Drawings.pdf

PDF 10 MB Posted Nov 7, 2023

Attached to: CONSTRUCT PARKING LOTS Federal contract opportunity
Solicitation number: 140P5423R0035
Issued by: Department of the Interior National Park Service Southeast Region

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Written by GovTribe AI · Dec 21, 2023

This federal contract opportunity solicitation is for the construction of parking lots. Solicitation number 140P5423R0035 was issued by the Department of the Interior National Park Service Southeast Region. The solicitation seeks bids to construct new parking lots at various national park sites within the Southeast region. Responses are due by the date listed on SAM.gov. The award date will be determined based on agency requirements and funding availability. Pricing should be provided on a firm fixed price basis. No set asides or preferences are specified in this solicitation.

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Other files for this federal contract opportunity

Other files attached to CONSTRUCT PARKING LOTS, newest first.
File	Type	Posted
Questions_and_Answers_0001.pdf	PDF	Nov 29, 2023
Sol_140P5423R0035_Amd_0001.pdf	PDF	Nov 29, 2023
Product_File.pdf	PDF	Nov 7, 2023
Past_Performance_Questionnaire.pdf	PDF	Nov 7, 2023
Specifications.pdf	PDF	Nov 7, 2023
Wage_Determination.pdf	PDF	Nov 7, 2023
Sol_140P5423R0035.pdf	PDF	Nov 7, 2023

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UPDATED 02/27/2023

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GEORGIA

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ATLANTA

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SOUTH

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MACON

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OCMULGEE N.M.

