Attch_11_Repair_F_G_and_J_Lines_SWPPP_Sheets.pdf

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IDENTIFICATION

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SITE DESCRIPTION

OWNER AND ADDRESS: UNITED STATES AIR FORCE

1224 JUPITER STREET, BUILDING 534

PATRICK A.F.B., FLORIDA 32925

LOCATION: CAPE CANAVERAL AIR FORCE STATION

LATITUDE: 28° 30' 47" N LONGITUDE: 80° 34' 19" W

SECTION / TOWNSHIP / RANGE: 8 / 23 S / 38 E

PROJECT NAME: REPAIR F, G, J LINES

PROJECT DESCRIPTION: THIS PROJECT WILL CONSIST OF EXCAVATION WORK

FOR THE INSTALLATION OF NEW UNDERGROUND UTILITIES.

SITE MAPS:

* CONSULT ASSOCIATED PLANS FOR EROSION AND SEDIMENT CONTROLS,

STORMWATER DISCHARGE POINTS LOCATION OF SURFACE WATER AND

CONSTRUCTION IMPACT.

SITE AREA:

1. TOTAL AREA OF SITE = 25 AC

2. TOTAL AREA DISTURBANCE = 10 AC

3. WETLAND AREA = NONE

4. RECEIVING WATER = BANANA RIVER

CERTIFICATION OF COMPLIANCE WITH FEDERAL,

STATE AND LOCAL REGULATIONS

IN AN EFFORT TO ENSURE COMPLIANCE WITH FEDERAL, STATE AND LOCAL

LAWS REGARDING EROSION AND TURBIDITY CONTROLS, THE FOLLOWING

PERMITS HAVE BEEN OBTAINED AND ARE AVAILABLE ON-SITE:

D.E.P. PERMIT: NONE

C.O.E. PERMIT: NONE

S.J.R.W.M.D. E.R.PERMIT: NONE

D.E.P. N.O.I.: TO BE SUBMITTED BY CONTRACTOR

SEQUENCE OF MAJOR ACTIVITIES

THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS:

1. SUBMIT NOTICE OF INTENT (N.O.I.)

2. FLAG THE WORK LIMITS & MARK TREE OR PROTECTED AREA BUFFER, IF

APPLICABLE.

3. COORDINATE PRE-CONSTRUCTION MEETING WITH DESIGNATED SITE

SUPERINTENDENT AND INSPECTOR(S) IN CHARGE OF SWPPP REQUIREMENTS

4. INSTALL REQUIRED PERIMETER CONTROLS

5. PERFORM DEMOLITION OPERATIONS, IF APPLICABLE.

6. INSTALL STRUCTURES

7. STABILIZE DENUDED AREAS AND STOCKPILES AS SOON AS PRACTICABLE

8. INSTALL PERMANENT SEEDING/SODDING AND PLANTING AND WATER AS

REQUIRED UNTIL PERMANENTLY ESTABLISHED

9. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS

STABILIZED, COORDINATE INSPECTION OF ALL WORK AREAS.

10. REMOVE ANY EROSION CONTROL DEVICES AND RESEED/SOD AS REQUIRED.

11. SUBMIT NOTICE OF TERMINATION (N.O.T.)

CONSTRUCTION CONTRACTOR REQUIREMENTS

IN ADDITION TO THE RESPONSIBILITIES OUTLINED IN THE ABOVE SECTIONS, IT IS

ALSO THE CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO ENSURE THE

FOLLOWING IS CONDUCTED:

* N.O.I. FORM IS COMPLETED AND SUBMITTED WITH APPROPRIATE FEE AT LEAST

48 HOURS PRIOR TO INITIATING ANY LAND CLEARING ACTIVITY

* CONSTRUCTION CONTRACTOR AND ALL CONSTRUCTION SUB-CONTRACTORS

COMPLETE CERTIFICATION SIGNIFYING THAT THEY ARE AWARE OF TERMS AND

CONDITIONS OF THE GENERIC PERMIT

* CHANGES TO SWPPP ARE COMPLETED, AS NEEDED, TO ENSURE COMPLIANCE

WITH FEDERAL, STATE AND LOCAL REQUIREMENTS AND THE REPORT FORM

FOR CHANGES TO SWPPP IS COMPLETED, WHEN NECESSARY.

