER
EXISTING 25' UNDISTURBED BUFFER
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EXISTING MINE PERMIT AREA PERIMETER ROAD
SEE DETAIL ON C802
EXISTING 150' ZONING UNDISTURBED BUFFER
EXISTING 25' UNDISTURBED BUFFER SEDIMENT CHANNEL ROCK DAM (TYP.)
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300 EXISTING INDEX CONTOUR /// /�'-�� \
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EXISTING 50' STREAM BUFFER / 10"��\\
EXISTING 150 UNDISTURBED BUFFER I► 1 .Z - \ \
EXISTING DITCH FLOW LINE �► ~~
------ EXISTING UNPAVED ROAD EXISTING 25' UNDISTURBED BUFFER
PROPOSED LIMITS OF DISTURBANCE 00 / ;is
300 PROPOSED MAJOR CONTOUR \/ //�� �� \� \ \\ \� \ 0
PROPOSED MINOR CONTOUR PROPOSED SILT FENCE AND / /j!i�/�- I / g �` \ \ SEDIMENT CHANNEL OUTFALL SPILLWAY
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EXISTING MINE PERMIT AREA
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EXISTING 25' UNDISTURBED BUFFER PROPOSED LIMIT OF DISTURBANCE _
300 _ EXISTING INDEX CONTOUR `30 -A
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NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO.C-3035
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LEGEND:
EXISTING MINE PERMIT AREA
EXISTING 150' ZONING UNDISTURBED BUFFER SEE SHEET C302 FOR CONTINUATION
EXISTING 25' UNDISTURBED BUFFER
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NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO.C-3035
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NO `IIII1f1l1/��I
77
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LEGEND: \\ \\ \\
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300 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR PROPOSED DITCH
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EXISTING MINE PERMIT AREA / I
EXISTING 150' ZONING UNDISTURBED BUFFER
EXISTING 25' UNDISTURBED BUFFER
300 EXISTING INDEX CONTOUR
-------- EXISTING INTERMEDIATE CONTOUR
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PROPOSED LIMITS OF DISTURBANCE
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NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO.C-3035
Alqo
NO `IIII1f1l1/��I
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ROLLED EROSION CONTROL MATTING
AS PER SPECIFICATIONS
1
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P� EDGES SHALL BE TAPERED OUT VARIES 1
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�nOl InaOOoO� ,0O00 00 0 00 00 0 0 THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER/ 1. FERTILIZE SEEDED AREAS, RESEED, AND APPLY STRAW COVER�O oOO oOo oO STAPLING. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING ACCORDING TO SPECIFICATIONS.
12 (30CM) PORTION OF RECPS BACK OVER THE SEED AND COMPACTED SOIL.
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OO OOO OCR 3. ROLL THE RECPS (A) DOWN OR (B) HORIZONTALLY ACROSS THE SLOPE. RECPS 3. INSPECT TEMPORARY DITCHES WEEKLY AND AFTER SIGNIFICANT (i INCH
WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECPS
�/�O �pQO �p OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR
AVERAGE STONE DIAMETER OF MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN 12" BELOW RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN L
2 TO 3-INCHES WITH A IOOO �� APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. DISLODGED.
6-INCH MINIMUM DEPTH N�,
4. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXIMATELY 2" -
UNDERLYGEOTEXTIING LE FABRIC
5" (5-12.5CM) OVERLAP DEPENDING ON THE RECPS TYPE. _ 3 STORMWATER DITCH
5. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST BE END OVER END -III C800 NOT TO SCALE
NOTES: INSPECTION & MAINTENANCE: (SHINGLE STYLE) WITH AN APPROXIMATE 3"(7.5CM) OVERLAP. STAPLE THROUGH 2"-5"
II
OVERLAPPED AREA, APPROXIMATELY 12"(30CM) APART ACROSS ENTIRE RECPS � _
1. STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED 1. THE KEY TO FUNCTIONAL CONSTRUCTION ENTRANCES IS WEEKLY WIDTH. III I
AT ALL POINTS WHERE TRAFFIC WILL EGRESS/INGRESS A INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR SEDIMENT - 02
CONSTRUCTION SITE ONTO A PUBLIC ROAD OR ANY REMOVAL. III 1 =III 6„
IMPERVIOUS SURFACES, SUCH AS PARKING LOTS. =III= =
2. REGULAR INSPECTIONS OF CONSTRUCTION ENTRANCES SHALL BE NOTES: ®
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 1. IN LOOSE SOIL CONDITIONS, THE USE
1/2-INCH OR MORE OF PRECIPITATION. OF STAPLE OR STAKE LENGTHS
3. INSTALL A CULVERT PIPE ACROSS THE ENTRANCE WHEN GREATER THAN 6 (15CM) MAY BE
NEEDED TO PROVIDE POSITIVE DRAINAGE. 3. DURING REGULAR INSPECTIONS, CHECK FOR MUD AND SEDIMENT NECESSARY TO PROPERLY SECURE THE !�� " " ^ ^"^"^ "°
BUILDUP AND PAD INTEGRITY. INSPECTION FREQUENCIES MAY NEED RECPS.BUILDUP
4. THE ENTRANCE SHALL CONSIST OF 2-INCH TO 3-INCH D50 TO BE MORE FREQUENT DURING LONG PERIODS OF WET WEATHER. 2. ALL SLOPES WITH SLOPE
STONE PLACED AT A MINIMUM DEPTH OF 6-INCHES.
