TECHNICAL MEMORANDUM AIR QUALITY SCREENING TEST

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TECHNICAL MEMORANDUM

AIR QUALITY SCREENING TEST Date: November 2, 2009 Subject: FDOT WPI Segment Number: 419235-2 Interstate 75 (I-75) PD&E Study, Moccasin Wallow Road to South of US 301 Manatee and Hillsborough Counties, FL The referenced proposed project is located in Manatee and Hillsborough Counties, FL, an area currently designated as being attainment for the following criteria air pollutants: nitrogen dioxide, particulate matter (2.5 microns in size and 10 microns in size), sulfur dioxide, carbon monoxide, lead and ozone. The ETDM Programming Screen (ETDM #8001) performed in 2007 for this project concluded that Air Quality be identified with a summary degree of effect of Minimal. The preferred alternative was subjected to a carbon monoxide (CO) screening model that makes various conservative worst-case assumptions related to site conditions, meteorology and traffic. The Florida Department of Transportation’s (FDOT’s) screening model, CO Florida 2004 (released September 7, 2004) uses the latest United States Environmental Protection Agency (USEPA) approved software (MOBILE6 and CAL3QHC) to produce estimates of one-hour and eight-hour CO levels at default air quality receptor locations. The one-hour and eight-hour estimates can be directly compared to the one and eight hour National Ambient Air Quality Standards (NAAQS) for CO that are 35 parts per million (ppm) and 9 ppm, respectively. The Big Bend Road Interchange is forecasted to have the highest total traffic volumes around the receptors adjacent to the merge/diverge areas with Big Bend Road, while Gibsonton Drive is forecasted to have the highest total traffic volumes around the receptors adjacent to the merge/diverge areas with I-75. For purposes of this screening both interchanges were subjected to a CO Screening assuming a diamond interchange within CO Florida 2004. The Build and No-Build scenarios for the design year (2035) were evaluated using PM peak hour volumes. Estimates of CO were predicted for receptors with distances from the edge of roadway as identified on the baseplans for the no-build and build scenarios. These distances were entered into the model as the minimum distances from the edge of pavement to the right-of-way lines for the arterial roadway along with the on/off ramps. Graphics depicting these distances are attached to this memorandum. Based on the results from the screening model, the highest project-related CO one and eight hour levels are not predicted to meet or exceed the one or eight hour NAAQS for this pollutant with either the Build or No-Build alternatives. As such, the project “passes” the screening model test. The results of the screening model test, along with the traffic data used in the analysis, are attached to this memorandum. “The project is located in an area which is designated attainment for all of the National Ambient Air Quality Standards under the criteria provided in the Clean Air Act. Therefore, the Clean Air Act conformity requirements do not apply to the project.”

880 885 890 895 900 905 910 915 920 925 930 935 940 945 950

BULLFROG CREEK RD

INTERSTATE

75

TECOBIG

BE

ND

RD

OL

D B

IG B

EN

D R

D

GOLDEN ASTER SCRUB

NATURE PRESERVE

(TIITF)

HIL

LS

BO

RO

UG

H

672

CO

UN

TY

OL

D B

IG B

EN

D R

D

OL

D B

IG B

EN

D R

D

BULLFROG CREEK

HILLSBOROUGH

COUNTY

PUBLIC WORKS

HILLSBOROUGH

COUNTY

VANCE VOGEL

PARK

Structure No. 100363


HILLSBOROUGH

COUNTY

PROPOSED

SOUTHSHORE

COMMONS

USER: 5lyntsd 11/2/2009 2:51:45 PM f:\project\5077075\41923522201\aaa\dgn-rw-requirement-diagrams\ExistRW_02.dgn

