2025-10-13_Storm_Pond_Expansion_and_WAP_-_Bid_Plans.pdf

PDF 23 MB Posted Oct 13, 2025

Attached to: Purchase of Restroom Trailer (Re-bid)
Solicitation number: 26-002
Issued by: Santa Rosa County, Florida

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Purchase_of_Restroom_Trailer_(Re-bid).pdf	PDF	Feb 19, 2026
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PAYMENT_BOND.pdf	PDF	Jan 30, 2026
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VICINITY MAP

SCALE: NTS

LOCATION PLAN

SCALE: NTS

STORM POND EXPANSION

AT THE WHITING AVIATION PARK

NAVAL AIR STATION

WHITING FIELD

C R

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

Fi le

: Q :\O

R L\

Ac tiv e\

_P on d\

-G -0

; P lo tte d:

/1 3/

M b y

H R

, Z

K; S av ed : 1

AM b y

H R

1 2 3 4 5

Dwn by:

Reviewed by:

Date: Rev.

Ckd by: M&N Project No.

Description Date Appr.Rev

WHITING AVIATION PARK

STORM POND EXPANSION

CKARY W. STUHR

P R

FESSIONAL ENGIN

FLO RI DA

STATE OF

No. 77671

LICENSE

226 SOUTH PALAFOX PLACE, FLOOR 6

PENSACOLA, FL 32502

TEL: +1 850 815 3040

Sheet Reference No.

Sheet Title

Seal

Sheet Title

Client

Project Phase:

Issued Date:

1 2 3 4 5

WHITING AVIATION

PARK PROJECT

LOCATION

PROJECT

LOCATION

PREPARED FOR:

SANTA ROSA COUNTY

6495 CAROLINE STREET, SUITE M

MILTON, FL 32570

(850) 983-1877

COUNTY COMMISSIONERS

DISTRICT 1 BOBBY BURKETT

DISTRICT 2 KERRY SMITH (CHAIR)

DISTRICT 3 RHETT ROWELL

DISTRICT 4 RAY EDDINGTON

DISTRICT 5 COLTEN WRIGHT (VICE-CHAIR)

INDEX OF SHEETS

Index # Sheet # Sheet Title Rev #

1 G-000 Cover Sheet - 2 G-001 General Notes - 3 G-002 Legend and Abbreviations - 4 G-003 Site Layout and Key Sheet - 5 G-201 Survey Control Plan - 6 B-101 Boring Logs and Location Plan - 7 V-101 Existing Conditions and Demolition Plan - 8 EC101 Erosion Control Plan - 9 EC111 Stormwater Pollution Prevention Plan -

10 EC112 Stormwater Pollution Prevention Plan - 11 C-100 Overall Grading and Drainage Plan - 12 C-101 Pond Grading and Drainage Plan - 13 C-102 Outfall Ditch Plan & Profile - 14 C-401 Detail Grading Plan - 15 C-501 Santa Rosa County Fence Details - 16 CX111 Pond Cross Sections - 17 CX112 Pond Cross Sections -

INDEX: OF

211429JHZS

100% DESIGN

ZS 2024/09 -

COVER SHEET

G-000

1 17

PLANS ISSUED FOR BID

NOT FOR CONSTRUCTION

GENERAL NOTES

1. ALL CONSTRUCTION ACTIVITIES MUST ADHERE TO THE DESIGN STANDARDS

ESTABLISHED BY SANTA ROSA COUNTY.

2. NO CONSTRUCTION ACTIVITIES MAY COMMENCE PRIOR TO SUBMISSION OF

APPROVED COPIES OF ALL REQUIRED LOCAL, STATE, AND FEDERAL PERMITS TO

THE SANTA ROSA COUNTY ENGINEERING OFFICE.

3. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A UTILITY PERMIT FROM THE

COUNTY ROAD AND BRIDGE DEPARTMENT PRIOR TO COMMENCING ANY WORK

WITHIN THE COUNTY'S RIGHT OF WAY.

4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THESE DRAWINGS AND

PROJECT SPECIFICATIONS.

5. NOTES BELOW ARE NOT INTENDED TO REPLACE SPECIFICATIONS. SEE

SPECIFICATIONS FOR REQUIREMENTS IN ADDITION TO GENERAL NOTES.

6. SITE VERIFICATION: PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR

SHALL VERIFY THE SITE CONDITIONS AND NOTIFY THE ENGINEER IN WRITING OF

ANY DISCREPANCIES IN DIMENSIONS OR SITE CONDITIONS. THE CONTRACTOR

SHALL NOT BEGIN CONSTRUCTION IN ANY SUCH AFFECTED AREA UNTIL THE

DISCREPANCY HAS BEEN RESOLVED BY THE CONTRACTOR AND APPROVED BY

THE ENGINEER.

7. ALL SAFETY REGULATIONS ARE TO BE STRICTLY FOLLOWED.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADHERING TO ALL PERMIT

CONDITIONS AND REPORTING REQUIREMENTS OF ALL GOVERNMENTAL

AGENCIES AS REQUIRED.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRINGING ALL ELEMENTS OF

THE PROJECT IN CONFORMANCE WITH THESE DRAWINGS AND SPECIFICATIONS.

IF ANY MODIFICATIONS ARE REQUIRED IN ANY ELEMENT, THE CONTRACTOR

SHALL SUBMIT PROPOSED CHANGES TO THE ENGINEER FOR APPROVAL.

10.CONTRACTOR SHALL PROVIDE AS-BUILT SURVEY AND DRAWINGS OF COMPLETED

WORK TO THE ENGINEER BY A LICENSED SURVEYOR.

11. ALL TEMPORARY UTILITIES NECESSARY FOR CONSTRUCTION SHALL BE

PROVIDED AT THE EXPENSE OF THE CONTRACTOR.

12.DIMENSIONS SHOWN ARE IN FEET UNLESS OTHERWISE NOTED. ELEVATIONS ARE

IN FEET UNLESS OTHERWISE NOTED.

13.EXISTING CONSTRUCTION, INCLUDING UTILITIES AND OTHER MISCELLANEOUS

ITEMS WHICH ARE TO REMAIN, SHALL REMAIN UNDISTURBED AND BE PROTECTED

AT THE CONTRACTORS EXPENSE, UNLESS OTHERWISE NOTED.

14. ANY DAMAGE TO ROADS CAUSED BY THE CONSTRUCTION ACTIVITIES RELATED

TO THIS PROJECT SHALL BE REPAIRED BY THE CONTRACTOR TO THE

SATISFACTION OF THE ENGINEER AT THE EXPENSE OF THE CONTRACTOR.

15.THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING, AT HIS OWN EXPENSE, ANY

AND ALL DAMAGES THAT MAY OCCUR OUTSIDE THE LIMITS OF THIS PROJECT AS

A RESULT OF DEMOLITION/CONSTRUCTION.

16. AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BY THE

CONTRACTOR TO THEIR ORIGINAL CONDITION, AT NO ADDITIONAL EXPENSE TO

THE OWNER, UNLESS OTHERWISE NOTED.

17.THE CONTRACTOR SHALL PROTECT ADJACENT STRUCTURES, UTILITIES,

PEDESTRIANS, AND VEHICULAR TRAFFIC FROM POTENTIAL DAMAGE DUE TO

CONTRACTOR'S OPERATIONS.

18.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY AND PROTECTION OF

PERSONNEL, EQUIPMENT, CONSTRUCTION, AND ADJACENT FACILITIES FOR THE

DURATION OF THIS CONTRACT. THE CONTRACTOR AND THEIR

SUB-CONSULTANTS SHALL PREPARE AND CONFORM TO A PROJECT SPECIFIC

HEALTH AND SAFETY PLAN. THE ENGINEER OF RECORD AND THE OWNER SHALL

NOT BE RESPONSIBLE FOR JOB SITE SAFETY PROCEDURES.

19.THE ACCURACY OF EXISTING UTILITIES SHOWN ON PLANS ARE NOT

GUARANTEED. ACTUAL FIELD CONDITIONS SHALL BE VERIFIED BY THE

CONTRACTOR PRIOR TO FABRICATION OF MATERIALS, ORDERING MATERIALS, OR

PERFORMING WORK

GENERAL NOTES CONTINUED

20.CONTRACTOR SHALL LOCATE ALL UTILITIES IN THE AREA OF CONSTRUCTION

PRIOR TO COMMENCING WITH DEMOLITION AND CONSTRUCTION. CONTRACTOR

SHALL NOTIFY THE ENGINEER OF ALL CONFLICTS WITH EXISTING UTILITIES.

21.PRIOR TO DIGGING, CONTRACTOR SHALL CONTACT EACH SERVICE PROVIDER

AND REQUEST THAT A REPRESENTATIVE VISIT THE SITE TO INSPECT AND

CONFIRM IF ANY UTILITIES ARE PRESENT. FEES INCURRED SHALL BE AT THE

EXPENSE OF THE CONTRACTOR.

22.NO SALVAGE VALUE IS EXPRESSED OR IMPLIED BY THESE CONTRACT

DOCUMENTS FOR THE ITEMS TO BE REMOVED OR DEMOLISHED.

