ATLAS_PHASE_I_PLANS_(Full_Set) (2).pdf

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Attached to: Atlas Park Pond Dredging
Solicitation number: PE-65100-NONST-2025-000000027
Issued by: Douglas County, Georgia

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COVER SHEET

C-001

A. BONNO

J. BACH

L.OUBRE

: X :\F

Y2 2\

O N

E I\C

-C O

, G

N O

B Y:

B O

N N

O , A

N D

/1 4/

Company.

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

PROJECT NAME

ATLAS SITE

216 SHADY OAKS RD

GUYTON, GA 31312

EFFINGHAM COUNTY

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

ORIGINAL SHEET SIZE:

30" X 42"

PROJECT #

1 2 3 4 5 6

DRAWING ISSUE

K D

N D

2/14/2025

1220238

NOT TO SCALE NORTHNORTH

PROJECT SITE MAP

24-HOUR EROSION CONTROL CONTACT:

NAME:

COMPANY:

ADDRESS:

PHONE #:

GWSCC #

EXPIRATION:

NOTE: THE PRIMARY PERMITTEE IS NOT KNOWN AT THIS TIME

AND IS TO BE DESIGNATED AS THE EMERGENCY CONTACT

AFTER CONTRACT IS AWARDED.

GPS COORDINATES OF CONSTRUCTION EXIT:

LAT: N32.192827

LONG: W81.399114

TOTAL PARCEL ACREAGE: 314.32

TOTAL DISTURBED AREA: 8.67 ACRES

TOTAL IMPERVIOUS AREA: 4.16 ACRES

PARCEL NO.: 03010027

LANDLOT: N/A

DISTRICT: 01

*SCHEDULE FOR PERMITTING PURPOSES ONLY. REFER TO OFFICIAL PROJECT

SCHEDULE (AS APPROVED BY OWNER) FOR OFFICIAL DATES AND DURATIONS.

TITLE: REPRESENTATIVE FOR PRIMARY PERMITTEE

(AWARDED CONTRACTOR TO PROVIDE LEVEL I

CERTIFICATION AND FILL OUT 24-HOUR EROSION

CONTROL CONTACT.

PROJECT DESCRIPTION

THE SCOPE OF THIS PROJECT IS 'CAPPING' AN AREA OF CONTAMINATED SOIL WITH CLEAN

FILL AND ASPHALT. THE CAP CONSISTS OF THE CONSTRUCTION OF A PARKING LOT WITH

AN ADA ACCESSIBLE BOAT RAMP. THIS PROJECT AIMS TO REMEDIATE A CURRENTLY

UNUSABLE CONTAMINATED AREA AND CONSTRUCT A PUBLIC PARK IN A FUTURE PHASE.

24 HOUR GA CONTACT

TRE WILKINS, P.E.

(912) 667 0621

OWNER/ CONTACT

TRE WILKINS, P.E.

PROJECT MANAGER

EFFINGHAM COUNTY BOC

804 S LAUREL ST

SPRINGFIELD, GA, 31329

OFFICE PHONE: 912-754-2123

CELL PHONE: 912-667-0621

GENERAL CONTRACTOR

TBD

DESIGN PROFESSIONAL

POND & COMPANY

3500 PARKWAY LANE, SUITE 500

PEACHTREE CORNERS, GA 30092

P: (404) 395-3305 E: JONESB@PONDCO.COM

CONTACT: BRAD JONES, PLA

GSWCC# 0000031792

EXPIRES 01/12/2025

DESIGN PROFESSIONAL:

BRAD JONES, PLA

LEVEL II CERTIFICATION

No.: 000031792

EXPIRES: 01/12/2028

ATLAS SITE

CIVIL CONSTRUCTION DOCUMENTS FOR:

216 SHADY OAKS ROAD

GUYTON, GA 31312

EFFINGHAM COUNTY

POND PROJECT NUMBER: 1220238

DATE: 2/14/2025

CASE NUMBER: TBD

EFFINGHAM COUNTY, GA 31312

VICINITY MAP

SCALE: NTS

Know what'sbelow.

before you dig.Call Dial 811

Or Call 800-282-7411

PROJECT

SITE

TBD

ACTIVITY SCHEDULE (FOR PERMITTING REFERENCE ONLY)

ACTIVITY

TIME / WEEKS

5-63-41-2

REMOVAL OF TEMPORARY EROSION

DEMOLITION OF SURFACE PAVEMENT, WALLS,

INSTALL SILT FENCE, CONSTRUCTION EXIT,

MAINTENANCE OF TEMPORARY EROSION

PERMANENT SEEDING

AND SEDIMENT CONTROL MEASURES

INSTALL REMAINDER OF INITIAL PERIMTER

BASINS, CHECK DAMS, ROCK DAMS, DIVERSION

BERMS, ROCK FILTER, DOWN DRAINS, INLET

SEDIMENT TRAPS, AND FILTER RINGS,

7-8 9-10 11-12

CONTROLS INCLUDING SEDIMENT

FENCES, AND UTILITY POLES

CLEARING AND GRUBBING

ROUGH GRADING OPERATIONS

FINAL PAVING

AND SEDIMENT CONTROL MEASURES

13-14 15-16

TREE PROTECTION INSTALLATION

MAINTAIN TREE PROTECTION INSTALLATION

AND TREE PROTECTION MEASURES

Sheet List Table Sheet Number Sheet Title

C-001 COVER

C-002 GENERAL NOTES

V-001 SURVEY

CS100 OVERALL SITE PLAN

CS101 SITE PLAN

CG100 ENVIRONMENTAL SOIL GRADING PLAN

CG101 GRADING PLAN

CG201 EARTHWORKS

CE001 ESPC NOTES

CE002 ESPC NOTES

CE003 ESPC NOTES

CE004 ESPC NOTES

CE101 ESPC PLAN INITIAL

CE201 ESPC PLANS INTERMEDIATE

CE301 ESPC PLANS FINAL

CE501 ESPC DETAILS

CE502 ESPC DETAILS

CE503 ESPC DETAILS

CE504 ESPC DETAILS

C-501 CONSTRUCTION DETAILS

DPR SEAL

JonesB Date

GENERAL

NOTES

C-001

A. BONNO

J. BACH

L.OUBRE

: X :\F

Y2 2\

O N

E I\C

-C O

, G

N O

B Y:

B O

N N

O , A

N D

/1 4/

Company.

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

PROJECT NAME

ATLAS SITE

216 SHADY OAKS RD

GUYTON, GA 31312

EFFINGHAM COUNTY

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

ORIGINAL SHEET SIZE:

30" X 42"

PROJECT #

1 2 3 4 5 6

DRAWING ISSUE

K D

N D

2/14/2025

1220238

DESIGN PROFESSIONAL:

BRAD JONES, PLA

LEVEL II CERTIFICATION

No.: 000031792

EXPIRES: 01/12/2028

Know what'sbelow.

before you dig.Call Dial 811

Or Call 800-282-7411

CIVIL ABBREVIATIONS

@ AT

& AND

Ø DIAMETER

APPR APPROVED

APPROX APPROXIMATELY

BLDG BUILDING

BM BENCHMARK

BOT BOTTOM

BW BOTTOM OF WALL GRADE ELEVATION

CENTERLINE

CF CUBIC FEET

CONC CONCRETE

COR CONTRACTING OFFICER'S

REPRESENTATIVE

DI DROP INLET

DIA DIAMETER

DB DUCTBANK

DIP DUCTILE IRON PIPE

DS DOWNSPOUT

E EASTING

EG EXISTING GRADE

ELEV ELEVATION

EP EDGE OF PAVEMENT

ESMT EASEMENT

EX EXISTING

FFE FINISHED FLOOR ELEVATION

FG FINISHED GRADE

FH FIRE HYDRANT

FT FEET

FL BOTTOM FACE OF CURB

FS FLARE END SECTION

GAB GRADED AGGREGATE BASE

GIS GEOGRAPHIC INFORMATION SYSTEM

HDPE HIGH DENSITY POLYETHYLENE PIPE

HORZ HORIZONTAL

HT HEIGHT

HW HEADWALL

IBW INSIDE BOTTOM OF WALL

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH

INC INCORPORATED

INV INVERT

IPF IRON PIN FOUND

IPS IRON PIN SET

JB JUNCTION BOX

LF LINEAR FEET

LOD LIMITS OF DISTURBANCE

LP LIGHTING PROTECTION

MAX MAXIMUM

M.E. MATCH ELEVATION

MECH MECHANICAL

MES MITERED END SECTION

MIN MINIMUM

MON MONUMENT

N NORTHING

N/F NOW OR FORMERLY

NO NUMBER

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OWS OIL/WATER SEPARATOR

PIV POST INDICTOR VALVE

POL PETROLEUMS, OILS, AND LUBRICANTS

PROP PROPOSED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

QC QUALITY CONTROL

RCP REINFORCED CONCRETE PIPE

R/W RIGHT OF WAY

SD STORM DRAIN

SF SQUARE FEET

SPEC SPECIFICATIONS

SQ SQUARE

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

STD STANDARD

TBM TEMPORARY BENCHMARK

TBD TO BE DETERMINED

TC TOP OF CURB

TYP TYPICAL

VERT VERTICAL

WM WATER METER

WV WATER VALVE

WWF WELDED WIRE FABRIC

W/ WITH

W/C WATER TO CEMENT

YR YEAR

SHEET NAMING CONVENTION

C-001

2 DIGIT SEQUENTIAL # (01-99)

(FIRST DIGIT INDICATES PLAN

TYPE. SECOND DIGIT INDICATES

FLOOR)

