3-ITB 2026002, W. A. Fountain ES Vertical Demolition Package, 20250429 Updated.pdf

Principal-in-Charge

QAQC Reviewer

Project No.

Date

Drawing No.

ISSUED FOR DEMOLITION

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

B C

D E

F G

H J

K L

M N

P

A B

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Project Manager

07/23/2024

CC: 20230538/ E&A: 24-088Jeremiah Phillips, P.E.

ISSUANCES

No. Drawing Issue Description Date

Cody Lanman, P.E.

Mike Wright

TEL770.452.7849 FAX770.452.0086

2951 FLOWERS ROAD SOUTH, STE

119 ATLANTA, GEORGIA 30341

WWW.EBERLY.NET

LAND PLANNING

LANDSCAPE ARCHITECTURE

CIVIL ENGINEERING

Scale:

ISSUED FOR DEMOLITION 03/03/2025A

Project Engineer

Keoni McKeever

FOREST PARK, GA 30297

Clayton County Public Schools

W.A. FOUNTAIN ELEMENTARY

SCHOOL ABATEMENT AND

DEMOLITION SERVICES

5215 WEST ST.

FTE: 1,200 IUs: 82 Facility Code: 631 - 0391 Gross SF: 225,000 SF

CCPS PROJECT # 2025006

CD1.0

F.E.M.A. MAP - N.T.S.

1. THE DISTURBED ACREAGE OF THE SITE IS 6.52 ACRES.

2. NOTIFY INSPECTOR 24 HOURS PRIOR TO CONSTRUCTION.

3. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY AND WAYS, MEANS AND METHODS OF

CONSTRUCTION.

4. PROVIDE AND MAINTAIN OFF-STREET PARKING THROUGHOUT CONSTRUCTION IN AREAS

DESIGNATED BY THE OWNER.

5. PROVIDE NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC

CONTROL METHODS AS MAY BE NECESSARY WITHIN THE RIGHT-OF-WAY FOR THE

PROTECTION AND THE SAFETY OF THE PUBLIC AND MAINTAIN THROUGHOUT

CONSTRUCTION.

6. COMPLY WITH APPLICABLE STATE, FEDERAL, AND LOCAL CODES AND OBTAIN ALL

NECESSARY LICENSES AND PERMITS.

7. PERFORM ALL WORK IN CITY, COUNTY, STATE, AND FEDERAL RIGHTS-OF-WAY IN STRICT

CONFORMANCE WITH APPLICABLE STANDARDS AND SPECIFICATIONS OF THE APPROPRIATE

GOVERNING AGENCIES.

8. CONFINE OFF-SITE ACTIVITIES TO EXISTING RIGHTS OF WAY AND EASEMENTS.

9. PERFORM ALL WORK IN A FINISHED AND WORKMANLIKE MANNER TO THE ENTIRE

SATISFACTION OF THE OWNER AND IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE

PRACTICES.

10. THE DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER A COMPLETE PROJECT.

READY TO USE. FURNISH AND INSTALL ALL ITEMS NECESSARY FOR A COMPLETE AND

WORKABLE JOB.

11. DEVIATIONS FROM THESE PLANS AND NOTES WITHOUT PRIOR CONSENT OF THE OWNER OR

HIS REPRESENTATIVE MAY CAUSE THE WORK TO BE UNACCEPTABLE.

12. THE TOPOGRAPHIC INFORMATION ON THESE PLANS IS TAKEN FROM FIELD SURVEYS

PREPARED BY TERRAMARK DATED: 4/2/2024

13. THE BOUNDARY INFORMATION ON THESE PLANS IS TAKEN FROM FIELD SURVEYS PREPARED

BY TERRAMARK DATED: 4/2/2024

14. PROJECT BENCHMARK 1: TOP OF FH, EL. 951.40'. PLEASE REFER TO THE SIGNED AND SEALED

SURVEY.

15. PROJECT BENCHMARK 2: TOP OF FH, EL. 945.53. PLEASE REFER TO THE SIGNED AND SEALED

SURVEY.

16. VERIFY EXISTING TOPOGRAPHIC DATA, LOCATIONS OF EXISTING UTILITIES, AND ALL OTHER

SITE CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.

17. VERIFY BUILDING DIMENSIONS FROM ARCHITECTURAL DRAWINGS FOR FIELD STAKING.

18. CHECK ALL BUILDING DIMENSIONS AND COORDINATE WITH THE ARCHITECTURAL PLANS.

19. FURNISH AND MAINTAIN ANY AND ALL NECESSARY BARRICADES AROUND THE WORK AND

PROVIDE PROTECTION AGAINST WATER DAMAGE AND SOIL EROSION.

20. CALL UTILITIES PROTECTION CENTER 811.

21. UNLESS INDICATED OTHERWISE ON THE PLANS, REMOVE AND DISPOSE OF ALL EXISTING

IMPROVEMENTS, TREES AND OTHER DEBRIS, WITHIN THE LIMITS OF THE WORK, FROM THE

SITE AND DISPOSE OF IN AN APPROVED LANDFILL. DO NOT BURY ANY WASTE MATERIAL ON

SITE.

22. REFER TO TREE PROTECTION PLANS FOR TREE CLEARING LIMITS.

23. INSTALL ALL APPROPRIATE TREE PROTECTION MEASURES PRIOR TO CONSTRUCTION

ACTIVITIES.

24. PROVIDE AND INSTALL TOPSOIL IN DISTURBED AREAS TO BE GRASSED, TO INCLUDE

PAVEMENT SHOULDERS AND DETENTION AREAS.

25. GRASS AND RIP RAP ALL OPEN DRAINAGE SWALES AS NECESSARY TO CONTROL EROSION.

26. INSTALL SEDIMENTATION AND EROSION CONTROL MEASURES PRIOR TO CLEARING GRADING

AND DEMOLITION WORK. MAINTAIN ALL SEDIMENTATION AND EROSION CONTROL MEASURES

UNTIL ACCEPTANCE OF THE SITE BY THE OWNER.

VERTICAL DEMOLITION PLANS FOR

W.A. FOUNTAIN ELEMENTARY SCHOOL

5215 WEST STREET, FOREST PARK, GA 30297

VERTICAL DEMOLITION OF THE EXISTING W.A. FOUNTAIN ELEMENTARY SCHOOL LOCATED AT 5215

WEST STREET, FOREST PARK, GA 30297. CLEARING AND EROSION CONTROL BMPS ARE TO BE

INSTALLED AREAS UNDERGOING DEMOLITION ACTIVITIES.

PROJECT DESCRIPTION

A PORTION OF THIS PROPERTY LIES IN THE FLOOD HAZARD ZONES AE AND X

AS PER THE CLAYTON COUNTY F.I.R.M. NO. 13063C0076F DATED 6/7/2017.

*NOTE: NO PORTION OF THE PROPOSED LIMITS OF DISTURBANCE FOR THE

VERTICAL DEMOLITION PACKAGE WILL ENCROACH UPON ANY FLOOD

HAZARD ZONES

SHEET INDEX

SHEET NUMBER SHEET NAME

GENERAL NOTES

SITE DATA

ZONING USE: RS (SINGLE-FAMILY RESIDENTIAL)

PROPERTY CLASS: E6 - EXEMPT - SCHOOLS

TOTAL AREA: 27.57 ACRES

DISTURBED AREA: 6.52 ACRES (284,351 S.F.)

CLAYTON COUNTY, GA

LAND LOT: 78 DISTRICT 13TH

PARCEL ID(S): 13078B A004A, 13078B A004, 13078A E001

DEMOLITION DATA

BUILDING DEMOLITION: 85,374 S.F.

TOTAL DEMOLITION DEBRIS: 2,646,594 CF = 98,022 CY

HAUL PERMIT REQUIRED IF DEMOLTION DEBRIS > 500 CY

98,022 CY > 500 CY: HAUL PERMIT REQUIRED

PROJECT COORDINATES

33.6122° N, 84.3725° W

LOCATION MAP - N.T.S.

SITE

OWNER/DEVELOPER (PRIMARY PERMITTEE)

CLAYTON COUNTY BOARD OF EDUCATION

1098 FIFTH AVENUE

JONESBORO, GA 30326

CONTACT NAME: CHRISTY CRAWFORD

(770) 473-2805

CHRISTY.CRAWFORD@CLAYTON.K12.GA.US

PROJECT MANAGER

EBERLY & ASSOCIATES, INC.

2951 FLOWERS ROAD SOUTH

SUITE 119

ATLANTA, GEORGIA 30341

CONTACT: CODY LANMAN, P.E.