23.ALL STOCKPILES ARE TO BE PROTECTED AGAINST DUST AND EROSION.

24.AT ALL TIMES DURING AND AFTER DEVELOPMENT, CLEARED AREAS SHALL BE

STABILIZED. FINAL STABILIZATION METHODS SHALL BE IN PLACE WITHIN

FOURTEEN DAYS OF FINAL GRADING.

25. ALL OR A PORTION OF THE PROPERTY APPEARING WITHIN THESE PLANS LIES

WITHIN A MILITARY AIRPORT ZONE. USE OF OR CONSTRUCTION UPON LANDS OR

WATERS WITHIN THIS AREA MAY HAVE ADDITIONAL RESTRICTIONS SET FORTH IN

ORDINANCES OF THE SANTA ROSA COUNTY BOARD OF COUNTY COMMISSIONERS.

PRIOR TO CONSTRUCTION, CONTRACTOR SHALL BE REQUIRED TO SUBMIT FAA

FORM 7460-1 NOTICE OF PROPOSED CONSTRUCTION OR ALTERATION.

SURVEY NOTES

1. TOPOGRAPHIC SURVEY PERFORMED BY SOUTHEASTERN SURVEYING & MAPPING

JUNE 2023 AND ONLY REPRESENTS CONDITIONS AT THE TIME OF THE SURVEY.

2. HORIZONTAL COORDINATES ARE REFERENCED TO NAD83 NA 2011. VERTICAL

ELEVATIONS ARE REFERENCED TO NAVD 88.

3. SOIL INFORMATION IS BASED ON THE GEOTECHNICAL INFORMATION PROVIDED IN

REPORT PREPARED TIERRA, INC. DATED MARCH 2023. DATA IS REPRESENTATIVE

OF SOIL CONDITIONS AT TIME OF INVESTIGATION.

ENVIRONMENTAL NOTES

1. IF A GOPHER TORTOISE BURROW IS FOUND ON THE PROJECT SITE, THE

CONTRACTOR SHALL IMMEDIATELY STOP WORK WITHIN A 25-FOOT PERIMETER

OF THE BURROW, PLACE SILT FENCE AROUND THE BURROW AT A 25-FOOT

PERIMETER, WITH AN OPENING AWAY FROM THE CONSTRUCTION SITE, TO

PROTECT THE BURROW AND THEN IMMEDIATELY CONTACT THE PROJECT

ENGINEER OR SANTA ROSA COUNTY ENGINEERING OFFICE FOR NEXT STEPS.

2. BLACK BEARS ARE PRESENT IN THE PROJECT AREA AND IT IS IMPORTANT THAT

THE CONTRACTOR LET THEIR EMPLOYEES KNOW THAT BLACK BEAR PRESENCE IN

THE AREA IS LIKELY. DURING CONSTRUCTION THE CONTRACTOR SHOULD

FREQUENTLY REMOVE TRASH FROM SITE, ESPECIALLY WILDLIFE ATTRACTANT

FOOD DISPOSED OF BY WORKERS. WILDLIFE-RESISTANT TRASH CONTAINERS

ARE ALSO RECOMMENDED.

STORMWATER NOTES

1. ALL PIPE JOINTS MUST BE WRAPPED WITH WOVEN FILTER CLOTH. COST FOR

FILTER CLOTH SHALL BE INCLUDED IN THE COST OF THE PIPE.

2. PIPE CONNECTIONS TO STRUCTURES MUST INCLUDE CONCRETE COLLARS PER

FDOT STANDARD PLANS INDEX 430-001, PG 4. COST FOR CONCRETE COLLAR

SHALL BE INCLUDED IN THE COST OF THE STRUCTURE.

MINIMUM REQUIRED STORM AS-BUILTS

FOLLOWING IS A LIST OF INFORMATION THAT IS TO BE VERIFIED AND SUBMITTED BY

THE CONTRACTOR IN SUPPORT OF THE STORMWATER "AS-BUILT" CERTIFICATION

AS-BUILT DRAWINGS ARE TO BE BASED ON THE CONSTRUCTION DRAWINGS

PERMITTED BY THE FDEP, NWFWMD, OR SANTA ROSA COUNTY AND REVISED AS

NECESSARY TO REFLECT ANY CHANGES MADE DURING CONSTRUCTION. BOTH THE

ORIGINAL DESIGN AND CONSTRUCTED CONDITION MUST BE CLEARLY SHOWN. THE

PLANS NEED TO BE CLEARLY LABELED AS "AS-BUILT" OR "RECORD" DRAWINGS. ALL

SURVEYED DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED AND SIGNED, DATED,

AND SEALED BY A REGISTERED PROFESSIONAL. THE FOLLOWING INFORMATION, AT

A MINIMUM, SHALL BE VERIFIED ON THE STORMWATER AS-BUILT DRAWINGS, AND

SUPPLEMENTAL DOCUMENTS, IF NEEDED:

1. DISCHARGE/INLET STRUCTURE(S) - DIMENSIONS AND ELEVATIONS OF ALL,

INCLUDING PIPE INVERTS, GRATE ELEVATIONS, RISER ELEVATIONS, GRAVEL

BOTTOM, TOP ELEVATIONS, ORIFICES, GATES, PUMPS, AND PIPES.

2. STORAGE AREAS FOR TREATMENT AND ATTENUATION - DIMENSIONS,

ELEVATIONS, CONTOURS OR CROSS-SECTIONS OF ALL, SUFFICIENT TO

DETERMINE STAGE-STORAGE RELATIONSHIPS OF THE STORAGE AREA.

3. SYSTEM GRADING - DIMENSIONS, ELEVATIONS, CONTOURS, FINAL GRADES OR

CROSS-SECTIONS TO DETERMINE HIGH POINTS / LOW POINTS AND CONTRIBUTING

AREAS, FLOW DIRECTIONS, AND CONVEYANCE OF RUNOFF TO THE SYSTEM

DISCHARGE POINT(S).

4. CONVEYANCE - MATERIALS, DIMENSIONS, ELEVATIONS, INVERTS, CONTOURS,

FINAL GRADES OR CROSS-SECTIONS OF SYSTEMS UTILIZED TO TRANSPORT

ONSITE RUNOFF AND/OR TO DIVERT OFF-SITE RUNOFF AROUND OR THROUGH

THE NEW SYSTEM.

5. WATER LEVEL(S) - EXISTING WATER ELEVATION(S) AND THE DATE DETERMINED,

WHEN APPLICABLE.

6. BENCHMARK(S) - LOCATION AND DESCRIPTION (MINIMUM OF ONE PER MAJOR

WATER CONTROL STRUCTURE).

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

Fi le

: Q :\O

R L\

Ac tiv e\

_P on d\

-G -0

; P lo tte d:

/1 3/

M b y

H R

, Z

K; S av ed : 1

AM b y

H R

1 2 3 4 5

Dwn by:

Reviewed by:

Date: Rev.

Ckd by: M&N Project No.

Description Date Appr.Rev

WHITING AVIATION PARK

STORM POND EXPANSION

CKARY W. STUHR

P R

FESSIONAL ENGIN

FLO RI DA

STATE OF

No. 77671

LICENSE

226 SOUTH PALAFOX PLACE, FLOOR 6

PENSACOLA, FL 32502

TEL: +1 850 815 3040

Sheet Reference No.

Sheet Title

Seal

Sheet Title

Client

Project Phase:

Issued Date:

1 2 3 4 5

INDEX: OF

211429JHZS

100% DESIGN

ZS 2024/09 -

GENERAL NOTES

G-001

2 17

ABBREVIATIONS

A AIR, AMPERE or AMMETER

AB AGGREGATE BASE

ABAND ABANDONED

ABBR ABBREVIATION

ABV ABOVE

AC ASPHALT CONCRETE, AIR COMPRESSOR

or ALTERNATING CURRENT

ACI AMERICAN CONCRETE INSTITUTE

ACP ASBESTOS CEMENT PIPE

AGG AGGREGATE

AISC AMERICAN INSTITUTE OF STEEL

CONSTRUCTION

ALUM ALUMINUM

AMPS AMPERES

APPROX APPROXIMATE

AS AMPERE SWITCH

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

AWWA AMERICAN WATER WORKS

ASSOCIATION

BC BEGIN CURVE or BARE COPPER

BCR BEGIN CURB RETURN

BD BOARD

BLDG BUILDING

BLKG BLOCKOUT

BM BENCH MARK

BOT BOTTOM

BVC BEGIN VERTICAL CURVE

C CONDUIT or CONTROL CA CEMENT ASBESTOS or COMPRESSED

AIR

CAB CRUSHED AGGREGATE BASE

CB CATCH BASIN

CF CUBIC FEET

C&G CURB AND GUTTER

CKT CIRCUIT

CJ CONSTRUCTION JOINT

CLR CLEAR

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT or CONDUIT ONLY COL

COLUMN

CONC CONCRETE

COND CONDUIT

CONN CONNECTOR

CONST CONSTRUCTION

CONT CONTINUOUS or CONTINUE

COORD COORDINATE

CT COPPER TUBE or CURRENT

TRANSFORMER

CU CUBIC or COPPER

D DRAIN

DET DETAIL

DI DUCTILE IRON

DIA DIAMETER

DIP DUCTILE IRON PIPE

DIM DIMENSION

DN DOWN

DWGS DRAWINGS

E EAST

EA EACH

EC END CURVE

ECR END CURB RETURN

EF EACH FACE

EG EXISTING GROUND

EJ EXPANSION JOINT

EL ELEVATION

ELL ELBOW

ELECT ELECTRICAL

ELEV ELEVATION

EP EDGE OF PAVEMENT

EPR ETHYLENE-PROPYLENE-RUBBER

EQUIP EQUIPMENT

ES EACH SIDE

EVC END VERTICAL CURVE

EW EACH WAY or EXISTING WATER

EXIST EXISTING

EXP EXPANSION

FG FINAL GRADE, FINISHED GRADE or

FINISHED GROUND

FH FIRE HYDRANT

FIN FINISH

FL FLOW LINE

FS FINISHED SURFACE

FT FOOT or FEET

GA GAGE

GAL GALLON

GALV GALVANIZED

GB GRADE BREAK

GFI GROUND FAULT INTERRUPTER

GI GALVANIZED IRON

GL GLASS

GND GROUND

GPM GALLONS PER MINUTE

GYP GYPSUM

H HEIGHT

HD HEAD

HORIZ HORIZONTAL

HP HORSE POWER or HIGH PRESSURE

HR HOUR

Hz HERTZ

ID INSIDE DIAMETER

INV INVERT

IPS INSIDE PIPE SIZE

JB JUNCTION BOX

JS JUNCTION STRUCTURE

JT JOINT

kV KILOVOLTS kVA KILOVOLT-AMPERES kW KILOWATTS kWHM KILOWATT HOUR METER

L LENGTH

LA LIGHTING ARRESTOR

LB POUND

LD LOCAL DEPRESSION

LF LINEAR or LINEAL FEET

LG LONG

LT LIGHT

LTG LIGHTING

MATL MATERIAL

MAX MAXIMUM

MET METAL

MH MANHOLE

MHW MEAN HIGH WATER

MHHW MEAN HIGHER HIGH WATER

MIN MINIMUM

MLW MEAN LOW WATER

MLLW MEAN LOWER LOW WATER

MON MONUMENT

MSL MEAN SEA LEVEL

MTD MOUNTED

N NORTH

NAVD NORTH AMERICAN VERTICAL DATUM

NEMA NATIONAL ELECTRICAL

MANUFACTURERS ASSOCIATION

NGVD NATIONAL GEODETIC VERTICAL DATUM

NIC NOT IN CONTRACT

NO NUMBER

NTS NOT TO SCALE

NPT NATIONAL PIPE THREAD

OBS OBSTRUCTION

OC ON CENTER

OD OUTSIDE DIAMETER

OG ORIGINAL GRADE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OS OUTSIDE

P POWER, POLE, PUMP or PIPE PC POINT of CURVATURE

PCC PORTLAND CEMENT CONCRETE

PCF POUND PER CUBIC FOOT

PI POINT of INTERSECTION

PL PLATE

POC POINT ON CURVE

POT POINT ON TANGENT

POV POINT ON VERTICAL CURVE

PRC PIONT of REVERSE CURVE

PRI PRIMARY

PRVC POINT of REVERSE VERTICAL CURVE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT or POINT of TANGENCY

PTD PAINTED

PVC POINT of VERTICAL CURVATURE PVI POINT of VERTICAL INTERSECTION

PVMT PAVEMENT

PVT POINT of VERTICAL TANGENCY

PWR POWER

R RADIUS

RCP REINFORCED CONCRETE PIPE

RED REDUCER

REINF REINFORCING

REQD REQUIRED

ROW RIGHT OF WAY

RT RIGHT

S SLOPE or SOUTH

SCH SCHEDULE

SD STORM DRAIN

SEC SECONDARY

SECT SECTION

SF SQUARE FOOT or FEET

SHLDR SHOULDER

SHT SHEET

SIM SIMILAR

SPA SPACE

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL or SANITARY SEWER

STA STATION

STD STANDARD

SYM SYMMETRICAL

T TANGENT

T&B TOP AND BOTTOM

TC TOP OF CURB

TEMP TEMPERATURE or TEMPORARY

THRU THROUGH

TOT TOTAL

TRNSFMR TRANSFORMER

TRANSV TRANSVERSE

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

V VOLT or VOLTMETER

VAR VARIES

VERT VERTICAL

VS VOLTMETER SWITCH

W WATER or WEST

WD WOOD

WT WEIGHT

WWF WELDED WIRE FABRIC

CS-555

SAMPLE VIEW TITLE

SCALE: 1"=50'

SF-123

C4 G-101

LEGEND

VIEW NUMBER

SHEET NUMBER VIEW

REFERENCED TO

VIEW TITLE

SECTION CALLOUT

VIEW NUMBER

SHEET NUMBER VIEW

REFERENCED TO

DETAIL CALLOUT

VIEW NUMBER

SHEET NUMBER VIEW

REFERENCED TO

SF-123

DETAIL CALLOUT WITH

LEADERS

C4 G-101

SECTION CALLOUT

WITH JOG

KEYED NOTE

1 2 3 4 5

DRAWING AREA

O C

DRAWING AREA COORDINATE SYSTEM (DACS)

Sheet Reference Number:

SF-102

SHEET

DESIGNATOR

SHEET TYPE

SHEET

SEQUENCE

* VIEW NUMBER IS BASED ON THE (DACS) LOCATION OF THE LOWER-LEFT

EXTENTS OF THE VIEW ON THE REFERENCED SHEET. WHEN REFERENCING

DRAWING INFORMATION BETWEEN SHEETS, BOTH THE VIEW AND SHEET

NUMBERS MUST BE QUOTED TOGETHER - EITHER IN A CALLOUT FORMAT AS

SHOWN ABOVE OR IN THE FORM;

"VIEW NO./SHEET NO." (EG A1/CS-5001)

DISCIPLINE DESIGNATORS

DISCIPLINE DESIGNATOR

GENERAL G

SURVEY/MAPPING V

GEOTECHNICAL B

CIVIL WORKS W

CIVIL C

STRUCTURAL S

MECHANICAL M

ELECTRICAL E

OTHER DISCIPLINES X

SHEET TYPE DESIGNATORS

0 GENERAL (COVER SHEET, LEGEND, NOTES)

1 PLANS (HORIZONTAL VIEWS)

2 ELEVATIONS (NOT TYPICALLY USED)

3 SECTIONS (OVERALL VIEWS)

4 LARGE-SCALE VIEWS (PLANS, SECT. OR ELEV. - NOT DETAILS)

5 DETAILS (MAY BE PLAN, SECT. OR ELEV. VIEWS)

6 SCHEDULES

7 USER DEFINED

8 USER DEFINED

9 3D ISOMETRIC

SECONDARY DESIGNATORS

DEMOLITION D

GENERAL G

SUBSTRUCTURE B

FRAMING F

COMPONENT C

SITE S

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

Fi le

: Q :\O

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Ac tiv e\

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-G -0

; P lo tte d:

/1 3/

M b y

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, Z

K; S av ed : 1

AM b y

H R

1 2 3 4 5

Dwn by:

Reviewed by:

Date: Rev.

Ckd by: M&N Project No.

Description Date Appr.Rev

WHITING AVIATION PARK

STORM POND EXPANSION

CKARY W. STUHR

P R

FESSIONAL ENGIN

FLO RI DA

STATE OF

No. 77671

LICENSE

226 SOUTH PALAFOX PLACE, FLOOR 6

PENSACOLA, FL 32502

TEL: +1 850 815 3040

Sheet Reference No.

Sheet Title

Seal

Sheet Title

Client

Project Phase:

Issued Date:

1 2 3 4 5

INDEX: OF

211429JHZS

100% DESIGN

ZS 2024/09 -

LEGEND AND

ABBREVIATIONS

G-002

3 17

O H

X X

TCL

RCZ

G G G G

TAXIWAY Y

LEONARDO FACILITY -

DAVINCI APRON

P-DITCH (NAVY)

DON SALT

ER BLV

MARTY MARTIN WAY

VEHICLE SERVICE RO

EXISTING

STORMWATER

POND

DAVINCI WAY

RUNWAY 5-

AIRCRAFT

PARKING

APRON

WHITING AVIATION PARK PROPERTY LINE

W H

G A

1" = 100' (TYP.)

1" = 40' (TYP.)

W H

G F

LECOUNTY TAXIWAY

(UNDER CONST5RUCTION)

STORMWATER

POND

EXPANSION

C-101

C -1

EC101 & C-100

EARTHWORK

STOCKPILE

LOCATION

TOFA

LEGEND

TSA

PROPOSED TAXIWAY

OBJECT FREE AREA (FAA)

PROPOSED TAXIWAY

SAFETY AREA (FAA)

PROPOSED CONCRETE

PAVEMENT

(BY OTHERS)

PROPOSED SECURITY

FENCE

TCL

PROPOSED TAXIWAY

CLEARANCE LINE (UFC)

TCL

EXISTING TAXIWAY

CLEARANCE LINE (UFC)

EXISTING WAP

PROPERTY LINE

RCZ

EXISTING RUNWAY

CLEAR ZONE (UFC)

EXISTING TAXIWAY

CENTERLINE

PROPOSED TAXIWAY

(BY OTHERS)

PROPOSED SHOULDER

(BY OTHERS)

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

Fi le

: Q :\O

R L\

Ac tiv e\

_P on d\

-G -0

; P lo tte d:

/1 3/

M b y

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K; S av ed : 1

AM b y

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KEY PLAN

1 2 3 4 5

Dwn by:

Reviewed by:

Date: Rev.