1 DIGIT SHEET TYPE DESIGNATOR

0 - GENERAL

2 - PROFILES

3 - SECTIONS

4 - ENLARGED PLANS

6 - SCHEDULES AND DIAGRAMS

9 - 3D VIEWS (ISO, PERSPECTIVES,

PHOTOS)

2 DIGIT DESCIPLINE

DESIGNATOR

(IF ONLY ONE LETTER IS

USED, THE SECOND

LETTER IS REPLACED

WITH A DASH "-" AS A

PLACEHOLDER)**

PROJECT CONTACTS:

LANDSCAPE ARCHITECT FOR THIS PROJECT IS:

POND

3500 PARKWAY LANE, SUITE 500

PEACHTREE CORNERS, GA 30092

P: (678) 336.7740

CONTACT: BRAD JONES, PLA

1 - PLANS

5 - DETAILS

7 - USER DEFINED

8 - USER DEFINED

NOTE:

1. NOT ALL ABBREVIATIONS SHOWN WILL BE USED ON THIS

PROJECT.

CLIENT

GEORGIA DEPARTMENT OF NATURAL RESOURCES

2 MARTIN LUTHER KING JR DR SE,

SUITE 1352 EAST

ATLANTA, GA 30334

P: 404.656.6532

GENERAL CIVIL NOTES:

1. THE CONTRACTOR SHALL COMPLY WITH ALL CITY, COUNTY,

STATE, AND FEDERAL REGULATIONS APPLICABLE TO

CONSTRUCTION OF THIS SITE.

2. ALL LABOR, MATERIALS, AND METHODS OF CONSTRUCTION

SHALL BE IN STRICT ACCORDANCE WITH THE MINIMUM

ENGINEERING AND CONSTRUCTION STANDARDS ADOPTED BY

THE APPLICABLE JURISDICTIONS HAVING AUTHORITY. WHERE

CONFLICTS OR OMISSIONS EXIST, THE MOST STRINGENT

STANDARDS SHALL DICTATE. SUBSTITUTIONS AND DEVIATION

FROM PLANS AND SPECIFICATIONS SHALL BE PERMITTED ONLY

WHEN WRITTEN APPROVAL HAS BEEN ISSUED BY THE OWNER.

3. ALL DIMENSIONS ARE TAKEN FROM/TO FENCE LINES,

CENTERLINE OF UTILITY, CENTER OF MANHOLE OR CATCH

BASIN, CENTERLINE OF ROAD, FACE OF BUILDING, FACE OF

CURB, FACE OF WALL, OR CENTERLINE OF STRIPING UNLESS

OTHERWISE NOTED.

4. EXISTING CONDITIONS SHOWN ARE BASED UPON PARTIAL

SURVEY PROVIDED BY TR LONG ENGINEERING, PC ON

12/05/2024.

5. ALL REQUIRED EROSION AND SEDIMENT CONTROL MEASURES

SHALL BE PROVIDED, INSTALLED, AND MAINTAINED AS

REQUIRED BY LOCAL, STATE, AND FEDERAL REQUIREMENTS.

6. CONTRACTOR TO MOVE ALL CONSTRUCTION DEBRIS OFF THE

HOMESTEAD AIR RESERVE BASE PROPERTY AND DISPOSE

DEBRIS AT A LEGAL, PERMITTED LANDFILL CONSISTENT WITH

ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

7. NO BURNING IS ALLOWED ON THE SITE PROPERTY.

8. CONTRACTOR TO ENSURE ALL EXISTING TOPS OF MANHOLES

AND VALVE BOXES ARE RAISED OR LOWERED TO BE FLUSH

WITH FINISHED GRADES, UNLESS NOTED OTHERWISE.

9. ALL NEW PAVEMENT AND SIDEWALKS SHALL BE CONSTRUCTED

FLUSH WITH EXISTING, WITH NO PONDING OF STORMWATER,

UNLESS NOTED OTHERWISE.

10. CONTRACTOR SHALL GRADE ALL DISTURBED AREAS TO

ENSURE POSITIVE DRAINAGE AWAY FROM ALL BUILDINGS AND

TO DRAINAGE STRUCTURES OR DITCHES. NATURAL FLOW OF

SURROUNDING WATERS SHALL NOT BE DISTURBED DURING

CONSTRUCTION, UNLESS SHOWN OTHERWISE.

11. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS,

COORDINATES, AND DIMENSIONAL INFORMATION PRIOR TO

CONSTRUCTION. THE CONTRACTOR SHALL BRING ALL

DISCREPANCIES TO THE ATTENTION OF THE COR PRIOR TO

STARTING CONSTRUCTION.

12. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN

ACCORDANCE WITH THE GEORGIA DEPARTMENT OF

TRANSPORTATION (GDOT) AND "MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES" (MUTCD), LATEST EDITION.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING INSTALLATION OF ALL NEW UTILITIES WITH

THOSE THAT ARE EXISTING. IF EXISTING UTILITIES ARE IN

CONFLICT WITH NEW UTILITIES, THE SITE CONTRACTOR SHALL

NOTIFY THE OWNER BEFORE PROCEEDING WITH

CONSTRUCTION.

14. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE

STOCKPILED IN AN APPROVED AREA DURING CONSTRUCTION.

EXCESS OR UNUSABLE TOPSOIL SHALL BE DISPOSED OF

OFF-SITE IN A MANNER THAT IS LEGAL AND CONSISTENT WITH

ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

15. THE LOCATION OF ALL EXISTING UTILITIES AND STORM

DRAINAGE SHOWN ON THE PLANS HAVE BEEN DETERMINED

FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR

THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER

ASSUMES NO RESPONSIBILITY FOR INACCURACY. PRIOR TO

THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS

UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR

ANY RELOCATION OF THESE UTILITIES WITH THE COR OF THE

UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN

CROSSING UNDERGROUND UTILITIES, WHETHER SHOWN ON

THE PLAN OR LOCATED BY THE UTILITY COMPANY. ALL

UTILITIES WHICH INTERFERE WITH THE PROPOSED

CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF

THE OWNER. ANY FEES ASSOCIATED WITH UTILITY

RELOCATIONS SHALL BE BORNE BY THE CONTRACTOR IN

ACCORDANCE WITH RESPECTIVE UTILITY COMPANY

STANDARDS. THE CONTRACTOR SHALL COORDINATE

DISCONNECTION OF EXISTING UTILITIES WITH THE

APPROPRIATE UTILITY PROVIDER.

16. GRADING SHALL BE AS INDICATED, AND SHALL PRODUCE A

FINISHED SURFACE WITH NO PONDING OF WATER, READY TO

RECEIVE PLANTING MATERIALS OR GRASSING.

17. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN

HAND BEFORE BEGINNING ANY CONSTRUCTION. NO

CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN

UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY

OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND

ANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES,

STOP WORK ORDERS OR ADDITIONAL WORK RESULTING FROM

THE CONTRACTOR BEING IN VIOLATION OF THE ABOVE

REQUIREMENTS, SHALL BE FULLY BORNE BY THE

CONTRACTOR.

18. ALL CONTRACTORS/SUBCONTRACTORS THAT WILL BE

ENGAGED IN LAND DISTURBING ACTIVITIES SHALL COMPLY

WITH ALL EROSION, SEDIMENTATION AND POLLUTION CONTROL

AND STORMWATER POLLUTION PREVENTION REQUIREMENTS

CONTAINED THROUGHOUT THE DRAWINGS, SPECIFICATIONS,

AND PERMITS.

