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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
FX: [phone] CONTACT: TONY JOHNSON
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CONTACT: NATHAN BIVINS, P.E.
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C300 PHASE 3 EROSION CONTROL AND GRADING PLAN OVERVIEW
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C301 PHASE 3 EROSION CONTROL AND GRADING PLAN STEP 1
_ C302 PHASE 3 EROSION CONTROL AND GRADING PLAN STEP 2 & 3
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_ C303 PHASE 3 EROSION CONTROL AND GRADING PLAN STEP 4
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C305 PHASE 3 EROSION CONTROL AND GRADING PLAN STEP 6
C306 PHASE 3 EROSION CONTROL AND GRADING PLAN FINAL STEPo
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y U.S.G.S. 7.5 MIN. TOPOGRAPHIC MAP,KINGS CREEK, NC QUADRANGLE, DATED: 2019 0 2000 4000 Ci803 DETAILS
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GENERAL 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. SURVEY FLYOVER WAS PERFORMED BY VULCAN MATERIALS COMPANY ON FEBRUARY TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. RELOCATE EXISTING UTILITIES AS INDICATED, OR AS
28, 2024. CIVIL & ENVIRONMENTAL CONSULTANTS, INC. IS NOT RESPONSIBLE FOR THE ACCURACY OR NECESSARY FOR CONSTRUCTION.
COMPLETENESS OF THE INFORMATION SHOWN. 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY
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
3. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES (INCLUDING THOSE LABELED MEASURES SHALL BE INSTALLED BY THE CONTRACTOR IF DEEMED NECESSARY BY ON SITE INSPECTION.
PER RECORD DATA) PRIOR TO THE BEGINNING OF CONSTRUCTION OR EARTH MOVING OPERATIONS. INFORM 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.
ENGINEER OF ANY CONFLICTS DETRIMENTAL TO THE DESIGN INTENT. 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 THECONTRACTOR. CHANGES INCLUDE BUT ARE NOT LIMITED T0, INCREASED IMPERVIOUS PAVEMENT, ADDITION / 5. CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS NECESSARY TO ESTABLISH PERMANENT SOIL
NC UTILITY PROTECTION SERVICES, AND ALL OTHER AGENCIES THAT MAY HAVE UNDERGROUND UTILITIES INVOLVING 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. a
THIS PROJECT AND ARE NON-MEMBERS OF NC UNDERGROUND PROTECTION, INC. LANDSCAPING,
5. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COMPLYING WITH APPLICABLE FEDERAL, 6. SEDIMENT SHALL BE REMOVED FROM SILT FENCE BEFORE IT IS DEPOSITED ONE-THIRD THE HEIGHT OF THE O
GRADING NOTES EXPOSED SILT FENCE. &do
STATE AND LOCAL REQUIREMENTS, TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION
OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND 7. EROSION CONTROL MEASURES INDICATED ON THIS PLAN ARE TO PROTECT ADJACENT PROPERTIES AND WATER
SUBCONTRACTORS TO INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS AND 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
PROGRAMS IN CONNECTION WITH THE WORK. 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.
6. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND OWNER'S REPRESENTATIVE FOR ANY 2. ALL ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATIONS. �`
AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES OCCURRING IN THE 0
COURSE OF THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS. 3. CONTRACTOR SHALL STRICTLY ADHERE TO THE EROSION & SEDIMENT CONTROL PLAN PREPARED FOR THIS
7. CONTRACTOR SHALL OBTAIN A PERMIT FOR ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH LOCAL, STATE, & PROJECT.
FEDERAL REGULATIONS.
4. EARTHWORK SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND STOCKPILING TOPSOIL, MASS GRADING,
8. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL APPLICABLE PERMITS, AND PAY ALL EXCAVATION, FILLING, UNDER CUT AND REPLACEMENT, IF REQUIRED, AND COMPACTION.
REQUIRED FEES PRIOR TO BEGINNING WORK.
5. CONTRACTOR TO REFILL UNDERCUT AREAS WITH SUITABLE MATERIAL AND COMPACT AS RECOMMENDED BY THE
9. ANY WORK PERFORMED IN THE LOCAL OR STATE RIGHT OF WAYS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER.
APPLICABLE LOCAL OR STATE REQUIREMENTS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THE
NECESSARY PERMITS FOR THE WORK, SCHEDULE NECESSARY INSPECTIONS, AND PROVIDE THE NECESSARY TRAFFIC 6. ALL SLOPES IN NON-PAVED AREAS SHALL BE 2:1 (HORIZONTALNERTICAL) MAXIMUM UNLESS NOTED OTHERWISE.
CONTROL MEASURES AND DEVICES, ETC., FOR WORK PERFORMED IN THE RIGHT OF WAYS.
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 1. DISTANCES SHOWN ON PIPING ARE HORIZONTAL DISTANCES FROM CENTER OF STRUCTURE TO CENTER OF
COUNTY. STRUCTURE, UNLESS OTHERWISE NOTED.
12. ALL GROUND SURFACE AREAS THAT HAVE BEEN EXPOSED OR LEFT BARE AS A RESULT OF CONSTRUCTION AND 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH THE INSTALLATION, INSPECTION,
ARE TO FINAL GRADE AND ARE TO REMAIN SO, SHALL BE SEEDED AND MULCHED AS SOON AS PRACTICAL IN TESTING AND FINAL ACCEPTANCE OF ALL NEW STORMWATER MANAGEMENT FACILITIES CONSTRUCTION. CONTRACTOR
ACCORDANCE WITH SPECIFICATIONS. IF NO SPECIFICATIONS ARE SUPPLIED, REFER TO NCDEQ EROSION CONTROL SHALL COORDINATE WITH ALL APPLICABLE REGULATING AGENCIES CONCERNING INSTALLATION, INSPECTION AND c�
MANUAL. APPROVAL OF THE STORM DRAINAGE SYSTEM CONSTRUCTION.
13. THE CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT 3. ALL STORMWATER MANAGEMENT FACILITIES, INCLUDING COLLECTION AND CONVEYANCE STRUCTURES SHALL BE
INFORMATION. IT IS NOT THE ENGINEER'S INTENT THAT ANY SINGLE PLAN SHEET IN THIS SET OF DOCUMENTS INSTALLED IN ACCORDANCE WITH ALL APPLICABLE LOCAL AND STATE CODES AND REGULATIONS. o
FULLY DEPICT ALL WORK ASSOCIATED WITH THE PROJECT.
4. ALL STORM STRUCTURES ARE NCDOT TYPES UNLESS OTHERWISE INDICATED. z
14. BEFORE INSTALLATION OF STORM OR SANITARY SEWER, OR OTHER UTILITY, THE CONTRACTOR SHALL VERIFY ALL
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. Cf$
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16. REFER TO OWNER SCOPE OF WORK AND LAYOUT FOR DETAILS AND TO AVOID CONFLICTS. M
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DEMOLITION NOTES 1I�ti11
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1. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD BY THE CONTRACTOR. 11 ,� w u-
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2. NO TREES SHALL BE REMOVED, NOR VEGETATION DISTURBED BEYOND THE LIMITS OF CONSTRUCTION WITHOUT THE I �� '� c o
EXPRESS WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE. 1 1 W °U N Z
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3. TREE PROTECTION FENCING SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY STANDARDS - OR - IN
ACCORDANCE WITH THE DETAILED DRAWINGS. DO NOT OPERATE OR STORE EQUIPMENT, NOR HANDLE OR STORE "'" U o a
MATERIALS WITHIN THE DRIP LINES OF THE TREES SHOWN TO REMAIN. ..�•i "'
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
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 w w
COORDINATED WITH THE APPROPRIATE UTILITY COMPANY / AGENCY. U a Q z o
7. EROSION & SEDIMENT CONTROL MEASURES AROUND AREAS OF DEMOLITION SHALL BE PROPERLY INSTALLED AND
FUNCTION PROPERLY PRIOR TO INITIALIZATION OF DEMOLITION ACTIVITIES. Q o
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8. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL AND OSHA REGULATIONS DURING ALL DEMOLITION w v
ACTIVITIES. v, a. L"
9. 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
g SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
10. 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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11. ALL UTILITY AND STRUCTURE REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT SHALL BE Z
COORDINATED AND PROPERLY DOCUMENTED BY A CERTIFIED PROFESSIONAL, WHEN APPLICABLE, WITH THE
APPROPRIATE UTILITY COMPANY, MUNICIPALITY AND/OR AGENCY. DEMOLITION OF REGULATED ITEMS MAY INCLUDE,
BUT ARE NOT LIMITED TO WELLS, ASBESTOS, UNDER GROUND STORAGE TANKS, SEPTIC TANKS AND ELECTRIC O
h TRANSFORMERS. DEMOLITION CONTRACTOR SHALL REFER TO ANY ENVIRONMENTAL STUDIES FOR DEMOLITION
RECOMMENDATIONS AND GUIDANCE. AVAILABLE ENVIRONMENTAL STUDIES MAY INCLUDE, BUT ARE NOT LIMITED TO
a� 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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NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO.C-3035