4. RESHAPE THE STONE PAD AS NECESSARY FOR DRAINAGE AND GREATER THAN 3:1 THAT
5. MINIMUM DIMENSIONS OF THE ENTRANCE SHALL BE RUNOFF CONTROL. CONSTRUCTION ACTIVITIES
12-FEET WIDE BY 50-FEET LONG, AND MAY BE MODIFIED HAVE PERMANENTLY OR o
TEMPORARILY CEASED SHALL
AS NECESSARY TO ACCOMMODATE SITE CONSTRAINTS. 5. WASH OR REPLACE STONES AS NEEDED AND AS DIRECTED BY SITE 1
INSPECTOR. THE STONE IN THE ENTRANCE SHOULD BE WASHED OR BE STABILIZED WITH
6. THE EDGES OF THE ENTRANCE SHALL BE TAPERED OUT REPLACED WHENEVER THE ENTRANCE FAILS TO REDUCE THE AMOUNT SHORT-TERM
TOWARDS THE ROAD TO PREVENT TRACKING AT THE EDGE BIODEGRADABLE r--n ^
OF THE ENTRANCE. OF MUD BEING CARRIED OFF-SITE BY VEHICLES. FREQUENT WASHING DOUBLE-NET STRAW ^
WILL EXTEND THE USEFUL LIFE OF STONE PAD. BLANKET MATTING PER. 3A q
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. 3. REFERENCE NCDEQ EROSION o
SEDIMENT TRAPPING STRUCTURE. AND SEDIMENT CONTROL
FLUSHING SHOULD ONLY BE USED WHEN THE WATER CAN BE z
DISCHARGED TO A SEDIMENT TRAP OR BASIN. PLANNING AND DESIGN
8. LIMESTONE MAY NOT BE USED FOR THE STONE PAD. MANUAL, SECTION 6.17.
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 3" ~
HAS REACHED FINAL STABILIZATION. PERMANENT VEGETATION SHOULD o
REPLACE AREAS FROM WHICH CONSTRUCTION ENTRANCES HAVE BEEN M
REMOVED, UNLESS AREA WILL BE CONVERTED TO AN IMPERVIOUS 1 o
SURFACE TO SERVE POST-CONSTRUCTION. 0 EA E
1 I..I w o
N
TEMPORARY CONSTRUCTION ENTRANCE 1 I .�
NOT TO SCALE 2 EROSION CONTROL MATTING w U.
11 �M
C800 C800 NOT TO SCALE \ +' O0.o W
01
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8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
(MIN. 14 GAUGE 6"X6" WIRE)
6' MAX EXTRA STRENGTH FABRIC WITHOUT POST
WIRE FENCE RIP RAP FACED WITH #57 WASHED
STANDARD HARDWARE STONE - 6" THK MIN.
CLOTH - EXTEND 12"
BELOW GRADE
NOTE: CARRY RIP-RAP THOUGH TO BREAK IN BERM N
N
O
N
5' STEEL POST
(MIN. 1.33 LB/LF) io TO BREAK IN BERM oc
N
GROUND
OPTIONAL 5' X 10' X 2' DEEP o
PLASTIC OR _- N SEDIMENT PIT
WIRE TIES -111 w z
N
0 8"
x ¢ a
Q ca U a� w
WIRE �0 EXCAVATE 8"X12" TRENCH UPSLOPE ALONG LINE
FENCE EXISTING OF POSTS EXTEND HARDWARE CLOTH INTO TRENCH,
GRADE SECTION BACKFILL TRENCH AND COMPACT SOIL11
/
8'-0" MAX
\ \ \ \ \ \ \ \ \ \ \ \\/ ADDITIONAL HORIZONTAL
� BRACE OPENING
4' 0.C
N r
N EX
8" DOWN & 4" FORWARD GRIOUIND r
N ALONG THE TRENCH Q
WIRE SECTION VIEW DOZER TREADS CREATE
i FENCE CLEAT IMPRINTS PARALLEL
TO THE SLOPE CONTOUR r
lb FILTER �� r \ u
a STEEL FABRIC
i POST /Al
[�
BACKFILL TRENCH EXISTING
N AND COMPACT GROUND
THOROUGHLY ATTACH HARDWARE CLOTH TO �- Z
i
N POST SECURELY WITH TIES �-
�. STANDARD HARDWARE ✓_'
7� SHOULD BE SEEDED AND STABILIZED
4" MIN //// CLOTH - EXTEND 12" SILT FENCE OUTLET TO BE
UPSLOPE BELOW GRADE IMMEDIATELY.
LOCATED AT LOWPOINT IN w
(DISTURBED AREA) NOTES: ELEVATION SILT FENCE OR AS SPECIFIED Q
(6 \� TRACKING NOTES: O
"K \�� �� 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND DAILY
a DURING PROLONGED RAINFALL. REPAIR SHALL BE MADE AS NECESSARY. 1. TRACKING IS DEFINED AS DRIVING TRACKED MACHINERY UP AND DOWN SLOPES, O Q
NOTES: LEAVING THE CLEAT IMPRINTS PARALLEL TO THE SLOPE CONTOUR.
2. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR.o 2. PERFORM TRACKING AS SOON AS POSSIBLE AFTER THE VEGETATION HAS BEEN 1. FILTER BARRIERS SHALL BE INSPECTED C)
IMMEDIATELY AFTER EACH RAINFALL AND 3. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS REMOVED FROM THE SLOPE. USE TRACKING WITH TEMPORARY SEEDING AND
DAILY DURING PROLONGED RAINFALL. REACH APPROXIMATELY 1/3 HEIGHT OF BARRIER. TEMPORARY MULCHING TO STABILIZE AN AREA. PERFORM TRACKING IMMEDIATELY
BEFORE YOU DIG!
o AFTER GRADING ACTIVITIES HAVE CEASED (TEMPORARILY OR PERMANENTLY) IN AN x
REPAIR SHALL BE MADE AS NECESSARY. 4. SILT FENCE OUTLETS SHALL BE LOCATED AT LOW POINTS IN CONTINUOUS RUN OF SILT. AREA. CALL 1-800-632-4949
o N.C. ONE-CALL U
N
2. FABRIC SHALL BE REPLACED PROMPTLY CENTER IT'S THE LAW! ~
SLOPE MAX. AREA IF FOUND TO BE IN DISREPAIR. 6 SLOPE TRACKING
5 TEMPORARY SILT FENCE OUTLET NORTH CAROLINA BOARD OF EXAMINERS FOR
SLOPE LENGTH (FT) (SQFT) 3. SEDIMENT DEPOSITS SHALL BE REMOVED C800 NOT TO SCALE C800 ENGINEERS AND SURVEYORS LICENSE NO.C-3035
o <2% 100 10,000 AFTER EACH STORM EVENT AND WHEN <kjjlllifill
v 2 TO 5% 75 7,500 DEPOSITS REACH APPROXIMATELY 1/3 0' 11A CA
3 50 5,000 HEIGHT OF BARRIER.