Ckd by: M&N Project No.

Description Date Appr.Rev

WHITING AVIATION PARK

STORM POND EXPANSION

CKARY W. STUHR

P R

FESSIONAL ENGIN

FLO RI DA

STATE OF

No. 77671

LICENSE

226 SOUTH PALAFOX PLACE, FLOOR 6

PENSACOLA, FL 32502

TEL: +1 850 815 3040

Sheet Reference No.

Sheet Title

Seal

Sheet Title

Client

Project Phase:

Issued Date:

1 2 3 4 5

300' 0' 300' 600'

SCALE: 1''=300'

INDEX: OF

211429JHZS

100% DESIGN

ZS 2024/09 -

SITE LAYOUT AND KEY

SHEET

G-003

4 17

O H

X X

BM 1

SET 5/8" IRON ROD

N: 630542.51 E: 1180552.70

EL: 193.52

BM 2

SET 5/8" IRON ROD

N: 629899.73 E: 1179225.06

EL: 193.52

BM 3

SET 5/8" IRON ROD

N: 629033.56 E: 1180999.81

EL: 193.52

BM 5

SET 5/8" IRON ROD

N: 630948.17 E: 1185081.54

EL: 78.12

BM 6

SET 5/8" IRON ROD

N: 630524.65 E: 1184813.46

EL: 79.15

BM 7

SET 5/8" IRON ROD

N: 630550.43 E: 1184898.02

EL: 79.36

BM 4

SET 5/8" IRON ROD

N: 631444.56 E: 1185127.81

EL: 75.03

TCL

RCZ

G G G G

TAXIWAY Y

P-DITCH (NAVY)

DON SALT

ER BLV

MARTY MARTIN WAY

VEHICLE SERVICE RO

EXISTING

STORMWATER

POND

DAVINCI WAY

RUNWAY 5-

AIRCRAFT

PARKING

APRON

WHITING AVIATION PARK PROPERTY LINE

W H

G A

LEONARDO FACILITY -

DAVINCI APRON

0+00

L41

C41

POND

EXPANSION

Project Benchmarks

Benchmark #

BM 1

BM 2

BM 3

BM 4

BM 5

BM 6

BM 7

Elevation

193.52

75.03

78.12

79.15

79.36

Northing

630542.51

629899.73

629033.56

631444.56

630948.17

630524.65

630550.43

Easting

1180552.70

1179225.06

1180999.81

1185127.81

1185081.54

1184813.46

1184898.02

Description

Set 5/8" Iron Rod

TCL

LEGEND

EXISTING TAXIWAY

CLEARANCE LINE (UFC)

PROPOSED CENTERLINE

ALIGNMENT

PROJECT BENCHMARK

EXISTING WAP

PROPERTY LINE

RCZ

EXISTING RUNWAY

CLEAR ZONE (UFC)

PROPOSED

STORMWATER POND

Line Table: Alignments

Line #

L41

L42

Length

48.39

1179.89

Direction

N74° 34' 54.17"E

N0° 29' 42.95"W

Start Point

N: 630545.20, E: 1184881.93

N: 630626.15, E: 1184979.97

End Point

N: 630558.07, E: 1184928.58

N: 631806.00, E: 1184969.77

Curve Table: Alignments

Curve #

C41

Radius

70.00

Length

91.72

Chord Direction

N37° 02' 35.61"E

Start Point

N: 630558.07, E: 1184928.58

End Point

N: 630626.15, E: 1184979.97

NOTES

1. VERTICAL INFORMATION

SHOWN REFERS TO

NATIONAL GEODETIC

SURVEY (NGS) PID# AA8933,

BEING A SURVEY DISK SET

IN TOP OF CONCRETE

MONUMENT STAMPED

“SRC-1080 1995”, ELEVATION

77.00', NAVD88. THE

CONTOUR INTERVAL IS ONE

FOOT.

2. HORIZONTAL POSITIONS

FOR ALL FEATURES SHOWN

ARE RELATIVE TO NORTH

AMERICAN DATUM, (NAD83),

2011 ADJUSTMENT, STATE

PLANE COORDINATE

SYSTEM, FLORIDA NORTH

ZONE, AND ARE BASED ON

FLORIDA DEPARTMENT OF

TRANSPORTATION'S

“FLORIDA PERMANENT

REFERENCE NETWORK”

GPS CONTINUOUSLY

OPERATING REFERENCE

STATION “PCLA”.

DISTANCES SHOWN ARE

GRID DISTANCES.

3. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR

RE-ESTABLISHING ANY

MONUMENTS MOVED OR

DAMAGED BY

CONSTRUCTION.

RE-ESTABLISHING SURVEY

MONUMENTS SHALL BE

PERFORMED BY A

QUALIFIED FLORIDA PLS.

RE-ESTABLISHMENT OF

PACS AND SACS SHALL

CONFORM TO RELEVANT

PROVISIONS OF DOD

UNIFIED FACILITIES

CRITERIA AND FAA

ADVISORY CIRCULARS AS

REQUIRED BY OWNER.

4. SURVEY DATA BASED ON

FIELD TOPOGRAPHIC

SURVEY COMPLETE BY

SOUTHEASTERN

SURVEYING AND MAPPING

CORPORATION, JUNE 2023.

COMPLETE SURVEY IS

PROVIDED AS AN APPENDIX

IN THE BASIS OF DESIGN

REPORT.

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

Fi le

: Q :\O

R L\

Ac tiv e\

_P on d\

-G -2

; P lo tte d:

/1 3/

M b y

H R

, Z

K; S av ed : 1

AM b y

H R

KEY PLAN

1 2 3 4 5

Dwn by:

Reviewed by:

Date: Rev.

Ckd by: M&N Project No.

Description Date Appr.Rev

WHITING AVIATION PARK

STORM POND EXPANSION

CKARY W. STUHR

P R

FESSIONAL ENGIN

FLO RI DA

STATE OF

No. 77671

LICENSE

226 SOUTH PALAFOX PLACE, FLOOR 6

PENSACOLA, FL 32502

TEL: +1 850 815 3040

Sheet Reference No.

Sheet Title

Seal

Sheet Title

Client

Project Phase:

Issued Date:

1 2 3 4 5

300' 0' 300' 600'

SCALE: 1''=300'

INDEX: OF

211429JHZS

100% DESIGN

ZS 2024/09 -

SURVEY CONTROL PLAN

G-201

5 17

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

Fi le

: Q :\O

R L\

Ac tiv e\

_P on d\

-B -1

; P lo tte d:

/1 3/

M b y

H R

, Z

K; S av ed : 1

AM b y

H R

1 2 3 4 5

Dwn by:

Reviewed by:

Date: Rev.

Ckd by: M&N Project No.

Description Date Appr.Rev

WHITING AVIATION PARK

STORM POND EXPANSION

CKARY W. STUHR

P R

FESSIONAL ENGIN

FLO RI DA

STATE OF

No. 77671

LICENSE

226 SOUTH PALAFOX PLACE, FLOOR 6

PENSACOLA, FL 32502

TEL: +1 850 815 3040

Sheet Reference No.

Sheet Title

Seal

Sheet Title

Client

Project Phase:

Issued Date:

1 2 3 4 5

INDEX: OF

211429JHZS

100% DESIGN

ZS 2024/09 -

BORING LOGS AND

LOCATION PLAN

B-101

6 17

80 80

P-DITCH (NAVY)

DON SALT

ER BLV

MARTY MARTIN WAY

PHASE 1

STORMWATER POND

DAVINCI WAY

W H

G F

CLEAR AND GRUB

APPROX. 8.50 AC ±

1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

13+00 13+20

PROPOSED OUTFALL DITCH

AND POND ALIGNMENT

EXISTING SECURITY

FENCE TO REMAIN

EXISTING TREE LINE

TO REMAIN

EXISTING OVERHEAD

UTILITIES

REMOVE & REINSTALL 30 LF

SECURITY FENCE

N: 631785.23 E: 1184532.31

N: 631714.54 E: 1184416.36

N: 631665.25 E: 1184398.42

N: 631516.24 E: 1184450.00

N: 631317.56 E: 1184858.07

N: 631283.41 E: 1184880.34

N: 630623.05 E: 1184912.03

N: 630598.36 E: 1184920.43

N: 630516.56 E: 1184926.14

N: 630548.95 E: 1185000.14

N: 630667.93 E: 1185051.52

N: 631051.49 E: 1185061.10

N: 631589.44 E: 1185095.35

N: 631698.11 E: 1185053.58

N: 631760.47 E: 1185078.67

N: 631766.04 E: 1185049.19

N: 631695.68 E: 1185015.02

EXISTING TREE LINE

TO REMAIN

N: 630591.32 E: 1184905.52

N: 631690.07 E: 1185044.65

N: 631399.49 E: 1185080.51

N: 631333.27 E: 1185063.81

N: 630563.53 E: 1184987.59

N: 631716.32 E: 1185019.32

N: 631765.34 E: 1185052.80

N: 631773.54 E: 1185054.32

N: 631769.38 E: 1185076.76

N: 631761.14 E: 1185075.23

REMOVE 190 SF

CONCRETE DITCH

UM X

X X

RCZ

PB-1

PB-2

AB-3

AB-2

AB-1

LEGEND

X EXISTING SECURITY

FENCE

EXISTING MAJOR

CONTOUR (5')

EXISTING MINOR

CONTOUR (1')

PROPOSED CENTERLINE

ALIGNMENT

X PROPOSED REMOVAL

ITEM

\ \ \ \ PROPOSED FENCE

REMOVAL

PROPOSED CLEARING

AND GRUBBING

EXISTING WAP

PROPERTY LINE

NOTES

1. EROSION CONTROL AND TEMPORARY SECURITY FENCING MUST BE

INSTALLED PRIOR TO COMMENCEMENT OF ANY EARTHWORK

OPERATIONS. SEE EROSION CONTROL PLANS AND DETAILS, EC101-EC112.