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LEGEND:
EXISTING MINE PERMIT AREA
o� - — — - EXISTING 150' ZONING UNDISTURBED BUFFER
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CURRENT AFFECTED PROPOSED CHANGE TO ag� EXISTING 25' UNDISTURBED BUFFER
CATEGORY ACREAGE AFFECTED ACREAGE TOTAL AFFECTED ACREAGE - \ EXISTING
�<�� - _ - _ \\ WETLANDS EXISTING INDEX CONTOUR
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. �`__ _ , r 1 / = EXISTING INTERMEDIATE CONTOUR
c i /i // '/ V 7 --- ��/ J / —� 1 S� s 7 Tyr w )\- \�_�J / /_ \ 4 I \ 2�� \ 'ir )
TAILINGS/SEDIMENT PONDS 61.00 0.00 61.00 \\�j �j// // /tr- / o \�^
/ -, /i /( ri// ( / / o / I l l 1\\\ 1 �` \\\\\\\ I / \� �- / / \ .\\ _ -
\� I ! \ � -� — EXISTING STREAM
//���/J�Jf Jll►l / //� --- • `^ // I �l�lll\ I\\ �` IIIIII \\\\ 1 / ( \ J r- \� \, I ��\ \ \ II ti ��\
IJ,_ �ji �_ ::%i / ,-_--o \\\\\\\\li^��� 11 (�\� \ / �_ / �. II \kI \ r � (r 1 / - — EXISTING 50' STREAM/WETLAND BUFFER
STOCKPILES 118.30 0.00 118.30 I) ( f c` l I / / \� \\\r\\ // \\ \ l c-- \\ \\ I� f^ J( I �
>>IIlI -, \\\11111(((�/_� / / l\ \�\ ��\\I`\\\\ �/� 1 \ �� 1 ��X �\ \ ( �� \ \\�� \\�\ --- EXISTING UNPAVED ROAD C
\\ c�- Il 111) / / / / \ \�- \ �\\\\�\� «)� 1 j )J�-�� pl --� \\ 11\\\\ ' "s --� \ !�
\ \-t\ \III I ( 1 \\�LN\ -- /�j I I O C� \\� 1 y�� �,� ,� Z) y EXISTING MINING PIT LIMIT a
1 l � IIIJ ( \ J c \ \ \\�\\�,\�Z �\\ /-\\ / !, I' �sR 1210 /r�`o/ �\ \ ���, - \ r
WASTE PILES 158.00 18.00 176.00 \ \ I 1/ JfJIJfJ I I \ � ) \ \ \ \\\\\\11\\�- II �� pP� l \ I� �u ' ll PROPOSED MINING PIT LIMIT
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PROCESSING AREAS/HAUL 77.60 0.00 77.60 \�?1 \I��\ \\\� \\ \\ \\ �9 ° p 1 \ ` 1- /J I / f `'1+\ } �\� � �\ t\�\� \
ROADS )1 \ \ \ �o / J/ -1 II \I \\ 111 I I I // J /JI 1 1 ( t I t ( \ x \
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`� �\ �\\\ \\\\\\ \ \_-- -/ 01 1 f / I f ) 1 � \ <\ Ms' `--- �� \\I »V�`�� --, \ I �\�� `\`�\
\I / =�/ \\\\�\\\\ \\ Q \ �\ /�_ /� �i-� I ) II, I I II I I I I I \I I/ / ' l/ //�/1° �� \�` _\ j �\� �� , r \\\\ I \ \ , — N
11\ /���\ \\\ \\\ ) IIII I I 1 I \\ll�\ Q ) r� \ r� \ \ ) � \\
MINE EXCAVATIONS 230.20 68.00 298.20 \\\/ //i*- \\\ \\\ \� \ I �-- � iJ j//� III \\ ( \\���\\ (�I �`�- ti 1 (( � NN \\ \ \ \( f ��`�\ \\
\�,'ll/ice-\�� `NN`-\�_ — ;, �'/�i�/ice\� \ ( I III 1 1 f �\ I\\ \� <�( \���� \ \ �(` -�--, \.�`�
/ I I I IIIIII \ \\ \� O�« f \�\ \�`"A \� \ \\_ \h1\I �\ \\ t i
�\� I �\\�_\\�\�- \\\��7 / O��/ -=-�v i/' )Il _J I I/// III \ , _/ 1 /~ \,/. ( ( �� \ }\ \ \ 1 II)I�� I EX/STING 150'
\\ 111 I \ \� �� _\\- I // �- 1 )1 ) 1 J \\, \
�1 \\l�l \\\ \1 �= _ \���J// ///' /�-�-\ \ �/ //, l 1 I l//%j//^\ l I 1 Jlll 1�^�����/ �I 1 1 �\ I f \ )� °ti3r"5.) 1 0f r_� III II ��\\ UNDISTURBED
OTHER (PLEASE EXPLAIN)* 52.20 20.00 72.20 1 \ \\\\ _ // / ✓ \\ I ✓�I((( ) J//// i�/mow/ 1 > \\ .`� �r 1 ti \ ' J ��\ �� -II \\ BUFFER
\ I(ll \)\ \ \\\\ N. II� _- r of \\ / // ///��,—'J/ \ l (/ // �� IIII /,/� /� J//1 / ��. /( I I \ EXISTING / s sl� ig 1 d 4 VAc' \ =%
)1) )I � , \\\ _ / / /��// � _ \ I //�lllll 1 ,// /� \�i/l I I ®,) h�1 Sri I I ,STREAMS ,j o//� II it 1 '`�\ f I \�-�' ( J
I l I \ )I 1 + /j /11'r-, ^`� I I 1 / l (�iii�/// ll\l\I\\\ l l /�i / �\\ �i I z \ �i )s�;I' ll /- i t l/f ( II q hl��h\ \ f a
\C )1II II \ / ,� -/ .O //J1 J/ /\_ J/// / / ////�1111II EXIST/PIG 100 ' I/ I < ,� \ //`� IIIIII �\ `h�4`` I EXISTING 25
TOTAL AFFECTED ACREAGE 697.30 106.00 803.30 \\( / I \ -- / / �// f //�� � /n� // IIII l ( (, J \ o, ��c � \ UNDISTURBED �-
l�l - //JJ /��\ I \ ( = /_�/L�, /// ///`✓7/,/, /�/(�- JJII I 1 / 1� POWE;III E iASc'�iI 1r \ \�f / 1 �� - ` \( II u/ �� S�� Il r
f / _ 1 ( BUFFER
I��//i \ \ \ pPIL r 1' // / //ice / l\ �\ /'��( I \ \ �,�� J} a ��� ��-� _. )
/ / \ ��c I III \ / / I \ . -/f l� - \�\ ."� I I IC`� \ \ \ 1
llh--�jJ�i/�\ \ \ �� I)���� /, / � �// i - \\\� l 1 II \� //JJI )) \ i` `�/, /� >-✓ ��� i� II I \\�\ \ ( l t , f/ �\
TOTAL PERMITTED ACREAGE 1,461.22 0.00 1,461.22 'li.--�/ 1 \ J ,z/A \ / / // , \\\\\\~\)IIIIII \ //%/// I I I l\ 1 1 -�� ,h \ \ . Z- f ,_
Uri _—J� \ �� / ( \\\\\\\1� /// / ( ( ( < < ,� \\ \� 1\ 1 �\ \�ii//i //f \ �� f\ �� �_ }_�\�\\� 1 �I. 1 }
—r / \ / /,. \ �. //� /III \\ �\ 11 \ �/ / I J I 1��.\ �_ r ��� I I ,�---.1- `� .�
\ `/ \ \\l l(- s I I 1 l \ \ \\ -///// / 1, // --- .� -i \ EX/STING
\ 1 S I I �__- STREAM /. ti I-/ -- \� ��/AI/ /1 /) ) \\\\\\\� / I ( IIIII 1 I \ �\J/ I I \�\\\ .� //, �/ /�J I }�111` ' �// 1
* \ / / 1»�, III �f� l\I1I /11 'lll'1�\ ��// ��// / �i.rl,.l,r l / S
OTHER CHANGE TO AFFECTED ACREAGE INCLUDES PERIMETER ROADS AND STREAM REGRADING, \ / // �j///J / / \\\ �L\\� l� �`�� J (/(' I �,/ //// /J/ / / J l 1// - r ,,.�, , ,`
- \ / /-J//�/////Jl( 1 I '\ I-:- � / Jllll �l ��//Clll� ( �� / � \�`1111 I ( \/ice- 1
/ \ /� ,/i �/l ( ` I \�� \\\\\ /Jll/I JJJI\\��� \ I OUTFACE III �I ( � ti,, I ��)}I\ \\ \\_
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\� //,� / �i /// / \ I r` \ \ \ ///) IIII �_/ / �� III 3, (t /, \\\ - \/��" °- \`\\� I c\ \
.� e // - / / /// -----\\\ \\\�\\, ��_ �'' %il r \\\\� ) j\\\ \\ \ 11 \ II . / // g �., \\ \\\��` I 1 \"-" IN
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Map ID Parcel Number Property Owner Mailing Address City State Zipcode LEGEND.
1 745300373901 PRICE ROBERT N ET AL PRYCE 151 CLEARVIEW POINT DR MT GILEAD NC 27306 EXISTING MINE PERMIT AREA
ANDREW L
2 745302566394 THOMASCAROLT 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 >>
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 124 TILLMAN RD ROCKINGHAM NC 28379 ' 16
10 Removed Removed Removed Removed Removed Removed EXISTING MINING PIT LIMIT 10 �I
11 745302684265 SWINNIE LEWANDA 703 ARMSTEAD ST ROCKINGHAM NC 28379-3770
12 745302688252
SMITH DOROTHY S ET AL SMITH 264 LASITER ROAD ROCKINGHAM NC 28379 i PROPOSED MINING PIT LIMIT
CHRISTOPHER T SR o
13 745302780206 ROBINSON PALISHA T 268 LASSITER RD ROCKINGHAM NC 28379
14 745302782397 DRAKE RUFUS PO BOX 185 ROCKINGHAM NC 28380 ❑ O \ �� \ 19 O
15 745302785346 DRAKE RUFUS PO BOX 185 ROCKINGHAM NC 28380 20 21
16 745302786240 MASON ALEXANDER 203 E TEMPLE AVE ROCKINGHAM NC 28379
6 7 8
17 745302787060 WALL FAIRLEY 365 SANDHILL RD ROCKINGHAM NC 28379 � � O
18 745302779707 WALL JOHN B e� PQ SR 1210 �\\\
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 \\'k
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 O N� 4
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 O \�p
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 C/O JAMES ° v\ O2
29 745304848533 SWINNIE 8007 MOCCASIN TRAIL DR RIVERVIEW FL 33578-88540 1
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 • I II II II�I `\�\\\\ 24
32 745304845419 EVANS ARNITRA 4401 SWEET WILLIAMS LN WILSON NC 27896 II II II\ \ \\\\\\ I 1 O
COLE LEOLA C/O 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 1(
35 745304841433 PO BOX 2242 ROCKINGHAM NC 28380
COMMUNIT • U I I 25
36 745304840439 INGRAM VERA EST 225 BRYAN CIRCLE DR ROCKINGHAM NC 28379
37 745304748241 DAVIS LESTER&MARY 201 GALESTOWN RD ROCKINGHAM NC 28379 J
38 745304739727 DAVIS PORTIA DAVIS 197 GALESTOWN RD ROCKINGHAM NC 28379
39 745304830714 STEELE CURTIS C/O CORDELIA STEELE 122 NORTH SIDE DR ROCKINGHAM NC 28379
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40 745304831707 122 NORTHSIDE DR ROCKINGHAM NC 28379 • "A 00 x I� II 'P \�
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41 745304833712 STEELE CURTIS 11&DONNA 193 GALESTOWN RD ROCKINGHAM NC 28379-7405 f ' \ \\p�. 1 0 29 OO
ROBERTS LEONARD C JR v a O \ f II \\ I' 36 35 34 3 _ O '�
42 745304833522 116 LAKE RD ROCKINGHAM NC 28379-7408 \ O \
ROBERTS GWENDOLYN JO 98
43 745304736575 DAVIS LESTER&MARY 201 GALESTOWN RD ROCKINGHAM NC 28379 O n
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44 745304738355 RICHMOND COUNTY 1401 Fayetteville Road ROCKINGHAM NC 28379 97 , \` ��--� � �`L I rr�3 � • /�
45 745304923630 MONTALVO RIGOBERTO R& 153 LAKE RD ROCKINGHAM NC 28379-7409 91 93 96 j �\\�� / ��) ) \ I GALESTOWN ROAD SR 1117 I �'
LIZBEHT 0 9 �1 17 l 0�
46 745304823807 MCDONALD MARY FRANCES 140 LAKE RD ROCKINGHAM NC 28379 + I ROAD SR .� / �� / �� 37 + �7
47 745304825817 MCDONALD ARCHIE T&MARY F 140 LAKE RD ROCKINGHAM NC 28379 II GALESTOWN , �J 3
48 745304824538 EZZELL KIMBERLY 158 LAKE RD ROCKINGHAM NC 28379 —_ Ir Z
49 745304827306 THOMPSON JAMES F JR 157 NORTH ST HAMLET NC 28345 / O //------- �\ \\II ` I Q �p 0 0
