PW24_00001 APPROVED PLANS.PDF

FOR

FULTON COUNTY

SANDY SPRINGS, GA 30342

5030 HIGH POINT ROAD

STORMWATER SYSTEM REPLACEMENT

THE CITY OF SANDY SPRINGS

70 MANSELL CT., STE. 200

ROSWELL, GEORGIA 30076

PHONE: 678.395.4920

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PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

05/09/2024

5030 HIGH POINT RD

Nataling Adkisson

PW24-00001R1

DAVID M. AUTOPOLSKY

GENNYE & MATTHEW KRASNER

BETH TEFILLAH CONGREGATION, INC.

WILLIAM & VICTORIA RIORDAN

5030 High Point Road GeoSurvey

GeoSurvey

Know what's below.

before you dig.Call Dial 811

Or Call 800-282-7411

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PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

05/09/2024

5030 HIGH POINT RD

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PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

05/09/2024

5030 HIGH POINT RD

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PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

05/09/2024

5030 HIGH POINT RD

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STANDARD EROSION CONTROL NOTES

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

UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED VEGETATION

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

JURISDICTIONAL DETERMINATION LINE WITHOUT FIRST ACQUIRING THE NECESSARY

VARIANCES AND PERMITS

2. 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.

3. 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.

4. ANY DISTURBED AREA LEFT IDLE FOR A PERIOD GREATER THAN 14 DAYS SHALL BE

STABILIZED WITH TEMPORARY SEEDING; DISTURBED AREAS IDLE 30 DAYS SHALL BE

STABILIZED WITH PERMANENT VEGETATION.

5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST WEEKLY,

AFTER EACH RAIN, AND REPAIRED AS NECESSARY.

6. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF

DETERMINED NECESSARY BY ON-SITE INSPECTION.

7. ALL OF THE SITE IS UNDER THE SOIL CLASSIFICATION OF UgE, URBAN

LAND-GROVER-MOUNTAIN PARK COMPLEX, 10 TO 25 PERCENT SLOPES, STONY

8. ALL OF THE SITE IS CLASSIFIED AS UNSHADED ZONE X PER FEMA FLOOD MAP 13121C0163F, EFFECTIVE 09/18/2013.

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PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

05/09/2024

5030 HIGH POINT RD

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2. 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.

3. 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.

4. ANY DISTURBED AREA LEFT IDLE FOR A PERIOD GREATER THAN 14 DAYS SHALL BE

STABILIZED WITH TEMPORARY SEEDING; DISTURBED AREAS IDLE 30 DAYS SHALL BE

STABILIZED WITH PERMANENT VEGETATION.

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PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

05/09/2024

5030 HIGH POINT RD

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2. 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.

3. 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.

4. ANY DISTURBED AREA LEFT IDLE FOR A PERIOD GREATER THAN 14 DAYS SHALL BE

STABILIZED WITH TEMPORARY SEEDING; DISTURBED AREAS IDLE 30 DAYS SHALL BE

STABILIZED WITH PERMANENT VEGETATION.

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PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

05/09/2024

5030 HIGH POINT RD

N: 1415944.5787 E: 2235570.0346

N: 1415926.2476 E: 2235570.3565

N: 1415887.1574 E: 2235569.5487

N: 1415914.6205 E: 2235602.8025

N: 1415926.2548 E: 2235598.2544

N: 1415928.2326 E: 2235619.5337

N: 1415936.0263 E: 2235629.2758

N: 1415900.0289 E: 2235519.0995

N: 1415950.6703 E: 2235605.9760

N: 1415928.9364 E: 2235544.4565

N: 1415918.0984 E: 2235596.7947

N: 1415900.4539 E: 2235535.3569

N: 1415890.6378 E: 2235559.1364

N: 1415941.5035 E: 2235518.2150

N: 1415941.4736 E: 2235529.9297

N: 1415953.4615 E: 2235632.7708

N: 1415988.1668 E: 2235614.7911

N: 1415914.0838 E: 2235632.9202

N: 1415896.9341 E: 2235614.0353

N: 1415961.2381 E: 2235529.9297

N: 1415961.3099 E: 2235559.7512

N: 1415906.6017 E: 2235604.4432

N: 1415964.5923 E: 2235604.4742

N: 1415923.1431 E: 2235529.5421

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PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

05/09/2024

5030 HIGH POINT RD

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PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

05/09/2024

5030 HIGH POINT RD

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0Node Summary - Existing Condition (100yr)

SNElement Element InvertGround/Rim InitialSurchargePonded PeakMax HGL Max Min Time of TotalTotal Time ID Type Elevation (Max) Water Elevation AreaInflowElevationSurchargeFreeboard PeakFlooded Flooded

ElevationElevation Attained Depth Attained FloodingVolume Attained Occurrence

(ft) (ft) (ft) (ft) (ft²) (cfs) (ft) (ft) (ft)(days hh:mm) (ac-in) (min) 1EastCurbInlet Junction 960.30 964.81 960.30 0.00 0.00 7.08 960.88 0.00 3.93 0 00:00 0.00 0.00 2WestCurbInlet Junction 961.10 964.88 961.10 0.00 0.00 7.59 961.57 0.00 3.31 0 00:00 0.00 0.00 3WestHW Junction 947.60 952.00 947.60 0.00 0.00 7.99 951.77 0.00 1.03 0 00:00 0.00 0.00 4Out-02 Outfall 945.00 7.99 945.00 5EastHWPondingStorage Node 953.40 958.00 953.40 0.00 8.02 955.49 0.00 0.00

Node Summary - Proposed Condition (100yr)

SNElement Element InvertGround/Rim InitialSurchargePonded PeakMax HGL Max Min Time of TotalTotal Time ID Type Elevation (Max) Water Elevation AreaInflowElevationSurchargeFreeboard PeakFlooded Flooded

ElevationElevation Attained Depth Attained FloodingVolume Attained Occurrence

(ft) (ft) (ft) (ft) (ft²) (cfs) (ft) (ft) (ft)(days hh:mm) (ac-in) (min) 1AA-2_Inflow Junction 950.30 964.90 950.30 0.00 0.00 8.05 951.00 0.00 13.90 0 00:00 0.00 0.00 2AA-2_Outflow Junction 950.30 964.90 950.30 0.00 0.00 7.69 951.06 0.00 13.84 0 00:00 0.00 0.00 3HW_InletEast Junction 955.00 960.50 955.00 0.00 0.00 1.76 956.47 0.00 4.03 0 00:00 0.00 0.00 4AA-1_OutWest Outfall 949.84 7.69 950.60 5AA-2_Store Storage Node 950.30 964.90 950.30 0.00 8.05 960.45 0.00 0.00 6AA-3_PipeStoreStorage Node 951.00 964.90 951.00 0.00 7.81 951.62 0.00 0.00 7East_Pond Storage Node 955.00 960.50 955.00 0.00 1.97 956.47 0.00 0.00

