A.2.11.3 W9128A22B0001 Am-0004 Drawings.pdf

AC PAVEMENT

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GRAPHIC SCALE

SCALE: 1/8" = 1'-0"

8 0 8 16

Scale:

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ENLARGED ELECTRICAL PLAN

1/8" = 1'-0"

GENERAL NOTES:

1. SEE SHEET E-002 / E-003 FOR HAZARD AREA DRAWING, DETAILS AND CLASSIFICATION. ALL BOXES

OR CONNECTIONS PROVIDED INSIDE A DEFINED HAZARD AREA SHALL BE A MINIMUM NEMA 7/4X

CROSS LISTED FOR WET LOCATION AND EXPLOSION PROOF OR HAZARDOUS ENVIRONMENT.

2. COORDINATE ALL TELECOM REQUIREMENTS WITH BASE COMM PERSONNEL.

3. COORDINATE FINAL LOCATIONS FOR ALL MECHANICAL DEVICES ON TANKS AND IN DISPENSERS WITH

MECHANICAL PLANS AND SHOP DRAWINGS OF THE SYSTEMS, ADJUST LOCATIONS AS REQUIRED.

KEY NOTES:

EXISTING FUEL CONTROL KIOSK, USED FOR PANEL LOCATION FOR REVENUE CONTROL AND EXISITNG

POWER CIRCUITS TO DISPENSERS (TO BE ABANDONED).

EXISTING DISPENSERS TO BE REMOVED AND REUSED / REINSTALLED. PROVIDE NEW ELECTRICAL, COMMUNICATION, AND ENVIRONMENTAL MONITORING DEVICES AND FEEDERS TO SUPPORT THE

DISPENSERS. SEE SHEET E-601, E-602 AND E-603 FOR ADDITIONAL INFORMATION AND REQUIREMENTS. SEE

DETAILS A2, A5 AND A8 OF SHEET E-501 FOR SUMP DETAILS AND CONDUIT PENETRATION REQUIREMENTS.

NEW UST TANK, PUMPS, AND ENVIRONMENTAL MONITORING DEVICES. PROVIDE CONDUIT AND

CONDUCTORS AS REQUIRED. SEE SHEET E-601, E-602 AND E-603 FOR ADDITIONAL INFORMATION AND

REQUIREMENTS.

FOR NEW TANK VENT RISER, PROVIDE A MINIMUM 3/4" X 10' GROUND ROD, WITH A #4 BONDING CONDUCTOR

TO GROUND VENTS. PROVIDE GROUND CLAMPS ON EACH VENT RISER AND BOND THE SIX TOGETHER. SEE

DETAIL D2 / E-501 FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

PROVIDE NEW CAT 6 CABLES FROM REVENUE CONTROL HEAD END EQUIPMENT TO LOW VOLTAGE

DISCONNECT PANEL IN KIOSK TO SERVE DISPENSER DATA NEEDS. ROUTE CABLES TO LOW VOLTAGE

DISCONNECTS AND TRANSITION TO FEP INSULATION CABLE FOR OUTBOUND CABLES TO DISPENSERS.

NEW EFSO PUSHBUTTON WITH MOMENTARY CONTACTS IN A NEMA 4X-SS BOX. ROUTE 8#12, 1#12G IN 1"

CONDUIT TO IPP FOR ACTIVATION CIRCUIT. SEE E-603 FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

EXPLOSION PROOF ENVIRONMENTAL MONITORING HORN STROBE AND ACKNOWLEDGE / SILENCE BUTTON

MOUNTED TO VENT STACK RISER SUPPORT STRUCTURE. PROVIDE NEMA 7/4X BOXES AND CONDUIT SEALS.

SEE D2 / E-501 FOR ADDITIONAL INFORMATION.

ROUTE CONDUITS THROUGH OPEN TRENCH PROVIDED AND SHOWN ON CIVIL DRAWINGS, TO SUPPORT FUEL

PIPE AND CONDUIT ROUTING TO DISPENSERS, TANKS AND CONTROL KIOSKS.

NEW FUELING SYSTEM LOW VOLTAGE DISCONNECT PANEL PROVIDED IN KIOSK, PROVIDE 3#12, 1/2" C TO

BRANCH CIRCUIT SERVING KIOSK CONTROL CIRCUIT.