50 745304920113 LINTON TINA POSTON 157 NORTH ST HAMLET NC 28345 (�= 92 �� p �� 43 �42
TUBBERVILLE JACQUELINE& 9O //
51 745304921010 MORPH 330 LAKE RD ROCKINGHAM NC 28379 94
52 745304911970 TUBBERVILLE & 330 LAKE RD ROCKINGHAM NC 28379
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53 745304913813 TUBBERVILLE JACKIE 330 LAKE ROAD ROCKINGHAM NC 28379 III / ��\I� \ / 1 /\
54 745304914328 LOVE GEORGE III&PAULETTE W 213 FOX WOOD DR HENDERSONVILLE NC 28791 d l I / O �/
55 745304915150 EWING AUDREY 350 LAKE RD ROCKINGHAM NC 28379 a •r r / I I ��� I' \ �� \\ II \\ \\ 46 ¢7 °p Q �wo1
YATES JOHN THOMAS&MONICA
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56 745304906776 216 BEANE RUN ROCKINGHAM NC 28379 / �•1 N a
57 746201096722 ROBINSON WENDELL H 229 W 29TH ST NORFOLK VA 23504 ' • / n / / `1 \ —/ / II 4$ o N o
58 746201096722 ROBINSON WENDELL H 229 W 29TH ST NORFOLK VA 23504 �\ Q ° j / EXISTING QUARRY �� �I ��\ �� �� i i �� O 1 •F•I w Q �W o
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59 746201097044 8910 BLUFFWOOD LN FORT WASHINGTON MD 20744 / r �/ • I 1 \
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60 746201087401 CITY OF ROCKINGHAM 514 Rockingham Road ROCKINGHAM NC 28379 _ �� N 3 Z
MOSS WILLIE GARRETT C/O 1�/? r QII \ \ gyp(( O o
61 746201168846 316 OLD CHERAW HWY ROCKINGHAM NC 28379-5528 ____
DENISE MOSS SMITH o I I \ I I I \ 5 0 a =
62 745202775253 MELTON HARVEY E&RITA H 215 CLEARFIELD DR ROCKINGHAM NC 28379
MWF IV 4-STATES,LLC ATTN:MR. I( l�\\\\ i� O II I II •� 1\ I ® O •rl o a
63 745201387444 BOB LYLE 654 N STATE ST JACKSON MS 39202-3303
64 745201387444 MWF IV 4-STATES,LLC ATTN:MR- 654 N STATE ST JACKSON MS 39202-3303 �/� �� 1 �/ \\��\ r \ �` \��J // I'�J�• 1\\\� \\ / /°Ij¢ O �/
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65 745201296800 ESTRIDGE PRESTON R 4918 LIGHTWOOD RD BENNETTSVILLE SC 29512 \
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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 ELLEN L 514 GALESTOWN RD ROCKINGHAM NC 28379 �� \ � // \ p \ 0 0
r \�STEELE WILLIE V EST C/O LINDA
70 745201193563 20824 BOTSFORD DR FARMINGTON HILLS MI 48336 ���
71 745300008049 ROGERS STEPHEN C&GLENDA DENISE JONES 86 PO BOX 922 ROCKINGHAM NC 28380 I
MEGGS JOEL LLOYD C/O TINA
72 745300008289 MEGGS FAIRCLOTH Ile
476 ZION CHURCH RD ROCKINGHAM NC 28379 _ \ '
ELLERBE LACY C/O JEFFREY S � \ - �/ / / o •I I "• I • o p
73 745201096861 1917 N 20TH ST RICHMOND VA 23223 85 / C r ��J JL J \ 1 N o
ELLERBE / �� r 0 72 66 I �� �c�� �1 U
74 745201097430 EDDINS JOYCE M PO BOX 107 BURLINGTON NC 27216-0107
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 $2• $1 $0•79 • p 65 �� I J �\ \ \ 2W Ca E
78 745201091750 BUTLER LARRY E&RHONDA 212 BUTLER CIRCLE ROCKINGHAM NC 28379 I �° 7 73 6$ �51
CAMPOS LORENZA GONZALEZ J II m O` 78 lJ Q \ /l �� ^ W ¢ O W
79 745201091749 1009 CLARK ST WINGATE NC 28174-8216 )/ J
LOPEZ DAVID CASTRO I 76 69 D Q ��\\ \\ \ F ( Q U G1 v a J
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80 744202999863 LOPEZ DAVID CASTRO (71009 CLARK ST WINGATE NC 28174-8216 II pC�\77 \
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Q4 81 744202998825 HELMS AARON&NELLIE 201 BUTLER CIRCLE ROCKINGHAM NC 28379 °° Q• c o : r \\ \
112 BUTLER STEVE RANDALL& O • •II c d p • 0 0 �� I \ \ 1
N 82 744202995886 CATHY PO BOX 251 CORDOVA NC 28330 n
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N 83 744202889436 JORDAN THREE LLC P O BOX 98 MT GILEAD NC 27306 _ �� • II o �� �=� vJ 59
N 84 744202864774 JORDAN THREE LLC P O BOX 98 MT GILEAD NC 27306
N85 744300711410 DOEINC 6300 N OCEAN BLVD MYRTLE BEACH SC 29572 /� 1 I • ` \C
86 745300002781 ROBINSON RICHARD T JR PO BOX 158 CORDOVA NC 28330 �� \1 II 4 r I �_ \ • ~~
87 744300711410 DOEINC 6300 N OCEAN BLVD MYRTLE BEACH SC 29572 p
88 745300026227 KUBIAK WILLIAM C&DORIS 459 ZION CHURCH RD ROCKINGHAM NC 28379 J a • .�ll �' o a �, • I
WILLINGHAM MALCOLM C& // F�
c 89 745300036295 )QHNNY PO BOX 517 ROCKINGHAM NC 28380
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90 745300032427 WATTS MICHAEL P&KIMBERLY 433 ZION CHURCH RD ROCKINGHAM NC 28379
a� 91 745300046029 ROBINSON RICHARD T JR PO BOX 158 CORDOVA NC 28330 // ❑ �,l �\ • • \ ° ♦ O F+i F-M
PLEASANT HILL AME ZION CH
92 745300131366 TRUS 105 LAKE ROAD ROCKINGHAM NC 28379 \ b / ar Oo °• �y ��l
0 RUFFIN JUDIE R C/O HENRY
IN 93 745300137578 DANCY 2839 BYNUM FARM RD PINETOPS NC 27864 / I • h-�i
63 //� \ w
h LILLY HUMPHREY EST C/O \ II • /// ® H
93A 745300147018 4612 BRENDA COURT CHARLOTTE NC 28269 I ✓
CAROLYN LILLY NELSON
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O 94 745300231385 DANCY 2839 BYNUM FARM RD PINETOPS NC 27864 \ �h /j 0 O
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3 95 745300242032 GALES AND R W LST JIMMIE 8973 JAMES B WHITE HWY WHITEVILLE NC 28472
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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
O 98 745300344520 WILLIAMS LILLY M 1504 KINGSTON PLACE THOMASVILLE NC 27360 / v
99 745300346678 HOLT STERLIN M JR 709 W HOLT ST MEBANE NC 27302
O REDDICK WALTER EST C/O ( �J
V 100 745300349723 PO BOX1392 CARY NC 27512
I� BRENDA WALKER I r r l W
k NICHOLS WILLIAM C JR&
O101 745300253747 DEBORAH 251 ZION CHURCH RD ROCKINGHAM NC 28379 It'
102 745300363782 MOORE ALBERT E JR 203 MARLBORO ST HAMLET NC 28345
2 / \ CALL 1-800-632-4949
BEFORE
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y CENTER IT'S THE LAW!
NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO.C-3035
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039114
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- -�^ / / ( r / / J �� /` \ \ �\ ' I -_ 1. FLAG WORK LIMIT AND MARK BUFFER AREAS.
�� , \ �_ / , / r�� / / / / / / / // Q ' \ / _ / / ( \ \ _��-- 2. VULCAN TO COORDINATE PRE-CONSTRUCTION MEETING WITH,
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\ \ l_-- / / / - / ( / // -y\ - �_ \\�� \ \ ♦�- )O \/ / ) ( / \!,�� r INSPECTOR, AND CONTRACTOR.
\ \ 1-1 / / /> ) // / ) / fit l / / l \ \ ­'�� �_��_,/1 \ 1 / �1 \�_----_ �� --„ ~' (� I \ ` /J I \ ) \ \ ;�\�\ -i/ --� _� 3. BEGIN GRADING WORK AREA FROM EXISTING MINING PIT.
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l \/ \ _// / / / J / / / / \ //// \ /� ( \\ \� \ ` \\\ \V r-- I--�--_ \�- \ _�y/ / -- \ ) I ( \ \ \ ~=�- -- FROM PERIMETER ROAD. PROVIDE A DRAINAGE DITCH TO x
\ I `� I,- / J / / / / / II I ( 1 //// // // �' I T"( \ \- ?`�O_ _�-�\ \\ -/\\_ -220 - ` _ --i i�Q �\j� \ice -�J�/ ���// / �� J \ \ 1 I ( /1 ` \- _� --_ ��_ COLLECT STORMWATER FROM THE WORKING AREA.
\ / / / f/ / I �-� \ / / /// // / / / � \ / `� -1 \� _ ��\ `) // �// / / -_ \ \ \ \ - - / 4. INSTALL PERIMETER ROAD UP TO LIMITS SHOWN ON THIS
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(- / / / /// / //(/ �� / / I / // ` (` / / \ \� _ \�_ -_-- �- - / ' - \\ -- 1\- 0/ �/ / \ \J (- \ \ \ I , / / 6. CONTINUE MINING ACTIVITIES TO STEP 1 LIMITS. z
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/ LEGEND
EXISTING MINE PERMIT AREA
J / J / / � 1 ' I`OI I I ►° I I I I I I � / � _ �- / l J > � / / ) � / / / /�� � - -�_ ��__\ ���-_�`�\ � --,
MEN MENEXISTING 150' ZONING UNDISTURBED BUFFER
Nil I I \ / PROPOSED 0 / / ) / / / / /J
LIMIT OF / I� -// / / ( I /, /// � ���\\\-Jam_ \\\�\ \ \\ EXISTING 25' UNDISTURBED BUFFER
DISTURBANCE / J / / / / //^Jam/ �--� \ \ \
- —
) \� I �_ EXISTING INDEX (MAJOR) CONTOUR
�' ,7 I
� ti ------- \_; ----- EXISTING INTERMED
IATE (MINOR) CONTOUR
NORTH
60 r EXISTING STREAM
\ \ 1 -� \ / //�/ / r i /25 I _ _ _ 1 EXISTING WETLAND
\ /' \ \�
CEXISTING 50' STREAM WETLAND BUFFER
ju %
_4* /A EXISTING UNPAVED ROAD/ r
PHASE 1 & 2 MINING PIT LIMITS E
260 yV
60/ / / / l / / PHASE 3 MINING PIT LIMITS (STEP 1)
?,Sp �'y // / / /� / / / I �J/ / ( t— — PROPOSED LIMITS OF DISTURBANCE
50 ��-� /� i / / // / / i I / ( 260 25 c�i
��\ -�-\ - �//( / / ��/ //� � / / /�// ` C SF PROPOSED SILT FENCE �
ROCK BERM FILTER �`- \�__ �' / , ���/ \\ �/ / // / /// / I /f( / / �' —► PROPOSED DIVERSION DITCH
(SEE DETAIL 4 ON C801)� \��^ -�-/ - �_ / ��_ /i /�// / // // / / / / 250 2
'100, / PROPOSED RIPRAP APRON
/ / / l/ -�( /� / , / 1 2.0% o PROPOSED ACCESS ROAD
Raw 100
01
�/ "000 STEP 2 CONSTRUCTION SEQUENCE
— ) -\ �, �/ / //� 1 / 1 ( I I / I 1. INSTALL ROCK BERM FILTER AT STREAM OUTLET AT STEP 2
0�- \ 1 -�-__� J �� / //_/ l\�\\�� --J LIMITS.
