26179_0005 _ Ritz Avenue Road Extension _ Pla.pdf

REV. NO. REVISION

REVISION HISTORY

BY DATE

SUBMITTED TO

SUBMITTAL HISTORY

DATEDATE

CITY OF WAYNESBORO 3/12/25

A CITY OF WAYNESBORO COMMENTS KSC 5/27/25

CITY OF WAYNESBORO 5/27/25

CITY OF WAYNESBORO 6/6/25

B CITY OF WAYNESBORO COMMENTS KSC 6/6/25

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Know what'sbelow.

before you dig.Call

R

ROAD EXTENSION

OF

RITZ AVENUE

WAYNESBORO, GEORGIA

PREPARED FOR:

DEVELOPMENT AUTHORITY

OF BURKE COUNTY

MARCH 11, 2025

TM# 073-001

J-26179.0005

VICINITY MAP

SCALE: 1" = 600'

SITE

PREPARED BY:

3633 Wheeler Road • Suite 385 Augusta, GA 30909 p.762.212.4870 www.thomasandhutton.com

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Sheet List Table Sheet

Number Sheet Title

C0 COVER SHEET

G1.1 GENERAL NOTES

EX1.0 EXISTING CONDITIONS

C1.1 OVERALL SITE PLAN

EC0.1 ES & PC NOTES

EC0.2 ES & PC NOTES

EC0.3 ES & PC NOTES

EC1.1 EROSION CONTROL - INITIAL PHASE

EC1.2 EROSION CONTROL - INITIAL PHASE

EC2.1 EROSION CONTROL - INTERMEDIATE PHASE

EC2.2 EROSION CONTROL - INTERMEDIATE PHASE

EC3.1 EROSION CONTROL - FINAL PHASE

EC3.2 EROSION CONTROL - FINAL PHASE

EC4.1 EROSION CONTROL DETAILS

EC4.2 EROSION CONTROL DETAILS

EC4.3 EROSION CONTROL DETAILS

C1.1 RITZ AVE - ROAD - PLAN & PROFILE

C1.2 RITZ AVE - CUL-DE-SAC - PLAN & PROFILE

C1.3 TMC TRAIL - PLAN & PROFILE

C1.4 TMC TRAIL - PLAN & PROFILE

C3.1 PAVING GRADING & DRAINAGE PLAN

C3.2 PAVING GRADING & DRAINAGE PLAN

C3.3 PAVING GRADING & DRAINAGE PLAN

C3.4 PAVING GRADING & DRAINAGE PLAN

C3.5 PAVING, GRADING, & DRAINAGE DETAILS

C3.6 PAVING, GRADING, & DRAINAGE DETAILS

C3.7 PAVING GRADING & DRAINAGE DETAILS

C3.8 PAVING, GRADING, & DRAINAGE DETAILS

C3.9 PAVING, GRADING, & DRAINAGE DETAILS

C3.10 PAVING, GRADING, & DRAINAGE DETAILS

C4.1 STAKING, SIGNAGE, AND MARKING PLAN

C4.2 STAKING, SIGNAGE, AND MARKING PLAN

GSWCC ID: 0000064323

EXP: 12/22/20276-18-25

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N http://www.thomasandhutton.com

OHPOHPOHPOHPOHPOHPOHPOHP

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OHP

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IE 250.76'

IE 286.24'

10"CMP

IE 279.21'

IE 280.06'

C1.3

C1.2

C1.1

SCALE: 1" = 350'

INDEX

ENGINEER:

BURKE COUNTY

TOWN

COUNTY

GENERAL INFORMATION

OWNER: SURVEYOR:

ZONING

WAYNESBORO

1-1

DEVELOPMENT AUTHORITY OF BURKE

COUNTY

PO BOX 807, WAYNESBORO, GA 30824

706.554.2923

GENERAL NOTES

ABBREVIATIONS

DBL DOUBLE FM FORCE MAIN (SANITARY SEWER) OC ON CENTER SS SANITARY SEWER

BOT BOTTOM FP FINISH PAD PC POINT OF CURVE TC TOP OF CURB

CB CATCH BASIN FPW FIRE PROTECTION PH POST HYDRANT TH THROAT ELEVATION

CI CURB INLET FR FRAME PT POINT OF TANGENT TG TOP OF GUTTER

CO CLEAN OUT GI GRATE INLET PVC POLYVINYL CHLORIDE TP TOP OF PAVEMENT

CPP CORRUGATED PLASTIC PIPE GV GATE VALVE RCP REINFORCED CONCRETE PIPE TW TOP OF WALK

DBL DOUBLE HDPE HIGH DENSITY POLYETHYLENE RC ROLL CURB INLET TYP TYPICAL

DI DITCH INLET HI HOODED INLET RCP REINFORCED CONCRETE PIPE VI VALLEY INLET

DIP DUCTILE IRON PIPE INV INVERT ELEVATION RI ROOF INLET W WATER

EL ELEVATION JB JUNCTION BOX RJP RESTRAINED JOINT PIPE W/ WITH

ES END SECTION LF LINEAR FEET R/W RIGHT-OF-WAY WV WATER VALVE

FES FLARED END SECTION MAX MAXIMUM SD STORM DRAINAGE YI YARD INLET

FG FINISH GRADE MIN MINIMUM SDMH STORM DRAINAGE MANHOLE

FH FIRE HYDRANT MH MANHOLE SF SQUARE FEET

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STEVE BARGERON & ASSOCIATES, LLC

101 ROGERS DRIVE

WAYNESBORO, GA 30830

THOMAS & HUTTON

3633 WHEELER ROAD, SUITE 385

AUGUSTA, GA 30909

762.212.4870

DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

BY

GENERAL NOTES

G1.1 26179.0005

PHASE 01

DEVELOPMENT AUTHORITY OF BURKE COUNTY

602 N. LIBERTY STREET

WAYNESBORO, GA 30830

3/11/25

JR

ZKR

WHE

WHE

A 5/27/25

3633 Wheeler Road • Suite 385 Augusta, GA 30909 • 762.212.4870 www.thomasandhutton.com

CITY OF WAYNESBORO COMMENTS KSC

DRAINAGE LEGEND

EXISTING PROPOSED

PIPE

DITCH

CURB INLET (CI)

CATCH BASIN

(CB)

CURB INLET -

RIGHT (CI)

OR

CATCH BASIN -

RIGHT (CB)

OR OR

CURB INLET -

LEFT (CI)

OR

CATCH BASIN -

LEFT (CB)

OR OR

CURB INLET -

BOTH (CI)

OR

CATCH BASIN -

BOTH (CB)

OR OR

CONTROL

STRUCTURE (CS)

DITCH INLET (DI)

GRATE INLET

(GI)

HOODED INLET

(HI)

OR OR

JUNCTION BOX

(JB)

MANHOLE

(SDMH)

ROLL CURB

INLET (RC)

ROOF INLET (RI)

VALLEY INLET

(VI)

YARD INLET (YI)

BEVELED END

SECTION (BES)

END SECTION

(ES)

FLARED END

SECTION (FES)

11-14° BEND -

HORIZONTAL

22-12° BEND -

HORIZONTAL

45° BEND -

HORIZONTAL

90° BEND -

HORIZONTAL

CLEANOUT

PLUG

TEE

WYE

SEWER LEGEND

EXISTING PROPOSED

GRAVITY PIPE

SINGLE SERVICE

LATERAL

DOUBLE

SERVICE

LATERAL

DROP

MANHOLE

(DMH)

MANHOLE (MH)

CLEANOUT

(CO)

FORCEMAIN

AIR RELEASE

VALVE (ARV)

