Belfast Keller Road _ I_95 to Cranston Bluff .pdf

DIRECTIONS SIGN

DO NOT ENTER

RECLAIMED WATER/IRRIGATION LINERECLAIMED WATER/IRRIGATION LINE

GRAVEL PILE

6' CHAIN LINK FENCE

6' CHAIN LINK FENCE

EXPOSED 2" PIPE W/ VALVEEXPOSED 2" PIPE W/ VALVE

HARGRAY TELECOMM. 3'x2' VAULTHARGRAY TELECOMM. 3'x2' VAULT

ROAD WORK SIGNROAD WORK SIGN

STOP SIGNSTOP SIGN

UNFINISHED BRICK SIGNUNFINISHED BRICK SIGN

4'x2' TELECOMM VAULT

STOP SIGN

EXPOSED BLUE WIRES

2" PIPE W/ VALVE

LYING ON GROUND

1" PVC IRRIGATION LINE

SPEED LIMIT SIGN

LYING ON GROUND

1" PVC IRRIGATION LINE

3'x2'HARGRAY TELECOMM. BOX

3.5'x2' CENTURY LINK TELECOMM. BOX

ROUNDABOUT AHEAD

WRONG WAY

WRONG WAY

CROSSWALK

MILES

1.729

0.000

1.729

NET LENGTH OF EXCEPTIONS

GROSS LENGTH OF PROJECT

NET LENGTH OF ROADWAY

NET LENGTH OF BRIDGES

NET LENGTH OF PROJECT

0.000

1.729

LENGTH OF PROJECT

COUNTY No.029

INTERSTATE

DEEP CREEK RD

G R E A T

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INTERSTATE

authorized agent, under my direct supervision."

site visit to the location described herein by myself or my

"I certify under penalty of law that this plan was prepared after a identified un-sampled receiving water."

representative of the increase in the turbidity of a specific each specific identified sampled receiving water will be

NPDES Permit No. GAR100002, that the increase in the turbidity of professional judgment, utilizing the factors required in the General body is not proposed to be sampled, I have determined in my specific identified perennial or intermittent stream and other water intermittent streams and other water bodies, or (b) where any such topographic map and all other field verified perennial and intermittent streams and other water bodies shown on the USGS

Control Plan provides for the monitoring of: (a) all perennial and

"I certify that the permittee's Erosion, Sedimentation and Pollution

NPDES Permit No. GAR100002."

methods is expected to meet the requirements contained in the General that the designed system of best management practices and sampling receiving water(s) or the sampling of the storm water outfalls and disturbing activity was permitted, provides for sampling of the

Conservation Commission as of January 1 of the year in which the land in Georgia" (Manual) published by the State Soil and Water

Control Act and the document "Manual for Erosion and Sediment Control best management practices required by the Georgia Water Quality

Control Plan provides for an appropriate and comprehensive system of

"I certify that the permittee's Erosion, Sedimentation and Pollution

NPDES Permit No. GAR100002."

Plan has been prepared in accordance with Part IV, of the General

"I certify that this Erosion, Sedimentation and Pollution Control

EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN

LOCATION SKETCH

0001 50-and the North American Vertical Datum (NAVD) of 1988.

Georgia Coordinate System of 1984(NAD1983)/94 East Zone, This project has been prepared using the Horizontal

PLAN AND PROFILE OF PROPOSED

P O

E

STA 130+03.92

BEGIN CONSTRUCTION

BEGIN PROJECT

STA 206+42.14

END CONSTRUCTION

END PROJECT

20+00.00

ROAD 2

STA 12+50.00

ROAD 1

STA 151+00.51

BELFAST KELLER

INTERSECTION

STA 40+00.00

GREAT OGEECHEE PARKWAY

STA 162+98.97

BELFAST KELLER

INTERSECTION

STA 33+22.49

ROAD 3

STA 162+97.42

BELFAST KELLER

INTERSECTION

STA 50+00.00

DRIVE

OUTFITTERS PARK

STA 170+04.15

BELFAST KELLER

INTERSECTION

STA 63+80.00

HEARTWOOD AVENUE

STA 177+48.16

BELFAST KELLER

INTERSECTION

STA 70+00.00

HEARTWOOD AVENUE

STA 178+61.17

BELFAST KELLER

INTERSECTION

STA 90+00.00

ROAD ACCESS 7

STA 81+60.00

ROAD ACCESS 6

STA 189+32.16

BELFAST KELLER

INTERSECTION

STA 95+00.00

DENDRON DRIVE

STA 198+86.10

BELFAST KELLER

INTERSECTION

REVISIONS

PLANS COMPLETED - -

DATE ENTITY REQUESTING REVISION(S)

DRAWING NUMBER(S)

24 HOUR CONTACT:

Contractor shall complete the information in this box.

Certification Number

GSWCC LEVEL II

0000024601

Date:

BY:

PLANS PREPARED

DOYLE D. KELLEY, P.E. - ENGINEER

-81.3362° Longitude:

31.8632° Latitude:

MID-POINT COORDINATES

Longitude: -81.3302°

31.8555° Latitude:

END-POINT COORDINATES

Longitude: -81.3240°

Latitude: 31.8478°

BEGIN-POINT COORDINATES

Name

Phone Number

Email Address

PRIMARY PERMITTEE

EMAIL: KCROASMUN@BRYAN-COUNTY.ORG

PHONE: (912) 756-7953

CONTACT: KIRK CROASMUN

RICHMOND HILL, GEORGIA 31324

66 CAPTAIN MATTHEW FREEMAN DRIVE

BRYAN COUNTY

Street Address

City. State Zip dent.t

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DRAWING No.

EROCOV-CE

SIGNATURE

GSWCC LEVEL II CERT.#

THOMAS & HUTTON

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ESPCP GENERAL NOTES

I-95 TO CRANSTON BLUFF

BELFAST KELLER ROAD

GSWCC LEVEL II Certification NumberDate: DOYLE KELLEY, P.E. - ENGINEER

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0000024601

#5

#8

#47

#29

EROSION, SEDIMENTATION & POLLUTION CONTROL NOTES

SEED SPECIES

(PERMANENT)

BERMUDA (HULLED)

(TEMPORARY)

BERMUDA (UNHULLED)

ABRUZZI RYE

APPLICATION/ACRE

10 LBS/AC

10 LBS/AC

50 LBS/AC

PLANTING DATE

3/1 - 9/1

9/1 - 3/1

#3#4

#19

#20

#21

#17

#18

#52

#14

#26

#27

#52

PHONE: 912-756-7953

EMAIL: KCROASMUN@BRYAN-COUNTY.ORG

CONTACT: KIRK CROASMUN

RICHMOND HILL, GA 31324

66 CAPTAIN MATTHEW FREEMAN DRIVE, SUITE 201

BRYAN COUNTY COMMUNITY DEVELOPMENT

EROSION, SEDIMENTATION AND POLLUTION CONTROLS

24 HOUR CONTACT PERSON RESPONSIBLE FOR

#48

DATE: 09/13/2024

PROJECT #J-27691.0083

BRYAN COUNTY, GEORGIA

BELFAST KELLER ROAD I-95 TO CRANSTON BLUFF

17. ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING.

EROSIOIN CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE.

16. EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE

PRACTICES PRIOR TO LAND-DISTURBING ACTIVITIES.

15. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND

PERIMETER CONTROL BMPS, AND SEDIMENT BASINS WITHIN 7 DAYS AFTER INSTALLATION.

14. THE DESIGN PROFESSIONAL WHO PREPARED THE ES&PC PLAN IS TO INSPECT THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS, REQUIREMENTS AND PERIMETER CONTROL BMPS IN ACCORDANCE WITH PART IV.A.5 WITHIN SEVEN (7) DAYS AFTER INSTALLATION.

WHICH CONSTRUCTION ACTIVITIES OCCUR. THE DESIGN PROFESSIONAL WHO PREPARED THE PLAN MUST INSPECT THE INITIAL SEDMIENT STORAGE

SUB-PARTS OR SEGMENTS OF THE CONSTRUCTION SITE. FAILURE TO COMPLY SHALL CONSTITUTE A VIOLATION OF THIS PERMIT FOR EACH DAY ON

INITIAL SEDIMENT STORAGE REQUIREMENTS (AND PERM GRUBBING AND GRADING) WITHIN THE CONSTRUCTION SITE OR WHEN APPLICABLE. WITHIN PHASED

13. EXCEPT AS REQUIRED TO INSTALL THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BMPS AS DESCRIBED IN PART IV.D.3., THE

IMPLEMENTATION PLAN.

SIX MONTHS PRIOR TO SUBMITTAL OF NOI, THE ES&PC PLAN MUST ADDRESS ANY SITE-SPECIFIC CONDITIONS OR REQUIREMENTS INCLUDED IN THE TMDL

12. IF A TMDL IMPLEMENTATION PLAN FOR SEDIMENT HAS BEEN FINALIZED FOR THE IMPAIRED STREAM SEGMENT (IDENTIFIED IN ITEM 11ABOVE) AT LEAST

WITHIN THE SAME WATERSHE AS, ANY PORTION OF AN BIOTA IMPAIRED STREAM SEGMENT MUST COMPLY WITH PART III. C. OF THE PERMIT.

