10:19:15 AM c:\pww\kca_prod\d0178987\KeySheet01.dgnckitchner 8/6/2026

PENSACOLA

CHIPLEY

TALLAHASSEE

JACKSONVILLE

GAINESVILLE

OCALA

DELAND

TAMPA

LAKELAND

ORLANDO

BARTOWST PETERSBURG

SARASOTA -

BRADENTON

FT PIERCE

FT MYERS

FT LAUDERDALE

MIAMI

NAPLES

KEY WEST

DAYTONA BEACH

ST AUGUSTINECITY

PANAMA

BEACH

WALTON

FORT

T U

R N P

IK

E

BEACH

WEST PALM

CITY

LAKE

COCOA

MELBOURNE -

F

LO

R

ID

A 'S

NEW PORT RICHEY

PUBLIC WORKS DEPARTMENT

CITY OF FORT MYERS

LEE COUNTY

HAVE CHANGED DUE TO REPRODUCTION

NOTE: THE SCALE OF THESE PLANS MAY

PROJECT MANAGER:

CITY OF FORT MYERS

ENGINEER OF RECORD:

STRUCTURES PLANS

PROJECT LOCATION

N

NO.

SHEET

YEAR

FISCAL

CANAL ARMORING PLANS

T H

E

O F

F I

C I

A L

R

C O

D

T

I

S

E E

T

E C

T R

O N

C

G I

T A

L

Y

G N

N

A L

U

D

L E

G

A

C

C-1

AND JOHN YARBROUGH LINEAR PARK TRAIL

ARMORING ALONG TEN MILE CANAL

VENDOR No. 59-1677145

(239) 278-5999

FORT MYERS, FLORIDA 33912

13461 PARKER COMMONS BLVD., STE. 104

KISINGER CAMPO AND ASSOCIATES CORP.

P.E. No.: 96964

JOHN H. JOHNSON, P.E.

CARL KARAKOS

https://www.google.com/maps/@26.5966557,-81.8541527,17z

GOVERNING STANDARD SPECIFICATIONS:

http://www.fdot.gov/programmanagement/Implemented/SpecBooks for Road and Bridge Construction at the following website:

Standard SpecificationsFY2026-27Florida Department of Transportation, GOVERNING STANDARD PLANS:

Component

Standard Plans for Bridge Construction are included in the Structures Plans following website: http://www.fdot.gov/design/standardplans

Standard Plans for Road Construction and associated IRs are available at the

Bridge Construction and applicable Interim Revisions (IRs).

Standard Plans for Road and2026-27Florida Department of Transportation, FY

SHEET NO. SHEET DESCRIPTION

C-9

C-8

C-7

C-6

C-5

C-4

C-3

C-2

C-1

STORMWATER POLLUTION PREVENTION PLAN (2 OF 2)

STORMWATER POLLUTION PREVENTION PLAN (1 OF 2)

CANAL ARMORING DETAILS

PLAN (2 OF 2)

PLAN (1 OF 2)

GENERAL NOTES

SUMMARY OF QUANTITIES

SIGNATURE SHEET

KEY SHEET

INDEX OF CANAL ARMORING PLANS

DATE DESCRIPTION

REVISIONS

NO.

SHEET

c:\pww\kca_prod\d0178987\SIGNST01.dgnlmartinez 8/24/2026 1:18:42 PM Default

DESCRIPTION

DESCRIPTION

CITY OF FORT MYERS

AND JOHN YARBROUGH LINEAR PARK TRAIL

ARMORING ALONG TEN MILE CANALKISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

Ste. 104 13461 Parker Commons Blvd., Engineer of Record: John H. Johnson

P.E. No.: 96964

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

C-2

SIGNATURE SHEET

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

ON THE DATE ADJACENT TO THE SEAL

SIGNED AND SEALED BY

THIS ITEM HAS BEEN DIGITALLY

ON ANY ELECTRONIC COPIES.

