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( ) ( ) DIVERTED TO EROSION CONTROL MEASURES. INSTALL SILT FENCE AROUND /STAGING AREA AS SHOWN
BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT (e-NOI) FORM AT deq.nc.gov/NCG01. PLEASE NOTE, THE a-NOI FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN
APPROVED. A COPY OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON -SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTIONS. 8. CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
2. CONTACT JOHNSTON COUNTY BEFORE ANY LAND DISTURBANCE OCCURS. ALL APPLICABLE E&S CONTROL MEASURES MUST BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.
3. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN RECEIVED AND THAT THOSE REQUIRED TO BE DISPLAYED ON -SITE ARE AVAILABLE. 9. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN
EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN 0
4. CONTRACTOR SHALL HOLD A PRE -CONSTRUCTION MEETING AT LEAST 48 HOURS BEFORE THE ACTUAL START OF CONSTRUCTION. CONTACT JOHNSTON COUNTY INSPECTOR THE CONSTRUCTION DETAILS ON THIS PLAN.
5. CONTRACTOR SHALL CONTACT CAROLINA ONE CALL AND ALL ENTITIES HAVING BURIED UTILITIES AT LEAST 72 HOURS PRIOR TO DIGGING OR AS DIRECTED AT THE PRE -CONSTRUCTION 10. STOCKPILE RIP -RAP ON SITE AND INSTALL ALL EROSION CONTROL MEASURES WHERE THE WORK IS OCCURRING. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE
MEETING. ENGINEER OR UPON RECOMMENDATION OF NCDEQ INSPECTION PERSONNEL AS CONDITIONS WARRANT.
6. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT EACH POINT OF ACCESS TO STORAGE AND CONSTRUCTION AREAS. EROSION CONTROL MEASURES SHALL BE 11. ALL DISTURBED AREAS SHALL HAVE GROUND STABILIZATION BY THE CONTRACTOR ACCORDING TO THE CHART ON THIS SHEET.
INSTALLED PRIOR TO DEMOU11ON AND TREE REMOVAL OPERATIONS.
12. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE.
7. INITIAL PHASE SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH PLANS BEFORE STARTING WORK INCLUDING SILT FENCE, INLET PROTECTION, SKIMMER
BASIN, DIVERSION DITCHES, TREE PROTECTION, ETC., CLEARING ONLY AS NECESSARY FOR THE INSTALLATION OF THESE MEASURES. 13. UPON COMPLETION OF THE INSTALLATION AND WITH APPROVAL OF NCDEQ, ALL EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF IN AN ACCEPTABLE MANNER. EACH - LLIU
SECTION SHALL BE SEEDED/MULCHED IMMEDIATELY AFTER INSTALLATION OF PIPE, STRUCTURE, OR ACCESS. COORDINATE WITH THE EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF
CONTRACTOR SHALL INCLUDE A RAIN GAUGE AND LOG BOOK CONTAINING THE INSPECTION RECORDS FOR THE SITE EROSION CONTROL MEASURES.
INSTALL SKIMMER BASIN AND TEMPORARY DITCHES- STABILIZE EARTH BERMS AS WELL AS BASIN SLOPES & INSTALL EROSION CONTROL MATTING IN TEMPORARY DIVERSIONS PRIOR TO WITH APPROVAL OF NCDEQ, THE SKIMMER BASIN SHALL BE DECOMMISSIONED, REMOVING AND DISPOSING OF ALL ACCUMULATED SEDIMENT IN A LAWFUL MANNER. USE SILT BAG/FILTER BAG
BEGINNING MASS GRADING OF THE SITE FOR DEWATERING THE BASIN AND DIVERSION DITCHES. UPON SKIMMER BASIN REMOVAL, THE AREA SHALL BE CONVERTED INTO THE PERMANENT STORMWATER MANAGEMENT FACILITY - WET
DETENTION POND.
ONCE THE BASIN/DIVERSION ARE INSTALLED SEED/MULCH IMMEDIATELY
DURING DE -WATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
ALL DEMOLITION DEBRIS IS TO GO TO AN APPROVED LANDFILL OR RELATED FACILITY
14. ONCE ADEQUATE PERMANENT GROUND COVER IS ESTABLISHED, ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITH THE APPROVAL OF NCDEQ INSPECTOR.
