Appendix_6_Indian_Shores-Tiki_Gardens_100%_Plans.pdf

PINELLAS COUNTY

INDIAN SHORES/TIKI GARDENS BEACH ACCESS PAVING

PROJECT NO: 90018G1-A2

STATE OF

No.

PR

O

FESSIONAL ENGIN

EE

R

MA

TTHEW R. IVIE

FLORI'A

86205

19601 GULF BOULEVARD

INDIAN SHORES, FLORIDA 33785

PARCEL NO. 24-30-14-42912-006-0030

Pay Item No. Description Quantity Unit

ROADWAY / PARKING LOT PROJECTS

101-0100 MOBILIZATION 1 LS

102-1074 CHANNELIZING DEVICE- PEDESTRIAN LCD (LONGITUDINAL CHANNELIZING DEVICE), FDOT 102-600 31 LF

102-1655 BARRICADE, TYPE III, (TEMPORARY MOT), PER FDOT INDEX NO. 102-600 360 EA/DAY

104-10-3 SEDIMENT BARRIER 1,855 LF

104-15 SOIL TRACKING PREVENTION DEVICE 1 EA

104-18 INLET PROTECTION SYSTEMS 3 EA

110-0100-0009 CURB, REMOVAL 324 LF

110-0100-0010

ASPHALT-REMOVAL, INCLUDES ROADWAY, DRIVEWAY & PARKING LOTS REMOVAL, VARIABLE

THICKNESS 457 SY

110-0100-0011 PAVEMENT, CONCRETE REMOVAL, SIDEWALK, DRIVEWAYS, PADS 4" - 6" THICK 54 SY

120-0031 EXCAVATE, (DETENTION POND, MITIGATION AREA, CHANNEL &/OR DITCH) 301 CY

120-0036 EXCAVATION FOR ROADWAY AND BASE INSTALLATION 304 CY

160-0012 STABILIZATION, TYPE B, LBR 40, 12" MIN. THICKNESS 458 SY

204-1000 BASE,RECYCLED CONCRETE AGGREGATE, MINIMUM LBR 150, VARIABLE THICKNESS 76 CY

234-1250-000 SUPERPAVE ASPHALT BASE, TYPE B 12.5, VARIABLE THICKNESS 151 TN

334-3125-000 SUPERPAVE ASPHALT CONCRETE, TYPE SP 12.5, FINE, TRAFFIC LEVEL C, VARIABLE THICKNESS 897 TN 380-3490 MILLING EXISTING ASPHALT PAVEMENT, 2" THICKNESS OR LESS, FULL WIDTH 8,157 SY

