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STORM WATER POLLUTION PREVENTION PLAN
<br />SITE DESCRIPTION
<br />GENERAL
<br />3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED
<br />THE 67 CUBIC YARDS OF STORAGE AREA PER ACRE DRAINED DOES NOT
<br />HAZARDOUS PRODUCTS
<br />THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH
<br />* SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, TEARS, TO
<br />PROJECT NAME AND LOCATION:
<br />NE 172nd STREET
<br />C" 6iord�no l��ocistlsesi, lnc•
<br />M:PIFLORIDA
<br />`1800 Biller Drive, Suite I;oo
<br />Fort Lauderdale, Florida 38316
<br />Phone: 954.921.7781 Fax 954.921.8807
<br />B cerclrioate of Quthorlsation 514
<br />BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE
<br />APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS
<br />HAZARDOUS MATERIALS.
<br />SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND
<br />CITY OF SUNNY ISLES BEACH
<br />THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S
<br />ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE.
<br />THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL
<br />TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND.
<br />MIAMI, (DADE COUNTY).
<br />REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION
<br />STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE
<br />* PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT
<br />+ THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT,
<br />OWNER NAME AND ADDRESS:
<br />CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE
<br />4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT-
<br />DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT
<br />RESEALABLE•
<br />AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10
<br />CITY OF SUNNY ISLES BEACH
<br />ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT
<br />FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE
<br />BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN
<br />PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB,
<br />18070 COWNS AVENUE
<br />SUNNY ISLES BEACH, FLORIDA 33160
<br />CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE
<br />GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE
<br />ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL
<br />* ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED, THEY
<br />WHICHEVER COMES FIRST.
<br />OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE
<br />APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN BE
<br />SEDIMENT .COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS
<br />CONTAIN IMPORTANT. INFORMATION.
<br />*DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES
<br />DESCRIPTION:
<br />REQUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING
<br />CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL
<br />MUST BE REMOVED UPON FINAL STABILIZATION.
<br />BY
<br />PROMPTLY REPAIRED.
<br />PROJECT CONSISTS OF THE RECONSTRUCTION OF THE NE 172nd STREET
<br />THE SYSTEM INTO OPERATION.
<br />UP IS STABILIZED. THE WATER SHOULD NOT BE ALLOWED 70 RECONCENTRATE
<br />* IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR LOCAL
<br />TO INCLUDE DRAINAGE SYSTEM.
<br />AFTER RELEASE.
<br />AND STATE RECOMMENDED METHODS FOR FOR PROPER DISPOSAL WALL BE
<br />* TEMPORARY AND PERMANENT SEEDING AND PLANING WILL BE INSPECTED
<br />FOLLOWED.
<br />FOR BARE SPOTS, WASHOUT'S, AND HEALTHY GROWTH.
<br />SEQUENCE OF MAJOR ACTIVITIES:
<br />5. STOCKPILING MATERIAL NO EXCAVATED MATERIAL SHALL BE STOCKPILED
<br />OTHER CONTROLS
<br />PRODUCT SPECIFIC PRACTICES
<br />* A MAINTENANCE INSPECTION REPORT WILL BE MADE AFTER EACH
<br />SOIL DISTURBING ACTIVITIES
<br />IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT
<br />.
<br />INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY THE
<br />SITE INTO ANY ADJACENT WATER BODY OR STORM WATER COLLECTION
<br />THE FOLLOWING PRODUCT SPECIFIC PRACTICES WALL BE FOLLOWED ONSITE:
<br />INSPECTOR IS ATTACHED.
<br />SOIL DISTURBING ACTIVITIES WILL INCLUDE, CLEARING AND GRUBBING,
<br />FACILITY.
<br />WASTE DISPOSAL IF APPLICABLE):
<br />PETROLEUM PRODUCTS
<br />THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND
<br />AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER S ANY FEDERAL,
<br />A STABILIZED CONSTRUCTION ENTRANCE, THE EXCAVATION FOR
<br />dl NCF OF MAJOR ACTIVITIES:
<br />ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE
<br />STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AND EROSION
<br />THE PROPOSED CULVERT CROSSING, CONSTRUCTION OF THE PROPOSED
<br />THE PR P
<br />ROADWAY AND DRAINAGE SYSTEM.
<br />1. INSTALL EROSION AND SEDIMENT CONTROL MEASURES.
<br />6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW ERODIBLE
<br />REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF
<br />PLANS, OR STORM WATER MANAGEMENT PUNS..