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CUMBERLAND ISLAND NS

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FORT PULASKI NM

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ANDERSONVILLE NHS

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TIMUCUAN EHP

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JACKSONVILLE

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TALLAHASSEE

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CHARLESTON

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CAROLINA

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FLORIDA

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SAVANNAH

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BRUNSWICK

AutoCAD SHX Text SUB SUB SHEET SHEET TITLE OF SHEET SHEET TITLE OF SHEET TITLE OF SHEET 1 COVER COVER 2 C1.0 EXISTING CONDITIONS - VISITOR PARKING LOT C1.0 EXISTING CONDITIONS - VISITOR PARKING LOT EXISTING CONDITIONS - VISITOR PARKING LOT 3 C1.10 DEMOLITION PLAN - VISITOR PARKING LOT C1.10 DEMOLITION PLAN - VISITOR PARKING LOT DEMOLITION PLAN - VISITOR PARKING LOT 4 C1.20 SITE PLAN - VISITOR PARKING LOT C1.20 SITE PLAN - VISITOR PARKING LOT SITE PLAN - VISITOR PARKING LOT 5 C1.30 EROSION CONTROL NOTES - VISITOR PARKING LOT C1.30 EROSION CONTROL NOTES - VISITOR PARKING LOT EROSION CONTROL NOTES - VISITOR PARKING LOT 6 C1.31 EROSION CONTROL NOTES - VISITOR PARKING LOT C1.31 EROSION CONTROL NOTES - VISITOR PARKING LOT EROSION CONTROL NOTES - VISITOR PARKING LOT 7 C1.32 EROSION CONTROL PLAN - VISITOR PARKING LOT C1.32 EROSION CONTROL PLAN - VISITOR PARKING LOT EROSION CONTROL PLAN - VISITOR PARKING LOT 8 C1.33 EROSION CONTROL DETAILS - VISITOR PARKING LOT C1.33 EROSION CONTROL DETAILS - VISITOR PARKING LOT EROSION CONTROL DETAILS - VISITOR PARKING LOT 9 C1.40 GRADING PLAN - VISITOR PARKING LOT C1.40 GRADING PLAN - VISITOR PARKING LOT GRADING PLAN - VISITOR PARKING LOT 10 C1.41 DRAINAGE PLAN - VISITOR PARKING LOT C1.41 DRAINAGE PLAN - VISITOR PARKING LOT DRAINAGE PLAN - VISITOR PARKING LOT 11 C1.50 UTILITY PLAN - VISITOR PARKING LOT C1.50 UTILITY PLAN - VISITOR PARKING LOT UTILITY PLAN - VISITOR PARKING LOT 12 C2.0 EXISTING CONDITIONS - MUSEUM C2.0 EXISTING CONDITIONS - MUSEUM EXISTING CONDITIONS - MUSEUM 13 C2.10 DEMOLITION PLAN - MUSEUM C2.10 DEMOLITION PLAN - MUSEUM DEMOLITION PLAN - MUSEUM 14 C2.20 SITE PLAN - MUSEUM C2.20 SITE PLAN - MUSEUM SITE PLAN - MUSEUM 15 C2.30 EROSION CONTROL PLAN - MUSEUM C2.30 EROSION CONTROL PLAN - MUSEUM EROSION CONTROL PLAN - MUSEUM 16 C2.31 EROSION CONTROL DETAILS - MUSEUM C2.31 EROSION CONTROL DETAILS - MUSEUM EROSION CONTROL DETAILS - MUSEUM 17 C2.40 GRADING AND DRAINAGE PLAN - MUSEUM C2.40 GRADING AND DRAINAGE PLAN - MUSEUM GRADING AND DRAINAGE PLAN - MUSEUM 18 C3.0 CONSTRUCTION DETAILS C3.0 CONSTRUCTION DETAILS CONSTRUCTION DETAILS 19 C3.1 CONSTRUCTION DETAILS C3.1 CONSTRUCTION DETAILS CONSTRUCTION DETAILS 20 C3.2 CONSTRUCTION DETAILS C3.2 CONSTRUCTION DETAILS CONSTRUCTION DETAILS 21 L1.10 SITE IMPROVEMENTS PLAN - VISITOR PARKING LOT L1.10 SITE IMPROVEMENTS PLAN - VISITOR PARKING LOT SITE IMPROVEMENTS PLAN - VISITOR PARKING LOT 22 L1.20 PLANTING PLAN - VISITOR PARKING LOT L1.20 PLANTING PLAN - VISITOR PARKING LOT PLANTING PLAN - VISITOR PARKING LOT 23 L1.21 PLANTING SCHEDULE & DETAILS - VISITOR PARKING LOT L1.21 PLANTING SCHEDULE & DETAILS - VISITOR PARKING LOT PLANTING SCHEDULE & DETAILS - VISITOR PARKING LOT 24 L1.30 SITE DETAILS L1.30 SITE DETAILS SITE DETAILS 25 L1.31 SITE DETAILS L1.31 SITE DETAILS SITE DETAILS 26 E0.0 ELECTRICAL LEGEND, NOTES, & ABBREVIATIONS E0.0 ELECTRICAL LEGEND, NOTES, & ABBREVIATIONS ELECTRICAL LEGEND, NOTES, & ABBREVIATIONS 27 E1.0 ELECTRICAL SITE PLAN - VISITOR PARKING LOT E1.0 ELECTRICAL SITE PLAN - VISITOR PARKING LOT ELECTRICAL SITE PLAN - VISITOR PARKING LOT 28 E2.0 ELECTRICAL RISER & SCHEDULES E2.0 ELECTRICAL RISER & SCHEDULES ELECTRICAL RISER & SCHEDULES 29 E3.0 ELECTRICAL DETAILSE3.0 ELECTRICAL DETAILSELECTRICAL DETAILS

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INDEX OF DRAWINGS

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CUMBERLAND ISLAND NATIONAL SEASHORE

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SCALE OF MILES

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BASIC DATA:

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STATE

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NATIONAL PARK SERVICE

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SOUTHEASTERN REGIONAL OFFICE

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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LOCATION WITHIN PARK

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NAME OF PARK

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TITLE OF PROJECT

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DRAWING NO.

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PMIS/PKG NO.