* SITE INSPECTIONS ARE PERFORMED AND THE INSPECTION REPORT FORM

COMPLETED AS INDICATED BY PLAN BY CONSTRUCTION CONTRACTOR'S

QUALIFIED INSPECTOR.

* MAINTENANCE ON BMPs AND MAINTENANCE RECORD COMPLETED AS

INDICATED BY PLAN.

* N.O.T. FORM IS COMPLETED AND SUBMITTED AS INDICATED BY PLAN.

IT IS THE CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO IMPLEMENT THE

BEST MANAGEMENT PRACTICES (BMPs) AS SHOWN ON THE SITE PLAN AND AS

CONTAINED IN THIS SWPPP. IT IS ALSO THE CONSTRUCTION CONTRACTOR'S

RESPONSIBILITY TO ENSURE THESE BMPs ARE PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING PROPERLY TO PREVENT TURBID OR POLLUTED

WATER FROM LEAVING THE PROJECT SITE. THE CONSTRUCTION CONTRACTOR

SHALL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN ON THE SITE

PLAN AND ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED TO ENSURE

THE SITE MEETS ALL FEDERAL, STATE AND LOCAL EROSION AND TURBIDITY

CONTROL REQUIREMENTS. BEST MANAGEMENT PRACTICES SHALL BE

IMPLEMENTED BY THE CONSTRUCTION CONTRACTOR AS REQUIRED TO MEET

THE SEDIMENT AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT SITE

BY THE REGULATORY AGENCIES.

THE CONSTRUCTION CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION,

MITIGATION, & REPAIR COSTS ASSOCIATED WITH NON-COMPLIANCE. IT IS THE

CONSTRUCTION CONTRACTOR'S RESPONSIBILITY TO INSTALL ADDITIONAL

MEASURES TO ATTAIN IMMEDIATE COMPLIANCE, SHOULD VIOLATIONS BE

IDENTIFIED.

EROSION AND SEDIMENT CONTROLS

PERIMETER CONTROLS:

1. SILT FENCE: FILTER FABRIC BARRIERS CAN BE USED BELOW DISTURBED

AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE FOLLOWING

LIMITATIONS:

A. WHERE THE MAXIMUM DRAINAGE AREA IS 1/4 ACRE PER 100 FEET OF

LENGTH.

B. USE 4"x4" TRENCH & 8" FABRIC EXTENDED INTO GROUND BEFORE BACKFILL

& COMPACTION.

C. MAXIMUM USEFUL LIFE 6 MONTHS.

SWALE / LIVE STREAM SILT / SEDIMENT CONTAINMENT:

1. SEE FDOT INDEX 102, CHART 1, SHEET 1 FOR SPACING REQUIREMENTS FOR

TYPE I AND II SYNTHETIC BALE BARRIERS & SILT FENCES.

2. TURBIDITY CURTAINS SHALL BE LOCATED PARALLEL TO FLOW OF A MOVING

BODY OF WATER & SHALL NOT BE PLACED ACROSS THE MAIN FLOW OF A

SIGNIFICANT BODY OF MOVING WATER.

3. SOIL PARTICLES SHALL BE ALLOWED TO SETTLE A MINIMUM OF 6-12 HOURS

BEFORE REMOVAL OF TURBIDITY CURTAIN.

4. LAND DISTURBING ACTIVITY SHALL NOT CREATE VIOLATIONS OF WATER

QUALITY STANDARDS. MONITORING OF TURBIDITY LEVELS SHALL OCCUR IN

ACCORDANCE WITH PERMIT CONDITIONS.

STOCKPILING MATERIAL:

1. NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS

TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE INTO ANY ADJACENT

WATER BODY OR STORM WATER COLLECTION FACILITY.

VEGETATION:

1. TEMPORARY STABILIZATION SHALL BE APPLIED TO AREAS OPENED BY

CONSTRUCTION OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE

RE-DISTURBED AND RECEIVE FINAL STABILIZING TREATMENT WITHIN 14 DAYS.

IF, AFTER 14 DAYS FROM TIME OF STABILIZATION, THE TEMPORARY GRASSED

AREAS HAVE NOT ATTAINED A MINIMUM OF 70% GOOD GRASS COVER, THE

AREA WILL BE REWORKED AND ADDITIONAL MEASURES APPLIED SUFFICIENT TO

ESTABLISH THE DESIRED VEGETATIVE COVER.

