B.08 - Solicitation - W912HN22B4010 - Drawings - Volume 2-AMD2.pdf

PDF 25 MB Posted Sep 2, 2022

Attached to: W912HN22B4010 - Project Number PN95667-Repair Hunter Airfield Infrastructure
Solicitation number: W912HN22B4010
Issued by: Department of the Army Corps of Engineers Engineering District Savannah

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for construction services to repair Hunter Airfield infrastructure at Hunter Army Airfield in Savannah, Georgia. The U.S. Army Corps of Engineers Savannah District is seeking a firm-fixed price contract for runway, taxiway, and apron reconstruction and repairs, as well as airfield storm sewer system repairs. The construction magnitude is estimated between $25-100 million, with a period of performance of 245 calendar days from notice to proceed. The small business set-aside is under NAICS code 237310, with a size standard of $39.5 million. The bid due date is September 9, 2022. A site visit is scheduled for August 23, 2022 at 10:00 AM. The solicitation will be available on SAM.gov, and bids must be submitted electronically through PIEE. The points of contact are the contracting officer Gregory Graham and contract specialist Kassandra Robinson.

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Other files

File	Type	Posted
C.04 - Abstract-Construction - W912HN22B4010 (1).pdf	PDF	Sep 13, 2022
B.08 - Solicitation - W912HN22B4010 - Specifications-AMD3.pdf	PDF	Sep 7, 2022
B.08 - Solicitation - W912HN22B4010 - Amendment 0003.pdf	PDF	Sep 7, 2022
B.08 - Solicitation - W912HN22B4010 - Amendment 0003 - Conformed Copy.pdf	PDF	Sep 7, 2022
B.08 - Solicitation - W912HN22B4010 - Amendment 0002 - Conformed Copy.pdf	PDF	Sep 2, 2022
B.08 - Solicitation - W912HN22B4010 - Specifications-AMD2.pdf	PDF	Sep 2, 2022
B.08 - Solicitation - W912HN22B4010 - Drawings - Volume 3-AMD2.pdf	PDF	Sep 2, 2022
B.08 - Solicitation - W912HN22B4010 - Amendment 0002.pdf	PDF	Sep 2, 2022
B.08 - Solicitation - W912HN22B4010 - Drawings - Volume 1-AMD2.pdf	PDF	Sep 2, 2022
B.08 - Solicitation AMD 0001 (Conformed) - W912HN22B4010 - PN95667 Repair Airfield infrastructure HAAF GA.pdf	PDF	Aug 31, 2022
Site Visit Minutes Sign in Roster - W912HN22B4010 - HAAF Airfield infrastructure Repair.pdf	PDF	Aug 31, 2022
B.08 - Solicitation AMD 0001 (SF30) - W912HN22B4010 - PN95667 Repair Airfield infrastructure HAAF GA.pdf	PDF	Aug 31, 2022
B.08 W912HN-22-B-4010 Solicitation (95667) 20220810.pdf	PDF	Aug 10, 2022
B.08 Site Visit Map 20220624.pdf	PDF	Aug 10, 2022
B.08 W912HN-22-B-4010_SPECS.pdf	PDF	Aug 10, 2022
W912HN-22-B-4010_DRAWINGS_VOL1.pdf	PDF	Aug 10, 2022
W912HN-22-B-4010_DRAWINGS_VOL2.pdf	PDF	Aug 10, 2022
W912HN-22-B-4010_DRAWINGS_VOL3.pdf	PDF	Aug 10, 2022

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INDEX OF DRAWINGS

SHEET ID SHEET TITLE

VARIOUS

G-001

G-002

B-101

B-102

B-103

B-104

B-105

B-106

B-107

B-108

C-001

C-002

C-003

C-004

C-005

C-006

CE001

CE002

CE003

CE004

CE101

CE102

CE103

CE104

CE501

CP101

CP102

CP103

CP104

CP105

CP106

CP107

CP501

CP502

CP503

CP504

CP505

CP506

CP507

CP508

CP801

CS101

CS102

CS103

CS104

CS105

CS106

CS107

CS108

CS109

CS110

CS111

CS112

CS113

CS114

CS115

CS116

CS117

CS118

CS119

CS120

CS121

CS122

CS123

CS125

CS126

CS127

CS128

CS129

CS130

CS131

CS132

CS133

CS134

VOLUME 1 (DRAINGE PACKAGE UNDER SEPARATE COVER)

COVERSHEET VOLUME 2 (BOOK 1 OF 2)

INDEX OF DRAWINGS

SOIL BORINGS

SOIL BORINGS LOGS

CIVIL NOTES AND LEGEND

AIRFIELD GENERAL LAYOUTS AND IDENTIFICATION PLAN

PAVEMENT SECTION AND IDENTIFICATION PLAN

AIRFIELD OVERALL PLAN WITH GRID OVERLAY

GENERAL LOCATION PLAN

SEQUENCING AND DURATION OF WORK MAP

EROSION CONTROL NOTES

EROSION CONTROL CHECKLIST

TAXIWAY A EROSION CONTROL PLAN PHASE 1

TAXIWAY A EROSION CONTROL PLAN PHASE 2

PAVEMENT PLAN TAXIWAY D SHOULDER EC PLAN PHASE 1

PAVEMENT PLAN TAXIWAY D SHOULDER EC PLAN PHASE 2

EROSION CONTROL DETAILS

OVERALL ASPHALT PAVEMENT REPAIR PLAN

SHOULDER REPAVING

PAVEMENT PLAN

JOINTING PLAN

JOINTING PLAN 2

JOINTING PLAN AND AIRFIELD STRIPING PLAN

AIRFIELD STRIPING PLAN OVERALL

AIRFIELD STRIPING PLAN - ENLARGED PLANS

ENLARGED STRIPING PLAN - NORTH RAMP

ENLARGED STRIPING PLAN - EAST RAMP

ENLARGED STRIPING PLAN - EAST TAXI LINE (ROTARY)

PAVEMENT MARKING DETAILS

AIRFIELD LIGHTING DETAILS

ELECTRICAL INSTALLATION NOTES

ERDC SAMPLE PLAN GRIDS A2 - A3

ERDC SAMPLE PLAN GRIDS B1 - B2 - C1 - C2

ERDC SAMPLE PLAN GRIDS B3 - B4 - C3 - C4

ERDC SAMPLE PLAN GRIDS D2 - D3 - E3

ERDC SAMPLE PLAN GRIDS D4 - D5 - E4 - E5

ERDC SAMPLE PLAN GRIDS D6 - D7 - E6 - E7

ERDC SAMPLE PLAN GRIDS D8 - D9 - E8 - E9

ERDC SAMPLE PLAN GRIDS D10 - D11 - E10 - E11

ERDC SAMPLE PLAN GRIDS D12 - D13 - E12 - E13

ERDC SAMPLE PLAN GRIDS D14 - D15 - E14 - E15

ERDC SAMPLE PLAN GRIDS D16 - D17 - E16

ERDC SAMPLE PLAN GRIDS F8 - F9 - G9

ERDC SAMPLE PLAN GRIDS F10 - F11 - G10 - G11

ERDC SAMPLE PLAN GRIDS F12 - F13 - G12 - G13

ERDC SAMPLE PLAN GRIDS F14 - G14

ERDC SAMPLE PLAN GRIDS H11 - H12 - I11 - I12

ERDC SAMPLE PLAN GRIDS H13 - H14 - I13 - I14

ERDC SAMPLE PLAN GRIDS J11 - J12 - J13

PAVEMENT DISTRESS PLAN GRID A2-1

PAVEMENT DISTRESS PLAN GRID A2-2

PAVEMENT DISTRESS PLAN GRID A3-1 - A3-4

PAVEMENT DISTRESS PLAN GRID B1-2

PAVEMENT DISTRESS PLAN GRID B1-3

PAVEMENT DISTRESS PLAN GRID B2-1

PAVEMENT DISTRESS PLAN GRID B2-2

PAVEMENT DISTRESS PLAN GRID B2-3 - B2-6

PAVEMENT DISTRESS PLAN GRID B3-1 - B3-4

PAVEMENT DISTRESS PLAN GRID B3-5

PAVEMENT DISTRESS PLAN GRID B3-6

PAVEMENT DISTRESS PLAN GRID C1-6

PAVEMENT DISTRESS PLAN GRID C2-1 - C2-4

PAVEMENT DISTRESS PLAN GRID C2-5

PAVEMENT DISTRESS PLAN GRID C2-6

F D

G-002

D . R

O G

H O

N N

D R

B Y:

C H

D B

B Y:

SHEET ID

US ARMY CORPS

OF ENGINEERS

E D

D B

C R

O N

C O

N O

R Y

C O

D E:

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

READY TO ADVERTISE

R E, R U

N W

S H

U N

A R

M Y

D , S

, G

R G

2 3 4 5

6 7 8 9 10

2H N

-2 2-

B-

- N O

N E

, I L

w w w .e xp fe de ra l.c om pr oj n o:

C H

I-0

6- A0

G -0

W G

INDEX OF DRAWINGS

SHEET ID SHEET TITLE

CS135

CS136

CS137

CS138

CS139

CS140

CS141

CS142

CS143

CS144

CS145

CS146

CS147

CS148

CS149

CS150

CS151

CS152

CS153

CS154

CS155

CS156

CS157

CS158

CS159

CS160

CS161

CS162

CS163

CS164

CS165

CS166

CS167

CS168

G-003

CS169

CS170

CS171

CS172

CS173

CS174

CS175

CS176

CS177

CS178

CS179

CS180

CS181

CS182

CS183

CS184

CS185

CS186

CS187

CS188

CS189

CS190

CS191

CS192

CS193

CS194

CS195

CS196

CS197

CS198

CS199

CS200

CS201

CS202

CS203

CS204

CS205

CS206

CS207

CS208

CS209

CS210

CS211

INDEX OF DRAWINGS

SHEET ID SHEET TITLE

CS212

CS213

CS214

CS215

CS216

CS217

CS218

CS219

CS220

CS221

CS222

CS223

CS224

CS225

CS226

CS227

CS228

CS229

CS230

CS231

CS232

CS233

CS234

CS235

CS236

CS237

CS238

CS239

CS240

CS241

CS242

CS243

CS244

CS245

CS246

CS247

CS248

CS249

CS250

CS251

CS252

CS253

CS254

CS255

CS256

CS501

CS502

CS503

CS504

CS601

CS602

VOLUME/BOOK

2/1

VOLUME

2/1

2/2

VOLUME

2/2

PAVEMENT DISTRESS PLAN GRID C3-1 - C3-4

PAVEMENT DISTRESS PLAN GRID C3-5

PAVEMENT DISTRESS PLAN GRID C3-6

PAVEMENT DISTRESS PLAN GRID D2-1 - D2-4

PAVEMENT DISTRESS PLAN GRID D3-1 - D3-4

PAVEMENT DISTRESS PLAN GRID D3-5

PAVEMENT DISTRESS PLAN GRID D3-6

PAVEMENT DISTRESS PLAN GRID D4-1 - D4-4

PAVEMENT DISTRESS PLAN GRID D4-5

PAVEMENT DISTRESS PLAN GRID D9-1 - D9-4

PAVEMENT DISTRESS PLAN - GRID D7-1 - D7-4

TYPICAL RUNWAY SECTION

PAVEMENT DISTRESS PLAN GRID D13-2

PAVEMENT DISTRESS PLAN GRID D15-2

PAVEMENT DISTRESS PLAN GRID D16-1

PAVEMENT DISTRESS PLAN EAST OVERRUN MILL AND OVERLAY D16-D17

PAVEMENT DISTRESS PLAN GRID E3-4 - E3-6

PAVEMENT DISTRESS PLAN GRID E4-1 - E4-4

PAVEMENT DISTRESS PLAN GRID E4-6

PAVEMENT DISTRESS PLAN GRID E5-1 - E5-4

PAVEMENT DISTRESS PLAN GRID E6-3 -E6-6

PAVEMENT DISTRESS PLAN GRID E7-3 - E7-6

PAVEMENT DISTRESS PLAN GRID E8-1

PAVEMENT DISTRESS PLAN GRID E8-3 - E8-6

PAVEMENT DISTRESS PLAN GRID E9-3 - E9-6

PAVEMENT DISTRESS PLAN GRID E10-1 - E10-4

PAVEMENT DISTRESS PLAN GRID E13-1 - E13-4

PAVEMENT DISTRESS PLAN GRID E13-6

PAVEMENT DISTRESS PLAN GRID E14-1

PAVEMENT DISTRESS PLAN GRID E14-2

PAVEMENT DISTRESS PLAN GRID E15-1 - E15-4

PAVEMENT DISTRESS PLAN GRID E15-6

PAVEMENT DISTRESS PLAN GRID E16-3

PAVEMENT DISTRESS PLAN GRID E16-5

COVER SHEET VOLUME 2 (BOOK 2 OF 2)

PAVEMENT DISTRESS PLAN GRID F8-5

PAVEMENT DISTRESS PLAN GRID F10-1

PAVEMENT DISTRESS PLAN GRID F10-2

PAVEMENT DISTRESS PLAN GRID F10-4

PAVEMENT DISTRESS PLAN GRID F10-6

PAVEMENT DISTRESS PLAN GRID F11-1

PAVEMENT DISTRESS PLAN GRID F11-2

PAVEMENT DISTRESS PLAN GRID F11-4

PAVEMENT DISTRESS PLAN GRID F11-3 - F11-6

PAVEMENT DISTRESS PLAN GRID F12-1

PAVEMENT DISTRESS PLAN GRID F12-2

PAVEMENT DISTRESS PLAN GRID F12-3

PAVEMENT DISTRESS PLAN GRID F12-4

PAVEMENT DISTRESS PLAN GRID F12-3 - F12-6

PAVEMENT DISTRESS PLAN GRID F13-1

PAVEMENT DISTRESS PLAN GRID F13-2

PAVEMENT DISTRESS PLAN GRID F13-3 - F13-6

PAVEMENT DISTRESS PLAN GRID F14-1

PAVEMENT DISTRESS PLAN GRID F14-3 - F14-6

PAVEMENT DISTRESS PLAN GRID F15-3 - F15-6

PAVEMENT DISTRESS PLAN GRID G10-4

PAVEMENT DISTRESS PLAN GRID G10-5

PAVEMENT DISTRESS PLAN GRID G10-6

PAVEMENT DISTRESS PLAN GRID G11-1

PAVEMENT DISTRESS PLAN GRID G11-2

PAVEMENT DISTRESS PLAN GRID G11-3

PAVEMENT DISTRESS PLAN GRID G11-4

PAVEMENT DISTRESS PLAN GRID G11-5

PAVEMENT DISTRESS PLAN GRID G11-6

PAVEMENT DISTRESS PLAN GRID G12-1

PAVEMENT DISTRESS PLAN GRID G12-2

PAVEMENT DISTRESS PLAN GRID G12-3

PAVEMENT DISTRESS PLAN GRID G12-4

PAVEMENT DISTRESS PLAN GRID G12-5

PAVEMENT DISTRESS PLAN GRID G12-6

PAVEMENT DISTRESS PLAN GRID G13-1

PAVEMENT DISTRESS PLAN GRID G13-2

PAVEMENT DISTRESS PLAN GRID G13-3 - G13-6

PAVEMENT DISTRESS PLAN GRID G14-1

PAVEMENT DISTRESS PLAN GRID G14-3 - G14-6

PAVEMENT DISTRESS PLAN GRID H11-1

PAVEMENT DISTRESS PLAN GRID H11-2

PAVEMENT DISTRESS PLAN GRID H11-3

PAVEMENT DISTRESS PLAN GRID H11-4

PAVEMENT DISTRESS PLAN GRID H11-5

PAVEMENT DISTRESS PLAN GRID H11-6

PAVEMENT DISTRESS PLAN GRID H12-1

PAVEMENT DISTRESS PLAN GRID H12-2

PAVEMENT DISTRESS PLAN GRID H12-3

PAVEMENT DISTRESS PLAN GRID H12-4

PAVEMENT DISTRESS PLAN GRID H12-5

PAVEMENT DISTRESS PLAN GRID H12-6

PAVEMENT DISTRESS PLAN GRID H13-1

PAVEMENT DISTRESS PLAN GRID H13-2

PAVEMENT DISTRESS PLAN GRID H13-3

PAVEMENT DISTRESS PLAN GRID H13-4

PAVEMENT DISTRESS PLAN GRID H13-5

PAVEMENT DISTRESS PLAN GRID H13-6

PAVEMENT DISTRESS PLAN GRID H14-1

PAVEMENT DISTRESS PLAN GRID H14-3

PAVEMENT DISTRESS PLAN GRID H14-4

PAVEMENT DISTRESS PLAN GRID H14-5

PAVEMENT DISTRESS PLAN GRID I11-1

PAVEMENT DISTRESS PLAN GRID I11-2

PAVEMENT DISTRESS PLAN GRID I11-3

PAVEMENT DISTRESS PLAN GRID I11-4

PAVEMENT DISTRESS PLAN GRID I11-5

PAVEMENT DISTRESS PLAN GRID I12-1

PAVEMENT DISTRESS PLAN GRID I12-2

PAVEMENT DISTRESS PLAN GRID I12-3

PAVEMENT DISTRESS PLAN GRID I12-4

PAVEMENT DISTRESS PLAN GRID I12-5

PAVEMENT DISTRESS PLAN GRID I12-6

PAVEMENT DISTRESS PLAN GRID I13-1

PAVEMENT DISTRESS PLAN GRID I13-2

PAVEMENT DISTRESS PLAN GRID I13-3

PAVEMENT DISTRESS PLAN GRID I13-4

PAVEMENT DISTRESS PLAN GRID I13-5

PAVEMENT DISTRESS PLAN GRID I13-6

PAVEMENT DISTRESS PLAN GRID J11-1

PAVEMENT DISTRESS PLAN GRID J11-2

PAVEMENT DISTRESS PLAN GRID J11-3

PAVEMENT DISTRESS PLAN GRID J12-1

PAVEMENT DISTRESS PLAN GRID J12-2

PAVEMENT DISTRESS PLAN GRID J12-3

PAVEMENT DISTRESS PLAN GRID J12-4

PAVEMENT DISTRESS PLAN GRID J13-1

PAVEMENT DISTRESS PLAN GRID J13-2

FLEXIBLE PAVEMENT REPAIR DETAILS

RIGID PAVEMENT REPAIR DETAILS

PAVEMENT DETAILS

DISTRESS TABLES

C C

O R

C E

H A

D M

N N

D R

B Y:

C H

D B

B Y:

SHEET ID

US ARMY CORPS

OF ENGINEERS

E D

D B

C R

O N

C O

N O

R Y

C O

D E:

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

READY TO ADVERTISE

R E, R U

N W

S H

U N

A R

M Y

D , S

, G

R G

2 3 4 5

6 7 8 9 10

2H N

-2 2-

B-

- N O

N E

, I L

w w w .e xp fe de ra l.c om pr oj n o:

C H

I-0

6- A0

B-

W G

B O

G S

B-102

D . R

O G

H O

S H

A C

C O

R D

E W

A M

/0 1/

N N

D R

B Y:

C H

D B

B Y:

SHEET ID

US ARMY CORPS

OF ENGINEERS

E D

D B

C R

O N

C O

N O

R Y

C O

D E:

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

READY TO ADVERTISE

R E, R U

N W

S H

U N

A R

M Y

D , S

, G

R G

2 3 4 5

6 7 8 9 10

2H N

-2 2-

B-

- N O

N E

, I L

w w w .e xp fe de ra l.c om pr oj n o:

C H

I-0

6- A0

B-

W G

B O

G S

B-103

D . R

O G

H O

A C

C O

R D

E W

A M

/0 1/

N N

D R

B Y:

C H

D B

B Y:

SHEET ID

US ARMY CORPS

OF ENGINEERS

E D

D B

C R

O N

C O

N O

R Y

C O

D E:

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

READY TO ADVERTISE

R E, R U

N W

S H

U N

A R

M Y

D , S

, G

R G

2 3 4 5

6 7 8 9 10

2H N

-2 2-

B-

- N O

N E

, I L

w w w .e xp fe de ra l.c om pr oj n o:

C H

I-0

6- A0

B-

W G

B O

G S

B-104

D . R

O G

H O

A C

C O

R D

E W

A M

/0 1/

N N

D R

B Y:

C H

D B

B Y:

SHEET ID

US ARMY CORPS

OF ENGINEERS

E D

D B

C R

O N

C O

N O

R Y

C O

D E:

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

READY TO ADVERTISE

R E, R U

N W

S H

U N

A R

M Y

D , S

, G

R G

2 3 4 5

6 7 8 9 10

2H N

-2 2-

B-

- N O

N E

, I L

w w w .e xp fe de ra l.c om pr oj n o:

C H

I-0

6- A0

B-

W G

B O

G S

B-105

D . R

O G

H O

A C

C O

R D

E W

A M

/0 1/

N N

D R

B Y:

C H

D B

B Y:

SHEET ID

US ARMY CORPS

OF ENGINEERS

E D

D B

C R

O N

C O

N O

R Y

C O

D E:

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

READY TO ADVERTISE

R E, R U

N W

S H

U N

A R

M Y

D , S

, G

R G

2 3 4 5

6 7 8 9 10

2H N

-2 2-

B-

- N O

N E

, I L

w w w .e xp fe de ra l.c om pr oj n o:

C H

I-0

6- A0

B-

W G

B O

G S

B-106

D . R

O G

H O

A C

C O

R D

E W

A M

/0 1/

N N

D R

B Y:

C H

D B

B Y:

SHEET ID

US ARMY CORPS

OF ENGINEERS

E D

D B

C R

O N

C O

N O

R Y

C O

D E:

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

READY TO ADVERTISE

R E, R U

N W

S H

U N

A R

M Y

D , S

, G

R G

2 3 4 5

6 7 8 9 10

2H N

-2 2-

B-

- N O

N E

, I L

w w w .e xp fe de ra l.c om pr oj n o:

C H

I-0

6- A0

B-

W G

B O

G S

B-107

D . R

O G

H O

A C

C O

R D

E W

A M

/0 1/

N N

D R

B Y:

C H

D B

B Y:

SHEET ID

US ARMY CORPS

OF ENGINEERS

E D

D B

C R

O N

C O

N O

R Y

C O

D E:

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

READY TO ADVERTISE

R E, R U

N W

S H

U N

A R

M Y

D , S

, G

R G

2 3 4 5

6 7 8 9 10

2H N

-2 2-

B-

- N O

N E

, I L

w w w .e xp fe de ra l.c om pr oj n o:

C H

I-0

6- A0

B-

W G

B O

G S

B-108

D . R

O G

H O

A C

C O

R D

E W

A M

/0 1/

G A

N D

D U

O F

W O

R K

C-006

D . R

O G

H O

SCALE: 1" = 600'1 SEQUENCING AND DURATION OF WORK MAP

N N

D R

B Y:

C H

D B

B Y:

SHEET ID

US ARMY CORPS

OF ENGINEERS

E D

D B

C R

O N

C O

N O

R Y

C O

D E:

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

READY TO ADVERTISE

R E, R U

N W

S H

U N

A R

M Y

D , S

, G

R G

2 3 4 5

6 7 8 9 10

2H N

-2 2-

B-

- N O

N E

, I L

w w w .e xp fe de ra l.c om pr oj n o:

C H

I-0

6- A0

C -0

W G

TRUE

NORTH GRAPHIC SCALE

1" = 600'

600'0 1200'300'

WORK AREA A (RUNWAY)

OPEN CLOSED

1, 2, 3, 4, 5, 6, 11, 12 7, 8, 9, 10

WORK AREA B (EAST APRON)

OPEN CLOSED

1, 2, 3, 4, 8, 9, 10, 11 OR 12 5, 6, 7, 11 OR 12

WORK AREA C (WEST APRON)

OPEN CLOSED

5, 6, 7, 8, 11 OR 12 1, 2, 3, 4, 9, 10, 11 OR 12

BARRICADE SUMMARY

SYMBOL LF WORK AREA

4845 A

750 B

1415 C

2260 B AND C

NOTES: ALL BARRICADE SYMBOLS REPRESENT LOW PROFILE BARRICADES REF 5/CP506

WORK SCHEDULE NOTES:

1. ALL WORK AREA CLOSURES WILL BE COORDINATED WITH AIRFIELD MANAGEMENT

AND OPERATIONS FOR AIRCRAFT DISPLACEMENT.

2. PERIOD OF PERFORMANCE TO COMPLETE ALL WORK IS 425 CALENDAR DAYS.

3. CONTRACTOR SHALL COMPLETE MOBILIZATION AND TOPOGRAPHIC SURVEY PRIOR

TO BEGINNING IN ANY WORK AREA.

4. WORK AREA A SHALL ONLY BE PERFORMED DURING THE PERIOD 1 MAY 2023 - 31

JULY 2023.

5. WORK AREAS B AND C MAY BE PERFORMED ANYTIME DURING THE CONTRACT

AFTER MOBILIZATION AND ACQUISITION OF TOPOGRAPHIC SURVEY BUT CANNOT BE

WORKED CONCURRENTLY WITH EACH OTHER.

6. WORK AREA A WILL INCLUDE A MILLING, OVERLAYING, RE-STRIPING, AND GROOVING

OF THE RUNWAY. 30 DAYS OF WHICH WILL TAKE PLACE BETWEEN OVERLAYING AND

GROOVING. THESE TASKS WILL FALL UNDER THE 90 CALENDAR DAYS FROM MAY 1

2023 - 31 JULY 2023.

RUNWAY CLOSURE LIGHTS

SYMBOL QTY

NOTES: ALL RUNWAY CLOSURE LIGHTS SHALL CORRESPOND WITH DETAIL REF 6/CP506

C C

O R

C E

H A

D M

N C

O N

L N

CE002

R O

H O

SAMPLING:

1. SAMPLING FREQUENCY:

A.THE PRIMARY PERMITTEE MUST SAMPLE IN ACCORDANCE WITH THE PLAN AT LEAST ONCE FOR EACH RAINFALL EVENT DESCRIBED BELOW.