19. AREAS DISTURBED BY THE CONTRACTOR, WHICH ARE NOT

PART OF THIS PROJECT, SHALL BE RETURNED TO ORIGINAL OR

BETTER CONDITION PRIOR TO THE COMPLETION OF THE

PROJECT AS DETERMINED BY THE OWNER.

20. THE CONTRACTOR'S MEANS, METHODS, SEQUENCE,

TECHNIQUES OR PROCEDURES IN PERFORMING THE WORK IS

SOLELY THE RESPONSIBILITY OF THE CONTRACTOR, WHO IS

ALSO RESPONSIBLE FOR COMPLYING WITH ALL HEALTH AND

SAFETY PRECAUTIONS AS REQUIRED BY THE APPLICABLE

REGULATORY AGENCY.

21. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING,

SHORING AND TEMPORARY SUPPORTS, ETC. ARE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

22. PROTECT ALL EXISTING FEATURES AND EXISTING

LANDSCAPING THAT WILL REMAIN. ANY ITEM DAMAGED DURING

THE PERFORMANCE OF THE WORK WILL BE RESTORED TO

ORIGINAL CONDITION, OR REPLACED WITH NEW AT THE

CONTRACTOR'S EXPENSE. CONTRACTOR SHALL TAKE

PRECAUTIONS TO AVOID OVERLOADING PAVEMENTS WHICH

WILL REMAIN.

23. EACH SHEET IS PART OF A MULTI-SHEET SET OF

CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL

SET TO BEST ENSURE PROPER INTERPRETATION.

24. SHEET KEYNOTES ON THE PLANS ARE SPECIFIC TO THAT

SHEET ONLY. MISSING SEQUENTIAL NUMBERS DO NOT APPLY

TO THAT SHEET.

CIVIL DEMOLITION NOTES

1. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS

ENTIRETY. RESTORE GRADES AND SURFACE IMPROVEMENTS

TO MATCH EXISTING CONDITIONS OR PER REQUIREMENTS OF

NEW WORK, WHICHEVER IS APPLICABLE.

2. EROSION AND SEDIMENTATION CONTROL MEASURES AND

TEMPORARY CONSTRUCTION FENCING SHALL BE IN PLACE

PRIOR TO COMMENCEMENT OF DEMOLITION WORK.

3. CONTRACTOR SHALL ESTABLISH SURVEY CONTROL NETWORK

OUTSIDE LIMITS OF DEMOLITION PRIOR TO COMMENCEMENT

OF WORK. THIS WORK MUST BE PERFORMED BY LICENSED &

REGISTERED GEORGIA LAND SURVEYOR.

4. ALL DEMOLITION WORK SHALL BE COORDINATED WITH

CONTRACTOR'S SCHEDULE, LOGISTICS PLAN (APPROVED BY

OWNER), EROSION, SEDIMENTATION AND POLLUTION CONTROL

PLAN PRIOR TO WORK.

CIVIL SITE NOTES

1. CONTRACTOR SHALL FURNISH AND MAINTAIN ANY AND ALL

NECESSARY BARRICADES AROUND THE WORK AND PROVIDE

PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION.

2. PAVEMENT MARKINGS, INCLUDING ANY STANDARD HANDICAP

SYMBOLS, PARKING STRIPING AND TRAFFIC ARROWS, SHALL BE

PAINTED ON PAVEMENT AT LOCATIONS SHOWN, UNLESS NOTED

OTHERWISE.

3. ALL SIGNAGE SHALL CONFORM TO THE MOST RECENT GDOT

AND MUTCD STANDARDS AND SPECIFICATIONS.

GRADING AND DRAINAGE NOTES

1. POSITIVE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES TO

PREVENT SATURATION OF EXPOSED SOILS IN CASE OF SUDDEN

RAINS, AND FOR ALL FINISHED GRADING. CONTRACTOR SHALL

LOCATE ALL EXISTING UTILITIES PRIOR TO ANY EXCAVATION.

2. CONTRACTOR SHALL INSTALL ALL PERIMETER EROSION AND

SEDIMENT CONTROL MEASURES PRIOR TO ANY SITE CLEARING

OR EXCAVATION. CONTRACTOR SHALL INSPECT ALL SEDIMENT

AND EROSION CONTROL MEASURES DAILY AND DURING

PROLONGED PERIODS OF CONTINUOUS RAINFALL EVENTS TO

ENSURE THAT ALL CONTROLS ARE FUNCTIONING PROPERLY.

DAMAGED CONTROLS SHALL BE REPLACED BY THE END OF THE

WORKDAY.

3. ALL BACKFILL AND FILL MATERIAL SHALL BE FREE OF ORGANIC

MATTER AND WASTE.

4. THE CONTRACTOR SHALL REMOVE ALL SEDIMENT CONTROL

FENCING FROM THE SITE PRIOR TO FINAL PROJECT

ACCEPTANCE, AND SHALL SMOOTH THE GROUND SURFACE

WHERE THE FENCE WAS REMOVED THEN MULCH OR SEED &

STRAW (SEASON APPROPRIATE GRASS) THE RESTORED

SURFACE AS SUNLIGHT CONDITIONS WARRANT.

5. CONTRACTOR SHALL MARK, PRESERVE AND PROTECT ALL

SURVEY BENCHMARKS. IF BENCHMARK MUST BE DEMOLISHED

FOR CONSTRUCTION, CONTRACTOR SHALL RELOCATE

BENCHMARK AND PROVIDE NEW DATA ON RECORD DRAWINGS.

6. ALL CUT AND FILL SLOPES SHALL BE 2:1 OR FLATTER (SEE

PLANS) UNLESS NOTED.

7. ALL SPOT ELEVATIONS NOTED ARE FINISH GRADE.

LODLOD

FW FW

OE OE

UC UC

CIVIL LEGEND

DESCRIPTION EXISTING PROPOSED

FIRE WATER LINE N/A

SIDEWALK

SILT FENCE N/A

LIMITS OF DISTURBANCE N/A

FIRE HYDRANT N/A

CONCRETE PAVEMENT

ASPHALT PAVEMENT

FENCE N/A X X

OE OE

UE UE

UC UC

CLEANOUT N/A

CURB INLET N/A

TRENCH DRAIN N/A

WEIR INLET N/A

SANITARY SEWER MANHOLE N/A

STORM SEWER MANHOLE N/A

SINGLE WING CATCH BASIN ST

W.M.

WATER TEE N/A

WATER LINE

WATER METER

WATER VALVE

OVERHEAD

ELECTRICAL

UNDERGROUND

ELECTRICAL N/A

STORM PIPE

UNDERGROUND

COMMUNICATIONS

W W

GAS LINE G G G

POWER POLE

FLAG POLE N/A

SANITARY SEWER SS SS SS

GRAVEL PAVEMENT

DPR SEAL

C-01

INITIAL DATE: XX/XX/2016

DRAWN BY: ???

CHECKED BY: ???

PROJECT #: 2016-??

SHEET NUMBER:

REVISIONS:

SHEET NAME:

TOPOGRAPHIC

SURVEY

10.

P A

R T

T O

P O

G R

A P

S U

R V

E Y

O F

A T

L A

N D

H G

M D

T E

F F

H A

M C

O U

N T

Y , G

E O

R G

LOD

LOD LOD

LOD

LOD LOD

LOD

LODLODLOD

LOD

LODLOD

LOD LOD

LOD

LOD LOD

OVERALL SITE

PLAN PHASE I

CS100SCALE: 1" = 100' 0 50' 100' 200' 300'A1 OVERALL SITE PLAN - PHASE I

A. BONNO

J. BACH

L.OUBRE

: X :\F

Y2 2\

O N

E I\C

-S

R , B

Company.

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

PROJECT NAME

ATLAS SITE

216 SHADY OAKS RD

GUYTON, GA 31312

EFFINGHAM COUNTY

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

ORIGINAL SHEET SIZE:

30" X 42"

PROJECT #

1 2 3 4 5 6

DRAWING ISSUE

K D

N D

2/21/2025

1220238

GENERAL SHEET NOTES

1. REFER TO SHEETS C-002 FOR CIVIL NOTES, LEGEND, AND

ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS

AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

3. CONTRACTOR MUST ENSURE AND MAINTAIN SITE ACCESS VIA SAND

HILL ROAD AND SHADY OAKS ROAD.