2. THE ENGINEER HAS MADE EVERY EFFORT TO ACCURATELY DEPICT ALL

UNDERGROUND UTILITIES AND CONFLICTS WITHIN THE PROJECT WORK

LIMITS, HOWEVER, THERE MAY BE EXISTING UTILITIES NOT SHOWN ON

THESE PLANS. THE CONTRACTOR SHALL A) FIELD LOCATE AND FLAG ALL

UNDERGROUND FACILITIES WITHIN PROJECT WORK LIMITS AND B) OBTAIN

DEPTH AND LOCATION OF UNDERGROUND FACILITIES BY SOFT DIG

METHODS AT ALL UTILITY CROSSINGS.

3. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING UTILITIES

TO REMAIN. ANY UTILITIES TO REMAIN THAT ARE DAMAGED BY

CONTRACTOR SHALL BE REPLACED IMMEDIATELY BY THE CONTRACTOR,

TO THE ENGINEERS' SATISFACTION, AT THE CONTRACTOR'S EXPENSE.

4. COORDINATES SHOWN INDICATE APPROXIMATE LIMITS OF WORK. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING FINAL LIMITS

AS REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION

5. SURVEY DATA BASED ON FIELD TOPOGRAPHIC SURVEY COMPLETE BY

SOUTHEASTERN SURVEYING AND MAPPING CORPORATION, JUNE 2023,

SEE SURVEY CONTROL PLAN SHEET G-201 FOR MORE INFORMATION.

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

Fi le

: Q :\O

R L\

Ac tiv e\

_P on d\

-V -1

; P lo tte d:

/1 3/

M b y

H R

, Z

K; S av ed : 1

AM b y

H R

KEY PLAN

1 2 3 4 5

Dwn by:

Reviewed by:

Date: Rev.

Ckd by: M&N Project No.

Description Date Appr.Rev

WHITING AVIATION PARK

STORM POND EXPANSION

CKARY W. STUHR

P R

FESSIONAL ENGIN

FLO RI DA

STATE OF

No. 77671

LICENSE

226 SOUTH PALAFOX PLACE, FLOOR 6

PENSACOLA, FL 32502

TEL: +1 850 815 3040

Sheet Reference No.

Sheet Title

Seal

Sheet Title

Client

Project Phase:

Issued Date:

1 2 3 4 5

100' 0' 100' 200'

SCALE: 1''=100'

INDEX: OF

211429JHZS

100% DESIGN

ZS 2024/09 -

EXISTING CONDITIONS

AND DEMOLITION PLAN

V-101

7 17

O H

UM X

X X

O H

979899100

DSF

N: 631472.48 E: 1183033.67

R20.00'

1:4

X X

P-DITCH (NAVY)

DON SALT

ER BLV

ARTY M

ARTIN W

MARTY MARTIN WAY

PHASE 1

STORMWATER POND

DAVINCI WAY

W H

G F

W H

G F

13+20

0+ 00 1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

13+00

PROPOSED OUTFALL DITCH

AND POND ALIGNMENT

EXISTING SECURITY

FENCE TO REMAIN

EXISTING TREE LINE

TO REMAIN

EXISTING OVERHEAD

UTILITIES

CLEAR AND GRUB

APPROX. 8.50 AC ±

INSTALL SINGLE ROW

SILT FENCE

(TYP.)

N: 630522.85 E: 1184940.51

EXISTING TREE LINE

TO REMAIN

INSTALL TEMPORARY

CHECK DAM. SEE

NOTES, THIS SHEET.

(TYP.)

N: 630545.20 E: 1184881.93

N: 631806.00 E: 1184969.77

N74° 34' 54.17"E 48.39'

L=91.724 Δ=75.0770 R=70.000

N 0°

.8 9'

EC112

CONSTRUCTION ENTRANCE

AND SOIL TRACKING DEVICE

(COST TO BE INCLUDED IN

EROSION CONTROL LINE ITEM)

EC112

LEGEND

SF PROPOSED SILT FENCE

PROPOSED CENTERLINE

ALIGNMENT

X EXISTING SECURITY

FENCE

PROPOSED SODDING /

CLEARING AND GRUBBING

LIMITS

PROPOSED INLET

PROTECTION

PROPOSED HAYBALE

CHECK DAM

EXISTING WAP

PROPERTY LINE

EXISTING MAJOR

CONTOUR (5')

EXISTING MINOR

CONTOUR (1')

PROPOSED MAJOR

CONTOUR (5')

PROPOSED MINOR

CONTOUR (1')

X PROPOSED SECURITY

FENCE

NOTES

1. SILT FENCE SHALL BE INSTALLED APPROXIMATELY 1-2 FEET

INSIDE THE LIMITS OF CLEARING AND GRUBBING/SODDING.

2. INLET PROTECTION IS REQUIRED AT ALL INLETS WHERE

AREAS OF EXPOSED SOIL DRAINS TO INLETS. INLET

SEDIMENT BAG SHALL BE ULTRA-GRATEGUARD BY

ULTRATECH INTERNATIONAL, INC. OR EQUIVALENT.

3. THE CONTRACTOR SHALL PROVIDE SOIL TRACKING DEVICES

AT ALL ENTRANCES AND EXITS OF THE SITE.

4. PROVIDE CONTINUOUS DUST CONTROL BY WATERING AND

VACUUM TRUCK SWEEPING.

5. LIMITS OF SODDING SHALL BE TO THE LIMITS OF

CONSTRUCTION AS SHOWN IN THE PLANS OR ADJUSTED TO

MATCH LIMITS AUTHORIZED BY THE ENGINEER. AREAS

OUTSIDE THIS LIMIT THAT ARE DISTURBED BY WORK SHALL

BE RESTORED TO PRE-CONSTRUCTION CONDITIONS AT NO

ADDITIONAL COST TO THE OWNER. LIMITS ARE APPROXIMATE

BASED ON THE BEST ESTIMATE OF AREA TO BE IMPACTED BY

THE PROJECT WORK.

6. CONTRACTOR MAY BE REQUIRED TO INSTALL/UNINSTALL

AND/OR ADJUST EROSION CONTROL ITEMS BASED ON

PROJECT PHASING AND WORK AREA SEQUENCING BEYOND

WHAT IS SHOWN ON THIS DRAWING. ADJUSTMENTS SHALL BE

INCIDENTAL TO TEMPORARY POLLUTION, EROSION AND

SILTATION CONTROL.

7. TEMPORARY CHECK DAMS SHALL BE PLACED EVERY 200 FEET

ALONG PROPOSED DITCH BOTTOM.

8. ANY SEDIMENT THAT COLLECTS WITHIN EXISTING POND

DURING CONSTRUCTION MUST BE REMOVED AND EXISTING

POND ELEVATION RESTORED

PROPOSED DOUBLE

SILT FENCE

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

Fi le

: Q :\O

R L\

Ac tiv e\

_P on d\

-E C

; P lo tte d:

A M b y

H R

, Z

K; S av ed : 1

AM b y

H R

KEY PLAN

1 2 3 4 5

Dwn by:

Reviewed by:

Date: Rev.

Ckd by: M&N Project No.

Description Date Appr.Rev

WHITING AVIATION PARK

STORM POND EXPANSION

CKARY W. STUHR

P R

FESSIONAL ENGIN

FLO RI DA

STATE OF

No. 77671

LICENSE

226 SOUTH PALAFOX PLACE, FLOOR 6

PENSACOLA, FL 32502

TEL: +1 850 815 3040

Sheet Reference No.

Sheet Title

Seal

Sheet Title

Client

Project Phase:

Issued Date:

1 2 3 4 5

100' 0' 100' 200'

SCALE: 1''=100'

INDEX: OF

211429JHZS

100% DESIGN

ZS 2024/09 -

EROSION CONTROL PLAN

EC101

8 17

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

Fi le

: Q :\O

R L\

Ac tiv e\

_P on d\

-E C

; P lo tte d:

A M b y

H R

, Z

K; S av ed : 1

AM b y

H R

1 2 3 4 5

Dwn by:

Reviewed by:

Date: Rev.

