RECORD_DRAWING,_Ropes_Corral,_Fort_Benning,_CFM_Dahlonega,_wdr,_22Jul19.pdf

PDF 7 MB Posted Jul 22, 2019

Attached to: Construction of Rope Corral Trainers
Solicitation number: Not on record
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort Benning

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Drawings of Existing Rope Corrals

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Savannah District

PN HR-43060-2J, FY 2012

CONTRACT NUMBER: W912HN-10-D-0033 TO 0005

ROPE CORRAL

AST RANGER BATTALION UPGRADE

RANGER CAMP MERRILL COMPLEX

CAMP MERRILL, GEORGIA

B R

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THESE RECORD DOCUMENTS

HAVE BEEN PREPARED BASED ON

INFORMATION PROVIDED BY

OTHERS. THE DESIGN

PROFESSIONAL HAS NOT

VERIFIED THE ACCURACY

AND/OR COMPLETENESS OF THIS

INFORMATION & SHALL NOT BE

RESPONSIBLE FOR ANY ERRORS

OR OMISSIONS WHICH MAY BE

INCORPORATED HEREIN AS A

RESULT

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G-001-B

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PROJECT #:6562.03M

IFC SUBMITTAL: JANUARY 31, 2013

RECORD DRAWINGS: JUNE 03, 2016

SHEET INDEX

PLATE

NUMBER

SHEET

NUMBER FILE NAME TITLE

GENERAL

G-001-B 1 TBD COVER SHEET

CIVIL

C-101 2 TBD GENERAL NOTES & LEGENDS

C-102 3 TBD EXISTING & DEMOLITION PLAN

C-103 4 TBD SITE, PAVING, GRADING & PLAN

C-104 5 TBD CONSTRUCTION DETAILS

C-105/CE01 6 TBD EROSION COVER

C-106/CE02 7 TBD ESPC CHECKLIST

C-107/CE03 8 TBD HYDROLOGY & SOIL MAPS

C-108/CE04 9 TBD FT. BENNING POLLUTION PREVENTION NOTES & REQUIREMENTS

C-109/CE05 10 TBD NPDES PERMIT REQUIREMENTS

C-110/CE06 11 TBD ESPC NOTES & DETAILS

C-111/CE07 12 TBD OVERALL PROJECT AREA MAP

C-112/CE10 13 TBD EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN INITIAL

C-113/CE11 14 TBD EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN INTERMEDIATE

C-114/CE12 15 TBD EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN FINAL

C-115/CE90 16 TBD EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN DETAILS

ARCHITECTURAL

A-111 17 TBD FLOOR PLAN & ELEVATION

ELECTRICAL

E-101 18 TBD FLOOR PLANS - ELECTRICAL

MARINE

EMC ENGINEERING SERVICES, INC.

ENVIRONMENTAL

3575 MACON ROAD, SUITE 15

COLUMBUS, GEORGIA 31907

TELEPHONE(706) 565-5985

columbus@emc-eng.com

EMC PROJECT 12-7098

Know what's

CIVIL SURVEYING

PROJECT #:6562.03M

C101

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GENERAL NOTES:

1. ALL CONSTRUCTION SHALL CONFORM TO THE USACE - FORT BENNING, FORT BENNING DPW, LOCAL UTILITY

AUTHORITY AND/OR GEORGIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.

2. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED

AND IN HAND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.

3. PRIOR TO INSTALLATION OF ANY UTILITY LINES, THE CONTRACTOR SHALL GIVE THE UTILITY COMPANIES THREE (3) WORKING DAYS NOTICE TO ALLOW TIME FOR EXISTING UTILITIES TO BE STAKED. BEFORE CALLING (811) THE CONTRACTOR SHALL HAVE THE FOLLOWING INFORMATION READY: COUNTY, TOWN, LOCATION, NEAREST STREET INTERSECTIONS, TYPE OF WORK (SEWER, WATER, PAVING, ETC.) YOUR COMPANY NAME, TELEPHONE NUMBER, OWNER'S NAME, DATE AND TIME YOU EXPECT TO COMMENCE CONSTRUCTION, AND WHERE AND HOW YOU CAN BE REACHED AND THE BEST TIME TO CONTACT YOU. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES, AND THE CONTRACTOR SHALL COOPERATE WITH THEM DURING RELOCATION OPERATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY VARIANCES PRIOR TO COMMENCEMENT OF WORK OR

PURCHASING ANY MATERIALS.

4. ALL MATERIAL PROVIDED BY SUBCONTRACTOR SHALL BE IN CONFORMANCE WITH THE BUY AMERICAN ACT-FAR 25.000.

5. ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON THE PLANS AND ARE NOT NECESSARILY ACCURATE AS TO PLAN OR ELEVATION. UTILITY FACILITIES SUCH AS SERVICE LINES OR UNKNOWN FACILITIES NOT SHOWN ON THE PLANS WILL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES, EXCEPT AS NOTED BELOW.

THE CONTRACTOR WILL NOT BE RESPONSIBLE FOR THE COST OF REPAIRS TO DAMAGED UTILITY FACILITIES OTHER THAN SERVICE LINES FROM STREET MAINS TO PROPERTY WHEN SUCH ABUTTING FACILITIES ARE NOT SHOWN ON THE PLANS AND EXISTENCE IS UNKNOWN TO THEIR THE CONTRACTOR PRIOR TO THE DAMAGES OCCURRING PROVIDING THE ENGINEER DETERMINES THE CONTRACTOR HAS OTHERWISE FULLY COMPLIED WITH THE

SPECIFICATIONS.

6. IT IS THE OBLIGATION OF THE CONTRACTOR TO MAKE HIS OWN INTERPRETATION OF ALL SURFACE AND SUBSURFACE DATA THAT IS AVAILABLE AS TO THE NATURE AND EXTENT OF THE MATERIALS TO BE EXCAVATED AND WASTED, AND/OR GRADED AND COMPACTED. THE INFORMATION SHOWN ON THESE PLANS AND SPECIFICATIONS DOES NOT IN ANY WAY GUARANTEE THE AMOUNT OR NATURE OF THE MATERIAL WHICH MAY BE

ENCOUNTERED.

7. ALL DISTURBED EARTH AREAS, NOT DESIGNATED TO BE PAVED, SHALL BE GRASSED WITH TEMPORARY SEEDING

OR PLANTED WITH PERMANENT VEGETATION.

8. THE TOTAL ACREAGE OF THE AREA OF THE PROJECT IS 2.60 ± AC.

THE TOTAL DISTURBED ACREAGE OF THE PROJECT IS: 0.9 ± AC.

9. THERE ARE NO KNOWN SENSITIVE AREAS (I.E. ENDANGERED SPECIES, ARCHEOLOGICAL SITES, ETC..) ON OR

WITHIN 200 FEET OF THE PROJECT SITE.

10. THE PROJECT IS LOCATED AT CAMP MERRILL OFF OF HIGHTOWER CHURCH ROAD..

11. THE CONTRACTOR SHALL HAVE THE CURRENT EDITION OF THE GEORGIA DEPARTMENT OF TRANSPORTATION'S

CONSTRUCTION STANDARDS AND DETAILS ONSITE.

12. IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY, AND SHALL NOT COMMENCE OPERATION UNTIL CONFLICTS, DISCREPANCIES, OR OTHER

UNSATISFACTORY CONDITIONS ARE RESOLVED.

13. ALL PROPOSED PAVEMENT ELEVATION SHOWN (EX. +312.57) ARE PROPOSED ASPHALT OR CONCRETE FINISH

GRADE AND NOT TOP OF CURB UNLESS OTHERWISE NOTED.

14. SUBSURFACE GEOTECHNICAL EVALUATION HAS BEEN COMPLETED FOR THIS SITE AND IS AVAILABLE UPON

REQUEST.

CONTROL NAIL

IRON PIPE

HUB & TACK

CONCRETE MONUMENT

RIGHT-OF-WAY MARKER

BENCHMARK

IRON REBAR

FOUND SET

BUILDING LINE

FINISHED FLOOR ELEVATION

SPOT ELEVATION

CENTERLINE OF DITCH

CENTERLINE OF ROAD

EDGE OF ASPHALT

CURB & GUTTER

EDGE OF CONCRETE

EDGE OF DRIVEWAY

PIPES

CATCH BASIN

INVERT ELEVATION

CURB INLET TYPE A

GUY POLE

LIGHT POLE

POWER POLE

ELECTRICAL TRANSFORMER

UNDERGROUND POWER CABLE

OVERHEAD POWER CABLE

IPS

IRS

HTS

CMS

RWMS

BMS

IPS

IRS

HTS

CMS

RWMS

BMS

15.00 FF 15.00

IE 12.00

12.00

SURVEY CONTROL

PROPOSEDEXISTING

ELECTRIC

PROPOSEDEXISTING

GROUND/DITCH

PROPOSEDEXISTING

STORM

CONTOURS

ROADWAY

BUILDING & SITE

COMMUNICATION MANHOLE

LIMITS OF WORK

SIDEWALK

CONCRETE PAVEMENT

SEDIMENT STORAGE AREA

GRAVEL

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EXISTING CONDITIONS AND DEMOLITION NOTES:

1. NOTE THAT GOVERNMENT WILL REMOVE FROM THE PROJECT AREA ALL ITEMS THEY WISH TO RETAIN

PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTOR & CONTRACTING OFFICER SHALL

MAKE A VISUAL SURVEY OF THE ENTIRE PROJECT AREA PRIOR TO CONSTRUCTION FOR THE

PURPOSE OF VERIFICATION OF COMPLETION OF SALVAGE ACTIVITIES BY THE GOVERNMENT.

2. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING DEMOLITION AND/OR NEW WORK. NOTIFY CONTRACTING OFFICER IN WRITING OF ANY DISCREPANCIES OR CONFLICTS.

3. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BARRIERS & WARNINGS TO LIMIT ACCESS TO

PROJECT AREA TO ONLY THOSE PERSONNEL AUTHORIZED BY THE CONTRACTOR OR THE

GOVERNMENT. INASMUCH AS AREAS ADJACENT TO PROJECT AREA WILL MAINTAIN "NORMAL

OPERATIONS," CONTRACTOR SHALL COORDINATE W/ GOVERNMENT TO ESTABLISH REGULATIONS

REGARDING SHARED-USE AREAS.

4. CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL MEASURES & SHALL MAINTAIN SAFE

PASSAGEWAY FOR WORKERS & NON-WORKERS AS REQUIRED ADJACENT TO THE PROJECT SITE.

5. ALL ITEMS REMOVED OR DEMOLISHED BY THE CONTRACTOR WHICH ARE NOT LISTED BY THE SPECIAL

PROVISIONS TO BE TURNED OVER TO THE GOVERNMENT SHALL BECOME THE PROPERTY OF THE

CONTRACTOR & SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY FOR PROPER DISPOSAL.

MARINE

EMC ENGINEERING SERVICES, INC.

ENVIRONMENTAL

3575 MACON ROAD, SUITE 15

COLUMBUS, GEORGIA 31907

TELEPHONE(706) 565-5985

columbus@emc-eng.com

EMC PROJECT 12-7098

Know what's

CIVIL SURVEYING

SHEET

SAVANNAH

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PROJECT #:6562.03M

GENERAL NOTES

1. THE PROJECT IS LOCATED IN LUMPKIN COUNTY, GA, WITHIN THE UNITED STATES DEPARTMENT OF THE ARMY FORT BENNING MILITARY RESERVATION. THE SITE IS LOCATED WITHIN THE RANGER BATTALION

COMPLEX CAMP MERRILL.

2. THE PROJECT SITE CONSISTS OF CONSTRUCTING OF 6 ROPE CORALS.

3. TOPOGRAPHIC SURVEY WAS PERFORMED BY EMC ENGINEERING SERVICES INC. ON DECEMBER 13, 2012.

4. HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY WERE DETERMINED BY GPS OBSERVATIONS UTILIZING TRIMBLE 5800 GPS REVIVER ON DECEMBER 13, 2012. HORIZONTAL DATUM = GEORGIA SPCS

WEST ZONE(NAD83) VERTICAL DATUM = NAVD88(CORS)

5. CONTOUR INTERVAL SHOWN IS 1 FOOT.

6. THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS, OR IN ANY WAY INDICATED THEREBY, WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON FIELD INVESTIGATIONS AND ARE BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS.

HOWEVER, THE SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT GUARANTEED AND DO NOT BIND

THE ENGINEER IN ANY WAY.

7. TWENTY-FOUR HOUR CONTACT RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL AND

HAZARDOUS SPILLS WILL BE: MR. FELIX SEDA, EMD - (706) 545-9879 & RICK STOTTLEMEY LIFECYCLE

CONSTRUCITON SERVICES. (540) 207-8100.

8. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE ALL REQUIRED PERMITS ARE

OBTAINED AND IN HAND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, IF APPLICABLE.

9. ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON THE PLANS AND ARE NOT

NECESSARILY ACCURATE AS TO PLAN OR ELEVATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

THE REPAIR AND COST OF ANY MARKED LINE THAT IS DAMAGED DURING CONSTRUCTION.

10. IT IS THE OBLIGATION OF THE CONTRACTOR TO MAKE HIS OWN INTERPRETATION OF ALL SURFACE AND SUBSURFACE DATA THAT IS AVAILABLE AS TO THE NATURE AND EXTENT OF THE MATERIALS TO BE EXCAVATED AND WASTED, AND/OR GRADED AND COMPACTED. THE INFORMATION SHOWN ON THESE PLANS AND SPECIFICATIONS DOES NOT IN ANY WAY GUARANTEE THE AMOUNT OR NATURE OF THE

MATERIAL WHICH MAY BE ENCOUNTERED.

11. FILL MATERIAL SHALL BE CLEAN AND FREE OF ALL DEBRIS AND ORGANIC MATERIAL.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND FURNISHING THE BORROW MATERIAL

NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT.

13. ALL EXCESS MATERIALS, IF ANY, SHALL BE HAULED OFF-SITE AND DISPOSED OF BY THE CONTRACTOR.

14. ALL DISTURBED EARTH AREAS, NOT DESIGNATED TO BE PAVED, SHALL BE GRASSED WITH TEMPORARY

SEEDING OR PLANTED WITH PERMANENT VEGETATION.

15. IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY, AND SHALL NOT COMMENCE OPERATIONS UNTIL CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.

16. THE PROPERTY SHOWN HEREON IS LOCATED NOT IN A SPECIAL FLOOD ZONE HAZARD, AND THE PANEL

WAS NOT PRINTED BY FEMA.

17. A SUBSURFACE GEOTECHNICAL EVALUATION HAS BEEN COMPLETED FOR THIS SITE BY EMC

ENGINEERING SERVICES INC. AND IS AVAILABLE UPON REQUEST.

SOIL INFORMATION:

ACCORDING TO THE USDA WEB SOIL SURVEY OF LUMPKIN,

COUNTY, GEORGIA, THE SOIL FOR THIS SITE ARE LISTED AS

TOCCOA SOIL.

SITE NOTES:

1. THERE ARE NO KNOW SENSITIVE AREAS (I.E. ENDANGERED SPECIES, ARCHELOLGICAL SITES, ETC) ON OR

WITHIN 200 FEET OF THE PROJECT SITE.

2. THERE ARE STATE WATERS WITHIN 200 FEET OF THE SITE.

3. ETOWAH RIVER IS LOCATED WITHIN SITE LIMITS.

4. THERE ARE NO IMPAIRED STREAMS WITHIN ONE MILE OF THE SITE.

6. DEMOLITION ACTIVITIES ARE NOT EXPECTED TO INCLUDE THE REMOVAL OF HAZARDOUS MATERIALS. IN

THE EVENT THAT THAT HAZARDOUS MATERIALS ARE ENCOUNTERED OR SUSPECTED, CONTRACTOR

SHALL NOTIFY CONTRACTING OFFICER IN WRITING OF THE MATERIAL.

7. ANY UNDERGROUND UTILITY LOCATION SHOWN HEREON IS BASED ON GROUND MARKINGS AND

DRAWINGS PROVIDED BY OTHERS. EMC ENGINEERING CANNOT CERTIFY TO THE ACCURACY OR

COMPLETENESS OF THIS INFORMATION. VISIBLE EVIDENCE OF UTILITY STRUCTURES OBSERVED

DURING THE COURSE OF THE FIELD SURVEY IS SHOWN HEREON.

8. A GEOTECHNICAL EVALUATION ON THE SUBSURFACE SOILS ASSOCIATED WITH THE SITE WAS

PREPARED BY EMC ENGINEERING SERVICES INC AND IS AVAILABLE UPON REQUEST.

9. TOTAL PROJECT AREA = 2.6 ACRE

TOTAL DISTURBED AREA = 0.9 ACRE

10. PROJECT LOCATED AT THE END OF CLOVERLEAF ROAD.

11. THE WETLAND NEAR AND ON THE SITE IS THE ETOWAH RIVER FLOWING SOUTH, ALONG THE EAST LIMITS

OF DISTURBANCE.

C-102

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NOTES PER SYMBOL:

EXISTING TREES TO BE REMOVED

E C O R

ENVIRONMENTAL

3575 MACON ROAD, SUITE 15

COLUMBUS, GEORGIA 31907

TELEPHONE(706) 565-5985

columbus@emc-eng.com

EMC PROJECT 12-7098

Know what's

CIVIL SURVEYING

SHEET

SAVANNAH

2 3

D E

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N D

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PROJECT #:6562.03M

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UTILITY NOTES:

1. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AS SHOWN HEREON ARE

BASED ON ABOVE-GROUND STRUCTURES AND IS APPROXIMATE AND SHOWN FOR

INFORMATIONAL PURPOSES ONLY. NO CERTIFICATION IS MADE AS TO THE ACCURACY OR

COMPLETENESS OF THIS INFORMATION.