11. ANY CONSTRUCTION ACTIVITY WHICH DISCHARGES STORM WATER INTO AN IMPARIED STREAM SEGMENT, OR WITHIN 1 LINEAR MILE UPSTREAM OF AND

10. WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A SECTION 404 PERMIT.

THE DESIGN PREOFESSIONAL.

9. AMENDMENT/REVISIONS TO THE ES&PC PLANS WHICH HAVE A SIGNIFICANT EFFECT ON BMP'S WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY

8. NO ACTIVITIES SHALL BE CONDUCTED WITHIN THE 25 OR 50-FOOT STREAM BUFFER ALONG THE BANKS OF ALL STATE WATERS.

RAPID RUN-OFF OF STORM WATER.

7. SITE DRAINAGE SHALL BE ESTABLISHED TO PREVENT AN PONDED WATER CONDITIONS WITHIN THE CONSTRUCTION AREA AND TO FACILITATE THE

PROVIDE NECESSARY TEMPORARY DRAINAGE SWALES TO INSURE STORM WATER DOES NOT POND ON SITE.

6. CONTRACTOR SHALL MAINTAIN SITE ON A DAILY BASIS TO PROVIDE FOR POSITIVE DRAINAGE. CONTRACTOR, AT HIS COST, SHALL GRADE SITE AND

SAME IS SHOWN AS INFORMATION ONLY, IS NOT GUARANTEED AND DOES NOT BIND THOMAS & HUTTON, OR THE OWNER IN ANY WAY.

NOTES, OR IN ANY OTHER MANNER, IS BASED UPON FIELD INVESTIGATIONS AND IS BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE

5. THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS, OR IN ANY WAY INDICATED THEREBY, WHETHER BY DRAWINGS OR

SUSPENDED FOR AN INDEFINITE LENGTH OF TIME, ALL DISTURBED AREAS SHALL BE PLANTED WITH PERMANENT VEGETATION.

DOCUMENT. EROSION AND SEDIMENT CONTROL MEASURES WILL REMAIN IN PLACE AND BE MAINTAINED UNTIL THE ENTIRE PROJECT IS TERMINATED OR

UNDERSTANDING OF THE CONCEPTS, APPLICATIONS, STANDARDS AND SPECIFICATIONS OF THE BEST MANAGEMENT PRACTICES LISTED IN SAID

FAMILIAR WITH THE "NARRATIVE DESCRIPTION: LAND DISTURBING ACTIVITIES" REPORT THAT ACCOMPANIES THIS PROJECT, AND HAVE A CLEAR

ACTUAL FIELD CONDITIONS AT THE TIME OF CONSTRUCTION IN ORDER TO PREVENT EROSION AND CONTROL SEDIMENT. THE CONTRACTOR SHALL BE

4. EROSION CONTROL MEASURES ARE THE MINIMUM REQUIRED. THE CONTRACTOR SHALL PROVIDE ADDITIONAL CONTROL MEASURES AS DICTATED BY

FORECAST.

ACTIVITIES TO MINIMIZE THE EXPOSED AREA AND DURATION OF EXPOSURE. IN SCHEDULING, TAKE INTO ACCOUNT THE SEASON AND THE WEATHER

OF INLETS AND PIPE (EXISTING AND PROPOSED) SHALL BE CONSIDERED PART OF THE COST FOR PIPE ON THE PROJECT. SCHEDULE CONSTRUCTION

3. CONTRACTOR SHALL FLUSH ALL INLETS AND PIPE AT THE COMPLETION OF CONSTRUCTION TO REMOVE SILT AND DEBRIS. THE CLEANING AND FLUSHING

TO COMMENCEMENT OF ANY WORK.

THE UTILITIES PROTECTION CENTER AT 1-800-282-7411 TO COORDINATE THE MARKING OF EXISTING UTILITY LINES A MAXIMUM OF 72 HOURS PRIOR

UNDERGROUND OR OVERHEAD FACILITIES, EVEN IF THE UTILITY IS NOT SHOWN ON THE SITE DEVELOPMENT PLANS. THE CONTRACTOR SHALL CONTACT

ORIGINAL, RELOCATED OR NEWLY INSTALLED POSITION. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE COST OF REPAIRS TO DAMAGED

2. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL EXISTING UTILITIES. EXISTING UTILITIES ARE ALL UTILITIES ON THE PROJECT IN AN

PERMIT AS WELL AS LOCAL, STATE AND FEDERAL REGULATIONS OR LAWS APPLY REGARDLESS OF SPECIFIC INCLUSIONS IN THIS PLAN.

1. THIS PLAN WAS PREPARED AS REQUIRED BY NPDES GENERAL PERMIT NO.100002. THESE PLAN SHEETS AND ALL REQUIREMENTS OF THE GENERAL

THE PROCESS OF BEING INSTALLED, OR HAVE FAILED DUE TO SOME UNFORESEEN FACTOR.

IN OR INSUFFICIENT, ARE PRACTICAL, NOT ARE METHODS CONTROL EROSION WHEN SEDIMENT RETAIN TO PLANNED

BE SHOULD STRUCTURES RETENTION SEDIMENT SOURCE. ITS AT EROSION CONTROL TO IS HOWEVER, SEDIMENT, CONTROLLING OF METHOD EFFECTIVE MOST THE DISTURBED. BE TO SITE THE ON SEDIMENT TRAP OR FILTER

TO INSTALLED BE SHOULD STRUCTURES RELATED AND BARRIERS SEDIMENT BASINS, SEDIMENT SEDIMENT. RETAIN 5.

POSSIBLE AFTER THE START OF CONSTRUCTION.

AS SOON AS OPERATION IN BE SHOULD FACILITIES THESE DISCHARGES. PEAK PROJECTED OF VELOCITIES THE

WITHSTAND TO DESIGNED BE SHOULD WATER STORM OF CONVEYANCE FOR FACILITIES PERMANENT OR TEMPORARY

SITE. THE FROM RUNOFF INCREASED FROM RESULTING FACILITIES DOWNSTREAM TO DAMAGE AND FLOODING PREVENT

TO STRUCTURES RETENTION WATER STORM OF INSTALLATION THE TO GIVEN BE ALSO SHOULD CONSIDERATION

MEASURES. CONSERVATION SIMILAR OR WATERWAYS STABLE DIVERSIONS, DRAINS, STORM USING OUTLET STABLE

A TO CONVEYED SAFELY BE SHOULD DEVOLOPMENT THE FROM RUNOFF RUNOFF. ACCOMMODATE OR RETAIN 4.

OR MULCH.

VEGETATION TEMPORARY SUBBASE, GRAVEL THE WITH AREAS PAVED AND AREAS, PARKING ROADWAYS, ALL STABILIZE

DESIGN. THE IN CONSIDERED MAINTENANCE OF EASE AND STABLE BE SHOULD FILL OR CUT A OF SLOPE FINISHED

THE GRADE. FINISHED OBTAINING ON ANTICIPATED IS DELAY A IF COMPLETED IS GRADING ROUGH AFTER IMMEDIATELY

EMPLOYED BE SHOULD MEASURES TEMPORARY THESE VEGETATION. PERMANENT ESTABLISH TO PRACTICAL

NOT IS IT WHERE AREAS ON EFFECTIVE MOST BE CAN MULCHES AND VEGETATION TEMPORARY DISTURBED. IS LAND

THE AFTER POSSIBLE AS QUICKLY AS EMPLOYED BE SHOULD MEASURES, THSES OF COMBINATION A OR MULCH, AND

VEGETATION, PERMANENT OR TEMPORARY STRUCTURES, PERMANENT IMMEDIATELY. AREAS DISTURBED STABILIZE 3.

STORMWATER FOR THE PROPOSED UTILITIES.

RESPONSIBLE FOR ALL MEASURES THAT HE DEEMS NECESSARY TO MINIMIZE THE EXPOSURE TO PRECIPITATION AND

INCLUDING BUT NOT LIMITED TO, PLASTIC SHEETING OR TEMPORARY ROOFING. THE CONTRACTOR SHALL BE

CONTRACTOR SHALL PROVIDE MEASURES TO COVER ALL BUILDING MATERIALS AND BUILDING PRODUCTS ON-SITE, PROJECT'S STORM WATER.

PERMANENT GRASSING SHALL REMAIN IN PLACE AFTER PROJECT IS COMPLETED TO CONTROL POLLUTANTS IN THE

CAPTURED ON-SITE.

PROTECTED FROM THE EROSIVE FORCES OF WIND, RAIN, AND RUNOFF, AND SECOND THAT ERODED SOIL CAN BE

EFFECTIVE EROSION, SEDIMENTATION AND POLLUTION CONTROL REQUIRES FIRST THAT THE SOIL SURFACE BE

EMPLOYED TO LIMIT THE DURATION OF SOIL EXPOSURE.

SCHEDULING CONSTRUCTION WITH SUPPLEMENTED AND PROTECTED RETAINED, BE SHOULD VEGETATION NATURAL

TIME. GIVEN A AT DEVELOPED BE TO SITE THE OF AREAS THOSE ONLY TO LIMITED BE SHOULD VEGETATION NATURAL

OF CLEARING MINIMIZED. BE SHOULD ELEMENTS EROSION TO EXPOSURE OF DURATION AND AREA DISTURBED THE 2.

MINIMIZED IF A SITE IS SELECTED FOR A SPECIFIC ACTIVITY.

