SW6080804_ESC Plan_20100608

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LOCATION MAP
NOT TO SCALE
6'
5.0'
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AVE
TEMPORARY DIVERSION DITCH DETAIL I
PUBLIC STREET
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CONSTRUCTION SPECIFICATIONS:
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL BE
ENTERING OR LEAVING THE CONSTRUCTION SITE TO OR FROM A PUBLIC STREET.
2. STONE TO BE 2-3 INCH WASHED STONE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING
OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND
REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED
IMMEDIATELY.
5. WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING
A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED
WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN.
6. FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL
STABILIZED CONSTRUCTION ENTRANCE
CONSTRUCTION SEQUENCE
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1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE LAND QUALITY SECTION,
FAYETTEVILLE REGIONAL OFFICE.
2. SET UP PRE -CONSTRUCTION CONFERENCE ON SITE WITH EROSION CONTROL INSPECTOR
OF THE LAND QUALITY SECTION, FAYETTEVILLE REGIONAL OFFICE TO DISCUSS EROSION
CONTROL MEASURES.
3. INSTALL SILT FENCE, BEGIN DEMOLITION.
4. CALL FOR ON -SITE INSPECTION BY ENGINEERING INSPECTOR. WHEN APPROVED, LAND
QUALITY SECTION, FAYETTEVILLE REGIONAL OFFICE INSPECTOR ISSUES THE GRADING PERMIT.
5. ROUGH GRADE SITE, INSTALL TEMPORARY CONSTRUCTION ENTRANCE, INLET PROTECTION AT
STORM DRAINAGE STRUCTURES, DIVERSION DITCHES, AND ROCK CHECK DAMS.
6. CONTRACTOR SHALL MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
7. SEED AND MULCH DENUDED AREAS IMMEDIATELY AFTER SITE AREAS ARE BROUGHT TO
FINISH GRADE.
8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEPT.
OF AGRICULTURE, U.S. SOIL CONSERVATION SERVICE AND LAND QUALITY SECTION,
FAYETTEVILLE REGIONAL OFFICE STANDARDS.
9. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL
MAINTAIN CLOSE CONTACT WITH THE LAND QUALITY SECTION, FAYETTEVILLE REGIONAL OFFICE
INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES
OF CONSTRUCTION.
10. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY
EROSION CONTROL MEASURE.
11. INSTALL BIORETENTION CELL AFTER DRAINAGE AREA TO THE CELL IS STABILIZED,
IN ORDER TO PREVENT CLOGGING.
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NOTES:
1. THIS MAP IS NOT A CERTIFIED SURVEY. BOUNDARY AND TOPOGRAPHIC �\ /
INFORMATION PROVIDED BY KESTLER SURVEYING, INC. �\ '
2. THE UTILITIES SHOWN ARE FOR THE CONTRACTOR'S CONVENIENCE ONLY. \
THERE MAY BE OTHER UTILITIES NOT SHOWN ON THIS PLAN; THE ENGINEER 1
ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS SHOWN. THE CONTRACTOR 1 Vln\u IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES PRIOR TO I
COMMENCEMENT OF CONSTRUCTION. CONFLICTS BETWEEN EXISTING UTILITIES AND I '
PROPOSED EXCAVATION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY, I I(
3. PROVIDE MINIMUM OF 48 HOUR NOTICE TO OWNER OR REPRESENTATIVE /
PRIOR TO INTERRUPTION OF ANY EXISTING UTILITY, IF BEING UTILIZED.
4. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR REPLACEMENT OF
ANY UTILITIES DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR LOCATION & PROTECTION OF EXISTING ABOVE AND
BELOW GROUND UTILITIES AND STRUCTURES. ANY AND ALL MAINS OR
INDIVIDUAL SERVICES PRESENTLY IN SERVICE WHICH ARE DAMAGED DURING B-1 �-#5 WASH STONE
CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY AT NO ADDITIONAL EXPENSE
TO THE UTILITY OWNER. ANY AND ALL MAINS OR INDIVIDUAL SERVICES
PRESENTLY NOT IN SERVICE AND WHICH ARE TO BE REPLACED DURING THE
COURSE OF CONSTRUCTION MAY BE REMOVED AND LEGALLY DISPOSED OF IF
DAMAGED DURING CONSTRUCTION.
5. THE CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING NEAR ALL
UNDERGROUND AND OVERHEAD UTILITIES.
6. HANDICAP SIGNAGE TO BE INSTALLED IN ACCORDANCE WITH A.D.A
STANDARDS AT H/C PARKING SPACES SHOWN.
7. ALL DIMENSIONS ARE TO BACK OF CURB UNLESS OTHERWISE NOTED.
8. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL NECESSARY
PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION.
THESE PERMITS AND APPROVALS MAY INCLUDE BUT ARE NOT LIMITED TO
GRADING, DEMOLITION, ZONING, BUILDING, DRIVEWAY, DETENTION, SUBDIVISION,
SPECIAL USE, SEWER AND WATER.
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TEMPORARY ROCK CHECK DAM
TEMPORARY
PROTECTION
LONZELL KELLY
TAX #694240801071
DEED BK 194. PG 097
SS MH
RIM=497.68
INV IN=491.86
INV OUT=491.72
W. EDINS
50' PUBLIC
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#5 WASHED STONE
GENERAL NOTES:
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1. SEDIMENT SHALL BE REMOVED AND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS
THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH
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WHEN OF THE TRAP.
2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A
MANNER THAT IT WILL NOT ERODE.
3. THE STRUCTURE SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY
OR HIS AGENT AFTER EACH STORM EVENT AND REPAIRS MADE AS NECESSARY.
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4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT
EROSION AND WATER POLLUTION ARE MINIMIZED.