(770) 452-7849

CLANMAN@EBERLY.NET

24 HOUR CONTACT

CONTACT NAME: CHRISTY CRAWFORD

(770 473-2805)

CHRISTY.CRAWFORD@CLAYTON.K12.GA.US

COVER SHEET & GENERAL NOTES

SITE SURVEY

SITE SURVEY

SITE SURVEY

VERTICAL DEMOLITION PLAN

ES&PC NOTES

ES&PC NOTES

ES&PC NOTES

INITIAL ES&PC PLAN

INTERMEDIATE ES&PC PLAN

FINAL ES&PC PLAN

ES&PC DETAILS

ES&PC DETAILS

ES&PC DETAILS

CD1.0

SHEET 1 OF 3

SHEET 2 OF 3

SHEET 3 OF 3

CD2.0

ED1.0

ED1.1

ED1.2

ED2.0

ED3.0

ED4.0

ED5.0

ED5.1

ED5.2

www.Georgia811.com Know what's below.

Call before you dig.

R

FREE THROUGHOUT

THE U.S.A.

3 WORKING DAYS

BEFORE YOU DIG.

CALL 811

COVER SHEET AND

GENERAL NOTES

LEVEL II CERTIFICATION

GEORGIA SOIL AND WATER CONSERVATION COMMISSION

JEREMIAH PHILLIPS

LEVEL II CERTIFIED DESIGN PROFESSIONAL

CERTIFICATION NUMBER 0000072147

ISSUED: 08/29/2023

EXPIRES: 08/29/2026

GPS COORDINATES OF CONSTRUCTION ENTRANCE:

ENTRANCE 1: 33.6121° N, -84.3724° W

ENTRANCE 2: 33.6104° N, -84.3732° W

PLANS PREPARED BY USING THE FOLLOWING STATE PLAN COORDIANTE SYSTEM

HORIZONTAL DATUM: NAD83 GRID

VERTICAL DATUM: NAVD 88

ZONE: GA WEST

COORDINATE SYSTEM

FUNDING SOURCE:

CLAYTON COUNTY PUBLIC SCHOOLS

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 &

SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT

SOURCE. PRACTICES WILL BE CHECKED DAILY.

MAINTENANCE STATEMENT

APPLICABLE CODES:

(IBC) INTERNATIONAL BUILDING CODE, 2018 EDITION, WITH 2020

GEORGIA AMENDMENTS

(IFC) INTERNATIONAL FIRE CODE, 2018 EDITION, WITH 2020 GEORGIA

AMENDMENTS

(IFGC) INTERNATIONAL FUEL GAS CODE, 2018 EDITION WITH 2020

GEORGIA AMENDMENTS

(IMC) INTERNATIONAL MECHANICAL CODE, 2018 EDITION WITH 2020

GEORGIA AMENDMENTS

(IPC) INTERNATIONAL PLUMBING CODE, 2018 EDITION, WITH 2020

GEORGIA AMENDMENTS

(IECC) INTERNATIONAL ENERGY CONVERSATION CODE, 2015 EDITION

WITH 2020 GEORGIA AMENDMENTS

(NEC) NATIONAL ELECTRICAL CODE, 2017 EDITION WITH NO GEORGIA

AMENDMENTS

(NFPA) NATIONAL FIRE PROTECTION ASSOCIATED 101 LIFE SAFETY

CODE, 2018 EDITION WITH 2020 GEORGIA AMENDMENTS

RULES AND REGULATIONS OF SAFETY FIRE COMMISSIONER FOR STATE

MINIMUM FIRE SAFETY STANDARDS, CHAPTER 120-3-3 JANUARY 1, 2020

(GEORGIA SAFETY FIRE LAW)

GEORGIA STATE HANDICAPPED ACCESSIBILITY LAW 120-3-20A ADA

STANDARDS FOR ACCESSIBLE DESIGN

LEGEND

EXISTING STRUCTURE TO BE DEMOED

EXISTING STRUCTURE TO REMAIN

SAWCUT LINE

LIMITS OF DISTURBANCE/DEMOLITIONLODLOD

DISTURBED AREA STABILIZATION

(MULCHING ONLY)

DISTURBED AREA STABILIZATION

(TEMPORARY SEEDING)

DISTURBED AREA STABILIZATION

(PERMANENT SEEDING)

DUST CONTROL ON DISTURBED

AREAS

COMPOST FILTER SOCK

SEDIMENT BARRIER

SILT FENCE

CONSTRUCTION ENTRANCE

COMPOST FILTER SOCK

SEDIMENT BARRIER

SILT FENCE-TYPE SENSITIVE

SEDIMENT TRAP (PERVIOUS)

SEDIMENT TRAP (PERVIOUS)

XX

Co

Sd1-S

Sd1-NS

Sd2-F

PERMIT DATA

APPLICATION TYPE MUNICIPALITY

CONDITIONAL USE CITY OF FOREST PARK

PERMIT NUMBER

TBD

UTILITY CONTACT LIST

UTILITY

WATER

SEWER

GAS

ELECTRICAL

TELECOMM

PROVIDER

CLAYTON COUNTY

WATER AUTHORITY

CLAYTON COUNTY

WATER AUTHORITY

ATLANTA GAS LIGHT

GEORGIA POWER

COMCAST CABLE

CONTACT

NAME:

CATHERINE SAMAY

DATE OF SERVICE

TERMINATION

TBD

TBD

TBD

TBD

TBD

NAME: TBD

EMAIL: TBD

PHONE: TBD

NAME: TBD

EMAIL: TBD

PHONE: TBD

NAME: TBD

EMAIL: TBD

PHONE: TBD

FIBER OPTC AT&T TBD

NAME: TBD

EMAIL: TBD

PHONE: TBD

NAME:

CATHERINE SAMAY

AutoCAD SHX Text Ds1

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ONE STORY

WOOD FRAME

ONE STORY

BRICK

SHED

WEST STREET

(APPARENT 30' R/W)

LINDA

WAY

25 FOOT FRONT SETBACK

10 FOOT SIDE SETBACK

25 FOOT FRONT SETBACK

FO

OT

SI

DE

SE

TB

AC

K

FO

OT S

IDE SETB

ACK

30 FOOT REAR SETBACK

1/2"RB

FND.

(DISTURBED)

1/2"RB

FND.

(DISTURBED)

1.5"OTP FND.

(POSSIBLE OLD

FENCE POST)

1/2"RB

FND.

(DISTURBED)

1/2"RB

FND.

(DISTURBED)

1/2"RB

FND.

(DISTURBED)

1"RB

FND.

1"OTP

FND.

1"RB CONC

MON FND.

(DISTURBED)

S06°39'36"W A=106.01' R=244.68'

CH=105.18'

S11°34'13"W A=103.84' R=391.68'

CH=103.54'

S09°35'33"W A=87.29'

R=445.17'

CH=87.15'

S 05°19'22" E 26.20'

N 10°37'20" W 18.98'

TIE

S 75°47'31" W

ROCK FND.

(1.2' NW)

N/F

VERLENE P. WILLIS &

MADELINE HICKS

PIN: 13078B A002

N/F

FRANK G. WILLIS

PIN: 13078B A003

DB. 3987 PG. 333

PB. 1 PG. 273

N/F

FORREST CHAPEL BAPTIST CHURCH

PIN: 13078B A001

DB. 2521 PG. 85

N/F

CITY OF FOREST PARK

PIN: 13078D B011

DB.1198 PG. 768

N/F

CLAYTON COUNTY LAND BANK

PIN: 13078D B002

DB. 11844 PG. 260

PB. 5 PG. 279

N/F

CITY OF FOREST PARK

PIN: 13078C C002

DB. 395 PG. 396

PB. 7 PG. 276

N/F

CITY OF FOREST PARK

PIN: 13078C C002

DB. 395 PG. 396

PB. 7 PG. 276

N/F

CLAYTON COUNTY

LAND BANK

PIN: 13078A E001

DB. 8041 PG. 614

DB. 13112 PG. 7

N/F

CLAYTON COUNTY

LAND BANK

PIN: 13078A E001

DB. 8041 PG. 614

DB. 13112 PG. 7

N/F

CHINUE SHAW

PIN: 13078A E013

DB. 12498 PG. 221

PB. 37 PG. 93

N/F

CAROL WILLIAMS &

SHIRLEY NICHOLS

PIN: 13078B A050

DB. 10513 PG. 44

N/F

FRANK ROBINSON &

CLAUDINE ROBINSON

PIN: 13078B A049

DB. 3002 PG. 166

PB. 2 PG. 245

N/F

FORREST CHAPEL BAPTIST CHURCH

PIN: 13078B A048

DB. 2521 PG. 85

PB. 1 PG. 252

N/F

HARTSFIELD AMOS ESTATE C/O

LOTTIE HARTSFIELD

PIN: 13078B A006

N/F

VERLENE P. WILLIS

PIN: 13078B A003A

DB. 3243 PG. 252

1/2" RB

SET

1/2" RB

SET

1/2" RB

SET

1/2" RB

SET

1/2" RB

SET

1/2" RB

SET

MAG NAIL

SET

P.O.B.

