NCC222426_Site Plan or Location Map_20220725

Clayton 42
251 NC HWY 42 Clayton, NC 27527
Erosion Control Plans
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OLD NC HWY 42
SITE
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VICINITY MAP 1 " = 800'
GENERAL NOTES:
1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TOWN OF
CLAYTON AND NCDEQ STANDARDS AND SPECIFICATIONS IF APPLICABLE.
2. FIELD ADJUSTMENTS TO THIS PLAN MAY BE REQUIRED BY TOWN OF CLAYTON
INSPECTOR AS NEEDED DURING CONSTRUCTION.
3. CONTRACTOR TO FIELD LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION AND REPORT ANY DISCREPANCIES TO LANDSCAPE ARCHITECT PRIOR
TO ANY CONSTRUCTION ACTIVITIES. CONTACT NC ONE AT 811 FOR FIELD LOCATION
OF UNDERGROUND UTILITIES.
4. IF UNFORESEEN CONDITIONS DEVELOP DURING CONSTRUCTION, REFER TO "NC
EROSION AND SEDIMENT CONTROL AND DESIGN MANUAL" AND CONTACT TOWN OF
CLAYTON ENGINEERING DEPARTMENT FOR FURTHER GUIDANCE.
5. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE A
PRE —CONSTRUCTION MEETING WITH THE TOWN OF CLAYTON PUBLIC WORKS
DEPARTMENT / TRANSPORTATION FIELD SERVICES STAFF TO REVIEW THE SPECIFIC
COMPONENTS OF THE PLAN AND OPERATION OF THESE FACILITIES DURING
CONSTRUCTION.
6. THE CONTRACTOR SHALL CONDUCT THE WORK IN A SAFE MANNER AND WITH A
MINIMUM AMOUNT OF INCONVENIENCE TO TRAFFIC.
CONTACT INFORMATION
OWNER:
CLAYTON 42 INVESTMENTS, LLC
CONTACT: WESLEY REYNOLDS
ADDRESS: 4004 NC HWY 55
CARY, NC 27519
PHONE: FAX:
CIVIL ENGINEER & LANDSCAPE ARCHITECT:
URBAN DESIGN PARTNERS PLLC
CONTACT: BRIAN RICHARDS, PLA
ADDRESS: 555 FAYETTEVILLE ST. 3RD FLOOR
RALEIGH, NC 27601
OWNER: 919-275-5002
SITE DATA
PROJECT NAME:
CLAYTON 42
SITE ADDRESS:
251 NC HWY 42
CLAYTON, NC 27527
COUNTY:
JOHNSTON
PIN #S:
166807-57-9947
SITE ACREAGE:
± 4.96 AC
ZONING CLASS:
CURRENT:
B-3
PROPOSED:
B-3
SHEET INDEX
Sheet Number Sheet Title
C-1.0
Cover Sheet
C-2.0
Existing Conditions
C-4.0
Grading Plan
C-7.0
Erosion Control - Phase 1
C-7.1
Erosion Control - Phase 2
C-8.0
Erosion Control Details
C-8.1
Erosion Control Details
EC Plan Approval
01/26/2022 12:34:54 PM
U R B A N
DESIGN
PARTNERS
555 fayetteville st. 3rd floor
raleigh, nc 27601
P 919.275.5002
u rbandesi gn partners. com
nc firm no: P-0418 sc coa no: C-03044
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Project No: 20-RDU-012
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Checked By: BAR
Sheet No:
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EXISTING CONDITIONS NOTES:
1. EXISTING INFORMATION ON THIS PLAN WAS PROVIDED BY:
DRAPER ADEN ASSOCIATES
114 S. EDINBURGH DR Ste. 200
CARY, NC 27511
[phone]
2. 50' PERIMETER BUFFER PER APPROVED TREE CLEARING
CERTIFICATE
BEFORE YOU DICI
CALL 811 OR 1-800-632-4949
N.C. ONE —CALL CENTER
IT'S THE LAWI
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555 fayetteville st. 3rd floor
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urbandesignpartners.com
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Project No: 20-RDU-012
Date: December 16, 2021
Designed By: UDP
Checked By: BAR
Sheet No:
GRAPHIC SCALE
30 0 15 30 60
1 INCH = 30 FEET C-200

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EAST VILLAGE INVESTMENTS LLC—
PIN: 166807-58-3281
ZONE: R-8
DB 4099 PG 330
PRESENT USE: WOODED LOT
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. • • . PIN: 07 3 173
O / PER APPROVED TREE /• / 332 I /