FOR A QUALIFYING EVENT, SAMPLES MUST BE TAKEN WITHIN FORTY-FIVE (45) MINUTES OF:

I. THE ACCUMULATION OF THE MINIMUM AMOUNT OF RAINFALL FOR THE QUALIFYING EVENT, IF THE STORM WATER DISCHARGE TO A MONITORED RECEIVING WATER OR FROM A MONITORED OUTFALL HAS BEGUN AT OR PRIOR TO THE ACCUMULATION, OR

II. THE BEGINNING OF ANY STORM WATER DISCHARGE TO A MONITORED RECEIVING WATER OR FROM A MONITORED OUTFALL, IF THE DISCHARGE BEGINS AFTER THE ACCUMULATION OF THE MINIMUM AMOUNT OF RAINFALL FOR THE QUALIFYING EVENT.

B.HOWEVER, WHERE MANUAL AND AUTOMATIC SAMPLING ARE IMPOSSIBLE (AS DEFINED IN THIS PERMIT), OR ARE BEYOND THE PERMITTEE'S CONTROL, THE PERMITTEE SHALL TAKE SAMPLES AS SOON AS POSSIBLE, BUT IN NO CASE MORE THAN TWELVE (12) HOURS AFTER THE

BEGINNING OF THE STORM WATER DISCHARGE.

C.SAMPLING BY THE PERMITTEE SHALL OCCUR FOR THE FOLLOWING EVENTS:

I. FOR EACH AREA OF THE SITE THAT DISCHARGES TO A RECEIVING STREAM, THE FIRST RAIN EVENT THAT REACHES OR EXCEEDS 0.5 INCHES AND ALLOWS FOR MONITORING DURING NORMAL BUSINESS HOURS* (MONDAY THRU FRIDAY, 8:00 AM TO 5:00 PM AND SATURDAY 8:00 AM TO 5:00 PM, EXCLUDING ALL NON-WORKING FEDERAL HOLIDAYS, WHEN CONSTRUCTION ACTIVITY IS BEING CONDUCTED BY THE PRIMARY PERMITTEE) THAT OCCURS AFTER ALL CLEARING AND GRUBBING OPERATIONS HAVE BEEN COMPLETED IN THE DRAINAGE AREA OF THE

LOCATION SELECTED AS THE SAMPLING LOCATION;

II. IN ADDITION TO (A) ABOVE, FOR EACH AREA OF THE SITE THAT DISCHARGES TO A RECEIVING STREAM, THE FIRST RAIN EVENT THAT REACHES OR EXCEEDS 0.5 INCHES AND ALLOWS FOR MONITORING DURING NORMAL BUSINESS HOURS* THAT OCCURS EITHER 90 DAYS AFTER THE FIRST SAMPLING EVENT OR AFTER ALL MASS GRADING OPERATIONS HAVE BEEN COMPLETED IN THE DRAINAGE AREA OF THE

LOCATION SELECTED AS THE SAMPLING LOCATION, WHICHEVER COMES FIRST;

III.AT THE TIME OF SAMPLING PERFORMED PURSUANT TO (A) AND (B) ABOVE, IF BMPS ARE FOUND TO BE PROPERLY DESIGNED, INSTALLED, AND MAINTAINED, NO FURTHER ACTION IS REQUIRED. IF BMPS IN ANY AREA OF THE SITE THAT DISCHARGES TO A RECEIVING STREAM ARE NOT PROPERLY DESIGNED, INSTALLED, AND MAINTAINED, CORRECTIVE ACTION SHALL BE DEFINED AND IMPLEMENTED WITHIN TWO (2) BUSINESS DAYS, AND TURBIDITY SAMPLES SHALL BE TAKEN FROM DISCHARGES FROM THAT AREA OF THE SITE FOR EACH SUBSEQUENT RAIN EVENT THAT REACHES OR EXCEEDS 0.5 INCHES DURING NORMAL BUSINESS HOURS* UNTIL THE SELECTED TURBIDITY STANDARD IS ATTAINED, OR UNTIL POST-STORM EVENT INSPECTIONS DETERMINE THAT BMPS ARE PROPERLY DESIGNED, INSTALLED, AND MAINTAINED;

AND

IV. EXISTING CONSTRUCTION ACTIVITIES, I.E. THOSE THAT ARE OCCURRING ON OR BEFORE THE EFFECTIVE DATE OF THIS PERMIT, THAT HAVE MET THE SAMPLING REQUIRED BY (A) ABOVE SHALL SAMPLE IN ACCORDANCE WITH (B). THOSE EXISTING CONSTRUCTION ACTIVITIES THAT HAVE MET THE SAMPLING REQUIRED BY (B) ABOVE SHALL NOT BE REQUIRED TO CONDUCT ADDITIONAL SAMPLING OTHER THAN AS

REQUIRED BY (C) ABOVE.

*NOTE THAT THE PERMITTEE MAY CHOOSE TO MEET THE REQUIREMENTS OF (A) AND (B)

4. SAMPLING REQUIREMENTS. THIS PERMIT REQUIRES THE MONITORING OF NEPHELOMETRIC TURBIDITY IN RECEIVING WATER(S) OR OUTFALLS IN ACCORDANCE WITH THIS PERMIT. THIS SECTION IS APPLICABLE TO PRIMARY PERMITTEES WITH A TOTAL PLANNED DISTURBANCE EQUAL TO OR GREATER THAN ONE (1) ACRE AND TERTIARY PERMITTEES WITH A TOTAL PLANNED DISTURBANCE EQUAL TO OR GREATER THAN FIVE (5) ACRES.

THIS SECTION IS NOT APPLICABLE TO SECONDARY PERMITTEES. THE FOLLOWING PROCEDURES CONSTITUTE EPD'S GUIDELINES FOR SAMPLING

TURBIDITY.

A.SAMPLING REQUIREMENTS SHALL INCLUDE THE FOLLOWING:

I. A USGS TOPOGRAPHIC MAP, A TOPOGRAPHIC MAP OR A DRAWING (REFERRED TO AS A TOPOGRAPHIC MAP) THAT IS A SCALE EQUAL TO OR MORE DETAILED THAN A 1:24000 MAP SHOWING THE LOCATION OF THE SITE OR THE COMMON DEVELOPMENT; (A) THE LOCATION OF ALL PERENNIAL AND INTERMITTENT STREAMS AND OTHER WATER BODIES AS SHOWN ON A USGS TOPOGRAPHIC MAP, AND ALL OTHER PERENNIAL AND INTERMITTENT STREAMS AND OTHER WATER BODIES LOCATED DURING MANDATORY FIELD VERIFICATION, INTO WHICH THE STORM WATER IS DISCHARGED AND (B) THE RECEIVING WATER AND/OR OUTFALL SAMPLING LOCATIONS. WHEN THE PERMITTEE HAS CHOSEN TO USE A USGS TOPOGRAPHIC MAP AND THE RECEIVING WATER(S) IS NOT SHOWN ON THE USGS TOPOGRAPHIC MAP, THE LOCATION OF THE RECEIVING WATER(S) MUST BE HAND-DRAWN ON THE USGS TOPOGRAPHIC MAP FROM WHERE THE STORM WATER(S) ENTERS THE RECEIVING WATER(S) TO THE POINT WHERE THE RECEIVING WATER(S) COMBINES WITH THE FIRST BLUE LINE STREAM SHOWN ON THE USGS TOPOGRAPHIC MAP;

II. THE ANALYTICAL METHOD USED TO COLLECT AND ANALYZE THE SAMPLES INCLUDING QUALITY CONTROL/QUALITY ASSURANCE PROCEDURES.

THIS NARRATIVE MUST INCLUDE PRECISE SAMPLING METHODOLOGY FOR EACH SAMPLING LOCATION;

III.WHEN THE PERMITTEE HAS DETERMINED THAT SOME OR ALL OUTFALLS WILL BE MONITORED, A RATIONALE MUST BE INCLUDED FOR THE NTU LIMIT(S) SELECTED FROM APPENDIX B. THIS RATIONAL MUST INCLUDE THE SIZE OF THE CONSTRUTION SITE, THE CALCULATION OF THE SIZE OF THE SURFACE WATER DRAINAGE AREA, AND THE TYPE OF RECEIVING WATER(S) (I.E. TROUT STREAM OR SUPPORTING WARM WATER

FISHERIES); AND

IV. ANY ADDITIONAL INFORMATION EPD DETERMINES NECESSARY TO BE PART OF THE PLAN. EPD WILL PROVIDE WRITTEN NOTICE TO THE

PERMITTEE OF THE INFORMATION NECESSARY AND THE TIME LINE FOR SUBMITTAL.