BE CAN COSTS MAINTENANCE AND DEVELOPMENT CONTROL, EROSION PRACTICES. ENGINEERING SOUND THROUGH

LIMITATIONS THE OVERCOMING WITHOUT UTILIZED BE NOT SHOULD USES INTENDED THE FOR LIMITATIONS SEVERE WITH

SOILS AND SOILS, ERODIBLE SLOPES, STEEP OF AREAS AVOIDED. BE SHOULD FLOODING TO SUBJECT AREAS SITE.

THE OF PORTION LEVEL MOST THE ON LOCATED BE SHOULD AREAS GRADED LARGE SITE. THE OF CHARACTERISTICS

NATURAL THE TO CONFORM ACTIVITY THE OF FEATURES PERMANENT OTHER AND BUILDINGS ROADWAYS, THE ASSURE TO EMPLOYED BE SHOULD PLANNING DETAILED SOILS. AND TOPOGRAPHY THE TO ACTIVITY THE FIT 1.

MAXIMUM EXTENT POSSIBLE, IN ALL PLANNING.

THE TO UTILIZED, BE SHALL PRINCIPALS KEY FOLLOWING THE DEGRADATION. ENVIRONMENTAL ADVERSE WITHOUT

DEVELOPMENT ORDERLY IN RESULT WILL CONSTRUCTION, DURING APPLIED EXPEDITIOUSLY AND CONSCIENTIOUSLY

WHEN MEASURES PLANNED THESE STAGE. PLANNING THE IN MADE BE MEASURES CONTROL SEDIMENT FOR PROVISIONS

THAT IMPERATIVE IS IT EFFECTIVE, BE TO PROGRAM CONTROL POLLUTION AND SEDIMENTATION EROSION, AN FOR

GENERAL DESIGN PRINCIPLES

LAND DISTURBING ACTIVITIES PLAN

INJURIOUS TO HUMAN HEALTH, WELFARE OR SAFETY, OR TO ANIMALS OR PLANT LIFE.

AIR MOVEMENT OF DUST ON CONSTRUCTION SITE AND HAUL ROUTES. THE PURPOSE OF THE MEASURE IS TO REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES, WHICH MAY BE HARMFUL OR

INSPECTION OF THE GRASS COVER SHALL BE PERFORMED TO IDENTIFY AREAS REQUIRING REESTABLISHMENT OF GRASS. DUST CONTROL ON DISTURBED AREAS - CONTROLLING SURFACE AND

FERTILIZER SHALL BE APPLIED AT A RATE OF 1,500 LBS/AC. LIME SHALL BE APPLIED AT A RATE OF 1,500 LBS/AC. MULCHING SHALL BE SPREAD AT A RATE OF 2.0 TONS/AC. WEEKLY

MAN-INDUCED ACCELERATED EROSION.

BARE FOR PERIODS OF TIME, PROPER PLANNING AND USE OF CONTROL MEASURES CAN REDUCE THE IMPACT OF

THE PRE-CONSTRUCTION RATE. EVEN THOUGH CONSTRUCTION REQUIRES THAT LAND BE DISTURBED AND BE LEFT

SITE'S SUSCEPTIBILITY TO EROSION. DISTURBED LAND MAY HAVE AN EROSION RATE 1,000 TIMES GREATER THAN

GROUND COVER ON AN UNDISTURBED SITE PROTECTS THE SURFACE, REMOVAL OF THAT COVER INCREASES THE

WHEN LAND IS DISTURBED AT A CONSTRUCTION SITE, THE EROSION RATE ACCELERATES DRAMATICALLY. SINCE

PROCESSES AND PRINCIPLES OF EROSION, SEDIMENTATION AND POLLUTION

BE INSTALLED PRIOR TO OR CONCURRENT WITH LAND DISTURBING ACTIVITIES.

COMPLETED ON OR ABOUT MAY 2024. THE INSTALLATION OF EROSION CONTROL MEASURES AND PRACTICES SHALL

CONSTRUCTION. IT IS ANTICIPATED THAT CONSTRUCTION ACTIVITIES WILL BEGIN ON OR ABOUT MAY 2023, AND BE

CONSTRUCTION ACTIVITIES WILL INVOLVE NORMAL CONSTRUCTION ACTIVITIES ASSOCIATED WITH ROADWAY

CONSTRUCTION

9-13-2024

PLANS FOR CLARITY.

TYPICALLY THE RIGHT-OF-WAY OR PERMANENT EASEMENT. LIMITS OF DISTURBANCE ARE LABELED THROUGHOUT

LIMITS OF DISTURBANCE FOR ROADWAY PROJECTS ARE TYPICALLY 10 FEET OFF CONSTRUCTION LIMITS, WHICH IS

PHONE: 912-756-7953

EMAIL: KCROASMUN@BRYAN-COUNTY.ORG

CONTACT: KIRK CROASMUN

RICHMOND HILL, GA 31324

66 CAPTAIN MATTHEW FREEMAN DRIVE, SUITE

BRYAN COUNTY COMMUNITY DEVELOPMENT

DEVELOPER/OWNER

TEMPORARY AND PERMANENT VEGETATIVE PRACTICE SHALL BE AS FOLLOWS:

VISUAL RESOURCES.

PERMANENT STABILIZATION. THE PURPOSE IS TO STABILIZE THE SOIL, REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM AREAS, AND IMPROVE WILDLIFE HABITAT AND

DISTURBED AREA STABILIZATION (WITH PERMANENT VEGETATION)- PLANTING PERENNIAL VEGETATION, SUCH AS TREES, SHRUBS, VINES, GRASSES, OR LEGUMES, ON EXPOSED AREAS FOR FINAL

* IMPROVE TILTH AND ADD ORGANIC MATTER FOR PERMANENT PLANTINGS

* PROTECT SOIL SURFACE FROM EROSION

* IMPROVE AESTHETICS

* IMPROVE WILDLIFE HABITAT

* REDUCE EROSION, SEDIMENT AND RUNOFF DAMAGES TO DOWNSTREAM RESOURCES

DENUDED AREAS. THE PURPOSE OF THE MEASURE IS TO:

DISTURBED AREA STABILIZATION (WITH TEMPORARY SEEDINGS)- ESTABLISHING TEMPORARY VEGETATIVE COVER WITH FAST GROWING SEEDINGS FOR SEASONAL PROTECTION ON DISTURBED OR

EXISTING VEGETATION.

BURNING SHALL BE BURNED IN A MANNER THAT WILL AVOID ALL HAZARDS, SUCH AS DAMAGE TO EXISTING STRUCTURES, CONSTRUCTION IN PROGRESS, TREES TO BE PRESERVED, AND

ALL CLEARED MATERIAL SHALL BE REMOVED FROM THE SITE OR BURNED. DISPOSAL BY BURNING MAY ONLY BE DONE WHEN APPROVED BY THE BRYAN COUNTY. MATERIAL DISPOSED OF BY

OF EMPLOYEES AND OTHERS. ALL STUMP HOLES MUST BE FILLED USING CLEAN FILL DIRT, PLACED IN ONE FOOT LIFTS AND ADEQUATELY COMPACTED.

TO EXISTING STRUCTURES AND INSTALLATIONS, AND TO THOSE UNDER CONSTRUCTION, TO PROPERTY EXISTING OUTSIDE THE AREAS TO BE CLEARED, AND SO AS TO PROVIDE FOR THE SAFETY

SMALLER TREES SHALL BE REMOVED FIRST TO ALLOW THE LARGER TREES TO BE FELLED WITH MORE CARE. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED SO AS TO PREVENT DAMAGE

VEGETATIVE MEASURES

DRAINAGE WAYS OR STORM DRAINAGE SYSTEMS BY SLOWING STORM WATER RUNOFF AND CAUSING THE DEPOSITION AT THE STRUCTURE.

BALES, BRUSH PILES AND OTHER FILTERING MATERIAL. THE PURPOSE OF THE MEASURE IS TO PREVENT SEDIMENT CARRIED BY SHEET FLOW FROM LEAVING THE SITE AND ENTERING NATURAL

SEDIMENT BARRIER - TEMPORARY STRUCTURES TYPICALLY CONSTRUCTED OF SILT FENCE SUPPORTED BY STEEL OR WOOD POSTS. OTHER TYPES OF BARRIERS MAY INCLUDE SANDBAGS, STRAW

OR PARKING AREA, THE PURPOSE OF THE MEASURE IS TO REDUCE OR ELIMINATE THE TRANSPORT OF MUD FROM THE CONSTRUCTION AREA BY MOTOR VEHICLES OR BY RUNOFF.

CONSTRUCTION EXIT - A STONE STABILIZED PAD LOCATED AT ANY POINT WHERE TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE TO A PUBLIC RIGHT-OF-WAY, STREET, ALLEY, SIDEWALK, STRUCTURAL PRACTICES

EROSION, SEDIMENTATION AND POLLUTION CONTROL PRACTICES

BRYAN COUNTY GEORGIA : Mn - Mascotte; As - Albany, Ol - Olustee, Oj - Ocilla;

SOILS WITHIN THE PROJECT AREA CONSISTS OF THE FOLLOWING SERIES BASED ON USGS SOILS SURVEY DATA FOR

VELOCITY FOR THE 25 YEAR STORM EVENT PEAK FLOW AS REQUIRED.