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CLEARING CERTIFICATE •. • / PRESENT USE: SPEEDWAY GAS STATION
/ / / DENUDED LIMITS /• • ;, 9 /
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VESTA ENTRPRISES INC
PIN: 1666807-57-5763
ZONE: B-3
DB 4882 PG 319
PRESENT USE: BUILDING MATERIAL STORE
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NORTH CAROLINA RAILROAD COMPANY
PIN: 166808-78-6185
ZONE: 1-2
/ DB 5845 PG 338
PRESENT USE: WOODED LOT
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GRADING AND STORM DRAINAGE NOTES:
1. ANY GRADING DONE BEYOND THE DENUDED LIMITS INDICATED ON THE EROSION
CONTROL PLANS IS A VIOLATION AND IS SUBJECT TO A FINE.
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN
IS A VIOLATION AND IS SUBJECT TO A FINE.
3. APPROVAL OF EROSION CONTROL PLANS IS NOT AN AUTHORIZATION TO GRADE
OUTSIDE LIMITS OF DISTURBANCE. WHEN FIELD CONDITIONS WARRANT OFF —SITE
GRADING, A PLAN REVISION WOULD BE REQUIRED.
4. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK OR BACKWASH CHANNEL
IN AN UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE AREAS ALL
DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS.
5. CONTRACTOR SHALL CONTACT TOWN OF CLAYTON BEFORE ANY LAND DISTURBING
ACTIVITIES.
6. STABILIZE ALL SLOPES GREATER THAN 3:1 WITH JUTE MESH.
7. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK WHICH MUST BE VERIFIED
BY THE CONTRACTOR PRIOR TO STARTING CONSTRUCTION.
8. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
9. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS.
NOTE:
50' PERIMETER BUFFER PER APPROVED TREE CLEARING CERTIFICATE
EC Plan Approval
01 /26/2022 12:35:24 PM
BEFORE YOU DIG!
CALL 811 OR 1-800-632-4949
N.C. ONE —CALL CENTER
rr8 THE LAW!
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URBAN
DESIGN
PARTNERS
555 fayetteville st. 3rd floor
raleigh, nc 27601
P 919.275.5002
u rbandesi gn partners. com
nc firm no: P-0418 sc coa no: C-03044
01/18/2022
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Project No: 20-RDU-012
Date: December 16, 2021
Designed By: UDP
Checked By: BAR
Sheet No:
GRAPHIC SCALE
30 0 15 30 60
1 INCH = 30 FEET C-400

EROSION CONTROL NOTES:
s�
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION AND IS SUBJECT TO A
- \ FINE.
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND IS
T
SUBJECT TO A FINE.
� -ass 3. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3:1 SHALL BE
N F - IN _ - _ -��� \ 1 PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN
EAST VILLAGE INVESTMENTS LLC - w - - = - °re'��� / ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED
PIN. 166807-58-3281 / - - - - AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
ZONE. R-8 � � �� � � Q � I
PC 330< - ' �' c� ore PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. ALL
PRESENT USE WOODED LOT / ' w- ss� - - �✓ Fes° _ - - AREAS MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS. REFER TO EROSION CONTROL ORDINANCE
��w��: �� % �� ���P�� FOR ADDITIONAL REQUIREMENTS.
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IN / �% % �� \ /� 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF
' / ❑f THE TOWN OF CLAYTON.
W _ ss%� ' / / 5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF -SITE GRADING, A PLAN REVISION WOULD BE REQUIRED SINCE IT IS OUTSIDE THE
w - i / \ ✓ �� - - LIMITS OF DISTURBANCE.
6. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED
STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK
AND OTHER ACCUMULATIONS.
7. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE
EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE
0\_0 NG � � � � CONSTRUCTION SEQUENCE SHOWN ON THE PLAN (C-6.4).
e / DENUDED LIMITS 8. PERMANENT OUTLETS STRUCTURES SHALL REMAIN SEALED UNTIL SITE STABILIZATION IS ACHIEVED.
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(1.68 AC) �/ •�� ��
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1 - SILT FENCE; MAINTENANCE PLAN: Xx
REFER TO NCDEQ • • � �
EROSION CONTROL A XX• •
MANUAL (TYP) xX� 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
STONE SILT FENCE OUTLET; • \ \ FOLLOWING EVERY RUNOFF -PRODUCING MORE THAN 0.5" RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY
REFER TO NCDEQ EROSION X% • \ ' WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
CONTROL MANUAL (TYP) XX•� \ O N/F
ore- - ° pERIY 80 XX�• WILLIAMS FAMILY HERS LLc 2. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND INLET PROTECTION DEVICES WHEN STORAGE
Rp \ \ I PIN: 166807-68-2173 CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
P TREE PROTECTION FENCE; / ZONE: 8-3 SEDIMENT POOL NO LONGER DRAINS PROPERLY.
DB 3938 PG 643
REFER TO DETAIL ON •XX• • E' \ J I PRESENT USE: SPEEDWAY GAS STATION
" ^ SHEET C-8.0 (TYP) 0X 0
i" ore - X� • • •
V / CONSTRUCTION ENTRANCE;
re TEMPORARY DIVERSION DITCH; XX • •
REFER TO NCDEQ ERGS�QN V REFER TO NCDEQ EROSION
�•'fi'
CONTROL M /"IU`AL X: • • `t� \ \ \ -CONTROL MANUAL
POROUS BAFFLES; • A \
REFER TO NCDEQ '0 :X'�
- - - _ EROSION CONTROL 'A • • ` \
MANUAL �X .•••
V PROP. FAIRCLOTH SKIMMER • / \
A SKIMMER SIZE: 3.0" •XX• • 6
v \ ORIFICE SIZE: 1.25"
O �♦ / / vv
TWO GAS METERS
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PROP. SKIMMER BASIN V / vg �� ♦ / / /
DRAINAGE AREA: 1.68 AC V� v v v���� ♦ o/ / /
DENUDED AREA: 1.68 AC \
BOTTOM ELEV: 324.00 /
SKIMMER ELEV: 325.00 a \ `. 'o ♦ i / G
STORAGE DEPTH: 1.0 FT v v v �� ���� �� /
TOP OF DAM: 329.00 r \ \ / s
AVE DIMENSIONS: 65' X 50' `* i \ \ / O
SPILLWAY ELEV: 327.00 v v/ ++*�## / / �
SPILLWAY WIDTH: 10.0 FT v �♦ vg X� Gj /
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SKIMMER SIZE: 4.0" \ 9\ ��� / /
ORIFICE SIZE: 1.00" rwo cis METERS
REFER TO NCDEQ EROSION V vg to ♦� / �� �� �� /
CONTROL MANUALCb
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VESTA ENTRPRISES INC � \ \ \ +����� 1♦ // ���/ / / / / / �/ / / / / / `/
PIN: 7666807-57-5763 A \ 9\ \ \ �♦ /�/ ��QS� / / / �� / /� / / / /
ZONE: B-3
DB 4882 PG 319
PRESENT USE: BUILDING MATERIAL STORE
/
42" RCP
FOUR GAS METERS / / / / / - / INV IN: 327.49'
X
N/F
NORTH CAROLINA RAILROAD COMPAP
PIN: 166808-78-6785
ZONE: I-2
DB 5845 PG 338
PRESENT USE. WOODED LOT
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 FT DEEP
AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER.