B. SAMPLE TYPE. ALL SAMPLING SHALL BE COLLECTED BY “GRAB SAMPLES” AND THE ANALYSES OF THESE SAMPLES MUST BE CONDUCTED IN ACCORDANCE WITH METHODOLOGY AND TEST PROCEDURES ESTABLISHED BY 40 CFR PART 136 (UNLESS OTHER TEST PROCEDURES HAVE BEEN APPROVED); THE GUIDANCE DOCUMENT TITLED “NPDES STORM WATER SAMPLING GUIDANCE DOCUMENT, EPA 833-B-92-001” AND

GUIDANCE DOCUMENTS THAT MAY BE PREPARED BY THE EPD.

I. SAMPLE CONTAINERS SHOULD BE LABELED PRIOR TO COLLECTING THE SAMPLES.

II. SAMPLES SHOULD BE WELL MIXED BEFORE TRANSFERRING TO A SECONDARY CONTAINER.

III.LARGE MOUTH, CLEAN AND RINSED GLASS OR PLASTIC JARS SHOULD BE USED FOR COLLECTING SAMPLES. THE JARS SHOULD BE CLEANED

THOROUGHLY TO AVOID CONTAMINATION.

IV. MANUAL, AUTOMATIC OR RISING STAGE SAMPLING MAY BE UTILIZED. SAMPLES REQUIRED BY THIS PERMIT SHOULD BE ANALYZED IMMEDIATELY, BUT IN NO CASE LATER THAN 48 HOURS AFTER COLLECTION. HOWEVER, SAMPLES FROM AUTOMATIC SAMPLERS MUST BE COLLECTED NO LATER THAN THE NEXT BUSINESS DAY AFTER THEIR ACCUMULATION, UNLESS FLOW THROUGH AUTOMATED ANALYSES IS UTILIZED. DILUTION OF SAMPLES IS NOT REQUIRED. SAMPLES MAY BE ANALYZED USING A DIRECT READING, PROPERLY CALIBRATED

TUBIDIMETER. SAMPLES ARE NOT REQUIRED TO BE COOLED.

GENERAL EROSION CONTROL NOTES:

1. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND

PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.

2. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR

TREAT THE SEDIMENT SOURCE.

3. ANY DISTURBED AREA LEFT EXPOSED SHALL BE STABILIZED WITH TEMPORARY SEEDING AT THE END OF EACH DAY.

4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE GUIDELINES OF THE “MANUAL FOR EROSION AND SEDIMENT

CONTROL”

5. THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL ACTIVITIES, INCLUDING MAINTENANCE OF ALL EROSION CONTROL MEASURES.

MAINTENANCE INCLUDES REPLACING OR REPAIRING ANY DAMAGED DEVICES DUE TO ANY CONSTRUCTION ACTIVITY BY OTHERS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN QUALIFIED PROFESSIONAL ADVICE WHEN QUESTIONS ARISE CONCERNING DESIGN AND

EFFECTIVENESS OF EROSION CONTROL DEVICES.

6. SEDIMENT SHALL BE REMOVED FROM CURB INLET PROTECTION IMMEDIATELY.

7. SEDIMENT SHALL NOT BE WASHED INTO THE INLET. IT SHALL BE REMOVED FROM THE INLETS AND DISPOSED OF AND STABILIZED SO THAT IT WILL NOT ENTER THE INLET AGAIN. APPROPRIATELY STABILIZE ALL DISTURBED AREAS AROUND THE INLET.

8. ALL TEMPORARY SEEDING MUST BE PERFORMED AT THE APPROPRIATE SEASON. IN SUCH INSTANCES WHERE THE ESTABLISHMENT OF VEGETATION IS INOPPORTUNE DUE TO SEASON OR DROUGHT, DISTURBED AREAS SHALL BE TEMPORARILY STABILIZED USING TEMPORARY SEEDING (DS2). ADDITIONAL PLANTINGS WILL BE NECESSARY IF A SUFFICIENT STAND OF GRASS FAILS TO GROW.

9. SUBCONTRACTORS INVOLVED WITH LAND DISTURBANCE ACTIVITIES SHALL MEET THE EDUCATION REQUIREMENTS (LEVEL 1A) DESCRIBED IN O.C.G.A 12-7-19(A)(2).

10. ACCORDING TO FLOOD INSURANCE RATE MAP 13051C0145G DATED AUGUST 16, 2018 THE PROPERTY IS LOCATED IN FLOOD ZONE X WHICH IS

IN AREA DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN.

11. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY FIELD INSPECTOR.

THERE ARE NO STATE WATERS OR WETLAND WITHIN 200' OF THE SITE.

12. THERE ARE NO STREAMS OR STREAM BUFFERS ON THE SITE. THERE WILL BE NO BUFFER ENCROACHMENTS DURING CONSTRUCTION AND A

BUFFER VARIANCE WILL NOT BE REQUIRED.

13. AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMPS WITH A HYDRAULIC COMPONENT MUST BE

CERTIFIED BY THE DESIGN PROFESSIONAL.

V.SAMPLING AND ANALYSES OF THE RECEIVING WATER(S) OR OUTFALLS BEYOND THE MINIMUM FREQUENCY STATED IN THIS PERMIT MUST

BE REPORTED TO EPD AS SPECIFIED IN PART IV.E.

C.SAMPLING POINTS.

I. FOR CONSTRUCTION ACTIVITIES THE PRIMARY PERMITTEE MUST SAMPLE ALL RECEIVING WATER(S), OR ALL OUTFALL(S), OR A COMBINATION OF RECEIVING WATER(S) AND OUTFALL(S). SAMPLES TAKEN FOR THE PURPOSE OF COMPLIANCE WITH THIS PERMIT SHALL BE REPRESENTATIVE OF THE MONITORED ACTIVITY AND REPRESENTATIVE OF THE WATER QUALITY OF THE RECEIVING WATER(S) AND/OR

STORM WATER OUTFALLS USING THE FOLLOWING MINIMUM GUIDELINES:

A.THE UPSTREAM SAMPLE FOR EACH RECEIVING WATER(S) MUST BE TAKEN IMMEDIATELY UPSTREAM OF THE CONFLUENCE OF THE FIRST STORM WATER DISCHARGE FROM THE PERMITTED ACTIVITY (I.E. THE DISCHARGE FARTHEST UPSTREAM AT THE SITE) BUT DOWNSTREAM OF ANY OTHER STORM WATER DISCHARGES NOT ASSOCIATED WITH THE PERMITTED ACTIVITY. WHERE APPROPRIATE, SEVERAL UPSTREAM SAMPLES FROM ACROSS THE RECEIVING WATER(S) MAY NEED TO BE TAKEN AND THE ARITHMETIC AVERAGE OF THE TURBIDITY

OF THESE SAMPLES USED FOR THE UPSTREAM TURBIDITY VALUE.

B. THE DOWNSTREAM SAMPLE FOR EACH RECEIVING WATER(S) MUST BE TAKEN DOWNSTREAM OF THE CONFLUENCE OF THE LAST STORM WATER DISCHARGE FROM THE PERMITTED ACTIVITY (I.E. THE DISCHARGE FARTHEST DOWNSTREAM AT THE SITE) BUT UPSTREAM OF ANY OTHER STORM WATER DISCHARGE NOT ASSOCIATED WITH THE PERMITTED ACTIVITY. WHERE APPROPRIATE, SEVERAL DOWNSTREAM SAMPLES FROM ACROSS THE RECEIVING WATER(S) MAY NEED TO BE TAKEN AND THE ARITHMETIC AVERAGE OF THE TURBIDITY OF THESE

SAMPLES USED FOR THE DOWNSTREAM TURBIDITY VALUE.

C.IDEALLY THE SAMPLES SHOULD BE TAKEN FROM THE HORIZONTAL AND VERTICAL CENTER OF THE RECEIVING WATER(S) OR THE STORM

WATER OUTFALL CHANNEL(S).

D.CARE SHOULD BE TAKEN TO AVOID STIRRING THE BOTTOM SEDIMENTS IN THE RECEIVING WATER(S) OR IN THE OUTFALL STORM WATER

CHANNEL.