Ckd by: M&N Project No.

Description Date Appr.Rev

WHITING AVIATION PARK

STORM POND EXPANSION

CKARY W. STUHR

P R

FESSIONAL ENGIN

FLO RI DA

STATE OF

No. 77671

LICENSE

226 SOUTH PALAFOX PLACE, FLOOR 6

PENSACOLA, FL 32502

TEL: +1 850 815 3040

Sheet Reference No.

Sheet Title

Seal

Sheet Title

Client

Project Phase:

Issued Date:

1 2 3 4 5

STORMWATER POLLUTION PREVENTION PLAN CONTRACTOR'S REQUIREMENTS

SITE DESCRIPTION

WHITING AVIATION PARK POND EXPANSION

SANTA ROSA COUNTY, FLORIDA

6495 CAROLINE STREET, SUITE M

MILTON, FLORIDA

(850) 983-1877

SITE LOCATION:

THE PROJECT IS LOCATED ON NORTH SIDE OF MARTY MARTIN ROAD JUST

EAST OF THE INTERSECTION WITH DON SALTER BLVD IN SANTA ROSA

COUNTY FLORIDA.

SANTA ROSA COUNTY, FLORIDA

SECTION 01, TOWNSHIP 02 SOUTH, RANGE 28 EAST

DESCRIPTION:

SOIL DISTURBING ACTIVITIES WILL INCLUDE:

CLEARING AND GRUBBING, EARTHWORK, GRADING, AND GRASSING.

SOILS:

SEE SOIL BORING REPORT AND SOILS SURVEY FOR SOILS DATA.

SITE MAPS:

* SEE ATTACHED CONSTRUCTION PLANS FOR POST DEVELOPMENT

GRADES, AREAS OF SOILS, DISTURBANCE, LOCATION OF PROTECTED

AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS AND

STORM WATER DISCHARGE POINTS.

SITE AREA: 1. TOTAL AREA TO BE DISTURBED = 8.5 ± ACRES

MS4 OPERATOR NAME: SANTA ROSA COUNTY FLR04E069

CONTROLS

THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL EROSION

AND SEDIMENTATION CAUSED BY STORMWATER RUNOFF. EROSION AND

SEDIMENTATION CONTROLS ON THE SITE PLAN HAVE BEEN PREPARED TO

INSTRUCT THE CONTRACTOR ON PLACEMENT OF THESE CONTROLS. IT IS

THE CONTRACTORS RESPONSIBILITY TO INSTALL AND MAINTAIN THE

CONTROLS PER PLAN AS WELL AS ENSURING THE PLAN IS PROVIDING THE

PROPER PROTECTION AS REQUIRED BY FEDERAL, STATE AND LOCAL LAWS.

REFER TO "CONTRACTORS RESPONSIBILITY" FOR A VERBAL DESCRIPTION

OF THE CONTROLS THAT MAY BE IMPLEMENTED.

STORMWATER MANAGEMENT

STORMWATER TREATMENT AND ATTENUATION WILL BE PROVIDED IN THE

EXISTING WHITING AVIATION PARK REGIONAL STORMWATER MANAGEMENT

POND.

GENERAL

THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S

REQUIREMENTS OUTLINED HEREON AND THOSE MEASURES SHOWN ON

THE SWPPP SITE PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE

ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH

APPLICABLE PERMIT CONDITIONS AND STATE WATER QUALITY STANDARDS.

DEPENDING ON THE NATURE OF MATERIALS AND METHODS OF

CONSTRUCTION THE CONTRACTOR MAY BE REQUIRED TO IMPLEMENT

SEDIMENTATION CONTROL MEASURES NOT SPECIFICALLY LISTED OR

SHOWN HEREON AT NO COST TO THE OWNER.

SEQUENCE OF MAJOR ACTIVITIES:

THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS:

1. INSTALL EROSION AND SEDIMENTATION CONTROLS ACCORDING TO

THE CONTRACT DOCUMENTS.

2. CONSTRUCT SITE IMPROVEMENTS.

3. INSTALL ADDITIONAL EROSION AND SEDIMENTATION CONTROLS AS

MAY BE WARRANTED TO CONTROL ADVERSE ENVIRONMENTAL

IMPACTS AND TO MEET APPLICABLE PERMIT REQUIREMENTS.

4. MAINTAIN EROSION AND SEDIMENTATION CONTROLS AND REPAIR

ERODED AREAS THROUGHOUT CONSTRUCTION UNTIL THE SITE IS

STABILIZED AND ACCEPTED BY THE OWNER.

5. REMOVE EROSION AND SEDIMENTATION CONTROLS WHEN THE SITE IS

FULLY STABILIZED AND APPROVED BY THE ENGINEER.

PERMITS:

1. CONTRACTOR SHALL OBTAIN A NATIONAL POLLUTANT DISCHARGE

ELIMINATION SYSTEM (NPDES) PERMIT FOR CONSTRUCTION ACTIVITIES

AND SHALL ABIDE BY NPDES PERMIT CONDITIONS. CONTRACTOR MAY

UTILIZE THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP)

INCLUDED IN THESE PLANS OR PROVIDE HIS OWN SWPPP FOR NPDES

PERMITTING.

2. THIS PROJECT IS AUTHORIZED UNDER THE GENERAL ENVIRONMENTAL

RESOURCE PERMIT (GEN-113-320596-1), WHICH WAS ISSUED BY THE

NORTHWEST FLORIDA WATER MANAGEMENT DISTRICT (NWFWMD) FOR

THE PROJECT FOR THE REGIONAL STORMWATER MANAGEMENT

FACILITY.

3. COST FOR OBTAINING AN NPDES PERMITS AND FOR ABIDING BY ALL

PERMIT CONDITIONS SHALL BE BORNE BY THE CONTRACTOR.

4. CONTRACTOR SHALL PROVIDE A COPY OF HIS NPDES PERMIT NOI TO

THE SANTA ROSA COUNTY OFFICE OF THE COUNTY ENGINEER.

5. THE CONTRACTOR SHALL PROVIDE THE COUNTY ENGINEER A COPY OF

THE NPDES PERMIT PRIOR TO COMMENCING CONSTRUCTION

ACTIVITIES AS REQUIRED BY FDEP'S NPDES PROGRAM.

TIMING OF CONTROLS/MEASURES

AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES

AND HAY BALES, WILL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING

OF ANY OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL

BE INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE

CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY

CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN

AREA, THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE

WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE

ACCUMULATED SEDIMENT WILL BE REMOVED FROM ANY SEDIMENT TRAPS,

AND THE SITE STABILIZED IN ACCORDANCE WITH THE EROSION &

SEDIMENTATION CONTROL PLAN.

CONTROLS

IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION

AND SEDIMENTATION CONTROLS AS SHOWN ON THE SITE PLAN. IT IS ALSO

THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE CONTROLS ARE

PROPERLY INSTALLED, MAINTAINED AND FUNCTIONING PROPERLY TO

PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE.

THE CONTRACTOR WILL ADJUST THE EROSION AND SEDIMENTATION

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 SEDIMENTATION CONTROL

REQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER. THE FOLLOWING

BEST MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE

CONTRACTOR AS REQUIRED BY THE EROSION AND SEDIMENTATION

CONTROL PLAN AND AS REQUIRED TO MEET THE EROSION AND

SEDIMENTATION REQUIREMENTS IMPOSED ON THE PROJECT SITE BY THE

REGULATORY AGENCIES.

EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES

1. HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW

DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE

FOLLOWING LIMITATIONS:

1.A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT.

1.B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM

CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES.

1.C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS.

1.D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW

BALE BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES

WHERE THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY,

MEASURES SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO

INSURE AGAINST WASHOUT.

2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED

BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION

WITH THE FOLLOWING LIMITATIONS:

2.A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT.

2.B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM

CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES.

3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED

BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION

WHERE ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE. USE OF

BRUSH BARRIER MUST RECEIVE SEPARATE APPROVAL FROM THE

OWNER.

4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE

SEDIMENT-FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED

AWAY FROM THE GRADED AREAS ONTO UNDISTURBED STABILIZED

AREAS. THIS PRACTICE APPLIES ONLY IN THOSE SITUATIONS WHERE

THE SPREADER CAN BE CONSTRUCTED ON UNDISTURBED SOIL AND

THE AREA BELOW THE LEVEL LIP IS STABILIZED. THE WATER SHOULD

NOT BE ALLOWED TO RECONCENTRATE AFTER RELEASE.

5. STOCKPILING MATERIAL: 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.

6. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN, RAW

ERODIBLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS

OR EXCAVATION AND FILLING OPERATIONS SHALL NOT EXCEED 20

ACRES. THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS

WITH AN EROSION CONTROL PLAN WHICH DEMONSTRATES THAT

OPENING OF ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT

OFF-SITE DEPOSIT OF SEDIMENTS.