2. PERMANENT STABILIZATION SHALL BE PERFORMED IN ALL AREAS THAT

HAVE BEEN DISTURBED BY CONSTRUCTION ACTIVITY UNLESS OTHERWISE

DIRECTED BY THE CONTRACTING OFFICER TO PRESERVE THE FUNCTION OF

CRITICAL SCRUB HABITAT. FINAL STABILIZATION MUST BE INITIATED NO MORE

THAN 7 DAYS AFTER LAND DISTURBING ACTIVITIES HAVE CEASED IN THAT AREA.

UNDER NO CIRCUMSTANCES WILL THE CONTRACTOR BE PERMITTED TO CAUSE

A DEGRADATION OF OFFSITE WATER QUALITY. IF SEED IS USED THE SEEDING

MIX MUST PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH

SEASONAL VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SODDED.

3. DISTURBED SIDE SLOPES OF DRAINAGE CONVEYANCE SWALES OR

SURFACE WATERS SHALL BE IMMEDIATELY SODDED. SOD SHALL BE PEGGED

OR STAPLED TO RESIST WASHOUT.

4. CONSTRUCTION CONTRACTOR SHALL STABILIZE COMPLETED PORTIONS OF

THE PROJECT AS WORK PROGRESSES TO PROTECT AGAINST EROSION UNLESS

OTHERWISE DIRECTED BY THE CONTRACTING OFFICER TO PRESERVE THE

FUNCTION OF CRITICAL SCRUB HABITAT. CONSTRUCTION CONTRACTOR SHALL

IMMEDIATELY REPAIR, FILL AND SOD ERODED AREAS OF THE PROJECT THAT

RESULT FROM THE CONSTRUCTION LAND ALTERATIONS.

5. ALL AREAS THAT ARE SEEDED/SODDED SHALL BE INSTALLED AND

WATERED UNTIL THE GROUND COVER IS FULLY ESTABLISHED.

POLLUTANT SOURCE CONTROLS:

WASTE DISPOSAL:

1. WASTE MATERIALS AND RUBBISH SHALL BE COLLECTED AND STORED IN

CONTAINERS OR, IF APPROPRIATE, IN PILES. SEPARATE, SELF-CLOSING,

NONFLAMMABLE, NON-REACTIVE CONTAINERS SHALL BE USED FOR GARBAGE.

OILY FLAMMABLE AND DANGEROUS WASTES, NON-SALVAGE MATERIAL AND

DEBRIS SHALL BE REMOVED FROM WORK AREAS AND DISPOSED OF DAILY. THE

CONSTRUCTION CONTRACTOR SHALL USE A LANDFILL OUTSIDE OF THE BASE

FOR DISPOSAL OF CCAFS AND PAFB C&D IN ACCORDANCE WITH FLORIDA

DEPARTMENT OF ENVIRONMENTAL PROTECTION (FDEP) PERMITS.

2. ASBESTOS WASTE SHALL BE DISPOSED OF OUTSIDE OF THE BASE IN

ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS.

3. PORTIONS OF THE PROJECT INCLUDE REMOVING AND REPLACING CABLE

ALONG EXISTING DUCT BANKS. THE CONTRACTOR SHOULD BE AWARE THAT

THERE IS POTENTIAL ORANGEBURG PIPING IN/AROUND OLDER DUCT BANKS ON

THE INSTALLATION. IF ORANGEBURG PIPE IS KNOWN TO EXIST, THE

CONTRACTOR MAY ABANDON THE PIPING IN PLACE AND NOTIFY THE

INSTALLATION ENVIRONMENTAL COMPLIANCE OFFICE OF ITS PRESENCE. IF

ORANGEBURG PIPING IS DISCOVERED OR PULLED, THE CONTRACTOR SHALL

MAINTAIN THE PIPING ON SITE AND NOTIFY THE INSTALLATION ENVIRONMENTAL

COMPLIANCE OFFICE OF INTENT TO ABANDON THE PIPING IN PLACE OR

COORDINATE WASTE REMOVAL.

4. REFER TO SPECIFICATIONS FOR FURTHER WASTE AND DISPOSAL AND

RECORD KEEPING REQUIREMENTS.