2. ADDITIONAL BURIED UTILITIES / STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS

WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES /

STRUCTURES.

3. BEFORE EXCAVATIONS ARE BEGUN, GIVE THREE WORKING DAYS NOTICE TO THE

UTILITIES PROTECTION CENTER AT 1-800-282-7411 PRIOR TO ANY EXCAVATION IN ORDER

THAT UNDERGROUND UTILITIES MAY BE LOCATED AND PROTECTED.

4. ALL FIRE PROTECTION SYSTEM SHALL BE APPROVED BY THE FORT BENNING FIRE

DEPARTMENT.

SITE LAYOUT AND STAKING NOTES:

1. THE ROPE CORRALS DIMENSIONS AS SHOWN ARE FOR REFERENCE ONLY. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR AND STAKING SUBCONTRACTOR TO OBTAIN A

FULL SET OF ARCHITECTURAL PLANS PRIOR TO PROCEEDING WITH ANY STAKING

OPERATIONS.

2. IF THE PLANS ARE NOT CLEAR OR DISCREPANCIES OCCUR, THE CONTRACTOR IS TO

CONTACT EMC ENGINEERING SERVICES, INC AT 706-565-5985 FOR CLARIFICATION

IMMEDIATELY.

3. ALL NORTHING AND EASTING ARE TO THE BACK OF CURBING.

4. CONTRACTOR SHALL CAREFULLY EXAMINE ALL DOCUMENTS AND THE CONSTRUCTION

SITE TO OBTAIN FIRST HAND KNOWLEDGE OF EXISTING CONDITIONS.

5. ENTIRE SITE SHALL BE DRESSED TO UNIFORM, WELL DRAINED AND VISUALLY APPEALING

SURFACE WITH A MINIMUM TOPSOIL LAYER OF FOUR INCHES.

TREE PROTECTION FENCING

NOT TO SCALE

BARRICADE FENCING

WHICH IS TO BE SET

5 FEET OUTSIDE

DRIPLINE. STAKES

SHALL BE NO MORE

THAN 10' O.C.

SPECIFIED TREE

FENCING

TREE PROTECTION NOTES:

NO CONSTRUCTION EQUIPMENT, PERSONAL VEHICLES, SITE DEBRIS OR WASTE

MATERIAL SHALL BE STORED IN THE TREE PROTECTION ZONE. CONTRACTOR WILL

BE LIABLE FOR FINES FROM THE EPD.

PROVIDE A 4" DEEP MULCH OVER UNPROTECTED TREE ROOTS WITHIN THE

BARRICADE AREA. MULCH MAY BE SHREDDED OR CHIPPED MATERIALS FROM

TREE REMOVAL OPERATIONS.

MAKE CLEAN CUTS ON ROOTS EXPOSED BY GRADING AND BACKFILL IMMEDIATELY.

PROVIDE TEMPORARY IRRIGATION WHEN PRACTICAL AND FEASIBLE.

CONTRACTOR IS TO CONTACT USACE AND BENNING EMD PRIOR TO BEGINNING

CONSTRUCTION TO ASCERTAIN THAT THE TREE FENCING IS INSTALLED PROPERLY

TO PROTECT THE TREES THAT ARE SLATED TO BE SAVED AS SHOWN ON THE

PLANS. THE CONTRACTOR WILL BE LIABLE FOR THE TDU REPLACEMENT VALUE OF

ANY TREES THAT HAVE BEEN BREACHED DUE TO CONSTRUCTION AS PER THE

CITY FORESTER SITE INSPECTIONS.

E C O R

ENVIRONMENTAL

3575 MACON ROAD, SUITE 15

COLUMBUS, GEORGIA 31907

TELEPHONE(706) 565-5985

columbus@emc-eng.com

EMC PROJECT 12-7098

Know what's

CIVIL SURVEYING

SHEET

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PROJECT #:6562.03M

2" R

12"

2" R

4" PEA GRAVEL

TURF

24"

#57 STONE

PERFORATED ADS N-12

NOTES:

1. PROTRUDING EDGES OF GEOTEXTILE SHOULD BE OVERLAPPED A MINIMUM OF 0.3 M (1 FT) TO

ENSURE COMPLETE COVERAGE OF UNDERDRAIN WIDTH.

2. TYPICAL TRENCH DIMENSIONS ARE 30 CM (1 FT) WIDE BY 60 CM (2 FT)

FRENCH DRAIN DETAIL (PEA GRAVEL)

FILTER FABRIC

SHALL BE

INSTALLED

BETWEEN PEA

GRAVEL AND

EXISTING GROUND

C-104

C O

N S

O N

D E

STORM CLEAN OUT

NOT TO SCALE

E C O R

SHEET

2 3

D E

S C

N D

S Y

M B

O L

B Y

PLATE

REFERENCE

NUMBER

S O

N N

N A

M E

D W

N B

C K

D B

D E

N E

D B

D A

S U

B M

D B

T S

C A

T D

C O

A C

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C A

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Y C

O D

U . S

. A R

M Y

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E E

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N A

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A D

E A

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N G

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SAVANNAH

PROJECT #:6562.03M

MARINE

EMC ENGINEERING SERVICES, INC.

ENVIRONMENTAL

3575 MACON ROAD, SUITE 15

COLUMBUS, GEORGIA 31907

TELEPHONE(706) 565-5985

columbus@emc-eng.com

EMC PROJECT 12-7098 Know what's

CIVIL SURVEYING

GSWCC

GEORGIA SOIL AND WATER

CONSERVATION COMMISSION

Christopher E Brazell

Level II Certified Design Professional

CERTIFICATION NUMBER 0000017298

ISSUED: 09/22/2009 EXPIRES: 09/22/2015

OWNER/FACILITY CONTACT:

OWNER:

U.S. ARMY INFANTRY CENTER, DPW, FORT BENNING

MR. CRAIG TAYLOR, DPW DIRECTOR

6650 MELOY DRIVE, BUILDING 6, ROOM 318

FORT BENNING, GA 31905

PHONE: (706) 545-3155

FACILITY CONTACT:

MR. FELIX SEDA, DPW EMD

6650 MELOY DRIVE, BUILDING 6, ROOM 318

FORT BENNING, GA 31905

PHONE: (706) 545-9879

THE POINT OF CONTACT FOR CIVIL SITE WORK FOR

THIS PROJECT IS:

EMC ENGINEERING SERVICES, INC.

CONTACT: CHRISTOPHER E. BRAZELL, PE

3575 MACON ROAD; SUITE 15

COLUMBUS, GA 31907

(706) 748-9035

TWENTY-FOUR HOUR CONTACT RESPONSIBLE

FOR EROSION AND SEDIMENT CONTROL:

RICK STOTTLEMYER

LIFECYCLE CONSTRUCTION SERVICES

CELL: (912) 344-7680

OPERATOR FOR PROJECT:

LIFECYCLE CONSTRUCTION SERVICES

GEORGE WOODS VICE PRESIDENT

1200 G STREET, NW

SUITE 8007

WASHINGTON, DC 20005

202-661-6113

PROJECT INFORMATION & DATA

1. THE PROJECT IS LOCATED IN LUMPKIN COUNTY, GA, WITHIN AST RANGER BATTALION CAMP MERRILL COMPLEX. THIS SITE IS LOCATED AT THE END OF CLOVERLEAF TRAIL, OFF OF HIGHTOWER CHURCH ROAD.

TOTAL SITE AREA: 2.6 AC

TOTAL DISTURBED AREA: 0.9± AC

VOLUME EARTHWORK: 178 CY

TOTAL CUT VOLUME: 178 YDS

TOTAL FILL VOLUME: 0 YDS

EARTHWORK QUANTITIES SHOWN ARE FOR PURPOSES OF PERMITTING ONLY AND SHOULD NOT BE USED

FOR CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXACT EARTHWORK

QUANTITIES.

2. EXISTING CONDITIONS: THE SITE CONSIST OF 2 BUILDINGS 43 AND 46, APPROXIMATELY 600±S.F. AND 2000±S.F. RECEPTIVELY. THE AREAS SURROUNDING THE REGIONS OF THE BUILDINGS CONSISTS OF 6 ROPE

CORRALS AND SOME GRASSED AREAS. .

3. PREDOMINANT SOIL TYPE: LUCY SAND 0 TO 5 PERCENT SLOPES.

4. STORMWATER MANAGEMENT CONSIDERATIONS: ETOWAH RIVER..

5. EXISTING CONTOURS OBTAINED BY: EMC ENGINEERING SERVICES INC. ON DECEMBER 13, 2012.

6. DISPOSAL OF DEBRIS: ALL DEBRIS WILL BE HAULED OFFSITE TO A STATE APPROVED LANDFILL.

7. INSTALLATION STATEMENT: THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL

OCCUR PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES.