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5. THE INLET PROTECTION SHALL BE REMOVED AND THE AREA STABILIZED ONLY WHEN
THE ASSOCIATED DRAINAGE AREAS HAVE BEEN PROPERLY STABILIZED.
STORAGE AREA,
;15 WASHED STONE
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PLAN VIEW
H AVENUE SECTION A -A
(APPAREN j )DISTURBANCE
ROCK DONUT INLET PROTECTION
PROP. ROCK
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STEEL
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/ I ROP. TEMPOR Y INLET PROTECTION
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BOJANGLE'S �\ I
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SILT
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TEMPORARY CONSTRUCTION
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SIU
FENCI
JAMES N. DRAKOS
TAX #694240801023
DEED BK 206, PG 307
OF
MAINTENANCE NOTES:
1. INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER
WASH STONE EACH SIGNIFICANT RAINFALL EVENT AND REPAIR IMMEDIATELY.
2. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT CLOG THE
CHANNEL WHEN NEEDED.
3. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES
CAN BE TAKEN, SUCH AS INSTALLING A PROTECTIVE RIP RAP LINER IN
THAT PORTION OF THE CHANNEL.
4. REMOVE SEDIMENT BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE
TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE
STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT
OVER THE DAM.
5. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND
CROSS SECTION.
JOSEPHINE FLOWERS
TAX #69424080106•'
DEED SK 22Z PG •`
1. FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL
M HAVE A MINIMUM OF 6 LINE WIRES WITH 12' STAY SPACING.
2. WOVEN FILTER FABRIC SHALL BE USED WHERE SILT FENCE IS TO
REMAIN FOR A PERIOD OF MORE THAN 30 DAYS.
3. STEEL POSTS SHALL BE 5'-0' IN HEIGHT AND BE OF THE
SELF -FASTENER ANGLE STEEL TYPE
WIRE
STEEL FILTER FABRIC
4. WASHED STONE SHALL BE USED TO BURY SKIRT WHEN SILT FENCE
IS USED ADJACENT TO A CHANNEL, CREEK, OR POND. LIMITS OF 5. TURN SILT FENCE UP SLOPE AT ENDS. BACKFlLL TRENCH NATURAL III AND COMPACT GROUND
DISTURBANCE 6. FABRIC USED WITH WIRE MESH MAY USE 8' CENTERED POSTS. THOROUGHLY
MAINTENANCE NOTES: 1) I 4 „ 8' uPs_ L
1. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH M�IIN
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY
REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE PRIOR TO II
THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS
NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY. Approver.' St;� h1wate•r pa-n:i4 Documents
3. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. 1 Construction in accordance with these documents is
THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROX. HALF THE required by the stormwater permit. North Carolina
rules require that the stormwater system designer
HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE Inspect during construction certify conformity with the
AFTER THE SILT FENCE IS REMOVED SHALL BE DRESSED TO CONFORM plans and specs, and certify compliance with the
TO THE EXISTING GRADE, PREPARED AND SEEDED. stormwaterrules (15ANCAC2H 1008(j))
MARILYN E. SMITH
TAX #694240801062
DEED BK 595, PG 285
CHARLES E. GREEN
j I I TAX #694240801061
II y� I DEED BK 47Z PG 822
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CALL 1-800-632-49,
N.C. ONE- ALL CENTI
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1 INCH = 20 FEET
SILT FENCE Permit a_ oate_1-6�°�
by_�P - NC Division of Wate Qu II
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EROSION CONTROL NOTES:
1. ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ADMINISTRATOR.
2. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE CTTY'S EROSION CONTROL
ORDINANCE AND IS SUBJECT TO A FINE.
3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE CITY'S
EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
4. ANY TEMPORARY SEDIMENT BASIN THAT IS TO BE CONVERTED TO A PERMANENT STORM WATER DETENTION FACILITY
REQUIRES A PAVED SPILLWAY WHEN CONSTRUCTED ON FILL MATERIAL
5. 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. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE
THAT CAN BE RETAINED BY VEGATATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY
EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION. PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST
BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN.15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
6. FAILURE TO SCHEDULE AN ON -SITE MEETING WITH THE CrrrS EROSION CONTROL COORDINATOR 48 HOURS PRIOR TO
ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF THE CITY CODE AND IS SUBJECT TO FINE.
7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE INSPECTOR.
8. ANY LAND -DISTURBING ACTIVITY > 5 ACRES REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THE GENERAL PERMIT
TO DISCHARGE STORM WATER UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (PERMIT NO. NCGO10000).
ANY PERMIT NON-COMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT ACTION BY
THE NORTH CAROLINA DEPARMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES.
9. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1.
LEGEND
-'{LEV- - EXISTING CONTOUR
--ELEV- PROPOSED CONTOUR
•ow■w'■"i■ LIMITS OF DISTURBANCE O
x x N PROPOSED SILT FENCE Q O
•" -� - PROPOSED DIVERSION DITCH e 0
O PROPOSED ROCK DONUT
INLET PROTECTION
PROPOSED ROCK
Project: BOJANGLES
cuccrr lie..
Ilo rAiL11LVILLL KU.
RAEFORD, NORTH CAROLINA
....t;. .._. Title:
ER
OSION CONTROL
LO. ' BY DATE P LA N
REVISION
1• RKS 9-9-08 PER NCDENR COMMENTS Fie /: 08049-PB.DWG I Date: 8/18/08 Project Egr. BTU
2. RKS 9-17-08 PER NCDENR COMMENTS _ Design
esi B. RKS
ISA A CS
O Drawn By. RKS
OML ENGINEERING DESIGN AND LAND SURVUNGC
"0 Scale: f_-20'
....... .......................
8720 RED OAK BOULEVARD, SUITE 420 C4,0
CHARLOTTE. N.C. 28217
PHONE [phone] FAX [phone]
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