E. THE SAMPLING CONTAINER SHOULD BE HELD SO THAT THE OPENING FACES UPSTREAM.

F. THE SAMPLES SHOULD BE KEPT FREE FROM FLOATING DEBRIS.

G.PERMITTEES DO NOT HAVE TO SAMPLE SHEETFLOW THAT FLOWS ONTO UNDISTURBED NATURAL AREAS OR AREAS STABILIZED BY THE PROJECT. FOR PURPOSES OF THIS SECTION, STABILIZED SHALL MEAN, FOR UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES AND AREAS LOCATED OUTSIDE THE WASTE DISPOSAL LIMITS OF A LANDFILL CELL THAT HAS BEEN CERTIFIED BY EPD FOR WASTE DISPOSAL, 100% OF THE SOIL SURFACE IS UNIFORMLY COVERED IN PERMANENT VEGETATION WITH A DENSITY OF 70% OR GREATER, OR EQUIVALENT PERMANENT STABILIZATION MEASURES (SUCH AS THE USE OF RIP RAP, GABIONS, OR GEOTEXTILES) HAVE BEEN USED. PERMANENT VEGETATION SHALL CONSIST OF: PLANTED TREES, SHRUBS, PERENNIAL VINES; A CROP OF PERENNIAL VEGETATION APPROPRIATE FOR THE TIME OF YEAR AND REGION; OR A CROP OF ANNUAL VEGETATION AND A SEEDING OF TARGET CROP PERENNIALS APPROPRIATE FOR THE REGION. FINAL STABILIZATION APPLIES TO EACH PHASE OF CONSTRUCTION. UNTIL THIS STANDARD IS SATISFIED AND PERMANENT CONTROL MEASURES AND FACILITIES ARE OPERATIONAL, INTERIM STABILIZATION MEASURES AND TEMPORARY EROSION

AND SEDIMENTATION CONTROL MEASURES SHALL NOT BE REMOVED.

H. ALL SAMPLING PURSUANT TO THIS PERMIT MUST BE DONE IN SUCH A WAY (INCLUDING GENERALLY ACCEPTED SAMPLING METHODS, LOCATIONS, TIMING, AND FREQUENCY) AS TO ACCURATELY REFLECT WHETHER STORM WATER RUNOFF FROM THE CONSTRUCTION SITE IS IN COMPLIANCE WITH THE STANDARD SET FORTH IN PARTS III.D.3 OR III.D.4, WHICHEVER IS APPLICABLE.

5. THE ALLOWABLE INCREASE IN TURBIDITY BETWEEN THE DOWNSTREAM AND UPSTREAM SAMPLING POINTS IN THE RECEIVING WATERS, WHICH

ARE CLASSIFIED AS WARM WATER, FOR THIS PROJECT IS 25 NTU.

2. REPORTING:

A.THE APPLICABLE PERMITTEES ARE REQUIRED TO SUBMIT THE SAMPLING RESULTS TO THE EPD AT THE ADDRESS SHOWN IN PART II.C. BY THE FIFTEENTH DAY OF THE MONTH FOLLOWING THE REPORTING PERIOD. REPORTING PERIODS ARE MONTHS DURING WHICH SAMPLES ARE TAKEN IN ACCORDANCE WITH THIS PERMIT. SAMPLING RESULTS SHALL BE IN A CLEARLY LEGIBLE FORMAT. UPON WRITTEN NOTIFICATION, EPD MAY REQUIRE THE APPLICABLE PERMITTEE TO SUBMIT THE SAMPLING RESULTS ON A MORE FREQUENT BASIS. SAMPLING AND ANALYSIS OF ANY STORM WATER DISCHARGE(S) OR THE RECEIVING WATER(S) BEYOND THE MINIMUM FREQUENCY STATED IN THIS PERMIT MUST BE REPORTED IN A SIMILAR MANNER TO THE EPD. THE SAMPLING REPORTS MUST BE SIGNED IN ACCORDANCE WITH PART V.G.2. SAMPLING REPORTS MUST BE SUBMITTED TO EPD UNTIL SUCH TIME AS A NOT IS SUBMITTED IN ACCORDANCE WITH PART VI.

B. ALL SAMPLING REPORTS SHALL INCLUDE THE FOLLOWING INFORMATION:

I. THE RAINFALL AMOUNT, DATE, EXACT PLACE AND TIME OF SAMPLING OR MEASUREMENTS;

II. THE NAME(S) OF THE CERTIFIED PERSONNEL WHO PERFORMED THE SAMPLING AND MEASUREMENTS;

III.THE DATE(S) ANALYSES WERE PERFORMED;

IV. THE TIME(S) ANALYSES WERE INITIATED;

V.THE NAME(S) OF THE CERTIFIED PERSONNEL WHO PERFORMED THE ANALYSES;

VI. REFERENCES AND WRITTEN PROCEDURES, WHEN AVAILABLE, FOR THE ANALYTICAL TECHNIQUES OR METHODS USED;

VII. THE RESULTS OF SUCH ANALYSES, INCLUDING THE BENCH SHEETS, INSTRUMENT READOUTS, COMPUTER DISKS OR TAPES, ETC., USED TO

DETEREMINE THESE RESULTS;

VIII. RESULTS WHICH EXCEED 1000 NTU SHALL BE REPORTED AS “EXCEEDS 1000 NTU”; AND

IX. CERTIFICATION STATEMENT THAT SAMPLING WAS CONDUCTED AS PER THE PLAN.

C.ALL WRITTEN CORRESPONDENCE REQUIRED BY THIS PERMIT SHALL BE SUBMITTED BY RETURN RECEIPT CERTIFIED MAIL (OR SIMILAR SERVICE) TO THE APPROPRIATE DISTRICT OFFICE OF THE EPD ACCORDING TO THE SCHEDULE IN APPENDIX A OF THIS PERMIT. THE APPLICABLE PERMITTEES SHALL RETAIN A COPY OF THE PROOF OF SUBMITTAL AT THE CONSTRUCTION SITE OR THE PROOF OF SUBMITTAL SHALL BE READILY AVAILABLE AT A DESIGNATED LOCATION FROM COMMENCEMENT OF CONSTRUCTION UNTIL SUCH TIME AS A NOT IS SUBMITTED IN ACCORDANCE WITH PART VI. IF AN ELECTRONIC SUBMITTAL IS PROVIDED BY EPD THEN THE WRITTEN CORRESPONDENCE MAY BE SUBMITTED ELECTRONICALLY; IF REQUIRED, A PAPER COPY MUST ALSO BE SUBMITTED BY RETURN RECEIPT CERTIFIED MAIL OR SIMILAR SERVICE.

3. RETENTION OF RECORDS:

A.THE PRIMARY PERMITTEE SHALL SIGN AND RETAIN THE FOLLOWING RECORDS AT THE CONSTRUCTION SITE OR THE RECORDS SHALL BE READILY AVAILABLE AT A DESIGNATED ALTERNATE LOCATION FROM COMMENCEMENT OF CONSTRUCTION UNTIL SUCH TIME AS A NOT IS

SUBMITTED IN ACCORDANCE WITH PART VI:

I. A COPY OF ALL NOTICES OF INTENT SUBMITTED TO EPD; (N/A)

II. A COPY OF THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN REQUIRED BY THIS PERMIT;

III.THE DESIGN PROFESSIONAL'S REPORT OF THE RESULTS OF THE INSPECTION CONDUCTED IN ACCORDANCE WITH PART IV.A.5. OF THIS

PERMIT;

IV. A COPY OF ALL SAMPLING INFORMATION, RESULTS, AND REPORTS REQUIRED BY THIS PERMIT;

V.A COPY OF ALL INSPECTION REPORTS GENERATED IN ACCORDANCE WITH PART IV.D.4.A. OF THIS PERMIT;

VI. A COPY OF ALL VIOLATION SUMMARIES AND VIOLATION SUMMARY REPORTS GENERATED IN ACCORDANCE WITH PART III.D.2. OF THIS PERMIT;

AND

VII. DAILY RAINFALL INFORMATION COLLECTED IN ACCORDANCE WITH PART IV.D.4.A.(2) OF THIS PERMIT.

B.EACH SECONDARY PERMITTEE SHALL SIGN AND RETAIN THE FOLLOWING RECORDS AT THE CONSTRUCTION SITE OR THE RECORDS SHALL BE READILY AVAILABLE AT A DESIGNATED ALTERNATE LOCATION FROM COMMENCEMENT OF CONSTRUCTION UNTIL SUCH TIME AS A NOT IS

SUBMITTED IN ACCORDANCE WITH PART VI:

I. A COPY OF ALL NOTICES OF INTENT SUBMITTED TO EPD; (N/A)

II. A COPY OF THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN REQUIRED BY THIS PERMIT OR THE APPLICABLE PORTION OF THE

EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN FOR THEIR ACTIVITIES AT THE CONSTRUCTION SITE REQUIRED BY THIS PERMIT;

III.A COPY OF ALL INSPECTION REPORTS GENERATED IN ACCORDANCE WITH PART IV.D.4.B. OF THIS PERMIT; AND

IV. A COPY OF ALL VIOLATION SUMMARIES AND VIOLATION SUMMARY REPORTS GENERATED IN ACCORDANCE WITH PART III.D.2. OF THIS PERMIT.

