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E 2494354.15
ELEV 40.85 No.
'C3
CE502
N 308267.55
E 2494220.49
ELEV 39.81
EXCAVATE BASIN BOTTOM TO ELEV. 37.50
JC UNTIL CONSTRUCTION IS COMPLETE. FINISH
5 CE504 BASIN BOTTOM TO ELEV. 36.50 FOR INFILTRATION
BASIN.
— — — — — — — — — — — — — —
�� TANKTR AIL
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DRAINAGE BASIN BOUNDARY
D.A.=3.062 AC.
LIMITS OF ISTURBANCE
/ / I PROJECT LIMITS
3.53 ACRES \
00
— _ 4 C3 ( / i — \ I 3" SKIMMER WITH 1.25"
CE504 / C5 ORIFICE SIZE.REMOVE
CE502 SKIMMER AND DISCHARGE
1. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE
DESIGNED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
2. ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR
TO ANY SITE EXCAVATION OR REGRADING. ALL DISTURBED
AREAS ON THE SITE, NOT COVERED BY BUILDINGS OR PAVEMENT,
MUST BE STABILIZED WITH LOAM, SEED, AND MULCH, OR OTHER
METHODS, AS REQUIRED BY THE SITE -SPECIFIC EROSION AND
SEDIMENT CONTROL PLAN.
3. CONSTRUCTION MUST NOT BEGIN UNTIL ALL TEMPORARY
EROSION AND SEDIMENT CONTROL MEASURES, AS SPECIFIED ON
THE PLANS, HAVE BEEN INSTALLED.
KEY NOTES
OPERIMETER SILT FENCE
O2 CONSTRUCTION EXIT
OCONCRETE TRUCK WASHOUT STATION
OCOIR FIBER BAFFLES IN BASIN
OSKIMMER SEDIMENT BASIN
6 SKIMMER
/ I PIPE AFTER CONSTRUCTION
I \ \ \ 53.5' 53.5' 53.5' I 53.57
i I IS COMPLETE AND
INFILTRATION BASIN IS
( \ I I I I ESTABLISHED.
I 1 I 158 L.F. 4" SCHEDULE 40 PVC SKIMMER DISCHARGE PIPE
S INVERT ELEVATION AT POND= 37.50
ISLOPE PIPE AT MINIMUM 0.5% GRADE
I / INSTALL 4" EMITTER AT DOWNSTREAM END TO ALLOW DISCHARGE.
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STOCKPILE NOTE:
/ l THIS SITE HAS NET EXCESS GRADING MATERIAL OF
APPROXIMATELY 2,000 C.Y. PRIOR TO EXCAVATION OF
ECCER ISE/\ THE INFILTRATION BASIN TO FINAL GRADE. THE STOCKPILE
\ AIREA� / I \ SHALL HAVE MAXIMUM SIDE SLOPES OF 3: 1, AND WITH A
/ / I/ \x MAXIMUM HEIGHT OF 10' WILL BE ABLE TO HOLD A VOLUME
'A4 / I OF MATERIAL OF APPROXIMATELY 1,000 C.Y. CONTRACTOR
/
WILL NEED TO MANAGE HAUL OFF OF EXCESS MATERIAL 3 E502 ! I I C3 x DURING OPERATIONS. HAUL OFF IS TO BE TO AN APPROVED,
/ — — — 1s \1 I PERMITTED SITE.
\ ' CE502
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No. � N 308146.37
E 2494241.11
ELEV 39.23
EROSION CONTROL PLAN PHASE 1
SCALE: 1" = 40'
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0
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DRAWFORM REVISION: 31 JANUARY2017
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N 308556.03
E 2494354.15
ELEV 40.85 No.
lvel
�C3 1
CE502
N 308267.55
E 2494220.49
ELEV 39.81
EXCAVATE BASIN BOTTOM TO ELEV. 37.50
C 1 C 1 UNTIL CONSTRUCTION IS COMPLETE. FINISH
$ CE504 CG502 BASIN BOTTOM TO ELEV. 36.50 FOR INFILTRATION
BASIN.
— — — — — — — — — — — —
TANK TRAIL _ _ _ — — _ DRAINAGE BASIN
BOUNDARY
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7 LIMITS OF DISTURBANCE / v -
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5 CE504 j 5) r 5) 9 CE502 SKIMMER AND DISCHARGE
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No. � N 308146.37
E 2494241.11
ELEV 39.23
EROSION CONTROL PLAN PHASE 2
SCALE: 1" = 40'
0 40 80
Feet 0
1. ALL EROSION AND SEDIMENT CONTROL MEASURES MUST BE
DESIGNED IN ACCORDANCE WITH THE NORTH CAROLINA EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
2. ALL EROSION CONTROL MEASURES MUST BE INSTALLED PRIOR
TO ANY SITE EXCAVATION OR REGRADING. ALL DISTURBED
AREAS ON THE SITE, NOT COVERED BY BUILDINGS OR PAVEMENT,
MUST BE STABILIZED WITH LOAM, SEED, AND MULCH, OR OTHER
METHODS, AS REQUIRED BY THE SITE -SPECIFIC EROSION AND
SEDIMENT CONTROL PLAN.
3. CONSTRUCTION MUST NOT BEGIN UNTIL ALL TEMPORARY
EROSION AND SEDIMENT CONTROL MEASURES, AS SPECIFIED ON
THE PLANS, HAVE BEEN INSTALLED.
KEY NOTES
1O PERIMETER SILT FENCE
O2 CONSTRUCTION EXIT
OCONCRETE TRUCK WASHOUT STATION
O4 RIP RAP IN POND AT FES LOCATIONS.
OCOIR FIBER BAFFLES IN BASIN
OSTORM SEWER INLET PROTECTION
OPERMANENT SOIL REINFORCEMENT MAT
Og SKIMMER SEDIMENT BASIN / INFILTRATION BASIN
OSKIMMER
158 L.F. — 4" SCHEDULE 40 PVC SKIMMER DISCHARGE PIPE
INVERT ELE\A$ON AT POND= 37.50
ISLOPE PIPE AT MINIMUM 0.5% GRADE
INSTALL 4" EMITTER AT DOWNSTREAM END TO ALLOW DISCHARGE.
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DES
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DRW JIP
CHK JML
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BRANCH MANAGER
CHIEF ENG/ARCH
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SHEET
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C E 102
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18
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DRAWFORM REVISION: 31 JANUARY2017