HAZARDOUS / NON HAZARDOUS:

1. ALL HAZARDOUS WASTE SHALL BE MANAGED IN ACCORDANCE WITH STATE

AND FEDERAL REGULATIONS, INCLUDING 45 SW OPLAN 19-14, BY THE

CONSTRUCTION CONTRACTOR AND SHALL BE TURNED OVER TO THE AIR FORCE

FOR DISPOSAL UNDER THE AIR FORCE'S EPA IDENTIFICATION NUMBER.

2. AT THE PRE-CONSTRUCTION CONFERENCE, THE CONSTRUCTION

CONTRACTOR SHALL PROVIDE THE CONTRACTING OFFICER WITH A LIST OF ALL

HAZARDOUS MATERIALS TO BE INCORPORATED INTO THE PROJECT INCLUDING

THE MATERIAL SAFETY DATA SHEET IN ACCORDANCE WITH DFARS 52.223-3,

HAZARDOUS WASTE MATERIAL IDENTIFICATION AND MATERIAL SAFETY DATA

AND PROJECT SPECIFICATIONS. THE CONSTRUCTION CONTRACTOR SHALL

SUBMIT COPIES OF SIGNED INTERNAL MANIFESTS TO THE CONTRACTING

OFFICER MONTHLY.

3. THE CONSTRUCTION CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER IMMEDIATELY IF ANY CONTAMINATED SOIL, GROUND WATER OR

SUSPECT DEBRIS IS ENCOUNTERED DURING EXCAVATION, DEMOLITION OR

CONSTRUCTION OF THE PROJECT.

SANITARY WASTE:

1. ALL SANITARY WASTE SHALL BE COLLECTED FROM THE PORTABLE UNITS

AS NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE SHALL BE

COLLECTED AND DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL

WASTE DISPOSAL REGULATIONS FOR SANITARY SEWER.

OFFSITE VEHICLE TRACKING:

1. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE PROVIDED, WHERE

NECESSARY, TO HELP REDUCE VEHICLE TRACKING OF SEDIMENT. THE PAVED

STREET ADJACENT TO THE SITE ACCESS SHALL BE SWEPT DAILY TO REMOVE

ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS

HAULING MATERIAL FROM THE CONSTRUCTION SITE SHALL BE COVERED WITH

A TARPAULIN.

FERTILIZERS, PESTICIDES, HERBICIDES:

1. THE SPECIFIED REQUIREMENT FOR FERTILIZERS, PESTICIDES, AND

HERBICIDES SHALL BE IDENTIFIED. THE QUANTITIES AND METHODS OF

APPLICATION SHALL BE CHECKED TO ASCERTAIN THEY ARE APPROPRIATE AND

CONSISTENT WITH LOCAL GUIDELINES.

GOOD HOUSEKEEPING:

THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED

ONSITE DURING THE CONSTRUCTION PROJECT:

1. ALL CONSTRUCTION EQUIPMENT SHALL BE IN PROPER WORKING ORDER

AND INSPECTED REGULARLY. ALL EQUIPMENT SHALL HAVE THE BUILT-IN

CAPACITY, STABILITY, AND NECESSARY SAFETY FEATURES TO FULLY COMPLY

WITH THE PROJECT SPECIFICATIONS AND REQUIREMENTS, WITHOUT SHOWING

EVIDENCE OF UNDUE STRESS OR FAILURE. CONSTRUCTION CONTRACTOR

PERSONNEL SHALL BE IN SUFFICIENT NUMBER OF COMPETENT WORKERS ON

THE JOB AT ALL TIMES TO INSURE WORK IS MADE A TIMELY AND SATISFACTORY

MANNER. A COMPETENT AND EXPERIENCED SUPERVISOR, REPRESENTING THE

CONSTRUCTION CONTRACTOR, SHALL BE IN DIRECT CHARGE AND CONTROL OF

OPERATIONS AT ALL TIMES. EQUIPMENT BREAKDOWNS OR OTHER

UNFORESEEN WORK STOPPAGES SHALL IMMEDIATELY CONSIDER THE

PROTECTION OF SURFACE WATERS FROM POTENTIAL POLLUTION.

2. DRIP PANS SHALL CONTAIN LEAKS OR SPILLS WHENEVER NECESSARY FOR

MAINTENANCE ACTIVITIES. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

3. AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCTS

REQUIRED TO DO THE JOB.

4. ALL MATERIALS STORED ONSITE SHALL BE STORED IN NEAT, ORDERLY

MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A

ROOF OR OTHER ENCLOSURE.

5. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE

ORIGINAL MANUFACTURER'S LABEL.

6. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS

RECOMMENDED BY THE MANUFACTURER.

7. WHENEVER POSSIBLE, ALL OF A PRODUCT SHALL BE USED UP BEFORE

DISPOSING OF THE CONTAINER.

8. MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL

SHALL BE FOLLOWED.

INSPECTION AND MAINTENANCE PLAN

INSPECTION AND MAINTENANCE REPORTS:

1. THE CONSTRUCTION CONTRACTOR'S QUALIFIED INSPECTOR SHALL INSPECT

ALL POINTS OF DISCHARGE INTO SURFACE WATERS, ALL DISTURBED AREAS OF

CONSTRUCTION THAT HAVE NOT BEEN FINALLY STABILIZED, AREAS OF

STORAGE MATERIALS THAT ARE EXPOSED TO PRECIPITATION, STRUCTURAL

CONTROLS AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE AT

LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE

END OF A STORM THAT IS 0.50 INCHES OR GREATER. WHEN THE SITE HAS BEEN

FINALLY STABILIZED, THE INSPECTION SHALL OCCUR AT LEAST MONTHLY. ALL

INSPECTIONS SHALL BE DOCUMENTED IN THE SWPPP USING THE SWPPP

INSPECTION REPORT FORM.

2. THE EROSION CONTROL SHALL BE MAINTAINED IN GOOD AND EFFECTIVE

OPERATING CONDITIONS, AND REPAIR TO IMPACTED SYSTEMS SHALL BE

INITIATED AND COMPLETED IMMEDIATELY. WHERE EROSION CONTROL

MEASURES ARE DEEMED INEFFECTUAL BY THE CONSTRUCTION CONTRACTOR,

THE GOVERNMENT ENVIRONMENTAL REPRESENTATIVE OR THE CONTRACTING

OFFICER, THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY COORDINATE

CORRECTIVE MEASURES FOR REPAIR AND REPLACEMENT. ALL REGULAR AND

SPECIAL MAINTENANCE SHALL BE RECORDED IN THE SWPPP ON THE

MAINTENANCE REPORT FORM. ALTERNATIVE MEASURES, REPAIRS, AND

REPLACEMENT SHALL BE IMMEDIATELY IMPLEMENTED AND RECORDED WITH

THE FORM FOR CHANGES TO THE SWPPP. IN NO CASE SHALL IMPLEMENTATION

OF THE REPAIR OR REPLACEMENT OCCUR MORE THAN 7 CALENDAR DAYS

FOLLOWING THE INSPECTION.

3. THE GOVERNMENT ENVIRONMENTAL REPRESENTATIVE'S QUALIFIED

INSPECTORS SHALL PERIODICALLY REVIEW THE CONSTRUCTION

CONTRACTOR'S INSPECTION REPORTS FOR ADEQUACY AND COMPLETION AND

REPORT IN WRITING, TO THE CONTRACTING OFFICER ANY DEFICIENCIES IN THE

REPORTING. THE CONSTRUCTION CONTRACTOR SHALL ADJUST THE

REPORTING REQUIREMENTS TO THE SATISFACTION OF THE CONTRACTING

OFFICER. THE GOVERNMENT ENVIRONMENTAL REPRESENTATIVE REPORTS

SHALL ALSO BE MADE A RECORD OF THE SWPPP.

4. ALL REPORTS, PLANS, AND AMENDMENTS SHALL BE MADE PART OF THE

SWPPP. SUCH REPORTS SHALL IDENTIFY ANY INCIDENTS OF NON-COMPLIANCE.

WHEN A REPORT DOES NOT IDENTIFY ANY INCIDENCES OF NONCOMPLIANCE,

THE REPORT SHALL CONTAIN A CERTIFICATION THAT THE FACILITY IS IN

COMPLIANCE WITH THE SWPPP AND GENERIC PERMIT. THE REPORT SHALL BE

SIGNED IN ACCORDANCE WITH THE GENERIC PERMIT.