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SHEET

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A/E FIRM

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PRIME:

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LORD, AECK & SARGENT

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ATLANTA, GA

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CIVIL:

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FREEDMAN ENGINEERING

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MARIETTA, GA

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LANDSCAPE ARCH:

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DAVID SACKS LANDSCAPE

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ARCHITECTURE

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AVONDALE ESTATES, GA

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ELECTRICAL:

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NEWCOMB & BOYD

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ATLANTA, GA

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PARKING LOT DESIGN & DRAINAGE

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BACHLOTT HOUSE & MUSEUM

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CAMDEN

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GEORIGA

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P16PC00065

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100% DRAFT CONSTRUCTION DOCUMENTS

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CUMBERLAND ISLAND NATIONAL SEASHORE

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SOUTHEAST

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SOUTHEAST

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GEORGIA

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PROJECT SITE

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PROJECT SITE

Gkiser Text Box

P16PC00065

100% CONSTRUCTION DOCUMENTS

DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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PRIME:

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A/E FIRM

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LORD, AECK &

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SARGENT

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ATLANTA, GA.

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SUBCONTRACTOR:

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FREEDMAN

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ENGINEERING GROUP

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MARIETTA, GA

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SITE PACKAGE

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EXISTING CONDITIONS

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30 JUL 2021

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CUIS VISITOR PARKING LOT

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CUMBERLAND ISLAND NATIONAL SEASHORE

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GENERAL NOTES

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SHEET SPECIFIC NOTES

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LEGEND

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ISSUED FOR CONSTRUCTION

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BACHLOTT

HOUSE

CELENDA H. PERRY

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SIGN

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SIGN

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AutoCAD SHX Text N79°05'25"W 400.00'

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AutoCAD SHX Text N10°54'35"E 200.00'

AutoCAD SHX Text S79°05'25"E 200.00'

AutoCAD SHX Text S10°54'35"W 60.00'

AutoCAD SHX Text S79°05'25"E 200.00'

AutoCAD SHX Text S10°54'35"W 140.00'

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SERVICE AREA

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COVERED PORCH

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WOOD RAMP

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COVERED ENTRANCE

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TAX PARCEL S40 04 013

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NOW OR FORMERLY LANDS OF

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(D.B. 1147, PG. 490)

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OHP

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OHP

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4' HOG WIRE FENCE

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4' HOG WIRE FENCE

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BACHLOTT HOUSE

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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PRIME:

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A/E FIRM

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LORD, AECK &

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SARGENT

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ATLANTA, GA.

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SUBCONTRACTOR:

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FREEDMAN

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ENGINEERING GROUP

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MARIETTA, GA

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SITE PACKAGE

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DEMOLITION PLAN

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30 JUL 2021

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CUIS VISITOR PARKING LOT

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CUMBERLAND ISLAND NATIONAL SEASHORE

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GENERAL NOTES

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SHEET SPECIFIC NOTES

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LEGEND

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DEMOLITION PLAN

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STABLE ALLEY (36' ROW)

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ST. MARYS STREET (100' ROW)

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WHEELER STREET (100' ROW)

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SEAGROVE STREET (100' ROW)

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TREE TO REMAIN, TYP. (PROTECT IN PLACE)

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TREE TO BE REMOVED, TYP.

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TREE TO BE REMOVED, TYP.

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REMOVE EX. BRUSH

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REMOVE ALL WOOD PARKING STOPS, TYP.