7. DROP INLET PROTECTION: PROVIDE SEDIMENT CONTROL MEASURES

AS APPROPRIATE DURING CONSTRUCTION INCLUDING BUT NOT

LIMITED TO STRAW BALE DROP INLET SEDIMENT FILTERS AND/OR

PRE-MANUFACTURED INLET INSERTS (ULTRA-TECH

ULTRA-GRATEGUARD GRATE COVER, ULTRA-TECH ULTRA-DRAINGUARD

CATCH BASIN INSERT, OR EQUIVALENT) AT ALL EXISTING OR INSTALLED

DROP INLET BOXES WHERE THE TOP OF BOX IS NOT AT LEAST 10"

ABOVE THE NEAREST ADJACENT UNFINISHED GRADE.

8. CURB INLET PROTECTION: PROVIDE SEDIMENT CONTROL MEASURES

AS APPROPRIATE DURING CONSTRUCTION INCLUDING BUT NOT

LIMITED TO STRAW BALE CURB INLET SEDIMENT FILTERS AND/OR

PRE-MANUFACTURED INLET INSERTS (ULTRA-TECH

ULTRA-CURBGUARD, ULTRA-TECH ULTRA-GUTTERGUARD, OR

EQUIVALENT) AT ALL EXISTING OR INSTALLED CURB INLETS.

9. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION

OPERATIONS AND THAT ARE NOT ANTICIPATED TO BE RE-EXCAVATED

OR DRESSED AND RECEIVE FINAL GRASSING TREATMENT WITHIN 20

DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS OR SIMILAR

SPECIES WHICH WILL PROVIDE AN EARLY COVER DURING THE SEASON

IN WHICH IT IS PLANTED AND WILL NOT LATER COMPETE WITH THE

PERMANENT GRASSING.

EROSION AND SEDIMENT CONTROLS STABILIZATION PRACTICES

CONTINUED

10. TEMPORARY SEEDING AND MULCHING: SLOPES STEEPER THAN 6:1

THAT FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8

ABOVE SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY

2 INCHES LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF

THE SEEDED AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND

MULCH.

11. TEMPORARY GRASSING: THE SEEDED OR SEEDED AND MULCHED

AREA(S) SHALL BE ROLLED AND WATERED OR HYDROMULCHED OR

OTHER SUITABLE METHODS IF REQUIRED TO ASSURE OPTIMUM

GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS

COVER. TEMPORARY GRASSING SHALL BE THE SAME MIX & AMOUNT

REQUIRED FOR PERMANENT GRASSING IN THE CONTRACT

SPECIFICATIONS.

12. TEMPORARY REGRASSING: IF, AFTER 30 DAYS FROM SEEDING, THE

TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75

PERCENT GOOD GRASS COVER, THE AREA WILL BE REWORKED AND

ADDITIONAL SEED APPLIED SUFFICIENT TO ESTABLISH THE DESIRED

VEGETATIVE COVER.

13. MAINTENANCE: ALL FEATURES OF THE PROJECT DESIGNED AND

CONSTRUCTED TO PREVENT EROSION AND SEDIMENT SHALL BE

MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO

FUNCTION AS THEY WERE ORIGINALLY DESIGNED AND CONSTRUCTED.

14. PERMANENT EROSION CONTROL: THE EROSION CONTROL FACILITIES

OF THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON

THE OFFSITE FACILITIES.

15. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY

CONSTRUCTION WILL, AS A MINIMUM, BE SEEDED. THE SEEDING MIX

MUST PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH

SEASONAL VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE

SODDED.

16. REFER TO OTHER NOTES AND/OR DETAILS FOR MORE RESTRICTIVE

GRASSING/SODDING REQUIREMENTS.

STRUCTURAL PRACTICES

1. THE FOLLOWING MEASURES MAY BE USED EARLY IN THE PROJECT AS

APPROPRIATE.

2. TEMPORARY DIVERSION DIKE: TEMPORARY DIVERSION DIKES MAY BE

USED TO DIVERT RUNOFF THROUGH A SEDIMENT-TRAPPING FACILITY.

3. TEMPORARY SEDIMENT TRAP: A SEDIMENT TRAP SHALL BE INSTALLED

IN A DRAINAGE WAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF

DISCHARGE FROM A DISTURBED AREA. THE FOLLOWING SEDIMENT

TRAPS MAY BE CONSTRUCTED EITHER INDEPENDENTLY OR IN

CONJUNCTION WITH A TEMPORARY DIVERSION DIKE:

3.A. BLOCK & GRAVEL SEDIMENT FILTER - THIS PROTECTION IS

APPLICABLE WHERE HEAVY FLOWS AND/OR WHERE AN OVERFLOW

CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING

AROUND THE STRUCTURE.

3.B. GRAVEL SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE

WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT

WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE

EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT

STRUCTURES & UNPROTECTED AREAS.

3.C. DROP INLET SEDIMENT TRAP - THIS PROTECTION IS APPLICABLE

WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (S < 5%) AND

WHERE SHEET OR OVERLAND FLOWS (Q < 0.5 CFS) ARE TYPICAL.

THIS METHOD SHALL NOT APPLY TO INLETS RECEIVING

CONCENTRATED FLOWS SUCH AS IN STREET OR HIGHWAY

MEDIANS.

4. OUTLET PROTECTION: REQUIRED AT THE OUTLETS OF ALL PIPES AND

PAVED CHANNEL SECTIONS WHERE THE FLOW COULD CAUSE EROSION

& SEDIMENT PROBLEM TO THE RECEIVING WATER BODY. SILT FENCE &

HAY BALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE

DISCHARGE STRUCTURE AS SHOWN ON THE OUTLET PROTECTION

DETAIL.

5. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE

LOCATIONS THAT SERVE AN AREA WITH 10 OR MORE DISTURBED

ACRES AT ONE TIME, THE PROPOSED STORM WATER PONDS (OR

TEMPORARY PONDS) WILL BE CONSTRUCTED FOR USE AS SEDIMENT

BASINS. THESE SEDIMENT BASINS MUST PROVIDE A MINIMUM OF 3,600

CUBIC FEET OF STORAGE PER ACRE DRAINED UNTIL FINAL

STABILIZATION OF THE SITE.

5.A. THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED

DOES NOT APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS

FROM ONSITE AREAS THAT ARE EITHER UNDISTURBED OR HAVE

UNDERGONE FINAL STABILIZATION WHERE SUCH FLOWS ARE

DIVERTED AROUND BOTH THE DISTURBED AREA AND THE

SEDIMENT BASIN. ANY TEMPORARY SEDIMENT BASINS

CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN

ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL.

ALL SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY

SEDIMENT TRAPS MUST BE REMOVED UPON FINAL STABILIZATION.

OTHER CONTROLS

1. LAND CLEARING/EXCAVATION MATERIALS

EXCESS SOIL AND OTHER LAND CLEARING MATERIALS SHALL BE

DISPOSED OF IN LAWFULLY PERMITTED OFF SITE FACILITIES. THE

OWNER MAY PROVIDE ONSITE UPLAND LOCATION(S) FOR TEMPORARY

OR PERMANENT DISPOSAL OF SOIL OR LAND CLEARING DEBRIS.

OTHER CONTROLS CONTINUED

2. WASTE MATERIALS

CONTRACTOR SHALL BE RESPONSIBLE FOR STORING AND ULTIMATE

DISPOSAL OF ALL WASTE MATERIALS IN ACCORDANCE WITH LOCAL,

STATE, AND FEDERAL LAWS, RULES, CODES, AND REGULATIONS.

ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE

COLLECTED AND STORED IN A SECURELY LIDDED METAL CONTAINER.

THE CONTAINER WILL MEET ALL LOCAL AND STATE SOLID WASTE

MANAGEMENT REGULATIONS. THE CONTAINER WILL BE EMPTIED AS

NEEDED AND THE TRASH WILL BE HAULED TO A STATE APPROVED

LANDFILL. ALL PERSONNEL WILL BE INSTRUCTED REGARDING THE

CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES STATING

THESE PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY

THE CONSTRUCTION SUPERINTENDENT. THE INDIVIDUAL WHO

MANAGES THE DAY-TO-DAY SITE OPERATIONS WILL BE RESPONSIBLE

FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED.

3. HAZARDOUS WASTE

ANY AND ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN

THE MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE

MANUFACTURER. SITE PERSONNEL WILL BE INSTRUCTED IN THESE

PRACTICES AND THE SITE SUPERINTENDENT. THE INDIVIDUAL WHO

MANAGES DAY-TO-DAY SITE OPERATIONS WILL BE RESPONSIBLE FOR

SEEING THAT THESE PRACTICES ARE FOLLOWED.

4. SANITARY WASTE

ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS

AS NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE

COLLECTED AND DEPOSED OF IN ACCORDANCE WITH STATE AND

LOCAL WASTE DISPOSAL REGULATIONS FOR SANITARY SEWER OR

SEPTIC SYSTEMS.

5. OFFSITE VEHICLE TRACKING

A STABILIZED CONSTRUCTION ENTRANCE WILL BE PROVIDED TO HELP

REDUCE VEHICLE TRACKING OF SEDIMENTS.