REMOVE SKIMMER BASIN #1 AFTER ADJUSTING LOCATIONS OF TEMPORARY DITCHES TO DRAINAGE STRUCTURE (INTERMEDIATE PHASE) PRIOR TO INCLUDING ALL IN AND AROUND SKIMMER
BASIN #1 AREA. CONSTRUCT THE GRADE FOR THE BUILDING PAD AND THE PARKING AREAS THAT ARE DRAINING TO THE TEMPORARY SKIMMER BASIN, MAINTAINING STORMWATER RUNOFF 15. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION & SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, NCDOT, U.S. DEPT. OF f
TOWARD THE BASIN. ADJUST THE LOCATION OF TEMPORARY DITCHES AS NECESSARY TO DIVERT RUNOFF FROM THE DRAINAGE SYSTEMS TO THE TEMPORARY SKIMMER BASIN. ONCE THESE AGRICULTURE, AND STATE STANDARDS.
AREAS ARE UP TO GRADE AND STABILIZED WITH CONCRETE, PAVEMENT, OR VEGETATION THEN DIVERT STORMWATER RUNOFF TO THE PROPOSED STORM DRAINAGE DEVICES AND THE
TEMPORARY SKIMMER BASIN CAN BE REMOVED AND THE AREA CAN BE BROUGHT UP TO GRADE. ONCE THE AREA IS UP TO GRADE, STABILIZE WITH CONCRETE, PAVEMENT, OR VEGETATION 16. WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA
IMMEDIATELY. INSPECTION REPORT, THE PERMITTEE SHALL VISIT deq.nc.gov/NCGO1 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (e-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED
12EA❑ I CP'Cnln
FLOW ARRROW
CWA
CONCRETE WASHOUT AREA
SSA STABILIZED STAGING AREA
IP INLET PROTECTION
SF SILT FENCE
SP STOCKPILE
VTC VEHICLE TRACKING CONTROL
LOD LIMITS OF DISTURBANCE
TSD TEMPORARY SLOPE DRAIN
SB SEDIMENT BASIN
SM SEEDING AND MULCHING
ODD DIVERSION DIKE
RS ROCK SOCK
STABILIZATION TIMEFRAME
SITE AREA
TIMEFRAME
STABILIZATION
DESCRIPTION
EXCEPTIONS
BASIN & TEMPORARY
IMMEDIATELY
NONE
DIVERSION DITCHES
PERIMETER DIKE.i
SWALE.S DITCHES AND
7 DAYS
NONE
SLOPES
HIGH QUALITY WATER
(HOW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR LESS
SLOPES STEEPER THAN
7 DAYS
IN LENGTH AND ARE NOT
3,1
STEEPER THAN 2:1, 14 DAYS
ARE ALLOWED
SOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER
THAN 5OFT IN LENGTH
ALL OTHER AREAS WTH
NONE, EXCEPT FOR
SLOPES fZATTER THAN
14 DAYS
PERIMETERS AND HOW ZONES
4.• 1
GROUND COVER REQUIREMENTS:
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED WILL, ACCORDING TO THE FOLLOWING CHART, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PROVISIONS FOR
PERMANENT GROUNDCOVER SUFFICIENT TO RETAIN EROSION MUST BE
ACCOMPLISHED FOR ALL DISTURBED AREAS ACCORDING TO THE FOLLOWING
HART FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. J
PLAN STATUS
1/20/22
1ST SUBMISSION
5/16/22
2ND SUBMISSION
7/1/22
3RD SUBMISSION
7/12/22
4TH SUBMISSION
DATE
DESCRIPTION
MEL
DESIGN
XXX
DRAWN
XXX
CHKD
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OB No.