CONSTRUCTION SEQUENCE:
1. OBTAIN EROSION CONTROL PLAN REVIEW APPLICATION APPROVAL.
2. APPLY FOR CERTIFICATE OF COVERAGE NCG01.
3. OBTAIN EROSION CONTROL PERMIT APPLICATION FROM TOWN OF CLAYTON.
4. NOTIFY TOWN OF CLAYTON BEFORE WHEN LAND DISTURBING ACTIVITY WILL BEGIN.
PHASE 1:
5. CONTRACTOR TO INSTALL PRELIMINARY EROSION CONTROL MEASURE AROUND THE EXTERIOR LIMITS OF THE
SITE. (SILT FENCE, SILT FENCE OUTLETS, CONSTRUCTION ENTRANCE, DIVERSION DITCH, ETC. AS SHOWN ON
SHEET C-7.0).
6. CONTRACTOR TO FIELD LOCATE PROPOSED SILT FENCE OUTLETS. SILT FENCE OUTLETS SHOWN ARE IN
APPROXIMATE LOCATIONS AND ARE THE MINIMUMS WHICH SHALL BE PROVIDED, FIELD CONDITIONS MAY
DICTATE PLACEMENT OF MORE SILT FENCE OUTLETS DEPENDENT UPON THE MEANS AND METHODS OF
GRADING AND CONSTRUCTION.
7. CONTRACTOR TO INSTALL SKIMMER SEDIMENT BASIN AND FAIRCLOTH SKIMMER.
PHASE 2:
8. CONTRACTOR TO BEGIN GRADING.
9. STABILIZE SITE TO APPROXIMATE 90%.
10. ONCE GROUND IS STABILIZED REMOVE SKIMMER SEDIMENT BASIN, INLET PROTECTION, AND ALL OTHER
EROSION CONTROL MEASURES.
EROSION CONTROL LEGEND:
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CONSTRUCTION ENTRANCE
SILT FENCE OUTLET
ROCK CHECK DAM
DENUDED LIMIT
SILT FENCE
POROUS BAFFLES (NCDEQ: 6.65)
TEMPORARY DIVERSION DITCH (NCDEQ: 6.20)
DRAINAGE AREA
EXISTING OVERHEAD ELECTRIC
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING UTILITY POLE
EC Plan Approval
01 /26/2022 12:35:48 PM
BEFORE YOU DI431
CALL 811 OR 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAWI
U
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N
DESIGN
PARTNERS
555 fayetteville st. 3rd floor
raleigh, nc 27601
P 919.275.5002
urbandesignpartners.com
nc firm no: P-0418 sc coa no: C-03044
01/18/2022
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Date: December 16, 2021
Designed By: UDP
Checked By: BAR
Sheet No:
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REFER TO NCDEQ XX•� •
EROSION CONTROL x
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ati ohe' \ / / STONE SILT FENCE OUTLET;
� _ �� / REFER TO NCDEQ EROSION • XX '
- 5i oh CONTROL MANUAL (TYP)
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REFER TO DETAIL ON XX. • -552 1
SHEET C-8.0 (TYP)
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WILLIAMS FAMILY HEIRS LLC
PIN: 166807-68-2773
ZONE: B-3
DB 3938 PC 643
PRESENT USE: SPEEDWAY CAS STATION
CONSTRUCTION ENTRANCE;
REFER TO NCDEQ EROSION
CONTROL MANUAL
EROSION CONTROL NOTES:
1. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION AND IS SUBJECT TO A
FINE.
2. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION AND IS
SUBJECT TO A FINE.
3. ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3:1 SHALL BE
PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN
ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED
AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. ALL
AREAS MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS. REFER TO EROSION CONTROL ORDINANCE
FOR ADDITIONAL REQUIREMENTS.
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF
THE TOWN OF CLAYTON.
5. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD
CONDITIONS WARRANT OFF -SITE GRADING, A PLAN REVISION WOULD BE REQUIRED SINCE IT IS OUTSIDE THE
LIMITS OF DISTURBANCE.
6. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED
STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK
AND OTHER ACCUMULATIONS.
7. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE
EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE
CONSTRUCTION SEQUENCE SHOWN ON THE PLAN (C-6.4).
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PIN.: 1666807-57-5763 '�.♦ / / / / / /, / / // / /
ZONE B PRESENT USE- BUILDING 488DINGMATERIAL STORE h t /
42 RCP
\ FOUR CAS METERS /^_ INV IN: 321.49'
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NORTH CAROLINA RAILROAD COMPANY
PIN: 08-782 6185
ZONE:
30" RCP DB 5845 PC 338
INV OUT. 322.67' PRESENT USE: WOODED LOT
POWER UTILITY BOX
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF -PRODUCING MORE THAN 0.5" RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.
2. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND INLET PROTECTION DEVICES WHEN
STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 FT
DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS DENSE VEGETATIVE COVER.
CONSTRUCTION SEQUENCE:
1. OBTAIN EROSION CONTROL PLAN REVIEW APPLICATION APPROVAL.
2. APPLY FOR CERTIFICATE OF COVERAGE NCG01.
3. OBTAIN EROSION CONTROL PERMIT APPLICATION FROM TOWN OF CLAYTON.
4. NOTIFY TOWN OF CLAYTON BEFORE WHEN LAND DISTURBING ACTIVITY WILL BEGIN.
PHASE 1:
5. CONTRACTOR TO INSTALL PRELIMINARY EROSION CONTROL MEASURE AROUND THE EXTERIOR LIMITS OF THE
SITE. (SILT FENCE, SILT FENCE OUTLETS, CONSTRUCTION ENTRANCE, DIVERSION DITCH, ETC. AS SHOWN ON
SHEET C-7.0).
6. CONTRACTOR TO FIELD LOCATE PROPOSED SILT FENCE OUTLETS. SILT FENCE OUTLETS SHOWN ARE IN
APPROXIMATE LOCATIONS AND ARE THE MINIMUMS WHICH SHALL BE PROVIDED, FIELD CONDITIONS MAY
DICTATE PLACEMENT OF MORE SILT FENCE OUTLETS DEPENDENT UPON THE MEANS AND METHODS OF
GRADING AND CONSTRUCTION.
7. CONTRACTOR TO INSTALL SKIMMER SEDIMENT BASIN AND FAIRCLOTH SKIMMER.
PHASE 2:
8. CONTRACTOR TO BEGIN GRADING.
9. STABILIZE SITE TO APPROXIMATE 90%.
10. ONCE GROUND IS STABILIZED REMOVE SKIMMER SEDIMENT BASIN, INLET PROTECTION, AND ALL OTHER
EROSION CONTROL MEASURES.
EROSION CONTROL LEGEND:
CONSTRUCTION ENTRANCE
SILT FENCE OUTLET
DENUDED LIMIT
SILT FENCE
EXISTING OVERHEAD ELECTRIC
EXISTING WATER LINE
EXISTING GAS LINE
EXISTING UTILITY POLE
EC Plan Approval
01 /26/2022 12:35:57 PM
BEFORE YOU DI431
CALL 811 OR 1-800-632-4949
N.C. ONE —CALL CENTER
IT'S THE LAWI
GRAPHIC SCALE
30 0 15 30 60
1 INCH = 30 FEET
URBAN
DESIGN
PARTNERS
555 fayetteville st. 3rd floor
raleigh, nc 27601
P 919.275.5002
urbandesignpartners.com
nc firm no: P-0418 sc coa no: C-03044
01 /18/2022
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Project No: 20-RDU-012
Date: December 16, 2021
Designed By: UDP
Checked By: BAR
Sheet No:
C-701

50' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
tt'
2" 3-0 STONE TO BE USED.'•`
'
25 OR WIDTH OF
EXISTING
?(SURGE STONE OR RAILROAD,•
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PLAN VIEW
NOTES1PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
BEFORE ENTERING THE PUBLIC ROAD.
3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE
WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT —LADEN
STONE AND REPLACEMENT WITH FRESH STONE.
EXISTING ROADWAY 35' MIN. 15' MIN.