5 TO 10%
a 10 TO 20% 25 2,500 4. REFERENCE NCDEQ EROSION AND
•>`��QOF §s�o ,,+,r.
>20% 15 1,500 SEDIMENT CONTROL PLANNING AND SEAL �C
DESIGN MANUAL, SECTION 6.62.
IR
P39114
•
4 TEMPORARY SILT FENCE Qr EE SHEET NUMBER
o C800 NOT TO SCALE 41V ov
oil
}� C800
12/8/22

12" min. of NCDOT#5 -- --
Cross-Section m n _
or#57 washed stone ------ ---------- ----
�{ - 1.5' min
3600 cu ft/acre
max O
&ao
SEDIMENT TRAP 11 m n filter N
�
DESIGN CRITERIA fabric •i
MIN. 3,600 (CU.
VOLUME FT. PER AC.
REQUIRED DISTURBED) Design settled 1' Overfill 6"for
top
2 r settlement
� , ma •
�'. Plan View
SURFACE 435 (SQ. * WEIR LENGTH '� `a2
AREA FT. PER CFS 4' 5 Emergency by-
,� ti��oQ pnss 6" below
REQUIRED Q10) ---- ------ ------max ---------- ... min. V� �° settled top of
fi I I dam
2' to 3.5'
N.��o°I
----- ----------- Natural
3, Ground
filter
fabric min.
Figure 6.60a Plan view and cross-section view of a temporary sediment trap.
0
INSPECTION & MAINTENANCE
INSPECT TEMPORARY SEDIMENT TRAPS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR ,
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE TRAP TO q
ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE—HALF THE DESIGN DEPTH
OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND z
REPLACE THE PART OF THE GRAVEL FACING THAT IS IMPAIRED BY THE SEDIMENT.
CHECK THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF
THE SPILLWAY TO ENSURE IT IS A MINIMUM OF 1.5 FEET BELOW THE LOW POINT OF THE
EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN
GRADE. ANY RIPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
F-4
Cd
+�
AFTER ALL SEDIMENT—PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE o
STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS M
AND STABILIZE PROPERLY. 1 G�
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1 Cy N
CA
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1 SEDIMENT TRAP 1 W o= 0 3z
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BEFORE YOU DG!I
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2 CALL 1-800-632-4949
N.C. ONE-CALL U
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CENTER IT'S THE LAW!
0
NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO.C-3035
I
NO `'411111l1/liI
I SEAL
I'DN i
o s P39114
SHEET NUMBER
41V B,oil
`
o �Y
' C801
12/8/22

L
18" RCP CLASS IV CULVERT
PROPOSED ACCESS HAUL ROAD
70' (ALONG STRAIGHT-A-WAYS) / 80' (ALONG CURVES) A
2 �
C
EXISTING GROUND o o ✓0.
WE
CCULVERT PROJECTED NUUNLESSLOTHERWISE y�
5'-HIGH SAFETY BERM 2 2 2 2 r// \//j//j — _ _ NOTED
2% 2% — — 1 /\\/\\/\\\ \\\\ l� �ild� ll
So
D
-HIGH SAFETY BERM °
�// / /
DRAINAGE DITCH A \\'\\\//�j�\��/� °S �o ooOo°o°o°0 O oO o0000
DRAINAGE DITCH \' r� ` o0 0°o°o°oo°
- — — — — — — — 6„ STONE BASE \\i� \ \ \ \ \ .77 . °
/ o
r../ /i,/� /
COMPACTED OR
UNDISTURBED SOIL
ACCESS HAUL ROAD PHASE 2 1.0' MIN. COVER
C802 N.T.S. /
CULVERT SCHEDULE
�
COMPACTED D CULVERT OUTLET PEAK DIAMETER NO. LENGTH SLOPE 17 1
UNCLASSIFIED 1- NO.18" RCP CLASS IV NO INLET LOCATION LOCATION DISCHARGE(CFS) (IN) BARRELS (FT) M
FILL (D+2')
(MIN.) 1 TEMPORARY DITCH PIT 4.84 18 1 101 2.47
0
6" THICK (MIN.) UNCLASSIFIED
PIPE BEDDING
24'-WIDE PERIMETER ROAD SECTION A-A
5 CULVERT
C802 N.T.S. Q
0
z
3'-HIGH SAFETY BERM
/jam? I 7'-DEEP CHANNEL ROCK CHECK DAM
Cj
3'-HIGH rr / / \ r
SAFETY BERM \\'�\% %\\j\\j\\j\ \\%\ / /\\%\\%\\%\\%\\ �� 1 1i ;-4z'n M
\
ALTERNATE WALL O U � °M
1
CONFIGURATION --� 1 •� p o n o
co
I
1 W cc
a co
------- o i S Opp + 1 0 0 o Z
2 L)TYPICAL SEDIMENT CHANNEL SECTION WITH PERIMETER ROAD _ \
I OD
w I Q cc a
C802a.---------- P
N.T.S. O n
I > o
I
~ SECTION
C B SEE OUTLET PROTECTION DETAIL
L = LENGTH
TABLE OF DIMENSIONS
PLAN D T A B C E L WT.