110-4000 FENCE, REMOVAL, ALL TYPES 137 LF

520-1305-1012 CURB & GUTTER, CONCRETE, HEADER, PCED INDEX 1305 10 LF

520-2000-4000 CURB & GUTTER, CONCRETE, FDOT TYPE D 314 LF

522-1006 SIDEWALK, CONCRETE, REINFORCED, 6" MIN. THICKNESS 54 SY

527-2 DETECTABLE WARNING 142 SF

550-2121 FENCE, CHAIN LINK W/TOP RAIL, IN-KIND (4' HEIGHT) 197 LF

550-60-261 FENCE GATE, TYPE B, SINGLE, 0-6.0' OPENING BLACK VINYL COATED CHAIN LINK 2 EA

710-23-61 TRAFFIC STRIPE-SOLID,WHITE/BLACK/BLUE,6" 3,657 LF

710-25-241 TRAFFIC STRIPE SOLID, WHITE / BLACK 24" 64 LF

710-6 DIRECTIONAL ARROWS, PAINTED 10 EA

710-7 PAVEMENT MESSAGE, PAINTED 10 EA

810-1 WHEEL STOP, CONCRETE, IN-KIND 117 EA

810-3 WHEEL STOP, CONCRETE, IN-KIND, BLUE, ADA 7 EA

810-4 WHEEL STOP, CONCRETE,REMOVE AND RELOCATE 36 EA

810-5 WHEEL STOP, CONCRETE, REMOVE 30 EA

L-2 LANDSCAPING SHELL, 6" 259 CY

OTHER ITEMS

999-0000 DUMPSTER ENCLOSURE REPAIR 1 EA

999-0001 DUMPSTER ENCLOSURE WOOD PANELS AND GATE REPAIR 1 LS

999-0002 FLUME DESILT 3 EA

999-0003 TREE PROTECTION 2,328 LF

999-0004 WEED BARRIER 14,011 SF

999-0005 UNSPECIFIED 1 LS

TAMPA, FLORIDA

Feet 60300 15

MULTICORELINK:90018G1-A2-PLAN-9

MULTICORELINK:90018G1-A2-PLAN-10

MULTICORELINK:90018G1-A2-PLAN-11

MULTICORELINK:90018G1-A2-PLAN-12

MULTICORELINK:90018G1-A2-PLAN-13

MULTICORELINK:90018G1-A2-DEMO-4

MULTICORELINK:90018G1-A2-DEMO-5

MULTICORELINK:90018G1-A2-DEMO-6

MULTICORELINK:90018G1-A2-DEMO-7

MULTICORELINK:90018G1-A2-DEMO-8

20100 5

TAMPA, FLORIDA

MULTICORELINK:90018G1-A2-PLAN-11

MULTICORELINK:90018G1-A2-PLAN-12

MULTICORELINK:90018G1-A2-PLAN-13

MULTICORELINK:90018G1-A2-PLAN-10

TAMPA, FLORIDA

MULTICORELINK:90018G1-A2-PLAN-11

MULTICORELINK:90018G1-A2-PLAN-12

MULTICORELINK:90018G1-A2-PLAN-13

MULTICORELINK:90018G1-A2-PLAN-9

MULTICORELINK:90018G1-A2-PLAN-9

MULTICORELINK:90018G1-A2-PLAN-12

MULTICORELINK:90018G1-A2-PLAN-11

TAMPA, FLORIDA

MULTICORELINK:90018G1-A2-PLAN-12

MULTICORELINK:90018G1-A2-PLAN-13

MULTICORELINK:90018G1-A2-PLAN-9

MULTICORELINK:90018G1-A2-PLAN-10

MULTICORELINK:90018G1-A2-PLAN-13

TAMPA, FLORIDA

MULTICORELINK:90018G1-A2-PLAN-10

MULTICORELINK:90018G1-A2-PLAN-11

MULTICORELINK:90018G1-A2-PLAN-13

MULTICORELINK:90018G1-A2-PLAN-11

MULTICORELINK:90018G1-A2-PLAN-13

MULTICORELINK:90018G1-A2-PLAN-9

TAMPA, FLORIDA

MULTICORELINK:90018G1-A2-PLAN-11

MULTICORELINK:90018G1-A2-PLAN-12

MULTICORELINK:90018G1-A2-PLAN-9

MULTICORELINK:90018G1-A2-PLAN-10

MULTICORELINK:90018G1-A2-PLAN-11

I. SITE DESCRIPTION

A. CONSTRUCTION ACTIVITY

VARIES DEPENDING ON THE SPECIFIC SITE.

TO INCLUDE: MILL & RESURFACE, RESTRIPING, SIDEWALK AND CURB

REPAIR/REPLACEMENT, DRAINAGE DESILTING AND UTILITY

ADJUSTMENTS.

B. PROJECT LIMITS

FEDERAL SITE INFRASTRUCTURE REPAIR.

C. PROJECT DESCRIPTION

COUNTY WIDE CONTRACT FOR PAVING, ADA RAMP REPLACEMENT, SIDEWALK

REPLACEMENT, AND DRAINAGE STRUCTURE REPAIR.

D. MAJOR SOIL DISTURBING ACTIVITIES

CLEARING, GRUBBING, EXCAVATION, AND GRADING ACTIVITIES

E. TOTAL PROJECT AREA: 2.54 ACRES

TOTAL AREA TO BE DISTURBED: 2.40 ACRES

F. RUNOFF DATA

THE RUNOFF WILL NOT CHANGE IF NO IMPERVIOUS IS ADDED. IF IMPERVIOUS IS ADDED,

A PERMIT WILL BE OBTAINED BY THE COUNTY PRIOR TO CONSTRUCTION.

