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INLET PROTECTION
SILT FENCE (TYPICAL
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SEQUENCE OF CONSTRUCTION
1. INSTALL CONSTRUCTION ENTRANCE WITH INLET
PROTECTIONS, PERIMETER SILT FENCE. CONTRACTOR SHALL
INSTALL WHATEVER DIVERSIONSISWALES ARE NECESSARY TO
ROUTE ALL SEDIMENT LADEN WATER TO SILT FENCING OR
CHECK DAMS
2. AFTER CLEARING, INSTALL STORM DRAINAGE SYSTEM. ONCE
STORM DRAIN LINES ARE OPERATIONAL, INSTALL INLET
PROTECTION AT ALL INLETS AND ROUTE WATER TO THE STORM
WATER DETENTION BASIN.
3. BEGIN GRADING OPERATION
4. BEGIN UTILITY CONSTRUCTION. MAINTAIN ANY DIVERSIONS
TO ROUTE ALL UPSTREAM WATER AWAY FROM THE EXISTING
STREETS THROUGHOUT CONSTRUCTION.
5. INSTALL CURB AND GUTTER AND SIDEWALKS
6. FINE GRADE ENTIRE SITE, AND COMPLETE PAVING
OPERATIONS.
7. INSTALL SOD, VEGETATION, AND PROCEED WITH FINAL SITE
STABILIZATION. WATER ALL GRASSED AREAS.
8. INSPECT AND RESOD ALL DISTURBED AREAS AS NECESSARY.
UPON FINAL SITE STABILIZATION, CLEAN SILT FROM BEHIND ALL
SEDIMENT FENCES AND INLET PROTECTION, AND REMOVE ALL
TEMPORARY EROSION CONTROL DEVICES.
EROSION CONTROL NOTES
1. SEDIMENT CONTROL MEASURES MUST BE
INSPECTED AND MAINTAINED REGULARLY IN ORDER
TO INSURE THAT THE INTENDED PURPOSES ARE
ACCOMPLISHED.
2. ALL DISTURBED AREAS NOT INTENDED FOR PAVING
SHALL BE SEEDED OR SODDED AS PER
SPECIFICATIONS.
3. STABILIZATION REQUIREMENTS: (NOT NECESSARILY
VEGETATION) ALL PERIMETER CONTROLS ARE TO BE
STABILIZED WITHIN 7 DAYS OF INSTALLATION. ALL
OTHER DISTURBED AREAS ARE TO BE STABILIZED
WITHIN 14 DAYS.
4. TEMPORARY SEDIMENT CONTROL MEASURES
SHALL BE MAINTAINED UNTIL ALL CONTRIBUTING
AREAS ARE GRADED AND STABILIZED.
5. EXCAVATED EARTH SHALL BE PILED ON THE HIGH
SIDE OF EXCAVATIONS.
6. EROSION CONTROL MEASURES WILL BE
MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION
OF THE APPROVED PLAN DOES NOT PROVIDE FOR
EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION
AND SEDIMENT CONTROL MEASURES SHALL BE
IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT
SOURCE.
7. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL
BE PREVENTED BY THE INSTALLATION OF EROSION
AND SEDIMENT CONTROL MEASURES AND PRACTICES
PRIOR TO, OR CONCURRENT WITH, LAND -DISTURBING
ACTIVITIES.
TOTAL SOIL DISTURBANCE ACREAGE= 4.2 AC.i
TOTAL PROJECT ACREAGE (PHASE 2)= 5.1 AC.*
LEGEND
----- SHOWS SILT FENCE
qM jM SHOWS ROCK CHECK DAM
13 8 SHOWS DROP INLET SILT FENCE
SHOWS UNDISTURBED BUFFER
GRAPHIC SCALE
15 ]0 50
( 1N FEET )
1 Lnch = 30 tt.
120
IleTHOMAS
ENGINEERING
COMPANY
3810 LOOKOUT ROAD,
TEL: 501-753-4463
N. LITTLE ROCK, AR. 72116
FAX: 501-753-6814
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REGISTERED
PROFESSIONAL
ENGINEER
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RID SET
NOT FOR CONSTRUCTION
EROSION CONTROL PLAN
CHENAL KANIS STORAGE
PHASE 2
APPROVED DRAWN BY DATE SHEET NO.
TRp 8/16/13
5 OF 7
SCALE
1"=30'