12" 2-1/4" 4" 2'-0" 4'-1" 2'-0" 6'-1" 730
40' 15" 2-1/4" 6" 2'-3" V-10" 2'-0" 6'-1" 730 0
18" 2-1/2" 9" 2'-3" V-10" 3'-0" 6'-1" 1190
2' TOP TOP OF CHANNEL ,' \\`� 24" 3" 10" 3'-8" 2'-6" 4'-0" 6'-2" 1770 w
6" NO. 57 STONE 30" 3-1/2" 1'-0" 4'-6" 1'-8" 5'-0" 6'-2" 2380 Q Q �" o0
UNDERLAIN WITH O 36" 4" 1'-3" 5'-3" 2'-11" 6'-0" 8'-2" 5320 w w w
ca w a
FILTER CLOTH 42" 4-1/2" 1'-9" 5'-3" 2'-11" 6'-6" 8'-2" 5920 a a Z Z Z
4" 48" 5" 2,-0" 6'-0" 2'-2" 7'-0" 8'-2" 7470
54" 5-1/2" 2'-3" 5'-6" 2'-10" 7'-6" 1 8'-4" 8810 z
FLOW IT� E !T _ 60" 6" 2,-6" 5'-0" 3'-3" 8'-0" 8'-3" 11180
i1 f 1 f 66" 6-1/2" 3'-0" 6'-0" 2'-3" 8'-6" 8'-3" 12530 3 c�j
END VIEW 72" 7" 3'-0" 6'-6" V-9" 9'-0" 8'-3" 13980 w x ¢ x
CLASS 1 RIPRAP w H ¢ o w
I� ca U w
GENERAL NOTES:
3 TYPICAL SEDIMENT CHANNEL ROCK DAM 1. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF
C802 N.T.S. REINFORCED CONCRETE PIPE OF LIKE DIAMETER PER
AASHTO M 170, TABLE 2, WALL B.
2. ALL CONCRETE TO BE 4,000 P.S.I. COMPRESSIVE STRENGTH.
N
N 3. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION.
0
N4. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION.
a 5. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLY O
i AGREE ON THE MANUFACTURER'S STANDARD FORMS AND
TEMPLATES.
c 18"-THICK CLASS 1 RIPRAP
a UNDERLAIN WITH FILTER CLOTH s FLARED END SECTION
i FILL VOILDS IN RIPRAP
N WITH NO. 57 STONE C802 N.T.S.
50' TO PROVIDE DRIVING O� 0
N SURFACE AND BIND
RIPRAP
F-
J
N N
5:1 5:1 20' Q
3
a 71' ' p
4 TYPICAL SEDIMENT CHANNEL O UTFALL SPILLWAY i m
m _ \//\//\//\//\//\//\//\//\//\//\//\//\//\ BEFORE YOU SIG!
o C802 N.T.S. Z \\\\\\\\ \\ \\\\\\\\\\\\\\\\\\\
Z ////////////////////////////// CALL 1-800-632-4949
\//\ //\//`o LLI
\/\\/\\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\r\\/\ CENTER IT'S THE LLAW!
L�
\ \ \ \ \ \ \ \ \ / / / / / / / / / / / / / / / / / f--�
/%/%/%/%/% %/% zNORTH
INA BOARD
\ /\//\//\//\ ENGINEERS ANDSURVYORS LIC NS -3 E NO.C-3035
�/i�/i�/i�/i�/i\//i CA
3 �\,�\,�\.�\.�\.�\ �.� P'�
TYPICAL SCREENING BERM ; SEAS,
o C802 N.T.S. = Q39T14
SHEET NUMBER
o •,-�j�,��I�IEE J��.
o �Y
C802
o V 'tti4t��,
12/8/22

INTERIOR OF LOT
DISTANCE VARIES DISTANCE VARIES
WITH 2:1 SLOPE 10' 60' 10' 60' 10' 1 WITH 2:1 SLOPE
C
12" CPP PERMANENT
SLOPE DRAIN �■
2 ME
o 1 SLOPE BENCH TO BE AT 10:1
Vv
18" CPP PERMANENT ■�
SLOPE DRAIN L
0
18" CPP PERMANENT
SLOPE DRAIN
Nw
ww
Ofoo
>N
~N
2
C7=
W�
2�
NOTES:
1. SLOPE TOP OF BERM 6" TOWARDS INTERIOR OF LOT.
2. PROVIDE DIVERSION DITCH TO PERMANENT SLOPE DRAINS.
3. SLOPE DRAINS TO BE INSTALLED EVERY 1000' ALONG BERM.
4. MAX. SIDE SLOPE TO BE 2:1.
0
1 TYPICAL STOCKPILE WITH BENCH
C803 NOT TO SCALE
Q
0
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18" TEE W/ INLET PIPES �--1 ¢
•ry a
2 LF OF 18" HDPE
45' BEND W/ BLOCKING
Lo 1.7 MIN. COVER PIPE 7
CN4Ni 13.1 LF OF 22.5` BEND W/ BLOCKING
18" HDPE @ 7.1%
22.5` BEND W/ GRAVITY BLOCKING
10:1 SLOPE o
3 LF OF 18" HDPE FOR
�5 QE INLET PIPE EACH SIDE
4:1 SLOPE
1.7' MIN. COVER 21 S� PIPE 5 18"08" WYE
Lo 18.4 LF OF 22.5` BEND W/ BLOCKING --���-\-' _---- Q Q v Q a� w
N 18 HDPE @ 7.1%
STANDARD TEE SECTION
22.5' BEND W/ GRAVITY BLOCKING (PLAN VIEW)
15' 3/4" GALVANIZED
STEEL RODS ✓//\\\//l
21 12
NOTES: a\/ //.:p:;•.: .: .,,:;::' ./� \
@ ALL PIPE IS TO BE DUAL 1. ALL PIPES SHALL BE 18" ADS HDPE N-12 PIPE OR EQUAL. ALL CONNECTIONS SHALL BE MADE \�\' ;;'.`.,.• ; ; r \�
WALL, SMOOTH CORE 18" WITH SOIL TIGHT CONNECTIONS.