<br />SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION
<br />WASTE MATERIALS
<br />LEAKAGE. PETROLEUM PRODUCTS WALL BE STORED IN TIGHTLY SEALED
<br />THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM
<br />2. EXCAVATE EXISTING PAVEMENT AND SIDEWALKS.
<br />AND FLUNG OPERATIONS SHALL BE MINIMIZED.
<br />CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES
<br />WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM
<br />RUNOFF CURVE NUMBERS: CN
<br />90
<br />3. COORDINATE WORK WITH UTILITY CONSTRUCTION BY OTHERS.
<br />7. INLET PROTECTION: INLETS AND CATCH BASINS WHICH DISCHARGE
<br />ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE
<br />COLLECTED AND STORED IN A SECURELY UDDED METAL DUMPSTER. THE
<br />USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S
<br />THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF
<br />TERMINATION IS SUBMITTED THE REPORTS SHALL IDENTIFY ANY INCIDENTS
<br />1. PRE- CONSTRUCTION
<br />2. DURING CONSTRUCTION 85
<br />4. CONSTRUCT DRAINAGE. SYSTEM
<br />DIRECTLY OFF -SITE SHALL BE PROTECTED FROM SEDIMENT-LADEN STORM
<br />DUMPSIER TILL MEET ALL LOCAL AND STALE SOLID WASTE MANAGEMENT
<br />RECOMMENDATIONS.
<br />OF NON - COMPLIANCE.
<br />3. POST-CONSTRUCTION 93
<br />RUNOFF UNTIL THE COMPLETION OF ALL CONSTRUCTION OPERATIONS
<br />REGULATIONS. THE OUMPSTER WALL BE EMPTIED AS NEEDED AND THE
<br />FERTILIZERS
<br />5. CONSTRUCT ROADWAY AND .DRIVEWAYS
<br />THAT MAY CONTRIBUTE SEDIMENT TO THE INLET.
<br />TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL. ALL
<br />FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS
<br />* THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO
<br />BLS'
<br />REFER TO THE GE07ECHICAL REPORT
<br />6. COMPLETE SIDEWALKS AND LANDSCAPE.
<br />S. OUST CONTROL: AREAS OPENED BY CONSTRUCTION OPERATIONS
<br />PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT
<br />RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FERilUZER WALL
<br />WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR
<br />ACTIVITIES, AND FILLING OUT THE INSPECTION AND MAINTENANCE
<br />7. REMOVE SEDIMENT FROM EXISTING DRAINAGE PIPES; AND EXISTING WELL
<br />AND THAT ARE NOT ANTICIPATED TO BE RE- EXCAVATED OR DRESSED AND
<br />PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING THESE
<br />BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER.
<br />REPORT.
<br />SITE MAPS:
<br />REFER TO CONSTRUCTION PLANS
<br />8. REMOVE EROSION AND SEDIMENT CONTROL MEASUIRES.
<br />RECEIVE FINAL TREATMENT WITHIN 30 DAYS SHALL BE STABILIZED.
<br />PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE
<br />CONSTRUCTION SUPERINTENDENT, THE INDIVIDUAL WHO MANAGES
<br />STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY
<br />PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A
<br />* PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE
<br />9. TEMPORARY. SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1 THAT
<br />THE DAY -TO -DAY SITE OPERATIONS, WILL BE RESPONSIBLE FOR
<br />SEALABLE PLASTIC BIN TO AVOID SPILLS.
<br />RESPONSIBILITIES WALL RECEIVE TRAINING FROM THE SITE.
<br />SUPERINTENDENT. THEY WALL BE TRAINED IN ALL THE INSPECTION AND
<br />SITE AREA:
<br />1. TOTAL AREA OWNED: 1.87 ACRES
<br />FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE
<br />SEEING THAT THESE PROCEDURES ARE FOLLOWED.
<br />PAINTS
<br />MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND
<br />SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES
<br />SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER,
<br />LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED
<br />ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT
<br />REQUIRED FOR USE. EXCESS PAINT WILL NOT BE DISCHARGED TO THE
<br />AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH.
<br />HAZARDOUS WASTE
<br />STORM SEWER SYSTEM BUT WILL BE PROPERLY DISPOSED OF ACCORDING
<br />NON -STORM WATER DISCHARGES
<br />2, AREA TO BE DISTURBED: 1.90 ACRES
<br />10. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED AREA(S)
<br />ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE
<br />TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS.