OUTLET PROTECTION (ST-RP/24" TP1) ARE PROVIDED AT ALL OUTFALL LOCATIONS. THIS WILL REDUCE THE

DEVELOPMENT LEVELS FOR THE PROJECT. TO ACCOUNT FOR THE ADDITIONAL VELOCITY INCREASES, STORM DRAIN

DEVELOPMENT DISCHARGE AND VELOCITY LEVELS AT THE OUTFALL LOCATIONS WILL EXCEED THAT OF PRE-

DRAINAGE SWALES AND DRAINGE PIPE SYSTEMS, AND ULTIMATELY TO THE OGEECHEE RIVER. ALL POST-

CONSTRUCTION WILL BE APPROX. 82. SURFACE RUNOFF FROM THE SITE DRAINS INITIALLY INTO SURROUNDING

IMPERVIOUS AREA FROM NEW ROADWAY. THE RUNOFF COEFFICIENT PRIOR TO IS APPROX. 79 AND AFTER

POST DEVELOPMENT RUNOFF FROM THE SITE WILL INCREASE FROM PRE-DEVELOPMENT DUE TO INCREASE IN

AND ONE R-CUT AT THE FUTURE ACCESS LOCATION.

THE CORRIDOR. THE DESIGN WILL INCLUDE 2 FULL ACCESS INTERSECTION, A ROUNDABOUT AT HEARTWOOD AVENUE, IMPROVEMENTS ARE BEING COMPLETED TO ACCOMODATE THE COMING GROWTH AT THE INTERCHANGE AND ALONG

TO GREAT OGEECHEE PARKWAY, THEN TRANSITION TO A FOUR LANE DIVIDED SECTION TO THE SCHOOL. THE

6,100' EAST OF I-95. THE WIDENING WILL BE FROM AN EXISTING TWO-LANE SECTION TO A SIX LANE SECTION UP

THE EASTERN ROUNDABOUT OF THE I-95 INTERCHANGE TO THE NEW HIGH SCHOOL SITE LOCATED APPROXIMATELY

THE PROJECT CONSISTS OF ROADWAY WIDENING OF APPROXIMATELY 1.7 MILES OF BELFAST KELLER ROAD FFROM

- BRYAN COUNTY - BELFAST KELLER ROAD I-95 TO CRANSTON BLUFF ROADPROJECT DESCRIPTION

#45/#26

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

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REVISION DATES

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Savannah, GA 31405 • 912.234.5300 50 Park of Commerce Way •

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NO WASTE WILL BE DISPOSED OF INTO STORM WATER INLETS OR WATERS OF THE STATE.

OTHER CONTROLS

#24

#25

#16

STABILIZED

ARE AREAS DISTURBED THE UNTIL MAINTAINED BE AND PLACE IN REMAIN WILL MEASURES CONTROL EROSION

AND SEDIMENT AGENCY. CONTROL SEDIMENT LOCAL THE TO SCHEDULE MODIFIED THE OF COPY A SEND NECESSARY, ARE CHANGES MAJOR IF PROBLEMS. SEDIMENTATION AND EROSION MINIMIZE TO PRACTICES CONTROL EROSION AND

CONSTRUCTION OF COORDINATION ASSURES MODIFICATION ORDERLY CONTROL. MANAGEMENT MAINTAIN TO ADVANCE

IN SCHEDULE SEQUENCE THE AMEND NEEDED, ARE ACTIVITIES CONSTRUCTION IN CHANGES WHEN DEVELOPMENT.

PROJECT THE THROUGHOUT SEQUENCE CONSTRUCTION THE FOLLOW DISLODGED. BEEN HAVE STONES IF OR PLACE

TAKEN HAS RIPRAP THE AROUND AND IN EROSION ANY RAINS HEAVY AFTER STRUCTURES OUTLET RIPRAP INSPECT

MULCH. REINSTALL AND RESEED GRADE, SLOPE THE REPAIR OCCURS WASHOUT IF FAILURE. OR DISLOCATION EROSION, RILL FOR CHECK TO RAINSTORMS AFTER AND PERIODICALLY, MULCHES ALL INSPECT POSSIBLE. AS MUCH AS TRAFFIC

FROM PROTECT OCCURS. EROSION WHERE OR POOR, IS EMERGENCE SEEDLING WHERE AREAS MULCH AND RESEED

ROADWAYS. PUBLIC ONTO TRACKED OR WASHED, SPILLED, MATERIALS OBJECTIONABLE ALL REMOVE IMMEDIATELY

STONE. 2-INCH WITH TOPDRESSING PERIODIC REQUIRE MAY THIS SITE. THE LEAVING FROM SEDIMENT OR MUD

PREVENT TO CONDITION A IN EXIT CONSTRUCTION THE MAINTAIN BARRIER. EFFECTIVE AN MAINTAIN TO NECESSARY

AS REPAIRED BE WILL FENCE SEDIMENT THE BARRIER. THE OF HEIGHT ORIGINAL THE ONE-HALF TO ACCUMULATED

HAS IT ONCE REMOVED BE SHALL SEDIMENT CONTRACTOR. THE BY REPAIRED BE SHALL OCCUR MAY THAT

WASHING OR SETTLEMENT TIMES. ALL AT EFFECTIVELY DRAIN SHALL DITCHES OUTLET AND LINES, FLOW DEPRESSIONS, POCKETS, SWALES, DRAINAGE ALL SOURCE. SEDIMENT THE TREAT OR CONTROL TO IMPLEMENTED BE SHALL

MEASURES CONTROL SEDIMENTATION AND EROSION ADDITIONAL CONTROL, EROSION EFFECTIVE FOR PROVIDE NOT DOES

PLAN APPROVED THE OF IMPLEMENTATION FULL IF TIMES. ALL AT MAINTAINED BE WILL MEASURES CONTROL EROSION

MAINTENANCE PROGRAM

MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA", ISSUED 2016 AND THE ATTACHED DETAILS.

" ENTITLED PUBLICATION THE WITH ACCORDANCE IN PERFORMED BE WILL WORK AND TO CONFORM WILL DESIGNS ALL

STANDARDS AND SPECIFICATIONS

CONSTRUCTION EQUIPMENT IS REQUIRED TO CROSS NATURAL OR CONSTRUCTED CHANNELS.

WHEN EMPLOYED BE SHOULD CULVERTS OR BRIDGES TEMPORARY DAMAGES. SEDIMENT AND SCOUR, FLOODING, FROM

DAMAGES EXCESSIVE SUFFER NOT WOULD WHICH ACTIVITIES TO LIMITED BE SHOULD AREAS PRONE FLOOD OF USES

VELOCITIES. DOWNSTREAM EXCESSIVE CREATING WITHOUT OR FLOWS WATER IN RESTRICTIONS UNDUE CAUSING WITHOUT

DISCHARGES PEAK OF PASSAGE PERMIT TO SIZED BE SHOULD OPENINGS CULVERT OR BRIDGE WATERCOURSE, OR AREA PRONE FLOOD A SPAN TO NECESSARY IS IT WHEN FLOWS. WATER OBSTRUCT ADVERSELY TO AS

SO AREAS FLOOD-PRONE IN CONSTRUCTED BE NOT SHOULD FILLS EARTH HAZARDS. EROSION OR DAMAGE SEDIMENT

FLOODING, TO SUBJECTED BE NOT SHOULD BUILDINGS PERMANENT WATERCOURSES UPON ENCROACH NOT 6.DO

OVER-FILLING.

PREVENT TO HAULER WASTE DOMESTIC QUALIFIED A BY SERVICING REGULAR PROVIDE REGULATIONS. STATE AND

LOCAL WITH COMPLIANCE COMPLETE IN PROVIDER FACILITY PORTABLE THE BY DISPOSED BE WILL WASTE SANITARY

ALL SITE. THE ON WORKERS (10) TEN EVERY FOR PROVIDED BE WILL UNIT SANITARY PORTABLE ONE OF MINIMUM A

SANITARY WASTES

TRAIN ALL PERSONNEL IN THE USE OF THE SPCC PLAN.

PROPERLY TO SUPERINTENDENT SITE JOB THE OF RESPONSIBILITY THE BE SHALL IT WATER. STORM CONTAMINATED

SUCH OF DISPOSE TO TAKEN ARE REGULATIONS FEDERAL AND STATE WITH COMPLIANCE IN MEASURES APPROPRIATE

UNTIL SITE ON CONTAINED BE WILL DISCHARGE WATER STORM THE OCCURS, CONTACT SUCH IF DISCHARGES. WATER

STORM WITH CONTACT IN COME TO ALLOWED BE WILL WASTES HAZARDOUS OR MATERIAL HAZARDOUS SPILLED NO

MATERIALS. SPILLED OF HANDLING AND CLEANUP PROPER THE IN PERSONNEL ALL TRAIN WILL AND ESPCP THE WITHIN

FOUND PLAN (SPCC) COUNTERMEASURES AND CONTROL PREVENTION SPILL THE IMPLEMENT WILL CONTRACTOR THE

APPLICABLE MSDS FOR THE PRODUCT HE/SHE IS USING, PARTICULARLY REGARDING SPILL CONTROL TECHNIQUES.