SIGNATURE MUST BE VERIFIED

STATE OF

No 93234

STATE OF

No 96964

ESNECIL

E

NI

GNE LANOI

SS

E

F O

R P

A

DIROL

F

SHEET NO. SHEET DESCRIPTION

THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

John H. Johnson, PE No. 96964

Fort Myers, FL 33912

Ste. 104

13461 Parker Commons Blvd., Kisinger Campo & Associates Corp.

C-7

C-6

C-5

C-4

C-3

C-2

C-1

CANAL ARMORING DETAILS

PLAN (2 OF 2)

PLAN (1 OF 2)

GENERAL NOTES

SUMMARY OF QUANTITIES

SIGNATURE SHEET

KEY SHEET

SHEET NO. SHEET DESCRIPTION

THE FOLLOWING SHEETS IN ACCORDANCE WITH RULE 61G15-23.004, F.A.C.

THE ABOVE NAMED PROFESSIONAL ENGINEER SHALL BE RESPONSIBLE FOR

C-9

C-8

C-2

STORMWATER POLLUTION PREVENTION PLAN (2 OF 2)

STORMWATER POLLUTION PREVENTION PLAN (1 OF 2)

SIGNATURE SHEET

Courtney J. Richards, PE No. 93234

Fort Myers, FL 33912

Ste. 104

13461 Parker Commons Blvd., Kisinger Campo & Associates Corp.

ESNECI

L

S D

R

A

HCIR .J YENT

R

U O

C

R E

E

NI

GNE LANOI

S

S E

F O

R P

A

DIRO

L F

N

OS

NHOJ .H N

OJ

c:\pww\kca_prod\d0178987\B1SumOfQuantities01.dgnjjohnson2 5/8/2026 2:59:22 PM Default

DESCRIPTION

ARMORING ALONG TEN MILE CANAL

T H

E O

F F

I C

I A

L R

E C

O R

D O

F T

H I S

S H

E E

T I

S T

H E

E L

E C

T R

O N

I C

F I L

E D

I G

I T

A L

L Y

S I G

N E

D A

N D

S E

A L

E D

U N

D E

R R

U L

E

G

.0

F

.A .C

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

Ste. 104 13461 Parker Commons Blvd., Engineer of Record: John H. Johnson

P.E. No.: 96964 C-3

SUMMARY OF

QUANTITIES

18931893SYFABRIC FORMED CONCRETE RIPRAP920-530

254.6254.6TNBEDDING STONE530-74

SLOPE PROTECTION

741741LFFLOATING TURBIDITY BARRIER104-11

125125LFSEDIMENT BARRIER104-10-3

EROSION CONTROL

FPFP REMARKS

CONSTRUCTION

NOTES

DESIGNTOTALQUANTITY

UNITLOCATIONPAY ITEM DESCRIPTION

NO.

PAY ITEM

SECTION

SUMMARY OF CANAL ARMORING QUANTITIES

c:\pww\kca_prod\d0178987\B1GeneralNotes01.dgnckitchner 8/10/2026 9:31:34 AM Default

DESCRIPTION

ARMORING ALONG TEN MILE CANAL

T

F I

C I

C O

E E

T

E C

T R

O N

C

G I

T A

L

Y

G N

A L

D

L E

G

A

C

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

Ste. 104 13461 Parker Commons Blvd., Engineer of Record: John H. Johnson

P.E. No.: 96964 C-4

GENERAL NOTES

DESIGN SPECIFICATIONS

GOVERNING STANDARDS AND CONSTRUCTION SPECIFICATIONS

VERTICAL DATUM

MATERIALS

DEV531FF.

SPECIFICATIONS EQUIVALENT TO FDOT DEVELOPMENTAL SPECIFICATIONS

REVIEW AND APPROVAL, INCLUDING MANUFACTURER DATA SHEETS AND

2. SUBMIT PROPOSED FABRIC FORMED CONCRETE RIPRAP MATERIAL FOR

RECOMMENDATIONS.

SHALL BE INSTALLED IN ACCORDANCE WITH APPROVED MANUFACTURER

1. MATERIALS MEETING THE REQUIREMENTS OF THE CONTRACT DOCUMENTS

PLAN DIMENSIONS

HORIZONTALLY OR VERTICALLY UNLESS OTHERWISE NOTED.