PRE-CONSTRUCTION (WEIGHED RUN-OFF COEFFICIENT,

OR CAN USE PRE-DEV. Q IN CFS)

POST-CONSTRUCTION (WEIGHTED RUN-OFF COEFFICIENT,

OR CAN USE POST-DEV. Q IN CFS)

G. SOIL DATA

VARIES (ATTACH USA-SCS SOILS MAP AND LEGEND WITH PROJECT AREA DELINEATED, OR

STATE SOIL TYPES)

H. DRAINAGE AREA (ATTACH DRAINAGE MAP OR PROVIDE DRAINAGE AREA IN ACRES)

VARIES

I. RECEIVING WATERS

THE RECEIVING BODY IS: GULF OF AMERICA

J. WETLANDS AREAS

WHEN WETLANDS ARE ENCOUNTERED, A PERMIT WILL BE OBTAINED BY THE COUNTY

PRIOR TO CONSTRUCTION.

II. CONTROLS

ALL CONTROLS SHALL BE CONSISTENT WITH PERFORMANCE STANDARDS FOR EROSION AND

SEDIMENT CONTROL AND STORM-WATER TREATMENT SET FORTH IN s.62-40.432, F.A.C., THE STATE

OF FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL, THE

APPLICABLE STORM-WATER OR ENVIRONMENTAL RESOURCE PERMITTING REQUIREMENTS OF THE

DEPARTMENT OR A WATER MANAGEMENT DISTRICT, THE GUIDELINES CONTAINED IN THE FLORIDA DEVELOPMENT MANUAL: A GUIDE TO SOUND LAND AND WATER MANAGEMENT (DEP, 1988) AND ANY

SUBSEQUENT AMENDMENTS.

A. SEQUENCE OF MAJOR ACTIVITIES

1. INSTALL E&S MEASURES AS DIRECTED BY ENGINEER.

2. STABILIZE, MAINTAIN, AND REPLACE E&S AS DIRECTED BY ENGINEER.

3. PERFORM WEEKLY INSPECTION OF E&S AND AFTER EVERY 12" RAINFALL

4. REMOVE ALL SEDIMENTS THAT HAVE MIGRATED OFF SITE AS DIRECTED BY THE ENGINEER.

5. WHEN CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE

EROSION PROTECTION DEVICES AND CONSTRUCTION ENTRANCE AS REQUIRED.

B. EROSION AND SEDIMENT CONTROL CONSTRUCTION ACTIVITIES

THE CONTRACTOR IS REQUIRED TO REVIEW THE SITE SPECIFIC EROSION CONTROL PLAN. THE

CONTRACTOR MAY ALSO BE REQUIRED TO MODIFY THE PLAN OR MATERIALS TO ADAPT TO

SEASONAL VARIATIONS OR SITE CONDITIONS. CONTRACTOR WILL COMPLY WITH E & S PLAN. ANY MODIFICATIONS TO THIS PLAN MUST BE SIGNED BY A PROFESSIONAL ENGINEER REPRESENTING THE CONTRACTOR. THE EROSION CONTROL DEVICES, DETAILS, AND NOTES APPLICABLE TO THESE

ACTIVITIES ARE SPECIFIED IN THE PLANS. THE PROJECT ENGINEER IS RESPONSIBLE FOR

DETERMINING IF ADDITIONAL CONTROLS ARE THE PROJECT ENGINEER MAY REQUIRE ADDITIONAL

CONTROLS TO MEET STANDARDS AND REGULATIONS.

PERFORM WEEKLY INSPECTION OF EROSION AND SEDIMENT CONTROLS AND AFTER EVERY 12"

RAINFALL

REMOVE ALL SEDIMENTS THAT HAVE MIGRATED OFF SITE AND RESTORE AFFECTED AREAS AS

DIRECTED BY THE ENGINEER

C. STABILIZATION PRACTICES

DURING CONSTRUCTION THE CONTRACTOR WILL PROVIDE STABILIZATION FOR AREAS WHICH HAVE

BEEN CLEARED AND NOT REWORKED WITHIN FOURTEEN (14) CALENDAR DAYS. THE CONTRACTOR

MAY UTILIZE TEMPORARY SEEDING OR TEMPORARY SODDING IN ACCORDANCE WITH SECTION 570

OF THE "FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION".