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SAW CUT & REMOVE ASPHALT PAVING

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REMOVE CURB AND GUTTER

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SAW CUT & REMOVE ASPHALT PAVING

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REMOVE CURB AND GUTTER

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RELOCATE VISITOR PARKING SIGN

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RELOCATE VISITOR PARKING SIGN

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REMOVE EX. CONCRETE PILLARS

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EX. OFFICE BUILDING (PROTECT IN PLACE)

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CONC. SIDEWALK TO REMAIN (PROTECT IN PLACE)

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REMOVE UTILITY POLE

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REMOVE UTILITY POLE

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REMOVE UTILITY POLE

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REMOVE LIGHT POLE

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SIGN TO BE SALVAGED AND REINSTALLED FOLLOWING CONSTRUCTION

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RELOCATE DUMPSTER

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RIGHT-OF-WAY

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RIGHT-OF-WAY

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RIGHT-OF-WAY

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RIGHT-OF-WAY

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PROPERTY LINE

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PROPERTY LINE

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AREA TO BE REMOVED

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REMOVE ALL WOOD PARKING STOPS, TYP.

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REMOVE CURB AND GUTTER

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SAW CUT & REMOVE ASPHALT PAVING

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TREE PROTECTION FENCE, TYP.

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REMOVE UTILITY POLE AND ADJACENT ELECTRICAL PANELS

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REMOVE EX. CONCRETE PILLAR

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REMOVE EX. BRICKS & PARKING STOPS

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RELOCATE BACKFLOW PREVENTER

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REPLACE CURB INLET GRATE

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SIGN TO BE SALVAGED AND REINSTALLED FOLLOWING CONSTRUCTION

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1. REQUIRED WORK WITHIN TREE PROTECTION ZONE TO BE HAND REQUIRED WORK WITHIN TREE PROTECTION ZONE TO BE HAND PERFORMED. 2. VISITOR PARKING SIGNS TO BE REINSTALLED AS DIRECTED BY THE VISITOR PARKING SIGNS TO BE REINSTALLED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. USE SIGN FOOTING DETAIL ON C3.2 FOR INSTALLATION.

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SCALE OF FEET

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ISSUED FOR CONSTRUCTION

<O a::

DIRECTIONAL ARROW, TYP. -----

CONCRETE SIDEWALK, lYP. -----.

ASPHALT DRIVE LANE, TYP. ----,

�- CONCRETE DRIVEWAY APRON, lYP.

STABLE ALLEY (36' ROW)

200.00' RIGHT OF WAY -� ................ ----..

(:.) :)-�:·,. : .. STO,fl S!GN, lYP .. ��,T�TAL)

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:· ... · .. · .r-.. . ·. . --:-: ·•· .\ · . . I

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. ·• .. :_�.STOP BAR, lYP. (2 TOTAL · . . · . ·. · ... · .... ·:-.

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'· . . - . . . ..,;,--: .· . ; i· .. · · · . . ·

'-',-- 'EXIT ONLY, DO NOT

ENTER' SIGN ( 1 TOTAL) "

18'-0", lYP.

$ I

I I I I • I I

. . . . I .

L-_�

CONCRETE _ __, -----6----

BULLNOSE -------,f-----+---'----------j'-----L-----'-'.r-----,L-----,L-----=sT=-. MARYS STREETRADIUS, lYP.

CONCRETE WHEELSTOP, lYP. ( 100' ROW)

PERMEABLE PAVER PARKING _ __, CONCRETE SIDEWALK --

200.00'

,,---- EX. TREE TO REMAIN, lYP.

,---- CROSSWALK, 1YP. 7J

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6' HOG 111£ FENCE y)., WW

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BACHLOTT HOUSE

2-!mll'f IIIXI) FRAME fUDING fat F.F.E.•10.tU'

RELOCATED BACKFLOW PREVENTER

MODIFIED CURB LOCATION, lYP.

W/ 6" FLUSH CURB (45"

\H�RR:�80:'_ PA�RN� \ \ STOP SIGN, lYP. ---�-./--,l--r---r---.----\-,,---\---,,--)-,,-=�- CONCRETE SIDEWALK '!'=r------...===#===I

REDUCED SECTION ASPHALT PAVEMENT

(THESE FOUR SPOTS ONLY)

lYPICAL ASPHALT PARKING _____ .,,.

VAN ACCESSIBLE PARKING SPACE ___ __,.