ALL DIMENSIONS IN THESE PLANS ARE MEASURED IN FEET EITHER

UTILITIES

447515-1-54-01.

FOR DISPOSITION OF UTILITIES SEE THE ROADWAY PLANS FOR FPID

SHEETS. LOCATIONS OF UTILITIES, SHOWN IN THE PLANS ARE APPROXIMATE.

FOR PLAN LOCATIONS OF EXISTING UTILITIES, SEE PLAN AND ELEVATION

PAY ITEM NOTES

1988 (NAVD 88).

ELEVATIONS ARE ACCORDING TO NORTH AMERICAN VERTICAL DATUM OF

POLLUTION CONTROL:

FLORIDA CURRENT).

MANUAL (FDEP, NONPOINT SOURCE MANAGEMENT SECTION, TALLAHASSEE,

FLORIDA STORMWATER, EROSION, AND SEDIMENTATION CONTROL INSPECTOR

DESIGNER AND REVIEWER MANUAL (FDOT AND FDEP, CURRENT) AND THE

DESCRIBED IN THE STATE OF FLORIDA EROSION AND SEDIMENT CONTROL

MAINTAINED IN ACCORDANCE WITH THE GUIDELINES AND SPECIFICATIONS

CONTROL BEST MANAGEMENT PRACTICES SHALL BE INSTALLED AND

OF WORK PER FDOT SPECIFICATION SECTION 104. EROSION AND SEDIMENT

2. SUBMIT A STORMWATER POLLUTION PREVENTION PLAN FOR THIS PROJECT SCOPE

CANAL. REMOVE ANY MATERIALS FALLING INTO THE CREEK IMMEDIATELY.

1. DO NOT ALLOW, AT ANY TIME, DISCHARGE OR MATERIALS TO FALL INTO THE

ROADWAY DESIGN BULLETINS.

4. FDOT DESIGN MANUAL DATED JANUARY 2026 AND SUBSEQUENT

2009 WITH 2015 INTERIMS.

GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES,

OFFICIALS (AASHTO) LOAD AND RESISTANCE FACTOR DESIGN (LRFD)

3. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION

BRIDGE DESIGN SPECIFICATIONS, 10TH EDITION.

OFFICIALS (AASHTO) LOAD AND RESISTANCE FACTOR DESIGN (LRFD)

2. AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION

STRUCTURES DESIGN BULLETINS.

1. FDOT STRUCTURES MANUAL DATED JANUARY 2026 AND SUBSEQUENT

AMENDED BY CONTRACT DOCUMENTS.

STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AS

AND REVISED INDEX DRAWINGS AS APPENDED HEREIN, AND FY 2026-27

FLORIDA DEPARTMENT OF TRANSPORTATION, FY 2026-27 STANDARD PLANS

FOR THE ASSOCIATED BID ITEM.

INDIVIDUAL BID ITEMS SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE

3. PAYMENT FOR INCIDENTAL ITEMS NOT SPECIFICALLY COVERED IN THE

FORMED CONCRETE RIPRAP.

INCIDENTAL TO THE UNIT COST OF PAY ITEM NUNBER 920-530, FABRIC

2. THE COST OF EMBANKMENT FILL FOR SLOPE GRADATION IS CONSIDERED

COST OF PAY ITEM NUMBER 920-530, FABRIC FORMED CONCRETE RIPRAP.

1. THE COST OF FILTER FABRIC IS CONSIDERED INCIDENTAL TO THE UNIT

c:\pww\kca_prod\d0178987\B0MiscDet_FabricFormed_01.dgnjjohnson2 5/8/2026 2:59:56 PM CANAL ARMORING DETAILS

DESCRIPTION

ARMORING ALONG TEN MILE CANAL

T H

E O

F F

I C

I A

L R

E C

O R

D O

F T

H I S

S H

E E

T I

S T

H E

E L

E C

T R

O N

I C

F I L

E D

I G

I T

A L

L Y

S I G

N E

D A

N D

S E

A L

E D

U N

D E

R R

U L

E

G

.0

F

.A .C

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

Ste. 104 13461 Parker Commons Blvd., Engineer of Record: John H. Johnson

P.E. No.: 96964

CANAL ARMORING DETAILS

C-7

MIN.