1/2" RB SET

N:1314184.26 E:2233990.18

1/2" RB SET

25' POL

POINT LIES

IN CREEK

POINT LIES

IN CREEK

EXISTING

TWO STORY

BRICK

ONE STORY

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TO

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BATHROOM

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CONSTRUCTION ENTRANCE 1

GPS COORDINATES: 33.6121° N, -84.3724° W

LIMITS OF CONSTRUCTION

BUILDING A

±82,883 S.F. OF BUILDING A

TO BE DEMOLISHED

BUILDING B

±589 S.F. OF BUILDING B

TO BE DEMOLISHED

BUILDING C

±898 S.F. OF BUILDING C

TO BE DEMOLISHED

BUILDING D

±151 S.F. OF BUILDING D

TO BE DEMOLISHED

CONSTRUCTION ENTRANCE 2

GPS COORDINATES: 33.6104° N, -84.3732° W

PAVEMENT TO REMAIN (TYP.)

LIMITS OF DISTURBANCE (TYP.)

PAVEMENT TO REMAIN

(TYP.)

EXISTING PILLARS & WALLS TO

REMAIN & BE PROTECTED

SEWER LINES SERVICING BUILDINGS TO BE REMOVED AS NEEDED

DURING CONSTRUCTION

-CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDER

AND ENSURE SERVICE HAS BEEN TERMINATED

ELECTRICAL LINES SERVICING BUILDING TO BE REMOVED AS

NEEDED DURING CONSTRUCTION

-CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDER

AND ENSURE SERVICE HAS BEEN TERMINATED

ELECTRICAL LINES SERVICING BUILDING TO BE REMOVED AS

NEEDED DURING CONSTRUCTION

-CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDER

AND ENSURE SERVICE HAS BEEN TERMINATED

OVERHEAD ELECTRICAL LINES TO REMAIN

TREES WITHIN LIMITS OF CONSTRUCTION TO REMAIN

UNLESS REMOVAL IS REQUIRED TO PERFORM

BUILDING DEMOLITION

TREES WITHIN LIMITS OF CONSTRUCTION TO REMAIN

UNLESS REMOVAL IS REQUIRED TO PERFORM

BUILDING DEMOLITION

OVERHEAD ELECTRICAL LINES TO REMAIN

OVERHEAD ELECTRICAL LINES

& POLES TO REMAIN (TYP.)

ELECTRICAL LINES SERVICING BUILDING

CAN BE REMOVED AS NEEDED DURING CONSTRUCTION

-CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDER

AND ENSURE SERVICE HAS BEEN TERMINATED

EXISTING UTILITIES & FEATURES SURROUNDING

DEMOLISHED BUILDINGS ARE TO REMAIN, UNLESS

REMOVAL IS SPECIFICALLY REQUIRED FOR BUILDING

DEMOLITION EFFORTS (TYP.) OVERHEAD ELECTRICAL

LINES TO REMAIN (TYP.)

PROPOSED 6' CHAIN LINK

CONSTRUCTION FENCING

PROPOSED 6" CHAINLINK CONSTRUCTION

FENCING

PROPOSED 6' CHAIN LINK

CONSTRUCTION FENCING

PROPOSED 6' CHAINLINK CONSTRUCTION

FENCING

PROPOSED 6' CHAIN LINK

CONSTRUCTION FENCING

FENCING ALONG R/W TO BE PROVIDED WITH

WINDSCREENS ALONG ENTIRE FRONTAGE

-LOGO / ADVERTISING OPTIONS TO BE PROVIDED FOR

EVERY 4TH PANEL

OVERHEAD ELECTRICAL LINES TO REMAIN

PROPERTY LINE (TYP.)

PROPERTY LINE (TYP.)

PROPERTY LINE

(TYP.)

PROPERTY LINE (TYP.)

PROPERTY LINE

(TYP.)

PROPERTY LINE

(TYP.)

TREES WITHIN LIMITS OF CONSTRUCTION TO REMAIN

UNLESS REMOVAL IS REQUIRED TO PERFORM

BUILDING DEMOLITION

EXISTING FENCING TO BE

REMOVED FOR DEMOLITION

SITE FENCING WITHIN LIMITS OF CONSTRUCTION TO REMAIN

UNLESS REMOVAL IS REQUIRED TO PERFORM

BUILDING DEMOLITION

SITE FENCING WITHIN LIMITS OF CONSTRUCTION TO REMAIN

UNLESS REMOVAL IS REQUIRED TO PERFORM

BUILDING DEMOLITION

20' - 6' CHAINLINK ACCESS GATE

20' - 6' CHAINLINK ACCESS GATE

OVERHEAD ELECTRICAL LINES TO REMAIN

ELECTRICAL LINES SERVICING BUILDING TO BE REMOVED AS

NEEDED DURING CONSTRUCTION

-CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDER

AND ENSURE SERVICE HAS BEEN TERMINATED

EXISTING 8" WATER MAIN TO REMAIN

PROTECTED DURING BUILDING DEMOLITION

-APPROXIMATE LOCATION BASED ON CLAYTON

COUNTY WATER AUTHORITY GIS

-CONTRACTOR TO FIELD VERIFY LOCATION AND

ENSURE WATERLINE IS PROTECTED

EXISTING 8" WATER MAIN TO REMAIN PROTECTED DURING BUILDING DEMOLITION

-APPROXIMATE LOCATION BASED ON CLAYTON COUNTY WATER AUTHORITY GIS

-CONTRACTOR TO FIELD VERIFY LOCATION AND ENSURE WATERLINE

IS PROTECTED

EXISTING 8" WATER MAIN TO REMAIN PROTECTED DURING BUILDING DEMOLITION

-APPROXIMATE LOCATION BASED ON CLAYTON COUNTY

WATER AUTHORITY GIS

-CONTRACTOR TO FIELD VERIFY LOCATION AND ENSURE WATERLINE

IS PROTECTED

LIMITS OF DEMOLITION

LIMITS OF DEMOLITION

LIMITS OF DEMOLITION

LIMITS OF DEMOLITION

LIMITS OF DEMOLITION

52'x15' - 6' TALL CHAIN LINK FENCING

AROUND PERIMETER TO PROTECT

STRUCTURES DURING CONSTRUCTION

EXISTING MONUMENTAL M.D.

ROBERTS MEMORIAL PLAQUE

AND CONCRETE BASE TO REMAIN & BE PROTECTED

52'x15' - 6' TALL CHAIN LINK FENCING

AROUND PERIMETER TO PROTECT

STRUCTURES DURING CONSTRUCTION

20' - 6' CHAINLINK ACCESS GATE FOR

FUTURE DRIVEWAY & CONSTRUCTION EXIT

EXISTING FENCING TO BE REMOVED WHERE

OVERLAPPING / CONFLICTING WITH PROPOSED

CONSTRUCTION FENCING

-ALL OTHER AREAS TO REMAIN UNTIL LDP & SITE

DEMOLITION IS APPROVED

EXISTING MONUMENT SIGN

TO BE DEMOLISHED

ALL BASKET BALL HOOPS TO BE

SALVAGED & PROVIDED TO CCPS

DEMOLISH EXISTING COURT SURFACE

+/- 7,278 SF

FOUNDATIONS, PAD, STAIRS AND RAMPS

SERVICING THE FORMER MODULAR

CLASSROOMS TO BE DEMOLISHED

BUILDING E

±127 S.F. OF BUILDING E

TO BE DEMOLISHED

BUILDING F

±243 S.F. OF BUILDING F

TO BE DEMOLISHED

TIE INTO EXISTING FENCE

BUILDING G

±168 S.F. OF BUILDING G

TO BE DEMOLISHED

BUILDING H

±72 S.F. OF BUILDING H

TO BE DEMOLISHED

BUILDING I

±243 S.F. OF BUILDING I

TO BE DEMOLISHED

DEMOLISH EXISTING COURT SURFACE

+/- 7,212 SF

TIE INTO EXISTING FENCING

EXISTING PLAYGROUND EQUIPMENT WILL BE

REMOVED PRIOR TO THE START OF

DEMOLITION

EXISTING TROPHY CASES AND ALL CONTENTS

TO BE REMOVED AND SAVED FOR REINSTALLATION

EXISTING ROMAN BRICK AT MAIN ENTRY TO BE REMOVED

WITH THE MORTAR INTACT IN THE LARGEST GROUPINGS

POSSIBLE WITHOUT DAMAGE, AND DELIVERED BY CONTRACTOR

TO OWNER'S WAREHOUSE FACILITY.

CONTRACTOR TO VERIFY EXTENT OF SALVAGEABLE ROMAN BRICK

WITH ARCHITECT PRIOR TO REMOVAL.

EXISTING SCOREBAORD TO BE REMOVED

AND STORED FOR REUSE IN NEW CONSTRUCTION

PHASE

ONLY EXISTING EXTERIOR GYMNASIUM BRICK ABOVE LOW ROOF LINE TO BE

REMOVED WITH THE MORTAR INTACT IN THE LARGEST GROUPINGS POSSIBLE

WITHOUT DAMAGE, AND DELIVERED BY

CONTRACTOR TO OWNER'S WAREHOUSE, TYP.

NEW DESIGN WILL REQUIRE APPROX 1,000 SF OF PRESERVED EXISTING BRICK

Principal-in-Charge

QAQC Reviewer

Project No.