ACCESSIBLE PARKING SIGN, lYP. ____ __, (2 TOTAL) ACCESSIBLE RAMP, lYP.

STOP BAR, lYP. PAVER LANDING AT ;;;-7��==J

(2 TOTAL)

BOTTOM OF RAMP (TO

MATCH EX. CROSSWALKS)

CONCRETE DRIVEWAY -'-' ----'--- ' ' ' '

APRON, lYP. ,__ ___ 'OFFICIAL VEHICLES

ONLY' SIGN ( 1 TOTAL)

,__ ____ CROSSWALK, lYP.

NEW DUCTILE IRON ADA COMPLIANT -�

CURB INLET GRATE, U.S. FOUNDRY

OR EQUAL (SIZE OF NEW GRATE TO

MATCH EXISTING)

A/E FIRM DESIGNED:

PRIME:

w· _J w w I

3::

LORD, AECK & ,,,.-;:;;;:;;:;:.---7

SARGENT @r.l•i•i AlLANTA, GA. PS

SUBCONTRACTOR: TECH. REVIEW:

LEGEND

l■I PROPOSED PERMEABLE PAVER PARKING

PROPOSED CONCRETE PAVING

I :

�: ·1

PROPOSED ASPHALT PAVING

GENERAL NOTES

SHEET SPECIFIC NOTES

1. 79 TOTAL PUBLIC PARKING SPACES ( 4 ACCESSIBLE).

2. 14 TOTAL STAFF PARKING SPACES (1 ACCESSIBLE)

3. 2 RV PARKING SPACES.

4. FOR ALL ACCESSIBLE PARKING MAINTAIN 96 INCHES MINIMUM

WIDTH FOR ACCESSIBLE PARKING SPACES, 60 INCHES MINIMUM

WIDTH FOR ACCESSIBLE PARKING SPACE AISLES, AND A MAXIMUM

SLOPE OF 1 :48 IN ANY DIRECTION.

5. ALL ACCESSIBLE PARKING SPACES SHALL HAVE REQUIRED

MARKINGS AND SIGNAGE. SEE DETAILS 4/C3.2 AND 5/C3.2.

6. PARKING LOT STRIPING COLOR SHOULD BE WHITE UNLESS

OTHERWISE NOTED. SEE SPECIFICATION 32 1 7 23.

SUB SHEET NO.

0 20

SCALE OF FEET

TITLE OF SHEET

SITE PACKAGE

DRAWING NO.

293331

"" FREEDMAN SHEET

;; ISSUED FOR CONSTRUCTION ENGINEERING GROUP DATE: CUIS VISITOR PARKING LOT

C 1.20

SITE PLAN PMIS/PKG NO.

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AutoCAD SHX Text S10°54'35"W 60.00'

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AutoCAD SHX Text S10°54'35"W 140.00'

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SERVICE AREA

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COVERED PORCH

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WOOD RAMP

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COVERED ENTRANCE

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TAX PARCEL S40 04 013

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NOW OR FORMERLY LANDS OF

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(D.B. 1147, PG. 490)

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4' HOG WIRE FENCE

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AutoCAD SHX Text 2-STORY WOOD FRAME BUILDING 1st F.F.E.=10.64'

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4' HOG WIRE FENCE

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BACHLOTT HOUSE

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STOP

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STOP

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EXIT

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VEHICLE

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STOP

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STOP

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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PRIME:

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A/E FIRM

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LORD, AECK &

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SARGENT

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ATLANTA, GA.