8. PORTIONS OF THIS PROPERTY DOES NOT LIE WITHIN A FLOOD HAZARD ZONE.

IDENTIFY THE PROJECT RECEIVING WATERS AND DESCRIBE ALL ADJACENT AREAS INCLUDING STREAMS, LAKES, RESIDENTIAL AREAS, WETLANDS, ETC. WHICH MAY BE AFFECTED: THE RUN-OFF FROM THE SITE WILL DRAIN INTO

ETOWAH RIVER. THEN INTO ETOWAH RIVER WATERSHED #26 LAKE

SEDIMENT BASIN: N/A

SEE SHEET # N/A

EMD APPROVAL REVIEW: REVIEWER CERTIFICATION #

* ALL STATE WATERS MUST BE IDENTIFIED WITH A SIGN.

CHECKLIST #23:

LIMITS OF DISTURBANCE SHALL BE NO GREATER THAN 50 ACRES FOR EACH INDIVIDUAL PERMITTEE (I.E. PRIMARY, SECONDARY OR TERTIARY) AT ANY ONE TIME AND NO MORE THAN 50 CONTIGUOUS ACRES AT ONE TIME WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE EPD DISTRICT OFFICE. IF EPD APPROVES THE REQUEST TO DISTURB 50 ACRES OR MORE AT ANY ONE TIME, THE PLAN MUST INCLUDE AT LEAST 4 OF THE BMPS LISTED IN APPENDIX 1 OF THIS CHECKLIST. A COPY OF THE WRITTEN APPROVAL BY EPD MUST BE ATTACHED TO THE PLAN FOR THE PLAN

TO BE REVIEWED.

APPLICABLE: NOT APPLICABLE: X

CHECKLIST #30:

GPS LOCATION OF CONSTRUCTION EXIT:

34°37'17"N 84°06'20"W

24 HOUR CONTACT:

RICK STOTTLEMEYER

CELL: (540)207-8100

INITIAL PHASE

SPECIFIC PROJECT SCHEDULE

421 3 6

7 9 1110 12 13 14 16 17 18 19 20 21 22

INTERMEDIATE PHASE

FINAL PHASE

WEEKS

OVERALL DEVELOPMENT

PROJECT SCHEDULE

-1

INITIAL PROJECT INSTALL INITIAL PHASE E&SC BMP's ECT START-UP

421 3 5

INSTALL INTERMEDIATE PHASE E&SC BMP's

INSTALL FINAL PHASE E&SC BMP's

EROSION CONTROL BMP's MAINTENANCE

UNDERGROUND UTILITIES

MONTHS

PROJECT START DATE

PROJECT END DATE

INSTALL TEMPORARY GRASSING Ds1/Ds2

INSTALL PERMANENT GRASSING Ds4

REMOVE ALL TEMPORARY BMP'S

-2

VICINITY MAP

SITE

N.T.S.

C-105-CE01

E R

O S

C O

V E

CAMP WAHSEGA RD

K M

O U

C A

U N

R O

A D

M O

R R

N M

O R

R E

N O

G R

VE ST ( H

W Y60)

NORTH GROVE ST (H

WY 60)

HIG

HTOW

CHURCH R

DCAMP M

ERRILL

I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS DESCRIBED HEREIN BY MYSELF OR

MY AUTHORIZED AGENT, UNDER MY DIRECT SUPERVISION.

CERTIFICATION STATEMENTS

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," PUBLISHED BY THE STATE 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."

PRIMARY PERMITTEE/OWNER OR OPERATOR

DATE

"I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE

PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED

TO ASSURE THAT CERTIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE

INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO MANAGE

THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION,

THE INFORMATION

SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE, AND

COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE

INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT

FOR KNOWING VIOLATIONS."

CONTRACTOR #2 DATE

CONTRACTOR #3 DATE

CONTRACTOR #1 DATE

THE PRIMARY PERMITTEE MUST RETAIN THE DESIGN PROFESSIONAL WHO PREPARED THE EROSION, SEDIMENTATION AND POLLUTION

CONTROL PLAN, EXCEPT WHEN THE PRIMARY PERMITTEE HAS REQUESTED IN WRITING AND EPD HAS AGREED TO AN ALTERNATE DESIGN

PROFESSIONAL, TO INSPECT THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BMPS WHICH

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

BMPS HAVE BEEN INSTALLED AND ARE BEING MAINTAINED AS DESIGNED. THE DESIGN PROFESSIONAL SHALL REPORT THE RESULTS OF THE

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

BUSINESS DAYS OF RECEIPT OF THE INSPECTION REPORT FROM THE DESIGN PROFESSIONAL UNLESS WEATHER RELATED SITE CONDITIONS

ARE SUCH THAT ADDITIONAL TIME IS REQUIRED

SIGNATURE BLOCK_____________________________ DATE OF INSPECTION____________

I CERTIFY THAT THE RECEIVING WATER(S) OR THE OUTFALL(S) WILL BE MONITORED IN ACCORDANCE WITH THE EROSION, SEDIMENTATION AND

POLLUTION CONTROL PLAN.

AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMP’S WITH A HYDRAULIC COMPONENT MUST BE

CERTIFIED BY THE DESIGN PROFESSIONAL.

7 DAY DESIGNER INSPECTION REQUIREMENTS

CERTIFICATION AND SIGNATURE IN ACCORDANCE

WITH SECTION V.G.2d. OF THE PERMIT.

SIGNATURE BLOCK___________________________

NAME: __________________________________

24 25 26

E C O R

2 3

D E

S C

N D

S Y

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PLATE

REFERENCE

NUMBER

S O

N N

N A

M E

D W

N B

C K

D B

D E

N E

D B

D A

S U

B M

D B

T S

C A

T D

C O

A C

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C A

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Y C

O D

U . S

. A R

M Y

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E E

R D

C O

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S S

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N A

H D

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T R

A N

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G R

A D

E A

N D

R A

N G

E R

C A

M P

M E

R R

C O

M P

T B

E N

G A

N D

C A

M P

M E

R R

L, G E

O R

R O

P E

C O

R R

A L

SAVANNAH

PROJECT #:6562.03M

MARINE

EMC ENGINEERING SERVICES, INC.

ENVIRONMENTAL

3575 MACON ROAD, SUITE 15

COLUMBUS, GEORGIA 31907

TELEPHONE(706) 565-5985

columbus@emc-eng.com

EMC PROJECT 12-7098 Know what's

CIVIL SURVEYING

GSWCC

GEORGIA SOIL AND WATER

CONSERVATION COMMISSION

Christopher E Brazell

Level II Certified Design Professional

CERTIFICATION NUMBER 0000017298

ISSUED: 09/22/2009 EXPIRES: 09/22/2015

ITEMPLAN/PAGE Y/N/NA

CHECKLIST

EROSION SEDIMENTATION & POLLUTION CONTROL PLAN

STAND ALONE CONSTRUCTION PROJECTS

1. THE APPLICABLE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN CHECKLIST ESTABLISHED BY THE COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH THE LAND-DISTURBING ACTIVITY WAS PERMITTED. (THE COMPLETED CHECKLIST MUST BE SUBMITTED WITH THE ES&PC PLAN OR THE PLAN WILL NOT BE REVIEWED.)

EC02 Y

2. LEVEL II CERTIFICATION NUMBER ISSUED BY THE COMMISSION, SIGNATURE AND SEAL OF THE CERTIFIED DESIGN PROFESSIONAL. (SIGNATURE, SEAL AND LEVEL II NUMBER MUST BE ON EACH SHEET PERTAINING TO ES&PC PLAN OF THE

PLAN WILL NOT BE REVIEWED)

EC01

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

POLLUTION CONTROLS.

4. PROVIDE NAME, ADDRESS AND PHONE NUMBER OF THE PRIMARY PERMITTEE.

5. NOTE TOTAL AND DISTURBED ACREAGE OF THE PROJECT OR PHASE UNDER CONSTRUCTION.

6. PROVIDE LAND LOT AND DISTRICT NUMBER FOR SITE LOCATION. DESCRIBE CRITICAL AREAS AND ANY ADDITIONAL

MEASURES THAT WILL BE UTILIZED FOR THESE AREAS.

EC01/03 Y

7. PROVIDE VICINITY MAP SHOWING SITE'S RELATION TO SURROUNDING AREAS. INCLUDING DESIGNATION OF SPECIFIC

PHASE, IF NECESSARY.