CHECK VALVE

(CV)

PLUG VALVE

AND BOX (PV)

FLUSH HYDRANT

PUMP

CONNECTION

(PC)

REDUCER

TRACER WIRE

ACCESS BOX

(TWAB)

CROSS

TEE

TAPPING

SLEEVE (TS)

90° BEND

HORIZONTAL

45° BEND

HORIZONTAL

22-12° BEND

HORIZONTAL

11-14° BEND

HORIZONTAL

BEND

VERTICAL

PLUG \ CAP

ss

10"FM 10"FM

WATER LEGEND

EXISTING PROPOSED

FIRE

PROTECTION

WATER MAIN

SINGLE SERVICE

LATERAL

DOUBLE

SERVICE

LATERAL

BUTTERFLY

VALVE (BV)

DOUBLE CHECK

DETECTOR

ASSEMBLY

(DCDA)

GATE VALVE

AND BOX (GV)

POST

INDICATOR

VALVE (PIV)

TAPPING

SLEEVE AND

VALVE (TSV)

REDUCED

PRESSURE ZONE

BACKFLOW

(RPZ)

WATER LEGEND

EXISTING PROPOSED

WATER METER

(WM)

TRACER WIRE

ACCESS BOX

(TWAB)

FIRE HYDRANT

W/TEE, VALVE &

BOX (FHA)

POST HYDRANT

(PH)

REDUCER

CROSS

TEE

90° BEND -

HORIZONTAL

45° BEND -

HORIZONTAL

22-12° BEND -

HORIZONTAL

11-14° BEND -

HORIZONTAL

BEND -

VERTICAL

CAP

10"FPW 10"FPW

10"W 10"W

OTHER UTILITIES LEGEND

EXISTING

NATURAL GAS

TELEPHONE

UNDERGROUND TELEPHONE

ELECTRICITY

UNDERGROUND ELECTRICITY

UGG

OHT

UTL

OHP

UGP

GRAPHIC SCALE:

1 INCH =

350 FEET

350 175 350

GSWCC ID: 0000064323

EXP: 12/22/2027

6-18-25

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WETLANDS

WETLANDS

WETLANDS

RITZ AVENUE

4 28

7 28 8 28 9 29

1 29

8 279 281

284 286

281282

283284

295294

280 28 028028

278278278 27

1291 29 1 29

0 29

0 29

292 29

WETLANDS

EXISTING

STORMWATER

POND

OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP

O

HP

O

HP

O

HP

O

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OHP

OHP

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OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

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O

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O

HP

O

HP

O

HP

O

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O

HP

O

HP

O

HP

O

HP

O

HP

O

HP

O

HP

N 21°10'43" W 410.47'

N 29°56'32" W 456.19'

N

0°

'3 1"

E

6.

CH: 80.00'

A: 482.59'

R: 90.00'

S

°5 1'

" W

5.

S 42°39'38" E 72.61'

S 86°10'46" E 1,440.49'

S 47°20'22" W 68.95'

N 86°10'46" W

1,436.35'

N 42°07'57" W 81.71'

S 29°56'32" E 454.54'

S 21°10'43" E

442.56'

N 49°46'25" E 81.87'

S 25°33'38" E

N 25°33'38" W

N 14°32'31" W

CH: 472.70'

A: 478.44' R: 890.00'

C H:

4 30.21'

A

4 35.4 4'

R :

810.00'

C H:

70.29'

A

70.36'

R:

460.00'

C H:

82.52'

A

82.60'

R:

54 0.00'

S 14°32'31" E

S 89°08'29" E

N 89°19'15" W

C H

3 .

7 3

A

3.

8 1

R:

5 9

. 2 3 '

N

3°

'2 1"

E

S 29°56'32" E

1.65'

S

°5 1'

" W

9.

OHP OHP OHP OHP

OHP OHP OHP

BENCHMARK

RAILROAD SPIKE IN POWER POLE

N: 1132457.392 E: 702236.442

LATITUDE: 33°06'47.812"

LONGITUDE: 82°00'58.324"

ELEV: 285.20

BENCHMARK

PK NAIL

N: 1130578.413 E: 702843.515

LAT: 33°06'29.212"

LONG: 82°00'51.218"

ELEV: 283.61'

N 89°18'15" W

1,462.30'

N 12°22'21" W 1,310.55'

C H:

68 0.87'

A

681.71'

R:

3968.24'

S 89°08'29" E

3,086.32'

C H:

8 .

2 2

A

8 .

R:

.5

2 '

S

°0 1'

" W

2.

C H:

3.

A

6.

R:

.2

3'

S 26°07'28" E

143.54'

N 08°27'22" W

N 13°55'11" W

S

°1 7'

" W

S

°2 0'

" E

S 18°17'43" E

C H:

84 3.51'

A

844.68'

R:

4632.10'

C H:

4 90.61'

A

4 90.67'

R:

9213.31'

N 89°19'15" W

806.15'

N 60°03'28" E856.33'

S 52°46'50" E

175.94'

S

°5 6'

" W

9.

S 27°50'06" E 334.88'

S 17°35'42" E 617.48'

N 89°18'15" W

404.47'

S

°2 0'

" E

4.

N 21°08'47" W 667.72'

86.20'

1" = 150'

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DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

BY

EXISTING CONDITIONS

EX1.0

26179.0005

PHASE 01

ZKR

WHE

WHE

A 5/27/25

B 6/6/25

CITY OF WAYNESBORO COMMENTS

CITY OF WAYNESBORO COMMENTS KSC

KSC

GRAPHIC SCALE:

1 INCH =

150 FEET

150 75 150

GSWCC ID: 0000064323

EXP: 12/22/2027

6-18-25

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OHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHPOHP

O

HP

O

HP

O

HP

O

HP

O

HP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

OHP

O

HP

O

HP

O

HP

O

HP

O

HP

O

HP

O

HP

O

HP

O

HP

O

HP

O

HP

O

HP

O

HP

O

HP

10"CMP

IE 279.21'

IE 280.06'

OHP OHP OHP OHP

OHP OHP OHP

27+93.23

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

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16+00

17+00

18+00

19+00

20+00

21+00

22+00

23+00

24+00

25+00

26+00

27+00

PI: 0+99.55

PI: 2+49.94

PC: 6+76.89

PT: 7

+53.37

PC: 12+09.56

PT: 16+66.50

+3

5.

0+

1+

2+

3+

4+

5+

6+

7+

8+

9+

+0

+0

+0

+0

+0

+0

+0

WETLANDS

WETLANDS

RITZ AVENUE

WETLANDS

WETLANDS

DAVIS RD

850'R

0'R

75'R

'R

500'R

2' CURB & GUTTER (TYP.)

12'

RI

TZ

A

VE

N

UE

TMC TRAIL

' P

UB

LI

C R

/W

80' PUBLIC R/W

' E

O P

TO

E

O P

' B

O C

T O

B O

C

24' EOP TO EOP

28' BOC TO BOC

RIGHT OF WAY

RIGHT OF WAY

EXISTING POWER POLE

TO BE RELOCATED.

COORDINATE WITH

PLANTERS EMC.

SEE NOTE ON SHEET G1.1.