Date

Drawing No.

ISSUED FOR DEMOLITION

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

B C

D E

F G

H J

K L

M N

P

A B

C D

E F

G H

J K

L M

N P

Project Manager

07/23/2024

CC: 20230538/ E&A: 24-088Jeremiah Phillips, P.E.

ISSUANCES

No. Drawing Issue Description Date

Cody Lanman, P.E.

Mike Wright

TEL770.452.7849 FAX770.452.0086

2951 FLOWERS ROAD SOUTH, STE

119 ATLANTA, GEORGIA 30341

WWW.EBERLY.NET

LAND PLANNING

LANDSCAPE ARCHITECTURE

CIVIL ENGINEERING

Scale:

ISSUED FOR DEMOLITION 03/03/2025A

Project Engineer

Keoni McKeever

FOREST PARK, GA 30297

Clayton County Public Schools

W.A. FOUNTAIN ELEMENTARY

SCHOOL ABATEMENT AND

DEMOLITION SERVICES

5215 WEST ST.

FTE: 1,200 IUs: 82 Facility Code: 631 - 0391 Gross SF: 225,000 SF

CCPS PROJECT # 2025006

www.Georgia811.com Know what's below.

Call before you dig.

R

FREE THROUGHOUT

THE U.S.A.

3 WORKING DAYS

BEFORE YOU DIG.

CALL 811

1 INCH = FT.

( IN FEET )

GRAPHIC SCALE

0-50 50 100 20025

LOCATION MAP - N.T.S.

SITE

OWNER/DEVELOPER (PRIMARY PERMITTEE)

CLAYTON COUNTY BOARD OF EDUCATION

1098 FIFTH AVENUE

JONESBORO, GA 30326

CONTACT NAME: CHRISTY CRAWFORD

(770) 473-2805

CHRISTY.CRAWFORD@CLAYTON.K12.GA.US

PROJECT MANAGER

EBERLY & ASSOCIATES, INC.

2951 FLOWERS ROAD SOUTH

SUITE 119

ATLANTA, GEORGIA 30341

CONTACT: CODY LANMAN, P.E.

(770) 452-7849

CLANMAN@EBERLY.NET

24 HOUR CONTACT

CONTACT NAME: CHRISTY CRAWFORD

(770 473-2805)

CHRISTY.CRAWFORD@CLAYTON.K12.GA.US

1" = 50'

CD2.0

VERTICAL DEMOLITION PLAN

SITE DATA

ZONING USE: RS (SINGLE-FAMILY RESIDENTIAL)

PROPERTY CLASS: E6 - EXEMPT - SCHOOLS

TOTAL AREA: 27.57 ACRES

DISTURBED AREA: 6.52 ACRES (284,351 S.F.)

CLAYTON COUNTY, GA

LAND LOT: 78 DISTRICT 13TH

PARCEL ID(S): 13078B A004A, 13078B A004, 13078A E001

DEMOLITION DATA

BUILDING DEMOLITION: 85,374 S.F.

TOTAL DEMOLITION DEBRIS: 2,646,594 CF = 98,022 CY

HAUL PERMIT REQUIRED IF DEMOLTION DEBRIS > 500 CY

98,022 CY > 500 CY: HAUL PERMIT REQUIRED

VERTICAL DEMOLITION NOTES

1. VERTICAL DEMOLITION INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING:

DEMOLITION OF THE EXISTING SCHOOL, MODULAR CLASSROOMS, WOOD

FRAME RESTROOM, WITHIN LIMITS OF DISTURBANCE UNLESS NOTED

OTHERWISE.

2. COORDINATE WITH REMAINDER OF CONSTRUCTION DOCUMENTS PRIOR TO

START OF CONSTRUCTION

3. EBERLY & ASSOCIATES DOES NOT MAKE ANY REPRESENTATION,

WARRANTY, ASSURANCE OR GUARANTEE THAT THE EXISTING UTILITY

INFORMATION SHOWN IS CORRECT, ACCURATE OR COMPLETE. IT SHALL

BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE

FIELD LOCATION AND PROTECTION OF ALL OVERHEAD AND SUBSURFACE

LINES AND FACILITIES WHICH MAY BE ENCOUNTERED DURING THE COURSE

OF THE EXCAVATION, DEMOLITION OR UTILITY WORK.

SIZE (SF)BUILDING

BUILDINGS TO BE DEMOLISHED

82,883BUILDING A

589BUILDING B

898BUILDING C

BUILDING D

BUILDING E

BUILDING F

BUILDING G

TOTAL TO BE DEMOED

85,374

HEIGHT (FT)

±32

±15

±10

±10

±10

±8

±8

BUILDING H

BUILDING I

±8

±8

ALLOWANCE ITEMS

ORIGINAL GYMNASIUM BRICK SALVAGE:

1. CONTRACTOR SHALL INCLUDE COST FOR PRESERVING / SALVAGING, PALLETING,

WRAPPING AND RELOCATION OF THE EXISTING BRICK IDENTIFIED TO CCPS

WAREHOUSE FACILITY.

CONSTRUCTION FENCING:

2. CONTRACTOR SHALL INCLUDE COST FOR SITE CONSTRUCTION FENCING TO BE

INSTALLED PER PLANS & TO REMAIN AFTER VERTICAL DEMOLITION ACTIVITIES ARE

COMPLETED. FENCING ITEMS TO INCLUDE: CONSTRUCTION FENCING, GATES,

WINDSCREENS, ETC. SEE PLANS FOR DETAILS.

CONTRACTOR NOTES

1. CONTRACTOR IS RESPONIBLE FOR ABESTOS PERMITTING & NOTIFICATION

REQUIREMENTS WITH THE STATE

2. CONTRACTOR SHALL NOTIFY OWNER 2 WEEKS PRIOR TO THE START OF

DEMOLITION IN ORDER TO COLLECT & SALVAGE ANY MATERIALS, EQUIPMENT OR

ITEMS TO BE SAVED

LOD LOD LIMITS OF DISTURBANCE/

DEMOLITION

DEMOLITION LEGEND

LIMITS OF CONSTRUCTION

EXISTING BUILDING TO REMAIN

EXISTING BUILDING TO BE

DEMOED

CONSTRUCTION FENCING

CONSTRUCTION FENCING WITH

WINDSCREENING

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Project No.

Date

Drawing No.

ISSUED FOR DEMOLITION

A

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

B C

D E

F G

H J

K L

M N

P

A B

C D

E F

G H

J K

L M

N P

Project Manager

07/23/2024

CC: 20230538/ E&A: 24-088Jeremiah Phillips, P.E.

ISSUANCES

No. Drawing Issue Description Date

Cody Lanman, P.E.

Mike Wright

TEL770.452.7849 FAX770.452.0086

2951 FLOWERS ROAD SOUTH, STE

119 ATLANTA, GEORGIA 30341

WWW.EBERLY.NET

LAND PLANNING

LANDSCAPE ARCHITECTURE

CIVIL ENGINEERING

Scale:

ISSUED FOR DEMOLITION 03/03/2025A

Project Engineer

Keoni McKeever

FOREST PARK, GA 30297

Clayton County Public Schools

W.A. FOUNTAIN ELEMENTARY

SCHOOL ABATEMENT AND

DEMOLITION SERVICES

5215 WEST ST.

FTE: 1,200 IUs: 82 Facility Code: 631 - 0391 Gross SF: 225,000 SF

CCPS PROJECT # 2025006

ED1.0

ES&PC NOTES

1. EROSION CONTROL MEASURES SHALL BE AS A MINIMUM IN CONFORMANCE WITH "THE MANUAL FOR EROSION AND

SEDIMENT CONTROL IN GEORGIA" BY THE GA. SOIL & WATER CONSERVATION COMMISSION.

2. ANY AND ALL SILT LEAVING THE SITE IS THE COMPLETE RESPONSIBILITY OF THE CONTRACTOR.

3. ALL GRASSING SHALL BE IN ACCORDANCE WITH CHAPTER 6, SECTION III "VEGETATIVE PRACTICES" OF THE MANUAL

FOR EROSION AND SEDIMENT CONTROL IN GEORGIA.

4. ANY ADDITIONAL CONSTRUCTION OTHER THAN SHOWN ON THIS PLAN WILL REQUIRE SEPARATE AND ADDITIONAL

EROSION AND SEDIMENT CONTROL MEASURES AND APPROVAL.

5. WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHALL BE UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24 HOURS

OF SEEDING.

6. DURING UNSUITABLE GROWING SEASONS, MULCH SHALL BE USED AS A TEMPORARY COVER (DS1). ON SLOPES THAT

ARE 4:1 OR STEEPER, MULCH SHALL BE ANCHORED.

7. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND ANY DEFICIENCIES NOTED WILL BE

CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE

INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION.

8. THE SITE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL MEASURES INCLUDING REPLACING OR REPAIRING ANY DAMAGED DEVICES DUE TO ANY CONSTRUCTION ACTIVITY BY OTHERS DURING ALL

PHASES OF CONSTRUCTION.

9. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE

INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION BY THE ISSUING AUTHORITY.

10. NO ACTIVITIES SHALL BE CONDUCTED WITHIN THE STATE AND LOCAL JURISDICTION'S STREAM BUFFER.

11. PROVIDE EACH SECONDARY PERMITTEE A COPY OF THE EROSION CONTROL PLANS. EACH SECONDARY PERMITTEE

SHALL SIGN THE PLAN.

12. ANY AMENDMENT TO THE EROSION CONTROL PLANS WHICH HAVE SIGNIFICANT EFFECT ON BMP'S WITH A HYDRAULIC

COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL.

13. MINIMIZING WIND EROSION AND CONTROLLING DUST WILL BE ACCOMPLISHED BY ONE OR MORE OF THE FOLLOWING

METHODS:

13.A. COVERING 30% OR MORE OF THE SOIL SURFACE WITH NON-ERODIBLE MATERIAL.

13.B. ROUGHENING THE SOIL TO PRODUCE RIDGES PERPENDICULAR TO THE PREVAILING WIND.

13.C. FREQUENT WATERING OF EXCAVATION AND FILL AREAS

13.D. PROVIDING GRAVEL OR PAVING AT ENTRANCE/EXIT DRIVES.

14. LIMIT OF DISTURBANCE SHALL BE NO GREATER THAN 50 ACRES AT ANY ONE TIME WITHOUT PRIOR WRITTEN

AUTHORIZATION FROM THE EPD DISTRICT OFFICE.

15. MAINTAIN ALL EROSION CONTROL MEASURES THROUGH EVERY PHASE OF CONSTRUCTION.

GENERAL SOIL EROSION & SEDIMENTATION CONTROL NOTES

ITEM #

1. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ON SITE.

SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE SITE INSPECTOR PRIOR TO LAND DISTURBING CONSTRUCTION.

2. PROVIDE AND MAINTAIN OFF-STREET PARKING ON-SITE.

3. STAGING AREAS, MATERIAL STORAGE, CONCRETE WASHOUT AREAS, OR DEBRIS BURN AND BURIAL HOLES SHALL NOT

BE LOCATED WITHIN 500 FEET OF DESIGNATED TREE PROTECTION AREAS. NO BURN AND BURY PITS SHALL BE PERMITTED ON THE CONSTRUCTION SITE WITHOUT PERMISSION BY THE OWNER AND/OR THE ENGINEER OF RECORD.

4. THE LIMITS OF LAND DISTURBANCE AND ALL STREAM BUFFERS SHALL BE CLEARLY AND ACCURATELY DEMARCATED AND MAINTAINED WITH STAKES, RIBBONS, OR OTHER APPROPRIATE MEANS PRIOR TO COMMENCING ANY LAND DISTURBING ACTIVITY. LAND DISTURBANCE SHALL NOT BE ALLOWED OUTSIDE THE APPROVED LIMITS AS INDICATED

ON THE APPROVED PLANS.

5. PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED AT EACH

POINT OF ENTRY TO OR EXIT FROM THE SITE OR ONTO ANY PUBLIC RIGHT-OF-WAY.

6. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACK OR FLOW OF MUD ONTO PUBLIC RIGHT OF WAY DURING ALL PHASES OF CONSTRUCTION. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 1"-3" STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLE OR SITE ONTO PUBLIC

ROADWAY OR INTO STORM DRAIN MUST BE REMOVED IMMEDIATELY.

7. IMMEDIATELY AFTER THE PLACEMENT OF THE CONSTRUCTION ENTRANCE, ALL PERIMETER EROSION CONTROL AND STORM WATER MANAGEMENT DEVICES SHALL BE INSTALLED AS SHOWN ON THE INITIAL EROSION CONTROL PLAN.

8. SILT FENCE SHALL BE INSTALLED AT THE PERIMETER OF THE DISTURBED AREA AS SHOWN ON THE PLAN. THE SILT

FENCE SHALL BE KEPT ERECT AT ALL TIMES AND REPAIRED AS NECESSARY.

9. SILT BARRIERS SHALL BE PLACED AT DOWNSTREAM TOE OF ALL CUT AND FILL SLOPES.

10. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO ANY LAND DISTURBING ACTIVITY AND MAINTAINED UNTIL

FINAL LANDSCAPE IS INSTALLED. INSPECT AND REPAIR FENCE DAILY.

11. INLET SEDIMENT PROTECTION MEASURES SHALL BE INSTALLED ON ALL EXISTING STORM STRUCTURES AS SHOWN ON

THE PLAN.

12. STONE CHECK DAMS SHALL BE INSTALLED IN AREAS OF CONCENTRATED FLOWS AS SHOWN ON THE PLAN.

13. CLEARED TREES MAYBE UTILIZED AS BARRIER BRUSH SEDIMENT CONTROL.

14. ADDITIONAL SILT BARRIERS MUST BE PLACED AS SHOWN ON PLANS AS ACCESS IS OBTAINED DURING CLEARING. NO

GRADING SHALL TAKE PLACE UNTIL SILT BARRIER INSTALLATION AND SEDIMENT PONDS ARE CONSTRUCTED.

15. INSPECT SEDIMENT AND EROSION CONTROL MEASURES AFTER EACH RAIN EVENT. EACH DEVICE IS TO BE MAINTAINED

OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ON HALF THE CAPACITY OF THE DEVICE. INSTALL

ADDITIONAL DEVICES AS NECESSARY.

16. ALL GRASSING SHALL BE IN ACCORDANCE WITH CHAPTER 6, SECTION III "VEGETATIVE PRACTICES" OF THE MANUAL

FOR EROSION AND SEDIMENT CONTROL IN GEORGIA.

17. ANY ADDITIONAL CONSTRUCTION OTHER THAN SHOWN ON THIS PLAN WILL REQUIRE SEPARATE AND ADDITIONAL

EROSION AND SEDIMENT CONTROL MEASURES AND APPROVAL.

18. DISTURBED AREAS LEFT IDLE FOR 14 DAYS, AND NOT TO FINAL GRADE, WILL BE STABILIZED WITH MULCH OR TEMPORARY VEGETATION (DS1). DISTURBED AREAS LEFT MULCHED FOR 30 DAYS SHALL BE STABILIZED WITH TEMPORARY VEGETATION (DS2). ALL AREAS BROUGHT TO FINAL GRADE WILL BE ESTABLISHED TO PERMANENT

VEGETATION WITHIN 14 DAYS (DS3).

19. WHEN HAND PLANTING, MULCH (HAY OR STRAW) SHALL BE UNIFORMLY SPREAD OVER SEEDED AREA WITHIN 24 HOURS

OF SEEDING.

20. DURING UNSUITABLE GROWING SEASONS, MULCH SHALL BE USED AS A TEMPORARY COVER (DS1). ON SLOPES THAT

ARE 4:1 OR STEEPER, MULCH SHALL BE ANCHORED.

INITIAL SOIL EROSION & SEDIMENTATION CONTROL NOTES

OWNER/DEVELOPER (PRIMARY PERMITTEE)

CLAYTON COUNTY BOARD OF EDUCATION

1098 FIFTH AVENUE

JONESBORO, GA 30326

CONTACT NAME: CHRISTY CRAWFORD

(770) 473-2805

CHRISTY.CRAWFORD@CLAYTON.K12.GA.US

PROJECT MANAGER

EBERLY & ASSOCIATES, INC.

2951 FLOWERS ROAD SOUTH

SUITE 119

ATLANTA, GEORGIA 30341

CONTACT: CODY LANMAN, P.E.

(770) 452-7849

CLANMAN@EBERLY.NET

24 HOUR CONTACT

CONTACT NAME: CHRISTY CRAWFORD

(770) 473-2805

CHRISTY.CRAWFORD@CLAYTON.K12.GA.US

ITEM #

ITEM #

CALL 811

FREE THROUGHOUT

THE U.S.A.

THREE WORKING DAYS

BEFORE YOU DIG.

www.Georgia811.com

Know what's below.

Call before you dig.

R

ITEM #

1. MAINTAIN INITIAL EROSION CONTROL MEASURES THROUGHOUT INTERMEDIATE PHASE.

2. CONTROL EARTHWORK OPERATIONS IN THE VICINITY OF STREAM BUFFERS TO AVOID DUMPING OR SLOUGHING INTO

BUFFER AREAS.

3. DO NOT ALLOW SEDIMENT TO BE WASHED INTO INLETS. REMOVE SEDIMENT FROM SEDIMENT TRAPS AND DISPOSE OF

AND STABILIZE SO THAT IT WILL NOT ENTER THE INLETS AGAIN.

4. INSTALL EROSION CONTROL DEVICES IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS. THE LOCATION OF SOME

OF THE EROSION CONTROL DEVICES MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM PROPOSED DRAINAGE PATTERNS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES OF CONSTRUCTION. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF

CONSTRUCTION SHALL BE REPORTED TO THE OWNER OR DESIGN PROFESSIONAL.