C.EACH TERTIARY PERMITTEE SHALL SIGN AND RETAIN THE FOLLOWING RECORDS AT THE CONSTRUCTION SITE OR THE REOCRDS SHALL BE READILY AVAILABLE AT A DESIGNATED ALTERNATE LOCATION FROM COMMENCEMENT OF CONSTRUCTION UNTIL SUCH TIME AS A NOT IS

SUBMITTED IN ACCORDANCE WITH PART VI:

I. A COPY OF ALL NOTICES OF INTENT SUBMITTED TO EPD; (N/A)

II. A COPY OF THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN REQUIRED BY THIS PERMIT;

III.THE DESIGN PROFESSIONAL'S REPORT OF THE RESULTS OF THE INSPECTION CONDUCTED IN ACCORDANCE WITH PART IV.A.5. OF THIS

PERMIT;

IV. A COPY OF ALL SAMPLING INFORMATION, RESULTS, AND REPORTS REQUIRED BY THIS PERMIT;

V.A COPY OF ALL INSPECTION REPORTS GENERATED IN ACCORDANCE WITH PART IV.D.4.C. OF THIS PERMIT;

VI. A COPY OF ALL VIOLATION SUMMARIES AND VIOLATION SUMMARY REPORTS GENERATED IN ACCORDANCE WITH PART III.D.2. OF THIS PERMIT;

AND

VII. DAILY RAINFALL INFORMATION COLLECTED IN ACCORDANCE WITH PART IV.D.4.C.(2) OF THIS PERMIT.

D.COPIES OF ALL NOTICES OF INTENT, NOTICES OF TERMINATION, INSPECTION REPORTS, SAMPLING REPORTS (INCLUDING ALL CALIBRATION AND MAINTENANCE RECORDS AND ALL ORIGINAL STRIP CHART RECORDINGS FOR CONTINUOUS MONITORING INSTRUMENTATION) OR OTHER REPORTS REQUESTED BY THE EPD, EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLANS, RECORDS OF ALL DATA USED TO COMPLETE THE NOTICE OF INTENT TO BE COVERED BY THIS PERMIT AND ALL OTHER RECORDS REQURIED BY THIS PERMIT SHALL BE RETAINED BY THE PERMITTEE WHO EITHER PRODUCED OR USED IT FOR A PERIOD OF AT LEAST THREE (3) YEARS FROM THE DATE THAT THE NOT IS SUBMITTED IN ACCORDANCE WITH PART VI OF THIS PERMIT. THESE RECORDS MUST BE MAINTAINED AT THE PERMITTEE'S PRIMARY PLACE OF BUSINESS ONCE THE CONSTRUCTION ACTIVITY HAS CEASED AT THE PERMITTED SITE. THIS PERIOD MAY BE EXTENDED BY REQUEST OF THE EPD AT ANY

TIME UPON WRITTEN NOTIFICATION TO THE PERMITTEE.

C. TERTIARY PERMITTEE:

IV. EACH DAY WHEN ANY TYPE OF CONSTRUCTION ACTIVITY HAS TAKEN PLACE AT A TERTIARY PERMITTEE'S SITE, CERTIFIED PERSONNEL

PROVIDED BY THE TERTIARY PERMITTEE SHALL INSPECT: (A) ALL AREAS USED BY THE TERTIARY PERMITTEE WHERE PETROLEUM PRODUCTS ARE STORED, USED, OR HANDLED FOR SPILLS AND LEAKS FROM VEHICLES AND EQUIPMENT; AND (B) ALL LOCATIONS AT THE TERTIARY PERMITTEE SITE WHERE THAT PERMITTEE'S VEHICLES ENTER OR EXIT THE SITE FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING. THESE INSPECTIONS MUST BE CONDUCTED UNTIL A NOTICE OF TERMINATION IS SUBMITTED. THIS PARAGRAPH IS NOT APPLICABLE TO UTILITY COMPANIES AND UTILITY CONTRACTORS PERFORMING ONLY SERVICE LINE INSTALLATIONS OR WHEN

CONDUCTING REPAIRS ON EXISTING LINE INSTALLATIONS.

II. MEASURE RAINFALL ONCE EVERY 24 HOURS EXCEPT ANY NON-WORKING SATURDAY, NON-WORKING SUNDAY, AND NON-WORKING FEDERAL HOLIDAY UNTIL A NOTICE OF TERMINATION IS SUBMITTED. MEASUREMENT OF RAINFALL MAY BE SUSPENDED IF ALL AREAS OF THE SITE HAVE UNDERGONE FINAL STABILIZATION OR ESTABLISHED A CROP OF ANNUAL VEGETATION AND A SEEDING OF TARGET

PERENNIALS APPROPRIATE FOR THE REGION.

III.CERTIFIED PERSONNEL (PROVIDED BY THE TERTIARY PERMITTEE) SHALL INSPECT AT LEAST THE FOLLOWING ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.5 INCHES RAINFALL OR GREATER (UNLESS SUCH STORM ENDS AFTER 5:00 PM ON ANY FRIDAY OR ON ANY NON-WORKING SATURDAY, NON-WORKING SUNDAY, OR ANY NON-WORKING FEDERAL HOLIDAY IN WHICH CASE THE INSPECTION SHALL BE COMPLETED BY THE END OF THE NEXT BUSINESS DAY AND/OR WORKING DAY, WHICHEVER OCCURS FIRST): (A) DISTURBED AREAS OF THE TERTIARY PERMITTEE'S CONSTRUCTION SITE; (B) AREAS USED BY THE TERTIARY PERMITTEE FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION; AND (C) STRUCTURAL CONTROL MEASURES. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN APPLICABLE TO THE TERTIARY PERMITTEE'S SITE SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE LOCATIONS OR POINTS ARE ACCESSIBLE, THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATER(S). FOR AREAS OF A SITE THAT HAVE UNDERGONE FINAL STABILIZATION OR ESTABLISHED A CROP OF ANNUAL VEGETATION AND A SEEDING OF TARGET PERENNIALS APPROPRIATE FOR THE REGION, THE PERMITTEE MUST COMPLY WITH PART IV.D.4.C.(4). THESE INSPECTIONS MUST BE CONDUCTED UNTIL A NOTICE OF TERMINATION IS SUBMITTED. THIS PARAGRAPH IS NOT APPLICABLE TO UTILITY COMPANIES AND UTILITY CONTRACTORS PERFORMING ONLY SERVICE LINE INSTALLATIONS OR WHEN

CONDUCTING REPAIRS ON EXISTING LINE INSTALLATIONS.

IV. CERTIFIED PERSONNEL (PROVIDED BY THE TERTIARY PERMITTEE) SHALL INSPECT AT LEAST ONCE PER MONTH DURING THE TERM OF THIS PERMIT (I.E. UNTIL A NOTICE OF TERMINATION IS SUBMITTED TO EPD) THE AREAS OF THEIR SITES THAT HAVE UNDERGONE FINAL STABILIZATION OR ESTABLISHED A CROP OF ANNUAL VEGETATION AND A SEEDING OF TARGET PERENNIALS APPROPRIATE FOR THE REGION. THESE AREAS SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM AND THE RECEIVING WATER(S). EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY. WHERE DISCHARGE LOCATIONS OR POINTS ARE ACCESSIBLE, THEY SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATER(S). THIS PARAGRAPH IS NOT APPLICABLE TO UTILITY COMPANIES AND UTILITY CONTRACTORS PERFORMING ONLY SERVICE LINE INSTALLATIONS OR WHEN CONDUCTING REPAIRS ON EXISTING LINE INSTALLATIONS.

V.BASED ON THE RESULTS OF EACH INSPECTION, THE SITE DESCRIPTION, AND THE POLLUTION PREVENTION AND CONTROL MEASURES IDENTIFIED IN THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN, THE PLAN SHALL BE REVISED AS APPROPRIATE NOT LATER THAN SEVEN (7) CALENDAR DAYS FOLLOWING EACH INSPECTION. IMPLEMENTATION OF SUCH CHANGES SHALL BE MADE AS SOON AS PRACTICAL BUT IN NO CASE LATER THAN SEVEN (7) CALENDAR DAYS FOLLOWING THE INSPECTION.