EXISTING REVENUE CONTROL SERVER AND DATA RACK TO SERVE DISPENSERS, TO REMAIN IN EXISTING

LOCATION AND BE REUSED WITH NEW DATA CABLE TO EACH DISPENSER.

PROVIDE TRAFFIC RATED HANDHOLES, SIZED PER NFPA 70 REQUIREMENTS AND DETAIL E2 / E-503, FOR

POWER, CONTROL, COMMUNICATION AND EFSO SYSTEM. VEEDER ROOT CABLES TO BE ISOLATED FROM ALL

OTHER SYSTEMS.

TYPICAL: PROVIDE NUMBER AND TYPE OF CONDUITS AS SHOWN ON OTHER DRAWINGS, COMBINE INTO

COMMON DUCTBANKS FOR ROUTING.

PROVIDE 6#12, 1" C TO IPP IN ELECTRICAL ROOM FOR EMERGENCY CONTROL OF LOW VOLTAGE

DISCONNECTS.

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GRAPHIC SCALE

SCALE: 1/8" = 1'-0"

8 0 8 16

Scale:

C2

PARTIAL ELECTRICAL PLAN

1/8" = 1'-0"

GENERAL NOTES:

1. SEE SHEET E-101 FOR HAZARD AREA DRAWING AND CLASSIFICATION. ALL BOXES

OR CONNECTIONS PROVIDED INSIDE A DEFINED HAZARD AREA SHALL BE A MINIMUM

NEMA 7/4X CROSS LISTED FOR WET LOCATION AND EXPLOSION PROOF OR

HAZARDOUS ENVIRONMENT.

2. COORDINATE ALL TELECOM REQUIREMENTS WITH BASE COMM PERSONNEL.

3. COORDINATE FINAL LOCATIONS FOR ALL MECHANICAL DEVICES ON TANKS AND IN

DISPENSERS WITH MECHANICAL PLANS AND SHOP DRAWINGS OF THE SYSTEMS,

ADJUST LOCATIONS AS REQUIRED.

KEY NOTES:

EXISTING VEEDER ROOT TLS-450+ PANEL TO BE REUSED AT EXISTING

LOCATION. REMOVE ALL UNUSED CONDUIT AND CONDUCTORS TERMINATED AT

THIS LOCATION

NEW WALL / SURFACE MOUNTED INTEGRATED POWER PANEL (IPP), PER DETAIL

A2 / E-604

FIELD VERIFY LOCATION OF EXISTING SERVICE PANEL FDP. SEE A7 / E-603 FOR

ADDITIONAL INFORMATION AND REQUIREMENTS ON NEW BREAKER TO BE

ADDED AND MODIFICATIONS REQUIRED TO PANEL FDP.

ENVIRONMENTAL MONITORING HORN STROBE AND ACKNOWLEDGE / SILENCE

BUTTON ON EXTERIOR OF BUILDING. SEE E-603 FOR ADDITIONAL INFORMATION

AND REQUIREMENTS.

PROVIDE NEW CAT 6 CABLE FROM DATA RACK TO ENVIRONMENTAL

MONITORING PANEL. PROVIDE CABLE IN 1" C

NEW EFSO PUSHBUTTON WITH MOMENTARY CONTACTS IN A NEMA 4X-SS BOX.

ROUTE 4#12, 1#12G IN 1/2 INCH CONDUIT TO IPP FOR ACTIVATION CIRCUIT. SEE

EP-603 FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

ROUTE ALL UNDERGROUND CONDUITS THROUGH OPEN TRENCH AREAS

DEFINED ON CIVIL DRAWINGS.

SEE A7 / E-603 FOR ADDITIONAL INFORMATION ON GROUND CONNECTION

BETWEEN NEW IPP AND EXISTING BUILDING MASTER GROUND AT PANEL FDP.

PROVIDE NEW CAT 6 CABLES FROM CASH WRAP POS STATION TO INTEGRATED

POWER PANEL FOR DISPENSER AUTHORIZATION. ROUTE OVERHEAD ABOVE

CEILING AND EXPOSED IN STORAGE AREA IN 2" CONDUIT.

FROM CEILING PLENUM SPACE, DROP 2" RGS CONDUIT TO CASH WRAP

COUNTER HEIGHT AND PROVIDE JUNCTION BOX FOR DATA CABLES. MAKE

CABLE CONNECTION TO REVENUE CONTROL POS AS REQUIRED. COORDINATE

FINAL LOCATION AND ROUTE WITH FIELD CONDITIONS OF CASHWRAP AND

EQUIPMENT.

