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SYMBOLS LEGENDSILT FENCELIMITS OF DISTURBANCEPROJECT PROPERTY LINEEXISTING WATER LINEEXISTING SEWER LINETREE PROTECTION FENCINGINLET PROTECTIONNOTE: SEE SHEET CE-501 FOR SEDIMENT AND EROSIONCONTROL DETAILS.
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EROSION CONTROL MAINTENAN
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:
1.ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FO
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FOLLOWING EVERY RUNOFF-PRODUCING RAINFALL, BUT IN NO CASE LES
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WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.2.ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES/EXITS T
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TOP-DRESSED WITH 2-3" COARSE STONE TO MAINTAIN 6" THICKNESS. EN
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IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE
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OBJECTIONABLE MATERIAL SPILLED, WASHED, OR TRACKED ONTO THE C
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PUBLIC ROADWAYS. (NCDENR PRACTICE 6.06)3.SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
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SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABR
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SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC AND
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PRACTICE 6.62)4.SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INL
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SEDIMENT REACHES HALF OF THE DEPTH TO THE TOP OF THE ROCK. RO
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WHEN THE SEDIMENT CONTROL MEASURE NO LONGER DRAINS AS INTEN
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ROCK AS NECESSARY TO ALLOW FOR PROPER DRAINAGE. (NCDENR PR
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5.ALL SEEDED AREAS WILL BE FERTILIZED, RE-SEEDED AS NECESSARY AN
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SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DE
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FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGL
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SHORT, FLAT SLOPES (FLATTER THAN 3:1 AND LESS THAN 50') LEFT EXPO
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OF COMPLETION OF ANY GRADING, BE PLANTED OR OTHERWISE PROVID
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BE STABILIZED WITHIN 7 DAYS AFTER ANY PHASE OF ACTIVITY.6.SEDIMENT WILL BE REMOVED FROM SEDIMENT BASINS WHEN THE DESIG
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REMOVED. SKIMMERS MUST BE CHECKED FOR BLOCKAGES AND DEBRIS
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NECESSARY. BAFFLES WILL BE REPAIRED OR REPLACED IF THEY COLLAP
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INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE R
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HALF THE HEIGHT OF THE FIRST BAFFLE. (NCDENR PRACTICES 6.60, 6.64,
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7.SEDIMENT STORAGE BAGS SHALL BE REMOVED ONCE 1/2-CAPACITY IS RE
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CAREFULLY ACCORDING TO MANUFACTURER'S RECOMMENDATIONS SO T
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AND SEDIMENT IS NOT RELEASED OFF-SITE OR DOWNSTREAM.
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1524
4
23.0
0
NS
-5 0 5 10 15 20 25 30
-5
0 5 10 15 20 25 30
9+00
10
+
0
0
23.59
20.65
11
+
0
0
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21.23
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