<br />IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES
<br />TIMING OF CONTROLS/MEASURES
<br />SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR OTHER
<br />MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE
<br />CONCRETE TRUCKS
<br />WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD:
<br />SUITABLE METHODS IF .REQUIRED TO ASSURE OPTIMUM. GROWING
<br />MANUFACTURER. SITE PERSONNEL WALL BE INSTRUCTED IN THESE
<br />CONCRETE TRUCKS WALL NOT BE ALLOWED TO WASH OUT OR DISCHARGE
<br />CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER.
<br />PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO
<br />SURPLUS CONCRETE OR DRUM WASH WATER ON THE SITE.
<br />* WATER FROM WATER LINE FLUSHING
<br />NAME OF RECEIVING WATERS:
<br />AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT
<br />TEMPORARY GRASSING SHALL SE THE SAME MIX d: AMOUNT REQUIRED
<br />MANAGES DAY -TO -DAY SITE OPERATIONS,WILL BE RESPONSIBLE FOR
<br />* PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR
<br />PROJECT SITE IS A FULL RETENTION
<br />FENCES AND HAY AND BALES, TURBIDITY BARRIERS, STABILIZED
<br />CONSTRUCTION ENTRANCE AND SEDIMENT BASIN WILL BE
<br />CONSTRUCTED PRIOR TO CLEARING OR .GRADING OF ANY OTHER
<br />PORTIONS OF THE SITE. STABILIZATION MEASURES SHAILL BE INITIATED
<br />AS SOON LAS PRACTICAL IN PORTIONS OF THE SITE WHERE
<br />CONSTRUCTION ACTIVITIES HAVE IEMPORARILY OR PERMANENTLY
<br />FOR PERMANENT GRASSING IN THE CONTRACT SPECIFICATIONS.
<br />11. TEMPORARY REGRASSING : IF, AFTER 14 DAYS FROM SEEDING, THE
<br />TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75
<br />PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND
<br />SEEING THAT THESE PRACTICES ARE FOLLOWED.
<br />SANITARY WASTE
<br />ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS
<br />SPILL CONTROL PRACTICES
<br />HAZARDOUS MATERIALS HAVE OCCURRED .
<br />)
<br />*UNCONTAMINATED GROUNDWATER FR
<br />(FROM DEWATERING EXCAVATION).
<br />ALL NON- STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT
<br />CONTROLS
<br />IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT
<br />PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN THE
<br />THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION AND
<br />TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND TURBIDITY
<br />CEASED. ONCE CONSTRUCTION ACUITY CEASES PERMANENTLY IN AN
<br />ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED
<br />NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WALL BE COLLECTED
<br />FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND
<br />BASIN PRIOR TO DISCHARGE.
<br />PLAN HAS BEEN PREPARED TO INSTRUCT THE CONTRACTOR ON PLACEMENT
<br />AREA, THAT AREA WILL BE STABILIZED PEIRMANENTLY IN
<br />ACCORDANCE WITH THE PLANS. AFTER THE ENTIRE SITE IS .STABILIZED,
<br />VEGETATIVE COVER.
<br />AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL. WASTE DISPOSAL
<br />CLEANUP:
<br />OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL
<br />THE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT
<br />REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS.
<br />AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING THE PLAN
<br />HEAPS AND . THE EARTH DIKE /SWALES WILL BE REGRADED/REMOVED
<br />12, MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND
<br />MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WALL BE
<br />CONTRACTOR'S CERTIFICATION
<br />IS PROVIDING THE PROPER PROTECTION. AS REQUIRED BY FEDERAL, STATE
<br />AND STANJZED IN ACCORDANCE WITH THE EROSIiON do TURBIDITY
<br />CONTROL
<br />CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE
<br />OFFSITE VEHICLE TRACKING
<br />CLEARLY POSTED ON SITE AND SITE PERSONNEL WALL BE MADE AWARE OF
<br />AND LOCAL LAWS. REFER TO "CONTRACTORS RESPONSIBILITY FOR A WRITTEN
<br />MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO
<br />THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP
<br />I CERTIFY UNDER PENALTY OF LAW THAT i UNDERSTAND THE TERMS AND
<br />DESCRIPTION OF THE CONTROLS ,THAT MAY BE IMPLEMENTED.
<br />FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED.
<br />A STABILIZED CONSTRUCTION ENTRANCE WALL BE PROVIDED TO HELP
<br />SUPPLIES.