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DATE
JANUARY 20, 202
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3 III III I /" I "- ? - -M1 24 W- / / / \� - = _v AN EROSION AND SEDIMENTATION CONTROL PERMIT SHALL BE
SILT FENCE I \ \ \ N13 '38"W 598. _ _ _ /i j �' I �_ � / �� i \ =� - � �� �� ,
hIl I II oUTI,Efi (TYP) / / \ \ \ I - 0 - 1 ye = __ _ _ _ _ _ _
REQUIRED BY JOHNSTON COUNTY PRIOR TO START OF
IIII II \ 208- 11 / / / / I - - � - •197-- - _ I _/j \ _ / - ''�� CONSTRUCTION.
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III II II \ 01-Gi IIII LP/ / / �_ /j/� - - _ -' ✓ -194= - - - - I / -- I / / / /_ - - I ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION
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1 _ I \ / I ✓ / N/F JOSEPH C. PAbEL
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De.�e Pip _ OB 1038 PG 512 / / I CURRENT LIB 4 aAl CURRENT USE COMMERCIAL zoNINc: Ga ON THE PROPOSED PARCEL.
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III IIII I =I 1J I I I I l I ? - _ - \\ \ \\ I I i FLOOD ZONE NOTE:
I \ \ \\ I 1 I I I I A PORTION THE PROPERTY IS LOCATED IN FLOOD ZONE AE
I II I 204- I ✓IIII I ` _ - - - - \ I \ \ \ \ \ i I AND SHADED X AS SHOWN ON FEMA FLOOD PANED
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184.8. MAPS SUBJECT TO CHANGE BY FEMA
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203.1 1
GONSTRUCTIpN SEQUENCE: CONTRACTOR TO USE PARKING AREAS ADJACENT TO THE PROPOSED BUILDING FOR LAY-DOWN/STAGING AREAS - MAINTAIN THESE AREAS SO THAT SEDIMENT LADEN RUNOFF WILL BE
1. EROSION & SEDIMENT CONTROL E&SC PERMIT AND A CERTIFICATE OF COVERAGE COC MUST BE OBTAINED BEFORE AND LAND DISTURBING ACTIVITIES OCCUR. THE COC CAN BE OBTAINEDLAY-DOWN
( ) ( ) DIVERTED TO EROSION CONTROL MEASURES. INSTALL SILT FENCE AROUND /STAGING AREA AS SHOWN
BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT (e-NOI) FORM AT deq.nc.gov/NCG01. PLEASE NOTE, THE a-NOI FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN
APPROVED. A COPY OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON -SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTIONS. 8. CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
2. CONTACT JOHNSTON COUNTY BEFORE ANY LAND DISTURBANCE OCCURS. ALL APPLICABLE E&S CONTROL MEASURES MUST BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.
3. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN RECEIVED AND THAT THOSE REQUIRED TO BE DISPLAYED ON -SITE ARE AVAILABLE. 9. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN
EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN
4. CONTRACTOR SHALL HOLD A PRE -CONSTRUCTION MEETING AT LEAST 48 HOURS BEFORE THE ACTUAL START OF CONSTRUCTION. CONTACT JOHNSTON COUNTY INSPECTOR THE CONSTRUCTION DETAILS ON THIS PLAN.
5. CONTRACTOR SHALL CONTACT CAROLINA ONE CALL AND ALL ENTITIES HAVING BURIED UTILITIES AT LEAST 72 HOURS PRIOR TO DIGGING OR AS DIRECTED AT THE PRE -CONSTRUCTION 10. STOCKPILE RIP -RAP ON SITE AND INSTALL ALL EROSION CONTROL MEASURES WHERE THE WORK IS OCCURRING. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE
MEETING. ENGINEER OR UPON RECOMMENDATION OF NCDEQ INSPECTION PERSONNEL AS CONDITIONS WARRANT.
6. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT EACH POINT OF ACCESS TO STORAGE AND CONSTRUCTION AREAS. EROSION CONTROL MEASURES SHALL BE 11. ALL DISTURBED AREAS SHALL HAVE GROUND STABILIZATION BY THE CONTRACTOR ACCORDING TO THE CHART ON THIS SHEET.
INSTALLED PRIOR TO DEMOU11ON AND TREE REMOVAL OPERATIONS.
12. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE.