EXISTING STARTERS ARE TO BE REMOVED /DEMOLISHED, REMOVE ASSOCIATED

CONDUIT AND CONDUCTORS. CAP ANY CONDUIT THAT CANNOT BE REMOVED.

EXISTING DATA RACK IN COMM CABINET WITHIN MANAGER OFFICE AREA.

TYPICAL: PROVIDE NUMBER AND TYPE OF CONDUITS AS SHOWN ON OTHER

DRAWINGS, COMBINE INTO COMMON DUCTBANKS FOR ROUTING.

ROUTE CONDUITS FROM IPP INTO ATTIC SPACE AND HORIZONTALLY ACROSS

DRIVE LANE CANOPY AT ROOF LEVEL.

ROUTE CONDUITS HORIZONTALLY ALONG WALL.

TRANSITION CONDUITS DOWN WALL TO HANDHOLE FOR UNDERGROUND

ROUTING OF CONDUITS ACROSS DRIVE LANES.

PROVIDE TRAFFIC RATED HANDHOLES, SIZED PER NFPA 70 REQUIREMENTS AND

DETAIL E2 / E-503, FOR POWER, CONTROL, COMMUNICATION AND EFSO SYSTEM.

VEEDER ROOT CABLES TO BE ISOLATED FROM ALL OTHER SYSTEMS.

TYPICAL

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DIRECT BURY CONDUIT DETAIL

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SINGLE DUCT

TYPICAL SPACING FOR MULTIPLE

DUCT CONFIGURATIONS

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USE SPACERS BETWEEN

DUCTS

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BACKFILL

BACKFILL WITH SUITABLE

COMPACTED MATERIAL

UNDERGROUND

DETECTABLE MARKING TAPE

SEE CIVIL DRAWINGS

FOR FINISHED GRADE

TYPICAL SPACING FOR MULTIPLE

DUCT CONFIGURATIONS

SINGLE DUCT

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GENERAL NOTES:

1. REBAR REINFORCING IS REQUIRED WHERE WITHIN 5' AND/OR UNDER BUILDINGS, STRUCTURES

AND ROADWAYS, AND WITHIN 10' OF CONNECTIONS TO EXISTING MANHOLES OR HANDHOLES.

2. PROVIDE COLORED CONCRETE, RED, OR AS REQUIRED BY BASE STANDARDS.

3. SEE STRUCTURAL SPECIFICATIONS FOR CONCRETE REQUIREMENTS.

SEE CIVIL DRAWINGS

FOR FINISHED GRADE

UNDERGROUND

DETECTABLE TAPE

BACKFILL WITH SUITABLE

COMPACTED MATERIAL

#3 @ 24" ON CENTER

USE SPACERS AND ANCHOR

DUCT TO PREVENT FLOATING

#4 CONTINUOUS

LONGITUDINAL

Scale:

A5

CONCRETE ENCASED DUCTBANK DETAIL

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GENERAL NOTES FOR CAST HANDHOLES:

1. REFER TO STRUCTURAL GENERAL NOTES AND SPECIFICATIONS FOR THE

REQUIREMENTS FOR REINFORCING AROUND HANDHOLE OPENINGS.

2. SEE STRUCTURAL GENERAL NOTES AND REQUIREMENTS FOR NORMAL WEIGHT

CONCRETE COMPRESSIVE STRENGTH TO BE USED FOR HANDHOLES.

3. REFER TO STRUCTURAL GENERAL NOTES AND SPECIFICATIONS FOR CONCRETE

QUALITY CONTROL REQUIREMENTS.

NOTE: SEE SECTION VIEW FOR

ADDITIONAL REINFORCING.