5. MAINTAIN AND FURNISH ALL NECESSARY BARRICADES WHILE ROADWAY FRONTAGE IMPROVEMENTS ARE BEING MADE.

6. SILT FENCE SHALL BE INSTALLED AT THE TOE OF ALL SLOPES 10 FEET OR GREATER IN HEIGHT. THE SILT FENCE SHALL

BE MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED ON THE SLOPE. SILT SHALL BE REMOVED WHEN

ACCUMULATION REACHES 1/2 HEIGHT THE BARRIER.

7. INSTALL BARRIERS AT THE TOE OF SLOPES UNDER CONSTRUCTION. THESE BARRIERS MAY BE RELOCATED AND REUSED AFTER PERMANENT SLOPE STABILIZATION BECOMES FULLY ESTABLISHED. REPLACE ANY DEFECTIVE

MATERIALS IN THE BARRIER AND REMOVE DEBRIS AND SILT AT THE PREVIOUS LOCATION.

8. PLACE SILT FENCE AT THE TOE OF ALL DIRT STOCKPILE AREAS AND SEED WITH TEMPORARY GRASSING.

9. INSTALL INLET SEDIMENT PROTECTION MEASURES ON ALL STORM STRUCTURES AS THEY ARE CONSTRUCTED.

10. INSTALL STONE CHECK DAMS IN AREAS OF CONCENTRATED FLOWS AS SHOWN ON THE PLAN.

11. APPLY VEGETATIVE COVER ON ALL DRAINAGE SWALES AS SOON AS FINAL GRADE IS ACHIEVED.

12. APPLY VEGETATIVE COVER ON ALL GRADED AREAS AS SOON AS FINAL GRADE IS ACHIEVED.

13. APPLY MULCH OR TEMPORARY GRASSING TO ALL EXPOSED AREAS WITHIN 14 DAYS OF LAND DISTURBANCE.

14. STABILIZE ALL DISTURBED AREAS LEFT MULCHED AFTER 30 DAYS WITH TEMPORARY GRASSING.

15. CONSTRUCT TEMPORARY SEDIMENT BASINS AND DIVERSION DIKES AS SHOWN ON PLAN AFTER PRELIMINARY GRADING

ACTIVITIES. MAINTAIN THE SEDIMENT POND UNTIL GRADING OPERATIONS ARE COMPLETE AND THE SITE IS PERMANENTLY STABILIZED. SEDIMENT SHALL BE CLEANED OUT OF THE PONDS WHEN IT REACHES THE 1/3 DEPTH OF

BASIN.

16. INSPECT SEDIMENT AND EROSION CONTROL MEASURES AFTER EACH RAIN EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ON HALF THE CAPACITY OF THE DEVICE. INSTALL

ADDITIONAL DEVICES AS NECESSARY.

INTERMEDIATE SOIL EROSION & SEDIMENTATION CONTROL NOTES

1. MAINTAIN INITIAL AND INTERMEDIATE EROSION CONTROL MEASURES THROUGHOUT FINAL PHASE.

2. DO NOT ALLOW SEDIMENT TO BE WASHED INTO INLETS. REMOVE SEDIMENT FROM SEDIMENT TRAPS AND DISPOSE OF

AND STABILIZE SO THAT IT WILL NOT ENTER THE INLETS AGAIN.

3. REPLACE & REMOVE INLET SEDIMENT TRAPS WITH CURB FILTER INLET PROTECTION AFTER CURBING, GRADED

AGGREGATE BASE AND PAVEMENT HAS BEEN INSTALLED.

4. MAINTAIN TEMPORARY SEDIMENT BASINS AND OTHER EROSION CONTROL MEASURES UNTIL THE SITE IS

PERMANENTLY STABILIZED. SEDIMENT SHALL BE CLEANED OUT OF THE PONDS WHEN IT REACHES THE 1/3 DEPTH OF

BASIN.

5. APPLY VEGETATIVE COVER AS SOON AS FINAL GRADE IS ACHIEVED BEHIND CURBS OF ALL ROADWAY AND PARKING

SHOULDERS.

6. INSPECT SEDIMENT AND EROSION CONTROL MEASURES AFTER EACH RAIN EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ON HALF THE CAPACITY OF THE DEVICE. INSTALL

ADDITIONAL DEVICES AS NECESSARY.

7. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES AND DISPOSE OF THEM OFF-SITE UPON FINAL STABILIZATION OF THE PROJECT AND CERTIFICATE OF OCCUPANCY. "FINAL STABILIZATION" MEANS THAT ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED, AND THAT FOR UNPAVED AREAS AND AREAS NOT COVERED BY PERMANENT STRUCTURES AND AREAS LOCATED OUTSIDE THE WASTE DISPOSAL LIMITS OF A LANDFILL CELL THAT HAS BEEN CERTIFIED BY EPD FOR WASTE DISPOSAL, 100% OF THE SOIL SURFACE IS UNIFORMLY COVERED IN PERMANENT VEGETATION WITH A DENSITY OF 70% OR GREATER, OR EQUIVALENT PERMANENT STABILIZATION MEASURES (SUCH AS THE USE OF RIP RAP, GABIONS, PERMANENT MULCHES OR GEOTEXTILES) HAVE BEEN USED. PERMANENT VEGETATION SHALL CONSIST OF: PLANTED TREES, SHRUBS, PERENNIAL VINES; A CROP OF PERENNIAL VEGETATION PROPRIATE FOR THE TIME OF YEAR AND REGION; OR A CROP OF ANNUAL VEGETATION AND A SEEDING OF TARGET CROP PERENNIALS APPROPRIATE FOR THE REGION. FINAL STABILIZATION APPLIES TO EACH PHASE OF CONSTRUCTION.

FINAL SOIL EROSION & SEDIMENTATION CONTROL NOTES

ITEM #

9WASTE MATERIALS

NO WASTE WILL BE DISPOSED OF INTO STORM WATER INLETS OR WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A

SECTION 404 PERMIT

ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL DUMPSTER. THE DUMPSTER WILL MEET ALL SOLID WASTE MANAGEMENT REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS FROM THE SITE WILL BE DEPOSITED IN THE DUMPSTER. THE DUMPSTER WILL BE EMPTIED A MINIMUM OF ONCE PER WEEK OR MORE OFTEN IF NECESSARY AND TRASH WILL BE HAULED AS REQUIRED BY LOCAL REGULATIONS. NO CONSTRUCTION WASTE WILL BE BURIED

ON SITE.

ALL PERSONNEL WILL BE INSTRUCTED ON PROPER PROCEDURES FOR WASTE DISPOSAL. A NOTICE STATING THESE PRACTICES WILL BE POSTED AT THE JOBSITE AND THE CONTRACTOR WILL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES ARE

FOLLOWED.

HAZARDOUS WASTE

ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE MANNER SPECIFIED BY LOCAL, STATE, AND/OR FEDERAL REGULATIONS AND BY THE MANUFACTURER OF SUCH PRODUCTS. THE JOB SITE SUPERINTENDENT, WHO WILL ALSO BE RESPONSIBLE FOR MAKING SURE THAT THESE PRACTICES ARE FOLLOWED WILL 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 WILL BE OBTAINED AND USED FOR THE PROPER MANAGEMENT OF POTENTIAL WASTES THAT MAY RESULT FROM THESE PRODUCTS. AN MSDS WILL BE MAINTAINED IN THE ESPCP FILE AT THE JOB SITE CONSTRUCTION TRAILER OFFICE. EACH EMPLOYEE WHO MUST HANDLE 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 THE ESPCP AND WILL TRAIN ALL PERSONNEL IN THE PROPER CLEANUP AND HANDLING OF SPILLED MATERIALS. NO SPILLED HAZARDOUS MATERIALS OR HAZARDOUS WASTES WILL BE ALLOWED TO COME IN CONTACT WITH STORMWATER DISCHARGES.

IF SUCH CONTACT OCCURS, THE STORMWATER DISCHARGE WILL BE CONTAINED ON SITE UNTIL APPROPRIATE MEASURES IN COMPLIANCE WITH STATE AND FEDERAL REGULATIONS ARE TAKEN TO DISPOSE OF SUCH CONTAMINATED STORMWATER. IT SHALL BE THE RESPONSIBILITY OF THE JOB SITE SUPERINTENDENT TO PROPERLY TRAIN ALL PERSONNEL IN THE USE OF THE

SPCC PLAN.

SANITARY WASTES

A MINIMUM OF ONE PORTABLE SANITARY UNIT WILL BE PROVIDED FOR EVERY TEN (10) WORKERS ON THE SITE. ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS A MINIMUM OF ONE TIME PER WEEK BY A LICENSED PORTABLE

FACILITY PROVIDER IN COMPLETE COMPLIANCE WITH LOCAL AND STATE REGULATIONS.