2'-0"

MIN.

2'-0"

M I N

MIN.

2'-0"

MIN.

2'-0"

M I N

EXISTING GROUNDLINE

EXISTING GROUNDLINE

FILTER FABRIC

FABRIC-FORMED CONCRETE RIPRAP (TYP.)

BY MANUFACTURER

OR AS SPECIFIED

BEDDING STONE

BY MANUFACTURER

OR AS SPECIFIED

BEDDING STONE

TYPICAL SECTION

FPID: 447515-1-54-01

CONSTRUCTED UNDER

FRONT FACE MSE WALL

FPID: 447515-1-54-01

CONSTRUCTED UNDER

MSE WALL LEVELING PAD

DHW 13.58'

NWL 12.00'

:1

NOTES:

1. INSTALL FABRIC-FORMED CONCRETE MATTRESS PER MANUFACTURER'S RECOMMENDATIONS.

2. FILTER FABRIC IS TO BE TYPE D-5 GEOTEXTILE FABRIC, OR AS APPROVED BY MANUFACTURER.

DATE DESCRIPTION

T H

E O

F F

I C

I A

L R

E C

O R

D O

F T

H I S

S H

E E

T I

S T

H E

E L

E C

T R

O N

I C

F I L

E D

I G

I T

A L

L Y

S I G

N E

D A

N D

S E

A L

E D

U N

D E

R R

U L

E

G

.0

F

.A .C c:\pww\kca_prod\d0179726\SWPPRD01.dgnjjohnson2 5/8/2026 2:59:57 PM Default

DESCRIPTION

ARMORING ALONG TEN MILE CANAL

C-8

STORMWATER POLLUTION

PREVENTION PLAN (1)

SEDIMENT BARRIERS SHALL BE USED AROUND THE PERIMETER OF STOCKPILE AREAS.(II.A.2)

THAN 7 DAYS AFTER ANY CONSTRUCTION ACTIVITY CEASES EITHER TEMPORARILY OR PERMANENTLY.

IN PORTIONS OF THE PROJECT WHERE CONSTRUCTION ACTIVITIES HAVE CEASED, BUT NO LATER

PER SECTION 5.4 OF THE NPDES CGP, STABILIZATION SHALL TAKE PLACE AS SOON AS PRACTICAL (II.A.1.)

(II.A.) SEDIMENT AND EROSION CONTROLS

II. CONTROLS:

CONSTRUCTION ACTIVITIES SHALL NOT MODIFY OR AFFECT THE EXISTING OFFSITE FLOW PATTERNS.

DISTURBANCE AND AREAS TO BE STABILIZED. UNLESS OTHERWISE APPROVED BY THE PERMITS, THE

THE CROSS SECTION SHEETS AND PLAN SHEETS PROVIDE THE APPROXIMATE SLOPE, AREAS OF SOIL

DRAINAGE DISCHARGES TO EXISTING ROADSIDE SWALES AND/OR DITCHES AND THE TEN MILE CANAL. (I.G.1.)

STORMWATER MANAGEMENT (EXISTING/PROPOSED)(I.G.)

THERE ARE NO PROPOSED WETLAND IMPACTS.

CANAL.

THE STORMWATER RUNOFF WITHIN THE PROJECT LIMITS WILL GENERALLY SHEETFLOW TO THE EXISTING TEN MILE

(I.F) RECEIVING WATERS:

EROSION CONTROL PLAN.

THE SITE MAP SHALL BE COMPRISED OF THE CONSTRUCTION PLANS AND THE CONTRACTOR'S SITE-SPECIFIC

SITE MAP:(I.E.)

DISSOLVED OXYGEN3258G1TEN MILE CANAL

PARAMETER(S) OF CONCERN FOR 303(d) LISTINGWBIDBASIN

THE PROJECT SHEETFLOWS INTO THE FOLLOWING BASINS:

THE EXISTING TEN MILE CANAL.