_ 2
\? \ 2. ONLY CUT THE DIVERSION CHANNEL ALONG THE EAST SIDE
\�\\ �- \ TO INTERCEPT THE EXISTING CHANNEL FLOW. INITIAL WORK IN
OF/ THIS STEP SHALL NOT INCLUDE ANY FILL.
ri
3. CLEAR VEGETATION WITHIN LIMITS AS SHOWN ON THIS PLAN
4. GRADE WORK AREA FROM STEP 1 END OF GRADING TO THE
END OF STEP 2. PROVIDE A WORKING WIDTH OF 150 FEET,
\ SLOPED✓ � N N�\ 2%o AWAY FROM THE PERIMETER ROAD. PROVIDE A
DRAINAGE DITCH TO COLLECT STORMWATER FROM THE
WORKING AREA.
� �/ ////// /// \ I \ 1 J J
5. STABILIZE SLOPES WITH PERMANENT SEEDING.
/ 6. CONTINUE MINING ACTIVITIES UNTIL EXISTING STREAM HAS °Q�
BEEN CROSSED.
/ -250 ♦ \� �/ \ / / / / II IIII III-
/ / / / / / ( / I I I III l / / STEP 3 CONSTRUCTION SEQUENCE o
,� // �i �i / ( I III IIII I \/ z
LIMITS OF STEP 1 GRADING 'L� \ 1IJill
I �2 I 1. WHEN STEP 2 IS COMPLETED AND STREAM FLOW HAS BEEN
\\ DIRECTED H DIVERSION N CLEAR AREA OF
NEW PERIMET R ROAD REMOVE ROOTS ANDSTU PS.
2
1 1 1
\� \ �C I \ / ( 1 1 I I I I 1 PROPOSED I �' 2:1 2. INSTALL PERIMETER ROAD AND SAFETY BERM THE END OF
260 \� �� \ \� I I I I I I LIMITS OF ' I FROM STEP 1 TO LIMITS AS SHOWN FOR STEP 3. F.4
DISTURBCE \ Ce3
AN
\ \ \ \ \ \ \\ �`x \ 0 ♦ �\- ��\\ 1 �\ I I I I II 3. PREVIOUS ROCK FILTER BERM WILL REMAIN UNDER a
\\ \C \ \ \ \ \
BEGIN EXCAVATION FROM STEP 1 TO INTERCEPT _ J i I I I I I I I I I I I I I I I \ ( ) PERIMETER ROAD SECTION. ADD AGGREGATE BASE COURSE TO �" U F n
m ) \ \\\ \ \ \ \ 22 2 2 - _ \ N I I I I I n0 1 ROCK BERM FOR STABILIZATION PRIOR TO ADDING PERIMETER 1 G> > o
/ / I I 2 / ROAD FILL. '' N M
THE EXISTING STREAM FIRST. / / / �`� ) ) I I III III IIII I ' 2.0% 1
AFTER FLOW HAS BEEN DIRECTED SOUTH TOWARDS 4. GRADE WORK AREA FROM STEP 2 END OF GRADING. PROVIDE >N o
EXISTING PIT, THEN CONTINUE WITH THE REMAINING / / r/- I I I I I I II 1 I I I I �' A WORKING WIDTH OF 150 FEET, SLOPED 2% AWAY FROM \ O +�
\ 1 I ) ) STEP 2 EXCAVATION \` iJ / �/ / // ��-� J/ 1 I II I I I , IIII I ' I l THE PERIMETER ROAD. PROVIDE A DRAINAGE DITCH TO 11 ,k 0 a w d
\ I \\ I �� \ \ \\\\\ l \ ?60 / // r/ II II I I 1 COLLECT STORMWATER FROM THE WORKING AREA. 1 P. o o � W
\ hI I I, I IN 1 I I 3. PROVIDE 5-FT HIGH SAFETY BERM FROM PERIMETER ROAD. \ '~ o Q 9 3 0
Z
--'� �� ' /I / / / / I I INI 11 III l I 1 I I I \ o PROVID 'J N 4. STABILIZE SLOPES WITH PERMANENT SEEDING. 1 1 W o" co
f!I E 15o WIDE \ 0?3
0
WORK qR� 5. CONTINUE MINING ACTIVITIES TO STEP 3 LIMITS O a
O
\\ N
SCALE IN FEET 1"=50'
/ / /till
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0 50 100
10
PROTECTIVE BERMad
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N/ I / o I / ' I / �l ll NI I ' I I __ w x d u x
O l i > /\ \, \ (l N `'/ �1 j ( � ��- I I /I��II 1 1 1 � r� Q v Q � a. w
o \
I PROPOSED PERIMETER ACCES D�
SEE DETAIL 5 ON C802
// < ��// / ,/ � ' y0 //ii'6j/i///�y�0
4k PERIMETER //
\ / / ///jam /// Nd00 ` `�
DITCHES/A
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VIM-
REFERENCE
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W / ) _ / i .)_--� \�J \ \ �\ = --_� ROCK BERM FILTER 2A0 '\ / �� / 0 1 \ \ � F-
i / / `j�/� - � '� \ \ � \ N. � � '- �- \ �� 1. EXISTING SITE BOUNDARY AND TOPOGRAPHICAL
/ — 7�- \ \mow (SEE DETAIL 4 ON C801) ����_ �- / / \ \_�--�- 1 \ \ a
,3) / / �-- /��\\ �v/ �-\`�- `�\ ��\ �-'10 -- \ INFORMATION PROVIDED BY VULCAN MATERIALS
COMPANY, INC. ON JUNE 2022.
�N) \ \- \ `-"\�\ \-� '\ ^�_ �� 2. AERIAL FLYOVER WAS PERFORMED BY VULCAN N
// I ( / / l ._� f� / \ \\ �\\�_ ) \220 ♦ ^ \---_�/�, J ,� \\ \ I \ N ( ON FEBRUARY 28, 2024.ILA
o /' � �// l ( l I l // /i/% � -�= �\.•-\_��\� �— o o � .os �� \,-�—�/`—�),o \ice/ \ I �. \� \� 1i 1 �
V, •/ �- ��/���� / ��/� // /// /� \ �� �; / \\\ �- �g/ YO __i/ ` I \�11 / •/ \ \- �tT��`�J�/� FBI /� r/1
100
5-FT-HIGH SAFETY BERM
-----
BEFORE YOU DIG!
J I l \ �� �/ —/ /,—�`� / / --- ---%/ CALL 1-800-632-4949
w
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—\� J I �� ---220 �— —\1 / / N.C. ONE-CALL C�
--_ —� \ \ 1-� / / I �) �\ \\ ��—/ ` CENTER IT'S THE LAW! ~ M
24'-WIDE PERIMETER ROAD
NORTH CAROLINA BOARD OF EXAMINERS FOR V1
( / \� -� / �O/ / / ( \ \ \ ( / ENGINEERS AND SURVEYORS LICENSE NO.C-3035
l ` A0r BERM BREAK (TYP.) / �- �\ \J
(SEE DETAIL 3 ON C801) � �_ �� // / / � 1 ++"'�++►
,��� 1� CAq'` .,, A�
STEP 2 - -
---- — 23 \��
/��/ // // O l I ( / /l / 2
-`��4--4 \� \\ �- o\I �� / 1 \ SEAS.
50 - 7\ \ ���N/ \ I \ I K ) Q39]14 -
�/ / r _ I " '
\ \ �-, \ � l \ \ I SCALE IN FEET 1 =50 � SHEET NUMBER
/ / / / \ \ LIMITS OF STEP 1 GRADING �\ \ \ L \ \ ( ;y,�l�l EE,J +�
// �� \ \ , IC302
NI
07/03/2024

---------- /��%''/ LEGEND
---- _-- l-
------ __-- / EXISTING MINE PERMIT AREA
EXISTING 150' ZONING UNDISTURBED BUFFER
---_\___—__--__--_—_——_--_-----
EXISTING 25' UN D ISTURBED BUFFER
_____ ____ ___-- % 30L EXISTING INDEX (MAJOR) CONTOUR--------------- _--------- ---------_______ _ —— _
---------- — _ EXISTING INTERMEDIATE (MINOR) CO N TOUR NORTH
-- --_------------------- ------ - EXISTING STREAM
______--_______ __'\ "_ -- — I — EXISTING WETLAND
- mw—
EXISTING 50 STREAM/WETLAND BUFFER
I 1 / / I ) I ( I I / I I l ! I 1 I I / l � � � \ � / / / -- _---- ------- � _1 -- / `/ \ l✓//.
/-J ry / ! 0 I
EXISTING UNPAVED ROAD
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( I 1 I I '' / — l_,f PROPOSED LIMITS OF DISTURBANCE/ II II/ / '/ '_
/ / / _ I SOON
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2. CLEAR VEGETATION WITHIN LIMITS AS SHOWN ON THIS PLAN
250 260 \ —i / 3. EXCAVATE THE EAST SIDE INITIALLY TO INTERCEPT THE
STREAM FLOW AND DIRECT STREAM FLOW TO THE SOUTH.
��� / .!- 25 4. STABILIZE SLOPES WITH PERMANENT SEEDING.
r ) ( I I 1 1 \ /��
5. CONTINUE MINING ACTIVITIES TO STEP 4 LIMITS.
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"1 LEGEND=___ _ _ _ _ —————— —
------ EXISTING MINE PERMIT AREA\ ------------ —
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low _y� ___-- — \ / i \ \ \ EXISTING 25' UNDISTURBED BUFFER
EXISTING INDEX (MAJOR) CONTOUR
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r / \ \ PHASE 1 & 2 MINING PIT LIMITS E
~ L_�` PHASE 3 MINING PIT LIMITS (STEP 1)
PROPOSED LIMITS OF DISTURBANCE
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I \ 1 / / I I �1 I \ \ \ \ / I// j / / , �\ // i l \ � �`\ J \ � PROPOSED DIVERSION DITCH
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( I \ 1 \ \ 250 J I STEP 5 CONSTRUCTION SEQUENCE
1. REGRADE WESTERN STREAM TO ESTABLISH GRADING
I ` I ( \ \ \ \ ■ 6 240 \ / �/ / \ C \ TRANSITION TO THE PERIMETER ROAD. INSTALL ARMORING ON
I/ \\ I �� \\ \� I ' ■ Icy \ / _ � THE BACK SLOPE.
I .L�$ ■ BERM BREAKS EVERY 100' (TYP.) — /
—"-- / /� 1 � l r 2. INSTALL PERIMETER ROAD FROM STEP 3 TO LIMITS AS
REGRADE I �\ (SEE DETAIL 3 ON C801) / / �
J 1 \ \\ SHOWN ON THIS PLAN.