ALL SANITARY WASTE UNITS WILL BE LOCATED IN AN AREA WHERE THE LIKELIHOOD OF THE UNIT CONTRIBUTING TO STORM WATER DISCHARGE IS NEGLIGIBLE. ADDITIONAL CONTAINMENT BMP'S MUST BE IMPLEMENTED, SUCH AS GRAVEL BAGS OR SPECIALLY DESIGNED PLASTIC SKID CONTAINERS AROUND THE BASE TO PREVENT WASTES FROM CONTRIBUTING TO STORMWATER DISCHARGES. THE LOCATION OF SANITARY WASTE UNITS MUST BE IDENTIFIED ON THE EROSION CONTROL PLAN GRADING PHASE SHEET EC3.0 BY THE CONTRACTOR ONCE THE LOCATIONS HAVE BEEN DETERMINED.

SANITARY SEWER WILL BE PROVIDED BY CLAYTON COUNTY WATER AUTHORITY AT THE COMPLETION OF THIS PROJECT. THE ES&PC PLAN MUST BE IN COMPLIANCE WITH WASTE DISPOSAL, SANITARY SEWER, OR SEPTIC TANK REGULATIONS DURING AND

AFTER CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED.

PRODUCT SPECIFIC PRACTICES

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 DAILY INSPECTIONS AND REGULAR PREVENTATIVE MAINTENANCE OF 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.

PAINTS/FINISHES/SALVENTS - 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 MANUFACTURER'S

SPECIFICATIONS AND RECOMMENDATIONS.

CONCRETE TRUCK WASHING - NO CONCRETE TRUCKS WILL BE ALLOWED TO WASH OUT OR DISCHARGE SURPLUS CONCRETE OF

DRUM WASH WATER ONSITE.

FERTILIZER/HERBICIDES - THESE PRODUCTS 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 SEDIMENT CONTROL IF GEORGIA. ANY STORAGE OF THESE MATERIALS WILL BE UNDER ROOF IN SEALED

CONTAINERS.

BUILDING MATERIALS - NO BUILDING MATERIALS 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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1. DISCHARGE OF NEW OR USED OIL, FUEL, LUBRICANTS, ETC. IS PROHIBITED. UTILIZE CONTAINMENT SYSTEMS. RECYCLED USED OILS, CONTAMINATED FUELS AND LUBRICANTS, ILLEGAL DISCHARGES ARE SUBJECT TO FINES AND PENALTIES.

2. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY SEALED CONTAINERS THAT SHALL BE CLEARLY LABELED AND STORED IN A CLEARLY IDENTIFIED AREA. ANY ASPHALT SUBSTANCES USED ON-SITE SHALL BE APPLIED ACCORDING TO THE

MANUFACTURER'S SPECIFICATIONS.

3. FERTILIZERS USED SHALL BE APPLIED IN THE MINIMUM AMOUNTS RECOMMENDED BY THE ANUFACTURER. ONCE APPLIED, FERTILIZER SHALL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. ANY FERTILIZERS THAT ARE TO BE STORED ON-SITE, SHALL BE STORED IN A PROTECTED SECURABLE ENCLOSURE. THE CONTENTS OF ANY PARTIALLY USED BAGS AT FERTILIZERS SHALL BE TRANSFERRED TO A CLEARLY TO A CLEARLY LABELED, SEAL ABLE PLASTIC CONTAINER TO

AVOID SPILLS.

4. CONCRETE TRUCKS SHALL BE ALLOWED TO WASH OUT, DISCHARGE AND DRUM WASH ONLY AT THE IDENTIFIED EQUIPMENT MAINTENANCE AREAS. MAINTENANCE AREAS SHALL BE EQUIPPED WITH A DISCHARGE CONTAINMENT AREA (I.E. EARTH BERMS SURROUNDING AREA). THE CONTAINMENT AREA SHALL BE CLEANED UP AND REMOVED FROM THE SITE UPON

COMPLETION OF CONCRETE INSTALLATION WORK.

5. LOCAL, STATE, AND MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP SHALL BE CLEARLY POSTED AND SITE PERSONNEL SHALL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP

SUPPLIES.

6. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP SHALL BE KEPT IN THE MATERIAL STORAGE AREA ON-SITE.

EQUIPMENT AND MATERIALS SHALL INCLUDE BUT NOT BE LIMITED TO BROOMS, DUSTPANS, MAPS, RAGS, GLOVES, GOGGLES, RESPIRATORS, CAT LITER, SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY FOR

THIS PURPOSE.

7. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY UPON DISCOVERY.

8. THE SPILL AREA SHALL BE KEPT WELL VENTILATED AND PERSONNEL SHALL WEAR THE APPROPRIATE PROTECTIVE

CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE.

9. THE SPILL PREVENTION PLAN SHALL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM

REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED

IT, AND THE CLEANUP MEASURES SHALL ALSO BE INCLUDED.

10. ALL FUEL STORAGE SHALL BE PROVIDED OFFSITE. ALL FUELING AND EQUIPMENT STORAGE SHALL BE PERFORMED AT THE DESIGNATED LOCATION SHOWN ON THE PLANS. A COVERED 55 GALLON DRUM AND A SHOVEL SHALL BE PLACED AT THIS LOCATION. ALL SPILLS DURING FUELING OF LEAKS FROM THE EQUIPMENT SHALL BE REMOVED TO FULL DEPTH OF SOIL CONTAMINATION AND THE SOIL SHALL BE PLACED IN THE DRUM. WHEN THE DRUM IS FULL, DISPOSE OF DRUM PROPERLY IN AN APPROVED ENVIRONMENTAL PROTECTION AGENCY (EPA) HAZARDOUS LAND FILL. FOR SPILLS 25 GALLONS AND GREATER MUST BE REPORTED T O THE EPA AT 1-800-241-4113 AND THE NATIONAL RESPONSE CENTER AT 1-800-424-8802.

THESE PLANS DO NOT AUTHORIZE THE DISCHARGE OF HAZARDOUS MATERIALS OR OILS RESULTING FROM AN ONSITE

SPILL.

SPILL CONTROL PRACTICES USED TO REDUCE POLLUTANTSITEM #

BUILDING MATERIAL STORAGE

PROVIDE COVER (E.G. PLASTIC SHEETING, TEMPORARY ROOFS) FOR BUILDING MATERIALS, BUILDING PRODUCTS, CONSTRUCTION WASTES, TRASH, LANDSCAPE MATERIALS, FERTILIZERS, PESTICIDES, HERBICIDES, DETERGENTS, SANITARY WASTE AND OTHER MATERIALS PRESENT ON THE SITE. COVER WILL BE UTILIZED TO MINIMIZE THE EXPOSURE OF THESE PRODUCTS TO PRECIPITATION AND TO NEGATE STORMWATER DISCHARGE OF POLLUTANTS FROM THESE AREAS.

ITEM #

GRADING RECORD

A GRADING RECORD MUST BE MAINTAINED BY THE CONTRACTOR THROUGHOUT THE DURATION OF CONSTRUCTION. GRADING

REFERENCED IN GAR 100001 PART IV.D.3.A.(1).(A) AND (B).

GRADING ACTIVITIES

GRADING

DESCRIPTION OF ACTIVITY START STOP

STABILIZATION MEASURES

STABILIZATION

MEASURES

DESCRIPTION OF ACTIVITY START STOP

06 / 09 / 2025 09 / 09 / 2025

NOTE:

SOILS INFORMATION SHOWN WAS TAKEN FROM THE ONLINE WEB SOIL SURVEY, DATED 12 / 13 / 2024.

CA CARTECAY LOAM MODERATE 1.98-5.95 POORLY-DRAINED 0%-2% SILTY-CLAY A/D .24 5

CuC 80+ 0.57-1.98 WELL-DRAINED 2%-10% GRANULAR B .20

UD - -

CECIL-URBAN LAND COMPLEX

URBAN LAND

LOAM

SANDY LOAM

SYMBOL SOIL NAME DEPTH

(inches)

ERODIBILITY PERMEABILITY

(inches / hour)

DRAINAGE SLOPE STRUCTURE HYDROLOGIC

SOIL GROUP

EROSION FACTORS

T

TEXTURE

SOIL TYPES

ITEM #

K

NARRATIVE:

THE PROPOSED PROJECT IS LOCATED IN THE 13TH DISTRICT, LAND LOT 78, PARCEL ID(S) ; OF CITY OF FOREST PARK/ CLAYTON COUNTY, GEORGIA. THE SITE IS MORE PARTICULARLY LOCATED AT 5215 WEST STREET, FOREST PARK, GA 30297. THE PROPOSED CONSTRUCTION CONSISTS OF PARTIAL DEMOLITION AND EXPANSION OF THE EXISTING W.A. FOUNTAIN ELEMENTARY SCHOOL. THE PROPOSED EXPANSION WILL TOTAL 255,000 SQUARE FEET. THE PROPOSED CONSTRUCTION WILL ALSO INCLUDE PARKING LOTS AND DRIVE AISLES, LANDSCAPING, AND UTILITIES TO SERVE THE BUILDING AS WELL AS A STORMWATER CONVEYANCE SYSTEM. THIS PHASE OF THE DEVELOPMENT WILL BE FOR THE VERTICAL DEMOLITION OF A PORTION OF THE EXISTING SCHOOL, MODULAR CLASSROOMS, PAVILION AND WOODEN RESTROOM. REFER TO THE REMAINDER OF THE

CONSTRUCTION DOCUMENTS PRIOR TO THE START OF CONSTRUCTION.