THE IN INFORMATION SPECIFIC THE AND MSDS OF USE THE ON INSTRUCTED BE WILL PROPERTIES HAZARDOUS

WITH SUBSTANCE A HANDLE MUST WHO EMPLOYEE EACH OFFICE. TRAILER CONSTRUCTION SITE JOB THE AT FILE

ESPCP THE IN MAINTAINED BE WILL MSDS EACH OF COPY ANOTHER AND USED AND/OR STORED IS PRODUCT SUCH

WHERE AREA IMMEDIATE THE IN POSTED BE WILL MSDS AN PRODUCTS. THESE FROM RESULT MAY THAT WASTES

POTENTIAL OF MANAGEMENT PROPER THE FOR USED AND OBTAINED BE WILL SITE JOB THE ON USED IS THAT

PROPERTIES HAZARDOUS WITH SUBSTANCE EACH FOR (MSDS's) SHEETS DATA SAFETY MATERIAL PRACTICES. THESE

IN PERSONNEL SITE INSTRUCT WILL FOLLOWED, ARE PRACTICES THESE THAT SEEING FOR RESPONSIBLE BE ALSO WILL

WHO SUPERINTENDENT, SITE JOB THE PRODUCTS. SUCH OF MANUFACTURER THE BY AND REGULATIONS FEDERAL

AND/OR STATE, LOCAL, BY SPECIFIED MANNER THE IN OF DISPOSED BE WILL MATERIALS WASTE HAZARDOUS ALL

HAZARDOUS WASTES

PROCEDURES ARE FOLLOWED.

THESE THAT SEEING FOR RESPONSIBLE BE WILL CONTRACTOR THE AND JOBSITE THE AT POSTED BE WILL PRACTICES

THESE STATING NOTICE A DISPOSAL. WASTE FOR PROCEDURES PROPER ON INSTRUCTED BE WILL PERSONNEL ALL

BE BURIED ONSITE.

WILL WASTE CONSTRUCTION NO REGULATIONS. LOCAL BY REQUIRED AS HAULED BE WILL TRASH AND NECESSARY IF

OFTEN MORE OR WEEK PER ONCE OF MINIMUM A EMPTIED BE WILL DUMPSTER THE DUMPSTER. THE IN DEPOSITED BE

WILL SITE THE FROM DEBRIS CONSTRUCTION AND TRASH ALL AREA. COVERED A IN CONTAINERS LOCATE POSSIBLE

WHEN AREA, COLLECTION WASTE DESIGNATED A SELECT REGULATIONS. MANAGEMENT WASTE SOLID ALL MEET WILL

DUMPSTER THE METALDUMPSTER. LIDDED SECURELY A IN STORED AND COLLECTED BE WILL MATERIALS WASTE ALL

WASTE MATERIALS

RUNOFF.

WATER STORM INTO DISCHARGING FROM SPILLS OF RISK THE REDUCE TO FOLLOWED BE WILL PRACTICES CONTROL

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

SPILL PREVENTION

TREATMENTS, SOAPS, PAINT SOLVENTS, CLEANING SOLVENTS, PLASTICS AND METAL PIPES.

PAINTS/STAINS/FINISHING FIXTURES, AND WIRE ELECTRICAL COVERINGS, FLOOR ROCK, SHEET LUMBER, MATERIALS, BUILDING METAL TAR, ASPHALT, PRODUCTS, CONCRETE STONE, CRUSHED HERBICIDES, FERTILIZERS, PESTICIDES, STABILIZATION, SOIL FOR ADDITIVES EQUIPMENT, FOR LUBRICANTS AND FUELS BASED PETROLEUM CONSTRUCTION:

DURING ONSITE EXPECTED ARE MATERIALS FOLLOWING THE PLAN PREVENTION POLLUTION FOR INVENTORY

THE SITE MUST TRAVERSE CONSTRUCTION EXITS TO REMOVE MUD FROM TIRES.

LEAVING VEHICLES TIMES. ALL AT CLEAN KEPT BE WILL EXIT SITE CONSTRUCTION THE TO ADJACENT STREET PAVED

THE DETAILS. FOR 0007 51-SHEET AND LOCATIONS EXIT CONSTRUCTION FOR 0045 54-THROUGH 0001 54-SHEETS

SEE SEDIMENT. OF TRACKING VEHICLE REDUCE HELP TO PROVIDED BEEN HAS EXIT CONSTRUCTION STABILIZED A

OFFSITE VEHICLE TRACKING

PROJECT.

THIS OF COMPLETION AFTER SYSTEM AUTHORITY/SEPTIC MUNICIPAL BY PROVIDED BE WILL SEWER SANITARY

DETERMINED. REGULARLY INSPECT FOR CRACKS OR LEAKAGE IN CONTAINERS/TANKS.

BEEN HAVE LOCATIONS THE ONCE CONTRACTOR THE BY SHEETS PHASE CONTROL EROSION THE ON IDENTIFIED

BE MUST UNITS WASTE SANITARY OF LOCATION THE DISCHARGES. WATER STORM TO CONTRIBUTING FROM WASTES

PREVENT TO BASE, THE AROUND CONTAINERS SKID PLASTIC DESIGNED SPECIALLY OR BAGS GRAVEL AS SUCH

IMPLEMENTED, BE MUST BMP'S CONTAINMENT ADDITIONAL REGULATIONS. LOCAL AND STATE ALL WITH ACCORDANCE

IN AND AREAS FLOW HIGH OF OUT BE SHOULD FACILITIES OF PLACEMENT NEGLIGIBLE. IS DISCHARGE WATER STORM

TO CONTRIBUTING UNIT THE OF LIKELIHOOD THE WHERE AREA AN IN LOCATED BE WILL UNITS WASTE SANITARY ALL

STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER CONSTRUCTIONS MATERIALS.

OF CLEANOUT AND WASHOUT FROM WASTEWATER OF DISCHARGE THE AUTHORIZE NOT DOES PERMIT THIS 7.

EQUIPMENT WASHING.

AND VEHICLE IN USED SOLVENTS OR SOAPS OF DISCHARGE THE AUTHORIZE NOT DOES PERMIT THIS 6.

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

MANUFACTURER'S RECOMMENDATIONS.

THE TO ACCORDING BE WILL CONTAINERS PRODUCT OF DISPOSAL AND DISPOSAL, MIXING, PRODUCT 4.

3. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH MANUFACTURER'S LABELS LEGIBLE AND VISIBLE.

PROTECTED FROM RAINFALL, WHERE POSSIBLE.

CONTAINERS APPROPRIATE IN MANNER ORDERLY NEAT, A IN STORED BE WILL MATERIALS AND PRODUCTS 2.

1. QUANTITIES ONSITE WILL BE LIMITED TO THE AMOUNT NEEDED FOR THE JOB.

GOOD HOUSEKEEPING

THE REAR OF THE VEHICLES. WASHOUT OF THE DRUM AT THE CONSTRUCTION SITE IS PROHIBITED.

AND HOPPERS CHUTES, MIXER CONCRETE TOOLS, OF WASHDOWN CONCRETE FOR BMP'S WASHING- TRUCK CONCRETE

SUCH MATERIAL WILL BE DISPOSED OF IN PROPER WASTE DISPOSAL PROCEDURES.

ALL ONSITE. OF DISPOSED OR BURIED BE WILL MATERIALS CONSTRUCTION OR BUILDING NO MATERIALS- BUILDING

LOCAL AGENCIES WILL BE CONTACTED AS REQUIRED.

AND UP CLEANED BE WILL SPILL THE IMPACTS, WATER SURFACE NO AND GALLONS 25 THAN LESS SPILLS FOR 7.

CONTACTED WITHIN 24 HOURS.

BE WILL EPD GEORGIA THE IMPACTS, WATER SURFACE NO AND GALLONS 25 THAN GREATER SPILLS FOR 6.

5. FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS

CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT 1-800-424-8802.

RESPONSE NATIONAL THE WATER), SURFACE ON SHEEN A (LEAVE WATER SURFACE IMPACT THAT SPILLS 4.FOR

NECESSARY TO PREVENT FUTURE SPILLS.

AS ADJUSTED AND SPILL A AFTER REVIEWED BE WILL PROCEDURES AND PRACTICES PREVENTION SPILL 3.

GOGGLES, CAT LITTER, SAND, SAWDUST, AND PROPERLY LABELED PLASTIC AND MEAL WASTE CONTAINERS.

GLOVES, RAGS, MOPS, DUSTPANS, BROOMS, TO, LIMITED NOT IS BUT INCLUDES, EQUIPMENT AND MATERIALS TYPICAL

AREAS. STORAGE MATERIAL THE IN KEPT BE WILL CLEANUP SPILL FOR NECESSARY EQUIPMENT AND MATERIALS 2.

AND PROCEDURES WILL BE MADE AVAILABLE TO SITE PERSONNEL.

POSTED CLEARLY BE WILL CLEANUP SPILL FOR METHODS RECOMMENDED MANUFACTURER'S AND STATE LOCAL, 1.

SPILL CLEANUP AND CONTROL PRACTICES

CONTAINERS/TANKS.