Link Summary - Proposed Condition (100yr)

SNElement ElementFrom To (Outlet) Length Inlet Outlet AverageDiameter or Manning'sPeakDesign Flow Peak Flow/Peak FlowPeak Flow Peak Flow Total TimeReported ID Type (Inlet) Node Invert Invert Slope HeightRoughnessFlow CapacityDesign Flow Velocity Depth Depth/SurchargedCondition

Node ElevationElevation Ratio Total Depth Ratio

(ft) (ft) (ft) (%) (in) (cfs) (cfs) (ft/sec) (ft) (min) 1LINK_OCS Pipe AA-2_Inflow AA-2_Store 0.07 951.00 0.00 1358571.4300 0.000 0.01508.05 0.00 0.00 0.00 0.00 0.00 0.00 2Pipe_CrossingPipe AA-3_PipeStoreAA-2_Inflow 35.00 951.00 950.30 2.0000 36.000 0.01507.78 81.75 0.10 7.30 0.62 0.21 0.00Calculated 3Pipe_East Pipe HW_InletEast AA-3_PipeStore 16.00 955.00 951.00 25.0000 36.000 0.01501.76 289.03 0.01 11.23 0.17 0.06 0.00Calculated 4Pipe_West Pipe AA-2_Outflow AA-1_OutWest 28.00 950.30 949.84 1.6400 24.000 0.01507.69 25.13 0.31 7.03 0.76 0.38 0.00Calculated 5ToEastHW ChannelEast_Pond HW_InletEast 3.00 955.00 955.00 0.0000 66.000 0.03201.76 8.34 0.21 0.60 1.47 0.27 0.00 64in.@950.3 Orifice AA-2_Store AA-2_Outflow 950.30 950.30 4.000 1.36 76in.@955 Orifice AA-2_Store AA-2_Outflow 950.30 950.30 6.000 2.21 8Weir Weir AA-2_Store AA-2_Outflow 950.30 950.30 4.13

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

05/09/2024

5030 HIGH POINT RD

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ENGINEER CERTIFICATION STATEMENTS:

"I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS

PREPARED AFTER A SITE VISIT TO THE LOCATIONS

DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT,

UNDER MY SUPERVISION."

GSWCC LEVEL II DESIGN PROFESSIONAL

DATE: 4/26/2024

CERTIFICATION # 0000079981

24 HOUR EROSION CONTROL CONTACT:

NAME:

ADDRESS:

PHONE #:

SITE DATA:

TOTAL SITE = 0.25 ACRES

DISTURBED = 0.17 ACRES

PROJECT RECEIVING WATERS = UNKNOWN

EXISTING LAND USE: SITE IS THE LOCATION OF A CULVERT CROSSING FOR HIGH

POINT ROAD NORTHEAST IN FULTON COUNTY, GEORGIA.

FUTURE LAND USE: NO CHANGE FOR THE USE OF THE SITE, IT WILL REMAIN A

CULVERT CROSSING. THE SIZING OF THE CULVERT CROSSING WILL CHANGE.

RUNOFF COEFFICIENT:

WEIGHTED PRE-CONSTRUCTION CURVE NUMBER (CN): 55

WEIGHTED POST-CONSTRUCTION CURVE NUMBER (CN): 55

STANDARD EROSION CONTROL NOTES:

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

UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE POINT OF WRESTED

VEGETATION OR WITHIN 25-FEET OF THE COASTAL MARSHLAND BUFFER AS

MEASURED FROM THE JURISDICTIONAL DETERMINATION LINE WITHOUT FIRST

ACQUIRING THE NECESSARY VARIANCES AND PERMITS

2. 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.

3. 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.

4. ANY DISTURBED AREA LEFT IDLE FOR A PERIOD GREATER THAN 14 DAYS SHALL

BE STABILIZED WITH TEMPORARY SEEDING; DISTURBED AREAS IDLE 30 DAYS

SHALL BE STABILIZED WITH PERMANENT VEGETATION.

5. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST

WEEKLY, AFTER EACH RAIN, AND REPAIRED AS NECESSARY.

6. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE

INSTALLED IF DETERMINED NECESSARY BY ON-SITE INSPECTION.

BEST MANAGEMENT PRACTICES FOR PETROLEUM SPILL

CLEANUP AND CONTROL

LOCAL STATE AND MANUFACTURER'S RECOMMENDED

METHODS FOR SPILL CLEANUP WILL BE CLEARLY POSTED

AND PROCEDURES WILL BE MADE AVAILABLE TO SITE

PERSONNEL.

MATERIAL AND EQUIPMENT NECESSARY FOR SPILL

CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREAS.

TYPICAL MATERIALS AND EQUIPMENT INCLUDES, BUT IS

NOT LIMITED TO, BROOMS, DUSTPANS, MAPS, RAGS,

GLOVES, GOGGLES, CAT LITTER, SAND, SAWDUST AND

PROPERLY LABELED PLASTIC AND METAL WASTE

CONTAINERS.

SPILL PREVENTION PRACTICES AND PROCEDURES WILL BE

REVIEWED AFTER A SPILL AND ADJUSTED AS NECESSARY

TO PREVENT FUTURE SPILLS.

ALL SPILLS WILL BE CLEANED UP IMMEDIATELY UPON

DISCOVERY. ALL SPILLS WILL BE REPORTED AS REQUIRED

BY LOCAL, STATE AND FEDERAL REGULATIONS.

FOR SPILLS THAT IMPACT SURFACE WATER (LEAVE A

SHEEN ON SURFACE WATER), THE NATIONAL RESPONSE

CENTER (NRC) WILL BE CONTACTED WITHIN 24 HOURS AT

1-800-426-2675.

FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL

RESPONSE CENTER (NRC) WILL BE CONTACTED WITHIN 24

HOURS AT 1-800-426-2675.

FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE

WATER IMPACTS, THE GEORGIA EPD WILL BE CONTACTED

WITHIN 24 HOURS.