X TEMPORARY SODDING

X TEMPORARY GRASSING

X PERMANENT SODDING OR SEEDING

X PRESERVATION OF NATURAL RESOURCES

X BUFFER ZONES

D. STRUCTURAL PRACTICES

X SYNTHETIC BALES (LF)

X ARTIFICIAL COVERINGS/ ROLLED EROSION CONTROL PRODUCTS (SY)

X INLET PROTECTION SYSTEM (EA)

X LITTER REMOVAL AND DISPOSAL (AC)

X MOWING (AC)

SLOPE DRAINS (TEMPORARY)/ RUNOFF CONTROL STRUCTURES (LF)

X SOIL TRACKING PREVENTION DEVICE (EA)

X SEDIMENT BASINS/CONTAINMENT SYSTEMS (EA)

X SEDIMENT BASIN/ CONTAINMENT SYSTEM CLEANOUT (EA)

X FLOATING TURBIDITY BARRIER (LF)

X STAKED SILT FENCE (LF)

CHEMICAL TREATMENT - POWDERED (SY)

CHEMICAL TREATMENT (FLOC LOGS, DRUMS OF PRODUCT) (EA)

OTHER

E. DESCRIPTION OF STORM WATER MANAGEMENT

STORM WATER COLLECTION WILL BE PROVIDED FOR THE URBAN ROADWAY PORTION OF

THIS PROJECT WITHIN THE CLOSED COLLECTION AND TREATMENT SYSTEM. THE RURAL

SECTION WILL USE THE EXISTING ROADSIDE SWALES FOR CONVEYANCE AND TREATMENT.

EVENTUAL OUTFALL WILL REMAIN.

F. WASTE DISPOSAL

THE CONTRACTOR SHALL PROVIDE LITTER CONTROL AND COLLECTION WITHIN THE PROJECT

BOUNDARIES DURING CONSTRUCTION ACTIVITIES. ANY CHEMICAL CONTAINERS SHALL BE

DISPOSED OF BY THE CONTRACTOR ACCORDING TO EPA'S STANDARD PRACTICES AS DETAILED BY

THE MANUFACTURER. NO SOLID MATERIALS INCLUDING BUILDING & CONSTRUCTION MATERIALS

SHALL BE DISCHARGED TO WETLANDS OR BURIED ON SITE. ALL WASTE MATERIAL WILL BE

COLLECTED AND STORED IN DUMPSTERS PER LOCAL SOLID WASTE REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE DUMPSTER. THE DUMPSTER WILL BE EMPTIED A MINIMUM OF TWICE A WEEK OR MORE OFTEN IF NECESSARY, AND THE TRASH

WILL BE HAULED TO THE APPROPRIATE COUNTY LOCATION FOR DUMPING.

G. OFFSITE VEHICLE TRACKING

STABILIZED CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO HELP REDUCE VEHICLE

TRACKING OF SEDIMENTS AND INSPECTED/MAINTAINED DAILY. THE PAVED STREETS WILL BE

CLEANED AS DIRECTED BY THE CONSTRUCTION INSPECTOR AND ENGINEER TO REMOVE ANY

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

OR TO THE SITE WILL BE COVERED WITH A TARPAULIN AT ALL TIMES.

H. SANITARY WASTE

FDOT STANDARD SPEC. FOR ROAD AND BRIDGE CONSTRUCTION" SECTION 7 - 6 "SANITARY

PROVISIONS. "THE CONTRACTOR SHALL PROVIDE AND MAINTAIN, IN A NEAT AND SANITARY

CONDITION, SUCH ACCOMMODATION FOR THE USE OF HIS EMPLOYEES AS ARE NECESSARY TO

COMPLY WITH THE REQUIREMENTS AND REGULATIONS OF THE STATE AND LOCAL BOARDS OF

HEALTH. COMMIT NO PUBLIC NUISANCE."