6" MIN. L 4 "..`•
ABRIC- UNDER STONE
CROSS SECTION
STANDARD CONSTRUCTION ENTRANCE
TOP OF SILT FI
MUST BE AT LE
ABOVE THE TC
THE WASHED:
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
STEEL POST
WOVEN WIRE FABRIC
HARDWARE CLOTH
NEW CONSTRUCTION
12" MIN.
FILTER FABRIC,AND HARDWARE
STEEL POST SETCLOTH IN TRENCH.
MAX 2'APART MIN
2'INTO SOLID GROUND
FILTER' OF #57
WASHE
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SECTION VIEW
T FILTER FABRIC APRON
ON GROUND
BURY 6" UPPER EDGE OF
BURY WIRE FENCE AND 4 I I FILTER FABRIC APRON IN TRENCH
HARDWARE CLOTH
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\L WIRE FENCE MIN. 1d GA.
RNING SIGN LINE WIRES
1RANGE, UV RESISTANT
IIGH -TENSILE STRENGTH
'OLY BARRICADE FABRIC (TYPICAL)
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NOTE: FOR TREE PROTECTION ONLY
8'MAX.VARIABLE AS DIRECTED BY THE ENGINEER
TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
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FRONT VIEW Cn
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NOTES:
1. TREE PROTECTION FENCING MUST 8E INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE
(SEE DETAIL TPP-02 FOR EXAMPLES)
2. THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT
UNLESS OTHERWISE APPROVED BY URBAN FORESTRY STAFF.
3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE.
4. SIGNS SHALL BE PLACED AT 50'MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
UN CENTER FOR THE REMAINDER
�75.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA.
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ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
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ADDITIONAL SIGNS MAY BE REQUIRED
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8. SIGNS ARE TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 2 1/2"HIGH, CLEARLY LEGIBLE
��AND
SPACED AS SHOWN.
mm
40"
TREE PROTECTION AREA
DO NOT ENTER
ZONA DE PROTECCION
PARA ARBOLES - NO ENTRE
WARNING SIGN DETAIL
IC OR
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12-1/2 GA.
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ASSHOWN
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FENCE GEOTEXTILE FABRIC
MAINTENANCE: CLEAN OUT AT 50% CAPACITY
LIFE OF FENCING: 6-9 MONTHS
SIDE VIEW
8'MAX.
PLASTIC OR
WIRE TIES
MIN. 10 GA
MIN. 12-1l2 GA.
LINE WIRES
INTERMEDIATE
WIRES
GRADE
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1. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
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2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
3. SEE NC DEQ SEDIMENT DESIGN MANUAL FOR CONSTRUCTION
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SPECIFICATIONS, WHERE PRACTICE APPLIES AND PLANNING
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SLOPES GREATER THAN 10' IN HEIGHT.
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SILT FENCE FABRIC
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EC Plan Approval
01 /26/2022 12:36:19 PM
URBAN
DESIGN
PARTNERS
555 tayetteville st. 3rd floor
raleigh, nc 27601
P 919.275.5002
u rbandesi gn partners. com
nc firm no: P-0418 sc coa no: C-03044rl-
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Project No: 20-RDU-012
Date: December 16, 2021
Designed By: UDP
Checked By: BAR
Sheet No:

EC Plan Approval
01 /26/2022 12:36:23 PM
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
*I NORTH CAROLINA
. f! Environmental Quality
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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BELOW GRAB& WASHOUT STRUCTURE ABOVE GRAD UT S
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
� NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING I EFFECTIVE: 04/01/19 1
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (anc this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
S. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDCs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
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
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).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(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
shall not commence until the E&SC plan authority has approved these items,
(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,
(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
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(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,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) 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.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill er release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses 140 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendardays, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect ofthe bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
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DESIGN
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raleigh, nc 27601
P 919.275.5002
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nc firm no: P-0418 sc coa no: C-03044
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Project No: 20-RDU-012
Date: December 16, 2021
Designed By: UDP
Checked By: BAR
Sheet No:
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01 / 19
C-8ml