VI. A REPORT OF EACH INSPECTION THAT INCLUDES THE NAME(S) OF CERTIFIED PERSONNEL MAKING EACH INSPECTION, THE DATE(S) OF EACH INSPECTION, CONSTRUCTION PHASE (I.E. INITIAL, INTERMEDIATE, OR FINAL), MAJOR OBSERVATIONS RELATING TO THE IMPLEMENTATION OF THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN, AND ACTIONS TAKEN IN ACCORDANCE WITH PART IV.D.4.C.(5) OF THE PERMIT SHALL BE MADE AND RETAINED AT THE SITE OR BE READILY AVAILABLE AT A DESIGNATED ALTERNATE LOCATION UNTIL THE ENTIRE SITE HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTED TO EPD. SUCH REPORTS SHALL BE READILY AVAILABLE BY THE END OF THE SECOND BUSINESS DAY AND/OR WORKING DAY AND SHALL IDENTIFY ALL INCIDENTS OF BEST MANAGEMENT PRACTICES THAT HAVE NOT BEEN PROPERLY INSTALLED AND/OR MAINTAINED AS DESCRIBED IN THE PLAN. WHERE THE REPORT DOES NOT IDENTIFY ANY INCIDENTS, THE INSPECTION REPORT SHALL CONTAIN A CERTIFICATION THAT THE BEST MANAGEMENT PRACTICES ARE IN COMPLIANCE WITH THE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN. THE REPORT SHALL BE SIGNED IN ACCORDANCE WITH PART V.G.2 OF THIS PERMIT. THIS PARAGRAPH IS NOT APPLICABLE TO UTILITY COMPANIES AND UTILITY CONTRACTORS PERFORMING ONLY SERVICE LINE INSTALLATIONS OR WHEN CONDUCTING REPAIRS ON EXISTING LINE

INSTALLATIONS.

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GSWCC LEVEL II CERTIFICATION INFORMATION

SHANE SMITH, PE

CERTIFICATION NUMBER: 0000047285

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60'0 120'30'

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LIMITS OF DISTURBANCE

EXISTING GRADE, MINOR CONTOUR

EXISTING GRADE, MAJOR CONTOUR

DIRECTION AND SLOPE OF SURFACE FLOW

CONTOUR

EXISTING WATER LINE

EXISTING SANITARY SEWER LINE

WATER LINE

SANITARY SEWER LINE

EXISTING FENCE LINE

EXISTING BOLLARD

BOLLARD

SEDIMENT BARRIER

SLOPE ARROW

1.0%

1. ALL DISTURBED AREAS TO BE STABILIZED IN ACCORDANCE WITH GSWCC AND

GDOT SEEDING SPECIFICATIONS.

2. CONTRACTOR SHALL ENSURE ALL SEDIMENT IS RETAINED ON SITE. STAGING

AREA SHALL BE WITHIN THE LIMITS OF CONSTRUCTION.

3. EROSION CONTROL MEASURES SHALL BE INCLUDED WITH ANY STOCKPILED

MATERIAL, TOPSOIL, ETC.

4. MAINTENANCE OF ALL EROSION CONTROL MEASURES SHALL BE IN

ACCORDANCE WITH GSWCC MANUAL OF EROSION AND SEDIMENT CONTROL.

5. CONTRACTOR SHALL DISPOSE OF ALL SEDIMENT OFF THE INSTALLATION IN AN

APPROVED MANNER CONSISTENT WITH GSWCC REGULATIONS.

6. ANY CONSTRUCTION VEHICLES SHALL PROPERLY DISPOSE OF ANY MUD

AND/OR DIRT PRIOR TO REACHING ANY PUBLIC PAVED STREETS.

TOTAL IMPERVIOUS AREA: 150,539.835 SF = 3.456 ACRES

TOTAL DISTURBED AREA: 150,539.835 SF = 3.456 ACRES

AREA CALCULATIONS

DESIGN PROFESSIONAL'S CERTIFICATION

1. "I CERTIFY THAT THE PERMITEE’S EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT “MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA” (MANUAL) PUBLISHED BY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH LAND DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE SAMPLING OF THE RECEIVING WATER(S) OR THE SAMPLING OF THE STORM WATER OUTFALLS, AND THAT THE THE DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES AND SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENTS CONTAINED IN THE GENERAL NPDES PERMIT NO. GAR 100002."

2. "I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED

HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDER MY DIRECT SUPERVISION.”

3. "I CERTIFY UNDER THE 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 PERSONAL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED, BASED UPON 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 THE POSSIBILITY OF

FINE AND IMPRISONMENT FOR KNOWING VIOLATIONS.”

SHANE SMITH, PE GSWCC CERT. 0000047285 DATE

“THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND-DISTURBING ACTIVITIES.”

“EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.”

“ANY DISTURBED AREA LEFT EXPOSED SHALL BE STABILIZED WITH SOD OR TEMPORARY SEEDING AT THE END OF EACH

DAY”

LIMITS OF

DISTURBANCE

LIMITS OF

DISTURBANCE

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STRUCTURAL PRACTICES LEGEND

LIMITS OF

DISTURBANCE

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(TYPE B

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Sd1

(TYPE B

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SOCK). REFER TO CE501

FOR FURTHER DETAILS

Sd1

(TYPE B

COMPOST FILTER

SOCK). REFER TO CE501

FOR FURTHER DETAILS

SOIL GROUP

CHIPLEY-URBAN LAND COMPLEX

HYDROLOGICAL SOIL GROUP: ACuc

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APPROXIMATE LIMITS OF EDGE OF PAVEMENT

TO BE REPLACED

24 HOUR EMERGENCY CONTACT

NAME: FORT STEWART DPW

ADDRESS: BLDG 1141, 1480 VETERAN'S PARKWAY

FORT STEWART, GA

PHONE: (912) 767 - 1581

LOCATION FOR FOD INSPECTION POINT AND STAGING

AREA AND ANY REQUIRED WASHOUT AREA ARE TO BE

COORDINATED WITH AND APPROVED BY AIRFIELD

OPERATIONS PRIOR TO CONSTRUCTION.

(SEDIMENT BARRIER TO BE MODIFIED ACCORDINGLY)

7/31/2020

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8 CI

AutoCAD SHX Text Taxiway3-3

AutoCAD SHX Text

RWAY-7

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RWAY-8

AutoCAD SHX Text 8080-1

AutoCAD SHX Text 30-39

AutoCAD SHX Text

AutoCAD SHX Text 6 S

AutoCAD SHX Text 8 S

AutoCAD SHX Text

AutoCAD SHX Text Establishing a temporary vegetative cover with fast growing seedings on disturbed areas.

AutoCAD SHX Text

DISTURBED AREA STABILIZATION (WITH TEMP SEEDING)

AutoCAD SHX Text A barrier to prevent sediment from leaving the construction site. It may be sandbags, bales of straw or hay, brush, logs and poles, gravel, or a silt fence.

AutoCAD SHX Text

SEDIMENT BARRIER

AutoCAD SHX Text

(INDICATE TYPE)

AutoCAD SHX Text Controlling surface and air movement of dust on construction site, roadways and similar sites.

AutoCAD SHX Text

DUST CONTROL ON DISTURBED AREAS

AutoCAD SHX Text The practice of stripping off the more fertile soil, storing it, then spreading it over the disturbed area after completion of construction activities.

AutoCAD SHX Text

TOPSOILING

AutoCAD SHX Text

(SHOW STRIPING AND STORAGE AREAS)

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PROPOSED NEW-PAVEMENT

LIMITS OF DISTURBANCE

EXISTING GRADE, MINOR CONTOUR

EXISTING GRADE, MAJOR CONTOUR

DIRECTION AND SLOPE OF SURFACE FLOW

CONTOUR

EXISTING WATER LINE

EXISTING SANITARY SEWER LINE

WATER LINE

SANITARY SEWER LINE

EXISTING FENCE LINE

EXISTING BOLLARD

BOLLARD

SEDIMENT BARRIER

SLOPE ARROW

1.0%

1. ALL DISTURBED AREAS TO BE STABILIZED IN ACCORDANCE WITH GSWCC AND

GDOT SEEDING SPECIFICATIONS.

2. CONTRACTOR SHALL ENSURE ALL SEDIMENT IS RETAINED ON SITE. STAGING

AREA SHALL BE WITHIN THE LIMITS OF CONSTRUCTION.

3. EROSION CONTROL MEASURES SHALL BE INCLUDED WITH ANY STOCKPILED

MATERIAL, TOPSOIL, ETC.

4. MAINTENANCE OF ALL EROSION CONTROL MEASURES SHALL BE IN

ACCORDANCE WITH GSWCC MANUAL OF EROSION AND SEDIMENT CONTROL.

5. CONTRACTOR SHALL DISPOSE OF ALL SEDIMENT OFF THE INSTALLATION IN AN

APPROVED MANNER CONSISTENT WITH GSWCC REGULATIONS.

6. ANY CONSTRUCTION VEHICLES SHALL PROPERLY DISPOSE OF ANY MUD

AND/OR DIRT PRIOR TO REACHING ANY PUBLIC PAVED STREETS.

TOTAL IMPERVIOUS AREA: 150,539.835 SF = 3.456 ACRES

TOTAL DISTURBED AREA: 150,539.835 SF = 3.456 ACRES

AREA CALCULATIONS

DESIGN PROFESSIONAL'S CERTIFICATION

2. "I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED

HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDER MY DIRECT SUPERVISION.”

3. "I CERTIFY UNDER THE PENALTY…

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