I. HAZARDOUS WASTE

THE CONTRACTOR WILL IMMEDIATELY NOTIFY THE COUNTY IN WRITING IF ANY HAZARDOUS WASTE

MATERIAL IS ENCOUNTERED DURING SITE INVESTIGATION OR CONSTRUCTION.

THE CONTRACTOR WILL ALSO BE RESPONSIBLE FOR NOTIFYING THE FLORIDA DEPARTMENT OF

ENVIRONMENTAL PROTECTION (FDEP) WITHIN 24 HOURS OF THE DISCOVERY.

ALL HAZARDOUS WASTE MATERIALS, IF ENCOUNTERED, WILL BE DISPOSED OF IN THE MANNER

SPECIFIED BY LOCAL, STATE, AND FEDERAL REGULATIONS. THE CONTRACTOR WILL BE

RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE FOLLOWED.

IN CASE OF DISPOSING ANY HAZARDOUS WASTE MATERIAL FOLLOWING LOCAL, STATE, AND

FEDERAL REGULATIONS, A COPY OF DISPOSAL MANIFEST HAS TO BE PROVIDED TO THE COUNTY IN

TIMELY FASHION.

PERMITTEE CERTIFICATION

I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING

VIOLATIONS.

MATTHEW R. IVIE, P.E., ENGINEER OF RECORD DATE

CONTRACTOR 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.

GENERAL CONTRACTOR NAME & TITLE DATE

COMPANY NAME .

COMPANY STREET ADDRESS .

CITY, STATE, ZIP CODE .

J. WATER QUALITY MONITORING (MIXING ZONES)

THE WATER THAT WILL BE SAMPLED FOR STATE WATER QUALITY STANDARDS FOR CONSTRUCTION

ACTIVITIES PROHIBIT A TURBIDITY INCREASE OF GREATER THAN 29 NTU'S ABOVE AMBIENT

CONDITIONS AT THE COMPLIANCE LOCATION OF THE MIXING ZONES. TO MAINTAIN THIS STANDARD, TURBIDITY MONITORING SHALL OCCUR DURING ALL IN-WATER CONSTRUCTION ACTIVITIES AT EACH

COMPLIANCE AND BACKGROUND STATION. THE FOLLOWING PROCEDURE SHALL BE USED:

FREQUENCY: TWICE A DAY, AT LEAST 4 HOURS APART DURING FREQUENCY OF ACTUAL

CONSTRUCTION OPERATIONS.

LOCATIONS: ALL STATIONS SHALL BE SAMPLED AT 2 FEET ABOVE LOCATIONS THE BOTTOM, AT MID-DEPTH, AND AT THE SURFACE, OR AS DIRECTED BY PERMITTING AGENCIES. IF WATER IS

LESS THAN THREE FEET DEEP, ONLY MID-DEPTH SAMPLES ARE REQUIRED.

BACKGROUND: 500 FEET UP-CURRENT FROM THE CONSTRUCTION BACKGROUND ACTIVITY AND

OUTSIDE OF ANY TURBIDITY PLUME FROM THE CONSTRUCTION ACTIVITY.

COMPLIANCE: 300 FEET DOWN CURRENT FROM THE CONSTRUCTION COMPLIANCE ACTIVITY WITHIN

ANY VISIBLE TURBIDITY PLUME, OR AS DIRECTED BY PERMITTING AGENCIES.

METHOD: ALL SAMPLES SHALL BE COLLECTED ON SITE VIA GRAB METHOD AND TURBIDITY READ, USING A PROPERLY CALIBRATED TUBIDIMETER ON SITE, TAKING 3 READINGS AT EACH SITE.

REPORTING: ALL MONITORING DATA SHALL BE SUBMITTED WITHIN ONE REPORTING WEEK OF

ANALYSIS WITH DOCUMENTS CONTAINING THE FOLLOWING INFORMATION:

1. PERMIT NUMBER

2. DATES OF SAMPLING AND ANALYSIS

3. LOCATION OF SAMPLE (I.E., STATION AND WATER COLUMN LOCATION)

4. A STATEMENT DESCRIBING THE METHODS USED IN COLLECTION, HANDLING,

5. STORAGE, AND ANALYSIS OF THE SAMPLES

6. SAMPLE RESULTS

7. A MAP INDICATING THE SAMPLING LOCATIONS

8. STATEMENT, BY THE INDIVIDUAL RESPONSIBLE FOR IMPLEMENTATION OF THE SAMPLING PROGRAM, CONCERNING THE AUTHENTICITY, PRECISION, LIMITS OF DETECTION AND ACCURACY OF DATA.

