NCC214114_Site Plan or Location Map_20210719

PHASE I EROSION & SEDIMENT CONTROL PLAN FOR
ZEBULON OU�I �D()OR STORAGE CSD
PROJECT DATA AND GENERAL NOTES 1817 OLD US HWY 264 ENGINEERING
PROJECT NAME AND LOCATION
ZEBULON OUTDOOR STORAGE
1817 OLD US HWY 264 ZEBULON, NORTH CAROLINA 27597 L/CENSE # C-2710
E-NIC
ZEBULONL, NC 27597 MAINTENANCE PLAN LANDIPLANNING
WAKE COUNTY, NORTH CAROLINA 1. ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER ANY COMMERCIAL / RESIDENTIAL
LAT. 35' 49' 04" LONG: -78' 15' 52" RAINFALL; REPAIRS MADE IMMEDIATELY IF NECESSARY.
2. SEDIMENT IS TO BE REMOVED FROM SWALES AND DIVERSIONS WHEN P.O. SOX 1250
PROJECT OWNER /DEVELOPER PROJECT CONSULTANT ENGINEER THEY ARE APPROX. 507 FILLED OR WHEN SEDIMENT LEVEL IS WITHIN
/ WENDELL, NC 27597
TOMMY PERRY CSD ENGINEERING 1.0' OF TOP OF BANK. (910) 791-4441
90 BUNN AVENUE JOHN F. OGLESBY, PE J. SEDIMENT IS TO BE REMOVED FROM SILT FENCE AND INLET PROTECTION
ZEBULON, NC 27597 115 W. THIRD STREET /PO BOX 1250 MEASURES WHEN 0.5' DEEP, FABRIC AND STONE TO BE REPAIRED AS
[phone] WENDELL, NC 27591 NEEDED TO MAINTAIN A SEDIMENT BARRIER.
[phone] 4. SEEDED AREAS SHALL BE FERTILIZED, MULCHED, AND RE-SEEDED AS o a
NECESSARY, ACCORDING TO THE SPECIFICATIONS PROVIDED, TO
WAKE COUNTY ENVIRONMENTAL CONSULTANT 64 MAINTAIN A SUITABLE VEGETATIVE COVER. Q =H s
BETSY PEARCE 5. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN SUCH A N o
336 FAYETPOLLE STREET MANNER AS TO PREVENT MUD OR SEDIMENT FROM LEAVING THE Cn o .N
RALEIGH, NC 27602 CONSTRUCTION SITE; TOP DRESSING WITH 2-INCH STONE MAY BE
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[phone] REQUIRED. z �d
6. IMMEDIATELY REMOVE SEDIMENT SPILLED, WASHED, OR TRACKED ONTO N a
GENERAL NOTES PUBLIC ROADWAYS. ;
1. TOTAL DISTURBED AREA = 9.90 ACRES 7. INSPECT SEDIMENT BASINS AS DIRECTED; REMOVE SEDIMENT FROM 1� W
2. PROPOSED LAND USE IS OVERNIGHT AND EXTENDED PARKING FOR OLD ENTIRE BASIN AND RESTORE BASIN TO ORIGINAL DIMENSIONS WHEN W y o
BU SEDIMENT ACCUMULATES TO ONE-HALF THE BASIN DEPTH, INSPECT = o =d W
LARGE TRUCKS, TRAILERS, BOATS, RV'S, ETC. NN RD OUTLET TO ENSURE IT IS PROPERLY FUNCTIONING. Z W<=
J. PROJECT CONSISTS OF BUILDING A PAVED ENTRANCE TO A FENCED
GRAVEL PARKING AREA. 8. IF SKIMMER/OUTLET IS CLOGGED WITH TRASH, DISLODGE BY JERKING
02 rn
4. WETLANDS OR JURISDICTIONAL STREAMS HAVE NOT BEEN VERIFIED THE ROPE UP AND DOWN OR PULL SKIMMER TO SIDE OF BASIN AND ZO a
BY THE STATE OR THE U.S ARMY CORPS OF ENGINEERS REMOVE DEBRIS BY HAND, INSPECT ORIFICE.