7. INITIAL PHASE SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH PLANS BEFORE STARTING WORK INCLUDING SILT FENCE, INLET PROTECTION, SKIMMER
BASIN, DIVERSION DITCHES, TREE PROTECTION, ETC., CLEARING ONLY AS NECESSARY FOR THE INSTALLATION OF THESE MEASURES. 13. UPON COMPLETION OF THE INSTALLATION AND WITH APPROVAL OF NCDEQ, ALL EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF IN AN ACCEPTABLE MANNER. EACH
SECTION SHALL BE SEEDED/MULCHED IMMEDIATELY AFTER INSTALLATION OF PIPE, STRUCTURE, OR ACCESS. COORDINATE WITH THE EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF
CONTRACTOR SHALL INCLUDE A RAIN GAUGE AND LOG BOOK CONTAINING THE INSPECTION RECORDS FOR THE SITE EROSION CONTROL MEASURES.
INSTALL SKIMMER BASIN AND TEMPORARY DITCHES- STABILIZE EARTH BERMS AS WELL AS BASIN SLOPES & INSTALL EROSION CONTROL MATTING IN TEMPORARY DIVERSIONS PRIOR TO WITH APPROVAL OF NCDEQ, THE SKIMMER BASIN SHALL BE DECOMMISSIONED, REMOVING AND DISPOSING OF ALL ACCUMULATED SEDIMENT IN A LAWFUL MANNER. USE SILT BAG/FILTER BAG
BEGINNING MASS GRADING OF THE SITE FOR DEWATERING THE BASIN AND DIVERSION DITCHES. UPON SKIMMER BASIN REMOVAL, THE AREA SHALL BE CONVERTED INTO THE PERMANENT STORMWATER MANAGEMENT FACILITY - WET
DETENTION POND.
ONCE THE BASIN/DIVERSION ARE INSTALLED SEED/MULCH IMMEDIATELY
DURING DE -WATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
ALL DEMOLITION DEBRIS IS TO GO TO AN APPROVED LANDFILL OR RELATED FACILITY
14. ONCE ADEQUATE PERMANENT GROUND COVER IS ESTABLISHED, ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITH THE APPROVAL OF NCDEQ INSPECTOR.
REMOVE SKIMMER BASIN #1 AFTER ADJUSTING LOCATIONS OF TEMPORARY DITCHES TO DRAINAGE STRUCTURE (INTERMEDIATE PHASE) PRIOR TO INCLUDING ALL IN AND AROUND SKIMMER
BASIN #1 AREA. CONSTRUCT THE GRADE FOR THE BUILDING PAD AND THE PARKING AREAS THAT ARE DRAINING TO THE TEMPORARY SKIMMER BASIN, MAINTAINING STORMWATER RUNOFF 15. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION & SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, NCDOT, U.S. DEPT. OF
TOWARD THE BASIN. ADJUST THE LOCATION OF TEMPORARY DITCHES AS NECESSARY TO DIVERT RUNOFF FROM THE DRAINAGE SYSTEMS TO THE TEMPORARY SKIMMER BASIN. ONCE THESE AGRICULTURE, AND STATE STANDARDS.
AREAS ARE UP TO GRADE AND STABILIZED WITH CONCRETE, PAVEMENT, OR VEGETATION THEN DIVERT STORMWATER RUNOFF TO THE PROPOSED STORM DRAINAGE DEVICES AND THE
TEMPORARY SKIMMER BASIN CAN BE REMOVED AND THE AREA CAN BE BROUGHT UP TO GRADE. ONCE THE AREA IS UP TO GRADE, STABILIZE WITH CONCRETE, PAVEMENT, OR VEGETATION 16. WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA
IMMEDIATELY. INSPECTION REPORT, THE PERMITTEE SHALL VISIT deq.nc.gov/NCGO1 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (e-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED
UNTIL THE a -NOT HAS BEEN FILLED OUT.
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N/F CLEARWATER POOLS, INC.