I EXISTING \ \ 0\ 5\
I \ STREAM \ \ \ \ v 32 ' ■ I �J ��/ Li — v / /�
I \ r \`�_`J_� � // r�\�/ /— \ � 3. PREVIOUS ROCK FILTER BERM WILL REMAIN UNDER
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PERIMETER ROAD SECTION. ADD AGGREGATE BASE COURSE TO
I PROPOSED , \ \\ \ 1 < 23 --/ —�� / I r� ROCK BERM FOR STABILIZATION PRIOR TO APPLYING c�
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� LOCATION \\ \ ■ - ,i � �l / / �1 1 \�/ � PERIMETER ROAD FILL.
COEF STREAMNTERLINE ) / \\ \\\ I ■ i �� \ —s 1 4. STABILIZE SLOPES WITH PERMANENT SEEDING.
a , �l I 5. CONTINUE MINING ACTIVITIES TO STEP 5 LIMITS.
I \ \ CNI
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FILTER TO 260�
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�� ��\✓l // Ii// // J \ \ I i I I i I I III 2°Z 1 255 PROPOSED SURFACE PROPOSED BERM 255 INFORMATION PROVIDED BY VULCAN MATERIALS a
IIII IIII 1 � PROPOSED WORK AREA
I Ih � 250 250 1­' 2. AERIAL NFYL,YOINVCE.R OWN ASJ UPERFORMED
BY VULCAN
4 245 ON FEBRUARY 28, 2024. �-
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�� �� NORTH CAROLINA BOARD OF EXAMINERS FOR V 1
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,\ 1 / �� \� ��\ EXISTING MINE PERMIT AREA
, \\ \\ J \\ \� _ I L ( EXISTING 150' ZONING UNDISTURBED BUFFER
EXISTING 25' UNDISTURBED BUFFER
/ - \\ \� \ \\ � \\ \ �^ ,./ \` \\ \\ I \ l (� /� — —•3oo EXISTING INDEX (MAJOR) CONTOUR
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I , PROPOSED LIMITS OF DISTURBANCE N
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I PROPOSED ACCESS ROAD
4f 40/r/
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I �
STEP 6 CONSTRUCTION SEQUENCE
1. CLEAR AREA OF NEW PERIMETER ROAD. REMOVE ROOTS AND
STUMPS.
2. INSTALL PERIMETER ROAD FROM STEP 5 TO LIMITS AS
SHOWN ON THIS PLAN.
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REFERENCE [� Q
1. EXISTING SITE BOUNDARY AND TOPOGRAPHICAL a O
-\ \ _�� �\ \ r \ \-, \ \ \ INFORMATION PROVIDED BY VULCAN MATERIALS
PHASE 3 \ \ \ \ I \ I \ COMPANY, INC. ON JUNE 2022. \O
1 \ _ \ ■ \ \ �'�� (� MINING PIT \ \ 1 \ \ \ 2. AERIAL FLYOVER WAS PERFORMED BY VULCAN
� I \ \ / \ \ \ \ � \ ■ \ I � \ \� � \ � \ I �-`1-� � ON FEBRUARY 28, 2024.
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o 035
LIMIT OF � u� // � `� -' � � \ �'� \-• \---�� , .. - / \
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SCALE IN FEET 1 =50 � .. �! EE••' �
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/ 1 C `\�\ \_ -\ \-\ I`-'�-� / ` \ �V \\\ O` r I 1 t \ \ �"�"`y �` , EXISTING MINE PERMIT AREA
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j ( r \ � \ \ / I �Z,m/,;�, � ( I s \ \ 1 I \ ( J EXISTING 25' UNDISTURBED BUFFER
\ 1 I ( \n ` ` ----/\�-` �� \ �\ r/ '//�////�/ %/�/If) ( f I 1 \\ \� ',. \\�\ EXISTING INDEX MAJOR CONTOUR
�) 1\ \� l� i \_ \v ) - /1 ////�// \/// ' 1 \ \ / I ( \� \ \-) �` /1\ ----- EXISTING INTERMEDIATE (MINOR) CONTOUR NORTH
\ I 1 \ L \.i\'n�-I s-\ n \- ) / ��� // = = = = = EXISTING STREAM
/ I /) l Z_�__ c 1 \_ ' ////,// // / \ / ) \ \ \ \ EXISTING WETLAND
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I L _ PROPOSED LIMITS OF DISTURBANCE
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I �'� — - — ------------ ' -) \\ �� \ \ \\ \
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111 / -___-- - 1 _ \ \ \ \ � \
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I/ l I 1 ( 1 J ( 1 I ) ) / / ✓ / ,�, \ I I 1 �- , \ \ \ 1 \ \ \ \ \ 1 FINAL STEP CONSTRUCTION SEQUENCE
// /// i I I l�)I I )�I) \��//7 f I I l-� \1 (/ "' I _ �� `\ \\�� ,_ \ l\ h ��� \J) \ ` \ ( \ \ \ 1 \\ / \ 1. CONTINUE MINING ACTIVITIES AND EXCAVATION.
/ / /�(f r j1 J ) ) 11\J I 1\ ) ,> I ;�r' l )� 1I / - — \ \_ \ 1_\ \ \\ \ \ \ 1 ( 7 j 1 \ \\\ \\
/ //�/J� > �' / ( I �I\1 \ ` I ) ) �1 1 I`I (1 \�\ I I \' 2 0 /-/ �� ( -\\\\�`�\ `r~�\ \- \\�J\ \ \ \ �) / / \ \\ \ 2. EXCAVATION TO DEPTHS SHOWN WILL BE PERFORMED IN
/ ///(/ / ) \ ) f I I ) ) I I ( \ 1 I \ / \_ ! 1\ 5 \\ \ \ \ ��, \ ) l s \ \\ /_ PHASES ACCORDING TO SITE CONDITIONS AND PER OWNER
I �� I l(� r I �� I ( I \l��� ) I \ 1 / `III �� \ \ ( L ��o /� /__ --�` \� \� ,\� L�l\ l i \ \ I\ ( I r z \ \ \ f �/ / F
I \( \ \ \ INSTRUCTIONS.
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/ J / 1 / I ) I \ \ \ I O � 11 0 l \ \\ J ( \ ( \ ( \ \ J - STORMWATER IS DIVERTED TO THE SOUTH PIT THROUGHOUT 2
/ �,.J \\ /( \ ( } I �o h � ' \ \ 2 PERIMETER DITCHES _ _ \ \ O ` \ \ I I l \ \ / /
� ( // I ) ) \ 1 I I ry ( I1 N ,\ \1�') \\I �� \l () \ L• ( � \)\\ \ ( 1 I / \ / \ \\ -) ,- / THE LIFE OF THIS PROJECT.
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QUARRY LIMIT
aoCXwcHAM QuAaar AT THE TIME THAT AN ACTIVE FACE
BECOMES A DEAD WALL, INFORMATION
RICHMOND COUNTY WILL BE SUPPLIED IN SUPPORT OF
THE
FINAL
/ REVLCLrAT1ON PLAN FOR UNCONSOLIDATED MATERIAL.
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BARBED WIRE
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FILLED WITH
WATER
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~3r���/%� WASTE STOCKPILE AREA' \`\y` I \ S ( \ \ \ \\\
PIT TO BE ALLOWED TO FILL WITH WATER ! s \ \1 \�J \ \\ \ I "
WS ELEVATION = 200.0't r� \ \
�l � // � / , ���, -� \ I\\�1 � l \ , \ \\�l TEMPORARY BARBED WIRE FENCE
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( , PROPOSED RECLAMATION FENCE I III\ SEDIMENT TO BE �\ n �; ` \�� �'�� \ �) \ L) CO
'
OR HIGH WALL BARRIERSJIJ C III Iv n 1 �f ` \ (� o
(� I S � I �' II REMOVED FROM BASINS \ ` \\ �, \ L �� � \`\�.,\ �^---"' �� 1 y \ r-I O a
�Jz r( .(�I / / ��� `� `l TYPICAL RECLAMATION .� M
�1/ AND AREAS STABILIZED \\ ( ) �ti^ L / I` 'p a
yr 1� /i'�i'f� l %��f /jr i1� Illti , 1 PIT CROSS SECTION
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1(( � � ° ` ° � '- ` l (<> ,�f S �� I (� / / r 2.875"0.D. 3 STRANDS OF BARBED
C TERMINAL POST WIRE FENCE
2.375"O.D.LINE
�� BRACE POST
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EXISTING RECLAMATION FENCE, -� �/ r/!/ f�(./f/�C� �� �--� l 1 (` S) p K \�1� \\\ \�< W Q o
OR HIGH WALL BARRIER 8' °
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(� r� Q v Q a w
I`� ) \ \ t I I y I I )I f Ill I�( // �// �� ✓ ))) .r-� I ` C \�\`\~ 7 THE FENCE SHALL BE LOCATED AS INDICATED ST THE PLANS AND SHALL BE COMPLETE,INCLUDING POSTS
/ 1 SET IN CONCRETE,FENCE FABRIC,BRACES,INSTALLATION AND ALL OTHER INCIDENTALS NECESSARY TO 2'
, 1, J r ( S S ) �� �� IJ
�I S \�^ ITS CONSTRUCTION. THE COMPLETE FENCE SHALL CONFORM TO THE CHAINLINK FENCE MANUFACTURERS
`�( INSTITUTE'S INDUSTRIAL STEEL SPECIFICATIONS FOR THE FENCE POSTS,GATES,AND ACCESSORIES,AND BERM TO BE CONSTRUCTED OF
21
tI ! \ 7 \�\\` I� fr \ f� • �.-�_�,.�,_ �\ \l \\ ��L 4^ II// I EARTH OR BOULDERS
y/ ) l� I I NCDOT STANDARD ES,B .
/ J f/ 1I 1� ((I 1 1 I 1 /�( 1 ( S 1 Ii��l1� I(( ({ POSTS,GATE FRAMES,BRACES,RAILS,STRETCHER BARS,AND TRUSS RODS SHALL BE OF HIGH CARBON
I \ 1 ) I J 4 /)III 1�I I �� �ti��� �-- J/// f 1\\ `l` ll l (( STEEL,AND GATE HINGES,POST CAPS,BARBED WIRE SUPPORTING ARMS,STRETCHER BAR BANDS,AND
n`) OTHER PARTS SHALL BE OF STEEL,MALLEABLE IRON,DUCTILE IRON OR EQUAL EXCEPT THAT THE TIES
AND 4
CLIPS MAY BE ALUMINUM.
EXISTING PIT TO BE ALLOWED TO FILL WITH WATER �)
WS ELEVATON = 200.0 of
OUTFACE 1 \ `1\ 1-► \ I f 1 ti (�/ 1 FENCE SHALL BE SIX FEET(6')IN HEIGHT,COMPOSED OF CHAINLINK FABRIC,WOVEN FROM GOOD
` h� \� �'� ` ` j `� �> \I�I \ COMMERCIAL QUALITY No.9 GAUGE STEEL WIRE CAPABLE OF WITHSTANDING A BREAKING LOAD OF 2,170 —
1 /) J 11 )( \ h 3 1 ((( LBS. THE FABRIC SHALL BE WOVEN 2"X2"MESH AND ZINC COATED,AS HEREINBEFORE SPECIFIED AFTER I III III III III III III
12-010 f� ) l J ? ( IIh� , \ ./-� -\ \ I / 3 1 \�\\ FABRICATION.THE ZINC COATING SHALL BE APPLIED IN A CONTINUOUS PROCESS AND SHALL NOT BE
\ \ r I I APPLIED TO THE FABRIC IN ROLL FORM.