DRY

DETENTION

POND

35'R 35'R

80'R

1" = 150'

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DESIGNED:

SCALE:

REVIEWED:

APPROVED:

DRAWN:

JOB NO:

DATE:

NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

BY

OVERALL SITE PLAN

C1.0 26179.0005

PHASE 01

ZKR

150 FEET

150 75 150

GSWCC ID: 0000064323

EXP: 12/22/2027

6-18-25

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EROSION,SEDIMENTATION & POLLUTION CONTROL PLAN CHECKLIST -

INFRASTRUCTURE PROJECTS

ADDRESS: RITZ AVE, WAYNESBORO, GA 30830

DATE ON PLANS: 3/11/25

REVISED DATE:

SWCD: BRIER CREEK SWCD

PROJECT NAME: RITZ AVENUE

CITY/COUNTY: WAYNESBORO/ BURKE

1. THE APPLICABLE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN CHECKLIST ESTABLISHED BY THE COMMISSION AS OF JANUARY 1 OF THE YEAR IN THE LAND-DISTURBING ACTIVITY WAS PERMITTED. (THE COMPLETED CHECKLIST MUST BE SUBMITTED WITH THE ES&PC PLAN OR THE PLAN WILL

NOT BE REVIEWED) (PERMIT IV.D.1. PG 28)

PLEASE FIND THE CURRENT INFRASTRUCTURE EROSION, SEDIMENTATION AND

POLLUTION CONTROL CHECKLIST ATTACHED WITH THIS PLAN

2. LEVEL II CERTIFICATION NUMBER ISSUED BY THE COMMISSION, SIGNATURE AND SEAL OF THE CERTIFIED

DESIGN PROFESSIONAL. (SIGNATURE, SEAL AND LEVEL II NUMBER MUST BE ON EACH SHEET

PERTAINING TO ES&PC PLAN OR THE PLAN WILL NOT BE REVIEWED. THE LEVEL II CERTIFICATION MUST BE ISSUED TO THE DESIGN PROFESSIONAL, AFTER COMPLETION OF A GSWCC APPROVED COURSE, AND WHOSE SIGNATURE AND SEAL ARE ON THE PLAN.)

PLEASE FIND ON EACH SHEET OF THIS PLAN THE GSWCC LEVEL II CERTIFICATION

NUMBER, SIGNATURE AND SEAL FOR MR. WILLIAM EUBANK, PE.

3. THE NAME AND PHONE NUMBER OF 24-HOUR LOCAL CONTACT RESPONSIBLE FOR EROSION,

SEDIMENTATION AND POLLUTION CONTROLS. (PERMIT II.B.1.b PG 14)

AUSTIN STACY - ASTACY@SELECTBURKE.COM

(706) 554-2923

4. PROVIDE NAME, ADDRESS, EMAIL ADDRESS AND PHONE NUMBER OF PRIMARY PERMITTEE. (PERMIT II.B.1 b PG 14)

DEVELOPMENT AUTHORITY OF BURKE COUNTY

602 N. LIBERTY ST.

WAYNESBORO, GA 30830

AUSTIN STACY ; (706) 554-2923 ; ASTACY@SELECTBURKE.COM

5. NOTE TOTAL AND DISTURBED ACREAGE OF THE PROJECT OR PHASE UNDER CONSTRUCTION. (PERMIT IV.D.2 d PG 28)

TOTAL PARCEL ACREAGE IS 158.11 ACRES.

TOTAL DISTURBED ACREAGE FOR THE PROJECT IS 10.00 ACRES.

6. PROVIDE THE GPS LOCATION OF THE BEGINNING AND END OF THE INFRASTRUCTURE PROJECT. GIVE THE LATITUDES AND LONGITUDES IN DECIMAL DEGREES. PERMIT II.B.1 a PG 14

CONSTRUCTION EXITS ARE LOCATED AT:

LAT: N 33.3579 ; LONG: W -83.3471

LAT: N 33.3622 ; LONG: W -83.3437

7. INITIAL DATE OF THE PLAN AND THE DATES OF ANY REVISIONS MADE TO THE PLAN INCLUDING THE

ENTITY WHO REQUESTED THE REVISIONS.

PLEASE FIND THE INITIAL DATE OF THE PLAN AND ALL REVISIONS ON THE COVER

SHEET AS WELL AS EACH INDIVIDUAL SHEET OF THE PLAN.

8. DESCRIPTIONS OF THE NATURE OF CONSTRUCTION ACTIVITY AND EXISTING SITE CONDITIONS. (PERMIT IV.D.2 a PG 28)

THE CONSTRUCTION ACTIVITY AT THE SITE WILL INVOLVE GRADING, PAVING,

INSTALLATION OF DRAINAGE STRUCTURES, ROAD CONSTRUCTION. EXISTING SITE

CONDITIONS ARE UNDEVELOPED FARMLAND

9. PROVIDE VICINITY MAP SHOWING SITE'S RELATION TO SURROUNDING AREAS. INCLUDE DESIGNATION OF SPECIFIC PHASE, IF NECESSARY. (PERMIT IV.D.2 e PG 28)

PLEASE FIND THE VICINITY MAP LOCATED ON THE COVER SHEET OF THE PLANS

10. IDENTIFY THE PROJECT RECEIVING WATERS AND DESCRIBE ALL SENSITIVE ADJACENT AREAS INCLUDING STREAMS, LAKES, RESIDENTIAL AREAS, WETLANDS, MARSHLANDS, ETC. WHICH MAY BE AFFECTED. (PERMIT IV.D.2.g PG 28)

THE RECEIVING WATERS FOR THE PROJECT ARE TRIBUTARIES OF WALNUT BRANCH,

WHICH OUTFALLS TO BRIER CREEK. ULTIMATELY KIOKEE CREEK OUTFALLS TO THE

SAVANNAH RIVER. ALL OF THESE SUPPORT WARM WATER FISHERIES.

11. DESIGN PROFESSIONAL'S CERTIFICATION STATEMENT AND SIGNATURE THAT THE SITE WAS VISITED PRIOR

TO DEVELOPMENT OF THE ES&PC PLAN AS STATED ON PART IV PAGE 21 OF THE PERMIT.

I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE

VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF OR AUTHORIZED AGENT

UNDER MY SUPERVISION.

WILLIAM EUBANK, PE

GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION #0000064323

EXPIRATION DATE: 12/22/2027

12. DESIGN PROFESSIONAL'S CERTIFICATION STATEMENT AND SIGNATURE THAT THE PERMITTEE'S ES&PC PLAN PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BMP'S AND SAMPLING TO

MEET PERMIT REQUIREMENTS AS STATED ON PART IV PAGE 21 OF THE PERMIT.

I CERTIFY THAT THE PERMITEE'S EROSION, SEDIMENTATION & 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 GEORGIA SOIL AND WATER

CONSERVATION COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH THE

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 DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES AND

SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENTS CONTAINED IN

THE GENERAL NPDES PERMIT NO. GAR 100002.

WILLIAM EUBANK, PE

GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION #0000064323

EXPIRATION DATE: 12/22/2027

13. DESIGN PROFESSIONAL CERTIFICATION STATEMENT AND SIGNATURE THAT THE PERMITTEE'S ES&PC PLAN PROVIDES FOR REPRESENTATIVE SAMPLING AS STARTED ON PART IV.D.6.C.(3). PAGE 37 OF THE PERMIT

AS APPLICABLE.

I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND POLLUTION

CONTROL LAN PROVIDES FOR THE MOINTORING OF: (A) ALL PERENNIAL AND

INTERMITTENT STREAMS AND OTHER WATER BODIES SHOWN ON THE USGS

TOPOGRAPHIC MAP AND ALL OTHER FIELD VERIFIED PERENNIAL AND

INTERMITTENT STREAMS AND OTHER WATER BODIES, OR (B) WHERE ANY SUCH

SPECIFIC IDENTIFIED PERENNIAL OR INTERMITTENT STREAM AND OTHER WATER

BODY IS NOT PROPOSED TO BE SAMPLED, I HAVE DETERMINED IN MY

PROFESSIONAL JUDGEMENT, UTILIZING THE FACTORS REQUIRED IN THE GENERAL

NPDES PERMIT NO. GAR100002, THAT THE INCREASE IN THE TURBIDITY OF EACH

SPECIFIC IDENTIFIED SAMPLED RECEIVING WATER WILL BE REPRESENTATIVE OF THE

INCREASE IN THE TURBIDITY OF A SPECIFIC IDENTIFIED UN-SAMPLED RECEIVING

WATER.

