Drawings.pdf

PDF 10 MB Posted Sep 26, 2024

Attached to: REPAIR DRAINAGE/ CONTOUR GRADING Federal contract opportunity
Solicitation number: 140P5124R0006
Issued by: Department of the Interior National Park Service Southeast Region

About this file

Written by GovTribe AI · Sep 26, 2024

The provided file is a set of Drawings related to the federal contract opportunity for the Repair Drainage and Grading project at Andersonville National Cemetery, Andersonville National Historic Site in Andersonville, Georgia.

The federal contract opportunity, Solicitation Number 140P5124R0006, is seeking services to repair the drainage and contour grading at the Andersonville National Cemetery. The opportunity is being issued by the Department of the Interior National Park Service Southeast Region. The project requires repairing the drainage and grading to address site issues. The drawings provide details on the scope of work and requirements for the repair and grading effort. No additional details on response dates, award information, pricing terms, or set asides are provided in the drawings file.

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Other files for this federal contract opportunity

Other files attached to REPAIR DRAINAGE/ CONTOUR GRADING, newest first.
File	Type	Posted
Sol_140P5124R0006_Amd_0002.pdf	PDF	Nov 5, 2024
Questions_and_Answers_Sol_140P5124R0006_0001.pdf	PDF	Oct 24, 2024
Sol_140P5124R0006_Amd_0001.pdf	PDF	Oct 24, 2024
Geotechnical_Soil_Report__Sol_140P5124R0006_0001.pdf	PDF	Oct 24, 2024
Price_Schedule.pdf	PDF	Sep 26, 2024
Wage_Determination.pdf	PDF	Sep 26, 2024
Sol_140P5124R0006.pdf	PDF	Sep 26, 2024
Specification.pdf	PDF	Sep 26, 2024
Bid_Bond.pdf	PDF	Sep 26, 2024
Past_Performance.docx	DOCX document	Sep 26, 2024
Construction_Contract_Administration.pdf	PDF	Sep 26, 2024

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N N

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OF ENGINEERS

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ISSUED FOR CONSTRUCTION

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PROJECT LOCATION

INDEX OF DRAWINGS

SHEET NUMBER SHEET TITLE

G-001 COVER SHEET

G-002 GENERAL NOTES

G-003 CONTRACTOR ACCESS ROUTE

V-101 EXISTING CONDITIONS

CS101 SITE PLAN

CG101 GRADING PLAN

C-501 TREE PLANTING DETAIL

CG301 CROSS SECTIONS

CG302 CROSS SECTIONS

CE001 EROSION CONTROL NOTES

CE002 EROSION CONTROL NOTES

CE003 EROSION CONTROL NOTES

CE004 EROSION CONTROL NOTES

CE005 EROSION CONTROL NOTES

CE101 EROSION CONTROL - INITIAL PHASE

CE102 EROSION CONTROL - FINAL PHASE

CE501 EROSION CONTROL DETAILS

CE502 EROSION CONTROL DETAILS

CE503 EROSION CONTROL DETAILS

US ARMY CORPS

OF ENGINEERS

SAVANNAH DISTRICT

ANDERSONVILLE NATIONAL CEMETERY

REHABILITATION PROJECT

ANDERSONVILLE, GEORGIA

CONTRACT NO.: W912HN18D2001

TASK ORDER NO.: W912HN21F2016

ISSUE DATE: DECEMBER 2023

6302 FAIRVIEW ROAD #600

CHARLOTTE, NC 28210

E-MAIL: ZAPATA@ZAPATAINC.COM

PHONE: (704) 358-8240

FAX: (704) 358-8342

WEB SITE: WWW.ZAPATAINC.COM

TRUST INTEGRITY QUALITY

PROFESSIONAL

No. PE041834

REGISTERED

E N G I N E E R

E O R G I A

HEATHER E. MCARTHU

R12/11/2023

CERT IFICATE OF AUTHORIZAT

ZAPATA

INCORPORATED

No. C02121

GEO R G IA

N N

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B Y:

C H

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B Y:

SHEET ID

US ARMY CORPS

OF ENGINEERS

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ISSUED FOR CONSTRUCTION

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GENERAL NOTES

1. CONTRACTOR SHALL NOTIFY "GEORGIA811 CALL BEFORE YOU DIG,

WWW.GEORGIA811.COM" ONE CALL AT LEAST 72 HOURS BEFORE

EXCAVATING. CONTRACTOR TO NOTIFY UTILITY LOCATOR SERVICES FIVE

(5) DAYS PRIOR TO EXCAVATION. THE CONTRACTOR SHALL OUTLINE THE

LIMITS OF EXCAVATION WITH WHITE PAINT PRIOR TO THE ARRIVAL OF THE

UTILITY LOCATOR.

2. CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE

CONTRACTING REPRESENTATIVE PRIOR TO COMMENCING OF THE

CONSTRUCTION ACTIVITIES.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB

SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH

OSHA STANDARDS, LOCAL REQUIREMENTS AND GOVERNMENT

REQUIREMENTS.

4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH

IMPERVIOUS SURFACES (BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL

RECEIVE EIGHT(8) INCHES OF TOPSOIL AND SHALL BE SODDED, UNLESS

OTHERWISE NOTED.

5. WORK WITHIN THE RIGHTS-OF-WAY SHALL CONFORM TO GOVERNMENT

STANDARDS.

6. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY

CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN NECESSARY

PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH THE WORK

INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE

CONTRACT DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS,

SIDEWALKS, AND FIRE HYDRANTS WITHOUT APPROPRIATE PERMITS OR

GOVERNMENT APPROVAL.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A THIRD PARTY TO

PERFORM THE REQUIRED EROSION CONTROL INSPECTIONS, SAMPLING

AND PROVIDE REPORTS TO THE CONTRACTOR AND THE GOVERNMENT PER

THE EROSION CONTROL PERMIT REQUIREMENTS.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REPORTING OF

VIOLATIONS PER PERMIT REQUIREMENTS AND PAYING ANY FINES

ASSOCIATED WITH VIOLATIONS.

9. CONTRACTOR SHALL COORDINATE ALL INSTALLATION WORK ALONG ROADS

WITH THE CONTRACTING OFFICER.

10. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE

CONTRACTOR'S OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR

TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE AS SOON

AS PRACTICABLE.

11. IN THE EVENT THAT SUSPECTED CONTAMINATED SOILS ARE ENCOUNTERED

DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,

OLFACTORY, OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK

IN THE VICINITY OF THE SUSPECT MATERIAL TO AVOID FURTHER

SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER

IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT

ACTION CAN BE TAKEN.

12. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM

EXITING THE SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS

AND CORRECTIVE ACTION IF SUCH OCCURS. CONTRACTOR SHALL DISPOSE

OF DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND

LOCAL REGULATIONS, ORDINANCES, AND STATUTES.

13. CONTRACTOR SHALL AVOID USING STEEL TRACKS ON ROADS. DAMAGE

RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO GOVERNMENT.

14. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING

CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFF SITE AREAS, AND

SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO

COST TO GOVERNMENT. ALL PAVEMENT, DITCHES, CURB AND GUTTER,

UTILITIES, DRIVEWAYS, SIDEWALKS, SIGNS, FENCES, ETC. DISTURBED

DURING CONSTRUCTION SHALL BE REPAIRED AND/OR RESTORED TO THE

SATISFACTION OF THE GOVERNMENT.

15. ALL ON SITE VEHICLE TRANSPORTATION ROUTES SHALL BE TEMPORARILY

STABILIZED WITH STONE IMMEDIATELY AFTER GRADING TO PROVIDE READY

ACCESS FOR EMERGENCY VEHICLES TO TRAVEL THROUGH AND AROUND

THE CONSTRUCTION SITE DURING BOTH DRY AND WET WEATHER.

16. LANDSCAPING AND SITE IMPROVEMENTS SHALL BE INSTALLED AND

MAINTAINED SO AS NOT TO INTERFERE WITH SITE DISTANCE NEEDS OF

DRIVERS WITHIN PARKING AREA AND IN ENTRANCE AND EXIT AREAS.

17. EXCESS EXCAVATION MATERIAL SHALL BE LEGALLY DISPOSED OF OFF SITE

BY THE CONTRACTOR. NO SPOILS SHALL BE STORED ON SITE BEYOND

SUBSTANTIAL COMPLETION.

18. CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND SEQUENCING

OF DEMOLITION AS DESCRIBED BY THESE DOCUMENTS AND

SPECIFICATIONS. CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS.

19. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DEMOLITION OR

RELOCATION WITH APPLICABLE UTILITY COMPANIES, IE, GAS, CABLE,

POWER, TELEPHONE, WATER, SEWER, ETC.

20. EQUIPMENT OPERATION, ACTIVITIES, OR PROCESSES PERFORMED BY THE

CONTRACTOR SHALL BE IN ACCORDANCE WITH ALL FEDERAL AND STATE

AIR EMISSION AND PERFORMANCE LAWS AND STANDARDS.

21. CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING

CONSTRUCTION PER WORK AREA TRAFFIC CONTROL HANDBOOK

STANDARDS. (W.A.T.C.H.)

22. SOLID WASTES (EXCLUDING CLEARING DEBRIS) SHALL BE PLACED IN

CONTAINERS WHICH ARE EMPTIED ON A REGULAR SCHEDULE. HANDLING,

STORAGE, AND DISPOSAL SHALL BE CONDUCTED TO PREVENT

CONTAMINATION. SEGREGATION MEASURES SHALL BE EMPLOYED SO THAT

NO HAZARDOUS OR TOXIC WASTE WILL BECOME CO-MINGLED WITH SOLID

WASTE. THE CONTRACTOR SHALL TRANSPORT SOLID WASTE OFF

GOVERNMENT PROPERTY AND DISPOSE OF IT IN COMPLIANCE WITH

FEDERAL, STATE AND LOCAL REQUIREMENTS FOR SOLID WASTE DISPOSAL.

A SUBTITLED RCRA PERMITTED LANDFILL SHALL BE THE MINIMUM

ACCEPTABLE OFF-SITE SOLID WASTE DISPOSAL OPTION. THE

CONTRACTOR SHALL VERIFY THAT THE SELECTED TRANSPORTERS AND

DISPOSAL FACILITIES HAVE THE NECESSARY PERMITS AND LICENSES TO

OPERATE. THE CONTRACTOR SHALL COMPLY WITH FEDERAL, STATE AND

LOCAL LAWS AND REGULATIONS PERTAINING TO THE USE OF LANDFILL

AREAS.

23. PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES, THE CONTRACTOR

SHALL MARK THE AREAS THAT NEED NOT BE DISTURBED UNDER THIS

CONTRACT. ISOLATED AREAS WITHIN THE GENERAL WORK AREA WHICH

ARE NOT TO BE DISTURBED SHALL BE MARKED OR FENCED. MONUMENTS

AND MARKERS SHALL BE PROTECTED BEFORE CONSTRUCTION

OPERATIONS COMMENCE.

24. THE CONTRACTOR SHALL MONITOR CONSTRUCTION ACTIVITIES TO

PREVENT POLLUTION OF SURFACE AND GROUND WATERS AND SHALL

COMPLY WITH THE CLEAN WATER ACT SECTION 404 REGULATIONS.

25. ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED.

26. CONTRACTOR SHALL ESTABLISH AND VERIFY POINT OF BEGINNING (P.O.B)

AND STAKE SITE AS INDICATED ON CONSTRUCTION DOCUMENTS PRIOR TO

COMMENCEMENT OF CONSTRUCTION. NOTIFY THE CONTRACTING OFFICER

IMMEDIATELY OF ANY DISCREPANCIES.

27. ALL DETAILS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH

SPECIFICATIONS AND CONSTRUCTION DOCUMENTS.

28. ALL EXCAVATIONS MUST BE PERFORMED SO THAT THE SITE AND THE AREA

IMMEDIATELY SURROUNDING THE SITE WHICH AFFECTS CONSTRUCTION

OPERATIONS WILL BE CONTINUALLY AND EFFECTIVELY DRAINED. THE

CONTRACTOR MUST PROVIDE DRAINAGE AND DE-WATERING AS REQUIRED

TO ENSURE THE SUB-GRADE SOILS REMAIN DRY AND FIRM UNTIL AFTER

TOPSOIL IS PLACED. REMOVAL OF SURFACE WATER, GROUNDWATER, AND

ANY PERCHED WATER CONDITIONS, WHICH MIGHT BE ENCOUNTERED

DURING EXCAVATIONS, SHALL BE ACCOMPLISHED BY APPROVED MEANS.

REFER TO SPECIFICATION 31 00 00 EARTHWORK FOR ADDITIONAL

REQUIREMENTS. NOTIFY CONTRACTING OFFICER'S REPRESENTATIVE

IMMEDIATELY OF ANY DISCREPANCIES.

29. IF ANY SOIL CONTAMINATION IS ENCOUNTERED DURING CONSTRUCTION

OPERATIONS (ODORS AND/OR STAINED SOILS), WORK SHALL BE HALTED

AND THE CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER

IMMEDIATELY.

LAYOUT AND MATERIALS NOTES

1. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY

EXISTING ELEVATIONS AT INTERFACE WITH THE PROPOSED GROUND

ELEVATIONS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND

PROPOSED FACILITIES.

2. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC

REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR ACTUAL

DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL

REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE,

SHOP DRAWINGS, AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS

FOR LAYOUT OF THE PROJECT FEATURES.

EXISTING CONDITIONS NOTES

1. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS

PLAN ARE BASED ON FIELD OBSERVATION DESIGNATIONS. THEY ARE NOT

WARRANTED TO BE EXACTLY LOCATED NOR IS IT WARRANTED THAT ALL

UNDERGROUND UTILITIES OR OTHER STRUCTURES ARE SHOWN ON THIS

PLAN.

2. ELEVATIONS HEREON ARE IN FEET: 100.00'.

3. TOPOGRAPHIC SURVEY WAS PERFORMED BY JAMES D. JACARUSO, NC PLS

L-3706 USACE, WILMINGTON DISTRICT ON MARCH 20-24, 2017. HORIZONTAL

REFERENCE: GEORGIA (WEST) STATE PLANE COORDINATE SYSTEM: NAD

1983 (2011), US SURVEY FEET AND NAVD 1988 FOR VERTICAL CONTROLS.

4. FIELD VERIFY INFORMATION SHOWN ON THE SURVEY PRIOR TO ANY

CONSTRUCTION WORK.

BORROW NOTES

1. CONTRACTOR MUST OBTAIN BORROW MATERIAL FROM APPROVED PRIVATE

SOURCES.

2. CONTRACTOR IS RESPONSIBLE TO ENSURE BORROW AREA HAS AN

APPROVED EROSION CONTROL PERMIT AND APPROPRIATE MEASURES IN

PLACE PRIOR TO ANY LAND DISTURBING ACTIVITY.

VEGETATION

1. THE CEMETERY’S VEGETATION CONSISTS PRIMARILY OF A MANICURED

ZOYSIA GRASS (ZOYSIA SPP.) TURF INTERSPERSED WITH RECENTLY

PLANTED AND MATURE HISTORIC TREES. TREES IN THE STUDY AREA AND

ACCESS ROUTES INCLUDE CEDAR(CEDRUS DEODARA) AND MAGNOLIA

(MAGNOLIA GRANDIFLORA). .

2. PRESERVE MATURE TREES WITHIN THE PROJECT, ACCESS, AND STAGING

AREAS.

3. RESTRICT ACCESS ALONG THE EASTWARD ROUTE (THE DIRT ROUTE

LEADING EAST ALONG THE HISTORIC WALL FROM THE GEORGIA

MONUMENT) TO FOOT TRAFFIC.

4. ROUTE VEHICULAR CONSTRUCTION ACCESS TO SECTION Q TO THE

SOUTHWARD ACCESS ROUTE (THE ROUTE LEADING SOUTH FROM THE

ROSTRUM AREA), WHERE TREE ROOTS ARE NOT AN ISSUE.

5. BEFORE EXCAVATION, THE PROJECT AREA SHALL BE SURVEYED BY A

BOTANIST AND HISTORICAL LANDSCAPE ARCHITECT TO IDENTIFY ANY

TREES THAT SHOULD BE PRESERVED AS SHOWN ON THIS DRAWINGS.