—
{ NOTE:ROLL FORMED LINE POST MAYBE DRIVEN TO A MINIMUM OF 3'-0"IN LIEU OF CONCRETE ANCHOR,
EXISTING I—I
. . SEDIMENT
UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
CHANNEL
( ,IIIII STANDARD CHAIN LINK FENCE TEMPORARY HIGHWALL BERM
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^�j'�` 1. EXISTING SITE BOUNDARY AND TOPOGRAPHICAL
( INFORMATION PROVIDED BY VULCAN MATERIALS a
r /llll)i �� s-1- -_ 11\ll i illllll
� 3� COMPANY, INC. ON JUNE 2022.
- -•� ( I IIII / L -f ��N�~ r qr� �)) 1 11 l l \LZ ��,� Lei\ ' J r (/ \ 2. AERIAL FLYOVER WAS PERFORMED BY VULCAN
i� ON FEBRUARY 28, 2024.
[�
_f / I /// / f (> \\ F )_Fj /�(I�jl I II��I EXISTING PIT TO BE ALLOWED TO FILL WITH WATER / � 1sI(/ l/1
r / \ �r f� t I I ) J WS ELEVATION = 200.0E n 1J 1 / l ��� f ' / z fZs r _ / r✓ /J \ - Ir
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BEFORE YOU SIG!
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EXISTING INTERMEDIATE CONTOUR CENTER IT'S THE LAW! I"{
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EXISTING STREAM NORTH CAROLINA BOARD OF EXAMINERS FOR
( \ l C�� ) J\` `✓l�\�\,�\ / O / ENGINEERS AND SURVEYORS LICENSE NO.C-3035
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o i I) II I„JIh I T� )aa� S j \,17 ' \� / - EXISTING 50' STREAM BUFFER
`\lull` � `l ` A -�� � � �,\ ��\
��" � �� [l \ `\� ' PROPOSED FENCING .`�,4P� 8Q�'
f ! 11(I(1I - - - \ \\\ �\ �/ L �� ✓- � �-1�\\ I 1j� ( I I T ,✓ \'� `� p / I ---- EXISTING UNPAVED ROAD
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I/ WASTE STOCKPILE AREA Q��T�� =
� �l I I I!! t 3 \�?�f z>�\� / II �.:
l 1 HAUL ROAD TO BE LEFT FOR ACCESS / �/// IIII/h/l Jl I r 1 ) 1//%%� r�\\ _
PLANT AREA TO BE GRADED AND SEEDED�,�4�����+ i i ////I� ✓IIII I //���/ice \ l -��t-�#�\ 7 / II ®�I SHEET NUMBER
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200 400 07/03/2024

/ EROSION CONTROL MATTING INSTALLATION:
pP� EDGES SHALL BE TAPERED OUT 1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS ..r
G F'' TOWARDS ROAD TO PREVENT (RECPS), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND
TRACKING OF MUD ON THE EDGES
J oO SEED.
Q o000 °�
00�0 O 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A 6"(15CM)
/ QOOoO�OOoO�OO °;oe g° So M� DEEP X 6"(15CM) WIDE TRENCH WITH APPROXIMATELY 12" (30CM) OF RECPS ROLLED EROSION CONTROL C
N EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE
uQ' �pOO °° °° RECPS WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30CM) APART IN MATTING OR ROCK RIPRAP a
�n�l In�O�O QO�O g, QO THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTERoO0O STAPLING. APPLY SEED TO THE COMPACTED SOIL AND FOLD THE REMAINING �/ E
ooD�o�IO�o�o 12"(30CM) PORTION OF RECPS BACK OVER THE SEED AND COMPACTED SOIL. O
p0 Op00 0p00 Op SECURE RECPS OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES
12-INCH MIN. Q��O Q00o OpOU SPACED APPROXIMATELY 12"(30CM) APART ACROSS THE WIDTH OF THE RECPS. 3B 2 N 1
�00 11 OOO c
�OOOOOOOOOOC� 3. ROLL THE RECPS (A) DOWN OR (B) HORIZONTALLY ACROSS THE SLOPE. RECPS 2 N
�OO� �OO� �' WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECPS
AVERAGE STONE DIAMETER OF npO�OCp MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN 12" WIDTHam
.�
2 TO 3-INCHES WITH A IO APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. 2' MIN
6-INCH MINIMUM DEPTH N�,�
4. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXIMATELY 2" -
UNDERLYING NON-WOVEN 5" (5-12.5CM) OVERLAP DEPENDING ON THE RECPS TYPE.
GEOTEXTILE FABRIC
5. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST BE END OVER END 1.0
-III
NOTES: INSPECTION & MAINTENANCE: (SHINGLE STYLE) WITH AN APPROXIMATE 3"(7.5CM) OVERLAP. STAPLE THROUGH 2"-5" = IIIIII STORMWATER DIVERSION DITCH - INSPECTION AND
OVERLAPPED AREA, APPROXIMATELY 12"(30CM) APART ACROSS ENTIRE RECPS - - MAINTENANCE
1. STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED 1. THE KEY TO FUNCTIONAL CONSTRUCTION ENTRANCES IS WEEKLY WIDTH.
AT ALL POINTS WHERE TRAFFIC WILL EGRESS/INGRESS A INSPECTIONS, ROUTINE MAINTENANCE, AND REGULAR SEDIMENT _ 2O III I 1. FERTILIZE SEEDED AREAS, RESEED, AND APPLY STRAW COVER
CONSTRUCTION SITE ONTO A PUBLIC ROAD OR ANY REMOVAL. III 1 = 6„ ACCORDING TO SPECIFICATIONS.
IMPERVIOUS SURFACES, SUCH AS PARKING LOTS. =III= =
NOTES:
2. REGULAR INSPECTIONS OF CONSTRUCTION ENTRANCES SHALL BE ® - - 2. REPAIR DIVERSION DITCH AS NECESSARY TO MAINTAIN A BARRIER AND
2. INSTALL A NON-WOVEN GEOTEXTILE FABRIC PRIOR TO CONDUCTED ONCE EVERY CALENDAR WEEK AND, AS RECOMMENDED, PROVIDE ADEQUATE STORM WATER FLOW. PROMPTLY REMOVE ERODED
PLACING ANY STONE. WITHIN 24-HOURS AFTER EACH RAINFALL EVEN THAT PRODUCES 1. IN LOOSE SOIL CONDITIONS, THE USE SOIL DEPOSITS FROM ROADWAYS, DITCHES, AND WATER COURSES.
OF STAPLE OR STAKE LENGTHS
3. INSTALL A CULVERT PIPE ACROSS THE ENTRANCE WHEN 1/2-INCH OR MORE OF PRECIPITATION. GREATER THAN 6"(15CM) MAY BE 3. INSPECT TEMPORARY DITCHES WEEKLY AND AFTER SIGNIFICANT ( INCH
NEEDED TO PROVIDE POSITIVE DRAINAGE. NECESSARY TO PROPERLY SECURE THE OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR
3. DURING REGULAR INSPECTIONS, CHECK FOR MUD AND SEDIMENT RECPS. ^ ^ ^r^ BELOW RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN
BUILDUP AND PAD INTEGRITY. INSPECTION FREQUENCIES MAY NEED ^ ^ ^ �' .' DISLODGED.
4. THE ENTRANCE SHALL CONSIST OF 2-INCH TO 3-INCH D50
STONE PLACED AT A MINIMUM DEPTH OF 6-INCHES. TO BE MORE FREQUENT DURING LONG PERIODS OF WET WEATHER. 2. ALL SLOPES WITH SLOPE ��� ��
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 3 STORMWATER DITCH
12-FEET WIDE BY 50-FEET LONG, AND MAY BE MODIFIED HAVE PERMANENTLY OR o
N.T.S.
AS NECESSARY TO ACCOMMODATE SITE CONSTRAINTS. TEMPORARILY CEASED SHALL C800
5. WASH OR REPLACE STONES AS NEEDED AND AS DIRECTED BY SITE BE STABILIZED WITH 1
6. THE EDGES OF THE ENTRANCE SHALL BE TAPERED OUT INSPECTOR. THE STONE IN THE ENTRANCE SHOULD BE WASHED OR SHORT-TERM
REPLACED WHENEVER THE ENTRANCE FAILS TO REDUCE THE AMOUNT BIODEGRADABLE ,�
TOWARDS THE ROAD TO PREVENT TRACKING AT THE EDGE OF MUD BEING CARRIED OFF-SITE BY VEHICLES. FREQUENT WASHING ^ ^ ^
OF THE ENTRANCE. WILL EXTEND THE USEFUL LIFE OF STONE PAD. DOUBLE-NET STRAW
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. FLUSHING SHOULD ONLY BE USED WHEN THE WATER CAN BE AND SEDIMENT CONTROL 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.
3"8. CONSTRUCTION ENTRANCES SHOULD BE REMOVED AFTER THE SITE ~
HAS REACHED FINAL STABILIZATION. PERMANENT VEGETATION SHOULD aka o
REPLACE AREAS FROM WHICH CONSTRUCTION ENTRANCES HAVE BEEN M
REMOVED, UNLESS AREA WILL BE CONVERTED TO AN IMPERVIOUS 1
SURFACE TO SERVE POST-CONSTRUCTION. 0 W2 1 H �'n M
END OF FLARED SECTION \ W o
cil co
TEMPORARY CONSTRUCTION ENTRANCE 7 1' MIN. 1 �� F W
N.T.S. 2 EROSION CONTROL MATTING 0% 11 �Lu u OM
C800 SLOPE
C800 N.T.S. - - - \ a I Z
Ilgilmil El�111=111�=1111= - - z
�,yy M
a_j � w
1 1 W � cc m
oa 3z
CA, U V N
\ p� i� oCID
1' MIN. cc
L)
FILTER FABRIC �-pi-i a
a
LAP AS NEEDED �> M
NATURAL GRADE
ELEVATION VIEW
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE Z B �Qa ° B RIP RAP
(MIN. 14 GAUGE 6"X6" WIRE) o �o
6' MAX EXTRA STRENGTH FABRIC WITHOUT POST J _ al I
WIRE FENCE RIP RAP FACED WITH #57 WASHED o -1 >
STANDARD HARDWARE
CLOTH - EXTEND 12" STONE - 6" THK MIN. W1 boo
BELOW GRADE END OF APRON
NOTE: CARRY RIP-RAP THOUGH TO BREAK IN BERM LAYER OF FILTER FABRIC T (THICKNESS)
5' STEEL POST x1l PLAN VIEW SECTION B-B v
(MIN. 1.33 LB/LF) io TO BREAK IN BERM N 00
w n
c' NOTES: SURFACE OF THE RECEIVING CHANNEL. 6. THE PLACING OF FILL, EITHER LOOSE OR w ¢ F o
GROUND THE AREA TO BE PAVED OR RIPRAPPED COMPACTED IN THE RECEIVING CHANNEL v a Q z
OPTIONAL 5' X 10' X 2' DEEP
_ N PLASTIC OR SEDIMENT PIT 1. CLASS OR MEDIAN SIZE OF RIPRAP AN SHALL BE UNDERCUT SO THAT THE SHALL NOT BE ALLOWED. o
WIRE TIES LENGTH, WIDTH AND DEPTH OF APRON INVERT OF THE APRON SHALL BE THE Q �
C1
1��=��� TO BE DESIGNED BY THE ENGINEER AND SAME GRADE (FLUSH) WITH THE 7. NO BENDS OR CURVES IN THE z z � w v O
O 8> ARE SUMMARIZED IN THE TABLE BELOW. SURFACE OF THE RECEIVING CHANNEL. HORIZONTAL ALIGNMENT OF THE APRON
THE APRON SHALL HAVE A CUTOFF OR WILL BE PERMITTED. w� Q v Q P w
2. RIPRAP SHOULD BE EXTENDED UP BOTH TOE WALL AT THE DOWNSTREAM END.
WIRE �0 EXCAVATE 8"X12" TRENCH UPSLOPE ALONG LINE SIDES OF THE APRON AND AROUND THE 8. FILTER FABRIC SHALL BE INSTALLED ON
FENCE EXISTING OF POSTS EXTEND HARDWARE CLOTH INTO TRENCH, / END OF THE PIPE OR CULVERT AT THE 4. THE WIDTH OF THE END OF THE APRON COMPACTED SUBGRADE PRIOR TO
GRADE SECTION BACKFILL TRENCH AND COMPACT SOIL DISCHARGE OUTLET AT A MAXIMUM SHALL BE EQUAL TO THE BOTTOM WIDTH PLACEMENT OF RIPRAP.