CURRENT USE COMMERCIAL
DO 3472 PG 993
PN 0504203P
ZONING GB
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FLOW ARRROW
CWA
CONCRETE WASHOUT AREA
SSA STABILIZED STAGING AREA
IP
INLET PROTECTION
SF
SILT FENCE
SP
STOCKPILE
VTC
VEHICLE TRACKING CONTROL
LOD
LIMITS OF DISTURBANCE
TSD
TEMPORARY SLOPE DRAIN
SB
SEDIMENT BASIN
SM
SEEDING AND MULCHING
DD
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DIVERSION DIKE
RS
ROCK SOCK
IN,
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IN,
IN,
IN,
STABILIZATION TIMEFRAME
SITE AREA
TIMEFRAME
STABILIZATION
DESCRIPTION
EXCEPTIONS
BASIN & TEMPORARY
IMMEDIATELY
NONE
DIVERSION DITCHES
PERIMETER DIKE.__
SWALE.S DITCHES AND
7 DAYS
NONE
SLOPES
HIGH QUALITY WATER
(HOW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR LESS
SLOPES STEEPER THAN
7 DAYS
IN LENGTH AND ARE NOT
3,1
STEEPER THAN 2:1, 14 DAYS
ARE ALLOWED
SOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER
THAN 50FT IN LENGTH
ALL OTHER AREAS #1TH
NONE, EXCEPT FOR
SLOPES fZATTER THAN
14 DAYS
PERIMETERS AND HOW ZONES
4.-1
GROUND COVER REQUIREMENTS:
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED WILL, ACCORDING TO THE FOLLOWING CHART, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER
DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PROVISIONS FOR
PERMANENT GROUNDCOVER SUFFICIENT TO RETAIN EROSION MUST BE
ACCOMPLISHED FOR ALL DISTURBED AREAS ACCORDING TO THE FOLLOWING
CHART FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
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PLAN STATUS
1/20/22
1ST SUBMISSION
5/16/22
2ND SUBMISSION
7/1/22
3RD SUBMISSION
7/12/22
4TH SUBMISSION
DATE
DESCRIPTION
MEL
XXX
XXX
DESIGN
I DRAWN
CHKD
SCALE
H: 1" = XXX'
V: 1 " = XXX'
OB No.
000000-00-000
DATE
JANUARY 20, 202
--I LE No.
000000-0-CP-000
SHEET C2.2
Cad file name: P; \006-PaceCommercial\005-Flex-Office-JoCo\Engineering\Engineering Plans\Construction Documents\006-005-ES.dwg

i
GRAPHIC SCALE
50 0 25 50 100 200
BEFORE YOU DIG ,
STOP( IN FEET )
CALL 1-800-632.4949 \ 1 inch = 50 ft.
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ITS THE LAW I \\ CURRENDBU3675-837DENTIAL
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209 I I I _ _ _
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l�l� IIIIII I \ 208- � III / / / / / � _ / \ \ ELE�� I TREE�RROIELT01_N TELE❑ - �E196.197-- -�_ = I -i'%� - = r�� _ � = - � / / � = �� CONSTRUCTION.
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I i I II 1 , IIIII - xi J J�%�'_� _ _ _�_=��-//�%- - -\� - - I / / �� PUMP STATION I TAKEN FROM A LAND SURVEY PREPARED BY: TRUE LINE
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III I II '�06 IIL // r _ - ---' -- \ // 1 / I / \ /F PAVEL
II 1 I I 1 _ _ - I N/F ANNA PLACE C DB / I STREAM/WETLAND NOTE:
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CONSTRUCTION SEQUENCE:
CONTRACTOR TO USE PARKING AREAS ADJACENT TO THE PROPOSED BUILDING FOR LAY-DOWN/STAGING AREAS - MAINTAIN THESE AREAS SO THAT SEDIMENT LADEN RUNOFF WILL BE
1.
EROSION & SEDIMENT CONTROL E&SC PERMIT AND A CERTIFICATE OF COVERAGE COC MUST BE OBTAINED BEFORE AND LAND DISTURBING ACTIVITIES OCCUR. THE COC CAN BE OBTAINED
( ) ( )
-
DIVERTED TO EROSION CONTROL MEASURES. INSTALL SILT FENCE AROUND LAY DOWN STAGING AREA AS SHOWN
/
❑
CWA
CONCRETE WASHOUT AREA
BY FILLING OUT THE ELECTRONIC NOTICE OF INTENT (e-NOI) FORM AT deq.nc.gov/NCGO1. PLEASE NOTE, THE a-NOI FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN
APPROVED. A COPY OF THE E&SC PERMIT, THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON -SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURING INSPECTIONS.