WILLIAM EUBANK, PE

GSWCC LEVEL II DESIGN PROFESSIONAL

CERTIFICATION #0000064323

EXPIRATION DATE: 12/22/2027

14. CLEARLY NOTE THE STATEMENT THAT "THE DESIGN PROFESSIONAL WHO PREPARED THE ES&PC PLAN IS TO INSPECT AND CERTIFY THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BMP'S WITHIN 7 DAYS AFTER INSTALLATION, IN ACCORDANCE WITH PART IV.A.5

PAGE 26 OF THE PERMIT.

THE DESIGN PROFESSIONAL WHO PREPARED THE ES&PC PLAN IS TO INSPECT AND

CERTIFY THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS

AND PERIMETER CONTROL BMP'S WITHIN 7 DAYS AFTER INSTALLATION.

DESIGN PROFESSIONAL 7-DAY VISIT CERTIFICATION

DESIGN PROFESSIONAL WHO PREPARED THE ES&PC PLAN IS TO INSPECT AND

CERTIFY THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS

AND PERIMETER CONTROL BMPs WITHIN 7 DAYS AFTER INSTALLATION.

DATE OF INSPECTION: _____________

I CERTIFY THE SITE WAS __________ WITH THE ES&PC PLAN ON THE DATE OF

INSPECTION.

GSWCC LEVEL II DESIGN PROFESSIONAL CERTIFICATION #

INSPECTION REVEALED THE FOLLOWING DISCREPANCIES FROM THE ES&PC PLAN

THESE DEFICIENCIES MUST BE ADDRESSED IMMEDIATELY AND A RE-INSPECTION

SCHEDULED. WORK SHALL NOT PROCEED ON THE SITE UNTIL DESIGN

PROFESSIONAL CERTIFICATION IS OBTAINED.

15. CLEARLY NOTE THE STATEMENT THAT "NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE

25 OR 50-FOOT UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED

VEGETATION OR WITHIN 25-FEET OF THE COASTAL MARSHLAND BUFFER AS MEASURED FROM THE JURISDICTIONAL DETERMINATION LINE WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND PERMITS." (PART IV.(i)-(iv) PG 19-24 OF THE PERMIT).

NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT

UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED

VEGETATION OR WITHIN 25-FEET OF THE COASTAL MARSHLAND BUFFER AS

MEASURED FROM THE JURISDICTIONAL DETERMINATION LINE WITHOUT FIRST

ACQUIRING THE NECESSARY VARIANCES AND PERMITS.

16. PROVIDE A DESCRIPTION OF ANY BUFFER ENCROACHMENTS AND INDICATE WHETHER A BUFFER

VARIANCE IS REQUIRED.

THERE WILL BE NO BUFFER ENCROACHMENTS THAT ARE PART OF THE PROJECT.

17. CLEARLY NOTE THE STATEMENT THAT "AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMP'S WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN

PROFESSIONAL.", (PART IV.C PG 27 OF PERMIT).

AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT

EFFECT ON BMP'S WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE

DESIGN PROFESSIONAL.

18. CLEARLY NOTE THE STATEMENT THAT "WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT. (PERMIT IV.D.3.c(1) PG 31).

WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT

AS AUTHORIZED BY A SECTION 404 PERMIT.

19. CLEARLY NOTE THE STATEMENT THAT "THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO LAND

DISTURBING ACTIVITIES."

THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE

INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES

PRIOR TO LAND DISTURBING ACTIVITIES.

20.CLEARLY NOTE THE STATEMENT THAT "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."

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.

21.CLEARLY NOTE THE STATEMENT "ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING." (PERMIT IV.D.3.a.(1) PG 28).

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS

SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.

22. ANY CONSTRUCTION ACTIVITY WHICH DISCHARGES STORM WATER INTO A BIOTA IMPAIRED STREAM SEGMENT, OR WITHIN 1 LINEAR MILE UPSTREAM OF AND WITHIN THE SAME WATERSHED AS, ANY PORTION OF A BIOTA IMPAIRED STREAM SEGMENT MUST COMPLY WITH PART III.C. OF THE PERMIT.

INCLUDE THE COMPLETED APPENDIX 1 LISTING ALL THE BMP'S THAT WILL BE USED FOR THOSE AREAS OF THE SITE WHICH DISCHARGE TO THE IMPAIRED STREAM SEGMENT. (PART III.C.2.A - V. PG 19-21)

THE SITE IS LOCATED MORE THAN 1 LINEAR MILE UPSTREAM OF THE NEAREST

IMPAIRED STREAM SEGMENT.

23. IF A TMDL IMPLEMENTATION PLAN FOR SEDIMENT HAS BEEN FINALIZED FOR THE BIOTA IMPAIRED STREAM SEGMENT (IDENTIFIED IN ITEM 22 ABOVE) AT LEAST SIX MONTHS PRIOR TO SUBMITTAL OF NOI, THE ES&PC PLAN MUST ADDRESS ANY SITE-SPECIFIC CONDITIONS OR REQUIREMENTS INCLUDED IN THE

TMDL IMPLEMENTATION PLAN. (PERMIT III.C.1 PG 15)

THE SITE IS LOCATED MORE THAN 1 LINEAR MILE UPSTREAM OF THE NEAREST

IMPAIRED STREAM SEGMENT.

24.BMP'S FOR CONCRETE WASHDOWN OF TOOLS, CONCRETE MIXER CHUTES, HOPPERS AND THE REAR 0F THE VEHICLES. INCLUDE STATEMENT THAT WASHOUT OF THE DRUM AT THE CONSTRUCTION SITE IS PROHIBITED, (PERMIT IV.D.3.c(6) PG 31).

CONCRETE WASHOUT PROHIBITED ON SITE.

25.PROVIDE BMP'S FOR THE REMEDIATION OF ALL PETROLEUM SPILLS AND LEAKS, (PERMIT IV.D.3.c.(5) PG 31).

PETROLEUM BASED PRODUCTS- CONTAINERS FOR PRODUCTS SUCH AS FUELS,

LUBRICANTS AND TARS WILL BE INSPECTED DAILY FOR LEAKS AND SPILLS. THIS

INCLUDES ON-SITE VEHICLE AND MACHINERY INSPECTIONS AND REGULAR

PREVENTATIVE MAINTENANCE FOR SUCH EQUIPMENT. EQUIPMENT

MAINTENANCE AREAS WILL BE LOCATED AWAY FROM STATE WATER, NATURAL

DRAINS AND STORM WATER DRAINAGE INLETS. IN ADDITION, TEMPORARY

FUELING TANKS SHALL HAVE A SECONDARY CONTAINMENT LINER TO

PREVENT/MINIMIZE SITE CONTAMINATION. DISCHARGE OF OILS, FUELS AND

LUBRICANTS IS PROHIBITED. PROPER DISPOSAL METHODS WILL INCLUDE

COLLECTION IN A SUITABLE CONTAINER AND DISPOSAL AS REQUIRED BY LOCAL

AND STATE REGULATIONS. HAVE EQUIPMENT TO CONTAIN AND CLEAN UP

PETROLEUM SPILLS IN FUEL STORAGE AREAS OR ON MAINTENANCE AND FUELING

VEHICLES. STORE IN COVERED AREAS PROTECTED WITH DIKES. REGULARLY

INSPECT FOR CRACKS OR LEAKAGE IN CONTAINERS/TANKS.