9. EXISTING AND PROPOSED CONTOUR LINES WITH CONTOUR LINES DRAWN AT AN INTERVAL IN ACCORDANCE WITH THE

FOLLOWING:

EC10/11/12

8. GRAPHIC SCALE AND NORTH ARROW.

10. BOUNDARY LINE SURVEYY

12. DELINEATION OF ON-SITE WETLANDS AND ALL STATE WATERS LOCATED ON AND WITHIN 200 FEET OF THE PROJECT

SITE.

13. DELINEATION OF THE APPLICABLE 25-FOOT OR 50-FOOT UNDISTURBED BUFFERS ADJACENT TO STATE WATERS AND ANY ADDITIONAL BUFFERS REQUIRED BY THE LOCAL ISSUING AUTHORITY. CLEARLY NOTE AND DELINEATE ALL AREAS OF

IMPACT.

14. DELINEATE ALL SAMPLING LOCATIONS, PERENNIAL AND INTERMITTENT STREAMS AND OTHER WATER BODIES INTO

WHICH STORM WATER IS DISCHARGED.

15. STORM-DRAIN PIPE AND WEIR VELOCITIES WITH APPROPRIATE OUTLET PROTECTION TO ACCOMMODATE DISCHARGES

WITHOUT EROSION IDENTIFY/DELINEATE ALL STORM WATER DISCHARGE POINTS.

16. SOIL SERIES FOR THE PROJECT SITE AND THEIR DELINEATION.

17. IDENTIFY THE PROJECT RECEIVING WATERS AND DESCRIBE ALL ADJACENT AREAS INCLUDING STREAMS, LAKES, RESIDENTIAL AREAS, WETLANDS, ETC. WHICH MAY BE AFFECTED.

EC01

18. ANY CONSTRUCTION ACTIVITY WHICH DISCHARGES STORM WATER INTO AN IMPAIRED STREAM SEGMENT, OR WITHIN 1 LINEAR MILE UPSTREAM OF AND WITHIN THE SAME WATERSHED AS, ANY PORTION OF AN BIOTA IMPAIRED STREAM SEGMENT MUST COMPLY WITH PART III. C. OF THE PERMIT. INCLUDE THE COMPLETE APPENDIX 1 LISTING ALL THE BMP'S THAT WILL BE USED FOR THOSE AREAS OF THE SITE WHICH DISCHARGE TO THE IMPAIRED STREAM SEGMENT.

19. IF A TMDL IMPLEMENTATION PLAN FOR SEDIMENT HAS BEEN FINALIZED FOR THE IMPAIRED STREAM SEGMENT (IDENTIFIED IN ITEM 18 ABOVE) AT LEAST SIX MONTHS PRIOR TO SUBMITTAL OF NOI, THE ES&PC PLAN MUST ADDRESS ANY SITE SPECIFIC CONDITIONS OR REQUIREMENTS INCLUDED IN THE TMDL IMPLEMENTATION PLAN.

20. PROVIDE HYDROLOGY STUDY AND MAPS OF DRAINAGE BASINS FOR BOTH THE PRE- AND POST-DEVELOPED CONDITIONS

21. INITIAL DATE OF THE PLAN AND DATES OF ANY REVISIONS MADE TO PLAN INCLUDING THE ENTITY WHO REQUESTED

THE REVISIONS.

22. THE LIMITS OF DISTURBANCE FOR EACH PHASE OF CONSTRUCTION.

24. PROVIDE A MINIMUM OF 67 CUBIC YARDS OF SEDIMENT STORAGE PER ACRE DRAINED USING A TEMPORARY SEDIMENT BASIN, RETROFITTED DETENTION POND, AND/OR EXCAVATED INLET SEDIMENT TRAPS FOR EACH COMMON DRAINAGE LOCATION. SEDIMENT STORAGE VOLUME MUST BE IN PLACE PRIOR TO AND DURING ALL LAND DISTURBANCE ACTIVITIES UNTIL FINAL STABILIZATION OF THE SITE HAS BEEN ACHIEVED. A WRITTEN RATIONALE EXPLAINING THE DECISION TO USE EQUIVALENT CONTROLS WHEN A SEDIMENT BASIN IS NOT ATTAINABLE MUST BE INCLUDED IN THE PLAN FOR EACH COMMON DRAINAGE LOCATION IN WHICH A SEDIMENT BASIN IS NOT PROVIDED. WORKSHEETS FROM THE MANUAL MUST BE INCLUDED FOR STRUCTURAL BMP'S AND ALL CALCULATIONS USED BY THE DESIGN PROFESSIONAL TO OBTAIN THE

REQUIRED SEDIMENT STORAGE WHEN USING EQUIVALENT CONTROLS.

EC06/10/11 Y

25. USE OF ALTERNATIVE BMP'S WHOSE PERFORMANCE HAS BEEN DOCUMENTED TO BE EQUIVALENT TO OR SUPERIOR TO CONVENTIONAL BMP'S AS CERTIFIED BY A DESIGN PROFESSIONAL (UNLESS DISAPPROVED BY EPD OR THE GEORGIA SOIL AND WATER CONSERVATION COMMISSION). PLEASE REFER TO THE ALTERNATIVE BMP GUIDANCE DOOCUMENT

FOUND AT WWW.GASWCC.ORG

26. BEST MANAGEMENT PRACTICES TO MINIMIZE OFF-SITE VEHICLE TRACKING OF SEDIMENTS AND THE GENERATION OF

DUST.

EC02/04 Y

27. BMP'S FOR CONCRETE WASHDOWN OF TOOLS, CONCRETE MIXER CHUTES, HOPPERS AND THE REAR OF THE VEHICLES.

WASHOUT OF THE DRUM AT THE CONSTRUCTION SITE IS PROHIBITED.

EC04/06 Y

28. PROVIDE BMP'S FOR THE REMEDIATION OF ALL PETROLEUM SPILLS AND LEAKS.EC04

29. LOCATION OF BEST MANAGEMENT PRACTICES THAT ARE CONSISTENT WITH AND NO LESS STRINGENT THAN THE MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA. USE UNIFORM CODING SYMBOLS FROM THE MANUAL, CHAPTER 6, WITH LEGEND.

EC10/11/12

30. DESCRIPTION OF NATURE OF CONSTRUCTION ACTIVITY.

31. A DESCRIPTION OF APPROPRIATE CONTROLS AND MEASURES THAT WILL BE IMPLEMENTED AT THE CONSTRUCTION SITE INCLUDING: (1) INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BMP'S. (2) INTERMEDIATE

GRADING AND DRAINAGE BMP'S, AND (3) FINAL BMP'S

32. DESCRIPTION AND CHART OR TIMELINE OR THE INTENDED SEQUENCE OF MAJOR ACTIVITIES WHICH DISTURB SOILS FOR THE MAJOR PORTIONS OF THE SITE (I.E. INITIAL PERIMETER AND SEDIMENT STORAGE BMP'S, CLEARING AND GRUBBING ACTIVITIES, EXCAVATION ACTIVITIES, UTILITY ACTIVITIES, TEMPORARY AND FINAL STABILIZATION).

SWCD: PINE MOUNTAIN DISTRICT

ITEMPLAN/PAGE Y/N/NA

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

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

STATED ON PAGE 14 OF THE PERMIT.

34. DESCRIPTION OF THE MEASURES THAT WILL BE INSTALLED DURING THE CONSTRUCTION PROCESS TO CONTROL POLLUTANTS IN STORM WATER THAT WILL OCCUR AFTER CONSTRUCTION OPERATIONS HAVE BEEN COMPLETED.

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

DEVELOPMENT OF ES&PC PLAN AS STATED ON PAGE 14 OF THE PERMIT.

37. CERTIFICATION STATEMENT AND SIGNATURE OF THE PERMITTEE OR THE DULY AUTHORIZED REPRESENTATIVE AS STATED IN SECTION V.G.2.d. OF THE STATE GENERAL PERMIT.

38. AN ESTIMATE OF THE RUNOFF COEFFICIENT OR PEAK DISCHARGE FLOW OF THE SITE PRIOR TO AND AFTER

CONSTRUCTION ACTIVITIES ARE COMPLETED.

39. INDICATION THAT NON-EXEMPT ACTIVITIES SHALL NOT BE CONDUCTED WITHIN THE 25 OR 50 FOOT UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE WRESTED VEGETATION WITHOUT FIRST ACQUIRING THE NECESSARY

VARIANCES AND PERMITS.

40. INDICATION THAT THE DESIGN PROFESSIONAL WHO PREPARED THE ES&PC PLAN IS TO INSPECT THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BMP'S WITHIN 7 DAYS AFTER INSTALLATION.

41. INDICATION THAT AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMP'S WITH A

HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL.

42. INDICATION THAT WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED

BY SECTION 404 PERMIT.

43. DOCUMENTATION THAT ES&PC PLAN IS IN COMPLIANCE WITH WASTE DISPOSAL, SANITARY SEWER, OR SEPTIC TANK

REGULATIONS DURING AND AFTER CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED.