SLOPE OF 2:1 AND A HEIGHT NOT LESS OF THE RECEIVING CHANNEL. MAXIMUM
8'-0" MAX THAN TWO THIRDS THE PIPE DIAMETER TAPER TO RECEIVING CHANNEL 5:1. 9. ANY DISTURBED AREA FROM THE END OF
OR CULVERT HEIGHT. APRON TO RECEIVING CHANNEL MUST BE
ADDITIONAL HORIZONTAL
�\ �\ �\ �\ /�\ BRACE OPENING 5. ALL SUBGRADE FOR STRUCTURE TO BE STABILIZED.
������������� ������ �� � 3. THERE SHALL BE NO OVERFLOW FROM COMPACTED TO 95% OR GREATER.
4' 0.C r THE END OF THE APRON TO THE
N N 8" DOWN & 4" FORWARD EXISTING r
ALONG THE TRENCH
GROUND h•�
a WIRE SECTION VIEW
7 RIPRAP APRON O
FENCE DOZER TREADS CREATE CHOO N.T.S.
i CLEAT IMPRINTS PARALLEL f
FILTER TO THE SLOPE CONTOUR r U
STEEL FABRIC
POST BACKFILL TRENCH EXISTING O� �%
N AND COMPACT GROUND
N THOROUGHLY �� a
ATTACH HARDWARE CLOTH TO F-
STANDARD HARDWARE
POST SECURELY WITH TIES
✓_'
4" MIN //// CLOTH - EXTEND 12" SILT FENCE OUTLET TO BE
UPSLOPE BELOW GRADE LOCATED AT LOWPOINT IN SHOULD BE SEEDED AND STABILIZED
IMMEDIATELY. W
(DISTURBED AREA) NOTES: ELEVATION SILT FENCE OR AS SPECIFIED00
Q
Q \�� �� 1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND DAILY TRACKING NOTES:
a N �i DURING PROLONGED RAINFALL. REPAIR SHALL BE MADE AS NECESSARY.
1. TRACKING IS DEFINED AS DRIVING TRACKED MACHINERY UP AND DOWN SLOPES,
NOTES: O Q
2. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR. LEAVING THE CLEAT IMPRINTS PARALLEL TO THE SLOPE CONTOUR. z
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 2. PERFORM TRACKING AS SOON AS POSSIBLE AFTER THE VEGETATION HAS BEEN
DAILY DURING PROLONGED RAINFALL. REACH APPROXIMATELY 1/3 HEIGHT OF BARRIER. REMOVED FROM THE SLOPE. USE TRACKING WITH TEMPORARY SEEDING AND
m BEFORE YOU DIG!
o TEMPORARY MULCHING TO STABILIZE AN AREA. PERFORM TRACKING IMMEDIATELY
REPAIR SHALL BE MADE AS NECESSARY. -4949
4. SILT FENCE OUTLETS SHALL BE LOCATED AT LOW POINTS IN CONTINUOUS RUN OF SILT. AFTER GRADING ACTIVITIES HAVE CEASED (TEMPORARILY OR PERMANENTLY) IN AN CALL 1-800-632
N.C. ONE-CALL
U
2. FABRIC SHALL BE REPLACED PROMPTLY AREA. CENTER IT'S THE LAW! ~
SLOPE MAX. AREA IF FOUND TO BE IN DISREPAIR. 5 TEMPORARY SILT FENCE OUTLET C
o SLOPE 6 V LOPE TRACKING NORTH CAROLINA BOARD OF EXAMINERS FOR
t LENGTH (FT) (SQFT) C800 ENGINEERS AND SURVEYORS LICENSE NO.C-3035
<2%' 3. SEDIMENT DEPOSITS SHALL BE REMOVED N.T.S. CHOO N.T.S.
100 10,000 AFTER EACH STORM EVENT AND WHEN
2 TO 5% 75 7,500 o DEPOSITS REACH APPROXIMATELY 1/3
50 5,000 HEIGHT OF BARRIER
a . QP..•
a 5 TO 10% .� �`§8/' ' • '.
°0 10 TO 20% 25 1 2,500 4. REFERENCE NCDEQ EROSION AND
>20% 15 1 1,500 SEDIMENT CONTROL PLANNING AND SQL
DESIGN MANUAL, SECTION 6.62. 939114
i
4 TEMPORARY SILT FENCE , � �P•• g ,. SHEET NUMBER
C800 N.T.S. .,�� ,HIV .'•®,J�,��.
C800
07/03/2024
a

Practice Standards and Specifications
Rock Abutment Spillway Details
5' - Figure 6.63b Rock Dam plan view and Top of rock abutment
r 1` spillway details
, D
2' 2' min C
1 Weir Elevation ,.
Class I and II J Slope foundation Spillway
a ` •. d
Riprap �►
I'm in, NC DOT#5 +` z / Filter fabric
O or#57 washed `
stone e'tA., d X V
Natural GroundMg. N
SEEM
■�
J< �, _ _ ► Gravel
'J 6 „� • , facing — — — ——— —
i ,ems
Ju Min. 1.5'thick
� •y` ,Rock Apron r!� s� ,\ � 12' min
5'min'"
Flow Level apron
s
Cut-off Trench ' • r
Filter Fabric �' y
Spillway crest'
Cross-Section View \ ;r'~ 1-�- - 1 NOT USED
Figure 6.63a Rock Dam cross section ——————
Rock Abutment o
Construction 1. Clear the areas under the embankment and strip of roots and other
Specifications
objectionable material. Delay cleaning the reservoir area until the dam is in 4. Sediment-laden water from the construction site should be diverted into
place. the basin reservoir at the furthest area from the dam.
2. Cover the foundation area including the abutments with extra-strength filter 5. Construct the rock dam before the basin area is cleared to minimize Q
fabric before backfilling with rock. If a cutoff trench is required,excavate at sediment yield from construction of the basin. Immediately stabilize all o
center line of dam,extending all the way up the earth abutments. Apply filter areas disturbed during the construction of the dam except the sediment pool z
fabric under the rockfill embankment from the upstream edge of the dam to (References:Surface Stabilization).
the downstream edge of the apron. Overlap fill material a minimum of 1 foot
at all joints,with the upstream strip laid over the downstream strip. 6. Safety—Sediment basins should be considered dangerous because they
attract children. Steep side slopes should be avoided. Fences with warning EXCAVATION LIMITS
3. Construct the embankment with well-graded rock and gravel to the size signs may be needed if trespassing is likely. All state and local requirements STRUCTURAL FILL/ADDED GEOLOGIC
and dimensions shown on the drawings. It is important that rock abutments must be followed. MATERIAL AS REQUIRED a
be at least 2 feet higher than the spillway crest and at least 1 foot higher than 6"0 PERFORATED UNDERDRAIN V M
the dam,all the way to the downstream toe,to prevent scour and erosion at the COLLECTION PIPE 1' MIN. 1 `,:�' N M
abutments. \ \ ~ w o
co
N
1 M
00
•PI F W I- O
o a z
U U N
Rev.6/06 6.63.3 6.63.4 Rev.6/06 1 p� o co
\� COARSE AGGREGATE C a z
DRAINAGE LAYER .wry � c a
T l Cl)
4 ROCK BERM FILTER v
C801 N.T.S. VARIES
2 PERFORATED UNDERDRAIN
C801 COLLECTION PIPE SECTION
N.T.S.
v
o 00
N
w
4
O
Q z
x d Q O
Q Ca U Ca a� w
a
N
N
ry O
b
w U
c 3
N m m O
Z
TOP OF PERIMETER CHANNEL 2' BOTTOM TOP OF PERIMETER CHANNEL
WIDTH
w
U /'1
SECTION
4 T
O O
3 BERM BREAK
C801 N.T.S.
BEFORE YOU DIG!
m
2 CALL 1-800-632-4949
N.C. ONE-CALL U
CENTER IT'S THE LAW!
0
NORTH CAROLINA BOARD OF EXAMINERS FOR
ENGINEERS AND SURVEYORS LICENSE NO.C-3035
I
,�yl�llflll/���
�.�� CAq�''�.
?400.
0; + sio
a
5 SEAL _
� i
�39]14
� -
I
�, ;�• SHEET NUMBER
511V }� C801
a
07/03/2024

PROPOSED ACCESS HAUL ROAD
70' (ALONG STRAIGHT-A-WAYS) / 80' (ALONG CURVES)
EXISTING GROUND
18"-THICK CLASS 1 RIPRAP C
UNDERLAIN WITH FILTER CLOTH
►� ►� FILL VOILDS IN RIPRAP �.
5'-HIGH SAFETY BERM //// /% \�// 2 2 2' 2 ////\////// — — _ WITH N0. 57 STONE
\\ \\ \ \\\\\\\\\\\\ — — — 50' TO PROVIDE DRIVING
% —2y — — — — — 1 /\/\% \1� \,j\ r� SURFACE AND BIND o
\\/\\i RIPRAP V
////////////////////////////////\ \ 2 \ \ \ \ \\\/���`\\ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \ \ \\ \/�/�/ / 5'-HIGH SAFETY BERM
\%\j\\j\\%\j\\j\\j\\j\\j\\j\\/,",z \j\\/ \\//\%/\\//\\//\\//\\//\\//\\//\\//\\//\\/\\/\\/\/ j j %/\////////% 2// \/\\/
/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ /\/\/\/\/\/\/ / / \ ��/f� /\/\/\/ / / / / / / /, N, N\/
/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ \\/\\ \\��\ \ ?�hr�\�r'\\�r\\r\\.\\.\\,\\r\\,�\ \\.\\,\\�\\, ,\\.,\\,\
DRAINAGE DITCH
`DRAINAGE DITCH ■
71'
ACCESS HAUL ROAD PHASE 3 4 TYPICAL SEDIMENT CHANNEL OUTFALL SPILLWAY
C802 N.T.S. C802 N.T.S.