PLAN VIEW

28"

24"

MIN

28"

6"

24"

28" 6"

6"

16"

30"

8"

12" MIN.12"

12"

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16"

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CONCRETE ENCASED

PVC CONDUIT

H-20 RATED HANDHOLE FRAME

AND LID, BILCO J SERIES OR

APPROVED EQUAL

ADDITIONAL D12 EA CORNER

(2-CENTER NON-PAVEMENT)

PROVIDE H20 RATED

DUAL LEAF COVER

SEE CIVIL DRAWINGS

FOR FINISHED GRADE

#4 @ 8"

(CENTER IN WALL)

CONCRETE ENCASED

PVC CONDUIT

#4 GROUNDING

CONDUCTOR, BOND TO

EQUIPMENT GROUNDS

#4 @ 8" EW

3/4" x 10' COPPER

CLAD GROUND ROD

GRAVEL

6" SQUARE OPENING

COMPACTED AGGREGATE BASE

ROUGHEN TO 6

PULLING-IN IRON (TYP

FOR EACH SIDE) SEE

C9/E-503 FOR LOCATION

AND INSTALLATION

#4 @ 8"

(CENTER OF SLAB)

PROVIDE H20 RATED SINGLE

LEAF COVER

#4 @ 8"

(CENTER IN SLAB)

#4 @

8" (TYP)

SLOPE TO

DRAIN

Scale:

E2

2' X 2' TRAFFIC RATED HANDHOLE DETAIL

NTS

15 1/2"

13/16"Ø

NOTE:

INSTALL PULLING-IN IRON IN EACH FACE OF CAST

HANDHOLES AND BELOW DUCT WINDOWS

M I N

MIN COVER 2"

CONTRACTOR MAY SURFACE MOUNT OR

CAST IN PLACE CABLE RACK SUPPORTS

AT HIS OPTION.

GLASS REINFORCED NYLON STANCHIONS

AND RACK ARMS MAY ALSO BE USED.

INSULATORS ARE NOT REQUIRED WITH

NON-METALLIC SYSTEM.

LOCK TYPE INSULATOR

SUPPORT

#4 REBAR TIED OR WELDED TO

PULLING-IN IRON

1 1/2"R

1 1/2"R

Scale:

A9

CABLE SUPPORT RACK DETAIL

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Scale:

C9

PULLING-IN IRON DETAIL

NTS

E-503

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SECTION VIEW

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CONSTRUCTION NOTES

1. THE CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK WITH THE CONTRACTING OFFICER'S REPRESENTATIVE.

2. NO CONSTRUCTION SHALL BE DONE DURING THE ON-BASE QUIET TIME OF 10:00 PM TO 6:00 AM, EXCEPT AS APPROVED BY THE CONTRACTING OFFICER.

3. ALL CONSTRUCTION ACTIVITIES SHALL BE WITHIN PROJECT LIMITS (INSIDE TEMPORARY STEEL PERIMETER FENCE).

4. THE CONTRACTOR SHALL KEEP THE AREA CLEAN AND CLEAR OF DIRT AND DUST.

PETROLEUM CONTAMINATED SOILS NOTES

1. CONTAMINATED SOIL SHALL BE SEGREGATED AND STOCKPILED IN A STORAGE CONTAINMENT AREA APPROVED BY THE CONTRACTING OFFICER AND CONSTRUCTED BY THE

CONTRACTOR. CONTAMINATED SOIL SHALL BE STOCKPILED AS SPECIFIED. THE CONTRACTOR SHALL TAKE PRECAUTIONS TO ENSURE THAT STORM WATER DOES NOT MIX WITH

CONTAMINATED SOILS IN THE STORAGE CONTAINMENT AREA. THE CONTRACTOR SHALL ENSURE THAT, IN THE EVENT THAT STORM WATER MIXES WITH THE CONTAMINATED

SOILS IN THE STORAGE CONTAINMENT AREA, THE STORM WATER IS NOT DISCHARGED INTO STATE WATERS. FOR THE PURPOSES OF BIDDING, IT HAS BEEN ESTIMATED THAT 30

TONS OF NONHAZARDOUS PETROLEUM CONTAMINATED SOILS WILL REQUIRE REMOVAL.

2. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER WITHIN ONE HOUR OF THE DISCOVERY OF CONTAMINATED MATERIALS.

3. SOIL EXCAVATION:

A. THE CONTRACTOR SHALL PLACE CONTAMINATED SOIL FROM THE EXCAVATION INTO SEPARATE HOLDING CELLS AS SPECIFIED.

B. EXCAVATION SHALL BE DONE UNDER THE SUPERVISION OF THE CONTRACTING OFFICER OR AUTHORIZED REPRESENTATIVE.

C. CONTAMINATED SOILS SHALL BE PLACED ON HIGH-DENSITY POLYETHYLENE SHEETING.

4. SOIL TRANSPORTATION/DISPOSAL:

A. THE BED OF THE TRUCK USED FOR TRANSPORTING SOIL SHALL BE CLEAN AND CAPABLE OF HOLDING THE SOIL WITHOUT SPILLAGE OR LEAKAGE.