SPILL CLEANUP AND CONTROL PRACTICES

· LOCAL, STATE AND MANUFACTURER'S RECOMMENDED METHODS FOR

SPILL CLEANUP WILL BE CLEARLY POSTED AND PROCEDURES WILL BE

MADE AVAILABLE TO SITE PERSONNEL.

· MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE

KEPT IN THE MATERIAL STORAGE AREAS. TYPICAL MATERIALS AND

EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO, BROOMS, DUSTPANS,

MOPS, RAGS, GLOVES, GOGGLES, CAT LITTER, SAND, SAWDUST, AND

PROPERLY LABELED PLASTIC AND MEAL WASTE CONTAINERS.

· SPILL PREVENTION PRACTICES AND PROCEDURES WILL BE REVIEWED

AFTER A SPILL AND ADJUSTED AS NECESSARY TO PREVENT FUTURE SPILLS.

· FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACE

WATER), THE NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED

WITHIN 24 HOURS AT 1-800-424-8802.

· FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL CENTER (NRC)

WILL BE CONTACTED WITHIN 24 HOURS

· FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER

IMPACTS, THE GEORGIA EPD WILL BE CONTACTED WITHIN 24 HOURS.

· FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS,

THE SPILL WILL BE CLEANED UP AND LOCAL AGENCIES WILL BE

CONTACTED AS REQUIRED.

THE CONTRACTOR SHALL NOTIFY THE LICENSED PROFESSIONAL WHO PREPARED THIS PLAN IF

MORE THAN 1320 GALLONS OF PETROLEUM IS STORED ONSITE (THIS INCLUDES CAPACITIES OF

EQUIPMENT) OR IF ANY ONE PIECE OF EQUIPMENT HAS A CAPACITY GREATER THAN 660

GALLONS. THE CONTRACTOR WILL NEED A SPILL PREVENTION CONTAINMENT AND

COUNTERMEASURES PLAN PREPARED BY THAT LICENSED PROFESSIONAL.

26.DESCRIPTION OF THE MEASURES THAT WILL BE INSTALLED DURING THE CONSTRUCTION PROCESS TO CONTROL POLLUTANTS IN STORM WATER THAT WILL OCCUR AFTER CONSTRUCTION OPERATIONS HAVE BEEN COMPLETED. (PERMIT IV.D.3.b PG 29).

RIP-RAP IS INSTALLED ON ALL OUTFALL LOCATIONS. PERMANENT GRASSING

AND LANDSCAPING WILL BE INSTALLED TO PROTECT EARTHEN AREAS FROM

EROSION ONCE CONSTRUCTION IS COMPLETE.

27. DESCRIPTION OF PRACTICES TO PROVIDE COVER FOR BUILDING MATERIALS AND BUILDING PRODUCTS ON SITE, (PERMIT IV.D.3.c.(2) PG 31).

THE CONTRACTOR IS TO PROVIDE COVER FOR: BUILDING MATERIALS, BUILDING

PRODUCTS, CONSTRUCTION WASTES, TRASH, LANDSCAPE MATERIALS, FERTILIZERS,

PESTICIDES, HERBICIDES, DETERGENTS, SANITARY WASTE AND OTHER MATERIALS

THAT ARE STORED ON SITE BY USING PLASTIC SHEETING AS COVER AND

PROTECTION FROM PRECIPITATION. THE ABOVE PRODUCTS WILL BE STORED IN A

LOCATION THAT WOULD MINIMIZE EXPOSURE TO PRECIPITATION AND TO

STORMWATER.

28. DESCRIPTION OF THE PRACTICES THAT WILL BE USED TO REDUCE THE POLLUTANTS IN STORM WATER

DISCHARGES. (PERMIT IV PG 25)

POLLUTANT PREVENTION

THE FOLLOWING MATERIALS ARE EXPECTED ONSITE DURING CONSTRUCTION:

PETROLEUM BASED FUELS AND LUBRICANTS FOR EQUIPMENT, ADDITIVES FOR SOIL

STABILIZATION, PESTICIDES, FERTILIZERS, HERBICIDES, CRUSHED STONE, CONCRETE

PRODUCTS, ASPHALT, TAR, LUMBER, , PAINTS/STAINS/FINISHING TREATMENTS,

PAINT SOLVENTS, CLEANING SOLVENTS, PLASTICS AND METAL PIPES.

PRACTICES SUCH AS GOOD HOUSEKEEPING, PROPER HANDLING OF HAZARDOUS

PRODUCTS AND PROPER SPILL CONTROL PRACTICES WILL BE FOLLOWED TO

REDUCE THE RISK OF SPILLS FROM DISCHARGING INTO STORM WATER RUNOFF.

GOOD HOUSEKEEPING

· QUANTITIES ONSITE WILL BE LIMITED TO THE AMOUNT NEEDED FOR THE

JOB.

· PRODUCTS AND MATERIALS WILL BE STORED IN A NEAT, ORDERLY

MANNER IN APPROPRIATE CONTAINERS PROTECTED FROM RAINFALL,

WHERE POSSIBLE.

· PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH

MANUFACTURER'S LABELS LEGIBLE AND VISIBLE.

· PRODUCT MIXING, DISPOSAL, AND DISPOSAL OF PRODUCT CONTAINERS

WILL BE ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.

· THE CONTRACTOR WILL INSPECT SUCH MATERIALS TO ENSURE PROPER

USE, STORAGE AND DISPOSAL.

PRODUCT SPECIFIC PRACTICES

FERTILIZER/HERBICIDES/PESTICIDES/DETERGENTS- THESE WILL BE APPLIED AT RATES

THAT DO NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS OR ABOVE THE

GUIDELINES SET FORTH IN THE CROP ESTABLISHMENT OR IN THE GSWCC MANUAL

FOR EROSION AND

SEDIMENTATION CONTROL IN GEORGIA. ANY STORAGE OF THESE MATERIALS

WILL BE UNDER ROOF IN SEALED CONTAINERS. DO NOT DISCHARGE WASH

WATER INTO STORM WATER SYSTEM. INSTALL CURBS OR DIKES AROUND STORAGE

AREA TO PROTECT AGAINST SPILLS. LIMIT USE OF DETERGENTS ON-SITE.

PAINTS/FINISHES/SOLVENTS- ALL PRODUCTS WILL BE STORED IN

TIGHTLY SEALED ORIGINAL CONTAINERS WHEN NOT IN USE. EXCESS

PRODUCT WILL NOT BE DISCHARGED TO THE STORM WATER

COLLECTION SYSTEM. EXCESS PRODUCT, MATERIALS USED WITH

THESE PRODUCTS AND PRODUCT CONTAINERS WILL BE DISPOSED OF

ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS AND

RECOMMENDATIONS.

CONCRETE TRUCK WASHING- CONCRETE WASHOUT SHALL OCCUR

ONLY IN THE WASH PAD VICINITY DELINEATED IN THE PLANS.

BUILDING MATERIALS- NO BUILDING OR CONSTRUCTION MATERIALS

WILL BE BURIED OR DISPOSED OF ONSITE. ALL SUCH MATERIAL WILL

BE DISPOSED OF IN PROPER WASTE DISPOSAL PROCEDURES.