CONSTRUCTION SITE ACCESS

SEE NOTE 3

END OF SHADY OAKS ROAD

EXISTING DIRT ROAD

PHASE I

EXISTING BUILDING

TO BE DEMOLISHED

AutoCAD SHX Text

SAND HILL ROAD (100' R/W)

AutoCAD SHX Text

SHADY OAKS ROAD (XX R/W)

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SAND HILL ROAD (100' R/W)

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SHADY OAKS ROAD (XX R/W)

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EDGE OF PAVEMENT

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EXISTING DIRT ROAD

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EDGE OF PAVEMENT

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FOB

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FOB

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FOB

AutoCAD SHX Text

FOB

AutoCAD SHX Text W

AutoCAD SHX Text T

AutoCAD SHX Text

SAND HILL ROAD (100' R/W)

AutoCAD SHX Text

EX. CHAIN LINK FENCE

AutoCAD SHX Text

EX. CHAIN LINK FENCE

AutoCAD SHX Text

EX. CHAIN LINK FENCE

AutoCAD SHX Text

EX. WOOD FENCE

AutoCAD SHX Text

EX. WOOD FENCE

AutoCAD SHX Text W

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

POND

AutoCAD SHX Text

WETLAND

AutoCAD SHX Text

WETLAND

AutoCAD SHX Text

WETLAND

AutoCAD SHX Text

WETLAND

AutoCAD SHX Text

WETLAND

AutoCAD SHX Text W

AutoCAD SHX Text

LAKE

AutoCAD SHX Text

EXISTING BUILDING

AutoCAD SHX Text

POND

AutoCAD SHX Text

WETLAND

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WETLAND

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WETLAND

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WETLAND

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LIMITS OF SURVEY

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LIMITS OF SURVEY

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LIMITS OF SURVEY

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LIMITS OF SURVEY

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LIMITS OF SURVEY

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LIMITS OF SURVEY

AutoCAD SHX Text

EDGE OF WATER

AutoCAD SHX Text

EDGE OF WATER

AutoCAD SHX Text

STREAM

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STREAM

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SAND HILL ROAD (100' R/W)

AutoCAD SHX Text

SHADY OAKS ROAD (30 R/W)

Kevin.Thomas Snapshot

LOD

LOD LOD

LOD

LOD LOD LOD

LOD

LODLODLOD

LOD

LODLOD

LOD

LODLO

LOD

LOD LOD

LOD

LOD LOD LOD

SITE PLAN

PHASE I

CS101SCALE: 1" = 80' 0 40' 80' 160' 240'A1 SITE PLAN - PHASE I

A. BONNO

J. BACH

L.OUBRE

LEGEND

ASPHALT PAVEMENT

UNPAVED TRAIL

BOARDWALK

ASPHALT CAP

: X :\F

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D R

Company.

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

PROJECT NAME

ATLAS SITE

216 SHADY OAKS RD

GUYTON, GA 31312

EFFINGHAM COUNTY

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

ORIGINAL SHEET SIZE:

30" X 42"

PROJECT #

1 2 3 4 5 6

DRAWING ISSUE

K D

N D

2/14/2025

1220238

LIMIT OF AREA REQUIRING

SOIL CAP

PROPOSED FUTURE

DEVELOPMENT AREA

N.I.C.

CONCRETE BOAT RAMP

ASPHALT CAP

ASPHALT ROAD

C1 C-501

A1 C-501

C5 C-501

CROSSWALK (TYP)

C-501

24'

64'

24'

17'

35'

24'

17'

AREA OF SOIL CAP TO BE

PAVED WITH SIDEWALK,

COVERED IN STRUCTURE

PHASE 2

WHEEL STOP

MONOLITHIC CONCRETE MEDIAN

END OF GRAVEL BASE

STOP SIGN

C-501

GENERAL SHEET NOTES

1. REFER TO SHEETS C-002 FOR CIVIL NOTES, LEGEND, AND

ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS

AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

D3 C-501

PROVIDE 45 DEGREE 12"

WIDE TRAFFIC STRIPING

INSIDE 8" WIDE WHITE

ISLAND BORDERS (TYP)

PARKING STRIPING (TYP)

C-501

ARROW TYPE 1

(TYP)

A5 C-501

NOTE: SEE CS100 FOR INFORMATION ON SITE ACCESS

DPR SEAL

LOD

LOD LOD

LOD

LOD LOD LOD

LOD

LODLODLOD

LOD

LODLOD

LOD

LODLO

LOD

LOD LOD

LOD

LOD LOD LOD

ENVIRONMENTAL

SOIL GRADING

PLAN

CG100SCALE: 1" = 80' 0 40' 80' 160' 240'A1 ENVIRONMENTAL SOIL GRADING PLAN

J. VICKERY

A. BONNO

J. BACH

L.OUBRE

LEGEND

SOIL ZONE I

SOIL ZONE II

SEDIMENT EXCAVATION

HISTORIC SBM STOCKPILE

BERM CONTAINING SBM

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/1 4/

Company.

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

PROJECT NAME

ATLAS SITE

216 SHADY OAKS RD

GUYTON, GA 31312

EFFINGHAM COUNTY

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

ORIGINAL SHEET SIZE:

30" X 42"

PROJECT #

1 2 3 4 5 6

DRAWING ISSUE

K D

N D

2/14/2025

1220238

TRAMMCO SOIL ZONE EARTHWORKS*

CATEGORY AREA DEPTH ROUGH EW

SOIL ZONE I (CAP) 114,970 SF -6" 2,129 CU YDS (HAUL OFF)

SOIL ZONE I (PERIPHERY) 60,235 SF -6" 1,116 CU YDS (HAUL OFF)

SOIL ZONE I (PERIPHERY) 60,235 SF -12" 2,231 CU YDS (CUT)

SOIL ZONE II 25,900 SF -6" 480 CU YDS (CUT)

SEDIMENT EXCAVATION 30,417 SF N/A N/A

HISTORIC SBM STOCKPILE 65,216 SF N/A 1,125 CU YDS (CUT)

BERM CONTAINING SBM 8,649 SF N/A N/A

*ALL SOIL INFORMATION AND DELINEATIONS ARE BASED ON INFORMATION PROVIDED BY

TRAMMCO ON JANUARY 28TH 2025 AND FEBRUARY 7TH 2025. ALL EARTHWORK VALUES ARE

APPROXIMATE, REFER TO TRAMMCO CONSTRUCTION DOCUMENTS FOR FINAL DESIGN. ALL

EARTHWORK VOLUMES ARE NEAT.

SEDIMENT EXCAVATION

SOIL ZONE I

CAP

SEE NOTE 4

BERM CONTAINING SBM

SOIL ZONE II

REMOVE 6"

SOIL SAMPLE LOCATION

SOIL ZONE I

CAP PERIPHERY

SEE NOTE 5 & 6

EARTHWORKS SUMMARY

CATEGORY ROUGH EW

HAUL OFF 3,245 CU YDS

SUITABLE BACKFILL 3,836 CU YDS

GENERAL SHEET NOTES

1. REFER TO SHEETS C-002 FOR CIVIL NOTES, LEGEND, AND

ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS

AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

3. ALL SOIL DELINEATION, DEPTHS, AND VOLUMES ARE BASED ON LATEST

REPORTS PREPARED BY TRAMMCO. POND BEARS NO RESPONSIBLILITY

FOR DISCREPANCIES IN DELINEATION, DEPTHS, AND VOLUME

DETERMINED IN THE FIELD. ALL INFORMATION SHOWN ON THESE

PLANS SHOULD BE CROSS REFERENCED WITH LATEST REPORTS

PREPARED BY TRAMMCO AND FIELD TESTING.

4. EXCAVATION AND HAUL OFF OF 6" OF ORGANIC RICH SOILS WITHIN

SOIL ZONE I 'CAP' EXTENTS AS DETERMINED BY TRAMMCO. SEE LATEST

REPORTS PREPARED BY TRAMMCO.

5. EXCAVATION AND HAUL OFF OF 6" OF ORGANIC RICH SOILS WITHIN

SOIL ZONE I 'CAP PERIPHERY' EXTENTS AS DETERMINED BY TRAMMCO.

SEE LATEST REPORTS PREPARED BY TRAMMCO.

6. EXCAVATION OF ADDITIONAL 12" OF SUITABLE BACKFILL MATERIAL

WITHIN SOIL ZONE I 'CAP PERIPHERY' EXTENTS AS DETERMINED BY

TRAMMCO. SEE LATEST REPORTS PREPARED BY TRAMMCO.

7. EXCAVATION OF 6" OF SUITABLE BACKFILL MATERIAL WITHIN SOIL

ZONE II AS DETERMINED BY TRAMMCO. SEE LATEST REPORTS

PREPARED BY TRAMMCO.

8. SUITABLE BACKFILL MATERIAL, 1,125 CU YDS OF MATERIAL AS

DETERMINED BY TRAMMCO.