POTENTIAL BUSINESS RELOCATION

NUMBER OF BUSINESSES WITHIN PARCEL

POTENTIALLY CONTAMINATED SITE

POTENTIAL POND SITE

NUMBER OF RESIDENCES WITHIN PARCEL

POTENTIAL RESIDENTIAL RELOCATION

PROPERTY LINES

FEMA 100 YEAR FLOOD PLAIN

BBxx

RRxx

xx

xx

P

CC SHEET

NO.WATERS BOUNDARY

WETLAND OR OTHER SURFACE

LE

GE

ND

EXISTING LA ROW

PROPOSED LA ROW

EXISTING ROW

PUBLIC MANAGED LANDS

FROM MOCCASIN WALLOW RD TO SOUTH OF US 301

BARRIER WALL

# GUL

# SUL

NUMBER OF GENERAL USE LANES

NUMBER OF SPECIAL USE LANES

PROPOSED EDGE OF TRAVEL LANE

SPECIAL USE LANES

GENERAL USE LANES

BRIDGES

BIG BEND ROAD AT I-75

I-75 PD & E STUDY - WPI SEG. NO. 419235-2

EXISTING RIGHT-OF-WAYDATE OF AERIAL: JUNE, 2008

PAIR QUALITY SCREENING

0 80

Feet

400

50’

70’

49’

55’ DIMENSIONS ARE FROM EDGE OF TRAVEL LANE TO RIGHT-OF-WAY LINE.

NOTE: DIMENSIONS ARE APPROXIMATE.

3 GUL

2 SUL

2 SUL

3 GUL

3 GUL

2 SUL

2 SUL

3 GUL

880 885 890 895 900 905 910 915 920 925 930 935 940 945 950

BULLFROG CREEK RD

INTERSTATE

75

TECOBIG

BE

ND

RD

OL

D B

IG B

EN

D R

D

GOLDEN ASTER SCRUB

NATURE PRESERVE

(TIITF)

HIL

LS

BO

RO

UG

H

672

CO

UN

TY

OL

D B

IG B

EN

D R

D

OL

D B

IG B

EN

D R

D

BULLFROG CREEK

HILLSBOROUGH

COUNTY

PUBLIC WORKS

HILLSBOROUGH

COUNTY

VANCE VOGEL

PARK



HILLSBOROUGH

COUNTY

PROPOSED

SOUTHSHORE

COMMONS

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POTENTIAL POND SITE



PROPERTY LINES


BBxx

RRxx

xx

xx

P

CC SHEET

NO.WATERS BOUNDARY


LE

GE

ND

EXISTING LA ROW

PROPOSED LA ROW

EXISTING ROW



BARRIER WALL

# GUL

# SUL




SPECIAL USE LANES

GENERAL USE LANES

BRIDGES

BIG BEND ROAD AT I-75


PROPOSED RIGHT-OF-WAYDATE OF AERIAL: JUNE, 2008

PAIR QUALITY SCREENING

0 80

Feet

400

94’

94’

40’ 44’

27’

94’

36’

113’

DIMENSIONS ARE FROM EDGE OF TRAVEL LANE TO RIGHT-OF-WAY LINE.


1100

1105

1110

1115

1120

1125

1130

1135

1140

1145

1150

1155

1160

1165

1170

CY

PR

ES

S H

AR

BO

R D

R

BU

LL

FR

OG

CT

NU

ND

Y A

VE

GIB

SON

TON

DR

OLD GIBSONTON RD

INTERSTATE

75

BULLFROG CREEK

ESTATES

RING POWER

CORP.

BU

LL

FR

OG

CR

EE

K

GIB

SO

NT

ON

DR

OLD GIBSONTON DR

NE

W E

AST

BA

Y R

D

WAL-MART

FERN H

ILL RD

GIB

SON

TO

N D

R

KENLAKE DR

RACEW

AY






CC

ALAFIA RIVER

ALAFIA RIVER

SADDLE CREEK

LAND CORP

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POTENTIAL POND SITE



PROPERTY LINES


BBxx

RRxx

xx

xx

P

CC SHEET

NO.WATERS BOUNDARY


LE

GE

ND

EXISTING LA ROW

PROPOSED LA ROW

EXISTING ROW



BARRIER WALL

# GUL

# SUL




SPECIAL USE LANES

GENERAL USE LANES

BRIDGES


EXISTING RIGHT-OF-WAYDATE OF AERIAL: JUNE, 2008

P GIBSONTON DRIVE AT I-75AIR QUALITY SCREENING

0 80

Feet

400

92’

92’

93’

89’

77’

56’

38’

125’



2 SUL

2 SUL

3 GUL

2 SUL

2 SUL

3 GUL

3 GUL

2 SUL

2 SUL

3 GUL

3 GUL + 1 AUX

3 GUL + 1 AUX

1100

1105

1110

1115

1120

1125

1130

1135

1140

1145

1150

1155

1160

1165

1170

CY

PR

ES

S H

AR

BO

R D

R

BU

LL

FR

OG

CT

NU

ND

Y A

VE

GIB

SON

TON

DR

OLD GIBSONTON RD

INTERSTATE

75

BULLFROG CREEK

ESTATES

RING POWER

CORP.