MONITORING REPORTS SHALL INCLUDE INFORMATION ON THE GENERAL ANTECEDENT WEATHER

CONDITIONS.

IF MONITORING REVEALS VIOLATIONS OF THE STATE WATER QUALITY STANDARD FOR TURBIDITY, CONSTRUCTION ACTIVITIES SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL CORRECTIVE

MEASURES HAVE BEEN TAKEN AND TURBIDITY HAS RETURNED TO ACCEPTABLE LEVELS. ANY

SUCH OCCURRENCE SHALL ALSO BE IMMEDIATELY REPORTED TO THE REGULATORY AGENCIES. IN

THE EVENT THAT STATE WATER QUALITY STANDARDS ARE NOT ATTAINED, THE CONTRACTOR

SHALL IMPLEMENT A CONTINGENCY PLAN WHICH COMPLIES WITH THE PROJECT SWFWMD/FDEP

ERP AND PINELLAS COUNTY NPDES REQUIREMENTS AT NO ADDITIONAL COST TO THE COUNTY.

ANY FINES SHALL BE RESPONSIBILITY OF THE CONTRACTORS.

K. APPROVED STATE, LOCAL PLANS, OR STORM WATER PERMITS

NONE

III. MAINTENANCE

A. ALL OF THE CONTROLS SHALL BE MAINTAINED AT ALL TIMES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTION AND MAINTENANCE OF ALL

PERMANENT AND TEMPORARY EROSION CONTROL DEVICES THROUGHOUT ALL CONSTRUCTION

PHASES OF THE PROJECT. MAINTENANCE SHALL BE IN ACCORDANCE WITH THE STATE OF FLORIDA

EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL, PINELLAS COUNTY

"STANDARD TECHNICAL SPECIFICATIONS FOR ROADWAY AND RELATED CONSTRUCTION", AND THE

PROJECT CONSTRUCTION CONTRACT.

B. INSPECTION

THE COUNTY INSPECTOR SHALL BE RESPONSIBLE FOR COMPLETING THE PINELLAS COUNTY

NPDES / SWPPP CONSTRUCTION INSPECTION REPORT AFTER ANY 12" RAINFALL OR WEEKLY, IF NO RAIN EVENT OCCURRED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN RAIN GAUGES ON

THE PROJECT SITE AND RECORD WEEKLY RAIN FALL. THE COUNTY INSPECTOR SHALL NOTIFY

PINELLAS COUNTY DIVISION OF ENVIRONMENTAL MANAGEMENT OF ANY NON-COMPLIANCE PER

SECTION 58-244 TO 246 OF THE PINELLAS COUNTY CODE.

C. NON-STORM WATER DISCHARGES

IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES MAY OCCUR FROM THE

SITE DURING THE CONSTRUCTION PERIOD:

· WATER FROM WATER LINE FLUSHING

· PAVEMENT WASH WATERS (WHERE NO SPILL OR LEAKS OF VEHICLE AND HAZARDOUS

MATERIALS HAVE OCCURRED)

· UNCONTAMINATED GROUNDWATER FROM DE-WATERING ACTIVITIES

ALL NON-STORM WATER DISCHARGES SHOULD BE CONTAINED ON SITE AND DIRECTED TO

SEDIMENT TREATMENT BMPs. UNTREATED OFF SITE DISCHARGES WILL BE REPORTED TO THE

COUNTY INSPECTOR AND PINELLAS COUNTY DIVISION OF ENVIRONMENTAL MANAGEMENT FOR

FURTHER INVESTIGATION. IF CONTAMINATED SOIL OR GROUNDWATER IS ENCOUNTERED,

DEWATERING SHOULD CEASE IMMEDIATELY AND THE ENGINEER WILL BE CONTACTED.