6. PRESERVE AND REHABILITATE TURF IN SECTION Q AND ACCESS

ROUTES.TURF WILL BE RETURNED IN ALL AREAS WHERE IT WAS REMOVED,

AS WELL AS IN AREAS THAT MAY REQUIRE SODDING TO CREATE A

CONSISTENT SETTING.

7. MATCH NEW TURF TO EXISTING TURF. EXISTING TURF IS A ZOYSIA VARIETY,

AND NEW TURF SHOULD BE THAT SAME VARIETY/CULTIVAR. IDENTIFY THE

EXISTING TURF VARIETY/CULTIVAR AND ENSURE THAT THE SAME WILL BE

USED AS REPLACEMENT.

8. ENSURE ADEQUATE TOPSOIL LAYER IS PROVIDED THROUGHOUT THE

PROJECT AREA TO PROVIDE AN OPTIMUM SOIL BASE FOR TURF GROWTH.

USE SOD – RATHER THAN SEED – FOR TURF REESTABLISHMENT. NEW SOD

SHALL BE INSPECTED FOR INVASIVE WEED SPECIES AND REJECTED IF ANY

ARE FOUND. SIMILARLY, SITE BE FREE OF INVASIVE WEED SPECIES PRIOR

TO SODDING.

9. PRESERVE THE TOPSOIL WITHIN THE PROJECT, ACCESS, AND STAGING

AREAS.

GRADING

1. ENSURE ALL REGRADED AREAS ARE ULTIMATELY PROVIDED WITH AN

APPROPRIATE DEPTH OF TOPSOIL.

2. TEST AREAS IN THE CEMETERY TO DETERMINE THE EXISTING DEPTH OF

TOPSOIL IN UNDISTURBED LOCATIONS AND ENSURE THAT THE SAME DEPTH

IS RETURNED TO ALL REGRADED AREAS WITH TOPSOIL TO A DEPTH OF 8”

OR MORE.

3. ENSURE THAT REGRADED AREAS OF SECTION Q WHERE TOPSOIL DID NOT

EXIST, OR HAD BEEN REMOVED AND STORED, ARE EXCAVATED TO A DEPTH

THAT WILL ACCOMMODATE REINTRODUCTION OF TOPSOIL, AND STILL

MAINTAIN THE DESIRED DEPTH AND SLOPE.

4. AFTER GRADING, RETURN RETAINED TOPSOIL TO SECTION Q.

5. IN THE EVENT NOT ENOUGH PRESERVED OR STORED TOPSOIL REMAINS,

INTRODUCE NEW NATIVE TOPSOIL TO PROVIDE AN NPS-APPROVED

TOPSOIL DEPTH.

6. NEW TOPSOIL SHOULD MATCH THE PROFILE OF THE EXISTING SOIL SERIES

AND BE FREE OF WEED SEEDS AND OTHER UNDESIRABLE MATTER (E.G. AN

EXCESS OF STONES, BRANCHES, TRASH).

7. TO PREVENT RESOURCE DAMAGE, MOTORIZED EQUIPMENT SHOULD NOT

BE USED IN AN AREA EXTENDING FIFTEEN FEET (15’) OUT FROM THE

CEMETERY WALL ON EITHER SIDE. ALL EXCAVATION WITHIN THE 15’

FOOTPRINT SHOULD BE ACCOMPLISHED BY HAND.

CEMETERY OPERATIONS

1. ANDERSONVILLE NATIONAL CEMETERY IS STILL ACTIVELY USED FOR

BURIALS. OTHER PORTIONS OF THE CEMETERY WILL CONTINUE TO BE

MAINTAINED AND USED FOR BURIALS DURING THE RE-GRADING PROJECT.

2. ACCESS ROUTES TO ADJACENT CEMETERY SECTIONS MUST BE

MAINTAINED. BEFORE THE PROJECT COMMENCES.

3. WHEN FUNERALS ARE IN PROGRESS AT THE ROSTRUM, THE ROSTRUM

AREA AND EXCESS NOISE DISTURBANCE THAT COULD IMPACT GRIEVING

FAMILIES SHOULD BE AVOIDED.

4. SPECIAL EVENTS SUCH AS AVENUE OF FLAGS OR MEMORIAL DAY COULD

TEMPORARILY IMPEDE ACCESS TO PROJECT AREA. MAKE CONTINGENCY

PLANS FOR APPROPRIATE MODIFICATIONS OR ACCOMMODATIONS FOR

PATRONS DURING CONSTRUCTION.

NATURAL FEATURES

1. GOPHER TORTOISES HAVE BEEN DOCUMENTED IN THE PARK, ALTHOUGH

THEY ARE RARE. TORTOISE IS A CANDIDATE SPECIES, PROPOSED FOR

LISTING AS FEDERALLY THREATENED. IT IS ALSO CONSIDERED A KEYSTONE

SPECIES AND MUST BE PROTECTED AS REQUIRED BY STATE AND FEDERAL

LAW.

2. PRIOR TO PROJECT ACTIVITY, ESTABLISH A LIST OF THREATENED AND

ENDANGERED PLANT AND ANIMAL SPECIES THAT COULD OCCUR IN THE

PARK. PROJECT DESIGN SHOULD INCLUDE INFORMATION ON THESE

SPECIES AND DICTATE THAT IF A LISTED SPECIES IS DISCOVERED IN A

PROJECT ZONE, WORK IN THAT AREA WILL CEASE AND PROJECT

PERSONNEL WILL IMMEDIATELY NOTIFY AND CONSULT WITH NATIONAL

PARK SERVICE NATURAL RESOURCE PERSONNEL.

3. GOPHER TORTOISE BURROWS HAVE A DISTINCTIVE SHAPE AND CAN

EXTEND FIFTEEN TO FORTY FEET (15-40’) FROM THE OPENING. IF A BURROW

IS FOUND, WORK WITHIN FORTY FEET (40’) OF THE BURROW ENTRANCE

WILL CEASE AND PROJECT PERSONNEL WILL IMMEDIATELY NOTIFY AND

CONSULT WITH NATIONAL PARK SERVICE NATURAL RESOURCE

PERSONNEL.

GENERAL NOTES STANDARD SYMBOLS

GRAVEL

GRASS

MAJOR CONTOURS

MINOR CONTOURS

SPOT ELEVATION

BENCHMARK

PROPOSED

100.00

BM1

ELEV: XXX

EXISTING

100.00

PT #

ELEV.

SURFACE TYPE

HEADWALL

SURFACE FLOW ARROW

OUTLET CONTROL STRUCTURE

AREA INLET

JUNCTION BOX

WATERLINE

SANITARY SEWER LINE

OVERHEAD ELECTRIC LINE

UNDERGROUND ELECTRIC LINE

SILT FENCE

STORM DRAIN LINE

VALVE

SANITARY SEWER MANHOLE

CLEANOUT

JUNCTION BOX

DROP INLET/YARD DRAIN

POWER/LIGHT POLE

FIRE HYDRANT

POST INDICATOR VALVE

BACKFLOW PREVENTER

WATER METER

PIV

BFP

T TRANSFORMER

LIGHT POLE

AREA INLET

6" DOUBLE DETECTIVE CHECK VALVE

FIRE DEPARTMENT CONNECTION

LIMITS OF DISTURBED AREA

FIBER OPTIC LINE

TELECOMMUNICATIONS LINE

TREE/BUSH (INDIVIDUAL)

TREELINE

BOLLARD

PROJECT BOUNDARY

PROFESSIONAL

No. PE041834

REGISTERED

E N G I N E E R

E O R G I A

HEATHER E. MCARTHU

R12/11/2023

CERTIFICATE OF AUTHORIZAT

ZAPATA

INCORPORATED

N N

D R

B Y:

C H

D B

B Y:

SHEET ID

US ARMY CORPS

OF ENGINEERS

E D

D B

C R

O N

C O

N O

2H N

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C O

D E:

U .S

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P R

C T

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E, N C

2 3 4 5

6 7 8 9 10

G -0

G N

M on da y, D ec em be r

, 2

ISSUED FOR CONSTRUCTION

C O

R A

C C

R O

G-003

R . F

R F

H . M

TRUE

NORTH

GA 49

G A

SCALE: NTS1 CONTRACTOR ACCESS - PLAN VIEW

CONTRACTOR

LAYDOWN AREA

PROJECT

AREA

R O

ROSTRUM

ACCESS ROUTE

PROFESSIONAL

No. PE041834

REGISTERED

E N G I N E E R

E O R G I A

HEATHER E. MCARTHU

R12/11/2023

CERTIFICATE OF AUTHORIZAT

ZAPATA

INCORPORATED

0 420

420420

415415

410410

C B

K F

E F

K K

HHP

G P

A B

B C

4 FT. HIGH HISTORIC

BRICK WALL

16-INCH BRICK CULVERT

UNDER BRICK WALL

INVERT=404.11-FT

GRATED ARCHWAY

2.0-FT X 6.0-FT

DRAINAGE FEATURE

INVERT=398.52-FT

GEORGIA

MONUMENT

CONNECTICUT

MONUMENT

ROSTRUM

PARK MAIN

OFFICE

PARK GATE

GATE

34" DECIDUOUS TREE

32" DECIDUOUS TREE

30" DECIDUOUS TREE

26" DECIDUOUS

TREE

17" DECIDUOUS TREE

(TO BE REMOVED)

SECTION J

SECTION K

SECTION J

SECTION Q

ROW OF EXISTING

HEADSTONES (TYP)

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B Y:

C H

D B

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SHEET ID

US ARMY CORPS

OF ENGINEERS

E D

D B

C R

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C O

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2 3 4 5

6 7 8 9 10

V-

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M on da y, D ec em be r

, 2

ISSUED FOR CONSTRUCTION

G C

O N

V-101

R . F

R F

H . M

PLAN

NORTH

TRUE

NORTH

080 80 160

SCALE: 1" = 80'

NOTES:

SURVEY PERFORMED BY JAMES D. JACARUSO, NC PLS L-3706

USACE, WILMINGTON DISTRICT

69 DARLINGTON AVENUE, WILMINGTON NC, 28403

910-251-4780 (OFFICE)

910-409-8875 (CELL)

HORIZONTAL REFERENCE: GEORGIA (WEST) STATE PLANE COORDINATE

SYSTEM: NAD 1983 (2011), US SURVEY FEET.

VERTICAL REFERENCE: NAVD 1988, US SURVEY FEET.

FIELD SURVEY: 20-24 MARCH 2017

FIELD WORK PERFORMED WITH CHC I80 DUAL FREQUENCY SURVEY GRADE

GNSS RECEIVERS, UTILIZING A LOCAL BASE STATION ESTABLISHED THROUGH

STATIC OBSERVATIONS AND NGS OPUS, AND NIKON DTM-322 TOTAL STATION

WITH CARLSON SURVEYOR 2 DATA COLLECTORS RUNNING SurvCE 5

SOFTWARE.

TWO EXISTING SURVEY MONUMENTS OF UNKNOWN ORIGIN AND UNKNOWN

DESIGNATION WERE FOUND ONSITE. EACH WERE OBSERVED WITH LOCAL RTK

GPS FOR A MINIMUM OF 5-MINUTES AS A MEANS FOR LEAVING HORIZONTAL

AND VERTICAL CONTROL FOR FUTURE SURVEYS AND CONSTRUCTION

RELATIVE TO THIS SURVEY EFFORT.

BM-1

N 800712.68-FT

E 2307390.72-FT

Z 424.80-FT

BM-2

N 802113.86-FT

E 2307643.56-FT

Z 428.22-FT

NO SUBSURFACE UTILITIES WERE MARKED OR SURVEYED.

NO PROPERTY BOUNDARIES WERE SURVEYED.

AREA INTERIOR OF BRICK AND STONE WALL BY COORDINATE METHOD = 27.06

ACRES

THE SURVEY EXTENTS ARE DEFINED BY THE INTERIOR BASE OF THE BICK

PERIMETER WALL, EXCEPT IN THE SOUTHEAST CORNER WHERE THE MAJORITY

OF ALL STORM WATER EXITS THE PROPERTY.

IN THE SOUTHWEST CORNER, THE SURVEY EXTENTS FOLLOW THE NATURAL

DRAIN TO A 36-INCH RCP AND INCLUDE THE EXTERIOR BASE OF THE

PERIMETER WALL

DURING FIELD DATA COLLECTION, MANY OF THE EXISTING DRAINAGE

FEATURES WERE OBSERVED TO BE "FULL" OR "CLOGGED" WITH DEBRIS,

PREVENTING THEM FROM FUNCTIONING PROPERLY.

SURVEY OF LARGE MAGNOLIA TREES CONSISTS OF THE DRIP LINE PERIMETER.

MULTI-TRUNK TREES WERE COMBINED INTO SINGLE TREEES WITH A SINGLE

DIAMETER AT

BREAST HEIGH MEASUREMENT.

LEGEND:

DECIDUOUS TREE W/DBH

CONIFEROUS TREE W/DBH

4X4 NUMBERED TOUR POST

DROP INLET

EXTERIOR BUILDING WALL

HEADSTONE ALIGNMENT

SIGN

CONCRETE SECTION MARKER

Scale: 1' = 80'1 EXISTING CONDITIONS

C B

C B Q

LIMITS OF USABLE BURIAL AREA

APPROX. 1.08 AC.

SEE NOTE 1.

ROW OF EXISTING

HEADSTONES( TYP)

BURIAL

SITES

N: 801088.11 E: 2307832.96

N: 801067.26 E: 2307673.07

N: 801042.30 E: 2307673.20

N: 801042.25 E: 2307663.20

N: 800783.01 E: 2307814.59

N: 801028.11 E: 2307833.28 N: 801008.06

E: 2307823.39

5' X 10' BURIAL PLOT

(TYP)

VEHICULAR

ACCESS

GRATED ARCHWAY 2.0-FT X 6.0-FT

DRAINAGE FEATURE

INVERT=398.52-FT

34"

DECIDUOUS

TREE

32"

DECIDUOUS

TREE

26" DECIDUOUS

TREE

16-INCH BRICK CULVERT

UNDER BRICK WALL

INVERT=404.11-FT

4' HISTORIC

WALL

LIMITS OF DISTURBANCE.

APPROX. 2.33 AC.

30" DECIDUOUS TREE

SECTION J

15' BUFFER FOR WALL PROTECTION.

NO VEHICULAR ACCESS

15' BUFFER FOR

WALL PROTECTION

PROPOSED TREE

REPLACEMENT.

SEE NOTE 6.

SECTION Q

PROJECT BOUNDARY

APPROX. 2.50 AC.

N: 800932.60 E: 2307737.83

23' WIDE

ACCESS PATH

N: 801008.01 E: 2307813.39

N: 800782.42 E: 2307704.59

N: 800787.42 E: 2307704.56

N: 800787.19 E: 2307664.56

N: 800912.21 E: 2307663.90

N: 800912.16 E: 2307653.90

N: 801072.42 E: 2307703.04

N: 801067.42 E: 2307703.07

N: 801072.58 E: 2307733.04

N: 801077.58 E: 2307733.02

N: 801077.74 E: 2307763.02

N: 801082.74 E: 2307762.99

N: 801082.90 E: 2307792.99

N: 801087.90 E: 2307792.96

305.00'

N: 800982.25 E: 2307663.48

N: 800982.20 E: 2307653.48

N N

D R

B Y:

C H

D B

B Y:

SHEET ID

US ARMY CORPS

OF ENGINEERS

E D

D B

C R

O N

C O

N O

2H N

R Y

C O

D E:

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

P R

C T

E, G

R G

G R

O U

P, IN

S U

C H

E, N C

2 3 4 5

6 7 8 9 10

C S1

G N

M on da y, D ec em be r

, 2

ISSUED FOR CONSTRUCTION

CS101

W .A

H N

W .A

H N

H . M

SCALE: 1" = 30'1 SITE PLAN - SECTION Q

PLAN

NORTH

TRUE

NORTH

KEY MAP

SCALE: 1" = 30'

30 30 60

NOTES:

1. USEABLE BURIAL AREA SHOWN IS WITHIN THE PROJECT'S SCOPE OF WORK ONLY.

EXCEPT FOR SLOPES OF 1V:4H (SEE GRADING SHEET CG101), ADDITIONAL BURIAL

PLOTS ARE AT THE DISCRETION OF THE NATIONAL PARK SERVICE (NPS).

2. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL NPS, LOCAL CITY/ COUNTY,

STATEWIDE REGULATIONS AND CODES AND O.S.H.A. STANDARDS.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT

LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, & POLES, ETC. AS REQUIRED. ALL

WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND

SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.

4. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE SITE WORK

SPECIFICATIONS.

5. REMOVE TEMPORARY SAFETY BARRIERS AT COMPLETION OF CONSTRUCTION.

6. PROPOSED TREE REPLACEMENT:

BOTANICAL NAME: CEDRUS DEODARA

COMMON NAME: DEODAR CEDAR.

QUANTITY: 1.

HEIGHT: 12'-14'.

SPREAD: 12-14'

CALIPER: 3"

METHOD: PIT

DUG: B&B

WELL DEVELOPED.

PROFESSIONAL

No. PE041834

REGISTERED

E N G I N E E R

E O R G I A

HEATHER E. MCARTHU

R12/11/2023

CERTIFICATE OF AUTHORIZAT

ZAPATA

INCORPORATED

GEO R GIA

C B

C B Q

ROW OF EXISTING

HEADSTONES( TYP)

15' WIDE

ACCESS PATH

B C D E

GRATED ARCHWAY 2.0-FT X 6.0-FT

DRAINAGE FEATURE

INVERT=398.52-FT

16-INCH BRICK CULVERT

UNDER BRICK WALL

INVERT=404.11-FT

4' HISTORIC

WALL

LIMITS OF DISTURBANCE

PROJECT

BOUNDARY

STA. 0+00 STA. 0+00 STA. 0+00 STA. 0+00 STA. 0+00

STA. 2+50 STA. 2+50 STA. 2+50 STA. 2+50 STA. 2+50

15' BUFFER W/ NO VEHICULAR

ACCESS FOR WALL PROTECTION.

SEE NOTE 17.

415.49

411.35

415415

414414

413413

412412

411411

410410

409409

408408

407407406406 405405

404404 403403

402402 401401

400400

420420

415415

420420

410410

415.88 415.52

415.96 416.00

415.57 416.02

413.81

414.10

407.39407.59

407.11407.40

406.95

408.08

410.17

415.85

LIMITS OF USABLE BURIAL AREA.

-4 .4

-5 .4

-5

-5 .4

-5

-5.4%1V

1V : 4H (M

AX)

1V : 4H

(MAX)

1V : 4H (M

AX)

-5.4%

-5 .4

-5.4%

407.42

N N

D R

B Y:

C H

D B

B Y:

SHEET ID

US ARMY CORPS

OF ENGINEERS

E D

D B

C R

O N

C O

N O

2H N

R Y

C O

D E:

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

P R

C T

E, G

R G

G R

O U

P, IN

S U

C H

E, N C

2 3 4 5

6 7 8 9 10

C G

D G

M on da y, D ec em be r

, 2

ISSUED FOR CONSTRUCTION

G R

G P

CG101

W .A

H N

W .A

H N

H . M

SCALE: 1" = 30'1 SECTION Q GRADING PLAN

PLAN

NORTH

TRUE

NORTH

KEY MAP

SCALE: 1" = 30'

30 30 60

1. ENSURE ALL REGRADED AREAS ARE ULTIMATELY PROVIDED WITH AN APPROPRIATE DEPTH OF

TOPSOIL.

2. TEST AREAS IN THE CEMETERY TO DETERMINE THE EXISTING DEPTH OF TOPSOIL IN UNDISTURBED

LOCATIONS AND ENSURE THAT THE SAME DEPTH IS RETURNED TO ALL REGRADED AREAS (TO A

DEPTH OF 8” OR MORE).

3. ENSURE THAT REGRADED AREAS OF SECTION Q WHERE TOPSOIL DID NOT EXIST, OR HAD BEEN

REMOVED AND STORED, ARE EXCAVATED TO A DEPTH THAT WILL ACCOMMODATE

REINTRODUCTION OF TOPSOIL, AND STILL MAINTAIN THE DESIRED DEPTH AND SLOPE.

4. AFTER GRADING, RETURN RETAINED TOPSOIL TO SECTION Q.

5. IN THE EVENT NOT ENOUGH PRESERVED OR STORED TOPSOIL REMAINS, INTRODUCE NEW NATIVE

TOPSOIL TO PROVIDE AN NPS-APPROVED TOPSOIL DEPTH WITH A MINIMUM OF 8 INCHES.

6. NEW TOPSOIL SHOULD MATCH THE PROFILE OF THE EXISTING SOIL SERIES AND BE FREE OF WEED

SEEDS AND OTHER UNDESIRABLE MATTER (E.G. AN EXCESS OF STONES, BRANCHES, TRASH).

7. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OR RELOCATION OF EXISTING UTILITIES

8. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF

EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS

NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE

APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST

EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN

ON THE PLANS.

9. ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER, UNLESS OTHERWISE NOTED.

10. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING

PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.

11. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT.

12. PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT INTERVALS.

13. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE

CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS

NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.

14. THE CONTRACTOR SHALL ADHERE TO ALL TERM & CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.

15. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED

TO SAME.

16. CONTRACTOR SHALL FOLLOW THE SITE DEVELOPMENT RECOMMENDATIONS INCLUDED IN THE

GEOTECHNICAL ENGINEERING REPORT MADE FOR THIS PROJECT BY USACE SAVANNAH.

DATED ON AUG.12, 2022.

17. ALL EXCAVATION WITHIN THE FIFTEEN FEET (15') BUFFER SHALL BE ACCOMPLISHED BY HAND.

ACCUMULATED SEDIMENT ALONG HISTORIC STONE WALL SHALL BE REMOVED BY HAND.

18. SUBSOIL IN THE SEDIMENT TRAP AREA SHALL BE DRIED OUT PRIOR TO REGRADING. SEE SHEET

CE101 FOR THE SEDIMENT TRAP AREA.

19. CONTRACTOR TO PROVIDE AN ARCHAEOLOGICAL MONITOR FOR THE DURATION OF EXCAVATION

ACTIVITIES

NOTES:

PROFESSIONAL

No. PE041834

REGISTERED

E N G I N E E R

E O R G I A

HEATHER E. MCARTHU

R12/11/2023

CERTIFICATE OF AUTHORIZAT

ZAPATA

INCORPORATED

N N

D R

B Y:

C H

D B

B Y:

SHEET ID

US ARMY CORPS

OF ENGINEERS

E D

D B

C R

O N

C O

N O

2H N

R Y

C O

D E:

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

P R

C T

E, G

R G

G R

O U

P, IN

S U

C H

E, N C

2 3 4 5

6 7 8 9 10

C -5

G N

M on da y, D ec em be r

, 2

ISSUED FOR CONSTRUCTION

C-501

W .A

H N

W .A

H N

H . M

NOT TO SCALE1 TREE PLANTING DETAIL

NOTES: THEE PLANTING (>2"CAL.)

1. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH THE AMERICAN STANDARDS FOR

NURSERY STOCK (ANSI Z60.1-2004). PLANT ACCORDING TO ANSI A300 PART 6.

2. DIG THE PLANTING HOLE A MINIMUM OF 2 TIMES THE WIDTH OF THE ROOT BALL FOR AT LEAST

THE FIRST 12 INCHES OF DEPTH. BELOW 12 INCHES, DIG HOLE WIDE ENOUGH TO PERMIT

ADJUSTING. DO NOT DIG THE HOLE DEEPER THAN THE ROOT BALL DEPTH.

3. SCARIFY THE SUB-GRADE AND SIDES OF THE PLANTING HOLE WHEN PLANTING IN CLAY SOILS

(MORE THAN 15% CLAY).

4. LIFT AND SET THE TREE BY ROOT BALL ONLY. DO NOT LIFT USING THE TREE TRUNK AND DO NOT

USE TREE TRUNK AS A LEVER.

5. SET THE TOP OF THE ROOT BALL LEVEL WITH THE SOIL SURFACE OR SLIGHTLY HIGHER IF THE

SOIL IS PRONE TO SETTING.

6. AFTER THE TREE IS SET IN PLACE, REMOVE BURLAP, WIRE AND STRAPS FROM AT LEAST THE

UPPER 1/3 OF THE ROOT BALL.

7. BACKFILL WITH EXISTING SOIL THAT HAS BEEN WELL-TILLED OR BROKEN UP. DO NOT ADD

AMENDMENTS TO THE BACKFILL SOIL. AMEND THE SURFACE WITH MULCH.