44. PROVIDE COMPLETE REQUIREMENTS OF INSPECTIONS AND RECORD KEEPING BY THE PRIMARY PERMITTEE.

45. PROVIDE COMPLETE REQUIREMENTS OF SAMPLING FREQUENCY AND REPORTING OF SAMPLING RESULTS.

46. PROVIDE COMPLETE DETAILS FOR RETENTION OF RECORDS AS PER PART IV.F. OF THE PERMIT.

47. DESCRIPTION OF ANALYTICAL METHODS TO BE USED TO COLLECT AND ANALYZE THE SAMPLES FROM EACH LOCATION.

48. APPENDIX B RATIONALE FOR OUTFALL SAMPLING POINTS WHERE APPLICABLE.

49. CLEARLY NOTE STATEMENT IN BOLD LETTERS -

50. CLEARLY NOTE MAINTENANCE STATEMENT IN BOLD LETTERS -

51. CLEARLY NOTE STATEMENT IN BOLD LETTERS -

52. PROVIDE DETAILED DRAWINGS FOR ALL STRUCTURAL PRACTICES. SPECIFICATIONS MUST, AT A MINIMUM, MEET THE

GUIDELINES SET FORTH IN THE MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA.

53. PROVIDE VEGETATIVE PLAN, NOTING ALL TEMPORARY AND PERMANENT VEGETATIVE PRACTICES. INCLUDE SPECIES, PLANTING DATES AND SEEDING, FERTILIZER, LIME AND MULCHING RATES. VEGETATIVE PLAN SHALL BE SITE SPECIFIC FOR APPROPRIATE TIME OF YEAR THAT SEEDING WILL TAKE PLACE AND FOR THE APPROPRIATE GEOGRAPHIC REGION

OF GEORGIA.

EC01

ALL

EC03/07

EC07

EC03/10/11/12

EC03

ALL

EC01

EC10/11/12

EC02/04

EC01

EC03

EC01

EC04

EC06

ALL

EC90

EC06

EC05

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

THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT

WITH, LAND DISTURBING ACTIVITIES."

" EROSION CONTROL MEASURES WILL BE MAINTAINED

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

THE SEDIMENT SOURCE."

"ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER

THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING."

EC10/11/12

EC03

EC10/11/12

K. ADD APPROPRIATE ORGANIC SOIL AMENDMENTS (E.G., COMPOST) AND CONDUCT PRE- AND POST-CONSTRUCTION SOIL SAMPLING TO A DEPTH OF SIX (6) INCHES TO DOCUMENT IMPROVED LEVELS OF SOIL CARBON AFTER FINAL

STABILIZATION OF THE CONSTRUCTION SITE.

L. USE MULCH FILTER BERMS, IN ADDITION TO A SILT FENCE, ON THE SITE PERIMETER WHEREVER STORM WATER MAY

BE DISCHARGED.

M. APPLY THE APPROPRIATE GEORGIA DEPARTMENT OF TRANSPORTATION APPROVED EROSION CONTROL MATTING

OR BLANKETS OR BONDED FIBER MATRIX TO ALL SLOPES STEEPER THAN 3:1.

N. USE APPROPRIATE EROSION CONTROL MATTING OR BLANKETS INSTEAD OF CONCRETE IN CONSTRUCTION STORM WATER DITCHES AND STORM DRAINAGES DESIGNED FOR A 25 YEAR, 24 HOUR RAINFALL EVENT.

O. USE ANIONIC PAM UNDER A PASSIVE DOSING METHOD (E.G., FLOCCULANT BLOCKS) WITHIN CONSTRUCTION STORM WATER DITCHES AND STORM DRAINAGES THAT FEED INTO TEMPORARY SEDIMENT BASINS AND RETROFITTED

MANAGEMENT BASINS.

P. INSTALL SOD FOR A MINIMUM 20 FOOT WIDTH, IN LIEU OF SEEDING, ALONG THE SITE PERIMETER WHEREVER STORM

WATER MAY BE DISCHARGED.

Q. USE A SURFACE DRAINING SKIMMER DESIGNED TO DRAIN TEMPORARY SEDIMENT BASINS AND RETROFITTED STORM

WATER MANAGEMENT BASINS OVER A MINIMUM THREE (3) DAY PERIOD.

R. CERTIFIED PERSONNEL SHALL CONDUCT INSPECTIONS AT LEAST TWICE EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF THE STORM THAT IS 0.5 INCHES RAINFALL OR GREATER IN ACCORDANCE WITH PART IV.D.4.A.(2). (A) - (C), PART IV.D.4.B.(3). (A) - (C )OR PART IV.D.4.C.(2). (A) - (C) OF THE NPDES PERMIT GAR 100003, AS

APPLICABLE.

S. APPLY THE APPROPRIATE COMPOST BLANKETS (MINIMUM DEPTH 1.5 INCHES) TO PROTECT SOIL SURFACES UNTIL VEGETATION IS ESTABLISHED DURING THE FINAL STABILIZATION PHASE OF THE CONSTRUCTION ACTIVITY.

T. USE ALTERNATIVE BMPS WHOSE PERFORMANCE HAS BEEN DOCUMENTED TO BE SUPERIOR TO CONVENTIONAL BMPS AS CERTIFIED BY A DESIGN PROFESSIONAL (UNLESS DISAPPROVED BY EPD OR THE STATE SOIL AND WATER CONSERVATION COMMISSION). ( IF USING THIS ITEM PLEASE REFER TO THE ALTERNATIVE BMP GUIDANCE DOCUMENT

FOUND AT WWW.GASWCC.ORG )

Effective January 1, 2009

APPENDIX 1 - ___ APPLICABLE __X_ NOT APPLICABLE

THE ES&PC PLAN MUST INCLUDE AT LEAST FOUR (4) OF THE FOLLOWING BMPS FOR THOSE AREAS OF THE SITE WHICH DISCHARGE TO A IMPAIRED STREAM SEGMENT AND FOR SITES WHICH EPD HAS APPROVED IN WRITING A REQUEST TO DISTURB 5O ACRES OR MORE AT ANY ONE TIME.

N/AN/A

MAP SCALE GROUND SLOPE CONTOUR INTERVALS, FT.

1"=100' OR FLAT 0-2% 0.5 OR 1

LARGER ROLLING 2-8% 1 OR 2

STEEP 8%+ 2, 5 OR 10

11. DELINEATION AND ACREAGE OF CONTRIBUTING DRAINAGE BASINS ON THE PROJECT SITE.EC03

EC03/07/10-12

23. LIMIT OF DISTURBANCE SHALL BE NO GREATER THAN 50 ACRES AT ANY ONE TIME WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE EPD DISTRICT OFFICE. IF EPD APPROVES THE REQUEST TO DISTURB 50 ACRES OR MORE AT ANY ONE TIME, THE PLAN MUST INCLUDE AT LEAST 4 OF THE BMP'S LISTED IN APPENDIX 1 OF THIS CHECKLIST.

(A COPY OF THE WRITTEN APPROVAL BY EPD MUST BE ATTACHED TO THE PLAN FOR THE PLAN TO BE REVIEWED.)

N/AN/A

INCLPLAN

PAGE

YEC01

YEC03/07

N/AN/A

YEC01/03/07

N/AN/A

EC02/03/04 Y

N/AN/A

A. DURING CONSTRUCTION ACTIVITIES, DOUBLE THE WIDTH OF THE 25 FOOT UNDISTURBED VEGETATED BUFFER ALONG ALL STATE WATERS REQUIRING A BUFFER AND THE 50 FOOT UNDISTURBED VEGETATED BUFFER ALONG ALL

STATE WATERS CLASSIFIED AS "TROUT STREAMS" REQUIRING A BUFFER.

DURING CONSTRUCTION ACTIVITIES, EPD WILL NOT GRANT VARIANCES TO ANY SUCH BUFFERS THAT ARE INCREASED

IN WIDTH.

B. INCREASE ALL TEMPORARY SEDIMENT BASINS AND RETROFITTED STORM WATER MANAGEMENT BASINS TO PROVIDE SEDIMENT STORAGE OF AT LEAST 3600 CUBIC FEET (134 CUBIC YARDS) PER ACRE DRAINED.

C. USE BAFFLES IN ALL TEMPORARY SEDIMENT BASINS AND RETROFITTED STORM WATER MANAGEMENT BASINS TO AT

LEAST DOUBLE THE CONVENTIONAL FLOW PATH LENGTH TO THE OUTLET STRUCTURE.

D. PLACE A LARGE SIGN (MINIMUM 4 FEET X 8 FEET) ON THE SITE VISIBLE FROM THE ROADWAY IDENTIFYING THE CONSTRUCTION SITE, THE PERMITTEE(S), AND THE CONTACT PERSON(S) AND TELEPHONE NUMBER(S).

E. USE ANIONIC POLYACRYLAMIDE (PAM) AND/OR MULCH TO STABILIZE AREAS LEFT DISTURBED FOR MORE THAN SEVEN (7) CALENDAR DAYS IN ACCORDANCE WITH PART III. D.1. OF THE NPDES PERMIT GAR 100003.