BERM CONTAINING SBM

SOIL ZONE I

CAP PERIPHERY

SEE NOTE 5 & 6

SOIL ZONE I

CAP PERIPHERY

SEE NOTE 5 & 6

SEDIMENT EXCAVATION

HISTORIC SBM

STOCKPILE

SEE NOTE 8

NOTE: SEE CS100 FOR INFORMATION ON SITE ACCESS

DPR SEAL

LOD

LOD LOD

LOD

LOD LOD LOD

LOD

LODLODLOD

LOD

LODLOD

LOD

LODLO

LOD

LOD LOD

LOD

LOD LOD LOD

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

0+00

1+00

2+00

3+00

4+00

5+00

6+00

7+00

GRADING PLAN

PHASE I

CG101SCALE: 1" = 80' 0 40' 80' 160' 240'A1 GRADING PLAN - PHASE I

A. BONNO

J. BACH

L.OUBRE

LEGEND

ASPHALT PAVEMENT

UNPAVED TRAIL

BOARDWALK

ASPHALT CAP

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Company.

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

PROJECT NAME

ATLAS SITE

216 SHADY OAKS RD

GUYTON, GA 31312

EFFINGHAM COUNTY

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

ORIGINAL SHEET SIZE:

30" X 42"

PROJECT #

1 2 3 4 5 6

DRAWING ISSUE

K D

N D

2/14/2025

1220238

LIMIT OF AREA REQUIRING

SOIL CAP

PROPOSED FUTURE

DEVELOPMENT AREA

GENERAL SHEET NOTES

1. REFER TO SHEETS C-002 FOR CIVIL NOTES, LEGEND, AND

ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS

AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

NOTE: SEE CS100 FOR INFORMATION ON SITE ACCESS

DPR SEAL

ELEVATIO

STATION

CROSS SECTION SOUTHWEST - NORTHEAST PHASE I PROFILE

HORZ. SCALE 1"= 80'

VERT. SCALE 1"= 10'

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00

ELEVATIO

STATION

CROSS SECTION SOUTHEAST - NORTHWEST PHASE I PROFILE

HORZ. SCALE 1"= 80'

VERT. SCALE 1"= 10'

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00

SCALE: 1" = 80' 0 40' 80' 160' 240'A1 CROSS SECTION & EARTHWORKS

PHASE I CAP EARTHWORKS:

FINISHED GRADE

EX. GRADE

3" ASPHALT

5" GAB

12" CLEAN FILL

3" ASPHALT

5" GAB 12" CLEAN FILL

SCALE: 1" = 10' 0 5' 30'20'10'

HORIZITONAL

VERTICAL

A. BONNO

J. BACH

L.OUBRE

CROSS

SECTION &

EARTHWORKS

CG201

CUT FILL NET

3" ASPHALT 0 1,064 CU YDS 1,064 CU YDS (FILL)

5" GAB 0 1,788 CU YDS 1,788 CU YDS (FILL)

CLEAN FILL 0 7,013 CU YDS 7,013 CU YDS (FILL)

ENV. SOIL BACKFILL 2,128 CU YDS 0 9,058 CU YDS (FILL)

TOTAL 2,128 CU YDS 7,013 CU YDS 4,885 CU YDS (FILL)

SEE CG100 FOR ENV. SOIL BACKFILL INFORMATION. CUT & FILL VOLUMES ARE NEAT AND BASED ON

LATEST SITE PLAN AT PLOT DATE.

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Company.

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

PROJECT NAME

ATLAS SITE

216 SHADY OAKS RD

GUYTON, GA 31312

EFFINGHAM COUNTY

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

ORIGINAL SHEET SIZE:

30" X 42"

PROJECT #

1 2 3 4 5 6

DRAWING ISSUE

K D

N D

2/14/2025

1220238

PHASE I GENERAL EARTHWORKS:

CUT FILL NET

TOTAL EARTHWORKS 5,638 CU YDS 3,905 CU YDS 1,733 CU YDS (CUT)

PHASE I GENERAL VOLUMES EXCLUDE SOIL ZONE I & II EXCAVATIONS SHOWN ON CG100 AND PHASE I CAP VOLUMES PROVIDED ABOVE. CUT & FILL VOLUMES ARE NEAT AND BASED ON LATEST SITE PLAN AT

PLOT DATE.

SEE NOTE 4

GENERAL SHEET NOTES

1. REFER TO SHEETS C-002 FOR CIVIL NOTES, LEGEND, AND

ABBREVIATIONS.

2. THIS SHEET IS PART OF A MULTI-SHEET SET OF CONSTRUCTION PLANS

AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

3. ALL SOIL DELINEATION, DEPTHS, AND VOLUMES ARE BASED ON LATEST

REPORTS PREPARED BY TRAMMCO. POND BEARS NO RESPONSIBLILITY

FOR DISCREPANCIES IN DELINEATION, DEPTHS, AND VOLUME

DETERMINED BY TRAMMCO AND FIELD TESTING. ALL INFORMATION

SHOWN ON THESE PLANS SHOULD BE CROSS REFERENCED WITH

LATEST REPORTS PREPARED BY TRAMMCO AND FIELD TESTING.

4. EXCAVATION OF 6" OF ORGANIC RICH SOILS WITHIN SOIL ZONE I CAP

EXTENTS AS DETERMINED BY TRAMMCO. SOIL TO BE HAULED OFF SITE

FOR DISPOSAL, SEE CG100 AND LATEST REPORTS PREPARED BY

TRAMMCO.

DPR SEAL

EROSION

CONTROL

NOTES

CE001

A. BONNO

J. BACH

L.OUBRE

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/1 4/

Company.

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

PROJECT NAME

ATLAS SITE

216 SHADY OAKS RD

GUYTON, GA 31312

EFFINGHAM COUNTY

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

ORIGINAL SHEET SIZE:

30" X 42"

PROJECT #

1 2 3 4 5 6

DRAWING ISSUE

K D

N D

2/14/2025

1220238

ACTIVITY SCHEDULE (FOR PERMITTING REFERENCE ONLY)

ACTIVITY

TIME / WEEKS

5-63-41-2

REMOVAL OF TEMPORARY EROSION

DEMOLITION OF SURFACE PAVEMENT, WALLS,

INSTALL SILT FENCE, CONSTRUCTION EXIT,

MAINTENANCE OF TEMPORARY EROSION

PERMANENT SEEDING

AND SEDIMENT CONTROL MEASURES

INSTALL REMAINDER OF INITIAL PERIMTER

BASINS, CHECK DAMS, ROCK DAMS, DIVERSION

BERMS, ROCK FILTER, DOWN DRAINS, INLET

SEDIMENT TRAPS, AND FILTER RINGS,

7-8 9-10 11-12

CONTROLS INCLUDING SEDIMENT

FENCES, AND UTILITY POLES

CLEARING AND GRUBBING

ROUGH GRADING OPERATIONS

FINAL PAVING

AND SEDIMENT CONTROL MEASURES

13-14 15-16

*SCHEDULE FOR PERMITTING PURPOSES ONLY. REFER TO OFFICIAL PROJECT SCHEDULE (AS PROVIDED BY

CONTRACTOR AND APPROVED BY OWNER) FOR OFFICIAL DATES AND DURATIONS.

N ORDER TO REMEDIATE CONTAMINATED SOILS THERE ARE BUFFER ENCROACHMENTS AND A

VARIANCE IS REQUIRED. TREE SAVE AREAS SHALL BE CLEARLY IDENTIFIED WITH FLAGGING

AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE.

SEDIMENT STORAGE MAINTENANCE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE

STRUCTURES, INDICATING THE 1/3 FULL VOLUME.

DESIGN PROFESSIONAL 7-DAY VISIT CERTIFICATION

DATE OF INSPECTION

I certify the site was in compliance 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.

THE PRIMARY PERMITTEE MUST RETAIN THE DESIGN PROFESSIONAL WHO PREPARED THE

EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN, EXCEPT WHEN THE PRIMARY

PERMITTEE HAS REQUESTED IN WRITING AND EPD HAS AGREED TO AN ALTERNATE DESIGN

PROFESSIONAL, TO INSPECT THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE

REQUIREMENTS AND PERIMETER CONTROL BMPS WHICH THE DESIGN PROFESSIONAL DESIGNED

WITHIN SEVEN (7) DAYS AFTER INSTALLATION. THE DESIGN PROFESSIONAL SHALL DETERMINE IF

THESE BMPS HAVE BEEN INSTALLED AND ARE BEING MAINTAINED AS DESIGNED. THE DESIGN

PROFESSIONAL SHALL REPORT THE RESULTS OF THE INSPECTION TO THE PRIMARY PERMITTEE

WITHIN SEVEN (7) DAYS AND THE PERMITTEE MUST CORRECT ALL DEFICIENCIES WITHIN TWO (2)

BUSINESS DAYS OF RECEIPT OF THE INSPECTION REPORT FROM THE DESIGN PROFESSIONAL

UNLESS WEATHER RELATED SITE CONDITIONS ARE SUCH THAT ADDITIONAL TIME IS REQUIRED.