THE PROJECT ALONG JOHN YARBROUGH LINEAR PARK IS CONTAINED IN ONE BASIN. THE PROJECT SHEETFLOWS TO

BASIN INFORMATION:

REFERENCE: USDA SOIL SURVEY OF LEE COUNTY FLORIDA

0.25' - 1.5'A/D102 - BOCA FINE SAND-URBAN LAND COMPLEX, 0 TO 2 PERCENT SLOPES

0.25' - 1.5'B/D64 - HALLENDALE WET-URBAN LAND COMPLEX, 0 TO 2 PERCENT SLOPES

DEPTH TO SHWEHYDROLOGIC GROUPSOIL TYPE

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

Ste. 104 13461 Parker Commons Blvd., P.E. No.: 93234

Engineer Of Record: Courtney Richards

IN GENERAL, THE SOILS ARE:

IS DISTURBED DURING CONSTRUCTION AND THE REMAINING AREA IS EXISTING IMPERVIOUS.

THE RUN-OFF COEFFICIENT FOR Cw (D) IS CALCULATED ASSUING THAT THE MAXIMUM ALLOWABLE AREA OF SOIL

Cw (A) = 0.68Cw (D) = 0.40Cw (B) = 0.35

WEIGHTED COEFFICIENTS:

DISTURBED AREAS, EXPOSED SOIL, ETC., DURING CONSTRUCTION: C = 0.40

IMPERVIOUS PATHWAY: C = 0.95

GRASSED AREAS ADJACENT TO PATHWAY: C = 0.35

RUNOFF COEFFICIENTS FOR:

RUNOFF COEFFICIENTS BEFORE Cw (B), DURING Cw (D) AND AFTER Cw (A) CONSTRUCTION.

RUNOFF DATA: (I.D.)

TOTAL AREA TO BE DISTURBED: 0.4 ACRES.

TOTAL PROJECT AREA: 0.4 ACRES.

PROJECT AREA ESTIMATES:(I.C.)

MORE FREQUENT MAINTENANCE AND LIMITING EFFECTIVENESS OF EROSION AND SEDIMENT CONTROLS.

ADDITIONAL FLOW, IF NOT DIVERTED, CAN ADD VOLUME AND SIZE TO STRUCTURAL PRACTICES, REQUIRING

OFFSITE RUNOFF SHOULD BE DIVERTED AWAY OR THROUGH THE CONSTRUCTION AREA, IF POSSIBLE. THIS(I.B.4.)

OF CONSTRUCTION.

THE CONTRACTOR WILL PROVIDE POLLUTION CONTROL BY IMPLEMENTING DUST CONTROL DURING ALL PHASES(i.B.3.)

TIME CONSTRUCTION ACTIVITIES TO LIMIT IMPACT FROM SEASONAL CHANGES OR WEATHER EVENTS.(I.B.2.)

ARE STABILIZED AND PERMANENT VEGETATION IS ESTABLISHED.

ANY OTHER CONSTRUCTION ACTIVITIES. REMOVE PERIMITER CONTROLS ONLY AFTER ALL UPSTREAM AREAS

FOR EACH CONSTRUCTION PHASE, INSTALL PERIMETER CONTROLS PRIOR TO CLEARING AND GRUBBING OR(I.B.1.)

LIST OF INTENDED ACTIVITIES:

NPDES CONSTRUCTION GENERAL PERMIT (CGP).

ACTIVITIES ON ALL PORTIONS OF THE PROJECT. FOR ADDITIONAL INFORMATION, REFER TO SECTION 4.7 OF THE

INDICATE DATES OF MAJOR GRADING ACTIVITIES AND SEQUENCES OF TEMPORARY AND PERMANENT SOIL DISTURBING

IN THE CONTRACTOR'S EROSION AND SEDIMENT CONTROL PLAN, PREPARE A DETAILED CONSTRUCTION SCHEDULE TO

INTENDED SEQUENCE OF MAJOR SOIL DISTURBING ACTIVITIES:(I.B.)