F. CONDUCT TURBIDITY AND TOTAL SUSPENDED SOLIDS (TSS) SAMPLING AFTER EVERY RAIN EVENT OF 0.5 INCH OR GREATER WITHIN ANY 24 HOUR PERIOD, RECOGNIZING THE EXCEPTIONS SPECIFIED IN PART IV.D.6.D. OF THE NPDES

PERMIT GAR 100003.

G. COMPLY WITH THE APPLICABLE END-OF-PIPE TURBIDITY EFFLUENT LIMIT, WITHOUT THE "BMP DEFENSE" AS

PROVIDED FOR IN O.C.G.A. 12-7-6 (A)(1).

H. LIMIT THE TOTAL PLANNED SITE DISTURBANCE TO LESS THAN 50% IMPERVIOUS SURFACES (EXCLUDING ANY

STATE-MANDATED BUFFER AREAS FROM SUCH CALCULATIONS).

I. LIMIT THE AMOUNT OF DISTURBED AREA AT ANY ONE TIME TO NO GREATER THAN 25 ACRES OR 50% OF THE TOTAL

PLANNED SITE, WHICHEVER IS LESS.

J. USE "DIRT II" TECHNIQUES TO MODEL AND MANAGE STORM WATER RUNOFF (E.G., SEEP BERMS, SAND FILTERS, ANIONIC PAM), AVAILABLE ON THE EPD WEBSITE, WWW.GAEPD.ORG.

C-106-CE02

E S

P C

C H

E C

S T

24 HOUR CONTACT:

RICK STOTTLEMEYER

CELL: (540)207-8100

E C O R

ENVIRONMENTAL

3575 MACON ROAD, SUITE 15

COLUMBUS, GEORGIA 31907

TELEPHONE(706) 565-5985

columbus@emc-eng.com

EMC PROJECT 12-7098

Know what's

CIVIL SURVEYING

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PROJECT #:6562.03M

GSWCC

GEORGIA SOIL AND WATER

CONSERVATION COMMISSION

Christopher E Brazell

Level II Certified Design Professional

CERTIFICATION NUMBER 0000017298

ISSUED: 09/22/2009 EXPIRES: 09/22/2015

SOIL INFORMATION:

THE "SOIL SURVEY OF LUMPKIN COUNTY,

GEORGIA" INDICATES THAT SOIL DATA IS AS

- TOCCOA SOILS (Toc)

HYDROLOGIC SOIL GROUP B

"K" FACTOR: 0.10

"T" FACTOR: 4

SOIL MAP

SCALE: 1"=40'

PRE-DEVELOPMENT MAP

SCALE: 1"=30'

POST-DEVELOPMENT MAP

SCALE: 1"=30'

RUN-OFF COEFFICIENT FOR

PRE-DEVELOPED CONDITIONS: 0.11

RUN-OFF COEFFICIENT FOR

POST-DEVELOPED CONDITIONS: 0.15

SOIL SERIES & K FACTOR DATA

TOCCA SOIL (Toc)

K FACTOR= 0.10

PROJECT TITLE:

FB-144-R REC #: ; ; ;

1. FORT BENNING CRITICAL AREAS: [SUPPLEMENT CHECKLIST #6,12,17 AND

19]

THE ESPCP MUST DELINEATE CRITICAL AREAS 200 FEET OF THE PROJECT LIMITS; AND/OR

PROVIDE A STATEMENT THAT CRITICAL AREAS DO NOT EXIST ON OR WITHIN 200 FEET OF THE PROJECT SITE. FOR THOSE WITHIN THESE LIMITS, THE ESPCP MUST PROVIDE A DESCRIPTION OF

SPECIFIC BMPS TO PROTECT THESE AREAS.

• IMPAIRED WATERS (GEORGIA 303(d) LIST):

• PROTECTED SPECIES (DNR MANUALS - OR ASSESSMENT REPORTS):

• CULTURAL RESOURCES (I.E. HISTORICAL OR ARCHEOLOGICAL SITES, ETC): NO

DIGGING OR VEHICLES ARE ALLOWED IN THESE AREAS. DELINEATIONS ARE TO BE

IDENTIFIED ONLY AS "SENSITIVE AREA". DO NOT USE THE WORDS HISTORICAL OR

ARCHEOLOGICAL SITES.

• WETLANDS:

NOTE: ALONG SENSITIVE AREAS, TWO ROWS OF TYPE C SILT FENCE OR ONE ROW TYPE C SILT FENCE BACKED BY HAYBALES SHALL BE USED. THIS REQUIREMENT WILL BE ON A CASE BY CASE BASIS, WITH LOCATION AND POTENTIAL TO BE IMPACTED DURING CONSTRUCTION AND/OR RAIN

EVENTS BEING CONSIDERED. PROGRAM MANAGER WILL SPECIFY THESE REQUIREMENTS IN

COORDINATION WITH THE NPDES REVIEWER.

2. FORT BENNING REQUIREMENTS FOR STEAM BUFFER VARIANCE (SBV):

[SUPPLEMENT CHECKLIST #13 AND 39]

UNDER NPDES CONSTRUCTION PERMIT, THERE IS A 25-FOOT BUFFER THAT APPLY TO ALL "STATE WATERS". THERE IS ALSO A 100-FOOT BUFFER THAT WILL APPLY FOR PROJECTS IN THE VICINITY

OF THE CHATTAHOOCHEE RIVER.

NO CONSTRUCTION ACTIVITIES SHALL BE CONDUCTED WITHIN A 25 FOOT BUFFER ALON THE

BANKS OF ALL STATE WATERS, AS MEASURED HORIZONTALLY FROM THE POINT WHERE

VEGETATION HAS BEEN WRESTED BY NORMAL STREAM FLOW OR WAVE ACTION, EXCEPT WHERE

A SBV IS APPROVED BY GA EPD. FOR A PROJECT THAT REQUIRES A SBV, THE ESPCP MUST BE

COMPLETED PRIOR TO SUBMIT THE SBV APPLICATION TO GA EPD. THE SBV APPLICATION

REQUIRES THE DPW DIRECTOR SIGNATURE FOR SUBMISSION. THE FOLLOWING MUST BE

ADDRESS IN THE ESPCP.

• DESCRIBE IN THE ESPCP IF A SBV WILL BE REQUIRED FOR THE PROJECT. IF CONSTRUCTION

IS TO TAKE PLACE IN A STATE WATER, THE ESPCP MUST SHOW STATE WATER SPECIFIC

DIVERSION PLANS, PIPES, ETC. THE INSTALLATION OF THESE DEVICES MAY BE SUBJECT TO

SECTION 404 OF THE FEDERAL CLEAN WATER ACT.

STREAM BUFFER VARIANCE REQUIRED

STREAM BUFFER VARIANCE NOT REQUIRED

• THE ESPCP MUST BE SUBMITTED TO THE ENVIRONMENTAL MANAGEMENT DIVISION FOR

REVIEW BEFORE APPROVAL OF THE SBV.

• THE SBV PACKAGE MUST BE COMPLETED IN ACCORDANCE TO THE E&SA OF 1975, AS

AMENDED, O.C.G.A. 12-7-6(b)(15). EMD WILL NEED A COMPLETE COPY OF SBV APPLICATION

FOR FINAL REVIEW, APPROVAL, AND RECORD KEEPING.

NOTE: ALONG STEAM BANKS BUFFERS AND OTHER SENSITIVE AREAS, TWO ROWS OF TYPE C SILT

FENCE OR ONE ROW TYPE C SILT FENCE BACKED BY HAY BALES SHALL BE USED. THIS IS

REGARDLESS THE WORK IS APPROVED UNDER A SBV OR EXEMPT FROM SBV.

SOME SBV WILL REQUIRE ADDITIONAL MEASUREMENTS TO ADDRESS LONG TERM WATER

QUALITY; INCLUDING BUT NOT LIMITED TO REDUCTION OF TOTAL SUSPENSE SOLIDS AND TARGET

POLLUTANTS.

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

STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION WITHOUT FIRST

ACQUIRING THE NECESSARY VARIANCES AND PERMITS.

3. SEDIMENT BASINS (Sd3) REQUIREMENTS AND CERTIFICATION. (GAR 100001-PART IV,D,3.b) [SUPPLEMENT CHECKLIST #24 AND 34]:

NOTE: THIS APPROVAL/DISAPPROVAL CERTIFICATION SHOULD BE PLACE IN THE SHEET WHERE

SEDIMENT BASIN SPECIFICATIONS AND DRAWING ARE LOCATED. IT WILL REQUIRE DPW

ENGINEER APPROVAL SIGNATURE IN THE FINAL DRAWING.