0
24'-WIDE PERIMETER ROAD
x
2• 5' HIGH SAFETY BERM
�F/STr TD 24' TYP
3'-HIGH SAFETY BERM tiC Q
/\ \ ROAD
7'-DEEP CHANNEL 3 ROCK CHECK DAM //i/ ��G\\�/%/%\ \ \ \ \ z
N 414
3 -HIGH
\ \ \ C�
SAFETY BERM \/\ \ 2
//\/ � / �0 /may a
r, \\\\\\\\\\\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\ \\ \\ \\ \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\ \' \' \' \' \' \' \' \' \' \' \' \' \' O <H W N
\//\ \ \ \ \ \ \ \ \ / ////////////////// // ////////////////////////////////////////////////////// // // // // // // // // // / / / / ////////////////////////////////////// // //// / V F M
\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ - o
\ \ \ \ \ \ \ \ \ \\\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\
//
\/\\/\\, \r�\//\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\//\//\\//\\/�\/\\,\\r \\r\\/\\/�\/�\/�\//\\/i 1 n W
\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/ / /.\//.\/i../ N C E M
aUj U. zo
2 TYPICAL SEDIMENT CHANNEL SECTION WITH PERIMETER ROAD PERIMETER ACCESS ROAD PHASE 3 \ " °° CO
C802 N.T.S. C802 N.T.S. 1 1 w o`_,' 0 3 Z
0 U a)
a)N TOE a a
Practice Standards rind Specifications .>
U
1.5' min.
9" min
-
- - - - - - - - - - — - - - - - - - - - - - - - - - _ i:F
s�
00
y� d'
W 4
Filter Cloth
0
Plan View z z Q o
12" of NCDOT#5 or#57 Q Q U Q w
washed stone 1.5'
Class B Riprap %it "._1
2' max. at
center L
^� Filter Cloth
A RCP CLASS IV CULVERT
y 17
= Z O
a 4'to 6'
� Ld
Cross-Section View o o U
U
Figure 6.83b Stone check dam stone should be placed over the channel banks to keep water from cutting around the = CULVERT ENDS SHALL BE [�
i dam. PROJECTED UNLESS OTHERWISE
N Maintenance Inspect check dams and channels at least weekly and after each significant(1/2 NOTED
inch or greater) rainfall event and repair immediately. Clean out sediment, —J11114
kuiv,hd).6l.,uJ,l, So a
straw,limbs,or other debris that could clog the channel when needed. D Z
Antici ate submergence and deposition above the check dam and erosion from '/''i r °
igh flows around the
es of
e dam. Correct all
ly. If
significant erosion occurs between dams, dditional measuresm an bee taken
/i\/%\//\///`r//'/ / , o00000Q0 �` w
3 such as installinga protective ri ra liner in that portion of the channel COMPACTED OR \\^\\'\\\ \ \ \ i ° °000000 0 0 Z Q
/ v s� ° \iPi�\\\\ A, gip...
P P P P UNDISTURBED SOIL 4 Q
(Practice 6.31,Riprap-line and Paved Channels). ./%//\/�\//\\//\\/ r/�/\,\//\//\//\//\\//\//�/r•
a ' STONE BASE
o Remove sediment accumulated behind the dams as needed to prevent damage O Q
to channel vegetation,allow the channel to drain through the stone check dam, a/ Z
and prevent large flows from carrying sediment over the dam. Add stones to 1.0' MIN. COVER 0
dams as needed to maintain design height and cross section.
References Runoff Conveyance Measures / CALL 1-800-632-4949
CULVERT SCHEDULE BEFORE YOU DIG!
6.30,Grass-lined Channels N.C. ONE-CALL U
� 6.31,Riprap-lined and Paved Channels D PEAK CENTER IT'S THE LAW!
q) COMPACTED CULVERT OUTLET DISCHARGE DIAMETER NO. LENGTH SLOPE
o` RCP CLASS IV INLET LOCATION T oy NORTH CAROLINA BOARD OF EXAMINERS FOR
North Carolina Department of Transportation UNCLASSIFIED cooc CULVERT NO. LOCATION (CFS) (IN) BARRELS (I I) (r°) ENGINEERS AND SURVEYORS LICENSE NO.C-3035
Standard Specifications for Roads and Structures FI LL /
(D+2') AT END OF HAUL ROAD OVERBURDEN
a (MIN.) 1 EXTENSION SEDIMENT 39.21 30 1 148 3.11
o CHANNEL J`,�►�or+ §8io ��i'
Rev.6/06 6.83.3
6" THICK (MIN.) UNCLASSIFIED SEAL _
o PIPE BEDDING 939]14 '
SECTION A-A 6 CULVERT . �..• o �P••; SHEET NUMBER
3 TYPICAL SEDIMENT CHANNEL ROCK DAM c8o2 N.T.S. � '•�jy' ®��
C802 N.T.S.
o C802
i ��
a
07/03/2024

4'
INTERIOR OF LOT
STOCKo 0 0 0 0 0 0 0 0 0 0 0 0 0 DISTANCE VARIES DISTANCE VARIES
SLOPE
PILE� N �OOoO BOO 0�OOoO � SLOPE WITH WITH 2:1 SLOPE 10' 60' 10' 60' 10' WITH 2:1 SLOPE
�o°o��
CENTERLINE oa°O O oa°O O oa°O O oa° O oa°O O oa CENTER LI N E
OF DRAINAGE FLOW DISCHARGING FROM O 1 o O O O O , O FLOW DISCHARGING FROM OF DRAINAGE C
BACK OF BENCH O O O O O O BACK OF BENCH
O O O O O 12" CPP PERMANENT �.
°a°0 O°a°�O°a° O°a° O°a°0 O°a ��\ SLOPE DRAIN 2
BENCH / i ooOOoo Ooo Ooo OooOOoo \��\ � BENCH O
iv o°o��o°o OOOOO�O O�OQOO� \ N 1 SLOPE BENCH TO BE AT 10:1
i MOO 0°ao�0° ,0 0°a_rD `, cn
-oO oO�oo oO��o
cv
DOD- 0 0 n n O O O O O O SLOPE
CPP PERMANENT �0
iO O O SLOPE DRAIN
-------------------------� 2 1 � � � RIPRAP LINED � � � � 2 1 �-------------------------
\\ O oO O O oO�DOWNCHU lE O O O oO O O �,� 18" CPP PERMANENT
O�°`OU O° O O°O O�(t
' w SLOPE DRAIN
°O� 00 N
cn
°0<:50°� =-
STOCKPILE oO°OooO°°ooO°O oO° ooO°OooO wL
SLOPE �OOoO BOO 0�OOoO 0�OOoO STOCKPILE _
SLOPE
°oo°o��
°O°�o
NOTE: UTES WILL BE LINED �o O°�o o
OOoO 0 O°�° 0�OOoO NOTES:
WITHITH GE GEOTEXTILE. 00- 1. SLOPE TOP OF BERM 6" TOWARDS INTERIOR OF LOT.
° O° O° O O° O oO° 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.
c
0
TOP OF BENCH PLAN TOP OF BENCH 1 TYPICAL STOCKPILE WITH BENCH
C803 N.T.S
FLOW FROM Q
BACK OF CHARGING FRO 2 M 2 FLOW OF BENCH
BENCH
_BENCH 1 1 BACK
N
1 1 LINE RIPRAP WITH GEOTEXTILE
3 3
� o
• a
4' U iy
SECTION 1
1 ~ N r ro
N N
N
O �U cM
11 oZ
.� a Lu r LL o
NOTE: --2__ a 3 m
p 3 U
¢ r Z
U To
1
cc
RIPRAP LINED DOWNCHUTE MAY BE USED IN PLACE OF THE SLOPE DRAIN. �--i 0 a ±
18" TEE W/ INLET PIPES •P c a
2 LF OF 18" HDPE •'" M
3 RIPRAP LINED DOWNCHUTE
C803 N.T.S. 1.7 MIN. COVER
PIPE 7 45° BEND W/ BLOCKING
c14 13.1 LF OF 22.5° BEND W/ BLOCKING
18" HDPE @ 7.1%
22.5° BEND W/ GRAVITY BLOCKING
10:1 SLOPE
3 LF OF 18" HDPE FOR c
INLET-PIPE EACH SIDE w o
4:1 SLOPE 8 --____ w ¢ 4
(TYP.) 1
1.7' MIN. COVER 21 S� PIPE 5 18"08" WYE
U) 18.4 LF OF 22.5° BEND W/ BLOCKING --�� -' __--- Q Q v Q a�
c4 18 HDPE @ 7.1% w
" '�_.-
STANDARD TEE SECTION
22.5° BEND W/ GRAVITY BLOCKING (PLAN VIEW)
15' 3/4" GALVANIZED
� STEEL RODS 12 ✓//`\/\\//1.,::• ,:;�::�'::•.`•
P\PE F OF o 0`�° NOTES: T�/ /� >`::•:: :; . ;'` :' \
ALL PIPE IS TO BE DUAL 1. ALL PIPES SHALL BE 18" ADS HDPE N-12 PIPE OR EQUAL. ALL CONNECTIONS SHALL BE MADE
WALL, SMOOTH CORE 18" WITH SOIL TIGHT CONNECTIONS.
N 1a HDPE. SEE NOTES FOR 2• ALL FITTINGS SHALL BE 18" ADS HDPE N-12 FITTINGS OR EQUAL. ALL CONNECTIONS SHALL BE
2 PIPE DESCRIPTION
MADE WITH SOIL TIGHT CONNECTIONS WITH A GASKET. GRAVITY BLOCK
N
DEPRESSED INLET (TYP.) 3. THE LENGTHS OF PIPES #2 AND #6 ARE TO BE ADJUSTED IN THE FIELD BASED ON THE HEIGHT \
a 1 OF THE FILL SLOPE.
4. FOR FILL AREAS WITH A HEIGHT OF LESS THAN 50 FEET, DELETE PIPES #3, #4, #5, AND THE PIP GRAVITY BLOCK SIZE = 2'x2'x2'
E 18"x18" WYE
y 1.7' MIN. COVER 30F ASSOCIATED FITTINGS.
18.4 LF 22.5° BEND W/ BLOCKING 5. FOR FILL AREAS WITH A HEIGHT OF GREATER THAN 75 FEET, INSTALL ADDITIONAL SEGMENTS OF
18" HDPE @ 7•1% PIPES #3 AND #4 AND THE ASSOCIATED FITTINGS.
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
�0 THAN AREA, 3 ACRES DRAINAGE
D THE S LESS THAN 10.2ACRESNINSTAL OVERALL DRAINAGE N INCLUDINGTO THE SYSTEM, SLOPE
ADDITIONAL DRAINS DIVERSION CHANNELS IF THE \\ \ EARTH
o NAP DRAINAGE AREA EXCEEDS THE CAPACITY OF THE SYSTEM.
0 22.5° BEND W/ BLOCKING
P CLASS A
PIPE 1
300 PSI
4.0 LF OF 18" HDPE @ 7.1% CONCRETE •'\ �
U
o OUTLET PROTECTION 2 PER MAN E NT H P D E SLOPE DRAIN CAEL 10-8E YOU -4 M 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 N.T.S. CENTER IT'S THE LAW!
q) FILTER FABRIC OR EQUAL 34
NORTH OF EXANERS
THRUST BLOCKING ENGINEERS ANDINA SURVOEYORSS ARD LICENSE NO.C-O3035
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�, ;�• SHEET NUMBER
C803
a
07/03/2024