5. ELEVATION DATUM IS NAVD 88. 9. REMOVE SEDIMENT FROM BEHIND BAFFLES ONCE ACCUMULATION HAS O
6. NCDOT IS RESPONSIBLE FOR MAINTENANCE OF THE DRIVEWAY PIPE REACHED ONE-HALF THE HEIGHT OF THE FIRST BAFFLE, REPLACE W t€
WITHIN THE RIGHT-OF-WAY OF OLD US HWY 264. J BAFFLES PROMPTLY IF THEY COLLAPSE, TEAR, DECOMPOSE, OR BECOME
7. TOMMY PERRY IS RESPONSIBLE FOR MAINTENANCE OF THE SITE 0 INEFFECTIVE.
INCLUDING TEMPORARY AND PERMANENT EROSION AND SEDIMENT 0 7 10. INSPECT CHECK DAMS AS DIRECTED AND CLEAR STONE OF DEBRIS AND 1
CONTROL MEASURES, STORMW47ER CONVEYANCE MEASURES, AND I 97 ACCUMULATED SEDIMENT,• TAKE CARE NOT TO DAMAGE OR UNDERCUT
STORMWATER CONTROL MEASURES.. U THE STRUCTURAL STONE DURING SEDIMENT REMOVAL; REPLACE
SEDIMENT STONE AS NEEDED. J C v
0 11. REFER TO MAINTENANCE SPECIFICATIONS AND REQUIREMENTS IN THELj
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NORTH CAROLINA "EROSION AND SEDIMENT CONTROL PLANNING AND jO
ENVIRONMENTAL NOTES: Q DESIGN MANUAL." N
1. THE EXISTING POND ON THE SITE WAS DRAINED PER AUTHORIZATION _
OBTAINED FROM U.S. ARMY CORPS OF ENGINEERS. 7 CrO °'N
2. THE SITE CURRENTLY CONSISTS OF AN INTERMITTENT STREAM THAT HAS 51TESTOCKPILE NOTES Q o z o
NOT BEEN VERIFIED TO BE WATER OF THE U.S (JURISDICTIONAL). 1. A 25-FOOT TEMPORARY MAINTENANCE AND ACCESS EASEMENT SHALL � o o
J. A JURISDICTIONAL DETERMINATION AND BUFFER DETERMINATION WILL BE BE MAINTAINED AROUND ALL PROPOSED STOCKPILES; EROSION CONTROL o Cn m Q cl:�
PERFORMED ON THE SITE IN LATE SUMMER TO EARLY FALL OF 2021 (PER MEASURES SURROUNDING THE STOCKPILE SHALL BE SHOWN AT THE CCo Q
OUTER LIMIT OF THE EASEMENT. o O N z z
U.S. ARMY CORPS OF ENGINEERS POLICY AFTER DRAINING A SURFACE 0 U O o z
Z E B U LO N 2. STOCKPILE FOOTPRINTS SHALL BE SETBACK A MINIMUM OF 25 FROM O o �
WATER POND). �Q ADJACENT PROPERTY LINES w z z �
4. DISTURBANCE WILL NOT OCCUR WITHIN 50 FEET OF THE TOP OF CHANNEL �/S J. STOCKPILE HEIGHT SHALL NOT EXCEED 35 FEET. o O , LU o N
BANK AND WITHIN THE FORMER WATER'S EDGE OF POND. y�j 4. STOCKPILE SLOPES SHALL BE 2.1 OR FLATTER. z z z
5. THE SITE DOES NOT INCLUDE SIGNIFICANT OR ENDANGERED SPECIES. Y 6 / 5. APPROVED MEASURES SHALL BE USED TO CONTROL SEDIMENT LOSS z O w v