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YESEC0.2 29.DESCRIPTION AND CHART OR TIMELINE OF THE INTENDED SEQUENCE OF MAJOR ACTIVITIES WHICH DISTURB SOILS FOR THE MAJOR PORTIONS OF THE SITE (I.E., INITIAL PERIMETER AND SEDIMENT STORAGE BMP'S, CLEARING AND GRUBBING ACTIVITIES, EXCAVATION ACTIVITIES, UTILITY ACTIVITIES, GRADING, INFRASTURCTURE, TEMPORARY AND FINAL STABILIZATION). (PERMIT IV.D.2c PG 28)

A SPECIFIED WORK SCHEDULE IS NEEDED TO COORDINATE THE TIMING OF LAND

DISTURBING ACTIVITIES WITH THE INSTALLATION OF EROSION AND SEDIMENTATION

CONTROL MEASURES.

THE PURPOSE OF THE SCHEDULE IS TO REDUCE ON-SITE EROSION AND OFF-SITE

SEDIMENTATION BY PERFORMING LAND DISTURBING ACTIVITIES AND INSTALLING

EROSION AND SEDIMENTATION CONTROL PRACTICES IN ACCORDANCE WITH A

PLANNED SCHEDULE.

IN PLANNING CONSTRUCTION WORK, IT MAY BE HELPFUL TO OUTLINE ALL LAND

DISTURBING ACTIVITIES NECESSARY TO COMPLETE THE PROPOSED PROJECT. THEN

LIST ALL PRACTICES NEEDED TO CONTROL EROSION AND SEDIMENTATION ON THE

SITE. THESE TWO LISTS CAN THEN BE COMBINED IN LOGICAL ORDER TO PROVIDE

A PRACTICAL AND EFFECTIVE CONSTRUCTION SEQUENCE SCHEDULE THAT

BECOMES PART OF THE EROSION AND SEDIMENTATION CONTROL PLAN.

30.PROVIDE COMPLETE REQUIREMENTS OF INSPECTIONS AND RECORD KEEPING BY THE PRIMARY PERMITEE, (PERMIT IV.D.4.a PG 32-34).

INSPECTIONS AND RECORD KEEPING

A. PRIMARY PERMITTEE:

1. EACH DAY WHEN ANY TYPE OF CONSTRUCTION ACTIVITY HAS TAKEN PLACE AT A PRIMARY

PERMITTEE'S SITE, CERTIFIED PERSONNEL PROVIDED BY THE PRIMARY PERMITTEE SHALL INSPECT:

(a) ALL AREAS OF THE PRIMARY PERMITTEE'S SITE WHERE PETROLEUM PRODUCTS ARE STORED, USED, OR HANDLED FOR SPILLS AND LEAKS FROM VEHICLES AND EQUIPMENT. (b) ALL LOCATIONS AT THE PRIMARY PERMITTEE'S SITE WHERE 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.

2. MEASURE AND RECORD RAINFALL WITHIN DISTURBED AREAS OF THE SITE THAT HAVE MET FINAL

STABILIZATION ONCE EVERY 24 HOURS EXCEPT ANY NON-WORKING SATURDAY,

NON-WORKING SUNDAY AND NON-WORKING FEDERAL HOLIDAY. THE DATA COLLECTED FOR

THE PURPOSE OF COMPLIANCE WITH THIS PERMIT SHALL BE REPRESENTATIVE OF THE

MONITORED ACTIVITY. 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.

3. CERTIFIED PERSONAL (PROVIDED BY THE PRIMARY PERMITTEE) SHALL INSPECT THE FOLLOWING

AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A

STORM THAT IS 0.5 INCHES OR GREATER (UNLESS SUCH STORM ENDS AFTER 5:00PM ON ANY

FRIDAY OR ON ANY NON-WORKING SATURDAY, NON-WORKING SUNDAY OR ANY 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 PRIMARY PERMITTEE'S CONSTRUCTION SITE. (b) AREAS USED BY THE PRIMARY 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 PRIMARY 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.a.(4). THESE INSPECTIONS MUST BE CONDUCTED UNTIL A NOTICE

OF TERMINATION IS SUBMITTED.

4. CERTIFIED PERSONNEL (PROVIDED BY PRIMARY PERMITTEE) SHALL INSPECT AT LEAST ONCE PER MONTH DURING THE TERM OF THIS PERMIT (I.e. UNTIL A NOTICE OF TERMINATION HAS BEEN

SUBMITTED) THE AREAS OF THE SITE 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).

5. 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 EACH INSPECTION.

6. 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.a.(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

OR THAT PORTION OF A CONSTRUCTION PROJECT THAT HAS BEEN PHASED HAS UNDERGONE

FINAL STABILIZATION AND A NOTICE OF TERMINATION IS SUBMITTED TO EPD. SUCH REPORTS

SHALL BE READILY AVAILABLE BY 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.

AN "EROSION & SEDIMENTATION INSPECTION AND MAINTENANCE REPORT" SHEET IS

ATTACHED. SHOULD THE INSPECTION REVEAL ANY DEFICIENCIES, A COPY SHALL BE SENT

TO:

WILLIAM EUBANK

THOMAS & HUTTON

3363 WHEELER RD., SUITE 385

AUGUSTA, GA 30909

706.910.7387

31.PROVIDE COMPLETE REQUIREMENTS OF SAMPLING FREQUENCY AND REPORTING OF SAMPLING RESULTS. (PART IV.D.6.d PG 38-39 & PART IV.E PG 40)

SAMPLING REQUIREMENTS. THIS PERMIT REQUIRES THE MONITORING OF

NEPHELOMETRIC TURBIDITY IN RECEIVING WATER(S) OR OUTFALLS IN ACCORDANCE

WITH THIS PERMIT. THIS PARAGRAPH SHALL NOT APPLY TO ANY LAND DISTURBANCE

ASSOCIATED WITH THE CONSTRUCTION OF SINGLE-FAMILY HOMES WHICH ARE NOT

PART OF A SUBDIVISION OR PLANNED COMMON DEVELOPMENT UNLESS FIVE (5)

ACRES OR MORE WILL BE DISTURBED. THE FOLLOWING PROCEDURES CONSTITUTE

EPD'S GUIDELINES FOR SAMPLING TURBIDITY.

a. SAMPLING REQUIREMENTS SHALL INCLUDE THE FOLLOWING:

(1) 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 STAND ALONE CONSTRUCTION; (a) THE

LOCATION OF ALL 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

FOR 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;

(2) A WRITTEN NARRATIVE OF SITE SPECIFIC ANALYTICAL METHODS USED TO COLLECT,

HANDLE AND ANALYZE THE SAMPLES INCLUDING QUALITY CONTROL/QUALITY

ASSURANCE PROCEDURES. THIS NARRATIVE MUST INCLUDE PRECISE SAMPLING

METHODOLOGY FOR EACH SAMPLING LOCATION;

(3) WHEN THE PERMITTEE HAS DETERMINED THAT SOME OR ALL OUTFALLS WILL BE SAMPLED, A

RATIONALE MUST BE INCLUDED ON THE PLAN FOR THE NTU LIMIT(S) SELECTED FROM

APPENDIX b. THIS RATIONALE MUST INCLUDE THE SIZE OF THE CONSTRUCTION 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

(4) 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 ANALYSIS

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.

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

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

3. LARGE MOUTH, WELL CLEANED AND RINSED GLASS OR PLASTIC JARS SHOULD BE USED

FOR COLLECTING SAMPLES. THE JARS SHOULD BE CLEANED THOROUGHLY TO AVOID

CONTAMINATION.