8. USE THREE (3) 2"X2" SQUARE, 30" LONG WOODEN STAKES, DRIVEN INTO UNDISTURBED SOIL A

MINIMUM OF 16 INCHES. SPACE STAKES EQUALLY AROUND THE TREE.

9. ATTACH 3/4" NYLON WEBBING TO CONNECT THE TREE TO STAKES. ATTACH WEBBING AT 1/3 THE

TREE HEIGHT.

10. APPLY A 2-3" (SETTLED) DEPTH OF PINE STRAW OR BARK MULCH TO THE PLANTING SURFACE.

LEAVE A 2" SPACE AROUND THE TRUNK FOR AIR CIRCULATION.

11. PRUNING SHALL BE LIMITED TO DEAD, DISEASED, OR BROKEN LIMBS ONLY AND SHALL BE IN

ACCORDANCE WITH ANSI A300 SPECIFICATIONS.

12. REMOVE ANY TRUNK WRAP REMAINING AT TIME OF PLANTING. NO WRAPS SHALL BE PLACED ON

TRUNK.

PROFESSIONAL

No. PE041834

REGISTERED

E N G I N E E R G

E O R G I A

HEATHER E. MCARTHU

R12/11/2023

CERTIFICATE OF AUTHORIZAT

ZAPATA

INCORPORATED

SECTION A-A

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 10'

0+00

0+25

0+50

0+75

1+00

1+25

1+50

1+75

2+00

2+25

2+50

2+75

SECTION B-B

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 10'

0+00

0+25

0+50

0+75

1+00

1+25

1+50

1+75

2+00

2+25

2+50

2+75

SECTION C-C

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 10'

0+00

0+25

0+50

0+75

1+00

1+25

1+50

1+75

2+00

2+25

2+50

2+75

EXISTING GRADE

PROPOSED GRADE

HISTORIC BRICK WALL

N N

D R

B Y:

C H

D B

B Y:

SHEET ID

US ARMY CORPS

OF ENGINEERS

E D

D B

C R

O N

C O

N O

2H N

R Y

C O

D E:

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

P R

C T

E, G

R G

G R

O U

P, IN

S U

C H

E, N C

2 3 4 5

6 7 8 9 10

C G

D G

M on da y, D ec em be r

, 2

ISSUED FOR CONSTRUCTION

C R

N S

CG301

R . F

R F

H . M

SCALE: 1" = 20'

20 20 40

010 10 20

SCALE: 1" = 10'

PROFESSIONAL

No. PE041834

REGISTERED

E N G I N E E R

E O R G I A

HEATHER E. MCARTHU

R12/11/2023

CERTIFICATE OF AUTHORIZAT

ZAPATA

INCORPORATED

SECTION D-D

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 10'

0+00

0+25

0+50

0+75

1+00

1+25

1+50

1+75

2+00

2+25

2+50

2+75

SECTION E-E

HORIZONTAL SCALE: 1" = 20'

VERTICAL SCALE: 1" = 10'

0+00

0+25

0+50

0+75

1+00

1+25

1+50

1+75

2+00

2+25

2+50

PROPOSED GRADE

EXISTING GRADE

N N

D R

B Y:

C H

D B

B Y:

SHEET ID

US ARMY CORPS

OF ENGINEERS

E D

D B

C R

O N

C O

N O

2H N

R Y

C O

D E:

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

P R

C T

E, G

R G

G R

O U

P, IN

S U

C H

E, N C

2 3 4 5

6 7 8 9 10

C G

D G

M on da y, D ec em be r

, 2

ISSUED FOR CONSTRUCTION

C R

N S

CG302

R . F

R F

H . M

SCALE: 1" = 20'

20 20 40

010 10 20

SCALE: 1" = 10'

PROFESSIONAL

No. PE041834

REGISTERED

E N G I N E E R

E O R G I A

HEATHER E. MCARTHU

R12/11/2023

CERTIFICATE OF AUTHORIZAT

ZAPATA

INCORPORATED

N N

D R

B Y:

C H

D B

B Y:

SHEET ID

US ARMY CORPS

OF ENGINEERS

E D

D B

C R

O N

C O

N O

2H N

R Y

C O

D E:

U .S

. A R

M Y

C O

O F

R S

N N

W . O

, G A

P R

C T

E, G

R G

G R

O U

P, IN

S U

C H

E, N C

2 3 4 5

6 7 8 9 10

C E0

G N

M on da y, D ec em be r

, 2

ISSUED FOR CONSTRUCTION

N C

O N

L N

CE001

W .A

H N

W .A

H N

H . M

HEATHER E MCARTHUR, PE GSWCC CERT. 80322 / EXP. 06.01.2026 DATE

SITE DESCRIPTION

THE PRIMARY PERMITTEE OF THIS PROJECT IS NATIONAL PARK SERVICE (NPS) REPRESENTATIVE.

THE TOTAL ACREAGE OF THE PROJECT IS ± 2.5 ACRES AND THE TOTAL DISTURBED AREA IS ± 2.33 ACRES.

THE PROPERTY IS LOCATED AT GPS LOCATION LATITUDE: 32.2028201° N; LONGITUDE: 84.1301665° W, 760 POW RD., ANDERSONVILLE, MACON COUNTY, GEORGIA, 31711. THERE ARE NO CRITICAL AREAS REQUIRING ADDITIONAL MEASURES.

THE PRESENCE OF ON-SITE WETLANDS HAS BEEN INVESTIGATED AND IT WAS DETERMINED THAT THERE ARE NONE PRESENT. ALL STATE WATERS LOCATED ON AND WITHIN 200 FEET OF THE PROJECT SITE HAVE BEEN IDENTIFIED AND WILL BE PROTECTED BY ASSOCIATED STATE

AND COUNTY PROTECTION REGULATIONS AND BUFFERS.

THE RECEIVING WATERS OF THIS PROJECT IS A STREAM WHICH BEGINS APPROXIMATELY 120 L.F. EAST OF THE SOUTHWEST CORNER OF THE SITE. THAT STREAM ULTIMATELY FEEDS INTO SWEETWATER CREEK, WHICH IS AN IMPAIRED STREAM SEGMENT LOCATED APPROXIMATELY 5,500 L.F. DOWNSTREAM TO THE SOUTHEAST OF THE PROPERTY. A TMDL HAS BEEN FINALIZED FOR THIS SEGMENT OF SWEETWATER CREEK. NO OTHER ADJACENT STREAMS, LAKES, RESIDENTIAL AREAS, WETLANDS, ETC. WILL BE AFFECTED.

THE EXISTING SITE IS GRASS AREA AND THE SITE CONSTRUCTION SHALL CONSIST OF REGRADING THE SITE TO PROVIDE NEW ROWS FOR

BURIAL SITES AS WELL AS GRADING TO PROMOTE POSITIVE DRAINAGE.

SURVEY INFORMATION

BOUNDARY INFORMATION: SEE SITE DRAWINGS.

TOPOGRAPHIC INFORMATION: SURVEY WAS CONDUCTED BY JAMES D. JACARUSO, NC PLS L-3706 WITH USACE WILMINGTON DISTRICT ON MARCH 20 THRU MARCH 24, 2017. ALL BEARING AND COORDINATES WERE FROM THE GEORGIA STATE PLANE, WEST ZONE, NAD 1983, NAVD 88

VERTICAL DATUM.

RAINFALL RUNOFF RESULTS

· PRE CONSTRUCTION TOTAL (10 YEAR/5 MINUTE TIME OF CONCENTRATION): 4.9 CFS

· POST CONSTRUCTION TOTAL (10 YEAR/5 MINUTE TIME OF CONCENTRATION): 4.9 CFS

RUNOFF COEFFICIENTS: N/A

CURVE NUMBERS

· PRE CONSTRUCTION CN = POST CONSTRUCTION CN = 61

SOIL TYPES:

THE NRCS SOIL TYPE IS FACEVILLE SANDY LOAM, 5 TO 8 PERCENT SLOPES

SOIL DISTURBING ACTIVITIES INCLUDE:

· INSTALLING A PERIMETER AND OTHER EROSION AND SEDIMENT CONTROLS

· GRADING AND EXCAVATION

· COMPLETION OF ON-SITE STABILIZATION

EROSION, SEDIMENTATOIN, & POLLUTION CONTROL NOTES

THIS PLAN WAS PREPARED AS REQUIRED BY NPDES GENERAL PERMIT NO. GAR 100001. THESE PLAN SHEETS AND ALL REQUIREMENTS OF THE GENERAL PERMIT AS WELL AS LOCAL, STATE, AND FEDERAL REGULATIONS OR LAWS APPLY REGARDLESS OF SPECIFIC INCLUSION IN THIS PLAN.