6. THE SITE INCLUDES VEGETATION THAT IS PART OF THE NATIVE FROM STOCKPILE. o O Q w
6. STOCKPILING OF MATERIALS ADJACENT TO A CHANNEL, DRAINAGEWAY, cD Q w �`' �'
LANDSCAPING; INCLUDING BUT NOT LIMITED TO UNDER- STORY TREES AND / STREAM BUFFER OR OTHER BODY OF WATER W o Q o v
WATERCOURSE, WETLAND, w H J
SHRUBS. SHALL BE AVOIDED UNLESS AN ALTERNATIVE LOCATION IS
7. THE SITE ALSO INCLUDES STANDS OF VOLUNTEER/NATIVE CANOPY TREES / DEMONSTRATED TO BE UNAVAILABLE.
7. ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE SHALL BE
THAT ARE GREATER THAN 6-INCHES IN DBH. ��� C '��
DIVERTED TO AN APPROVED MEASURE. p� N A R �i
& CARE SHALL BE TAKEN TO ENSURE THE PRESERVATION OF EXISTING � � O
VEGETATION ALONG PUBLIC RIGHT-OF-WAY AND ADJOINING PROPERTY. & OFF-S1TE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH �.� .• F Ess
WAKE COUNTY ORDINANCES AND STATE REGULATIONS, ALL SPOIL O'�° O v'
264 AREAS OVER ONE ACRE ARE REQUIRED TO HAVE AN APPROVED
/ - 032721
SEDIMENT CONTROL PLAN. THE DEVELOPER/CONTRACTOR SHALL NOTIFY � •�
WAKE COUNTY OF OFFS17E DISPOSAL OF SOIL PRIOR TO DISPOSAL. FILL '• :ti
,S '• G1N ;-
WAKE CO. BASIN REMOVAL SEQUENCE: OF FEMA FLOODWAYS AND NON-ENCROACHMENT AREAS ARE 1, ti '•••... .•••' F,
1. SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL CONSULTANT TO 9 6 PROHIBI TIED EXCEPT AS OTHERWISE PROVIDED BY SUBSECTION 14-19-2 �II,,111144111 0`,�O l 18/2 1
OF THE WAKE COUNTY UNIFIED DEVELOPMENT ORDINANCE
DETERMINE IF A BASIN CAN BE REMOVED. INSTALL SILT FENCING OR OTHER (/ CERTIFICATIONS AND PERMITS REQUIRED). PLAN NOT RELEASED TEMPORARY EROSION CONTROL MEASURES AS NEEDED PRIOR TO REMOVAL FOR CONSTRUCTION
OF THE BASIN.
2. CONTACT NCDEQ -RALEIGH REGIONAL OFFICE [phone] TO SOIL STABILIZATION NOTES Q
DETERMINE THE DIVISION OF ENERGY, MINERAL AND LAND RESOURCES 1. SOIL STABILIZATION TIMEFRAMES.
CONTACT PERSON TO RECEIVE DEWATERING NOTIFICATIONS AT LEAST 10
DAYS PRIOR TO BEGINNING DEWATERING ACTIVITY; SEND EMAIL TO SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS m
PERIMETER DIKE�SWALES 7 DAYS NONE
NCDEQ-DEMLR CONTACT PERSON AND COPY ENVIRONMENTAL CONSULTANT DITCHES AND SLOPES
THAT MET YOU ONSITE THE EMAIL SHOULD INCLUDE E&SC JURISDICTION; HIGH QUALITY ZONES (HOW) 7 DAYS NONE
WAKE COUNTY, WAKE COUNTY PROJECT NAME, NUMBER, AND LOCATION SLOPES STEEPER THAN J.1 7 DAYS IF SLOPES ARE 10 FT OR LESS IN LENGTH
AND ARE ARE NOT STEEPER THAN 2.1,
(CITY/TOWN), ENVIRONMENTAL CONSULTANT NAME, AND ADDRESS THE / 14 DAYS ARE ALLOWED
FOLLOWING: A)REASON FOR CONVERSION, B)BASIN 1, C)DEW4TERING SLOPES J.I OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN
METHOD, AND D ALL OTHER NECESSARY INFO FROM PART 11, SECTION G, 50 FT IN LENGTH
ALL OTHER AREAS WITH SLOPES 14 DAYS NONE, EXCEPT FOR PERIMETER AND
ITEM 4 OF THE NCGOI. (KEEP EMAIL FOR YOUR NPDES MONITORING -9 ��j 0 FLATTER THAN 4.1 1 HOW ZONES
DOCUMENTATION)
J. AFTER RECEIVING POSITIVE CONFIRMATION FROM NCDEQ-DEMLR THAT YOU �� O� 2. DENUDED AREAS MUST BE STABILIZED WITHIN FIFTEEN (15) WORKING
DAYS OF CEASE OF ANY PHASE OF ACTIVITY. ALL SLOPES MUST BE v�
MAY REMOVE THE BASIN OR ON > DAY 11, WHICHEVER IS SOONER. REMOVE �Q �✓ STABILIZED WITHIN TWENTY-ONE (21) CALENDAR DAYS OF CEASE OF
BASIN(S) AND ASSOCIATED TEMPORARY DIVERSION DITCHES IF PIPES NEED � ANY PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, CHANNELS Q
TO BE EXTENDED, PERFORM THIS OPERATION AT THIS TIME. FINE GRADE / O AND STOCKPILES
LOCATION MAP w
AREA IN PREPARATION FOR SEEDING. , J. THIS PLAN IS TO BE UTILIZED AND REVIEWED ONLY IN CONJUNCTION
4. PERFORM SEEDBED PREPARATION, SEED, MULCH AND ANCHOR ANY 1 = 1000 WITH THE WRITTEN NARRATIVE, WHICH IS AN INTEGRAL PART OF THIS
RESULTING BARE AREAS IMMEDIATELY. EROSION AND SEDIMENT CONTROL PLAN.
5. INSTALL VELOCITY DISSIPATORS AND/OR LEVEL SPREADERS AS REQUIRED 4. ALL FINISHED SLOPES SHALL BE 3:1 OR FLATTER.
ON THE EROSION CONTROL PLAN. 5. NO WETLANDS EXIST WITHIN LIMITS OF DISTURBANCE.
6. SEE STABILIZATION GUIDELINES ON SHEET EC7.
6. WHEN S17E IS FULLY STABILIZED, CALL ENVIRONMENTAL CONSULTANT FOR
APPROVAL OF REMOVING REMAINING TEMPORARY EROSION CONTROL INDEX TO DRA WINGS
MEASURES AND ADVICE ON WHEN SITE CAN BE ISSUED A CERTIFICATE OF
COMPLETION. EROSION AND SEDIMENT CONTROL
SHEET No. DESCRIPTION DRAWING No. o
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NOTE. A MEETING SHOULD ALSO BE SCHEDULED WITH THE ENVIRONMENTAL 1 OF 5 TITLE SHEET & NOTES EC1.0
CONSULTANT TO DETERMINE WHEN A BASIN MAY BE CONVERTED FOR 2 OF 5 EROSION & SEDIMENT CONTROL PLAN DETAILS & NOTES EC2.0 APPROVED PLAN
STORMW47ER USE. SOME MUNICIPALITIES MAY ALSO REQUIRE THIS 3 OF 5 EROSION & SEDIMENT CONTROL PLAN DETAILS & NOTES EC2.1 DATE
4 OF 5 EROSION & SEDIMENT CONTROL PLAN DETAILS & NOTES EC2.2 DA TE: 611812021
5 OF 5 EROSION & SEDIMENT CONTROL PLAN (CLEAR GRUB ONLY EC3.0 PERMIT NO. S-
HORZ. SCALE: 1" = 1000'
Wake County Environmental Services INERT. SCALE: N/A
DRAWN B Y.• JFO
Sedimentation & Erosion Control CHECKED BK HSR
919-856-7400 PROJECT NO.: 20-0520
AK Sheet EC 1. 0
c°uNT ENVIRONMENTAL CONSULTANT SIGNATURE Sheet No. 1 of 5
EFFECTIVE:08/23/17