0.1 MILES.

SOUTH OF COLONIAL BOULEVARD TO SOUTH OF THE FUTURE PEDESTRIAN BRIDGE FOR A DISTANCE OF APPROXIMATELY

THIS PROJECT INCLUDES THE CONSTRUCTION OF CANAL ARMORING ALONG THE TEN MILE CANAL NORTHERN BERM FROM

NATURE OF CONSTRUCTION ACTIVITY:(I.A.)

I. SITE DESCRIPTION:

STATE OF FLORIDA EROSION AND SEDIMENT CONTROL DESIGNER AND REVIEWER MANUAL FOR ADDITIONAL REQUIREMENTS.

NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) CONSTRUCTION GENERIC PERMIT (CGP). REFER TO THE

REQUIRED SITE SPECIFIC EROSION CONTROL PLAN AND OTHER ITEMS NECESSARY TO OBTAIN COVERAGE UNDER THE

THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS PROVIDED TO ASSIST THE CONTRACTOR IN DEVELOPING THE

DATE DESCRIPTION

T H

E O

F F

I C

I A

L R

E C

O R

D O

F T

H I S

S H

E E

T I

S T

H E

E L

E C

T R

O N

I C

F I L

E D

I G

I T

A L

L Y

S I G

N E

D A

N D

S E

A L

E D

U N

D E

R R

U L

E

G

.0

F

.A .C c:\pww\kca_prod\d0179726\SWPPRD01.dgnjjohnson2 5/8/2026 2:59:58 PM Default

DESCRIPTION

ARMORING ALONG TEN MILE CANAL

CITY'S DESIGNATED REPRESENTATIVE.

METHODS SHALL INCLUDE AT LEAST THE FOLLOWING, UNLESS OTHERWISE APPROVED BY THE

MINIMIZING OFFSITE VEHICLE TRACKING OF SEDIMENTS AND GENERATING DUST. THE PROPOSED

IN THE SEDIMENT AND EROSION CONTROL PLAN, DESCRIBE THE PROPOSED METHODS FOR

OFFSITE VEHICLE TRACKING & GENERATION OF DUST(II.D.2.)

STORAGE AREAS, MEANS OF MINIMIZING EXPOSURE TO STORMWATER, AND SPILL PREVENTION.

THE SITE SPECIFIC SEDIMENT AND EROSION CONTROL PLAN SHALL IDENTIFY CHEMICAL AND FUEL (II.D.1.)

OTHER CONTROLS(II.D.)

OPERATIONS DO NOT CAUSE OR CONTRIBUTE TO VIOLATIONS OF STATE WATER QUALITY STANDARDS.

THAT WILL BE USED TO ENSURE THAT DISCHARGES OF NONCONTAMINATED GROUND WATER FROM DEWATERING

THE SITE SPECIFIC SEDIMENT AND EROSION CONTROL PLAN SHALL INCLUDE A DESCRIPTION OF THE BMPs

DEWATERING CONTROLS(II.C.)

DIRECTED BY THE CITY'S DESIGNATED REPRESENTATIVE.

WATER QUALITY MONITORING MAY BE CONDUCTED DURING ANY PHASE OF CONSTRUCTION AS (II.B.4.)

ABOVE BACKGROUND FOR DIRECT DISCHARGES TO OFWs).

BELOW AN ACCEPTABLE LEVEL (LESS THAN 29 NTUs ABOVE BACKGROUND OR LESS THAN 0 NTUs

ON THE CONSTRUCTION INSPECTION REPORT AND CONTINUED UNTIL TURBIDITY READINGS FALL

CONTINUATION OF ACTIVITY. MONITORING ACTIVITIES AND TURBIDITY READINGS SHALL BE RECORDED

REEVALUATED AND APPROVED BY THE CITY'S DESIGNATED REPRESENTATIVE PRIOR TO ANY

THE ENVIRONMENTAL PERMIT CONDITIONS FOLLOWED AND EROSION AND SEDIMENT CONTROL DEVICES

IF WATER QUALITY STANDARDS ARE VIOLATED, CONSTRUCTION SHALL BE STOPPED IMMEDIATELY. (II.B.3.)

BACKGROUND FOR DIRECT DISCHARGES TO OUTSTANDING FLORIDA WATERS (OFWs)).