<br />CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE
<br />REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT
<br />ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER
<br />ENDANGERED SPECIES AND CRITICAL HABIITAT
<br />STORM WATER MANAGEMENT
<br />13. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES OF
<br />TO THE SITE ENTRANCE WILL BE SWEPT AS NEEDED TO REMOVE ANY EXCESS
<br />MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT
<br />DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE
<br />THE PROJECT STORM WATER MANAGEMENT SYSTEM IS BASED ON
<br />THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE
<br />MUD, DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING
<br />IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL
<br />CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION.
<br />THE EXISTING DRAINAGE WELL.
<br />1, ' W�TDANGERED SPECIES ON SITE? NO
<br />OFFSITE FACILITIES.
<br />MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED WITH A
<br />INCLUDE BUT NOT BE LIMITED TO BROOMS, OUST PANS, MOPS, RAGS,
<br />2. ARE THERE CRITICAL HABITAT ON SITE? No
<br />14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY
<br />TARPAULIN.
<br />GLOVES, GOGGLES, LIQUID ABSORBENT (i.e. KITTY UTTER OR EQUAL),
<br />IF YES TO EITHER QUESTION, PLEASE EXPLAIN,
<br />CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX MUST
<br />PROVIDE BOTH LONG -TERM VEGETATION AND RAPID GROWTH SEASONAL
<br />SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY
<br />FOR THIS PURPOSE.
<br />FOR THE PROJECT. AREAS WHICH ARE NOT TO BE CONSTRUCTED ON, BUT
<br />INVENTORY FOR POLLUTION PREVENTION PLAN
<br />WILL BE REGRADED SHALL STABILIZED IMMEDIATELY AFTER GRADING IS
<br />VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED
<br />ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.
<br />COMPLETE, WHEN CONSTRUCTION IS COMPLETE, A TOTAL OF 0.90 ACRE MALI.
<br />OR SODDED.
<br />THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE
<br />v
<br /><
<br />BE REGRADED. FLOATING TURBIDITY BARRIERS WILL
<br />STRUCTURAL PRACTICES (IF APPLICABLE):
<br />PRESENT ONSITE DURING CONSTRUCTION:
<br />THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL
<br />ix
<br />BE USED TO INTERCEPT SEDIMENT BEFORE ENTERING THE OFFSITE
<br />CONTROLS
<br />WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM
<br />DRAINAGE SYSTEM. THIS IS IN ACCORDANCE WITH THE REQUIREMENTS SET
<br />1. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE
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<br />CONTACT WITH A HAZARDOUS SUBSTANCE.
<br />IT IS THE CON'TIR►CTORS RESPONSIBILITY TO IMPLEMENIT THE EROSION AND
<br />FORTH BY FEDERAL, STATE AND LOCAL REGULATIONS.
<br />TURBIDITY CONTROLS AS.SHOWN ON THE GRADING, ORtAINAGE dt EROSION
<br />THE
<br />USED TO DIVERT RUNOFF THROUGH A SEDIMENT- TRAPPING FACILITY,
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<br />CONTROL PLAN, IT IS. ALSO CONTRACTORS RESPONISIBILITY TO ENSURE
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<br />SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE
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<br />THESE CONTROLS. ARE PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING
<br />PROPERLY TO PREVENT TURGID OR POLLUTED 'WATER 1 FROM LEAVING THE
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<br />APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE
<br />TIMING OF CONTROLS /MEASURES
<br />PROJECT SITE. THE CONTRACTOR WILL ADJUST THE EROr" AND TURBIDITY
<br />2 TEMPORARY SEDIMENT WRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN
<br />® Detergents ® Paints ® Metal Studs
<br />SIZE OF THE SPILL.
<br />CONTROLS SHOWN ON THE GRADING, DRAINAGE & EROSION I CONTROL PLAN AND
<br />A DRAINAGE WAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF
<br />REFER TO " CONTRACTORS RESPONSIBILITY FOR THE TIMING OF
<br />ADD ADDITIONAL CONTROL MEASURES, AS REQUIRED, T(O ENSURE THE SITE
<br />MEETS ALL FEDERAL, STATE AND LOCAL EROSION. AND TURBIDITY CONTROL
<br />DISCHARGE FROM A DISTURBED AREA.
<br />- --- -_- --__�_ -- --
<br />THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO
<br />CONTROL /MEASURES.
<br />REQUIREMENTS, THE FOLLOWING BEFIT MANAGEMENT IPRACTICES WILL BE
<br />THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER
<br />PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP
<br />IMPLEMENTED BY THE CONTRACTOR AS REQUIRED BY THE GRADING, DRAINAGE &
<br />EROSION CONTROL PLAN AND AS REQUIRED TO MEET' THE EROSION AND
<br />TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT SITE ISY T!# REGULATORY
<br />INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION
<br />DIKE:
<br />SPILL PREVENTION
<br />THE. SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF. THE SPILL, WHAT
<br />CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED.