D. MATERIAL MANAGEMENT PRACTICES

THE FOLLOWING ARE THE MATERIAL HANDLING PRACTICES THAT WILL BE USED TO REDUCE THE

RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM

WATER RUNOFF:

1. THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ON-SITE

DURING THE CONSTRUCTION PROJECT.

· STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB ON SITE.

· ALL MATERIALS STORED ON SITE SHALL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR

ORIGINAL MANUFACTURER'S LABELED CONTAINERS UNDER A ROOF OR OTHER CONTAINED

ENCLOSURE.

· SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE

MANUFACTURER.

· WHENEVER POSSIBLE, ALL OF A PRODUCT SHALL BE USED BEFORE DISPOSING OF THE

CONTAINER. MANUFACTURERS' RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL

BE FOLLOWED.

· THE SITE SUPERINTENDENT SHALL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL

OF MATERIALS ON-SITE.

2. THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH

HAZARDOUS MATERIALS.

· PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RE-SEALABLE.

· SECONDARY CONTAINMENT SHALL BE PROVIDED FOR ALL OPENED CONTAINERS. ORIGINAL

LABELS AND MATERIAL SAFETY DATA SHALL BE KEPT ON-SITE ON THE CONSTRUCTION

OFFICE TRAILER.

· IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS OR LOCAL STATE

RECOMMENDED METHODS OF PROPER DISPOSAL SHALL BE FOLLOWED.

· THE CONTRACTOR MUST IDENTIFY A DESIGNATED FUEL TANK STORAGE AREA, AWAY FROM

DRAINAGE STRUCTURES, PONDS, BASINS, AND WETLANDS, WITH SECONDARY CONTAINMENT

(SPILL COLLECTION).

3. CONCRETE TRUCKS

· CONTRACTOR SHALL DESIGNATE AN AREA AWAY FROM DRAINAGE STRUCTURES, PONDS,

BASINS, AND WETLANDS FOR DISCHARGE OF SURPLUS CONCRETE OR DRUM WASH WATER

AND SHALL INSTALL A CONTAINMENT BERM AROUND THIS AREA TO PREVENT RUNOFF TO THE

REMAINDER OF THE SITE.

· HARD DEBRIS SHALL BE DISPOSED OF BY CONTRACTOR UPON COMPLETION OF THE PROJECT.

· DISPOSAL OF CONCRETE SLURRY DIRECTLY INTO PUBLIC DRAINAGE SYSTEMS IS A VIOLATION

OF THE "ILLICIT DISCHARGE" PROVISION OF THE PINELLAS COUNTY LAND DEVELOPMENT

CODE AND SECTION 58-244 OF THE PINELLAS COUNTY CODE.

· SECTION 58-239 OF THE PINELLAS COUNTY CODE AUTHORIZES PENALTIES OF UP TO

$10,000.00 FOR EACH OFFENSE.

4. SPILL CONTROL PRACTICES

IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIALS MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR

SPILL PREVENTION AND CLEANUP.

· MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED

AND SITE PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF

THE INFORMATION CLEANUP SUPPLIES.

· ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.

· THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE

PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS

SUBSTANCE.

· SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE

OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE.

· THE SPILL PREVENTION PLAN WILL BE PREPARED BY THE CONTRACTOR AND KEPT IN THE

CONSTRUCTION OFFICE TRAILER AND WILL INCLUDE MEASURES TO PREVENT THIS TYPE OF

SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE ARE OTHERS. A

DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE

INCLUDED. ALL SPILLS AND RESPONSES WILL BE REPORTED TO THE APPROPRIATE AGENCY.

· THE SITE SUPERINTENDENT WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR.

HE WILL DESIGNATE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND

CLEANUP TRAINING. THESE INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A

PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL

PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IN THE OFFICE TRAILER

ON SITE.