4. 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 ANALYSIS IS UTILIZED. IF AUTOMATIC SAMPLING IS UTILIZED

AND THE AUTOMATIC SAMPLER IS NOT ACTIVATED DURING THE QUALIFYING EVENT, THE

PERMITTEE MUST UTILIZE MANUAL SAMPLING OR RISING STAGE SAMPLING DURING THE

NEXT QUALIFYING EVENT. DILUTION OF SAMPLES IS NOT REQUIRED. SAMPLES MAY BE

ANALYZED DIRECTLY WITH A PROPERLY CALIBRATED TURBIDIMETER. SAMPLES ARE NOT

REQUIRED TO BE COOLED.

5. SAMPLING AND ANALYSIS OF THE RECEIVING WATER(S) OR OUTFALLS BEYOND THE

MINIMUM FREQUENCY STATED IN THE PERMIT MUST BE REPORTED TO EPD AS SPECIFIED IN

PART IV.E. OF THE PERMIT.

c. SAMPLING POINTS: THERE WILL BE 1 STORM WATER SAMPLING LOCATIONS. THE SAMPLING

LOCATION WILL BE THE DOWNSTREAM POINTS, PER NPDES PERMIT GAR 100002, FOR

CONSTRUCTION ACTIVITIES, THE PRIMARY PERMITTEE MUST COMPLETE ALL SAMPLING.

1. 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 THE STORM WATER OUTFALL(S) 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 CHANNELS(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 LANDSCAPED ACCORDING TO THE PLAN

(UNIFORMLY COVERED WITH LANDSCAPING MATERIALS IN PLANNED LANDSCAPED

AREAS), OR EQUIVALENT PERMANENT STABILIZATION MEASURES AS DEFINED IN THE

MANUAL (EXCLUDING A CROP OF ANNUAL VEGETATION AND A SEEDING OF

TARGET CROP PERENNIALS APPROPRIATE FOR THE REGION).

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.

d. SAMPLING FREQUENCY

1. THE PRIMARY PERMITTEE MUST SAMPLE IN ACCORDANCE WITH THE PLAN AT LEAST ONCE

FOR EACH RAINFALL EVENT DESCRIBED BELOW. FOR A QUALIFYING EVENT, THE PERMITTEE

SHALL SAMPLE AT THE BEGINNING OF ANY STORM WATER DISCHARGE TO A MONITORED

RECEIVING WATER AND/OR FROM A MONITORED OUTFALL LOCATION WITHIN FORTY-FIVE

(45) MINUTES OR AS SOON AS POSSIBLE.

2. 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.

3. SAMPLING BY THE PERMITTEE SHALL OCCUR FOR THE FOLLOWING QUALIFYING EVENTS:

A. FOR EACH AREA OF THE SITE THAT DISCHARGES TO A RECEIVING WATER OR FROM

AN OUTFALL, THE FIRST RAIN EVENT THAT REACHES OR EXCEEDS 0.5 INCH WITH A

STORM WATER DISCHARGE THAT OCCURS DURING NORMAL BUSINESS HOURS AS

DEFINED IN THIS PERMIT AFTER ALL CLEARING AND GRUBBING OPERATIONS HAVE

BEEN COMPLETED, BUT PRIOR TO COMPLETION OF MASS GRADING OPERATIONS, IN

THE DRAINAGE AREA OF THE LOCATION SELECTED AS THE SAMPLING LOCATION;

B. IN ADDITION TO (A.) ABOVE, FOR EACH AREA OF THE SITE THAT DISCHARGES TO A

RECEIVING WATER OR FROM AN OUTFALL, THE FIRST RAIN EVENT THAT REACHES OR

EXCEEDS 0.5 INCH WITH A STORM WATER DISCHARGE THAT OCCURS DURING

NORMAL BUSINESS HOURS AS DEFINED IN THE PERMIT EITHER 90 DAYS AFTER THE FIRST

SAMPLING EVENT OR AFTER ALL MASS GRADING OPERATIONS HAVE BEEN

COMPLETED, BUT PRIOR TO SUBMITTAL OF A NOT, IN THE DRAINAGE AREA OF THE

LOCATION SELECTED AS THE SAMPLING LOCATIONS, WHICHEVER COMES FIRST;

C. AT THE TIME OF SAMPLING PERFORMED PURSUANT TO (A) AND (B) ABOVE, IF BMPS IN

ANY AREA OF THE SITE THAT DISCHARGES TO A RECEIVING WATER OR FROM AN

OUTFALL 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 INCH

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;

D. WHERE SAMPLING PURSUANT TO (A), (B) OR (C) ABOVE IS REQUIRED BUT NOT

POSSIBLE (OR NOT REQUIRED BECAUSE THERE WAS NO DISCHARGE), THE PERMITTEE,

IN ACCORDANCE WITH PART IV.D.4.a.(6), MUST INCLUDE A WRITTEN JUSTIFICATION

IN THE INSPECTION REPORT OF WHY SAMPLING WAS NOT PERFORMED. PROVIDING

THIS JUSTIFICATION DOES NOT RELIEVE THE PERMITTEE OF ANY SUBSEQUENT

SAMPLING OBLIGATIONS UNDER (A), (B) OR (C) ABOVE; AND

E. 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) ABOVE BY COLLECTING TURBIDITY SAMPLES FROM ANY RAIN EVENT THAT

REACHES OR EXCEEDS 0.5 INCH AND ALLOWS FOR SAMPLING AT ANY TIME OF THE

DAY OR WEEK.

REPORTING

1. 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

YESEC0.2

YESEC0.2

CONSTRUCTION SCHEDULE

ACTIVITY 1

PERIMETER BMPS

TEMPORARY SEDIMENT

CONTROL BMPS

SITE CLEARING

TEMPORARY GRASSING

PERMANENT GRASSING

FINAL STABILIZATION/

BMP REMOVAL

BMP MAINTENANCE

SITE GRADING

1. OBTAIN ALL PLAN APPROVALS AND OTHER

APPLICABLE PERMITS.

2. FLAG THE WORK LIMITS AND MARK THE TREES

AND BUFFER AREAS FOR PROTECTION.

3. HOLD PRE CONSTRUCTION CONFERENCE AT LEAST

ONE WEEK PRIOR TO STARTING CONSTRUCTION.

4. CONSTRUCTION ACCESS - CONSTRUCTION

ENTRANCE, CONSTRUCTION ROUTES, EQUIPMENT

PARKING AREAS.

5. SEDIMENT TRAPS AND BARRIERS - BASIN TRAPS,

SEDIMENT FENCES, AND OUTLET PROTECTION.

6. RUNOFF CONTROL - DIVERSIONS, PERIMETER

DIKES, WATER BARS, AND OUTLET PROTECTION.

7. RUNOFF CONVEYANCE SYSTEM- STABILIZE

STREAM BANKS, STORM DRAINS, CHANNELS, INLET

AND OUTLET PROTECTION, SLOPE DRAINS.

8. LAND CLEARING AND GRADING - SITE

PREPARATION CUTTING, FILLING AND GRADING,

SEDIMENTATION TRAPS, BARRIERS, DIVERSIONS,

DRAINS,SURFACE ROUGHENING.

9. SURFACE STABILIZATION - TEMPORARY AND

PERMANENT SEEDING, MULCHING, SODDING, RIPRAP.

10. BUILDING CONSTRUCTION- BUILDINGS UTILITIES,

PAVING.

11. LANDSCAPING AND FINAL STABILIZATION -

TOPSOILING, TREES AND SHRUBS, PERMANENT

SEEDING, MULCHING, SODDING RIPRAP.

LAST CONSTRUCTION PHASE--STABILIZE ALL OPEN

AREAS, INCLUDING BORROW AND SPOIL AREAS.

REMOVE AND STABILIZE ALL TEMPORARY CONTROL

MEASURES.