<br />CERTIFICATION OF COMPLIANCE WITH
<br />MATERIAL MANAGEMENT PRACTICES
<br />FEDERAL, STATE AND LOCAL REGULATIONS
<br />AGENCIES.
<br />A. BLOCK d: GRAVEL SEDIMENT FILTER - THIS PROTECTION IS
<br />APPLICABLE WHERE HEAVY FLOWS AND /OR WHERE AN OVERFLOW
<br />THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE
<br />THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY -TO -DAY SITE
<br />IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORM
<br />CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PON DNG AROUND
<br />USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF
<br />OPERATIONS, WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR.
<br />WATER MANAGEMENT AMID EROSION AND TURBIDITY CONTROLS, THE FOLLOWING
<br />THE STRUCTURE.
<br />MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF.
<br />HE /SHE WILL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO
<br />PERMITS HAVE BEEN OBTAINED
<br />EROSION AND SEDIMENT CONTROLS
<br />WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE
<br />SFWMD PERMIT #
<br />STABILIZATION PRACTCEs (IF APPLICABLE):
<br />B. GRAVEL SEDIMENT TRAP -THIS PROTECTION IS APPLICABLE WHERE
<br />GOOD HOUSEKEEPING
<br />INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE
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<br />HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE
<br />THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE
<br />OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL
<br />NPOES PERMITS
<br />1. HAY BALE BARRIER: HAY BALE BARRIERS CAN K USED BELOW DISTURBED
<br />PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE
<br />DURING THE CONSTRUCTION PROJECT.
<br />PERSONNEL WALL BE POSTED IN THE MATERIAL STORAGE AREA AND IF
<br />AREAS SUBJECT TO SI T AND RILL FRONTON WITH THE FOLLOWING UMITATIONS:
<br />INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED
<br />APPLICABLE,. IN THE OFFICE TRAILER ONSITE.
<br />v
<br />A. WHERE THE MAXIMUM SLOPE 'NIEHIND'THE 13ARFRIER IS 33 PERCENT.
<br />AREAS.
<br />* AN EFFORT WALL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO
<br />POLLUTION PREVENTION PLAN CERTIFICATION
<br />B. N MINOR SWALIS OR DITCH LIMES WHEK .THE MAXIMUM CONTRIBUTING
<br />DRAINAGE AREA IS NO GREATER THAN 2 ACRES.
<br />C. DROP INLET SEDIMMT TRAP - THIS PROTECTION IS APPLICABLE WHERE
<br />DO THE JOB.
<br />MAINTENANCE/INSPECTION PROCEDURES
<br />I CERTIFY UNDER PENALIY'OF LAW THAT THIS DOCUMENT AND ALL
<br />C. WHERE EFFECNENESS IS REQUIRED FOR LESS THAN 3 MONTHS.
<br />THE INLET DRAINS A RELATIVELY FLAT AREA (S < SX) AND WHERE
<br />* ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY
<br />ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN
<br />0. EVERY EFFORT SHODU) BE MADE TO LIMIT THE IUSE OF STRAW BALE
<br />SHEET OR OVERLAID FLOWS (Q < 0.5 CFS) ARE TYPICAL. THIS METHOD
<br />MANNER IN THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A
<br />EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES
<br />ACCORDANCE WITH A SYSTEM DEIGNED TO ASSURE THAT QUALIFIED
<br />BARRIERS CONSTRUCTED IN LIVE STREAMS ORt IN SWALES WHERE
<br />SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS SUCH
<br />ROOF OR OTHER ENCLOSURE.
<br />THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL BE
<br />PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION
<br />THERE IS THE. 0OSSIBIUTY OF A WASHOUT. IF NECESSARY, MEASURES
<br />AS IN STREET OR HIGHWAY MEDIANS.
<br />USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS.
<br />SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO
<br />SHAD. BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE AGAINST
<br />*PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL
<br />MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR
<br />WASHOUT.
<br />ORIGINAL MANUFACTURERS LABEL
<br />NO MORE THAN 5 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME
<br />GATHERING THE INFORMATION, THE NNFORNATION SUBMITTED 1% TO THE
<br />REFER TO EROSION CONTROL DETAILS FOR, CONSIRUC:TNG THE HAY BALE
<br />3. INLET AND OUTLET PROTECTION: APPLICABLE TO THE OUTLET OF THE CULVERT
<br />WITHOUT WRITTEN PERMISSION FROM THE (ENGINEER.