STORM WATER MANAGEMENT FOR POST CONSTRUCTION - FORT BENNING POLICY MEMORANDUM

JANUARY 13, 2009 AND 2009 NPDES MS4 PERMIT FORT BENNING POLICY/GUIDANCE. THE USE OF TEMPORARY Sd3 DURING CONSTRUCTION ACTIVITIES IS AUTHORIZED FOR ALL CONSTRUCTION

ACTIVITIES TO ENSURE DETENTION OF RUNOFF WATERS AND TRAP SEDIMENT TO ENSURE

SEDIMENTATION AND DEBRIS. PERENNIAL AND INTERMITTENT WATERS OF THE STATE SHALL NOT

BE USED FOR TEMPORARY OR PERMANENT SEDIMENT DETENTION. MUST MEET FB POLICY

MEMORANDUM FROM FT. BENNING AND 2009 NPDES MS4 PERMIT FORT BENNING

POLICY/GUIDANCE. DESIGN CONSIDERATIONS FOR STORM WATER MANAGEMENT AT FORT

BENNING SHALL AVOID THE IMPLEMENTATION OF PERMANENT STORM DETENTION / RETENTION

PONDS, UNLESS OTHERWISE APPROVED BY THE DPW ENGINEERING DIVISION CHIEF.

• THIS POLICY MEMORANDUM IN NO WAY RELIVES THE DESIGNER FROM THE RESPONSIBILITY

OF MANAGING POST-DEVELOPMENT RUNOFF AND PREVENTING SOIL EROSION AND

SEDIMENTATION IN THE DESIGN OF THE PROJECT IN ACCORDANCE WITH THE CLEAN WATER

ACT AND NPDES REGULATIONS. THE RECOMMENDED METHODS TO BE UTILIZED ARE: A.)

MODIFIED LEVEL SPREADERS; B.) WIDE GRASSED SWALES; AND C.) ON-SITE RUNOFF

INFILTRATION. THE PLAN MUST ALSO INCLUDE A TECHNICAL EXPLANATION OF THE BASIS

USED TO SELECT THESE PRACTICES WHERE FLOWS WILL EXCEED PRE-DEVELOPMENT

LEVELS.

• NOTE: OTHER STORMWATER MANAGEMENT MEASURES OTHER THAN THOSE DESCRIBED

ABOVE CAN BE FOUND IN THE GEORGIA STORMWATER MANAGEMENT MANUAL; AND WILL

REQUIRE APPROVAL AND AUTHORIZATION FORM FORT BENNING DPW. THESE INCLUDES BUT

NOT LIMITED TO: RIP-RAPPED LINED DISSIPATION AREAS(I.E. DITCHES AND/ OR OUTFALLS), WEEP/LEAK BERMS, BERMS WITH PERMANENT DOWN DRAINS, SUBTERRANEAN DETENTION

SYSTEMS.

• MAINTENANCE AND FINAL DISPOSAL OF TEMPORARY Sd3 IMPLEMENTED AT FORT BENNING

WILL BE ACCOMPLISHED IN ACCORDANCE TO THE GA MANUAL, 5TH EDITION - PAGE 6-151

REQUIREMENTS; AND/OR THE LATEST REVISION.

"SD-3 FINAL DISPOSAL - WHEN TEMPORARY STRUCTURES HAVE SERVED THEIR INTENDED

PURPOSE AND THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, THE

EMBANKMENT AND RESULTING SEDIMENT DEPOSITS ARE TO BE LEVELED OR OTHERWISE

DISPOSED OF IN ACCORDANCE WITH APPROVED SEDIMENT CONTROL PLAN. THE PROPOSED USE

OD A SEDIMENT BASIN WILL OFTEN DICTATE FINAL DISPOSITION OF THE BASIN AND ANY

SEDIMENT CONTAINED THEREIN. IF THE SITE IS SCHEDULED FOR FUTURE CONSTRUCTION, THEN

THE EMBANKMENT AND TRAPPED SEDIMENT MUST BE REMOVED, SAFELY DISPOSED OF, AND

BACKFILLED WITH A STRUCTURAL FILL. WHEN THE BASIN AREA IS TO REMAIN OPEN SPACE, THE

POND MAY BE PUMPED DRY, GRADED AND BACKFILLED." MANUAL FOR EROSION CONTROL AKA

THE GREEN BOOK PAGE 6-151.

NOTE: [FT. BENNING NO LONGER ALLOW THE USE OF PERMANENT SEDIMENT BASINS!!]

POINTS OF CONTACT FOR THIS ACTION ARE DPW ENGINEERING DESIGN BRANCH (706) 545-3109 /

(706) 681-0011 OR (706) 577-6485; AND/OR DPW MASTER PLANING DIVISION, (706) 545-9922, DPW SEDIMENT BASIN CERTIFICATION APPROVAL/DISAPPROVAL: THE USE OF ANY PERMANENT

Sd3 FOR THIS PROJECT AREA REQUIRES APPROVAL AND CERTIFICATION FROM FORT BENNING

DIRECTORATE PUBLIC WORK ENGINEER DIVISION AND/OR MASTER PLANNING.

APPROVED

DISAPPROVED

NOT APPLICABLE

OTHER:

DPW P.E. DPW ENGINEERING DESIGN BRANCH: TITLE:

SIGNATURE: DATE:

SAMPLING:

NTU VALUES FOR SAMPLING: [CHECKLIST # 48]

CIRCLE THE APPROPRIATE APPENDIX B VALUE AND LIST SP - AND NTU LIMITS FOR EACH

SAMPLING POINTS BELOW:

SP-1: NTU'S

SP-2: NTU'S

IN STREAM SAMPLING:

A DISCHARGE OF STORM WATER RUNOFF FROM DISTURBED AREAS WHERE BEST

MANAGEMENT PRACTICES HAVE TO BEEN PROPERLY DESIGNED, INSTALLED, AND MAINTAINED

SHALL CONSTITUTE A SEPARATE VIOLATION FOR EACH DAY ON WHICH SUCH DISCHARGE

RESULTS IN THE TURBIDITY OF RECEIVING WATER(S) BEING INCREASED BY MORE THAN TEN (10) NEPHELOMETRIC TURBIDITY UNITS FOR WATERS CLASSIFIED AS TROUT STREAMS OR MORE THAN

TWENTY-FIVE (25) NEPHELOMETRIC TURBIDITY UNITS FOR WATERS SUPPORTING WARM WATER

FISHERIES, REGARDLESS OF A PERMITEE'S CERTIFICATION UNDER PART II.B.1.i.

UPSTREAM SAMPLING POINTS DO NOT HAVE A NTU LIMIT

DOWNSTREAM POINTS= 25NTU DIFFERENCE FROM THE UPSTREAM NTU VALUE

NOTE: RATION FOR NO SAMPLING:

CHECK LIST #20 - PROVIDE THE PRE- AND POST-DEVELOPED CONDITIONS:

PRE: THE PROJECT SITE IS CURRENTLY VACANT WITH SCATTERED TREES AND GRASS COVER IN

POOR CONDITION.

POST: THE SITE WILL CONSIST OF SCATTERED CONEX BOXES AND A BUILDING SURROUNDED BY

GRAVEL AND CONCRETE SURFACES AND VEGETATIVE COVER. ALL AREAS NOT DESIGNATED TO

BE PAVED WITH EITHER GRAVEL OR CONCRETE SHALL BE STABILIZED WITH PERMANENT

VEGETATION

CHECK LIST #23 - LIMIT OF DISTURBANCE SHALL BE NO GREATER THAN 50 ACRES FOR EACH

INDIVIDUAL PERMITTEE (I.E. PRIMARY, SECONDARY OR TERTIARY) AT ANY ONE TIME AND NO

MORE THAN 50 CONTIGUOUS ACRES AT ONE TIME WITHOUT PRIOR WRITTEN AUTHORIZATION

FROM THE EPD DISTRICT OFFICE. IF EPD APPROVES THE REQUEST TO DISTURB 50 ACRES OR

MORE AT ANY ONE TIME, THE PLAN MUST INCLUDE AT LEAST 4 OF THE BMPS LISTED IN APPENDIX

1 OF THIS CHECKLIST.

( A COPY OF THE WRITTEN APPROVAL BY EPD MUST BE ATTACHED TO THE PLAN FOR THE PLAN

TO BE REVIEWED.)

CHECKLIST # 34 : DESCRIPTION OF THE MEASURES THAT WILL BE INSTALLED DURING THE

CONSTRUCTION PROCESS TO CONTROL POLLUTANTS IN STORM WATER THAT

WILL OCCUR AFTER CONSTRUCTION OPERATIONS HAVE BEEN COMPLETED.

( DESIGN PROFESSIONAL TO PROVIDE DESCRIPTION OF ALL MEASURES USED ON THIS PROJECT)

DISTURBED AREA STABILIZATION WITH PERMANENT GRASSING

*****NOTE:

THE ESCAPE OF SEDIMENT FROM THE SITE…

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