BU

LL

FR

OG

CR

EE

K

GIB

SO

NT

ON

DR

OLD GIBSONTON DR

NE

W E

AST

BA

Y R

D

WAL-MART

FERN H

ILL RD

GIB

SON

TO

N D

R

KENLAKE DR

RACEW

AY






CC

ALAFIA RIVER

ALAFIA RIVER

SADDLE CREEK

LAND CORP

USER: 5lyntsd 11/2/2009 2:52:21 PM f:\project\5077075\41923522201\aaa\dgn-rw-requirement-diagrams\RW_03.dgn




POTENTIAL POND SITE



PROPERTY LINES


BBxx

RRxx

xx

xx

P

CC SHEET

NO.WATERS BOUNDARY


LE

GE

ND

EXISTING LA ROW

PROPOSED LA ROW

EXISTING ROW



BARRIER WALL

# GUL

# SUL




SPECIAL USE LANES

GENERAL USE LANES

BRIDGES


PROPOSED RIGHT-OF-WAYDATE OF AERIAL: JUNE, 2008

P GIBSONTON DRIVE AT I-75AIR QUALITY SCREENING

0 80

Feet

400

94’

83’

44’

100’

94’

38’125’

99’



Year

203

5 PM

Des

ign

Hou

r No

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ld T

raffi

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ata

for A

ir Q

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y Sc

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mes

as

Obt

aine

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om th

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esig

n Tr

affic

Tec

hnin

cal M

emor

andu

m, S

ept.

2009

N

565

1855

1140

1255

370

4895

Inte

rsta

te 7

542

30

1110

185

Not

e:Fi

gure

dep

icte

d as

Dia

mon

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5In

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e to

mat

ch th

e 14

8511

30C

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cree

n an

alys

is p

rogr

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Big

Ben

d R

oad

Year

203

5 PM

Des

ign

Hou

r No

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ata

for A

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Obt

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emor

andu

m, S

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2009

N

520

1570

800

1390

310

6460

Inte

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te 7

559

10

830

110

450

1190

935

Gib

sont

on D

rive

Des

ign

Traf

fic T

echn

ical

Mem

oran

dum

Te

chni

cal R

epor

t No.

1

Eval

uatio

n of

Alte

rnat

ives

WPI

Seg

men

t Num

ber:

419

235-

1

Sep

tem

ber 2

009

I-75

PD

&E

Stu

dies

, Hill

sbor

ough

& M

anat

ee C

ount

ies

50

Figu

re 4

-6a

Year

203

5 N

o-B

uild

Alte

rnat

ive

– PM

Des

ign

Hou

r Vol

umes

(Sou

th)