i •ti
1a HDPE. SEE NOTES FOR 2• ALL FITTINGS SHALL BE 18" ADS HDPE N-12 FITTINGS OR EQUAL. ALL CONNECTIONS SHALL BE
MADE WITH SOIL TIGHT CONNECTIONS WITH A GASKET. GRAVITY BLOCK
2 PIPE DESCRIPTION
1 2 DEPRESSED INLET (TYP.) 3. THE LENGTHS OF PIPES #2 AND #6 ARE TO BE ADJUSTED IN THE FIELD BASED ON THE HEIGHT Q
OF THE FILL SLOPE.
18"x18" WYE 4. FOR FILL AREAS WITH A HEIGHT OF LESS THAN 50 FEET, DELETE PIPES #3, #4, #5, AND THE GRAVITY BLOCK SIZE = 2'x2'x2'
PIPE 3 ASSOCIATED FITTINGS.
lb 1.7' MIN. COVER 18•4 LF
c OF 22.5` BEND W/ BLOCKING 5. FOR FILL AREAS WITH A HEIGHT OF GREATER THAN 75 FEET, INSTALL ADDITIONAL SEGMENTS OF
a 18 HDPE @ 7•1% PIPES #3 AND #4 AND THE ASSOCIATED FITTINGS.
7 F--�
6. FILL MATERIAL AND BACKFILL SHALL BE COMPACTED TO 95% STANDARD PROCTOR.
22.5' BEND W/ GRAVITY BLOCKING 7. CONCRETE ANCHORS SHALL BE PROVIDED ON ALL PIPES CONSTRUCTED WITH A GRADE STEEPER
N 6 THAN 15%. ANCHORS SHALL BE SPACED EVENLY APART (16' MAXIMUM). d O
1 8. SLOPE DRAINS ARE TO BE INSTALLED IN THE OVERBURDEN STORAGE AREAS AS NEEDED, BASED ON
CONCRETE ANCHOR (TYP.) SITE CONDITIONS. THE SLOPE DRAIN SHALL BE USED IN AREAS WHERE UPPER INLET HAS LESS EARTH
THAN 3 ACRES DRAINAGE OVERALL DRAINAGE INTO THE SYSTEM,
INCLUDING SLOPE
0 AREA, IS LESS THAN 110.2ACRES. INSTALL ADDITIONAL DRAINS DIVERSION CHANNELS IF THE IN \\ \ EARTH
o NAP DRAINAGE AREA EXCEEDS THE CAPACITY OF THE SYSTEM.
y
0 22.5' BEND W/ BLOCKING •\\\\\// \\X� �/ \
' PIPE 1 CLASS A / '�'
N 300 PSI :\ /�� 0
4.0 LF OF 18" HDPE @ 7.1% CONCRETE '\ N
U
m BEFORE YOU DIG!
OUTLET PROTECTION 2 PERMANENT H P D E SLOPE DRAIN CALL 1-800-632-4949 x
LA=22 W=24 1.5x1.5'x1.5' DEEP N.C. ONE-CALL u
USE 18" CLASS II RIPRAP WITH MIRAFI 60OX C803 NOT TO SCALE CENTER IT'S THE LAW!
yNORTH OF EXANERS
FILTER FABRIC OR EQUAL P4
THRUST BLOCKING ENGINEERS ANDINA SURVO YARD ORS LICENSE NO.C-O3035
I
o `kjjlfli fill fCA
I SEALI'D
N i
o s Q39114
SHEET NUMBER
o •,-�j�,��I�IEE J���.
�Yoil
C803
12/8/22

ROY COOPER
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT lu
Governor
THE NCGO3 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER _ MICHAEL S. REGAN
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. a ���''""'��"'
activity being considered compliant with the Ground Stabilization and Materials Handling ° "' Q�r t a Secretary
sections of the NCGO1 Construction General Permit(Sections E and F,respectively). The 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the 0 0 J -2��I� ( DEMLR Monitoring Form Rev.08012013 Page 2 of 2
permittee shall comply with the Erosion and Sediment Control plan approved by the project. �� ° kill u :Ra/ Water Resources S. JAY ZIMMERMAN
m. Yoe � ,
delegated authority having jurisdiction.All details and specifications shown on this sheet 4. Collect all spent fluids,store in separate containers and properly dispose as ° J-1! Environmental Quality Director
maegatedy not ply authority
dependingingjuitecondi.Alldetions ndthedspeci specifications
oshownrity havingthisshetion. hazardous waste(recycle when possible). B PART 2A: EROSION AND SEDIMENTATION CONTROL MEASURES: Measures must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
5. Remove leaking vehicles and construction equipment from service until the problem .�� «� 24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCH PER 24 HOUR PERIOD.
SECTION E:GROUND STABILIZATION has been corrected. TT
6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products Erosion and Sedimentation Control Measures Inspected
Required Ground Stabilization Timeframes am �snc:.x oeB �
to a recycling or disposal center that handles these materials. &.�"�.. _ a..rv.a Inspection Describe Actions Needed Date
Site Area Description y Timeframe variations
Stabilize within this ""
man calendar BE[ �WASHOOW GRA UT STRUCTURE ABnVE GRADE WASHOUT STRUCTURE « North Carolina DWR List of Approved PAMS/Flocculants Date Corrective actions should be performed as soon Corrected
m
days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE Measure ID or Operating Any Repair New Measures Installed* as possible and before the next storm event C
land disturbance 1. Never bury or burn waste. Place litter and debris in approved waste containers. Updated 4/01/2017 Properly? or
a Perimeter dikes, p Location and Proposed Actual SlpniflCant
( ) 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS (Y/N) Maintenance �V
swales,ditches,and 7 None receptacle)on site to contain construction and domestic wastes. 1. Do not dischar a concrete or cement slur from the site. Description Dimensions Dimensions Deviation from
perimeter slopes g slurry Company Product Maximum Recommended Concentration Needed?