B. THE CONTRACTOR SHALL EMPLOY A PLACEMENT METHOD THAT DOES NOT DISTURB OR DAMAGE THE POLYETHYLENE LINER. THE DRIVING OF MACHINERY ONTO THE SOIL

IS STRICTLY PROHIBITED.

C. THE CONTRACTOR SHALL LEAVE THE TEMPORARY EXCAVATED SOIL STOCKPILE AREA FREE OF EXCESS MATERIALS.

D. THE CONTRACTOR SHALL MOISTEN THE SOIL ENOUGH TO MINIMIZE DUST, IF NECESSARY, BUT LEAVE NO STANDING WATER.

E. IF DEWATERING IS NECESSARY, THE CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, AND FEDERAL REGULATIONS REGARDING DEWATERING SYSTEMS.

F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF CONTAMINATED SOILS AT AN EPA APPROVED DUMPSITE.

5. SOIL SAMPLING AND ANALYSIS:

A. SOIL SAMPLING, IF REQUIRED, SHALL BE PERFORMED BY A QUALIFIED AND COMPETENT PERSON WITH DEMONSTRABLE FIELD EXPERIENCE IN THE REQUIRED

ENVIRONMENTAL SAMPLING. LABORATORY SERVICES SHALL BE PROVIDED BY ENVIRONMENTAL LABORATORIES COMPLIANT WITH THE MOST CURRENT PUBLISHED

VERSION OF THE DEPARTMENT OF DEFENSE QUALITY SYSTEMS MANUAL (DOD QSM) AND HOLDING CURRENT NATIONAL ENVIRONMENTAL LABORATORY ACCREDITATION

PROGRAM (NELAP) OR DEPARTMENT OF DEFENSE ENVIRONMENTAL LABORATORY ACCREDITATION PROGRAM (DOD ELAP). ACCREDITATION IN GOOD STANDING IS

REQUIRED FOR ALL APPROPRIATE FIELDS-OF-TESTING.

WATER POLLUTION AND HOUSEKEEPING NOTES

1. MATERIALS POLLUTION PREVENTION PLAN:

A. MATERIAL MANAGEMENT PRACTICES SHALL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO

STORM WATER RUNOFF. AN EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCT AS IS REQUIRED TO DO THE JOB.

B. ALL MATERIALS STORED ONSITE SHALL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND IF POSSIBLE, UNDER A ROOF OR OTHER

ENCLOSURE.

C. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL MANUFACTURER'S LABEL.

D. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER.

E. WHENEVER POSSIBLE, A PRODUCT SHALL BE USED UP COMPLETELY BEFORE DISPOSING OF THE CONTAINER.

F. MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED.

G. THE CONTRACTOR SHALL CONDUCT A DAILY INSPECTION TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ONSITE.

2. ONSITE AND OFFSITE PRODUCTS SPECIFIC PLAN:

A. THE FOLLOWING PRODUCT SPECIFIC PRACTICES SHALL BE FOLLOWED ONSITE:

1. PETROLEUM BASED PRODUCTS: ALL ONSITE VEHICLES SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE

CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED

ONSITE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER'S RECOMMENDATION.

2. PAINTS: ALL CONTAINERS SHALL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT SHALL NOT BE DISCHARGED TO THE DRAINAGE

SYSTEM BUT SHALL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURER'S INSTRUCTIONS OR FEDERAL, STATE AND LOCAL REGULATIONS.

3. CONCRETE TRUCKS: CONCRETE TRUCKS SHALL BE ALLOWED TO WASH OUT OR DRUM WASH WATER ONLY AT DESIGNATED SITE. WATER SHALL NOT BE DISCHARGED IN

THE DRAINAGE SYSTEM OR WATERS OF THE UNITED STATES. THE CONTRACTOR SHALL CLEAN DISPOSAL SITE AS REQUIRED OR AS REQUESTED BY THE CONTRACTING

OFFICER.