FEMA FLOOD MAP

SCALE: N.T.S.

SOIL MAP

NON-EXEMPT ACTIVITIES WILL 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.

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.

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

A SECTION 404 PERMIT.

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 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.

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

WITH MULCH OR TEMPORARY SEEDING.

PROJECT DOES NOT ALLOW FOR THE CONCRETE WASHDOWN OF TOOLS, CONCRETE MIXER CHUTES, HOPPERS, OR THE REAR OF VEHICLES. WASHOUT OF THE DRUM AT THE CONSTRUCTION SITE IS

PROHIBITED.

SAMPLING MAP

SCALE: N.T.S.

TREE PROTECTION INSTALLATION

MAINTAIN TREE PROTECTION INSTALLATION

AND TREE PROTECTION MEASURES

SCALE: N.T.S.

SOILS LEGEND

Know what'sbelow.

before you dig.Call Dial 811

Or Call 800-282-7411

SEE ANNOTATED EROSION CONTROL

CHECKLIST ON SHEET CE-004

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

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 100001, GAR 1000002, AND GAR 1000003."

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.

BRAD JONES, PLA DATE

GSWCC LEVEL II CERTIFICATION # 0000031792

EXPIRES: 01/12/2025

NOTE: REFER TO SHEET CE004 FOR SAMPLING MAP.

SITE LOCATION

MAP UNIT SYMBOL

ChA

EuA

LeA

PkA

TOTALS FOR AREA INTEREST

13.6

1.5%

27.4%

0.1%

29.7%

100%

MAP UNIT NAME ACRES IN AOI PERCENT OF AOI

SITE LOCATION

DESIGN PROFESSIONAL:

BRAD JONES, PLA

LEVEL II CERTIFICATION

No.: 000031792

EXPIRES: 01/12/2028

(IN CONFORMANCE WITH STATE OF GEORGIA GENERAL NPDES PERMIT NO. GAR 100001.)

NAME OF RECEIVING WATERS: OGEECHEE RIVER

GPS COORDINATES OF SITE CONSTRUCTION EXIT:

LAT: N32.192827

LONG: W81.399114

EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN GENERAL NOTES

DESIGN PROFESSIONAL: POND & COMPANY

3500 PARKWAY LANE, SUITE 500

PEACHTREE CORNERS, GEORGIA 30092

PHONE: (678) 336-7740

FAX: (678) 336-7744

TOTAL PROPERTY ACREAGE: 314.32 ACRES

TOTAL DISTURBED ACREAGE: 8.67 ACRES

EXISTING SITE HAS AN EXISTING DIRT ROAD, TWO BUILDINGS,

WETLANDS AND A LAKE. THE SITE IS HEAVILY WOODED WITH SANDY

SOIL.

THE PROJECT CONSISTS OF 'CAPPING' AN AREA OF CONTAMINATED

SOIL WITH CLEAN FILL AND ASPHALT. THE CAP CONSISTS OF THE

CONSTRUCTION OF A PARKING LOT WITH AN ADA ACCESSIBLE BOAT

RAMP & DOCK. THIS PROJECT AIMS TO REMEDIATE A CURRENTLY

UNUSABLE CONTAMINATED AREA AND CONSTRUCT A PUBLIC PARK.

DESCRIPTIONS OF THE EXISTING SITE AND THE PROPOSED PROJECT:

EXISTING LAND USE:

PROPOSED LAND USE:

OWNER/ PRIMARY

PERMITEE:

AREA OF DISTURBED WETLAND = 0.38 ACRE

PRE-CONSTRUCTION CURVE NUMBER = 55

POST-CONSTRUCTION CURVE NUMBER = 85

CONTACT: JASON BACH, P.E.

EFFINGHAM COUNTY BOC

601 N LAUREL ST

SPRINGFIELD, GA, 31329

PHONE: 912-754-2123

Ud 25.1%

W WATER 16.2%

CHIPLEY SAND, 0 TO 2 PERCENT

SLOPES

EULONIA SANDY LOAM, 0 TO 2

PERCENT SLOPES

LEEFIELD LOAMY SAND, 0 TO 2

PERCENT SLOPES

PICKNEY MUCKY SAND, 0 TO 1

PERCENT SLOPES, FREQUENTLY

FLOODED

UDORTHENTS, LOAMY

0.8

0.0

14.7

12.5

8.1

49.7

24-HOUR EROSION AND

SEDIMENTATION CONTROL

CONTACT:

TRE WILKINS

(912) 667 0621

DPR SEAL

JonesB Date

Signature

NOTES

CE002

A. BONNO

J. BACH

L.OUBRE

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Company.

DPR SEAL

CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

PROJECT NAME

ATLAS SITE

216 SHADY OAKS RD

GUYTON, GA 31312

EFFINGHAM COUNTY

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

ORIGINAL SHEET SIZE:

30" X 42"

PROJECT #

1 2 3 4 5 6

DRAWING ISSUE

K D

N D

2/14/2025

1220238

OFFSITE VEHICLE TRACKING / DUST CONTROL

OFF-SITE VEHICLE TRACKING OF DIRT, SOILS, AND SEDIMENTS AND THE GENERATION OF DUST SHALL BE MINIMIZED OR ELIMINATED TO THE MAXIMUM EXTENT PRACTICAL. A STABILIZED CONSTRUCTION EXIT (CO) SHALL BE PROVIDED TO REDUCE VEHICLE TRACKING OF SEDIMENT. SEE ES&PC PLAN AND DETAIL SHEETS FOR THE CONSTRUCTION EXIT LOCATIONS AND DETAIL. THE PAVED STREET ADJACENT TO THE CONSTRUCTION EXIT SHALL BE INSPECTED DAILY BY A REPRESENTATIVE OF THE SITE CONTRACTOR FOR TRACKING OF MUD, DIRT, OR ROCK. DUMP TRUCKS HAULING MATERIAL FROM THE CONSTRUCTION SITE SHALL BE COVERED WITH A TARPAULIN. DUST CONTROL (DU) SHALL BE APPLIED AS NECESSARY TO

PREVENT SURFACE AND AIR MOVEMENT OF DUST.

SANITARY WASTES:

ALL PERMITTEES SHALL ENSURE THAT THIS PLAN IS IN COMPLIANCE WITH APPLICABLE STATE AND/OR LOCAL

WASTE DISPOSAL, SANITARY SEWER, OR SEPTIC SYSTEM REGULATIONS.

A MINIMUM OF ONE PORTABLE SANITARY UNIT SHALL BE PROVIDED FOR EVERY TEN (10) WORKERS ON THE SITE. ALL SANITARY WASTE SHALL BE COLLECTED FROM THE PORTABLE UNITS A MINIMUM OF ONE TIME PER WEEK BY A LICENSED PORTABLE FACILITY PROVIDER IN COMPLETE COMPLIANCE WITH THE LOCAL STATE

REGULATIONS.

ALL SANITARY WASTE UNITS SHALL BE LOCATED IN AN AREA WHERE THE LIKELIHOOD OF THE UNIT CONTRIBUTING TO STORM WATER DISCHARGE IS NEGLIGIBLE. ADDITIONAL CONTAINMENT OF BMP'S SHALL BE IMPLEMENTED AS NECESSARY, SUCH AS GRAVEL BAGS OR SPECIFICALLY DESIGNED PLASTIC SKID

CONTAINERS AROUND THE BASE, TO PREVENT WASTE FROM CONTRIBUTING TO STORM WATER

DISCHARGES. THE LOCATION OF SANITARY WASTE UNITS MUST BE IDENTIFIED ON THE EROSION CONTROL

PLAN GRADING PHASE BY THE CONTRACTOR ONCE THE LOCATIONS HAVE BEEN DETERMINED.

WASTE MATERIALS AND DISPOSAL:

NO SOLID MATERIALS, INCLUDING BUILDING MATERIALS, SHALL BE DISCHARGED INTO STORM WATER INLETS

OR WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT.