<br />BEST OF MY KNOWLEDGE AND BELIEF, 1RUL ACCURATE, AND COI�LEIE. I
<br />BARRIER. ALSO RIFER TO THE GRADING.- DRAINAGE & EROSION CONTROL
<br />AND CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION
<br />WATER
<br />* SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED
<br />ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT,
<br />AM AWARE THAT THERE ARE SICNFICANT PENALTIES FOR SUBMITTING FALSE
<br />PLAN FOR PROPER LOCATION
<br />& SEDIMENT PROBLEM TO THE BODY. TUBIDITY BARRIERS
<br />BY THE MANUFACTURER.
<br />THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR
<br /><_
<br />INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR
<br />2. SILT FENCE'
<br />ARE TO BE INSTALLED UPSTREAM AND DOWNSTREAM OF WIRE CONTROL
<br />SOMEONE APPOINTED BY THE SUPERINTENDENT AT LEAST ONCE A WEEK AND
<br />tG�f
<br />KNOWING VIOLATIONS.
<br />A. USE PRINCIPALLY IN AREAS WHERE SHEET OR RILL FLOW OCCURS.
<br />STRUCTURE AND CULVERT CROSSINGS AS SHOWN ON THE PLANS.
<br />* WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING
<br />FOLLOWING ANY STORM EVENT OF M25 INCHES OR GREATER.
<br />S. INSTALL ALONG A LEVEL CONTOUR, 90 WAIER DOES INOT POND MORE THAN
<br />4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE
<br />OF THE CONTAINER.
<br />ALL TURBIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING
<br />1.5 FEET AT ANY POINT.
<br />LOCATIONS, THE PROPOSED STORM WATER PONDS (OR TEMPORARY
<br />ORDER., IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF
<br />C. NO MORE THAN 1 ACHES, 100 FT., OR Q5 ofs OF CONCIENIRAIED FLOW SHOULD
<br />PONDS) WALL BE CONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE
<br />' MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WALL
<br />REPORT.
<br />DRAIN TO ANY POINT ALONG THE SILT FENCE.
<br />SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 67 CUBIC YARDS OF
<br />BE FOLLOWED.
<br />D. AM ENDS- OF FENCE UPHILL:
<br />STORAGE PER ACRE DRAINED UNTIL FINAL STABILIZATION OF THE SITE.
<br />BUILT UP SEDIMENT WALL BE REMOVED FROM SILT FENCE WHEN IT HAS
<br />E. PROVIDE AREA 8E4NND THE FENIX FOR RUNOFF 701 POND AND SEDIMENT
<br />THE VOLUME OF THE BASIN AT CLEAN OUT SHALL BE 22 CUBIC
<br />* THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE MATERIALS ONSITE
<br />REACHED ONE -THIRD THE HEIGHT OF THE FENCE.
<br />TO SETTLE.
<br />YARDS PER ACRE.
<br />RECEIVE PROPER USE AND DISPOSAL.
<br />F. SELECT FL1ER FABRIC WHICH RETAN -85 PERCENT OF THE .SOIL, BY HEIGHT
<br />BASED ON SIEVE ANALYSIS, OJT IS NOT FINER THAN EOS70.
<br />-
<br />DESIGNED /20
<br />DATE 02/2007
<br />C" 6iord�no l��ocistlsesi, lnc•
<br />M:PIFLORIDA
<br />`1800 Biller Drive, Suite I;oo
<br />Fort Lauderdale, Florida 38316
<br />Phone: 954.921.7781 Fax 954.921.8807
<br />B cerclrioate of Quthorlsation 514
<br />CITY OF SUNNY ISLES BEACH, FL
<br />NE 172nd STREET
<br />ROADWAY I M' R 0 VE ME N T S
<br />STORM WATER POLLUTION
<br />PREVENTION NOTES
<br />APPROVED., JOHN
<br />REGISTRATION No. 47810
<br />�,,�.
<br />SCALE N .T. s
<br />SHEET
<br />0401
<br />OF 23
<br />_ --
<br />[NO
<br />��" 02/2007
<br />PROJECT Nc
<br />03- 4.19
<br />CHECKED JM
<br />DATE 02/2007
<br />CAD FILE
<br />03- 4197- C400- C205- ER0S.DWG
<br />-
<br />DATE
<br />RNIS�N
<br />BY
<br />NO
<br />DATE
<br />REVISION
<br />BY
<br />
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