NEPHELOMETRIC TURBIDITY UNITS (NTUs) ABOVE BACKGROUND OR GREATER THAN 0 NTUs ABOVE

VIOLATION OF WATER QUALITY STANDARDS AS THEY RELATE TO TURBIDITY (NO GREATER THAN 29

THE CONTRACTOR AND CEI INSPECTOR WILL BE RESPONSIBLE FOR MONITORING ANY ACTIVITIES FOR(II.B.2.)

AND APPROVED BY THE ENGINEER.

MAY BE SPECIFIED IN THE ENVIRONMENTAL PERMIT OR MAY BE DESIGNATED BY THE CONTRACTOR

QUALITY STANDARDS MAY BE VIOLATED BY THE CONTRACTOR'S ACTIVITIES. MONITORING LOCATIONS

OF ANY ENVIRONMENTAL PERMIT, OR BY THE CONTRACTOR UPON THE OBSERVATION THAT WATER

WATER QUALITY MONITORING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIAL CONDITIONS (II.B.1.)

WATER QUALITY MONITORING(II.B.)

* VELOCITY DISSIPATION DEVICES SUCH AS RIPRAP OR OTHERS

* SOD (MAY ALSO BE USED FOR TEMPORARY CONTROLS)

PERMANENT:

* CHEMICAL TREATMENTS SUCH AS POLYACRYLAMIDES AND ALUM

* SEDIMENT BASIN/CONTAINMENT SYSTEMS

* INLET PROTECTION SYSTEMS INCLUDING SYNTHETIC BALES AND SANDBAGS

* FLOATING TURBIDITY BARRIERS

* SOIL TRACKING PREVENTION DEVICES AT CONSTRUCTION ENTRANCES/EXITS

* STAKED TURBIDITY BARRIERS

* SILT FENCE

TEMPORARY DEVICES:

AS APPROVED BY THE ENGINEER:

DISTURBING SOIL UPSTREAM OF THE CONTROL. THE STRUCTURAL PRACTICES MAY INCLUDE THE FOLLOWING, POLLUTANTS FROM EXPOSED AREAS OF THE SITE. SEDIMENT CONTROLS SHALL BE IN PLACE BEFORE

STRUCTURAL PRACTICES TO CONTROL OR TRAP SEDIMENT AND OTHERWISE PREVENT THE DISCHARGE OF

IN THE CONTRACTOR'S SITE SPECIFIC SEDIMENT AND EROSION CONTROL PLAN, DESCRIBE THE PROPOSED

STRUCTURAL PRACTICES(II.A.3.)

USE THE SWPPP CONSTRUCTION INSPECTION REPORT FORM # 650-040-03, FOR DAILY INSPECTIONS.(VI.C.)

INDIVIDUAL COSTS OF THE EROSION AND SEDIMENT CONTROL DEVICES.

FOR THE CONTROL AND ABATEMENT OF EROSION AND WATER POLLUTION, SHALL BE INCLUDED IN THE

PREPARATION OF ALL THE CONTRACTOR'S REPORTS OF INSPECTION, MAINTENANCE AND REPAIRS REQUIRED(VI.B.)

REPORTS AND COMPLETE ALL SWPPP INSPECTION FORMS.

MAINTENANCE OR REPAIRS TO THE EROSION AND SEDIMENT CONTROL DEVICES. MAINTAIN ALL REQUIRED

SUBMIT A WEEKLY REPORT TO THE CITY OF FORT MYERS DOCUMENTING THE DAILY INSPECTIONS AND(VI.A.)

VI. TRACKING AND REPORTING:

FLORIDA STATE WATCH OFFICE AT 800-320-0519 OR 850-413-9911 PER SECTION 9.2 OF THE CGP.