3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local p Y/N LU LU Plan?(YIN)
(b) High Quality Water 7 None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. Applied Polymer System APS 712 59.3 ppm
(HOW)Zones 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in
from upland areas and does not drain directly to a storm drain,stream or wetland. addition lace the mixer and associated materials on impervious barrier and within Applied Polymer System APS 730 5.6 ppm ♦O,
(c) Slopes steeper than not
slopes are 10'or less in length and are P P Y V
3:1 7 not steeper than 2:1,14 days are 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. Applied Polymer System APS 740 5.2 ppm
provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an **
allowed P ry P q ho Applied Polymer System APS 703d
-7 days for slopes greater than 50'in 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. If local standard details are not available,use one of the two Applied Polymer System APS 703d#3
** V/
-7 Perimeter dikes,swales,for days containers overflow. types of temporary Applied Polymer concrete washouts provided on this detail. System APS 706b **
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or Applied Polymer System APS 705 27.7 ppm ■�
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters. Liquid waste must Aquamark, Inc AQ100 Land surface application only at 39.7 ppm *New erosion and sedimentation control measures installed since the last inspection should be documented here or by initialing and dating each measure or
7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project.
6. Locatewashoutsatleast50feetfromstormdraininletsandsurfacewatersunlessit Aquamark, Inc AQ109 Land surface application only at 0.180g/I practice shown on a copy of the approved erosion and sedimentation control plan. List Dimensions of Measures such as Sediment Basins and Riprap Aprons
e Areas with slopes ditches,perimeter slopes and HOW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. y Ashland Hercules Water Tech Ashland Charge Pae 55 10 m /L
( ) P can to shown that no other alternatives are reasonably available. At a minimum,
flatter than 4:1 14 -10 days for Falls Lake Watershed unless 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive g g
there is zero slope waters unless no other alternatives are reasonably available. spills or overflow. Ashland Hercules Water Tech Ashland Zalta MC 9500 10 mg/L PART 213: STORMWATER DISCHARGE OUTFALLS (SDOs): SDOs must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
Note:After the permanent areas withtem temporary 3. Contain liquid wastes in a controlled area. y g Cape Fear Consulting PAX-CFC39A 5 ppm 24 HOURS OF A RAINFALL EVENT GREATER THAN 0.5 INCH PER 24 HOUR PERIOD.
P Y p ry 7. Locate washouts in an Basil accessible area,on level round and install a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site. entrance pad in front of the washout. Additional controls may be required by the
practicable but in no case longer 90 calendarda s after the last land disturbing 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from Cape Fear Consulting CFC-4330 4.5 ppm Stormwater Discharge Outfalls Inspected
P g Y g g P, g q approving authority. g p Date
activity. Temporary ground stabilization shall be maintained in a manner to render the construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project Carolina Hydrologies HYDROLOC PAM Land surface application only at 3.0 mg/I Inspection Report Visible Sedimentation to streams or wetlands to
An Visible An Increase An p
surface stable against accelerated erosion until permanent ground stabilization is achieved. limits. Post signage on the washout itself to identify this location. Stormwater y y y Date Corrected
PORTABLE TOILETS Carolina Hydrologics Floc Roll/Line/Flat 50 mg/L Sedimentation in Stream Visible An visible oil Land Quality within 24 Hours
9. Remove leavings from the washout when at approximately 75%capacity to limit Discharge y y
GROUND STABILIZATION SPECIFICATION o
1. Install portable toilets on level ground,at least50feetawayfromstormdrains, overflow events. Replace the tarp,sand bags or other temporary structural Chemical Solutions, Inc. CS-1234 and/or CS-1234D 500 mg/L per 18/D Solids (see below) in Streams, Turbidity Erosion sheen,floating or http://portal.ncdenr.org/web/ir/division-contacts
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonablyavailable. If 50 foot Outfall
components when no longer functional. When utilizing alternative or proprietary Chemical Solutions, Inc MK7154DP 10 mg/L Wetlands or from below suspended solids Or Describe Actions Needed
techniques in the table below: offset is not attainable,provide relocation of portable toilet behind silt fence or place products,follow manufacturer's instructions. ID Or
p o Outside Site Discharge? SDO? discoloration? Y/N
on a ravel ad and surround with sand bags. g � ) �V Temporary Stabilization Permanent Stabilization g p g Green Techniques Soil Defender Land surface application only at 0.008/D Corrective actions should be performed as soon as possible and
10. At the completion of the concrete work,remove remaining leavings and dispose of q pp Y Location ) before the next storm event
•Temporary grass seed covered with straw or •Permanent grass seed covered with straw or 2. Provide staking or anchoring of portable toilets during periods of high winds or in high in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance HaloSource, Inc. Gel Floc 2.56 mg/L Limits? (Y/N) Y/N) Y/N
other mulches and tackifiers other mulches and tackifiers foot traffic areas. caused by removal of washout.
•Hydroseeding •Geotextile fabrics such as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. HaloSource, Inc. LBP-2101 500mg/L
•Rolled erosion control products with or reinforcement matting Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace Hanes Geo Components TerraGuard Granular PAM 3.25mg/L
without temporary grass seed •Hydroseeding with properly operating unit.