FOR SPILLS LESS THAN 25 GALLONS AND NO SURFACE

WATER IMPACTS, THE SPILL WILL B E CLEANED UP AND

LOCAL AGENCIES WILL BE CONTACTED AS REQUIRED.

THE CONTRACTOR SHALL NOTIFY THE LICENSED

PROFESSIONAL WHO PREPARED THIS PLAN IF MORE THAN

1320 GALLONS OF PETROLEUM IS STORED ONSITE (THIS

INCLUDES CAPACITIES OF EQUIPMENT) OR IF ANY ONE

PIECE OF EQUIPMENT HAS A CAPACITY GREATER THAN 660

GALLONS. THE CONTRACTOR WILL NEED A SPILL

PREVENTION CONTAINMENT AND COUNTERMEASURES

PLAN PREPARED BY THAT LICENSED PROFESSIONAL.

WOOSEOK AHN

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

05/09/2024

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CONTROL IN GEORGIA, TABLE 5-20.2. THE SILT FENCE SHOULD BE KEPT ERECT AT ALL TIMES AND REPAIRED WHEN REQUESTED BY THE SITE INSPECTOR OR THE PROJECT DESIGN PROFESSIONAL OF RECORD. SILT SHOULD BE REMOVED WHEN ACCUMULATION REACHES ½ HEIGHT OF THE BARRIER. THE PERIMETER SILT FENCE SHOULD BE INSPECTED DAILY FOR ANY FAILURES. ANY FAILURES OF SAID

FENCING SHOULD BE REPAIRED IMMEDIATELY.

4. INLET SEDIMENT PROTECTION MEASURES SHALL BE INSTALLED ON ALL EXISTING STORM STRUCTURES AS SHOWN ON THE PLAN. SEE SEPARATE DETAILS FOR SPECIFICS ON TYPE OF INLET PROTECTION

SPECIFIED.

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

6. TREE PROTECTION FENCING SHOULD BE INSTALLED PRIOR TO THE START OF ANY LAND DISTURBANCE ACTIVITY AND MAINTAINED UNTIL FINAL LANDSCAPE IS INSTALLED. THE TREE PROTECTION FENCING SHOULD BE INSPECTED DAILY. ANY FAILURES OF SAID FENCING SHOULD BE REPAIRED IMMEDIATELY.

ADDITIONAL SILT BARRIERS MUST BE PLACED AS SHOWN ON THE PLAN AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL TAKE PLACE UNTIL SILT BARRIER INSTALLATION AND SEDIMENT PONDS ARE

CONSTRUCTED AS SHOWN ON THE CLEARING PHASE EROSION CONTROL PLAN.

THE CONTRACTOR CAN UTILIZE CLEARED TREES AS INITIAL BRUSH BARRIER SEDIMENT CONTROL IN AREAS

SHOWN ON PLAN WHERE INITIAL GRADING ACTIVITIES WILL NOT OCCUR.

NO BURN OR BURY PITS SHALL BE PERMITTED ON THE CONSTRUCTION SITE WITHOUT WRITTEN PERMISSION

BY THE OWNER AND/OR THE ENGINEER OF RECORD.

ALL ITEMS IN THIS SECTION OF THE SPECIFICATIONS SHALL MEET THE REQUIREMENTS AS SET FORTH IN SECTION 161, 162, 163, AND 164 OF THE GEORGIA D.O.T. STANDARD SPECIFICATIONS, FOR ROADS AND

BRIDGES.

MULCH OR TEMPORARY GRASSING SHALL BE APPLIED TO ALL EXPOSED AREAS WITHIN 14 DAYS OF LAND

DISTURBANCE.

ALL DISTURBED AREAS LEFT MULCHED AFTER 30 DAYS SHALL BE STABILIZED WITH PERMANENT VEGETATION.

SEDIMENT AND EROSION CONTROL MEASURES SHOULD BE CHECKED AFTER EACH RAIN EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE

CAPACITY OF THE DEVICE.

THE CONSTRUCTION EXIT SHALL BE MAINTAINED IN A CONDITION, WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 1-3” OF STONE, AS CONDITIONS DEMAND. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLE ON TO

PUBLIC ROADWAY OR INTO STORM DRAIN MUST BE REMOVED IMMEDIATELY.

CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END OF EACH WORKING DAY TO

ENSURE MEASURES ARE FUNCTIONING PROPERLY.

FAILURE TO INSTALL, OPERATE, OR MAINTAIN ALL EROSION CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION BEING STOPPED ON THE JOB UNTIL SUCH MEASURES ARE CORRECTED BACK TO THE

APPROVED EROSION CONTROL PLANS.

THE SITE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTENANCE OF ALL EROSION CONTROL MEASURES INCLUDING REPLACING OR REPAIRING ANY DAMAGED DEVICES DUE TO ANY CONSTRUCTION ACTIVITY BY

OTHERS.

DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN CAREFUL SCHEDULING AND PERFORMANCE TO ENSURE THAT LAND STRIPPED OF ITS NATURAL GROUND COVER IS EXPOSED ONLY IN SMALL QUANTITIES AND THEREFORE LIMITED DURATIONS, BEFORE PERMANENT EROSION PROTECTION IS ESTABLISHED. NOTE

SUB PHASES SHOWN ON PLANS.

EARTHWORK OPERATIONS IN THE VICINITY OF STREAM BUFFERS SHALL BE CAREFULLY CONTROLLED TO

AVOID DUMPING OR SLOUGHING INTO THE BUFFER AREAS.

SEDIMENT SHALL NOT BE WASHED INTO INLETS. IT SHALL BE REMOVED FROM THE SEDIMENT TRAPS AND

DISPOSED OF AND STABILIZED SO THAT IT WILL NOT ENTER THE INLETS AGAIN.

EROSION CONTROL DEVICES SHALL BE INSTALLED IMMEDIATELY AFTER GROUND DISTURBANCE OCCURS.

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

DESIGN PROFESSIONAL IMMEDIATELY.

THE CONTRACTOR SHALL FURNISH AND MAINTAIN ALL NECESSARY BARRICADES WHILE ROADWAY FRONTAGE

IMPROVEMENTS ARE BEING MADE.

TYPE “C” SILT FENCE SHOULD BE INSTALLED AT THE TOE OF ALL FILL SLOPES 10 FEET GREATER IN HEIGHT.