APPLY TEMPORARY OR PERMANENT STABILIZATION

MEASURES IMMEDIATELY ON ALL DISTURBED AREAS

WHERE WORK IS DELAYED OR COMPLETE.

INSTALL NECESSARY EROSION AND SEDIMENTATION

CONTROL PRACTICES AS WORK TAKES PLACE.

BEGIN MAJOR CLEARING AND GRADING AFTER

PRINCIPAL SEDIMENT AND KEY RUNOFF - CONTROL

MEASURES ARE INSTALLED. INSTALL ADDITIONAL

CONTROL MEASURES AS GRADING PROGRESSES.

MARK TREES AND BUFFER AREAS FOR PRESERVATION.

WHERE NECESSARY, STABILIZE STREAM BANKS AS

EARLY AS POSSIBLE. INSTALL PRINCIPAL RUNOFF

CONVEYANCE SYSTEM WITH RUNOFF- CONTROL

MEASURES. INSTALL REMAINDER OF SYSTEM AFTER

GRADING.

INSTALL KEY PRACTICES AFTER PRINCIPAL SEDIMENT

TRAPS AND BEFORE LAND GRADING. INSTALL

ADDITIONAL RUNOFF-CONTROL MEASURES DURING

GRADING.

INSTALL PRINCIPAL BASINS AFTER CONSTRUCTION SITE

IS ACCESSED. INSTALL ADDITIONAL TRAPS AND

BARRIERS AS NEEDED DURING GRADING.

FIRST LAND DISTURBING ACTIVITY - STABILIZE BARE

AREAS IMMEDIATELY WITH GRAVEL AND

TEMPORARY VEGETATION AS CONSTRUCTION TAKES

PLACE.

CONSTRUCTION ACTIVITY SCHEDULE CONSIDERATION

MONTH

2 3 4 5 6

UTILITY INSTALLATION

ROAD CONSTRUCTION

SITE PAVING

EROSION,SEDIMENTATION & POLLUTION CONTROL PLAN CHECKLIST -

INFRASTRUCTURE PROJECTS

ADDRESS: RITZ AVE, WAYNESBORO, GA 30830

DATE ON PLANS: 3/11/25

REVISED DATE:

SWCD: BRIER CREEK SWCD

PROJECT NAME: RITZ AVENUE

CITY/COUNTY: WAYNESBORO/ BURKE

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DESIGNED:

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DRAWN:

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NO. REVISIONS DATE

CLIENT/OWNER:

PROJECT LOCATION:

DATUM: HORIZ.: VERT.:

BY

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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 USING THE ELECTRONIC

SUBMITTAL SERVICE PROVIDED BY EPD. SAMPLING REPORTS MUST BE SUBMITTED TO EPD

UNTIL SUCH TIME AS A NOT IS SUBMITTED IN ACCORDANCE WITH PART VI.

2. ALL SAMPLING REPORT SHALL INCLUDE THE FOLLOWING INFORMATION:

a. THE RAINFALL AMOUNT, DATE, EXACT PLACE AND TIME OF SAMPLING OR

MEASUREMENTS;

b. THE NAME(S) OF THE CERTIFIED PERSONNEL WHO PERFORMED THE

SAMPLING AND MEASUREMENTS;

c. THE DATE(S) ANALYSES WERE PERFORMED;

d. THE TIME(S) ANALYSES WERE INITIATED;

e. THE NAMES(S) OF THE CERTIFIED PERSONNEL WHO PERFORMED THE ANALYSES;

f. REFERENCES AND WRITTEN PROCEDURES , WHEN AVAILABLE, FOR THE

ANALYTICAL TECHNIQUES OR METHODS USED;

g. THE RESULTS OF SUCH ANALYSES, INCLUDING THE BENCH SHEETS, INSTRUMENT

READOUTS, COMPUTER DISKS OR TAPES, ETC., USED TO DETERMINE THESE

RESULTS;

h. RESULTS WHICH EXCEED 1000 NTU SHALL BE REPORTED AS "EXCEEDS 1000 NTU;"

AND

i. CERTIFICATION STATEMENT THAT SAMPLING WAS CONDUCTED AS PER THE

PLAN.

3. 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 PERMITTEE

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.

EPD OFFICE:

EAST CENTRAL DISTRICT - AUGUSTA OFFICE

GEORGIA ENVIRONMENTAL PROTECTION DIVISION

3525 WALTON WAY EXT.

AUGUSTA, GA 30909

(706)-667-4343

32. PROVIDE COMPLETE DETAILS FOR RETENTION OF RECORDS AS PER PART IV.F. PG 38 OF THE PERMIT.

RETENTION OF RECORDS

1. THE PRIMARY PERMITTEE SHALL 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 NOTICE OF

TERMINATION IS SUBMITTED IN ACCORDANCE WITH PART VI.

· COPY OF ALL NOTICES OF INTENT SUBMITTED TO EPD.

· A COPY OF THE ES&PC PLAN REQUIRED IN PERMIT No. GAR 100002.

· THE DESIGN PROFESSIONALS REPORT OF THE THE RESULTS OF THE INSPECTION

CONDUCTED IN ACCORDANCE WITH PART IV.A.5 IN PERMIT

No. GAR 100002.

· A COPY OF ALL SAMPLING INFORMATION , RESULTS, AND REPORTS REQUIRED BY IN

PERMIT No. GAR 100002.

· A COPY OF ALL INSPECTION REPORTS GENERATED IN ACCORDANCE WITH PART

IV.D.4.a OF PERMIT No. GAR 100002.

· A COPY OF ALL VIOLATION SUMMARIES AND VIOLATION SUMMARY REPORTS

GENERATED IN ACCORDANCE WITH PART III.D.2 IN PERMIT No. GAR 100002.

· DAILY RAINFALL INFORMATION COLLECTED IN ACCORDANCE WITH PART

IV.D.4.a.(2). IN PERMIT No. GAR 100002.

2. 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 REQUIRED BY THIS PERMIT SHALL BE RETAINED BY THE PERMITTEE WHO

EITHER PRODUCED OR USED IT FOR A PERIOD OF AT LEAST THREE YEARS FROM THE

DATE THAT THE NOTICE OF TERMINATION IS SUBMITTED IN ACCORDANCE WITH PART

VI OF THE GAR100002. THESE RECORDS MUST BE MAINTAINED AT THE PERMITTEE'S

PRIMARY PLACE OF BUSINESS OR AT A DESIGNATED ALTERNATIVE LOCATION 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.

33. DESCRIPTION OF ANALYTICAL METHODS TO BE USED TO COLLECT AND ANALYZE THE SAMPLES FROM EACH LOCATION. (PERMIT IV.D.6.a.-c. PG 34-35)

STORM WATER SAMPLES ARE TO BE ANALYZED IN ACCORDANCE WITH METHODOLOGY

AND TEST PROCEDURES ESTABLISHED BY 40 CFR PART 136 AND THE GUIDANCE DOCUMENT

TITLED "NPDES STORM WATER SAMPLING GUIDANCE DOCUMENT EPA 833-8-92-001.

34. APPENDIX B RATIONALE FOR NTU VALUES AT ALL OUTFALL SAMPLING POINTS WHERE APPLICABLE. (PERMIT IV.D.6.a.(3) PG 34)

STORM WATER IS TO BE SAMPLED FOR NEPHELOMETRIC TURBIDITY UNITS (NTU) AT THE

OUTFALL LOCATIONS. A DISCHARGE OF STORM WATER RUNOFF FROM DISTURBED AREAS

WHERE BEST MANAGEMENT PRACTICES HAVE NOT BEEN PROPERLY DESIGNED, INSTALLED,

AND…