8.
CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES.
SSA
STABILIZED STAGING AREA
2.
CONTACT JOHNSTON COUNTY BEFORE ANY LAND DISTURBANCE OCCURS.
ALL APPLICABLE E&S CONTROL MEASURES MUST BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.
3.
CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN RECEIVED AND THAT THOSE REQUIRED TO BE DISPLAYED ON -SITE ARE AVAILABLE.
9.
SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN
cK)
INLET PROTECTION
EVENT OF GREATER THAN 1 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN
4.
CONTRACTOR SHALL HOLD A PRE -CONSTRUCTION MEETING AT LEAST 48 HOURS BEFORE THE ACTUAL START OF CONSTRUCTION. CONTACT JOHNSTON COUNTY INSPECTOR
THE CONSTRUCTION DETAILS ON THIS PLAN.
s
SF
SILT FENCE
5.
CONTRACTOR SHALL CONTACT CAROLINA ONE CALL AND ALL ENTITIES HAVING BURIED UTILITIES AT LEAST 72 HOURS PRIOR TO DIGGING OR AS DIRECTED AT THE PRE -CONSTRUCTION
10.
STOCKPILE RIP -RAP ON SITE AND INSTALL ALL EROSION CONTROL MEASURES WHERE THE WORK IS OCCURRING. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE
MEETING.
ENGINEER OR UPON RECOMMENDATION OF NCDEQ INSPECTION PERSONNEL AS CONDITIONS WARRANT.
SP
STOCKPILE
6.
CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT EACH POINT OF ACCESS TO STORAGE AND CONSTRUCTION AREAS. EROSION CONTROL MEASURES SHALL BE
11.
ALL DISTURBED AREAS SHALL HAVE GROUND STABILIZATION BY THE CONTRACTOR ACCORDING TO THE CHART ON THIS SHEET.
INSTALLED PRIOR TO DEMOLITION AND TREE REMOVAL OPERATIONS.
12.
STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE.
VTC
VEHICLE TRACKING CONTROL
7.
INITIAL PHASE SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH PLANS BEFORE STARTING WORK INCLUDING SILT FENCE, INLET PROTECTION, SKIMMER
BASIN, DIVERSION DITCHES, TREE PROTECTION, ETC., CLEARING ONLY AS NECESSARY FOR THE INSTALLATION OF THESE MEASURES.
13.
UPON COMPLETION OF THE INSTALLATION AND WITH APPROVAL OF NCDEQ, ALL EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF IN AN ACCEPTABLE MANNER. EACH
�L.W
LOD
LIMITS OF DISTURBANCE
SECTION SHALL BE SEEDED/MULCHED IMMEDIATELY AFTER INSTALLATION OF PIPE, STRUCTURE, OR ACCESS. COORDINATE WITH THE EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF
CONTRACTOR SHALL INCLUDE A RAIN GAUGE AND LOG BOOK CONTAINING THE INSPECTION RECORDS FOR THE SITE
EROSION CONTROL MEASURES.
TSD
TEMPORARY SLOPE DRAIN
INSTALL SKIMMER BASIN AND TEMPORARY DITCHES- STABILIZE EARTH BERMS AS WELL AS BASIN SLOPES & INSTALL EROSION CONTROL MATTING IN TEMPORARY DIVERSIONS PRIOR TO
WITH APPROVAL OF NCDEQ, THE SKIMMER BASIN SHALL BE DECOMMISSIONED, REMOVING AND DISPOSING OF ALL ACCUMULATED SEDIMENT IN A LAWFUL MANNER. USE SILT BAG/FILTER BAG
BEGINNING MASS GRADING OF THE SITE
FOR DEWATERING THE BASIN AND DIVERSION DITCHES. UPON SKIMMER BASIN REMOVAL, THE AREA SHALL BE CONVERTED INTO THE PERMANENT STORMWATER MANAGEMENT FACILITY - WET
DETENTION POND.