Fig

ure

CrosstownExpressway

4-6a

LEG

END

-Sig

naliz

ed In

ters

ectio

n

I-75

Tra

ffic

& P

D&

E St

udie

sD

esig

n Tr

affi

c Te

chni

cal M

emo

rand

umTr

affi

c S

tud

y fr

om

Mo

cc

asin

Wa

llow

Ro

ad

to

no

rth

of F

letc

her A

venu

eW

PI S

eg

me

nt

Nu

mb

er

4192

35-1

N

NTS

1,46

0

1,3601,725

2,5852,650

2,420

2,125

2,090

3,5853,585

1,965

2,930

2,440

1,790

2,3654,

125

340

2,49

0

5,755

3,300

3,975

7,24

0

1,36

063

0

6,42

0

785

330

1601,200

185695

1,765220

6901,035

200

190

110

450

8302,130

990310

1,570520

800

1,39

0

9351,190

1,870300

2,390260

1,06

0

860

380

245

2,2101,040

7951,790

185

755

2,0001,110

1,4851,130

1,300370

1,855565

1,14

01,

255

2,175545

2,720865

190

2,00

0

405

4304,290

1,2702,315

3,12

0

5,99

0

4,13

0

4,17

05,

300

5,27

5

4,15

52,

190

8,65

0

7,67

56,

470

7,29

0

5,17

0

5,83

0

3,96

0

4,47

0

4,73

0

5,33

5

850

4,15

5

4,17

05,

640

2,455

SR 674Sun City Center Blvd

MoccasinWallow Rd

1,025

Gibsonton Dr2,580

US 3015,140

Big Bend Rd

2,615

2,755

YEA

R 20

35 N

O-B

UIL

D A

LTER

NA

TIVE

PM D

ESIG

N H

OU

R V

OLU

MES

(SO

UTH

)

See Figure 4-6b

6,47

0

7,29

0

Year

203

5 PM

Des

ign

Hou

r Bui

ld T

raffi

c D

ata

for A

ir Q

ualit

y Sc

reen

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Volu

mes

as

Obt

aine

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Tec

hnin

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emor

andu

m, S

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2009

N

785

1515

1145

1290

645

7165

Inte

rsta

te 7

560

90

1520

350

Not

e:Fi

gure

dep

icte

d as

Dia

mon

d65

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hang

e to

mat

ch th

e 20

2011

30C

O S

cree

n an

alys

is p

rogr

am.

Big

Ben

d R

oad

Year

203

5 PM

Des

ign

Hou

r Bui

ld T

raffi

c D

ata

for A

ir Q

ualit

y Sc

reen

ing

Volu

mes

as

Obt

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2009

N

595

1705

630

1335

330

8675

Inte

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te 7

579

25

1055

285

Not

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gure

dep

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mon

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ch th

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Gib

sont

on D

rive

Des

ign

Traf

fic T

echn

ical

Mem

oran

dum

Te

chni

cal R

epor

t No.

1

Eval

uatio

n of

Alte

rnat

ives

WPI

Seg

men

t Num

ber:

419

235-

1

Sep

tem

ber 2

009

I-75

PD

&E

Stu

dies

, Hill

sbor

ough

& M

anat

ee C

ount

ies

62

Figu

re 4

-12a

Ye

ar 2

035

Bui

ld A

ltern

ativ

e 3

– PM

Des

ign

Hou

r Vol

umes

(Sou

th)

MoccasinWallow Rd

Big Bend Rd

Gibsonton Dr

US 301

790

510

1901,560

155770

1,930420

7651,045

230

160

285

530

1,0551,985

720330

1,705595

630

1,33

5

935765

2,100220

1,865535

1,09

5

1,16

0

135

535

1,6451,380

9652,185

350

650

1,2851,520

2,0201,130

1,725645

1,515785

1,14

51,

290

1,810515

2,055945

150

2,10

0

485

2053,950

1,2701,840

630

4,6051,735

3,63

0

CrosstownExpressway

4-12

a

1,060

1,07

5

I-75

Tra

ffic

& P

D&

E St

udie

sD

esig

n Tr

affi

c Te

chni

cal M

emo

rand

umTr

affic

Stu

dy fr

om

Moc

cas

in W

allo

w R

oad

to

north

of F

letc

her A

venu

eW

PI S

egm

ent

Num

ber

4192

35-1

Fig

ureN

NTS

2,60

5

4,38

0

2,45

03,

680

1,07

5

3,13

5

4,95

52,

250

7,30

0

6,08

56,

840

7,45

5

5,19

0

6,45

0

3,25

0

4,37

5

3,65

0

6,08

0

980

2,255

135

3,83

0

3,34

0

1,90

0

2,14

5

2,16

5

2,72

0

2,72

0

2,09

0

1,90

0

2,14

5

2,55

0

2,35

0

1,810

2,160

1,280

1,750

2,400

3,195

2,180

3,150

2,300

2,870

1,935

3,150

2,300

1,3502,5151,700

3,000

1,960

4,930

2,700

6,340

3,475

SR 674Sun City Center Blvd

YEA

R 20

35 B

UIL

D A

LTER

NA

TIVE

3PM

DES

IGN

HO

UR

VO

LUM

ES (S

OU

TH)