DESIGNATED REPRESENTATIVE. IF A RELEASE CONTAINING HAZARDOUS SUBSTANCES OCCURS, CONTACT THE

CONTAMINATED SOIL OR GROUNDWATER IS ENCOUNTERED, CONTACT THE CITY OF FORT MYERS AND THE CITY'S

HERBICIDES, ETC.) FROM SPILLING ONTO THE SOIL OR INTO THE SURFACE WATERS. IF A SPILL DOES OCCUR OR IF

PRACTICES AND CONTAINMENT METHODS WILL BE USED TO PREVENT POTENTIAL POLLUTANTS (FUEL, LUBRICANTS, PROCEDURES FOR SPILL CONTAINMENT, REPORTING AND RESPONSES. THE PLAN SHALL SPECIFY WHAT MANAGEMENT

DISCHARGES AND DESCRIBE THE PROPOSED MEASURES TO PREVENT POLLUTION. THE PLAN SHALL INCLUDE

THE SITE SPECIFIC EROSION AND SEDIMENT CONTROL PLAN SHALL IDENTIFY ALL ANTICIPATED NON-STORMWATER

V. NON-STORMWATER DISCHARGES

AS PROVIDED BY THE ENGINEER.

TO MINIMIZE EROSION, RETAIN SEDIMENT, AND PREVENT DISCHARGING POLLUTANTS, PROVIDE ADDITIONAL MEASURES, IF INSPECTIONS INDICATE THAT THE INSTALLED STABILIZATION AND STRUCTURAL PRACTICES ARE NOT SUFFICIENT

* LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE.

* STRUCTURAL CONTROLS

* AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION.

* DISTURBED AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED.

* POINTS OF DISCHARGE TO MUNICIPAL SEPARATE STORM DRAIN SYSTEMS.

* POINTS OF DISCHARGE TO WATERS OF THE UNITED STATES.

INSTALLED IN THE FIELD AGREE WITH THE LATEST STORMWATER POLLUTION PREVENTION PLAN.

PERMANENTLY STABILIZED, CONDUCT INSPECTIONS AT LEAST ONCE EVERY MONTH. ALSO INSPECT THAT CONTROLS

TO COMPLY, INSTALL AND MAINTAIN RAIN GAUGES AND RECORD THE DAILY RAINFALL. WHERE SITES HAVE BEEN

WITHIN 24 HOURS OF THE END OF A STORM EVENT THAT IS 0.50 INCHES OR GREATER.

QUALIFIED PERSONNEL SHALL INSPECT THE FOLLOWING ITEMS AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND

IV.INSPECTION

REMOVE SEDIMENT FROM SEDIMENT BASINS WHEN IT BECOMES MORE THAN HALF THE AVAILABLE VOLUME.(III.D.)

WHICH MAY IMPEDE THE USEFULNESS OF THE STRUCTURE.

STABILIZED CONSTRUCTION ENTRANCES SHALL BE MAINTAINED TO PREVENT CLOGGING OF ROCK BEDDING(III.C.)

CITY'S DESIGNATED REPRESENTATIVE.

SEDIMENT BARRIERS SHALL BE REPLACED WHEN IT IS NO LONGER EFFECTIVE OR AS DIRECTED BY THE(III.B.)

IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF NOTICE.(III.A.)

THE LIFE OF THE INSTALLED EROSION AND SEDIMENT CONTROL DEVICES.

DEVICES WHEN NOTICE OF TERMINATION IS MAILED. REMOVE AND PROPERLY DISPOSE OF SEDIMENT BUILDUP THROUGH

MAINTAIN AND REPAIR ALL EROSION AND SEDIMENT CONTROL DEVICES AND REMOVE EROSION AND SEDIMENT CONTROL

III. MAINTENANCE

SEDIMENT CONTROL MAY BE ACCOMPLISHED BY USING STREET OR VACUUM SWEEPERS.(II.D.2.d.)

USING WATER TRUCKS DURING DUST-GENERATING ACTIVITIES.(II.D.2.c.)

REMOVING EXCESS DIRT FROM ROADS DAILY.(II.D.2.b.)

LOADED HAUL TRUCKS ARE TO BE COVERED BY A TARPAULIN.(II.D.2.a.)

C-9

STORMWATER POLLUTION

PREVENTION PLAN (2)

KISINGER CAMPO

& ASSOCIATES

Fort Myers, Florida 33912

Ste. 104 13461 Parker Commons Blvd., P.E. No.: 93234

Engineer Of Record: Courtney Richards