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered HERBICIDES,PESTICIDES AND RODENTICIDES Innovative Turf Solutions EnviroPam 200 mg/L
•Plastic sheeting with mulch 1. Store and apply herbicides,pesticides and rodenticides in accordance with label
Innovative Turf Solutions Erosion Guard Powder, Erosion 200 mg/L
sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2, Store herbicides,pesticides and rodenticides in their original containers with the Guard Logs/Erosion Guard Flats
•structural methods such as concrete,asphalt or 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls label,which lists directions for use,ingredients and first aid steps in case of Innovative Turf Solutions FLOC 650 m /L
retaining walls and surface waters unless it can be shown no other alternatives are reasonably g
P g available. accidental poisoning.
•Rolled erosion control products with grass Leaner Meaner Greener, Inc L.M.G. Dust Magnet 281 Solution 0.05°/D PART 2C: GROUND STABILIZATION Must be recorded after each Phase of Gradin
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. possible
not store herbicides,pesticides and Tinto wells,
s in areas where flooding is o
P g P ossibleorwherethe may sill or leak into wells,stormwaterdrains, round waterreas Where Land Disturbance Has Been Time Limit for Is Ground Cover �,
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS five feet from the toe of stockpile. p y y p g Leaner Meaner Greener, IncIOC L.M.G. Dust Magnet 163 powder 0.5 m /L
or surface water. If a spill occurs clean area immediately. Completed or Temporarily Stopped Ground Cover Sufficient to Inspection Date
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. Leaner Meaner Greener 4. Do not stockpile these materials onsite., , Inc DBP-2100 28.125 mg/L Describe Actions Needed
construction,selecting from the NC DWR List of Approved PAMS/Flocculants. 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance Nalco Nalco 8187 100 ppm 7 days Or 14 Restrain Erosion? Date Corrected :4
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined da S Y/N
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated NTU GeoScru b 10, 13, 20, 23, 34 10 mg/L
PAMS/Flocculants and in accordance with the manufacturer's instructions. erosion on disturbed soils for temporary or permanent control needs. HAZARDOUS AND TOXIC WASTE NTU GeoScrub Bubbles 1 m /L M
4. Provide pond 1. Create designated hazardous waste collection areas on-site. g ing area for containment of treated Stormwater before discharging offsite. 2. Place hazardous waste containers undercover or in secondary containment. Paschal Associates Sales PFR P251 25 ppm Ca
offsite. -•-
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover ( ' NORTH CAROLINA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground. Southeastern Laboratories SEL FLOC 6026 7.5 ppm
or surrounded by secondary containment structures. a Environmental Quality Storm Klea o 9 Z
r 3/o Liqui-Floc .4 mg/L
Terra Novo EarthGuard .000625 mL/L
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 All these products should be used per the manufacturer's instruction and with Best Management
Practices.
Additional information for specific products:
+� o
• For use and toxicity guidance regarding CS-1234 and/or CS-1234D, please contact Cindy Moore v M
PART III PART III PART III with the DWR Aquatic Toxicology-BqWol%(QIW §442-or at cindy.a.moore(c-ncdenr.gov 1 >.", = o
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING 1y I--I N ro
State of North Carolina I Environmental Quality/Water Sciences Section \ >co c N
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING p 1621 Mail Service Center I Raleigh,North Carolina 27699-1621 1 I O oFC 0 E M
Self-inspections are required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported 1 W z c U
below. When adverse weather or site conditions would cause the safety of the inspection 919-743-8400 w
The approved E&SC plan as well as any approved deviation shall be kept on the site. The Permittees shall report the following occurrences: •~ Q . Z
o
personnel to be in jeopardy,the inspection may be delayed until the next business day on \ cc to
approved E&SC plan must be kept up-to-date throughout the coverage under this permit. (a) Visible sediment deposition in a stream or wetland. }l 0 0 n w
which it is safe to perform the inspection. In addition,when a storm event of equal to or The following items pertaining to the E&SC plan shall be kept on site and available for "a
~greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be cc< 3
inspection at all times during normal business hours. [�] 0 a C, z
performed upon the commencement of the next business day. Any time when inspections (b) Oil spills if: 1 ^ V v N
were delayed shall be noted in the Inspection Record. Item to Document Documentation Requirements • They are 25 gallons or more, \ 0
0 to
Frequency (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They are less than 25 gallons but cannot be cleaned up within 24 hours, C cc
Inspect (during normal Inspection records must include; and does not significantly deviate from the of the approved E&SC plan or complete,date I--I
business hours) locations,dimensions and relative elevations and sign an inspection report that lists each • They cause sheen on surface waters(regardless of volume),or •P-1 a.
0
(1)Rain gauge Daily Daily rainfall amounts. shown on the approved E&SC plan. E&SC measure shown on the approved E&SC • They are within 100 feet of surface waters(regardless of volume). aN M
maintained in If no daily rain gauge observations are made during weekend or
good working holiday periods, and no individual-day rainfall information is plan.This documentation is required upon the
order available,record the cumulative rain measurement for those un- initial installation of the E&SC measures or if
attended days(anc this will determine it a site inspection is the E&SC measures are modified after initial (c) Releases of hazardous substances in excess of reportable quantities under Section 311
needed). Days on which no rainfall occurred shall be recorded as installation. of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
"zero." The permittee may use another rain-monitoring device (Ref:40 CFR 302.4)or G.S.143-215.85.
approved by the Division. (b)A phase of grading has been completed. Initial and date a copy of the approved E&SC
(2)E&SC At least once per 1. Identification of the measures inspected, plan or Complete,date and sign an Inspection
Measures 7calendar days 2. Date and time of the inspection, report to indicate completion of the (d) Anticipated bypasses and unanticipated bypasses.
and within 24 3. Name of the person performing the Inspection, construction phase.
hours of a rain 4. Indication of whether the measures were operating
event
>1.0 inch in properly, (c)Ground cover is located and installed Initial and date a copy of the approved E&SC
24 hours s. Description of maintenance needs for the measure, in accordance with the approved E&SC plan or complete,date and sign an inspection (e) Noncompliance with the conditions of this permit that may endanger health or the
6. Description,evidence,and date of corrective actions taken. plan. report to Indicate compliance with approved environment.
