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NOTFS EROSION CONTROL NOTES -0
1. CENTRAL CATAWBA WATERSHED VEGETATIVE PLAN / N
2. DISTURBED AREA= ± 1.28 ACRES 1. ALL DISTURBED AREAS WILL BE STABILIZED BY CONSTRUCTION SEQUENCE et
PERMANENTLY VEGETATING WITH SEED AND MULCH AS 1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. //y�/ .i
3. SOIL TYPES: MkB=Wikes Loam (4%-8%slopes) RECOMMENDED BY THE PERMANENT SEEDING SPECIFICATIONS li 3
WuD=WikeskB Urban Land Complex (8%-15%slopes) DUE TO THE RESTRAINTS ON THE LENGTH OF IMPROVEMENTS 0 d
AND/OR DURATION OF EXPOSED DISTURBED AREA. T. HOLD PRE-CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR d
/ TO BEGINNING CONSTRUCTION.
4. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED 2. TO PROMOTE A DENSE VEGETATIVE COVER IN AREAS WHERE cg t
AREAS WILL BE STABILIZED WITH THE APPROPRIATE PERMANENT VEGETATIVE3. FLAG THE CONSTRUCTION LIMITS AND INSTALL TREE PROTECTION. e
EROSION CONTROL MEASURE(S)WITHIN THE REQUIRED TIME FRAME: RUNOFF CONCENTRATESTBL OR IN AREAS WHERE VEGETATION IS �.
HARD TO ESTABLISH, NA MATTING FOR EROSION CONTROL SHALL 4. ALL DITCH SECTIONS SHALL BE STABILIZED FOR EROSION CONTROL Z
DAYS PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 BE USED. THE MATTING TO BE USED WILL BE A MATTING THAT MEASURES -LL
HIGH QUALITY WATER ZONES 7 CONSISTS OF 70%STRAW AND 30%COCONUT AND BE BACKED
DAYS (OR APPROVED EQUAL). THE MATTING FOR EROSION CONTROL 5. INSTALL EROSION CONTROL MEASURES REQUIRED FOR THE PROPOSED
SLOPES STEEPER THAN 3:1 7 WILL BE CONSTRUCTED AS PART OF THE PROPOSED CONSTRUCTION ACTIVITIES AS SHOWN ON SHEETS EC2-EC3. J
DAYS IMPROVEMENTS AND SHALL ALSO SERVE FOR VEGETATIVE
SLOPES GREATER THAN SOFT IN LENGTH REGARDLESS OF SLOPE 7 STABILIZATION PURPOSES. 6. CONSTRUCT THE PROPOSED IMPROVEMENTS AS SHOWN ON THE PLANS
DAYS MAINTENANCE PLAN AND AS NOTED IN THE CONSTRUCTION PHASING LISTED ON SHEET TCP1.
SLOPES 3:1 OR FLATTER AND LESS THAN SOFT IN LENGTH 14 1. ALL TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL m ro
DAYS 7. DISTURBANCE AREAS SHALL BE LIMITED TO ONE DRAINAGE AREA AT
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 PRACTICES WILL BE INSTALLED AS NOTED ON THE CLDSM DETAILS FOR A TIME WHENEVER POSSIBLE. N o U w 8 t=
14 DAYS EROSION CONTROL AND THE EROSION CONTROL PLANS. ,II N a 6 Ti,o
8. AFTER EACH WORKDAY, PROTECT ROADWAY BASE WITH ABC OR BY a N'
5. ANY GRADING BEYOND THE CONSTRUCTION LIMITS SHOWN ON THE PLANS 2. TRAPPED SEDIMENT SHALL BE PROMPTLY REMOVED FROM THE COMPACTION.
IS A VIOLATION OF THE NORTH CAROLINA EROSION CONTROL ORDINANCE AND EROSION CONTROL MEASURES AND DISPOSED OF.
IS SUBJECT TO A FINE. 9. INSPECT THE EROSION CONTROL MEASURES WEEKLY AND AFTER
3.ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED EVERY RAINFALL. MAKE ANY NEEDED REPAIRS.