THE SILT FENCE SHOULD BE PLACED IN ACCORDANCE WITH THE MANUAL FOR EROSION CONTROL IN GEORGIA, TABLE 6-20.0. THE SILT FENCE SHALL BE MAINTAINED UNTIL PERMANENT GROUND COVER IS ESTABLISHED ON THE SLOPE. SILT SHALL BE REMOVED WHEN ACCUMULATION REACHES ½ HEIGHT OF THE BARRIER. ADDITIONALLY, DIVERSION DIKES SHALL BE CONSTRUCTED ALONG THE TOP OF ALL SAID FILL SLOPES WITH THE USE OF TEMPORARY DOWN DRAINS TO CONTROL STORM WATER RUN OFF AS SHOWN ON

THE PLANS. SEE SEPARATE DETAILS FOR ADDITIONAL INFORMATION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING BARRIERS AT THE TOE OF SLOPES UNDER CONSTRUCTION. THESE BARRIERS SHALL BE AS SHOWN IN THE PLANS. THESE BARRIERS MAY BE RELOCATED AND REUSED AFTER PERMANENT SLOPE STABILIZATION BECOMES FULLY ESTABLISHED. AS THEY ARE RELOCATED, ANY DEFECTIVE MATERIALS IN THE BARRIER SHALL BE REPLACED. IN ADDITION, ALL

DEBRIS AND SILT AT THE PREVIOUS LOCATION SHALL BE REMOVED.

CUT AND FILL SLOPES ARE NOT TO EXCEED “2H:1V”.

TYPE “C” SILT FENCE SHALL BE PLACED AT THE TOE OF ALL DIRT STOCK PILE AREAS. SEE SEPARATE DETAILS

FOR ADDITIONAL INFORMATION.

INLET SEDIMENT PROTECTION MEASURES SHALL BE INSTALLED ON ALL STORM STRUCTURES AS THEY ARE CONSTRUCTED. SEE PLAN VIEW FOR SPECIFIC TYPE AND SEPARATE DETAILS FOR ADDITIONAL INFORMATION

ON TYPE OF INLET PROTECTION SPECIFIED.

STORM DRAIN OUTLET PROTECTION SHALL BE PLACED AT ALL OUTLET HEADWALLS AS SOON AS THE

HEADWALL IS CONSTRUCTED. SEE SEPARATE DETAILS FOR ADDITIONAL INFORMATION.

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

SEE SEPARATE DETAIL FOR ADDITIONAL INFORMATION.

ALL DRAINAGE SWALES SHALL BE STABILIZED AS SOON AS FINAL GRADE IS ACHIEVED.

ALL GRADED AREAS SHALL BE APPLIED WITH VEGETATIVE COVER AS SOON AS FINAL GRADE IS ACHIEVED.

MULCH OR TEMPORARY GRASSING SHALL BE APPLIED TO ALL EXPOSED AREAS WITHIN 14 DAYS OF LAND

DISTURBANCE.

ALL DISTURBED AREAS LEFT MULCHED AFTER 30 DAYS SHALL BE STABILIZED WITH TEMPORARY GRASSING.

CONTRACTOR SHALL INSPECT CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE

MEASURES ARE FUNCTIONING PROPERLY.

ALTERNATIVE BMP'S

USE OF ALTERNATIVE BMP'S WHOSE PERFORMANCE HAS BEEN DOCUMENTED TO BE EQUIVALENT OR SUPERIOR TO CONVENTIONAL BMP'S AS CERTIFIED BY A DESIGN PROFESSIONAL MAY BE ALLOWED (UNLESS

DISAPPROVED BY EPD OR THE GEORGIA SOIL AND WATER CONSERVATION COMMISSION).

REQUIRED DOCUMENTATION FOR ALTERNATIVE BMPS:

1. ONE PAGE SUMMARY DETAILING WHY THE ALTERNATIVE BMP IS EQUIVALENT

OR SUPERIOR TO THE CONVENTIONAL BMP'S FOUND IN THE “MANUAL FOR EROSION

AND SEDIMENTATION CONTROL IN GEORGIA” (MANUAL).

2. DOCUMENTED SIDE BY SIDE TESTING (ALTERNATIVE BMP VS. CONVENTIONAL

BMP) USING THE APPROPRIATE DESIGN REQUIREMENTS AND SPECIFICATIONS

CONTAINED IN THE MANUAL.

3. PROOF THAT THE ALTERNATIVE BMP WAS PREVIOUSLY INSTALLED AND

WORKED UNDER CONDITIONS COMPARABLE TO THE ENVIRONMENTAL CONDITIONS

OF THE PROPOSED SITE. THIS CAN BE DOCUMENTED WITH PHOTOGRAPHS.

4. ALL SPECIFICATIONS INCLUDING THE DESIGN REQUIREMENTS AND THE

PROCEDURES FOR PROPER INSTALLATION AND MAINTENANCE.

ALL FORMS OF DOCUMENTATION MUST BE SIGNED AND CERTIFIED BY THE DESIGN

PROFESSIONAL WHO IS PREPARING THE ES&PC PLAN AND MUST INCLUDE THE

DESIGN PROFESSIONAL’S SEAL AND GSWCC DESIGN PROFESSIONAL CERTIFICATION.

NOTE: IF LIMITS OF DISTURBANCE FOR STAND ALONE PROJECT REQUIRES

DISTURBING 50 ACRES OR MORE AT ANY ONE TIME, WRITTEN AUTHORIZATION FORM

THE ENVIRONMENTAL PROTECTION DIVISION (EPD) DISTRICT OFFICE SHALL BE

INCORPORATED INTO THIS ES&PC PLAN. IF EPD APPROVES THE REQUEST, THE PLAN

MUST INCLUDE 4 OF THE BMP'S LISTED IN APPENDIX 1 OF GSWCC CHECKLIST, OR

PART III.C.2. OF NPDES GAR 100001.

NOTE: IF SITE DISCHARGES INTO AN IMPAIRED STREAM AS DESCRIBED BELOW,

PROVIDE THE FOLLOWING INFORMATION AND DELINEATE ADDITIONAL BMP'S ON

ES&PC PLANS.