SB
SEDIMENT BASIN
ONCE THE BASIN/DIVERSION ARE INSTALLED SEED/MULCH IMMEDIATELY
DURING DE -WATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
ALL DEMOLITION DEBRIS IS TO GO TO AN APPROVED LANDFILL OR RELATED FACILITY
❑
SM
SEEDING AND MULCHING
14.
ONCE ADEQUATE PERMANENT GROUND COVER IS ESTABLISHED, ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED WITH THE APPROVAL OF NCDEQ INSPECTOR.
REMOVE SKIMMER BASIN #1 AFTER ADJUSTING LOCATIONS OF TEMPORARY DITCHES TO DRAINAGE STRUCTURE (INTERMEDIATE PHASE) PRIOR TO INCLUDING FILL IN AND AROUND SKIMMER
BASIN #1 AREA. CONSTRUCT THE GRADE FOR THE BUILDING PAD AND THE PARKING AREAS THAT ARE DRAINING TO THE TEMPORARY SKIMMER BASIN, MAINTAINING STORMWATER RUNOFF
15.
ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION & SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, NCDOT, U.S. DEPT. OF
DD
O
DIVERSION DIKE
TOWARD THE BASIN. ADJUST THE LOCATION OF TEMPORARY DITCHES AS NECESSARY TO DIVERT RUNOFF FROM THE DRAINAGE SYSTEMS TO THE TEMPORARY SKIMMER BASIN. ONCE THESE
AGRICULTURE, AND STATE STANDARDS.
AREAS ARE UP TO GRADE AND STABILIZED WITH CONCRETE, PAVEMENT, OR VEGETATION THEN DIVERT STORMWATER RUNOFF TO THE PROPOSED STORM DRAINAGE DEVICES AND THE
TEMPORARY SKIMMER BASIN CAN BE REMOVED AND THE AREA CAN BE BROUGHT UP TO GRADE. ONCE THE AREA IS UP TO GRADE, STABILIZE WITH CONCRETE, PAVEMENT, OR VEGETATION
16.
WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA
®
RS
ROCK SOCK
IMMEDIATELY.
INSPECTION REPORT, THE PERMITTEE SHALL VISIT deq.nc.gov/NCGO1 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (e-NOT). A 1100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED
STABILIZATION TIMEFRAME
SITE AREA
TIMEFRAME
STABILIZATION
DESCRIPTION
EXCEPTIONS
BASIN & TEMPORARY
IMMEDIATELY
NONE
DIVERSION DITCHES
PERIMETER DIKES,
SWALES, DITCHES AND
7 DAYS
NONE
SLOPES
HIGH QUALITY WATER
(HOW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR LESS
SLOPES STEEPER THAN
7 DAYS
IN LENGTH AND ARE NOT
J.I
STEEPER THAN 2:1, 14 DAYS
ARE ALLOWED
SOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER
THAN 50FT IN LENGTH
ALL OTHER AREAS IWTH
NONE, EXCEPT FOR
SLOPES fZATTER THAN
14 DAYS
PERIMETERS AND HQW ZONES
14.-1
GROUND COVER REQUIREMENTS:
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED WILL, ACCORDING TO THE FOLLOWING CHART, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PROVISIONS FOR
PERMANENT GROUNDCOVER SUFFICIENT TO RETAIN EROSION MUST BE
ACCOMPLISHED FOR ALL DISTURBED AREAS ACCORDING TO THE FOLLOWING
CHART FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
t' y s s s fr4a,p+f
SEAL {
L-
r
r i
PLAN STATUS
/20/22
1ST SUBMISSION
5/16/22
2ND SUBMISSION
7/1/22
3RD SUBMISSION
7/12/22
4TH SUBMISSION
DATE
DESCRIPTION
MEL
DESIGN
XXX
DRAWN
XXX
CHKD
SCALE
H: 1 " = XXX'
V: 1 " = XXX'
OB No.
000000-00-000
DATE
JANUARY 20, 202
-ILE No.
000000-D-CP-000
SHEET
C2.3
Cad file name: P: \006-PaceCommercial\005-Flex-Office-JoCo\Engineering\Engineering Plans\Construction Documents\006-005-ESAwg