6. NO ON-SITE BURIAL OF VEGETATION OR CONSTRUCTION DEBRIS WILL BE WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS MUST BE MADE
PERMITTED. IMMEDIATELY. 10. ONCE THE ENTIRE DRAINAGE AREA IS PERMANENTLY STABILIZED,
7. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REMOVE ALL TEMPORARY EROSION CONTROL MEASURES. y
4. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED 2
REQUIRED IN THE FIELD BY THE CONSTRUCTION INSPECTOR. FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF-PRODUCING tD a ❑ ; ❑
RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY N z a o
8. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL w O
WEEKLY AND AFTER RAINFALL EVENTS. NEEDED REPAIRS MUST BE MADE PRACTICES AS DESIGNED. WHERE CONSTRUCTION CAUSES MAJOR m a `¢
IMMEDIATELY. GRADE CHANGES OVER A PERIOD OF TIME, DIVERSION DITCHES WILL BE
9. REFER TO THE CONSTRUCTION PLANS, PROFILES, AND DETAILS FOR LOCATED AND MAINTAINED DAILY AS NECESSARY DURING THE GRADING
SPECIFIC DESIGN INFORMATION FOR THE ROADWAY AND DRAINAGE PHASE.
IMPROVEMENTS. 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE
10. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE EI O
TWORKING AREA AND HE DISTURBED AREAIS
SIS REQUIRED
STABILIZED.ALL ALL.PHASES OF THE PROJECT UNTIL BARRIER.SEDIMT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A __
FBI ./
11. WHEN PLACING EXCAVATED SOIL ON PAVEMENT, FIRST COVER 6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, O F'I
PAVEMENT WITH TARP, SAND, OR SCREENINGS. AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN *4 Z
TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. a
12. THE MAXIMUM LINEAR FEET OF DITCH WORK THAT CAN BE = 0 4
EXCAVATED BEFORE REQUIRED STABILIZATION IS 200 LF. 7. OUTLET PROTECTION WILL BE INSTALLED WHEN OUTLETS ARE
INSTALLED. FILTER FABRIC WILL BE PLACED UNDER THE ENTIRE STONE
13. INSTALL STORM DRAINAGE AND OTHER PERMANENTLY STABILIZED SECTION AND WILL BE REPAIRED IF DAMAGED DURING ANY PHASE OF ��,// ICI a
DITCHES AND DRIVEWAY PIPES THAT WILL CONVEY SURFACE WATER CONSTRUCTION. F.ry O QI
DOWNSTREAM OF THE SITE, FIRST.
CA 11 8. GRAVEL INLET PROTECTION WILL BE INSTALLED AS THE DRAINAGE IS11 CA -
14. ALL STOCKPILE AREAS DEEMED NECESSARY BY THE CONTRACTOR INSTALLED WHERE NEEDED, AND WILL BE MAINTAINED DURING THE I-`-,f-
WILL BE REQUIRED TO HAVE EROSION CONTROL MEASURES SURROUNDING ENTIRE GRADING PHASE OF THE PROJECT. C
THE AREA. THE STOCKPILE AREAS MAY ONLY BE LOCATED WITHIN THE Fil
CONSTRUCTION LIMITS. APPROPRIATE EROSION CONTROL MEASURES 9. GRAVEL CONSTRUCTION ENTRANCE WILL BE CLEANED OR REPLACED 't W
CONSIST OF TEMPORARY SILT FENCE, TEMPORARY DIVERSION DITCH, WHEN THEY NO LONGER WORK PROPERLY.
SEDIMENT TRAP, ETC.
10. SEDIMENT WILL BE REMOVED FROM THE BASIN WHEN IT REACHES
15. THE CONTRACTOR IS REQUIRED TO PREVENT EROSION AND SEDIMENT 1.0 FOOT BELOW THE EMERGENCY SPILLWAY. THE FILTER STONE IS TO F rl
FROM DEPOSITION ON LOCAL ROADS BY PROVIDING CONSTRUCTION BE CLEANED OR REPLACED WHEN THE BASIN NO LONGER DRAINS d r 1 C.)
ENTRANCE/EXITS. REFER TO CLDSM 30.11A - STABILIZED CONSTRUCTION PROPERLY. DIVERSIONS WILL BE PLACED TO DIRECT AS MUCH � W O W.4
ENTRANCE. SURFACE WATER INTO BASIN AS POSSIBLE.
. walk 201659-GEN.d
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