EROSION CONTROL AND BEST MANAGEMENT PRACTICE (BMP) NOTES

1. MEASURES TO CONTROL EROSION AND OTHER POLLUTANTS SHALL BE IN PLACE BEFORE ANY EARTHWORK IS INITIATED.

2. SLOPE PROTECTION IS REQUIRED ON AREAS WITH SLOPES GREATER THAN 15% AND ON AREAS OF MODERATE SLOPE THAT ARE PRONE TO EROSION UNLESS THEY ARE BEING

ACTIVELY WORKED. USE DIVERSION UPSTREAM OF SLOPE (DIKES, SWALES, SLOPE DRAINS) TO DIVERT WATER AROUND THE SLOPE. PROVIDE A 10-FOOT BUFFER ZONE AT THE

TOE OF SLOPE. ONLY 5 ACRES MAY BE DISTURBED AT ANY TIME ON SLOPES GREATER THAN 15%.

3. TEMPORARY STABILIZATION IS REQUIRED ON DISTURBED AREAS WHICH ARE AT FINAL GRADE OR WHEN THE DISTURBED AREA WILL NOT BE WORKED FOR 14 CONSECUTIVE

DAYS OR MORE.

4. PERMANENTLY STABILIZE ALL DISTURBED AREAS USING VEGETATIVE COVERING, PAVEMENT, OR EQUIVALENT, PRIOR TO REMOVING EROSION AND SEDIMENT CONTROL

MEASURES. TRAPPED SEDIMENT AND AREAS OF DISTURBED SOIL WHICH RESULT FROM THE REMOVAL OF THE TEMPORARY MEASURES SHALL BE IMMEDIATELY AND

PERMANENTLY STABILIZED.

5. PRESERVE EXISTING VEGETATION. CLEARLY MARK THE AREAS TO BE PRESERVED WITH FLAGS OR TEMPORARY FENCING. WHEN TEMPORARY FENCING IS USED, FENCING MUST

BE ADEQUATELY SUPPORTED BY POSTS AND MAINTAINED IN AN UPRIGHT POSITION.

6. MINIMIZE SOIL COMPACTION IN AREAS WHERE FINAL STABILIZATION WITH VEGETATION OR INFILTRATION PRACTICES WILL BE INSTALLED. PROTECT AREAS FROM EXCESSIVE

COMPACTION DURING CONSTRUCTION. VEHICLE AND EQUIPMENT USE SHALL BE RESTRICTED, OR TECHNIQUES TO CONDITION THE SOIL TO SUPPORT VEGETATION SHALL BE

IMPLEMENTED IN THE AREAS THAT HAVE BEEN COMPACTED AND ARE DESIGNATED TO REMAIN VEGETATIVE OR AS POST-CONSTRUCTION INFILTRATION AREAS. CLEARLY MARK

THE AREAS TO BE AVOIDED WITH FLAGS OR TEMPORARY FENCING. WHERE TEMPORARY FENCING IS USED, FENCING MUST BE ADEQUATELY SUPPORTED BY POSTS AND

MAINTAINED IN AN UPRIGHT POSITION.

7. PERIMETER CONTROLS ARE REQUIRED DOWNSLOPE OF ALL DISTURBED AREAS. MAINTAIN DOWNSTREAM VEGETATED BUFFER AREA.

8. SEDIMENT FENCES OR BARRIERS SHALL BE USED DOWNSLOPE OF ALL DISTURBED AREAS. UNTIL SLOPES ARE STABILIZED A SEDIMENT FENCE OR BARRIER SHALL BE INSTALLED

AT THE TOE OF THE SLOPE AND ON CONTOURS AT THE FOLLOWING SPACING:

SLOPE > 2H:1V 10 FEET SPACING

SLOPE > 4H:1V AND < 2H:1V 15 FEET SPACING

SLOPE < 4H:1V 20 FEET SPACING

9. INLET PROTECTION MEASURES.

A. ALL STORM DRAIN INLETS ONSITE AND THOSE OFFSITE WHICH MAY RECEIVE RUNOFF FROM THE SITE SHALL USE AN INLET PROTECTION DEVICE UNLESS THEY ARE

DIRECTED TO A SEDIMENT BASIN.

B. SEDIMENT LEVELS MAY NOT EXCEED ONE THIRD OF THE HEIGHT OF SEDIMENT BARRIER OR INLET PROTECTION DEVICE AT ANY POINT ALONG THE LENGTH OF THE

SEDIMENT BARRIER OR THE INLET PROTECTION DEVICE.