1. THE MOST EFFICIENT METHOD OF DUST CONTROL FOR THE SITE SHALL BE ACCOMPLISHED BY ONE OF THE FOLLOWING TEMPORARY

MEASURES:

· MULCHES

· COVERING 30% OR MORE OF THE SOIL SURFACE WITH NON-ERODIBLE MATERIAL

· ROUGHENING THE SOIL TO PRODUCE RIDGES PERPENDICULAR TO THE PREVAILING WIND

· PROVIDE GRAVEL OR PAVING AT ENTRANCE/EXIT DRIVES

· VEGETATIVE COVER

· SPRAY-ON ADHESIVES

· TILLAGE

· FREQUENT IRRIGATION

· BARRIERS

· APPLICATION OF CALCIUM CHLORIDE

LIKEWISE, IF THE ACTION OF THE VEHICLE TRAVELING OVER THE GRAVEL CONSTRUCTION EXIT PAD DOES NOT SUFFICIENTLY REMOVE THE MUD FROM VEHICLE TIRES, THE TIRES SHOULD BE WASHED PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE AND PROVISIONS THAT INTERCEPT THE SEDIMENT-LADEN

RUNOFF AND DIRECT IT INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.

ROUGHENED AREAS SHALL BE SEEDED AND MULCHED AS SOON AS POSSIBLE TO OBTAIN OPTIMUM SEED GERMINATION AND SEEDING GROWTH. THIS PRACTICE OR SODDING SHALL BE APPLIED IMMEDIATELY TO ALL AREAS AT FINAL GRADE.

2. WASHOUT OF THE DRUM OF A CONCRETE TRUCK AT THE CONSTRUCTION SITE IS PROHIBITED. CONCRETE WASHDOWN OF TOOLS, CONCRETE MIXER CHUTES, HOPPERS, AND THE REAR OF VEHICLES WILL ONLY BE ALLOWED IN A DESIGNATED AREA PROVIDED FOR THIS PURPOSE, AS SHOWN ON THE DRAWINGS. THE FOLLOWING BEST MANAGEMENT PRACTICES WILL BE FOLLOWED:

A. CONTAIN ALL WASH WATER ON SOIL, IN A BOWL SHAPED AREA CREATED IN THE DESIGNATED WASH AREA TO PREVENT THE WASH

WATER FROM FLOWING FROM THE WASHOUT AREA;

B. USE THE MINIMUM AMOUNT OF WATER TO WASH DOWN THE TOOLS, CONCRETE MIXER CHUTES, HOPPERS, AND THE REAR OF THE

VEHICLES;

C. REMOVE ANY CONCRETE SEDIMENT FROM THE AREA SURROUNDING THE WASHOUT AREA BEFORE IT HARDENS; AND

D. REMOVE ALL CONCRETE RESIDUE FROM THE DESIGNATED AREA ONCE IT HAS HARDENED.

3. SPILL CLEANUP AND CONTROL PRACTICES:

LOCAL, STATE AND MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED AND PROCEDURES WILL BE MADE AVAILABLE TO SITE PERSONNEL. MATERIAL AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREAS. TYPICAL MATERIALS AND EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO: BROOMS, DUSTPANS, MOPS, RAGS, GLOVES, GOGGLES, CAT LITTER, SAND, SAWDUST, AND PROPERLY LABELED PLASTIC AND METAL WASTE CONTAINERS. SPILL PREVENTION PRACTICES AND PROCEDURES WILL BE REVIEWED AFTER A SPILL AND ADJUSTED AS NECESSARY TO PREVENT FUTURE SPILLS. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY. ALL SPILLS WILL BE REPORTED AS REQUIRED BY LOCAL, STATE, AND FEDERAL REGULATIONS. FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A SHEEN ON SURFACE WATER), THE NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT 1-800-424-8802. FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT 1-800-424-8802. FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE GEORGIA EPD WILL BE CONTACTED WITHIN 24 HOURS. FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE SPILL WILL BE CLEANED UP AND LOCAL AGENCIES WILL BE CONTACTED AS REQUIRED. THE CONTRACTOR SHALL NOTIFY THE LICENSED PROFESSIONAL WHO PREPARED THIS PLAN IF MORE THAN 1320 GALLONS OF PETROLEUM IS STORED ONSITE (THIS INCLUDES CAPACITIES OF EQUIPMENT) OR IF ANY ONE PIECE OF EQUIPMENT HAS A CAPACITY GREATER THAN 660 GALLONS. THE CONTRACTOR WILL NEED A SPILL PREVENTION CONTAINMENT AND COUNTERMEASURES PLAN PREPARED BY THAT LICENSED

PROFESSIONAL.

4. QUANTITIES OF PRODUCTS STORED ONSITE WILL BE LIMITED TO THE AMOUNT NEEDED FOR THE JOB. PRODUCTS AND MATERIALS WILL BE STORED IN A NEAT, ORDERLY MANNER IN APPROPRIATE CONTAINERS PROTECTED FROM RAINFALL, WHERE POSSIBLE. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH MANUFACTURER LABELS LEGIBLE AND VISIBLE. PRODUCT MIXING, DISPOSAL AND DISPOSAL OF PRODUCT CONTAINERS WILL BE ACCORDING TO THE MANUFACTURER’S RECOMMENDATIONS. THE CONTRACTOR WILL INSPECT SUCH

MATERIALS TO ENSURE PROPER USE, STORAGE, AND DISPOSAL.

5. ALL POLLUTANTS FROM WASTE DISPOSAL PRACTICES, SOIL ADDITIVES, REMEDIATION OF SPILLS AND LEAKS OF PETROLEUM PRODUCTS, CONCRETE TRUCK WASHOUT, ETC., SHOULD ANY OF THESE OCCUR, WILL BE CONTROLLED BY THE IMPLEMENTATION OF APPROPRIATE BEST MANAGEMENT PRACTICES. THE SITE WILL BE IN COMPLIANCE WITH ALL APPLICABLE STATE AND LOCAL WASTE DISPOSAL, SANITARY

SEWER, OR SEPTIC SYSTEM REGULATIONS.

ALL BMPS ARE TEMPORARY AND WILL BE REMOVED AFTER CONSTRUCTION OPERATIONS ARE COMPLETE, DUE TO IMPERVIOUS COVER AREA REMAINING UNCHANGED. THE INSTALLATION OF THESE DEVICES MAY BE SUBJECT TO SECTION 404 OF THE CLEAN WATER ACT.

PERMANENT VEGETATION WILL LINE THE DISTURBED AREAS AND THERE WILL BE NO IMPERVIOUS MATERIAL. ALL OTHER PERMANENT VEGETATION WILL BE SODDING AS PER PROJECT REQUIREMENTS. THE PERMITEE IS ONLY RESPONSIBLE FOR THE INSTALLATION AND

MAINTENANCE OF STORMWATER MANAGEMENT DEVICES PRIOR TO FINAL STABILIZATION.

PRODUCT SPECIFIC PRACTICES:

PETROLEUM BASE PRODUCTS - CONTAINERS FOR PRODUCTS SUCH AS FUELS, LUBRICANTS AND TARS WILL BE INSPECTED DAILY FOR LEAKS AND SPILLS. THIS INCLUDES ONSITE 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/SOLVENTS - ALL PRODUCTS WILL BE STORED IN TIGHTLY SEALED ORIGINAL CONTAINERS WHEN NOT IN USE AND COVERED IN PLASTIC SHEETING. EXCESS PRODUCTS 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 WASHOUT OR DISCHARGE SURPLUS CONCRETE OR 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 IN

GEORGIA. ANY STORAGE OF THESE MATERIALS WILL BE UNDER ROOF IN SEALED CONTAINERS.