ANY PERMITTEE WHO INTENDS TO OBTAIN COVERAGE UNDER THE NPDES GAR#

100001 FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION

ACTIVITY INTO AN IMPAIRED STREAM SEGMENT, OR WITHIN ONE (1) LINEAR MILE

UPSTREAM OF AND WITHIN THE SAME WATERSHED AS, ANY PORTION OF AN IMPAIRED

STREAM SEGMENT IDENTIFIED AS “NOT SUPPORTING” ITS DESIGNATED USE(S), AS

SHOWN ON GEORGIA’S 2008 AND SUBSEQUENT “305(B)/303(D) LIST DOCUMENTS

(FINAL)” AT THE TIME OF NOI SUBMITTAL, MUST SATISFY THE REQUIREMENTS OF PART

III.C. OF THIS PERMIT IF THE IMPAIRED STREAM SEGMENT HAS BEEN LISTED FOR

CRITERIA VIOLATED, “BIO F” (IMPAIRED FISH COMMUNITY) AND/OR “BIO M” (IMPAIRED

MACROINVERTEBRATE COMMUNITY), WITHIN CATEGORY 4A, 4B OR 5, AND THE

POTENTIAL CAUSE IS EITHER “NP” (NONPOINT SOURCE) OR “UR” (URBAN RUNOFF).

THOSE DISCHARGES THAT ARE LOCATED WITHIN ONE (1) LINEAR MILE OF AN

IMPAIRED STREAM SEGMENT, BUT ARE NOT LOCATED WITHIN THE WATERSHED OF

ANY PORTION OF THAT STREAM SEGMENT, ARE EXCLUDED FROM THIS

REQUIREMENT. GEORGIA’S 2008 AND SUBSEQUENT 305(B)/303(D) LIST DOCUMENTS

(FINAL)” CAN BE VIEWED ON THE EPD WEBSITE,

WWW.GAEPD.ORG/DOCUMENTS/305B.HTML.

1. IF A TOTAL MAXIMUM DAILY LOAD (TMDL) IMPLEMENTATION PLAN FOR SEDIMENT

HAS BEEN FINALIZED AT LEAST SIX (6) MONTHS PRIOR TO THE PERMITTEE’S

SUBMITTAL OF THE NOI, THE EROSION, SEDIMENTATION AND POLLUTION CONTROL

PLAN (PLAN) MUST ADDRESS ANY SITE-SPECIFIC CONDITIONS OR REQUIREMENTS

INCLUDED IN THE TMDL IMPLEMENTATION PLAN THAT ARE APPLICABLE TO THE

PERMITTEE’S DISCHARGE(S) TO THE IMPAIRED STREAM SEGMENT WITHIN THE

TIMEFRAME SPECIFIED IN THE TMDL IMPLEMENTATION PLAN. IF THE TMDL

IMPLEMENTATION PLAN ESTABLISHES A SPECIFIC NUMERIC WASTELOAD ALLOCATION

THAT APPLIES TO AN PERMITTEE’S DISCHARGE(S) TO THE IMPAIRED STREAM

SEGMENT, THEN THE PERMITTEE MUST INCORPORATE THAT ALLOCATION INTO THE

EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN AND IMPLEMENT ALL

NECESSARY MEASURES TO MEET THAT ALLOCATION. A LIST OF TMDL

IMPLEMENTATION PLANS CAN BE VIEWED ON THE EPD WEBSITE, WWW.GAEPD.ORG.

2. IN ORDER TO ENSURE THAT THE PERMITTEE’S DISCHARGE(S) DO NOT CAUSE OR

CONTRIBUTE TO A VIOLATION OF STATE WATER QUALITY STANDARDS, THE PLAN

MUST INCLUDE AT LEAST FOUR (4) OF THE FOLLOWING BEST MANAGEMENT

PRACTICES (BMP'S) FOR THOSE AREAS OF THE SITE WHICH DISCHARGE INTO OR

WITHIN ONE (1) LINEAR MILE UPSTREAM AND WITHIN THE SAME WATERSHED

AS THE IMPAIRED STREAM SEGMENT:

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 PURSUANT TO THIS SECTION.

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 THIS PERMIT.

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 V.D.6.D. OF THIS PERMIT.

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 STATEMANDATED BUFFER AREAS FROM SUCH

CALCULATIONS).

I. LIMIT THE AMOUNT OF AREA DISTURBED 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.

K. ADD APPROPRIATE ORGANIC SOIL AMENDMENTS (E.G., COMPOST) AND CONDUCT

PRE- AND POST-CONSTRUCTION SOIL SAMPLING TO A DEPTH OF 6 (SIX) 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 STORMWATER 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)

OF THIS PERMIT.

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 BMP'S WHOSE PERFORMANCE HAS BEEN DOCUMENTED TO BE

SUPERIOR TO CONVENTIONAL BMP'S AS CERTIFIED BY A DESIGN PROFESSIONAL

(UNLESS DISAPPROVED BY EPD OR THE STATE SOIL AND WATER CONSERVATION

COMMISSION).

RETENTION OF RECORDS

1. THE PRIMARY PERMITTEE SHALL RETAIN THE FOLLOWING RECORDS AT THE

CONSTRUCTION SITE OR THE RECORDS SHALL BE READILY AVAILABLE AT A

DESIGNATED ALTERNATE LOCATION FROM COMMENCEMENT OF CONSTRUCTION

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

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

B. A COPY OF THE EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN

REQUIRED BY THIS PERMIT;

C. THE DESIGN PROFESSIONAL’S REPORT OF THE RESULTS OF THE INSPECTION

CONDUCTED IN ACCORDANCE WITH PART IV.A.5. OF THIS PERMIT;

D. A COPY OF ALL MONITORING INFORMATION, RESULTS, AND REPORTS REQUIRED

BY THIS PERMIT;

E. A COPY OF ALL INSPECTION REPORTS GENERATED IN ACCORDANCE WITH PART

IV.D.4.A. OF THIS PERMIT;

F. A COPY OF ALL VIOLATION SUMMARIES AND VIOLATION SUMMARY REPORTS

GENERATED IN ACCORDANCE WITH PART III.D.2. OF THIS PERMIT; AND

G. DAILY RAINFALL INFORMATION COLLECTED IN ACCORDANCE WITH PART

IV.D.4.A.(1)(C) OF THIS PERMIT.