ALL WASTE MATERIALS SHALL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER OR OTHER APPROPRIATE WASTE MANAGEMENT FACILITY PERMISSIBLE UNDER GAR PERMIT NO. 100001. WASTE MANAGEMENT FACILITIES SHALL MEET ALL SOLID WASTE MANAGEMENT REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE SHALL BE DEPOSITED IN THE WASTE MANAGEMENT FACILITIES.

WASTE MANAGEMENT FACILITIES SHALL BE EMPTIED A MINIMUM OF ONCE PER WEEK OR MORE OFTEN IF NECESSARY AND TRASH SHALL BE HAULED AS REQUIRED BY LOCAL REGULATIONS. NO CONSTRUCTION

WASTE SHALL BE BURIED ON-SITE.

ALL PERSONNEL SHALL BE INSTRUCTED ON PROPER PROCEDURES FOR WASTE DISPOSAL. A NOTICE STATING THESE PRACTICES SHALL BE POSTED AT THE JOB SITE AND THE CONTRACTOR SHALL BE

RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE FOLLOWED.

LOCATE WASTE COLLECTION AREAS AWAY FROM STREETS, GUTTERS, WATERCOURSES AND STORM DRAINS.

WASTE COLLECTION AREAS, SUCH AS DUMPSTERS, ARE OFTEN BEST LOCATED NEAR CONSTRUCTION SITE

ENTRANCES TO MINIMIZE TRAFFIC ON DISTURBED SOILS.

KEEPING PLANS CURRENT:

THE PRIMARY, SECONDARY OR TERTIARY PERMITTEES, AS APPLICABLE, SHALL AMEND THEIR PLAN WHENEVER THERE IS A CHANGE IN DESIGN, CONSTRUCTION, OPERATION , OR MAINTENANCE, WHICH HAS A SIGNIFICANT EFFECT ON BMPS WITH A HYDRAULIC COMPONENT (I.E., THOSE BMPS WHERE THE DESIGN IS BASED UPON RAINFALL INTENSITY, DURATION AND RETURN FREQUENCY STORMS) OR IF THE PLAN PROVES TO BE INEFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING POLLUTANTS FROM SOURCES IDENTIFIED UNDER PART IV.D.3. OF THIS PERMIT. AMENDMENTS TO THE PLAN MUST BE CERTIFIED BY A DESIGN PROFESSIONAL AS PROVIDED IN THIS PERMIT. SECONDARY PERMITTEES MUST NOTIFY THE PRIMARY PERMITTEE WITHIN 24-HOURS OF BECOMING AWARE OF ANY SUSPECTED BMP DESIGNED DEFICIENCIES WHICH ARE NOT EFFECTIVE IN CONTROLLING THE DISCHARGE OF POLLUTANTS FROM THE SECONDARY PERMITTEE'S SITE. THE PRIMARY PERMITTEE MUST EVALUATE WHETHER THESE DEFICIENCIES EXIST WITHIN 48-HOURS OF SUCH NOTICE, AND IF THESE DEFICIENCIES ARE FOUND TO EXIST MUST AMEND THE PLAN IN ACCORDANCE WITH THIS PARAGRAPH TO ADDRESS THOSE DEFICIENT BMPS WITHIN SEVEN (7) DAYS OF BEING NOTIFIED BY THE SECONDARY PERMITTEE. WHEN THE PLAN IS AMENDED, THE PRIMARY PERMITTEE MUST NOTIFY AND PROVIDE A COPY OF THE AMENDMENT TO ALL AFFECTED SECONDARY PERMITTEES WITHIN THIS SEVEN (7) DAY PERIOD. THE SECONDARY PERMITTEE(S) MUST IMPLEMENT ANY NEW PLAN REQUIREMENTS AFFECTING THEIR SITE(S) WITHIN 48-HOURS OF NOTIFICATION BY THE PRIMARY PERMITTEE. NOTWITHSTANDING THE FOREGOING, THE PRIMARY OR TERTIARY PERMITTEE REMAINS RESPONSIBLE FOR INSURING THAT THE PLAN, AS APPROPRIATE, MEETS THE REQUIREMENTS OF THIS

PERMIT.

CRITICAL WORK ZONE:

ALL SLOPES 3:1 OR STEEPER SHALL RECEIVE SURFACE ROUGHENING, POLYMERS, AND EROSION

CONTROL MATTING.

STABILIZATION MEASURES:

THE STABILIZATION MEASURES SHOWN ON THESE PLANS HAVE BEEN DESIGNED TO STABILIZE THE

DISTURBED AREAS FOLLOWING THE TEMPORARY OR PERMANENT COMPLETION OF CONSTRUCTION.

ALL EXPOSED AREAS SHALL BE STABILIZED WITH TEMPORARY MULCHING (DS1) PRIOR TO GRADING

IF THEY ARE TO REMAIN INACTIVE FOR 14 DAYS OR MORE. ALL DISTURBED AREAS SHALL BE

STABILIZED WITH TEMPORARY (DS2) OR PERMANENT (DS3) VEGETATION AS INDICATED ON THE PLAN. DITCHES, TEMPORARY DIVERSION BERMS, AND SLOPES (WHICH HAVE 3:1 OR STEEPER SLOPE AND 10 FEET OR MORE HEIGHT) ARE TO BE STABILIZED WITH EROSION CONTROL MATTING (MB).

DUST CONTROL (DU) SHALL ALSO BE PROVIDED AS NEEDED DURING GRADING ACTIVITIES. SEE EROSION, SEDIMENTATION, AND POLLUTION CONTROL (ES&PC) DETAIL SHEETS FOR MORE DETAILS

REGARDING THESE STABILIZATION MEASURES.

STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE

HAS TEMPORARILY OR PERMANENTLY CEASED, EXCEPT:

WHERE THE INITIATION OF STABILIZATION MEASURES BY THE 14TH DAY AFTER CONSTRUCTION

ACTIVITY TEMPORARILY OR PERMANENTLY CEASED IS PRECLUDED BY SNOW COVER OR OTHER

ADVERSE WEATHER CONDITIONS, STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS

PRACTICABLE.

WHERE CONSTRUCTION ACTIVITY WILL RESUME ON A PORTION OF THE SITE WITHIN 21 DAYS FROM

WHEN ACTIVITIES CEASED (E.G. THE TOTAL TIME PERIOD THAT CONSTRUCTION ACTIVITY IS

TEMPORARILY CEASED IS LESS THAN 21 DAYS) THEN STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT PORTION OF THE SITE BY THE 14TH DAY AFTER CONSTRUCTION ACTIVITY

TEMPORARILY CEASED.

NON-STORM WATER DISCHARGES:

NON-STORM WATER DISCHARGES (DISCHARGES FROM FIRE FIGHTING ACTIVITIES, FIRE HYDRANT FLUSHING, POTABLE WATER SOURCES INCLUDING WATER LINE FLUSHING, IRRIGATION DRAINAGE, AIR CONDITIONING CONDENSATE, SPRINGS, UNCONTAMINATED GROUNDWATER, AND FOUNDATION OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH PROCESS MATERIALS OR POLLUTANTS) THAT ARE COMBINED WITH STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY SHALL BE DISCHARGED TO THE PROPOSED STORM DRAINAGE SYSTEM AND ROUTED THROUGH THE EROSION AND SEDIMENTATION CONTROLS IDENTIFIED WITHIN THIS PLAN. NOTIFY THE LICENSED PROFESSIONAL WHO

PREPARED THIS PLAN IF THIS IS NOT POSSIBLE.

INVENTORY FOR POLLUTION PREVENTION PLAN

THE FOLLOWING MATERIALS ARE EXPECTED TO BE ONSITE DURING CONSTRUCTION: CONCRETE PRODUCTS, ASPHALT, PETROLEUM BASED FUELS AND LUBRICANTS FOR EQUIPMENT, TAR, METAL BUILDING MATERIALS, LUMBER, SHEET ROCK, FLOOR COVERINGS, ELECTRICAL WIRE AND FIXTURES, PAINTS/STAINS/FINISHING TREATMENTS, PAINT SOLVENTS, ADDITIVES FOR SOIL STABILIZATION, CLEANING SOLVENTS, PESTICIDES, FERTILIZERS, HERBICIDES, CRUSHED STONE, PLASTIC AND METAL PIPES.