LANDSCAPE MATERIALS - ALL OTHER LANDSCAPE MATERIALS WILL BE COVERED USING PLASTIC SHEETING IN ORDER TO MINIMIZE EXPOSURE TO PRECIPITATION AND STORM WATER. ALL LANDSCAPING MATERIALS SHALL BE DISPOSED OF IN AN APPROVED MANNER

RECOMMENDED BY THE MANUFACTURER AND AS APPROVED IN THE GENERAL WASTE SECTION.

BUILDING MATERIALS - BUILDING MATERIALS STORED ON SITE WILL BE COVERED USING PLASTIC SHEETING. NO BUILDING OR CONSTRUCTION MATERIALS WILL BE BURIED OR DISPOSED OF ONSITE. ALL SUCH MATERIAL WILL BE DISPOSED OF IN PROPER WASTE

DISPOSAL PROCEDURES.

6. A HYDROLOGY STUDY ACCOMPANIES THESE ES&PC DRAWINGS AND FORMS PART OF THE PLANS.

7. WHERE APPLICABLE, NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50-FOOT UNDISTURBED STREAM BUFFERS AS

MEASURED FROM THE POINT OF WRESTED VEGETATION OR WITHIN 25-FEET OF THE COASTAL MARSHLAND BUFFER AS MEASURED FROM THE JURISDICTIONAL DETERMINATION LINE WITHOUT FIRST ACQUIRING THE NECESSARY VARIANCES AND PERMITS.

8. THERE ARE NO STATE WATERS OR COASTAL MARSHLANDS WITHIN 200 FEET OF THE PROJECT SITE, THEREFORE NO BUFFER VARIANCE IS

REQUIRED.

9. THE PROJECT SITE IS WITHIN THE 1-MILE BUFFER OF SWEETWATER CREEK. SWEETWATER CREEK IS LISTED AS AN IMPAIRED STREAM SEGMENT ON THE 2020 GA BIOTA IMPAIRED WATERS MAP. SEE SHEET CE005 FOR A COMPLETED APPENDIX 1 LISTING ALL BMPS THAT WILL BE USED FOR THIS AREA. GEORGIA EPD HAS A FINALIZED TMDL IMPLEMENTATION PLAN FOR SWEETWATER CREEK DATED 31 DECEMBER 2004.

10. FOR STAND ALONE PROJECTS THAT BEGIN CONSTRUCTION ACTIVITY AFTER THE EFFECTIVE DATE OF THIS PERMIT, THE PRIMARY PERMITTEE MUST RETAIN THE DESIGN PROFESSIONAL WHO PREPARED THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN, OR AN ALTERNATIVE DESIGN PROFESSIONAL APPROVED BY EPD IN WRITING, 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.

11. THE PRIMARY PERMITTEE 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 OF STORMS) OR IF THE PLAN PROVES TO BE INEFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING POLLUTANTS FROM SOURCES IDENTIFIED UNDER PART IV.D.3 IN GAR100001. 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 AS PROVIDED IN THIS PERMIT. ALL REVISIONS OR AMENDMENTS SHALL BE SUBMITTED TO THE LOCAL ISSUING

AUTHORITY FOR REVIEW.

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 SEEING THAT THESE PRACTICES ARE FOLLOWED, WILL INSTRUCT SITE PERSONNEL IN THESE PRACTICES. SAFETY DATA SHEETS (SDS'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. A SDS 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 SDS SHEETS AND THE SPECIFIC INFORMATION IN THE APPLICABLE SDS 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 ESPCP AND WILL TRAIN ALL PERSONNEL IN THE PROPER CLEANUP AND HANDLING OF SPILLED MATERIALS. NO SPILLED HAZARDOUS MATERIAL OR HAZARDOUS WASTES WILL BE ALLOWED TO COME IN CONTACT WITH STORM WATER DISCHARGES. IF SUCH CONTACT OCCURS, THE STORM WATER DISCHARGE WILL 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.

WHERE A RELEASE CONTAINING A HAZARDOUS SUBSTANCE IN AN AMOUNT EQUAL TO OR IN EXCESS OF A REPORTING QUANTITY ESTABLISHED UNDER EITHER GEORGIA’S OIL OR HAZARDOUS MATERIAL SPILLS OR RELEASES ACT (O.C.G.A 12-14-2, ET SEQ), 40 CFR 117 OR 40 CFR 302 OCCURS DURING A 24-HOUR PERIOD. THE PERMITEE IS REQUIRED TO NOTIFY THE FOLLOWING AGENCIES IN ACCORDANCE WITH THE ABOVE-MENTIONED REGULATIONS AS SOON AS HE/SHE HAS KNOWLEDGE OF THE DISCHARGE: EPD AT (404) 656-4713 OR (800) 241-4113, OR THE NATIONAL RESPONSE CENTER (NRC) AT (800) 424-8802. (PART III.B.1) THIS PERMIT DOES NOT AUTHORIZE THE DISCHARGE OF HAZARDOUS SUBSTANCES OR OIL RESULTING FROM AN ONSITE SPILL. (PART

III.B.2)

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 BMPS MUST BE IMPLEMENTED, SUCH AS GRAVEL BAGS OR SPECIALLY DESIGNED PLASTIC SKID CONTAINERS AROUND THE BASE, TO PREVENT WASTES FROM CONTRIBUTING TO STORM WATER DISCHARGES. THE LOCATION OF WASTE UNITS MUST BE IDENTIFIED ON THE EROSION CONTROL PLAN GRADING PHASE BY THE CONTRACTOR ONCE THE

LOCATIONS HAVE BEEN DETERMINED.

GENERAL WASTE:

ALL WASTE MATERIALS WILL BE COLLECTED AND STORED IN A SECURE 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 ONSITE.

WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT. WASTE MATERIALS INCLUDE, BUT ARE NOT LIMITED TO, WASTE BUILDING MATERIALS, CONSTRUCTION AND DEMOLITION DEBRIS, CONCRETE

WASHOUT OR EXCAVATED SEDIMENT.

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.

DESIGN PROFESSIONAL'S CERTIFICATION:

1. "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 SUPERVISION."

2. "I CERTIFY THAT THE PERMITTEE'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."

INSPECTIONS:

A. PRIMARY PERMITTEE:

(1) EACH DAY WHEN ANY TYPE OF CONSTRUCTION ACTIVITY HAS TAKEN PLACE AT A PRIMARY PERMITTEE'S SITE, CERTIFIED PERSONNEL

PROVIDED BY THE PRIMARY PERMITTEE SHALL INSPECT: (A) ALL AREAS AT THE PRIMARY PERMITTEE'S SITE WHERE PETROLEUM PRODUCTS ARE STORED, USED, OR HANDLED FOR SPILLS AND LEAKS FROM VEHICLES AND EQUIPMENT AND (B) ALL LOCATIONS AT THE PRIMARY PERMITTEE'S SITE WHERE VEHICLES ENTER OR EXIT THE SITE FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING. THESE INSPECTIONS MUST

BE CONDUCTED UNTIL A NOTICE OF TERMINATION IS SUBMITTED.

(2) MEASURE AND RECORD RAINFALL WITHIN DISTURBED AREAS OF THE SITE THAT HAVE NOT MET FINAL STABILIZATION ONCE EVERY 24 HOURS EXCEPT ANY NON-WORKING SATURDAY, NON-WORKING SUNDAY, AND NON-WORKING FEDERAL HOLIDAY. THE DATA COLLECTED FOR THE PURPOSE OF COMPLIANCE WITH THIS PERMIT SHALL BE REPRESENTATIVE OF THE MONITORED ACTIVITY. MEASUREMENT OF RAINFALL MAY BE SUSPENDED IF ALL AREAS OF THE SITE HAVE UNDERGONE FINAL STABILIZATION OR ESTABLISHED A CROP OF ANNUAL VEGETATION AND A

SEEDING OF TARGET PERENNIALS APPROPRIATE FOR THE REGION.

(3) CERTIFIED PERSONNEL (PROVIDED BY THE PRIMARY PEFMITTEE) SHALL INSPECT THE FOLLOWING AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A STORM THAT IS 0.5 INCHES RAINFALL OR GREATER (UNLESS SUCH STORM ENDS AFTER 5:00 PM ON ANY FRIDAY OR ON ANY NON-WORKING SATURDAY, NON-WORKING SUNDAY, OR ANY NON-WORKING FEDERAL HOLIDAY IN WHICH CASE…

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