2. COPIES OF ALL NOTICES OF INTENT, NOTICES OF TERMINATION, REPORTS, PLANS,

MONITORING REPORTS, MONITORING INFORMATION, INCLUDING ALL CALIBRATION

AND MAINTENANCE RECORDS AND ALL ORIGINAL STRIP CHART RECORDINGS FOR

CONTINUOUS MONITORING INSTRUMENTATION, EROSION, SEDIMENTATION AND

POLLUTION CONTROL PLANS, RECORDS OF ALL DATA USED TO

COMPLETE THE NOTICE OF INTENT TO BE COVERED BY THIS PERMIT AND ALL OTHER

RECORDS REQUIRED BY THIS PERMIT SHALL BE RETAINED BY THE PERMITTEE WHO

EITHER PRODUCED OR USED IT FOR A PERIOD OF AT LEAST THREE YEARS FROM THE

DATE THAT THE NOT IS SUBMITTED IN ACCORDANCE WITH PART VI OF THIS PERMIT.

THESE RECORDS MUST BE MAINTAINED AT THE PERMITTEE’S PRIMARY PLACE OF

BUSINESS OR AT A DESIGNATED ALTERNATIVE LOCATION ONCE THE CONSTRUCTION

ACTIVITY HAS CEASED AT THE PERMITTED SITE. THIS PERIOD MAY BE EXTENDED BY

REQUEST OF THE EPD AT ANY TIME UPON WRITTEN NOTIFICATION TO THE

PERMITTEE.

PROVIDE THE APPLICABLE FEMA FIRM MAP NUMBER AND DATE NOTING THAT THE

SITE IS OR IS NOT WITHIN A FEMA FLOOD HAZARD AREA. FOR PROPERTIES WITH

CREEKS OR STREAMS THAT ARE NOT IDENTIFIED WITHIN THE FEMA FLOOD MAPS, A

FLOOD STUDY SIGNED AND SEALED BY A GEORGIA REGISTERED PROFESSIONAL

ENGINEER IS REQUIRED THAT IDENTIFIES THE 100-YEAR HIGH WATER ELEVATION(S)

AND CONTOUR LOCATION. SHOW ON PLANS.

IF THE SITE IS WITHIN THE 2,000 FOOT CHATTAHOOCHEE CORRIDOR, PROVIDE A

METROPOLITAN RIVER PROTECTION ACT (MRPA) CERTIFICATE FROM THE ATLANTA

REGIONAL COMMISSION (ARC).

PRE-CONSTRUCTION NOTIFICATION (PCN) MAY BE REQUIRED TO THE NORTHERN

SECTION OFFICES OF THE U.S. ARMY CORPS OF ENGINEERS FOR STREAM CHANNEL

OR WETLANDS IMPACTS WITHIN THE PROPOSED PROJECT SCOPE. PLEASE PROVIDE

COPIES OF ALL CORRESPONDENCES AND ANY REMEDIATION REQUIREMENTS AS A

CONDITION OF CORPS PERMIT APPROVAL. PLEASE BE SURE AND CHECK THE MOST

RECENT SAVANNAH DISTRICT REGIONAL PERMITTING CONDITIONS.

EROSION, SEDIMENTATION, AND POLLUTION CONTROL NOTES

PRIOR TO LAND-DISTURBING ACTIVITIES, THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE AREA EROSION CONTROL INSPECTOR. CALL (404) 546-1300 TO CONTACT THE

INSPECTOR.

THIS PLAN HAS BEEN PREPARED TO MEET THE REQUIREMENTS UNDER THE STATE OF GEORGIA,

DEPARTMENT OF NATURAL RESOURCES, ENVIRONMENTAL PROTECTION DIVISION (EPD), GENERAL PERMIT NUMBER GAR 100002 FOR AUTHORIZATION TO DISCHARGE UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY

FOR INFRASTRUCTURE.

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.

PRIOR TO THE DEDICATION AND ACCEPTANCE OF SANITARY SEWER, STORM SEWER OR STREET

INFRASTRUCTURE TO THE CITY OF ATLANTA, "AS-BUILT" DRAWINGS AND 3-YEAR MAINTENANCE BONDS ARE

REQUIRED. THE STREET CONSTRUCTION SHALL DEMONSTRATE ADEQUATE COMPACTION WITH

PROFESSIONAL TESTING AND REPORTS PREPARED BY A GEORGIA REGISTERED PROFESSIONAL CIVIL ENGINEER. THE SANITARY SEWER INSTALLATION SHALL INCLUDE AN INTERNAL TELEVISION INSPECTION, A

SUCCESSFUL MANDRELL PULL AND SUCCESSFUL LEAK-DOWN PRESSURE TEST.

PRIOR TO FINAL SIGNOFF, APPLICANT IS REQUIRED TO SUBMIT AN ELECTRONIC FORMAT (AS DETERMINED BY THE DEPARTMENT OF WATERSHED MANAGEMENT) AND A PAPER FORMAT OF THE ACTUAL "AS BUILT" PLANS FOR ANY STORMWATER MANAGEMENT FACILITIES OR PRACTICES AFTER FINAL CONSTRUCTION IS COMPLETED. THE PLAN MUST SHOW THE AS BUILT CONFIGURATION FOR ALL STORMWATER MANAGEMENT

FACILITIES AND PRACTICES AND MUST BE CERTIFIED BY A PROFESSIONAL ENGINEER.

EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST WEEKLY, AFTER EACH RAIN, AND REPAIRED AS NECESSARY.

ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED IF DETERMINED

NECESSARY BY ON-SITE INSPECTION.

ALL SILT FENCES MUST BE TYPE C, WIRE BACKED, AND MEET THE REQUIREMENTS OF SECTION 171-TEMPORARY SILT FENCE FOR THE DEPARTMENT OF TRANSPORTATION, QUALIFIED PRODUCTS LIST #36.

THE LEVEL II QUALIFIED DESIGN PROFESSIONAL WHO SEALED THESE PLANS IS TO INSPECT THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BMP'S WITHIN

7 DAYS AFTER INSTALLATION.

ALL AMENDMENTS AND REVISIONS TO THE EROSION & SEDIMENT CONTROL PLANS WHICH WILL HAVE A SIGNIFICANT EFFECT ON BEST MANAGEMENT PRACTICE (BMP) WITH A HYDRAULIC COMPONENT MUST BE

CERTIFIED BY THE DESIGN PROFESSIONAL.

NO NON-EXEMPT ACTIVITIES SHALL BE CONDUCTED IN THE 25' STATE WATERS BUFFER OR THE 75' CITY OF ATLANTA RIPARIAN BUFFER WITHOUT FIRST OBTAINING THE NECESSARY VARIANCES AND PERMITS.