1,34

0

See Figure 4-12b

6,84

0

7,45

5 1,90

0

2,14

5

LEG

END

-Sig

naliz

ed In

ters

ectio

n

11-02-2009

CO Florida 2004

Project: I-75 PD&E Study from Moccasin Wallow Road to South of US 301 Facility: I-75 NO BUILD 2035 Big Bend Analyst: Corey Carter

Environmental Data: Temperature: 50 F Reid Vapor Pressure: 11.5 psi Land Use: Suburban Stability Class: D Surface Roughness: 108 Background Concentration: 1-hr = 3.3 ppm 8-hr = 2.0 ppm

Project Data: Region: 4: Hillsborough / Pinellas Year: 2035 Intersection Type: Diamond Interchange Max Freeway Traffic: 7290 veh/hour Max Arterial Traffic: 3530 veh/hour Freeway Speed: 65 Arterial Speed: 50

Receptor Data (all distances are in feet): East-West Distance North-South Distance Receptor Receptor Name from Intersection from Intersection Height ------------- ------------------ -------------------- -------- Default Rec 1 50 1020 6 Default Rec 2 50 50 6 Default Rec 3 50 46 6 Default Rec 4 150 46 6 Default Rec 5 50 -1020 6 Default Rec 6 50 -50 6 Default Rec 7 50 -46 6 Default Rec 8 150 -46 6 Default Rec 9 -50 -1020 6 Default Rec 10 -50 -50 6 Default Rec 11 -50 -46 6 Default Rec 12 -150 -46 6 Default Rec 13 -50 1020 6 Default Rec 14 -50 50 6 Default Rec 15 -50 46 6 Default Rec 16 -150 46 6

CO Florida 2004 11-02-2009 I-75 PD&E Study from Moccasin Wallow Road to South of US 301 I-75 NO BUILD 2035 Big Bend

RESULTS (including background CO): Max 1-Hr Max 8-Hr Receptor Name Conc (ppm) Conc (ppm) ------------- ---------- ---------- Default Rec 1 7.8 4.7 Default Rec 2 8.5 5.1 Default Rec 3 8.6 5.2 Default Rec 4 7.8 4.7 Default Rec 5 8.2 4.9 Default Rec 6 8.5 5.1 Default Rec 7 8.6 5.2 Default Rec 8 7.8 4.7 Default Rec 9 7.8 4.7 Default Rec 10 8.5 5.1 Default Rec 11 8.6 5.2 Default Rec 12 7.8 4.7 Default Rec 13 8.2 4.9 Default Rec 14 8.5 5.1 Default Rec 15 8.6 5.2 Default Rec 16 7.8 4.7

*********************************************************************** PROJECT PASSES - NO EXCEEDANCES OF NAAQ CO STANDARDS ARE PREDICTED ***********************************************************************

Yea

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D B

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11-02-2009

CO Florida 2004

Project: I-75 PD&E Study from Moccasin Wallow Road to South of US 301 Facility: I-75-BUILD 2035 Big Bend Analyst: Corey Carter




CO Florida 2004 11-02-2009 I-75 PD&E Study from Moccasin Wallow Road to South of US 301 I-75-BUILD 2035 Big Bend



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11-02-2009

CO Florida 2004

Project: I-75 PD&E Study from Moccasin Wallow Road to South of US 301 Facility: I-75 NO BUILD 2035 GIBSONTON Analyst: Corey Carter




CO Florida 2004 11-02-2009 I-75 PD&E Study from Moccasin Wallow Road to South of US 301 I-75 NO BUILD 2035 GIBSONTON



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11-02-2009

CO Florida 2004

Project: I-75 PD&E Study from Moccasin Wallow Road to South of US 301 Facility: I-75-BUILD 2035 GIBSONTON Analyst: Corey Carter




CO Florida 2004 11-02-2009 I-75 PD&E Study from Moccasin Wallow Road to South of US 301 I-75-BUILD 2035 GIBSONTON



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TECHNICAL MEMORANDUM AIR QUALITY SCREENING TEST

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