· USE AND CHARACTERISTICS OF FUEL OR CHEMICAL STORAGE TANK ON SITE SHALL COMPLY

WITH ALL RELATED FEDERAL, STATE, AND LOCAL REGULATIONS. STORAGE TANKS MUST BE

LOCATED AS FAR AS POSSIBLE FROM ANY DRAINAGE STRUCTURES, DITCHES, AND/OR

SURFACE WATERS. IN ADDITION, THE CONTRACTOR MUST PROVIDE A SECONDARY

CONTAINMENT WITH A LINER CHEMICALLY RESISTANT TO THE FUEL OR CHEMICAL STORED ON

SITE. THE SECONDARY CONTAINMENT MUST BE SIZED TO CONTAIN MINIMUM OF ONE AND A

HALF TIME THE TOTAL CAPACITY OF STORAGE TANK BEING USED. CONTRACTOR HAS TO

PROVIDE A DAILY INSPECTION LOG FOR THE SECONDARY CONTAINMENT WITH INDICATION OF

DATE, INSPECTORS NAME AND INSPECTION REPORT. FURTHERMORE, ANY CONTAMINATION

HAS TO BE IMMEDIATELY CONTAINED AND THE COUNTY INSPECTOR MUST BE NOTIFIED OF

THE NATURE AND EXTEND OF THE CONTAMINATION.

PERMITTEE CERTIFICATION

I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING POSSIBILITY OF FINE AND IMPRISONMENT FOR KNOWING

VIOLATIONS.

MATTHEW R. IVIE, P.E., ENGINEER OF RECORD DATE

CONTRACTOR 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.

GENERAL CONTRACTOR NAME & TITLE DATE

COMPANY NAME

COMPANY STREET ADDRESS

CITY, STATE, ZIP CODE

80400 20

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AREA

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Feet 40200 10

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Feet

EXIST. SIDEWALK TO REMAIN EXIST. ADA SIGNS TO REMAIN

PRECAST WHEEL STOP (TYP)

60°

WHITE

BL

U

E BL

U

E

5' 6" 6"

2" 6" 6"

2"

BL

U

E W H

IT

E

6" 6" 2"

EDGE OF PAVEMENT

#4 BAR

18" DEEP

72"

7"

24"

2"

5"

3"

1'-6"

6"

EXIST. CONCRETE U-BLOCK

1"X6" P.T. PINE BOARD &

BATTEN 11

2" LAP. FASTEN

TO FIRRING STRIP W/ 11

2"

GALV. RING SHANK NAILS.

EXIST. 8" CMU

EXIST. 8" CMU

BOARD & BATTEN SIDING,

STAIN TO MATCH BUILDING

COLOR TO BE APPROVED BY

PARK DEPT.

EXIST. CONCRETE SLAB

FORMED ALUMINUM COPING,

.0625 INCHES THICK,

PAINT TO MATCH SIDING

2"X10" P.T. PINE

CAP. FASTEN

TO CMU W/2 12" RED-HEAD

MASONRY SCREWS

CONTINUOUS ALUMINUM

CLEAT EACH SIDE

EXIST.

CONCRETE

U-BLOCK

EXIST. 8" CMU

HJR, 16" O.C. VERTICAL

1 12"X1

2" P.T. PINE

FIRRING STRIP

@ 24" O.C.

1"X6" P.T. PINE BOARD & BATTEN SIDING

VERTICAL 11

2" LAP. FASTENER W/ 1 12"

GALV. RING SHANK NAILS. STAIN BOARDS

TO MATCH BUILDING

2" X 2" X 3/16" THICK

ANGLE IRON FRAME

STANLEY MASONRY

HINGE 1297.

OR APPROVED EQUAL

EXIST.

CONCRETE BLOCK

DUMPSTER ENCLOSURE

BOARD & BATTEN

SIDING

1" X 6" PTP WOOD GATE PANELS

1" X 2" TPT WOOD TRIM

2" X 2" X 3

16 THK ANGLE CROSS BAR

STANLEY MASONRY

HINGE 1297.

OR APPROVED EQUAL

EXIST. CONCRETE BLOCK

DUMPSTER ENCLOSURE

2" X 2" X 3

16" THICK

ANGLE IRON FRAME

HINGE RE:

6/C-10

HASP WITH

LOCK TO BE

SELECTED BY

PINELLAS CO.

WOOD GATE

RE: 6/C-10

TAMPA, FLORIDA

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