THE PROPERTY OWNER AND CONTRACTOR ARE EQUALLY RESPONSIBLE FOR ALL EROSION CONTROL

ACTIVITIES.

IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN QUALIFIED PROFESSIONAL ADVICE WHEN QUESTIONS ARISE CONCERNING DESIGN AND EFFECTIVENESS OF EROSION CONTROL DEVICES, NOT THE

CITY OF ATLANTA.

ALL TEMPORARY AND PERMANENT SEEDING MUST BE PERFORMED AT THE APPROPRIATE SEASON. IN SUCH INSTANCES WHERE THE ESTABLISHMENT OF VEGETATION IS INOPPORTUNE DUE TO SEASON OR DROUGHT, DISTURBED AREAS SHALL BE TEMPORARILY STABILIZED USING 2”-4” OF MULCH (DS1). ADDITIONAL

PLANTINGS WILL BE NECESSARY IF A SUFFICIENT STAND OF GRASS FAILS TO GROW.

THE CITY'S DESIGNEE WILL VERIFY ADEQUATE VEGETATIVE COVER (100% COVER, 70% DENSITY) OF PERMANENT STABILIZATION (Ds3, Ds4).

SILT FENCES SHALL NOT BE PLACED IN STREAM BUFFER OR FLOODPLAINS, UNLESS UTILIZED FOR THE CONSTRUCTION OF AN EXEMPT ACTIVITY (I.E. ROADWAY DRAINAGE STRUCTURES, SEWER/WATER CROSSINGS, OR DRAINAGE STRUCTURES) PER THE APPROVED PLANS. FOR SUCH DISTURBANCES WITHIN THE BUFFER, THE AREA SHALL BE IMMEDIATELY STABILIZED USING EROSION CONTROL MATTING AND/OR

BLANKETS ONCE THE ACTIVITY IS COMPLETE.

SEDIMENT STORAGE VOLUME (67 CY/ACRE) MUST BE INSTALLED PRIOR TO ANY OTHER LAND DISTURBANCE

ACTIVITY AND IN PLACE UNTIL FINAL STABILIZATION OCCURS.

FOR EACH SITE ON WHICH LAND DISTURBING ACTIVITY OCCURS, EACH ENTITY OR PERSON ACTING AS EITHER A PRIMARY, SECONDARY, OR TERTIARY PERMITTEE, AS DEFINED IN THE STATE GENERAL PERMIT, SHALL HAVE AS A MINIMUM ONE PERSON WHO IS IN RESPONSIBLE CHARGE OF EROSION AND

SEDIMENTATION CONTROL ACTIVITIES ON BEHALF OF SAID ENTITY OR PERSON AND MEETS THE APPLICABLE (LEVEL 1A) EDUCATION OR TRAINING CERTIFICATION REQUIREMENTS (O.C.G.A. 12-7-19(A)(2)).

SUBCONTRACTORS INVOLVED WITH LAND DISTURBANCE ACTIVITIES SHALL MEET THE EDUCATION

REQUIREMENTS (LEVEL 1) DESCRIBED IN O.C.G.A 12-7-19.

THE CONTRACTOR SHALL OBSERVE THE PROJECT SEQUENCE SHOWN ON THE PLANS. THE CONTRACTOR SHALL MAINTAIN CAREFUL SCHEDULING AND PERFORMANCE TO ENSURE THAT LAND STRIPPED OF ITS

NATURAL COVER IS EXPOSED ONLY IN SMALL QUANTITIES.

THE OWNER AGREES TO PROVIDE AND MAINTAIN OFF-STREET PARKING ON THE SUBJECT PROPERTY DURING

THE ENTIRE CONSTRUCTION PERIOD.

NO STAGING AREAS, MATERIAL STORAGE, CONCRETE WASH OUT AREAS, OR DEBRIS BURN AND BURIAL

HOLES SHALL BE LOCATED WITHIN 500 FEET OF DESIGNATED TREE PROTECTION AREAS.

A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON THE SITE AT ALL

TIMES.

PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE LIMITS OF LAND DISTURBANCE AND ALL STREAM BUFFERS SHALL BE CLEARLY AND ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR OTHER APPROPRIATE MEANS. THE LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE ACTIVITY SHALL BE DEMARCATED FOR THE DURATION OF THE CONSTRUCTION ACTIVITY. NO LAND DISTURBANCE

SHALL OCCUR OUTSIDE THE APPROVED LIMITS INDICATED ON THE APPROVED PLANS.

PRIOR TO ANY OTHER CONSTRUCTION, A STABILIZED CONSTRUCTION ENTRANCE SHALL BE CONSTRUCTED

AT EACH POINT OF ENTRY TO OR EXIT FROM THE SITE OR ONTO ANY PUBLIC ROADWAY.

THE FOLLOWING INITIAL EROSION CONTROL MEASURES SHALL BE IMPLEMENTED PRIOR TO ANY OTHER

CONSTRUCTION ACTIVITY.

1. THE CONSTRUCTION EXIT, CONSISTING OF A MINIMUM PAD SIZE OF 20 FEET BY 50 FEET WITH A MINIMUM OF 6” THICK STONE, SHALL BE PLACED AS SHOWN ON THE PLAN. THE STONE SIZE SHOULD CONSIST OF COURSE AGGREGATE BETWEEN 1-1/2” & 3-1/2” IN DIAMETER AND OVERLAID ON A GEOTEXTILE UNDERLINER.

THE GEOTEXTILE UNDERLINER SHALL MEET THE REQUIREMENTS OF AASHTO M288-96, SECTION 7.3

SEPARATION REQUIREMENTS.

2. IMMEDIATELY AFTER THE ESTABLISHMENT OF CONSTRUCTION ENTRANCE/EXITS, ALL PERIMETER EROSION CONTROL AND TEMPORARY SEDIMENT BASINS SHALL BE INSTALLED AS SHOWN ON THE INITIAL PHASE

EROSION CONTROL PLAN.

3. TYPE “C” SILT FENCE SHOULD BE INSTALLED AT THE PERIMETER OF THE DISTURBED AREA AS SHOWN ON THE PLAN. THE SILT FENCE SHOULD BE PLACED IN ACCORDANCE WITH THE MANUAL FOR EROSION .