PROPER OPERATION AND MAINTENANCE:

THE PERMITTEE SHALL AT ALL TIMES PROPERLY OPERATE AND MAINTAIN ALL FACILITIES AND SYSTEMS OF TREATMENT AND CONTROL (AND RELATED APPURTENANCES) WHICH ARE INSTALLED OR USED BY THE PERMITTEE TO ACHIEVE COMPLIANCE WITH THE CONDITIONS OF THIS PERMIT AND WITH THE REQUIRED PLANS. PROPER OPERATION AND MAINTENANCE ALSO INCLUDES ADEQUATE LABORATORY CONTROLS AND APPROPRIATE QUALITY ASSURANCE PROCEDURES. PROPER OPERATION AND MAINTENANCE REQUIRES THE OPERATION OF BACKUP OR AUXILIARY FACILITIES OR SIMILAR SYSTEMS, INSTALLED BY PERMITTEE ONLY

WHEN NECESSARY TO ACHIEVE COMPLIANCE WITH THE CONDITIONS OF THE PERMIT.

EROSION AND SEDIMENT CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL

IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION AND SEDIMENT CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO

CONTROL OR TREAT THE SEDIMENT SOURCE.

REFER TO THE DETAILS CONTAINED WITHIN THIS PLAN SET FOR ADDITIONAL MAINTENANCE INSTRUCTION.

HAZARDOUS WASTES:

ALL HAZARDOUS WASTE MATERIALS SHALL BE DISPOSED OF IN THE MANNER AS REQUIRED BY LOCAL, STATE, AND/OR FEDERAL REGULATIONS AND BY THE MANUFACTURER OF SUCH PRODUCTS. THE JOB SITE

SUPERINTENDENT, WHO WILL ALSO BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE

FOLLOWED, SHALL INSTRUCT SITE PERSONNEL IN THESE PRACTICES. MATERIAL SAFETY DATA SHEETS (MSDS'S) FOR EACH SUBSTANCE WITH HAZARDOUS PROPERTIES THAT IS USED ON THE JOB SITE SHALL BE OBTAINED AND USED FOR THE PROPER MANAGEMENT OF POTENTIAL WASTES THAT MAY RESULT FROM THESE PRODUCTS. AN MSDS SHALL BE POSTED IN THE IMMEDIATE AREA WHERE SUCH PRODUCT IS STORED AND/OR USED AND ANOTHER COPY OF EACH MSDS SHALL BE MAINTAINED IN THE EROSION SEDIMENTATION AND POLLUTION CONTROL PLAN (ES&PC) FILE AT THE JOB SITE CONSTRUCTION TRAILER

OFFICE. EACH EMPLOYEE WHO HANDLES A SUBSTANCE WITH HAZARDOUS PROPERTIES WILL BE

INSTRUCTED ON THE USE OF MSDS SHEETS AND THE SPECIFIC INFORMATION IN THE APPLICABLE MSDS FOR THE PRODUCT HE/SHE IS USING, PARTICULARLY REGARDING SPILL CONTROL TECHNIQUES.

THE CONTRACTOR WILL IMPLEMENT THE SPILL PREVENTION CONTROL AND COUNTERMEASURES (SPCC) PLAN FOUND WITHIN THIS ES&PC AND WILL TRAIN ALL PERSONNEL IN THE PROPER CLEANUP AND HANDLING OF SPILLED MATERIALS. NO SPILLED HAZARDOUS MATERIALS OR HAZARDOUS WASTES SHALL BE ALLOWED TO COME IN CONTACT WITH STORM WATER DISCHARGES. IF SUCH CONTACT OCCURS, THE

STORM WATER DISCHARGE SHALL BE CONTAINED ON SITE UNTIL APPROPRIATE MEASURES IN

COMPLIANCE WITH STATE AND FEDERAL REGULATIONS ARE TAKEN TO DISPOSE OF SUCH CONTAMINATED STORM WATER. IT SHALL BE THE RESPONSIBILITY OF THE JOB SITE SUPERINTENDENT TO PROPERLY

TRAIN ALL PERSONNEL IN THE USE OF THE SPCC PLAN.

NOTHING IN THIS PERMIT SHALL BE CONSTRUED TO PRECLUDE THE INSTITUTION OF ANY LEGAL ACTION OR RELIEVE THE PERMITTEE FROM ANY RESPONSIBILITIES, LIABILITIES, OR PENALTIES TO WHICH THE

PERMITTEE IS OR MAY BE SUBJECT UNDER THE GEORGIA HAZARDOUS WASTE MANAGEMENT ACT,

O.C.G.A. § 12-8-60, ET SEQ. OR UNDER CHAPTER 14 OF TITLE 12 OF THE OFFICIAL CODE OF GEORGIA ANNOTATED; NOR IS THE OPERATOR RELIEVED FROM ANY RESPONSIBILITIES, LIABILITIES OR PENALTIES TO WHICH THE PERMITTEE IS OR MAY BE SUBJECT UNDER SECTION 311 OF THE CLEAN WATER ACT OR SECTION 106 OF COMPREHENSIVE ENVIRONMENTAL RESPONSE COMPENSATION AND LIABILITY ACT.

SPILL PREVENTION

PRACTICES SUCH AS GOOD HOUSEKEEPING, PROPER HANDLING OF HAZARDOUS PRODUCTS AND

PROPER SPILL CONTROL PRACTICES WILL BE FOLLOWED TO REDUCE THE RISK OF SPILLS AND SPILLS

FROM DISCHARGING INTO STORM WATER RUNOFF.

GOOD HOUSEKEEPING

A. QUANTITIES OF PRODUCTS STORED ONSITE WILL BE LIMITED TO THE AMOUNT NEEDED FOR THE JOB.

B. PRODUCTS AND MATERIALS WILL BE STORED IN A NEAT, ORDERLY MANNER IN APPROPRIATE

CONTAINERS PROTECTED FROM RAINFALL, WHERE POSSIBLE.

C. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH MANUFACTURER LABELS LEGIBLE

AND VISIBLE.

D. PRODUCT MIXING, PRODUCT DISPOSAL, AND DISPOSAL OF PRODUCT CONTAINERS WILL BE

ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS.

E. THE CONTRACTOR WILL INSPECT SUCH MATERIALS TO ENSURE PROPER USE, STORAGE AND

DISPOSAL.

SAMPLING NARRATIVE

AN SS101 STORMWATER SAMPLER BY GLOBAL WATER (OR EQUIVALENT) WILL BE USED TO COLLECT AND HANDLE THE STORM WATER DISCHARGE SAMPLES PRIOR TO ANALYSIS. PART OF THIS SAMPLING PLAN INCLUDES THE SS101 STORMWATER SAMPLER USER'S MANUAL BY GLOBAL WATER (OR EQUIVALENT).

THE STORM WATER SAMPLES WILL BE ANALYZED USING THE LAMOTTE 2020 TURBIDIMETER (OR

EQUIVALENT). PART OF THIS SAMPLING PLAN INCLUDES THE INSTRUCTION MANUAL FOR THE LAMOTTE

2020 TURBIDIMETER BY LAMOTTE COMPANY (OR EQUIVALENT).

STRUCTURAL PRACTICES:

THE STRUCTURAL PRACTICES SHOWN ON THIS PLAN HAVE BEEN DESIGNED TO DIVERT FLOWS

FROM EXPOSED SOILS, STORE FLOWS, OR OTHERWISE LIMIT RUNOFF AND THE DISCHARGE OF

POLLUTANTS FROM EXPOSED AREAS OF THE SITE. FOR SEDIMENT AND EROSION CONTROL

PURPOSES, STRUCTURAL PRACTICES HAVE BEEN SHOWN IN THREE PHASES, BASED ON

CONSTRUCTION ACTIVITIES. THESE PHASES INCLUDE INITIAL, INTERMEDIATE AND FINAL EROSION

& SEDIMENT CONTROL PHASES.

DPR SEAL

NOTES

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CLIENT INFORMATION

3500 Parkway Lane Suite 500

Peachtree Corners Georgia 30092

PROJECT NAME

ATLAS SITE

216 SHADY OAKS RD

GUYTON, GA 31312

EFFINGHAM COUNTY

SHEET NUMBER

SUBMITTED BY:

CHECKED BY:

DRAWN BY:

DATE:

SHEET TITLE

ORIGINAL SHEET SIZE:

30" X 42"

PROJECT #

1 2 3 4 5 6

DRAWING ISSUE

K D

N D

2/14/2025

1220238

SEE ANNOTATED EROSION CONTROL

CHECKLIST ON SHEET CE-004

Know what'sbelow.

before you dig.Call Dial 811

Or Call 800-282-7411

DESIGN PROFESSIONAL:

BRAD JONES, PLA

LEVEL II CERTIFICATION

No.: 000031792

EXPIRES: 01/12/2028

PART IV.D.6. 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)…

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File details come from the government source that posted it. Updated Mar 3, 2025.