IN LEAKAGE OR CRACKS FOR INSPECT REGULARLY DIKES. WITH PROTECTED AREAS COVERED IN STORE

VEHICLES. FUELING AND MAINTENANCE ON OR AREAS STORAGE FUEL IN SPILLS PETROLEUM UP CLEAN AND CONTAIN

TO EQUIPMENT HAVE REGULATIONS. STATE AND LOCAL BY REQUIRED AS DISPOSAL AND CONTAINER SUITABLE A IN

COLLECTION INCLUDE WILL METHODS DISPOSAL PROPER PROHIBITED. IS LUBRICANTS AND FUELS OILS, OF DISCHARGE

CONTAMINATION. SITE PREVENT/MINIMIZE TO LINER CONTAINMENT SECONDARY A HAVE SHALL TANKS FUELING

TEMPORARY ADDITION, IN INLETS. DRAINAGE WATER STORM AND DRAINS NATURAL WATER, STATE FROM AWAY

LOCATED BE WILL AREAS MAINTENANCE EQUIPMENT EQUIPMENT. SUCH FOR MAINTENANCE PREVENTATIVE REGULAR

AND INSPECTIONS MACHINERY AND VEHICLE ON-SITE INCLUDES THIS SPILLS. AND LEAKS FOR DAILY INSPECTED

BE WILL TARS AND LUBRICANTS FUELS, AS SUCH PRODUCTS FOR CONTAINERS PRODUCTS- BASED PETROLEUM

PRODUCT SPECIFIC PRACTICES

CURBS OR DIKES AROUND STORAGE AREA TO PROTECT AGAINST SPILLS. LIMIT USE OF DETERGENTS ON-SITE.

INSTALL SYSTEM. WATER STORM INTO WATER WASH DISCHARGE NOT DO CONTAINERS. SEALED IN ROOF UNDER BE

WILL MATERIALS THESE OF STORAGE ANY GEORGIA. IN CONTROL SEDIMENTATION AND EROSION FOR MANUAL GSWCC

THE IN OR ESTABLISHMENT CROP THE IN FORTH SET GUIDELINES THE ABOVE OR SPECIFICATIONS MANUFACTURER'S

THE EXCEED NOT DO THAT RATES AT APPLIED BE WILL THESE FERTILIZER/HERBICIDES/PESTICIDES/DETERGENTS-

THE MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.

TO ACCORDING OF DISPOSED BE WILL CONTAINERS PRODUCT AND PRODUCTS THESE WITH USED MATERIALS PRODUCT, EXCESS SYSTEM. COLLECTION WATER STORM THE TO DISCHARGED BE NOT WILL PRODUCT EXCESS USE. IN

NOT WHEN CONTAINERS ORIGINAL SEALED TIGHTLY IN STORED BE WILL PRODUCTS ALL PAINTS/FINISHES/SOLVENTS-

9-13-2024

#16

#15

AND PERMITS.

VARIANCES NECESSARY THE ACQUIRING FIRST WITHOUT LINE DETERMINATION JURISDICTIONAL THE FROM MEASURED

AS BUFFER MARSHLAND COASTAL THE OF 25-FEET WITHIN OR VEGETATION WRESTED OF POINT THE FROM MEASURED

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

NOTE:

STATE-WATER BUFFERS, AS DEFINED BY O.C.G.A. 12-7-1, ARE NOT IMPACTED BY THIS PROJECT.

- THERE WILL BE NO BUFFER ENROACHMENTS ON THIS PROJECT THAT REQUIRE A VARIANCE.

BUFFER ENCROACHMENTS & BUFFER VARIANCES

#10

USACE. THE PROJECT RECIEVING WATERS IS OGEECHEE RIVER.

BY REVIEW UNDER CURRENTLY PERMIT AND DELINEATED ARE WHICH WETLANDS SITE ON-CONTAINS PROJECT THIS

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

9/26/2024 dent.t

GPLOT-ORD

6:39:00 PM

51-0002

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GSWCC LEVEL II Certification NumberDate: DOYLE KELLEY, P.E. - ENGINEER

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0000024601

SAMPLING FREQUENCY#31

#30

STORM WATER SAMPLING

USE MANUAL SAMPLING OR RINSING STAGE SAMPLING DURING THE NEXT QUALIFYING EVENT.

MUST PERMITTEE THE EVENT, QUALIFYING DURING ACTIVATED NOT AND USED IS SAMPLING AUTOMATIC IF UTILIZED.

BE MAY SAMPLING STAGE RISING AND AUTOMATIC MANUAL, CONTAMINATION. AVOID TO THOROUGHLY CLEANSED

BE SHOULD JARS THE SAMPLES. COLLECTING FOR USED BE SHOULD JARS PLASTIC OR GLASS RINSED AND CLEANED

WELL MOUTH, LARGE-CONTAINER. SECONDARY A TO TRANSFERRING BEFORE MIXED WELL BE SHOULD SAMPLES

SAMPLES. THE COLLECTING TO PRIOR LABELED BE SHOULD CONTAINERS SAMPLE 100002. GAR PERMIT, NPDES PER

SAMPLING GUIDANCE DOCUMENT, EPA 833-B-92-001" AND GUIDANCE DOCUMENTS PREPARED BY THE EPD.

WATER STORM "NPDES TITLED DOCUMENT GUIDANCE THE APPROVED); BEEN HAVE PROCEDURES TEST OTHER (UNLESS

136 PART CFR 40 BY ESTABLISHED PROCEDURES TEST AND METHODOLOGY WITH ACCORDANCE IN CONDUCTED

BE MUST SAMPLES THESE OF ANALYSIS THE AND SAMPLES" "GRAB BY COLLECTED BE SHALL SAMPLING ALL

SAMPLE TYPE

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

THAN TWELVE (12) HOURS AFTER THE BEGINNING OF THE STORM WATER DISCHARGE.

MORE CASE NO IN BUT POSSIBLE, AS SOON AS SAMPLES TAKE SHALL PERMITTEE THE CONTROL, PERMITTEE'S THE

BEYOND ARE OR PERMIT), THE IN DEFINED (AS IMPOSSIBLE ARE SAMPLING AUTOMATIC MANUAL WHERE HOWEVER, 2.

WITHIN FORTY-FIVE (45) MINUTES OR AS SOON AS POSSIBLE.

LOCATION OUTFALL MONITORED A FROM AND/OR WATER RECEIVING MONITORED A TO DISCHARGE WATER STORM

ANY OF BEGINNING THE AT SAMPLE SHALL PERMITTEE THE EVENT, QUALIFYING FOR BELOW. DESCRIBED EVENT

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

AREA OF THE LOCATION SELECTED AS THE SAMPLING LOCATION, WHICHEVER COMES FIRST;

DRAINAGE THE IN N.O.T., A OF SUBMITTAL TO PRIOR BUT COMPLETED, BEEN HAVE OPERATIONS GRADING MASS ALL AFTER

OR EVENT SAMPLING FIRST THE AFTER DAYS 90 EITHER PERMIT THIS IN DEFINED AS HOURS BUSINESS NORMAL DURING

OCCURS THAT DISCHARGE WATER STORM A WITH INCH 0.5 EXCEEDS OR REACHES THAT EVENT RAIN FIRST THE OUTFALL, AN FROM OR WATER RECEIVING A TO DISCHARGES THAT SITE THE OF AREA EACH FOR ABOVE, (A) TO ADDITION IN B.

COMPLETION OF MASS GRADING OPERATIONS, IN THE DRAINAGE AREA OF THE LOCATION;

TO PRIOR BUT COMPLETED, BEEN HAVE OPERATIONS GRUBBING AND CLEARING ALL AFTER PERMIT THIS IN DEFINED

AS HOURS BUSINESS NORMAL DURING OCCURS THAT DISCHARGE WATER STORM A WITH INCH 0.5 EXCEEDS OR REACHES

A. FOR EACH AREA OF THE SITE THAT DISCHARGES TO A RECEIVING WATER OR FROM AN OUTFALL, THE FIRST EVENT THAT

I. CERTIFICATION STATEMENT THAT SAMPLING WAS CONDUCTED AS PER THE PLAN

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

TAPES, ETC., USED TO DETERMINE THE RESULTS;OR

DISKS COMPUTER READOUTS, INSTRUMENT SHEETS, BENCH THE INCLUDING ANALYSES, SUCH OF RESULTS THE G.

USED;

METHODS OR TECHNIQUES ANALYTICAL THE FOR AVAILABLE, WHEN PROCEDURES, WRITTEN AND REFERENCES F.

E. THE NAME(S) OF THE CERTIFIED PERSONNEL WHO PERFORMED THE ANALYSES;

D. THE TIME(S) ANALYSES WERE PERFORMED;

C. THE DATE(S) ANALYSES WERE PERFORMED;

B. THE NAME(S) OF THE CERTIFIED PERSONNEL WHO PERFORMED THE SAMPLING AND MEASUREMENTS;

A. THE RAINFALL AMOUNT, DATE, EXACT PLACE, AND TIME OF SAMPLING OR MEASURMENTS;

2. ALL SAMPLING REPORTS SHALL INCLUDE THE FOLLOWING INFORMATION:

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

OF COMMENCEMENT FROM LOCATION DESIGNATED A AT AVAILABLE READILY BE SHALL SUBMITTAL OF PROOF THE

OR SITE CONSTRUCTION THE AT SUBMITTAL OF PROOF THE OF COPY A RETAIN SHALL PERMITTEE THE PERMIT. THIS OF

A APPENDIX IN SCHEDULE THE TO ACCORDING EPD THE OF OFFICE DISTRICT APPROPRIATE THE TO SERVICE) SIMILAR (OR

MAIL CERTIFIED RECEIPT RETURN BY SUBMITTED BE SHALL PERMIT THIS BY REQUIRED CORRESPONDENCE WRITTEN ALL 3.

COMPLIANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS

REGULATORY PERSONNEL ACCESS TO THE JOB SITE AND TO RECORDS IN ORDER TO DETERMINE COMPLIANCE.

ALLOWING AND SITE JOB THE AT ESPCP THE WITH COMPLIANCE OF EVIDENCE AND ESPCP THE MAINTAINING TO

RELATED CONDITIONS THE INCLUDING AUTHORITY, GOVERNING HAVE THAT AGENCIES FEDERAL AND STATE LOCAL, ALL AND

ANY OF CONDITIONS ALL WITH COMPLY WILL CONTRACTOR THE BODY. REGULATORY A OF AGENCY ANY OR OWNER THE BY

REQUESTED IF COMPLIANCE SUCH OF EVIDENCE WRITTEN SUBMIT WILL CONTRACTOR THE REGULATIONS. SUCH WITH FULLY

COMPLY WILL AND SITE JOB THIS AT MINIMIZATION POLLUTION AND CONTROL, EROSION MANAGEMENT, WATER STORM

TO APPLICABLE ARE THAT REGULATIONS STATE AND LOCAL ALL AND ANY OF COPIES OBTAIN WILL CONTRACTOR THE

#33

DAY OR WEEK.

THE OF TIME ANY AT SAMPLING FOR ALLOWS AND INCH 0.5 EXCEEDS OR REACHES THAT EVENT RAIN ANY FROM SAMPLES

TURBIDITY COLLECTING BY (B)ABOVE AND (A) OF REQUIREMENTS THE MEET TO CHOOSE MAY PERMITTEE THE THAT NOTE *

DAY OR WEEK.

THE OF TIME ANY AT SAMPLING FOR ALLOWS AND INCH 0.5 EXCEEDS OR REACHES THAT EVENT RAIN ANY FROM SAMPLES

TURBIDITY COLLECTING BY ABOVE (B) AND (A) OF REQUIREMENTS THE MEET TO CHOOSE MAY PERMITTEE THE HAT *NOTE

ADDITIONAL SAMPLING OTHER THAN AS REQUIRED BY (C) ABOVE.

CONDUCT TO REQUIRED BE NOT SHALL ABOVE (B) BY REQUIRED SAMPLING THE MET HAVE THAT ACTIVITIES CONSTRUCTION

PERMIT, THAT HAVE MET THE SAMPLING REQUIRED BY (A) ABOVE SHALL SAMPLE IN ACCORDANCE WITH (B). THOSE EXISTING

THIS OF DATE EFFECTIVE THE BEFORE OR ON OCCURRING ARE THAT THOSE I.E., ACTIVITIES, CONSTRUCTION EXISTING E.

NOT RELIEVE THE PERMITTEE OF ANY SUBSEQUENT SAMPLING OBLIGATIONS UNDER (A), (B) OR (C) ABOVE; AND

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

WRITTEN A INCLUDE MUST IV.D.4.A.(6), PART WITH ACCORDANCE IN PERMITTEE, THE DISCHARGE), NO WAS THERE

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

POST-STORM EVENT INSPECTIONS DETERMINE THAT BMPS ARE PROPERLY DESIGNED, INSTALLED AND MAINTAINED;

UNTIL OR ATTAINED, IS STANDARD TURBIDITY SELECTED THE UNTIL HOURS BUSINESS NORMAL DURING INCH 0.5 EXCEEDS OR

REACHES THAT EVENT RAIN SUBSEQUENT EACH FOR SITE THE OF AREA THAT FROM DISCHARGES FROM TAKEN BE SHALL

SAMPLES TURBIDITY AND DAYS, BUSINESS (2) TWO WITHIN IMPLEMENTED AND DEFINED BE SHALL ACTION CORRECTIVE

MAINTAINED, AND INSTALLED DESIGNED, PROPERLY NOT ARE OUTFALL AN FROM OR WATER RECEIVING A TO DISCHARGES

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

SAMPLE ANALYSIS

STORM WATER SAMPLES ARE TO BE ANALYZED IN ACCORDANCE WITH METHODOLOGY AND

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

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

#34

INSPECTIONS

PERMITTEE REQUIREMENTS.

(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 PERMITTEE) SHALL INSPECT THE

FOLLOWING AT LEAST ONCE EVERY FOURTEEN (14) 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 THE INSPECTION SHALL

COMPLETED BY THE END OF THE NEXT BUSINESS DAY AND/OR WORKING DAY, WHICHEVER

OCCURS FIRST): (A) DISTURBED AREAS OF THE PRIMARY PERMITTEE'S CONSTRUCTION SITE;

(B) AREAS USED BY THE PRIMARY PERMITTEE FOR STORAGE OF MATERIALS THAT ARE

EXPOSED TO PRECIPITATION; AND (C) STRUCTURAL CONTROL MEASURES. EROSION AND

SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN APPLICABLE TO THE PRIMARY

PERMITTEE'S SITE SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING

CORRECTLY. WHERE DISCHARGE LOCATIONS OR POINTS ARE ACCESSIBLE, THEY SHALL BE

INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN

PREVENTING SIGNIFICANT IMPACTS TO RECEIVING WATER(S). FOR AREAS OF A SITE THAT

HAVE UNDERGONE FINAL STABILIZATION OR ESTABLISHED A CROP OF ANNUAL VEGETATION

AND A SEEDING OF TARGET PERENNIALS APPROPRIATE FOR THE REGION, THE PERMITTEE

MUST COMPLY WITH PART IV.D.4.A.(4). THESE INSPECTIONS MUST BE CONDUCTED UNTIL A

NOTICE OF TERMINATION IS SUBMITTED.

(4). CERTIFIED PERSONNEL (PROVIDED BY THE PRIMARY PERMITTEE) SHALL INSPECT AT LEAST

ONCE PER MONTH DURING THE TERM OF THIS PERMIT (I.E., UNTIL A NOTICE OF TERMINATION

IS SUBMITTED TO EPD) THE AREAS OF THE SITE THAT HAVE UNDERGONE FINAL

STABILIZATION OR ESTABLISHED A CROP OF ANNUAL VEGETATION AND A SEEDING OF

TARGET PERENNIALS APPROPRIATE FOR THE REGION. THESE AREAS SHALL BE INSPECTED

FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM

AND THE RECEIVING WATER(S). EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN

THE PLAN SHALL BE OBSERVED TO ENSURE THAT THEY ARE OPERATING CORRECTLY.

WHERE DISCHARGE LOCATIONS OR POINTS ARE ACCESSIBLE, THEY SHALL BE INSPECTED TO

ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING

SIGNIFICANT IMPACTS TO RECEIVING WATER(S).

(5). BASED ON THE RESULTS OF EACH INSPECTION, THE SITE DESCRIPTION AND THE POLLUTION

PREVENTION AND CONTROL MEASURES IDENTIFIED IN THE EROSION, SEDIMENTATION AND

POLLUTION CONTROL PLAN, THE PLAN SHALL BE REVISED AS APPROPRIATE NOT LATER

THAN SEVEN (7) CALENDAR DAYS FOLLOWING EACH INSPECTION. IMPLEMENTATION OF SUCH

CHANGES SHALL BE MADE AS SOON AS PRACTICAL BUT IN NO CASE LATER THAN SEVEN (7)

CALENDAR DAYS FOLLOWING EACH INSPECTION.

(6). A REPORT OF EACH INSPECTION THAT INCLUDES THE NAME(S) OF CERTIFIED PERSONNEL

MAKING EACH INSPECTION, THE DATE(S) OF EACH INSPECTION, CONSTRUCTION PHASE (I.E., INITIAL, INTERMEDIATE OR FINAL), MAJOR OBSERVATIONS RELATING TO THE

IMPLEMENTATION OF THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN, AND

ACTIONS TAKEN IN ACCORDANCE WITH PART IV.D.4.A.(5). OF THE PERMIT SHALL BE MADE

AND RETAINED AT THE SITE OR BE READILY AVAILABLE AT A DESIGNATED ALTERNATE

LOCATION UNTIL THE ENTIRE SITE OR THAT PORTION OF A CONSTRUCTION SITE THAT HAS

BEEN PHASED HAS UNDERGONE FINAL STABILIZATION AND A NOTICE OF TERMINATION IS

SUBMITTED TO EPD. SUCH REPORTS SHALL BE READILY AVAILABLE BY END OF THE SECOND

BUSINESS DAY AND/OR WORKING DAY AND SHALL IDENTIFY ALL INCIDENTS OF BEST

MANAGEMENT PRACTICES THAT HAVE NOT BEEN PROPERLY INSTALLED AND/OR MAINTAINED

AS DESCRIBED IN THE PLAN. WHERE THE REPORT DOES NOT IDENTIFY ANY INCIDENTS, THE

INSPECTION REPORT SHALL CONTAIN A STATEMENT THAT THE BEST MANAGEMENT

PRACTICES ARE IN COMPLIANCE WITH THE EROSION, SEDIMENTATION AND POLLUTION

CONTROL PLAN. THE REPORT SHALL BE SIGNED IN ACCORDANCE WITH PART V.G.2. OF THIS

PERMIT.

9-13-2024

PART VI.