PERMITTED BY: _________________________________________ DATE: ______________________

PERMIT #: ___________________________________________________________________________

THESE PLANS WERE REVIEWED WITH RESPECT TO CITY BUILDING AND DEVELOPMENT CODES

ONLY. NO EFFORT WAS MADE TO CHECK THE STRUCTURAL, MECHANICAL, ELECTRICAL OR

PLUMBING DESIGN OTHER THAN TO COMPARE THE SUBMITTED PLANS WITH THE APPLICABLE

BUILDING CODES.

STRUCTURAL INTEGRITY DURING CONSTRUCTION IS THE TOTAL RESPONSIBILITY OF THE

OWNER AND THE OWNER'S AGENTS. THIS PERMIT IS SUBJECT TO ALL SANDY SPRINGS

ORDINANCES AND GEORGIA STATE LAWS.

A SITE PRE-CONSTRUCTION MEETING AND A BUILDING PRE-CONSTRUCTION MEETING ARE

REQUIRED AT THE BEGINNING OF THE PROJECT FOR ALL PERMITS EXCEPT TRADE PERMITS.

THE OWNER AND THE OWNER'S AGENT SHALL REQUEST AND PASS ALL INSPECTIONS PRIOR

TO THE CONCEALMENT OF WORK.

PERMIT

APPROVED

05/09/2024

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CONCRETE WASHOUT

IT IS PROHIBITED TO WASHOUT THE DRUM OF CONCRETE TRUCK ON SITE. SEE DETAILS SHEET

FOR BEST MANAGEMENT PRACTICES FOR CONCRETE WASHDOWN OF TOOLS, CONCRETE MIXER

CHUTES, HOPPERS, AND THE REAR OF THE VEHICLE ONLY.

POTENTIAL SOURCES OF STORMWATER POLLUTION

PETROLEUM BASED PRODUCTS - CONTAINERS FOR PRODUCTS SUCH AS FUELS, LUBRICANTS, AND TAR WILL BE INSPECTED DAILY FOR LEAKS AND SPILLS. THIS INCLUDES ON-SITE VEHICLE AND

MACHINERY DAILY INSPECTIONS AND REGULAR PREVENTATIVE MAINTENANCE OF SUCH

EQUIPMENT. EQUIPMENT MAINTENANCE AREAS WILL BE LOCATED AWAY FROM STATE WATERS,

NATURAL DRAINS, AND STORMWATER DRAINAGE INLETS. IN ADDITION, TEMPORARY FUELING

TANKS SHALL HAVE A SECONDARY CONTAINMENT LINER TO PREVEN/MINIMIZE SITE

CONTAMINATION. DISCHARGE OF OILS, FUELS, AND LUBRICANTS IS PROHIBITED. PROPER

DISPOSAL METHODS WILL INCLUDE COLLECTION IN A SUITABLE CONTAINER AND DISPOSAL AS

REQUIRED BY LOCAL AND STATE REGULATIONS.

PAINTS/FINISHES/SOLVENTS - ALL PRODUCTS WILL BE STORED IN TIGHTLY SEALED ORIGINAL

CONTAINERS WHEN NOT IN USE. EXCESS PRODUCT WILL NOT BE DISCHARGED TO THE STORM

WATER COLLECTION SYSTEM. EXCESS PRODUCT, MATERIALS USED WITH THESE PRODUCTS AND

PRODUCT CONTAINERS WILL BE DISPOSED OF ACCORDING TO MANUFACTURER'S SPECIFICATIONS

AND RECOMMENDATIONS.

FERTILIZER/HERBICIDES - THESE PRODUCTS WILL BE APPLIED AT RATES THAT DO NOT EXCEED

THE MANUFACTURER'S SPECIFICATION OR ABOVE THE GUIDELINES SET FORTH IN THE CROP

ESTABLISHMENT OR IN THE GSWCC MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA.

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

BUILDING MATERIALS - NO BUILDING OR CONSTRUCTION MATERIALS WILL BE BURIED OR DISPOSED OF ONSITE. ALL SUCH MATERIAL WILL BE DISPOSED OF IN PROPER WASTE DISPOSAL PROCEDURE.

SOLID MATERIALS, INCLUDING BUILDING MATERIALS, SHALL NOT BE DISCHARGED TO WATERS OF

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

REMEDIATION OF PETROLEUM SPILLS AND LEAKS

LOCAL, STATE AND MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE

CLEARLY POSTED AND PROCEDURES WILL BE MADE AVAILABLE TO SITE PERSONNEL.

MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL

STORAGE AREAS. TYPICAL MATERIALS AND EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO

BROOMS, DUSTPANS, MOPS, RAGS, GLOVES, GOGGLES, CAT LITTER, SAND, SAWDUST, AND

PROPERLY LABELED PLASTIC AND METAL WASTE CONTAINERS.

SPILL PREVENTION PRACTICES AND PROCEDURES WILL BE REVIEWED AFTER A SPILL AND

ADJUSTED AS NECESSARY TO PREVENT FUTURE SPILLS.

ALL SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY. ALL SPILLS WILL BE REPORTED

AS REQUIRED BY LOCAL, STATE, AND FEDERAL REGULATIONS.

THE CONTRACTOR SHALL NOTIFY THE LICENSED PROFESSIONAL WHO PREPARED THIS PLAN IF

MORE THAN 1320 GALLONS OF PETROLEUM IS STORED ONSITE (THIS INCLUDES CAPACITIES FOR EQUIPMENT) OR IF ANY ONE PIECE OF EQUIPMENT HAS A COUNTERMEASURES PLAN PREPARED BY

THAT LICENSED PROFESSIONAL.

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

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

FOR SPILLS OF AN UNKNOWN AMOUNT, THE NATIONAL RESPONSE CENTER (NRC) WILL BE

CONTACTED WITHIN 24 HOURS AT 1-800-424-8802.

FOR SPILLS GREATER THAN 25 GALLONS AND NO SURFACE WATER IMPACTS, THE GEORGIA

ENVIRONMENTAL PROTECTION DIVISION (EPD) WILL BE CONTACTED WITHIN 24 HOURS.

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

CLEANED UP AND LOCAL AGENCIES WILL BE CONTACTED AS REQUIRED.

SEVEN DAY INSPECTION

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 BMP'S WHICH THE DESIGN PROFESSIONAL DESIGNED

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

THESE BMP'S 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.

REVISIONS / AMENDMENTS

THE PRIMARY PERMITTEE SHALL AMEND/REVISE THIS PLAN WHENEVER THERE IS A CHANGE IN

DESIGN, CONSTRUCTION, OPERATION, OR MAINTENANCE,…