FOR POLLUTION PREVENTION PLAN

THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE

PRESENT ONSITE DURING CONSTRUCTION:

SPILL PREVENTION

MATERIAL MANAGEMENT PRACTICES

THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL

BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL

EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF.

GOOD HOUSEKEEPING

THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED

ONSITE DURING THE CONSTRUCTION PROJECT.

* AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT

REQUIRED TO DO

THE JOB.

* ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT,

ORDERLY MANNER IN

THEIR APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF

OR OTHER

ENCLOSURE.

* PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE

ORIGINAL

MANUFACTURER'S LABEL.

* SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS

RECOMMENDED BY

THE MANUFACTURER.

* WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE

DISPOSING OF THE CONTAINER.

* MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND

DISPOSAL WILL BE

FOLLOWED.

* THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE

MATERIALS ONSITE

RECEIVE PROPER USE AND DISPOSAL.

HAZARDOUS PRODUCTS

THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED

WITH HAZARDOUS MATERIALS.

* PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY

ARE NOT RESEALABLE.

* ORIGINAL LABELS AND MATERIAL SAFETY DATA SHEETS WILL BE

RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION.

* IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURER'S OR

LOCAL AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL

WILL BE FOLLOWED.

SPILL PREVENTION CONTINUED

PRODUCT SPECIFIC PRACTICES

THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED

ONSITE:

PETROLEUM PRODUCTS

ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE

REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF

LEAKAGE. PETROLEUM BASED PRODUCTS WILL BE STORED IN

TIGHTLY SEALED CONTAINERS WHICH ARE CLEARLY LABELED.

FERTILIZERS

FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS

RECOMMENDED. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO

THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE WILL BE

IN A COVERED AREA. THE CONTENTS OF ANY PARTIALLY USED BAGS

OF FERTILIZER WILL BE TRANSFERRED TO A SEALABLE PLASTIC BIN

TO AVOID SPILLS.

PAINTS

USE MANUFACTURES SPECIFICATIONS AND RECOMMENDATIONS FOR

STORAGE AND DISPOSAL OF PAINT PRODUCTS.

CONCRETE TRUCKS

SHALL NOT BE CLEANED OR DISCHARGE SPOILED OR UNUSED

CONCRETE ONSITE UNLESS OTHERWISE COORDINATED WITH THE

OWNER

FUELING/LUBRICATION/MAINTENANCE OF VEHICLES AND EQUIPMENT

FUEL SHALL NOT BE STORED ONSITE. ALL FUEL, LUBRICANTS, AND

RELATED SUBSTANCES SHALL BE PROVIDED VIA FUEL/LUBRICATION

TRUCK. ONLY REQUIRED FUELING AND NORMAL MINOR LUBRICATION

AND MAINTENANCE WILL OCCUR ONSITE.

SPILL CONTROL PRACTICES

IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL

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 ON SITE AND SITE PERSONNEL WILL BE

MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE

INFORMATION AND CLEANUP SUPPLIES.

MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL

BE KEPT IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND

MATERIALS WILL INCLUDE BUT NOT BE LIMITED TO BROOMS, DUST

PANS, MOPS, RAGS, GLOVES, GOGGLES, LIQUID ABSORBENT (i.e.

KITTY LITTER OR EQUAL), SAND, SAWDUST, AND PLASTIC AND METAL

TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE.

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.

SPILL OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO

THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY,

REGARDLESS OF THE SIZE OF THE SPILL.

THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE

MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING

AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A

DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP

MEASURES WILL ALSO BE INCLUDED.

THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE

OPERATIONS WILL BE THE SPILL PREVENTION AND CLEANUP

COORDINATOR. HE/SHE WILL DESIGNATE AT LEAST ONE 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 IF APPLICABLE, IN THE OFFICE

TRAILER ONSITE.

INDEX: OF

211429JHZS

100% DESIGN

ZS 2024/09 -

STORMWATER

POLLUTION PREVENTION

PLAN

EC111

9 17

EC112

SINGLE ROW AND DOUBLE ROW STAKED SILT FENCE

SCALE: NTS

EC112

STAKED HAYBALE DITCH LINING

SCALE: NTS

EC112

INLET PROTECTION

SCALE: NTS

DRAWING SCALES SHOWN BASED ON 22"x34" DRAWING

Fi le

: Q :\O

R L\

Ac tiv e\

_P on d\

-E C

; P lo tte d:

A M b y

H R

, Z

K; S av ed : 1

AM b y

H R

1 2 3 4 5

Dwn by:

Reviewed by:

Date: Rev.

Ckd by: M&N Project No.

Description Date Appr.Rev

WHITING AVIATION PARK

STORM POND EXPANSION

CKARY W. STUHR

P R

FESSIONAL ENGIN

FLO RI DA

STATE OF

No. 77671

LICENSE

226 SOUTH PALAFOX PLACE, FLOOR 6

PENSACOLA, FL 32502

TEL: +1 850 815 3040

Sheet Reference No.

Sheet Title

Seal

Sheet Title

Client

Project Phase:

Issued Date:

1 2 3 4 5

NOTES FOR SYNTHETIC BALES OR BALE TYPE BARRIERS

1. BALES SHALL BE TRENCHED 3" TO 4" AND ANCHORED WITH 2-1" x 2" (OR 1" DIA.) x

4' WOOD STAKES. STAKES OR OTHER MATERIAL OR SHAPE PROVIDING EQUIVALENT

STRENGTH MAYBE USED IF APPROVED BY THE ENGINEER. STAKES OTHER THAN

WOOD SHALL BE REMOVED UPON COMPLETION OF THE PROJECT.

2. ADJACENT BALES SHALL BE BUTTED FIRMLY TOGETHER.

3. WHERE USED IN CONJUNCTION WITH SILT FENCE, BALES SHALL BE PLACED ON

THE UPSTREAM SIDE OF THE FENCE.

4. SANDBAGS OR ROCK BAGS SHALL BE CONSIDERED EQUIVALENT.

A A

POINT A SHOULD BE HIGHER THAN POINT B

STAKED AND ENTRENCHED

STRAW BALE

BINDING WIRE

OR TWINE

FILTERED RUNOFF

COMPACTED SOIL

TO PREVENT PIPING

SEDIMENT LADEN RUNOFF

FILTER FABRIC

FLOW

FILTER FABRIC

NOTES FOR STAKED SILT FENCE

1. SET THE POSTS AND EXCAVATE A 4"x4" TRENCH UP SLOPE ALONG THE LINE OF POSTS. POSTS SHALL BE SPACED A MAX. OF 10' APART @ THE BARRIER LOCATION & DRIVEN INTO THE GROUND A MIN. OF 12". WHEN EXTRA STRENGTH FABRIC IS USED

WITHOUT THE WIRE SUPPORT FENCE, POST SPACING SHALL NOT EXCEED 6'.

2. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED TO THE UP SLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES @ LEAST 1" LONG, TIE WIRES OR HOG RINGS. THE WIRE MESH SHALL 20 GA. MIN OR TYPE A FENCE FABRIC AND EXTEND INTO THE TRENCH A MIN. OF 2" & SHALL NOT EXTEND MORE THAN 36"

ABOVE THE ORIGINAL GROUND SURFACE.

3. ATTACH THE FILTER FABRIC TO THE WIRE MESH FENCE & EXTEND IT INTO THE TRENCH

A MIN. OF 8".

4. BACKFILL AND COMPACT THE EXCAVATED SOIL.

5. WHEN ATTACHING TWO SILT FENCES TOGETHER, PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE. ROTATE BOTH POSTS TOGETHER @ LEAST 180 DEGREES ON A CLOCKWISE DIRECTION TO CREATE A TIGHT

SEAL WITH THE FILTER FABRIC & DRIVE BOTH POSTS INTO THE GROUND.

STAKE

TRENCH

(TYP)STAKE

(TYP)

FILTER FABRIC

OVER HOGWIRE

(TYP)

4" (TYP)

EXTEND FABRIC AND

WIRE INTO TRENCH

(TYP)

2'-6"

(TYP)

1'-6"

MIN

ADD REINFORCED

DOUBLE ROW TO

LOCATIONS PER PLAN

SEE SHEET C-101

ADD DOUBLE ROW TO

LOCATIONS PER PLAN

SEE SHEET C-101

STAKED HAYBALE

W/ 2"x2"x4' STAKE

(2 PER BALE)

FILTER FABRIC

OVER HOGWIRE

(TYP)

SEDIMENTATION AND EROSION CONTROL NOTES FOR DEMOLITION

1. REFER TO GENERAL CONSTRUCTION NOTES.

2. DEMOLITION INCLUDES COMPLETE WRECKING OF STRUCTURES AND THE REMOVAL AND DISPOSAL OF PAVEMENT, STRUCTURES, PIPING, MECHANICAL AND ELECTRICAL EQUIPMENT, CONCRETE, STEEL, AND ALL OTHER MISCELLANEOUS MATERIALS AND DEBRIS AS REQUIRED TO PREPARE

THE SITE FOR NEW CONSTRUCTION.

3. ALL SEDIMENTATION / EROSION CONTROLS MUST BE CONSTRUCTED / IN PLACE PRIOR TO DEMOLITION.

4. THE USE…

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