(3)Stormwater At least once per 1. Identification of the discharge outfalls inspected, ground cover specifications.
discharge 7 calendar days 2. Date and time of the inspection, N
outfalls(SDCs) and within 24 3. Name of the person performing the inspection, (d) The maintenance and repair Complete,date and sign an inspection report. 2.Reporting Timeframes and Other Requirements No
hours of a rain 4. Evidence of indicators of Stormwater pollution such as oil requirements for all E&SC measures N
event 2:1.0 Inch In sheen,floating or suspended solids or discoloration, have been performed. After a permittee becomes aware of an occurrence that must be reported,he shall contact
24 hours S. Indication of visible sediment leaving the site, the appropriate Division regional office within the timeframes and in accordance with the W
6. Description,evidence,and date of corrective actions taken. (e) Corrective actions have been taken Initial and date a copy of the approved E&SC
p other requirements listed below. Occurrences outside normal business hours may also be
(4)Perimeter of At least once per If visible sedimentation Is found outside site limits,then a record to E&SC measures. plan or complete,date and sign an Inspection reported to the Department's Environmental Emergency Center personnel at(800) cc
site 7 calendar days of the following shall be made: report to indicate the completion of the W W 858-0368. W
and within 24 1. Actions taken t0 clean up or stabilize the sediment that has left corrective action. (]� pia > rr�' �
hours of a rain the site limits, Q Q (� C, 4
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and 2.Additional Documentation to be Kept on Site Occurrence Reporting Timeframes(After Discovery)and Other Requirements 0. 0..
24 hours 3. An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the (a)visible sediment • Within 24 hours,an oral or electronic notification.
releases. site and available for inspectors at all times during normal business hours,unless the deposition in a • Within 7calendardays,a report that contains a description of the
(5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a Division provides a site-specific exemption based on unique site conditions that make stream or wetland sediment and actions taken to address the cause of the deposition. Q Ca Z
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction L1l L1l [�
thi
s requirement not practical: Division staff may waive the requirement for a written report on a 'z Q
or offsite and within 24 activity,then a record of the following shall be made: q P Z [t7 V4
(where hours of a rain 1. Description,evidence and date of corrective actions taken,and Case-by-Case basis. '(J 3 U W a ti Z
accessible) event>1.0 inch In 2. Records of the required reports to the appropriate Division (a) This General Permit as well as the Certificate of Coverage,after it is received. If the stream is named on the NC 303(d)list as impaired for sediment- Q' C) "i
24 hours Regional Office per Part III,Section C,Item(2)(a)of this permit related causes,the permittee may be required to perform additional W U :4
(6)Ground After each phase 1. The phase of grading(Installation of perimeter E&SC monitoring,inspections or apply more stringent practices if staff Q Q U
stabilization ofgmding measures,clearing and grubbing,installation of storm (b) Records of inspections made during the previous twelve months. The permittee shall
determine that additional requirements are needed to assure compliance
measures drainage facilities,completion of all land-disturbing record the required observations on the Inspection Record Form provided by the with the federal or state impaired-waters conditions.
activity,construction or redevelopment,permanent Division or a similar inspection form that includes all the required elements. Use of (b)oil spills and . Within 24 hours,an oral or electronic notification.The notification
ground`aver). electronically-available records in lieu of the required paper copies will be allowed if
2. Documentation that the required ground stabilization release of shall include information about the date,time,nature,volume and
measures have been provided within the required shown to provide equal access and utility as the hard-Copy records. hazardous location of the spill or release.
timeframe or an assurance that they will be provided as substances per Item
soon as possible. 3.Documentation to be Retained for Three Years 1(b)-(c)above
All data used to complete the a-NOI and all inspection records shall be maintained for a period (c)Anticipated . a report at least ten daysbefore the date of the bypass,ifposslbfe.
NOTE:The rain inspection resets the required 7 calendar day inspection requirement. of three years after project completion and made available upon request.[40 CFR 122.41] bypasses[40 CFR The report shall include an evaluation of the anticipated quality and
122.41(m)(3)) effect of the bypass.
N PART II,SECTION G,ITEM(4) (d)Unanticipated Within 24hours,an oral or electronic notification.
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT bypasses[40 CFR . Within 7 calendar days,a report that includes an evaluation of the
N 122.41(m)(3)) quality and effect of the bypass.
Zi (e)Noncompliance • Within 24 hours,an oral or electronic notification.
FN
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down with the conditions . Within7calendardays,a report that contains a description of the M-I
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather). of this permit that noncompliance,and its causes;the period of noncompliance,
Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: may endanger including exact dates and times,and if the noncompliance has not O
health or the been corrected,the anticipated time noncompliance is expected to
a (a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawal environment( continue;and steps taken or planned to reduce,eliminate,and a/
shall not commence until the E&SC plan authority has approved these items, CFR 122.41(I)(7)J prevent reoccurrence of the noncompliance.a CFR 122port(6).
I . Division staff may waive the requirement for a written report on a ���------III
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, case-by-case basis.
b (c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include `J
properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, O
Q (d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c)above, .-W^-
I (e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and ; fd�,�'!
NORTH CAROLINA
N if) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. Environmentat Quality 04
N NCGO1 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
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CENTER IT'S THE LAW!
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NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO.C-3035
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NO `IIIItf1l1/ftI
I SEAS.I'D �
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SHEET NUMBER
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' C804
12/8/22