THIS PROJECT WILL UNDERGO VERTICAL DEMOLITION WITH THE INITIAL BMP'S IN PLACE. THESE INITIAL BMP'S WILL INCLUDE THE INSTALLATION OF THE SILT FENCE, THE CONSTRUCTION ENTRANCE(S) AND COMPOST FILTER SOCKS. MASS GRADING OPERATIONS WILL BEGIN AFTER THE CLEARING AND GRUBBING IS COMPLETE. THE BMP'S FOR THIS PHASE WILL INCLUDE THE INSTALLATION OF, TEMPORARY SEDIMENT BASINS, TEMPORARY DOWNDRAINS, DIVERSION DITCHES, INLET SEDIMENT TRAPS, EROSION CONTROL MATTING, GRASSING, AND MAINTAINING THE INITIAL BMP'S. PERMANENT STABILIZATION WILL INCLUDE IMPERVIOUS AREAS SUCH AS THE BUILDING, ASPHALT PAVED ACCESS ROADS, AND ASPHALT PAVED PARKING LOTS. PERVIOUS AREAS WILL BE SEEDED WITH PERMANENT GRASSING. STORMWATER DRAINAGE SYSTEMS WILL BE INSTALLED TO CONTROL STORMWATER RUN-OFF AFTER CONSTRUCTION IS COMPLETE. THESE SYSTEMS WILL INCLUDE STORMWATER INLETS, STORM

PIPE AND RIP-RAP FOR OUTLET PROTECTION.

THE SITE IS CURRENTLY DEVELOPED WITH SEVERAL STRUCTURES ON THE PROPERTY. THE SITE HAS SLOPES RANGING FROM 2% TO 50% AND DRAINS INTO JESTER CREEK. THE ADJACENT AREAS INCLUDE FIRST CHAPEL BAPTIST CHURCH TO THE NORTH, CITY OF FOREST PARK POLICE DEPARTMENT TO THE SOUTH, CITY OF FOREST PARK PUBLIC WORKS TO THE WEST, AND

RESIDETNIAL TO THE EAST OF THE PROPERTY.

RECEIVING WATERS::

THE RECEIVING WATERS FOR THE PROJECT SITE IS JESTER CREEK.

A PORTION OF THIS PROPERTY LIES WITHIN THE FLOOD HAZARD ZONES AE AND X, AS PER THE CLAYTON COUNTY F.I.R.M.

COMMUNITY PANEL NO. 13063C0076F DATED: 06/07/2017.

THE STORM WATER FROM THIS SITE DOES NOT DISCHARGE INTO AN IMPAIRED STREAM SEGMENT, OR IS LOCATED WITH IN 1 LINEAR MILE UPSTREAM OF OR WITHIN THE SAME WATERSHED AS, ANY PORTION OF AN BIOTA IMPAIRED STREAM SEGMENT.

STATE WATERS WERE LOCATED ON THE SITE.

THERE ARE NO WETLANDS LOCATED ON THE SITE BASED ON WETLANDS MAPPER DATA DATED 02/19/2025.

SEDIMENTATION BASIN STATEMENT:

DOUBLE ROW SILT FENCE WITH MULCH FILTER BERMS AND COMPOST FILTER SOCKS WILL BE USED IN LIEU OF TRUE SEDIMENTATION BASINS FOR THE VERTICAL DEMOLITION PORTION OF THE PROJECT. REFER TO THE REMAINDER OF THE CONSTRUCTION DOCUMENTS PRIOR TO THE START OF CONSTRUCTION FOR THE EROSION & SEDIMENT CONTROL PLANS ONCE

VERTICAL DEMOLITION HAS CEASED AND SITEWORK HAS BEGUN.

STORMWATER MANAGEMENT STATEMENT:

DURING THE VERTICAL DEMOLITION PHASE OF THIS PROJECT, NO PERMANENT STORMWATER MANAGEMENT FACILITIES WILL BE INSTALLED. DOUBLE ROW SILT FENCE WITH MULCH FILTER BERMS AND COMPOST FILTER SOCKS WILL BE USED TO HELP

REDUCE THE VELOCITY AND RELEASE OF TURBID RUNOFF FROM THE SITE.

BUFFER ENCROACHMENT

NO BUFFER ENCROACHMENTS WILL OCCUR DURING THE VERTICAL DEMOLITION PORTION OF THE PROJECT.

GPS LOCATION OF CONSTRUCTION ENTRANCE(S)

ENTRANCE 1: 33.612087° N, -84.372465° W

ENTRANCE 2: 33.610485° N, -84.372514° W

N.P.D.E.S. PERMIT REQUIREMENTS FOR PART IV SECTION D

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ALL PARTIES INVOLVED WITH THE COMPLETION OF THE PROPOSED PROJECT SHALL READ, FAMILIARIZE THEMSELVES AND

COMPLY WITH GENERAL PERMIT NO. GAR 100001.

THE PLAN SHALL INCLUDE, AS A MINIMUM, BEST MANAGEMENT PRACTICES, INCLUDING SOUND CONSERVATION AND ENGINEERING PRACTICES TO PREVENT AND MINIMIZE EROSION AND RESULTANT SEDIMENTATION, WHICH ARE CONSISTENT WITH, AND NO LESS STRINGENT THAN, THOSE PRACTICES CONTAINED IN THE "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" (MANUAL) PUBLISHED BY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH THE LAND-DISTURBING ACTIVITY WAS PERMITTED AND O.C.G.A. 12-7-6, AS WELL AS THE FOLLOWING:

PART I.COVERAGE UNDER THIS PERMIT

C. ELIGIBILITY.

1. CONSTRUCTION ACTIVITIES. THIS PERMIT AUTHORIZES, SUBJECT TO THE CONDITIONS OF THIS PERMIT:

A. ALL DISCHARGES OF STORM WATER ASSOCIATED WITH STAND ALONE CONSTRUCTION PROJECTS THAT WILL

RESULT IN LAND DISTURBANCE EQUAL TO OR GREATER THAN ONE (1) ACRE OCCURRING ON OR BEFORE, AND CONTINUING AFTER, THE EFFECTIVE DATE OF THIS PERMIT, (HENCEFORTH REFERRED TO AS EXISTING STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES) EXCEPT FOR DISCHARGES IDENTIFIED UNDER PART I.C.3.;

AND

B. ALL DISCHARGES OF STORM WATER ASSOCIATED WITH STAND ALONE CONSTRUCTION PROJECTS THAT WILL RESULT IN LAND DISTURBANCE EQUAL TO OR GREATER THAN ONE (1) ACRE OCCURRING AFTER THE EFFECTIVE DATE OF THIS PERMIT, (HENCEFORTH REFERRED TO AS EXISTING STORM WATER DISCHARGES FROM

CONSTRUCTION ACTIVITIES).

C. COVERAGE UNDER THIS PERMIT IS NOT REQUIRED FOR DISCHARGES OF STORM WATER ASSOCIATED WITH MINOR LAND DISTURBING ACTIVITIES (SUCH AS HOME GARDENS AND INDIVIDUAL HOME LANDSCAPING, REPAIRS, MAINTENANCE WORK, FENCES AND OTHER RELATED ACTIVITIES WHICH RESULT IN MINOR SOIL EROSION) CONDUCTED OUTSIDE OF THE 25 FOOT BUFFER ALONG THE BANKS OF ALL STATE WATERS REQUIRING A BUFFER AND OUTSIDE OF THE 50 FOOT BUFFER ALONG THE BANKS OF ALL STATE WATERS CLASSIFIED AS 'TROUT STREAMS' REQUIRING A BUFFER ON INDIVIDUAL RESIDENTIAL LOTS SOLD TO HOMEOWNERS WHERE ALL PLANNED CONSTRUCTION ACTIVITIES ON THAT LOT HAVE BEEN COMPLETED AND HAVE UNDERGONE FINAL STABILIZATION.

2. MIXED STORM WATER DISCHARGES. THIS PERMIT MAY ONLY AUTHORIZE A STORM WATER DISCHARGE FROM A CONSTRUCTION SITE OR CONSTRUCTION ACTIVITIES THAT IS MIXED WITH A STORM WATER DISCHARGE FROM AN

INDUSTRIAL SOURCE OR ACTIVITY OTHER THAN CONSTRUCTION WHERE:

A. THE INDUSTRIAL SOURCE OR ACTIVITY OTHER THAN CONSTRUCTION IS LOCATED ON THE SAME SITE AS THE

CONSTRUCTION ACTIVITY AND IS AN INTEGRAL PART OF THE CONSTRUCTION ACTIVITY;

B. THE STORM WATER DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE AREAS OF THE SITE WHERE CONSTRUCTION ACTIVITIES ARE OCCURRING ARE IN COMPLIANCE WITH THE…