C. SEDIMENT BARRIERS AND INLET PROTECTION DEVICES MUST BE UNCLOGGED AND CLEANED WHEN PERFORMANCE IS COMPROMISED.

D. TORN, WEATHERED OR SAGGING SEDIMENT BARRIERS OR INLET PROTECTION DEVICES MUST BE REPAIRED OR REPLACED IMMEDIATELY.

10. SEDIMENT BASINS MUST BE KEPT IN EFFECTIVE OPERATING CONDITION AND SEDIMENT SHALL BE REMOVED TO MAINTAIN AT LEAST ONE HALF OF THE DESIGN CAPACITY AT ALL

TIMES.

11. TRACKING CONTROL MEASURES.

A. MINIMIZE SEDIMENT TRACK-OUT ONTO OFF-SITE STREETS, OTHER PAVED AREAS, AND SIDEWALKS FROM VEHICLES EXITING THE CONSTRUCTION SITE BY RESTRICTING

VEHICLE TRAFFIC TO PROPERLY DESIGNATED AREAS AND USING ADDITIONAL CONTROLS TO REMOVE SEDIMENT FROM VEHICLE TIRES PRIOR TO EXITING THE SITE.

B. VEHICULAR PARKING AND MOVEMENT ON PROJECT SITES MUST BE CONFINED TO PAVED SURFACES OR PREDEFINED PARKING AREAS AND VEHICLE PATHS, WHICH SHALL BE

MARKED WITH FLAGS OR BOUNDARY FENCING.

C. ALL POLLUTANTS AND MATERIALS THAT ARE DROPPED, WASHED, TRACKED, SPILLED, OR OTHERWISE DISCHARGED FROM A PROJECT SITE TO OFF-SITE STREETS, OTHER

PAVED AREAS, SIDEWALKS OR THE MUNICIPAL SEPARATE STORM SEWER SYSTEM (MS4) MUST BE CLEANED USING DRY METHODS SUCH AS SWEEPING OR VACUUMING.

D. WASHING POLLUTANTS AND MATERIALS THAT ARE DISCHARGED FROM THE PROJECT SITE TO THE MS4 INTO DRAIN INLETS OR CATCH BASINS IS PROHIBITED UNLESS THE

MATERIAL IS SEDIMENT AND THE INLETS ARE DIRECTED TO A SEDIMENT BASIN OR SEDIMENT TRAP.

12. BEST MANAGEMENT PRACTICES (BMPs) SHALL NOT BE REMOVED UNTIL FINAL STABILIZATION IS COMPLETE FOR THAT PHASE.

RAIN RESPONSE PLAN

1. THE FOLLOWING WILL BE PERFORMED WHEN HEAVY RAINS, STORM OR HURRICANE IS IMMINENT OR IS FORECASTED IN THE NEXT 48 HOURS:

2. TEMPORARY SUSPENSION OF ACTIVE GRADING, GRUBBING AND TRENCHING.

3. INSPECT ALL SEDIMENT BASINS, TEMPORARY DITCHES/SWALES, PERIMETER CONTROLS, AND INLET PROTECTION DEVICES, AND MAINTAIN AS NEEDED. REINSTALL ANY

PERIMETER CONTROLS THAT WERE REMOVED DUE TO ACTIVE WORK IN THE AREA. IF A SEVERE STORM IS EXPECTED, REMOVE INLET PROTECTION DEVICES TO PREVENT

FLOODING ON SURROUNDING STREETS.

4. COVER OR RELOCATE MATERIAL STOCKPILES AND LIQUID MATERIAL CONTAINERS TO AVOID CONTACT WITH RAINWATER.

5. PLACE SPILL PANS OR OIL-ONLY SPILL PADS UNDER CONSTRUCTION VEHICLES TO PREVENT RUNOFF FROM CONTACTING ANY SPILLED PETROLEUM PRODUCTS. PROPERLY

DISPOSE OF ANY ACCUMULATED OILY WATER AFTER THE RAIN EVENT.

6. BALLAST THE NEW TANKS IF THERE IS AN OPEN PIT AND COVER HAS NOT YET BEEN PLACED OVER THE TANKS TO ENSURE THAT THE TANKS DO NOT FLOAT DURING

INSTALLATION.

7. RE-INSPECT AFTER THE APPROACHING HEAVY RAINS, STORM OR HURRICANE, AND REPLACE OR MAINTAIN BMPs AS NEEDED.

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