NON-STORM WATER DISCHARGES

DEWATERING DISCHARGES:

1. DEWATERING ACTIVITIES ARE SUBJECT TO REVIEW OF THE JURISDICTIONAL

STATE AGENCIES, THE CONTRACTING OFFICER AND UNITED STATES AIR FORCE

ENVIRONMENTAL AND IRP OFFICES. DISCHARGES SHALL PROVIDE PROVISIONS

SO THAT NO UPSTREAM FLOODING OR IMPOUNDMENT OCCURS AND NO

SILTATION, EROSION, OR TURBID DISCHARGES OCCURS IN VIOLATION OF STATE

WATER QUALITY STANDARDS. ALL TEMPORARY WORKS SHALL BE COMPLETELY

REMOVED AND ALL AREAS RESTORED TO GRADES, ELEVATIONS AND

CONDITIONS THAT OCCURRED BEFORE CONSTRUCTION AS SOON AS POSSIBLE.

2. IT IS NOTED HERE THAT GROUNDWATER DEWATERING ACTIVITIES AT

CONSTRUCTION SITES CANNOT BE CONDUCTED UNDER THE GENERIC PERMIT

FOR STORMWATER DISCHARGE FROM LARGE AND SMALL CONSTRUCTION

ACTIVITIES. PURSUANT TO SECTION 62-621.300(2, FAC, A SEPARATE PERMIT,

ENTITLED, GENERIC PERMIT FOR THE DISCHARGE OF PRODUCED GROUND

WATER FROM ANY NON-CONTAMINATED SITE ACTIVITY, MUST BE APPLIED FOR

TO CONDUCT GROUND WATER DEWATERING ACTIVITIES, IF NECESSARY.

TERMINATION PLAN

1. WHEN THE SITE HAS BEEN FINALLY STABILIZED AND ALL STORMWATER

DISCHARGES FROM CONSTRUCTION SITES ELIMINATED, THE CONSTRUCTION

CONTRACTOR SHALL SUBMIT A NOTICE OF TERMINATION (N.O.T.) WITHIN 14

DAYS OF FINAL STABILIZATION WITH A SUFFICIENT AMOUNT OF ESTABLISHED

PERMANENT VEGETATION.

2. AFTER FILING N.O.T., THE CONSTRUCTION CONTRACTOR SHALL SUBMIT THE

FINAL SWPPP, INCLUDING ALL REPORTS AND RECORDS, TO THE CONTRACTING

OFFICER. THE OWNER SHALL THEN BE RESPONSIBLE TO RETAIN A COPY OF

THE POLLUTION PREVENTION PLAN FOR A PERIOD OF THREE YEARS FROM THE

DATE THE SITE IS FINALLY STABILIZED.

CERTIFICATION:

"I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND, AND SHALL COMPLY

WITH, THE TERMS AND CONDITIONS OF THE STATE OF FLORIDA GENERIC

PERMIT FOR STORMWATER DISCHARGE FROM LARGE AND SMALL

CONSTRUCTION ACTIVITIES AND THIS STORMWATER POLLUTION PREVENTION

PLAN PREPARED THEREUNDER."

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FILTER FABRIC

ELEVATION

SECTION

EROSION CONTROL NOTES:

1. AFTER EACH STORM EVENT, THE SILT FENCE SHALL BE INSPECTED. SEDIMENT DEPOSITS SHALL BE REMOVED AND

WASHOUTS/STRUCTURAL FAILURES SHALL BE REPAIRED IMMEDIATELY.

2. TWO SILT FENCES SHALL BE ATTACHED BY PLACING THE END POST OF THE SECOND FENCE INSIDE THE END POST

OF THE FIRST FENCE. BOTH POSTS SHALL BE ROTATED AT LEAST 180° IN A CLOCKWISE DIRECTION TO CREATE A

TIGHT SEAL WITH THE FABRIC MATERIAL. DRIVE BOTH POSTS 18" INTO THE GROUND & BURY FLAP.

3. SILT FENCES SHALL BE REMOVED ONLY AFTER DISTURBED AREAS HAVE BEEN STABILIZED.

WOOD POST @ 10' O.C.

MIN 1" X 2" X 3'

TRENCH MIN 4" X 4"

BURY MIN 8" OF FABRIC IN TRENCH

GEOTEXTILE SILT SCREEN

STAPLE TO POST

THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA

(SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs)

ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS. SUCH AS

IN STREET OR HIGHWAY MEDIANS.

FABRIC SEDIMENT FILTER

SPECIFIC APPLICATION

BURLAP FABRIC

STAKES

BURIED BURLAP

FABRIC

RUNOFF WATER

WITH SEDIMENT

FILTERED WATER

CATCH BASIN INLET SEDIMENT TRAP

SILT FENCE