WITH ACCORDANCE IN SUBMITTED IS NOT A AS TIME SUCH UNTIL EPD TO SUBMITTED BE MUST REPORTS SAMPLING

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

EPD. THE TO MANNER SIMILAR A IN REPORTED BE MUST PERMIT THIS IN STATED FREQUENCY MINIMUM THE BEYOND

WATER(S) RECEIVING THE OR DISCHARGE(S) STORMWATER ANY OF ANALYSIS AND SAMPLING BASIS. FREQUENT MORE

A ON RESULTS SAMPLING THE SUBMIT TO PERMITTEE APPLICABLE THE REQUIRE MAY EPD NOTIFICATION, WRITTEN

UPON FORMAT. LEGIBLE CLEARLY A IN BE SHALL RESULTS SAMPLING PERMIT. THIS WITH ACCORDANCE IN TAKEN ARE

SAMPLES WHICH DURING MONTHS ARE PERIODS REPORTING PERIOD. REPORTING THE FOLLOWING MONTH THE OF DAY

FIFTEENTH THE BY EPD THE TO RESULTS SAMPLING THE SUBMIT TO REQUIRED ARE PERMITTEES APPLICABLE THE 1.

REPORTING

DRAINAGE AREA VARIES BY OUTFALL AND RECEIVING WATER SUPPORTS WARM WATER FISHERIES.

THE NTU IS BASED UPON THE DISTURBED ACREAGE OF 20.76 ACRES FOR THE PROJECT SITE. THE SURFACE WATER

IN THE TURBIDITY OF THE DISCHARGE EXCEEDS THE CORRESPDONDING NTU VALUE SHOWN IN THE SAMPLING TABLE.

AND MAINTAINED SHALL CONSTITUTE A SEPERATE VIOLATION FOR EACH DAY ON WHICH SUCH CONDITION RESULTS

FROM DISTURBED AREAS WHERE BEST MANAGEMENT PRACTICES HAVE NOT BEEN PROPERLY DESIGNED, INSTALLED, WILL BE PERFORMED AT OUTFALL SAMPLING LOCATIONS 1 THROUGH 6. A DISCHARGE OF STORM WATER RUNOFF

APPENDIX B IN PERMIT NO. GAR 10002 WAS USED TO DETERMINE THE NTU ALLOWABLE FOR OUTFALL SAMPLING THAT

100002, FOR CONSTRUCTION ACTIVITIES, THE PRIMARY PERMITTEE MUST COMPLETE ALL SAMPLING.

GAR PERMIT NPDES PER DETAILS. LOCATION SAMPLING FOR 0003 51-SHEET ON TABLE SAMPLING SEE LIMITS.

NTU SAMPLING OUTFALL DETERMINE TO USED WAS B APPENDIX SOUTH. THE TO PROJECT THE EXITING CULVERTS

OR PIPE RCP OF OUTLETS ARE LOCATIONS SAMPLING ALL LOCATIONS. SAMPLING WATER STORM 6 BE WILL THERE

SAMPLING POINTS

III.D.4 OF GAR 100002.

OR III.D.3 PARTS IN FORTH SET STANDARD THE WITH COMPLIANCE IN IS SITE CONSTRUCTION THE FROM RUNOFF

STORMWATER WHETHER REFLECT ACCURATELY TO AS FREQUENCY) AND TIMING, LOCATIONS, METHODS, SAMPLING

ACCEPTED GENERALLY (INCLUDING WAY A SUCH IN DONE BE MUST PERMIT THIS TO PURSUANT SAMPLING *ALL

SILVICULTURAL USE.

OR AGRICULTURAL ITS FOR LAND DISTURBED THE STABILIZING BY ACCOMPLISHED BE MAY STABILIZATION

FINAL PURPOSES, SILVICULTURAL OR AGRICULTURAL FOR USED LAND ON PROJECTS CONSTRUCTION INFRASTRUCTURE

FOR AREAS. STABILIZED OF DEFINITION FOR GAR100002 PERMIT TO REFER PROJECT. THE BY STABILIZED

AREAS OR AREAS NATURAL UNDISTURBED ONTO FLOWS THAT FLOW SHEET SAMPLE TO HAVE NOT DO *PERMITTEES

*THE SAMPLES SHOULD BE KEPT FREE FROM FLOATING DEBRIS.

*THE SAMPLING CONTAINER SHOULD BE HELD SO THAT THE OPENING FACES UPSTREAM.

OUTFALL STORMWATER CHANNEL.

THE IN OR WATER(S) RECEIVING THE IN SEDIMENTS BOTTOM THE STIRRING AVOID TO TAKEN BE SHOULD *CARE

WATER(S) OR THE STORMWATER OUTFALL CHANNEL(S).

RECEIVING THE OF CENTER VERTICAL AND HORIZONTAL THE FROM TAKEN BE SHOULD SAMPLES THE *IDEALLY

DRAWING No.CHECKED:

BACKCHECKED:

CORRECTED:

VERIFIED:

DATE:

DATE:

DATE:

DATE:

11/05/2020

REVISION DATES

9/26/2024 dent.t

GPLOT-ORD

6:39:00 PM

51-0003

50 Park of Commerce Way •

B

ID

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I-95 TO CRANSTON BLUFF

BELFAST KELLER ROAD

CHANNEL PROTECTION

RIPRAP OUTLET PROTECTION

GSWCC LEVEL II Certification NumberDate: DOYLE KELLEY, P.E. - ENGINEER

G

PROFESSIONAL

NGI E

No. 031048

N E

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0000024601

N-P-K

N

* 1

* 1 & 2

RATEYEAR

ANALYSIS OR

EQUIVALENT

FERTILIZER REQUIREMENTS

- * 3

* 3

1300lbs./ac.

1300lbs./ac.

1100 lbs./ac.

400 lbs./ac.

1000lbs./ac.

1500lbs./ac.

400 lbs./ac.

1000lbs./ac.

* 4

HOLE

IN THE CLOSING

700lbs./ac.

700lbs./ac.

ONE 21-GRAM

PELLET PER

SEEDLING PLACED

0-10-10 6-12-12

10-10-10 6-12-12

10-10-10 10-10-10 10-10-10

0-10-10

SECOND

FIRST

SECOND

MAINTENANCE

FIRST

SECOND

MAINTENANCE

MAINTENANCE

20-10-5

0-10-10 0-10-10

FIRST

FIRST

MAINTENANCE

1500lbs./ac.6-12-12FIRST

50-100 lbs./ac.

50-100 lbs./ac.

RATE

TOP DRESSING

* 2 & 6

* 2

* 6 1000lbs./ac.

1500lbs./ac.

400 lbs./ac.

800lbs./ac.

1500lbs./ac.

400 lbs./ac.

6-12-12

6-12-12 0-10-10

10-10-10 6-12-12

FIRST

FIRST

SECOND

MAINTENANCE

SECOND

0-10-10MAINTENANCE

50-100 lbs./ac.

30 lbs./ac.

50-100 lbs./ac.

50-100 lbs./ac.

30 lbs./ac.500lbs./ac.10-10-10FIRST * 5

TYPE OF

SPECIES

GRASSES

GRASSES AND

LEGUMES

2. COOL SEASON

LESPEDEZA

5. SHRUB

1. COOL SEASON

COVER CROPS

SEEDED ALONE

GRASSES AND

GRASSES

8. WARM SEASON

7. WARM SEASON

LEGUMES

6. TEMPORARY

* 6 APPLY WHEN PLANTS GROW TO A HEIGHT OF 2 TO 4 INCHES.

* 5APPLY TO GRASS SPECIES ONLY.

* 4 APPLY WHEN PLANTS ARE PRUNED.

* 3 APPLY IN 3 SPLIT APPLICATIONS.

* 2 APPLY IN SPLIT APPLICATIONS WHEN HIGH RATES ARE USED.

* 1 APPLY IN SPRING FOLLOWING SEEDING.

#52

RETENTION OF RECORDS#32

G. DAILY RAINFALL INFORMATION COLLECTED IN ACCORDANCE WITH PART IV.D.4.A.(2). OF THIS PERMIT

III.D.2. OF THIS PERMIT;

PART WITH ACCORDANCE IN GENERATED REPORTS SUMMARY VIOLATION AND SUMMARIES VIOLATION ALL OF COPY A F.

E. A COPY OF ALL INSPECTION REPORTS GENERATED IN ACCORDANCE WITH PART IV.D.4.A OF THIS PERMIT;

D. A COPY OF ALL SAMPLING INFORMATION, RESULTS, AND REPORTS REQUIRED BY THIS PERMIT;

PART IV.A.5. OF THIS PERMIT;

C. THE DESIGN PROFESSIONAL'S REPORT OF THE RESULTS OF THE INSPECTION CONDUCTED IN ACCORDANCE WITH

B. A COPY OF THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN REQUIRED BY THIS PERMIT;

A. A COPY OF ALL NOTICES OF INTENT SUBMITTED TO EPD;

TIME AS A N.O.T. IS SUBMITTED IN ACCORDANCE WITH PART V1:

SUCH UNTIL CONSTRUCTION OF COMMENCEMENT FROM LOCATION ALTERNATE DESIGNATED A AT AVAILABLE READILY BE

SHALL RECORDS THE OR SITE CONSTRUCTION THE AT RECORDS FOLLOWING THE RETAIN SHALL PERMITEE PRIMARY THE 1.

EXTENDED BY REQUEST OF THE EPD AT ANY TIME UPON WRITTEN NOTIFICATION TO THE PERMITTEE.

BE MAY PERIOD THIS…