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SUBCONTRACTOR:

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FREEDMAN

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ENGINEERING GROUP

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MARIETTA, GA

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SITE PACKAGE

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SITE PLAN

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30 JUL 2021

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CUIS VISITOR PARKING LOT

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CUMBERLAND ISLAND NATIONAL SEASHORE

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GENERAL NOTES

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SHEET SPECIFIC NOTES

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LEGEND

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AutoCAD SHX Text 2/25/22 17:46 CHRISTINE.HASSELL R22 C:\TEMP\BGPLOT_27904\C1-MAIN PARKING PLANS.1.DWG XREFS: K:\PROJECTS\11277-00\RECORD\210805_FINAL_100%_CD+SPECS\DRAWINGS\CE\CAD\XC - 20.0716 - CINS PARKING.DWG;

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PERMANENT DUMPSTER HOLDING AREA (HEAVY DUTY CONCRETE)

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SITE PLAN

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STABLE ALLEY (36' ROW)

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ST. MARYS STREET (100' ROW)

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WHEELER STREET (100' ROW)

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SEAGROVE STREET (100' ROW)

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ASPHALT RV PARKING, TYP.

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SEWER HOOK UP, TYP.

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CONCRETE RV LIVING AREA, TYP.

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PERMEABLE PAVER PARKING W/ 6" FLUSH CURB (45°HERRINGBONE PATTERN), TYP.

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FENCE, TYP. (SEE LANDSCAPE PLANS)

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EX. TREE TO REMAIN, TYP.

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TEMP. DUMPSTER HOLDING AREA (HEAVY DUTY CONC.)

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ORIENTATION KIOSK (SEE LANDSCAPE PLANS)

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MODIFIED CURB LOCATION, TYP.

1. 79 TOTAL PUBLIC PARKING SPACES (4 ACCESSIBLE). 79 TOTAL PUBLIC PARKING SPACES (4 ACCESSIBLE). 2. 14 TOTAL STAFF PARKING SPACES (1 ACCESSIBLE) 14 TOTAL STAFF PARKING SPACES (1 ACCESSIBLE) 3. 2 RV PARKING SPACES. 2 RV PARKING SPACES. 4. FOR ALL ACCESSIBLE PARKING MAINTAIN 96 INCHES MINIMUM FOR ALL ACCESSIBLE PARKING MAINTAIN 96 INCHES MINIMUM WIDTH FOR ACCESSIBLE PARKING SPACES, 60 INCHES MINIMUM WIDTH FOR ACCESSIBLE PARKING SPACE AISLES, AND A MAXIMUM SLOPE OF 1:48 IN ANY DIRECTION. 5. ALL ACCESSIBLE PARKING SPACES SHALL HAVE REQUIRED ALL ACCESSIBLE PARKING SPACES SHALL HAVE REQUIRED MARKINGS AND SIGNAGE. SEE DETAILS 4/C3.2 AND 5/C3.2. 6. PARKING LOT STRIPING COLOR SHOULD BE WHITE UNLESS PARKING LOT STRIPING COLOR SHOULD BE WHITE UNLESS OTHERWISE NOTED. SEE SPECIFICATION 32 17 23.

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ASPHALT DRIVE LANE, TYP.

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CONCRETE SIDEWALK, TYP.

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PERMEABLE PAVER PARKING (45°HERRINGBONE PATTERN), TYP.

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PROPOSED PERMEABLE PAVER PARKING

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PROPOSED CONCRETE PAVING

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PROPOSED ASPHALT PAVING

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TYPICAL ASPHALT PARKING

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ACCESSIBLE RAMP, TYP.

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RIGHT-OF-WAY

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RIGHT-OF-WAY

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RIGHT-OF-WAY

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RIGHT-OF-WAY

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PROPERTY LINE

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CROSSWALK, TYP.

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UTILITY HOOK UP, TYP.

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CROSSWALK, TYP.

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CONCRETE DRIVEWAY APRON, TYP.

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CONCRETE DRIVEWAY APRON, TYP.

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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MONUMENT SIGN, TYP. (SEE LANDSCAPE PLANS)

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FENCE, TYP. (SEE LANDSCAPE PLANS)

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PAVER LANDING AT BOTTOM OF RAMP (TO MATCH EX. CROSSWALKS)

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STOP SIGN, TYP. (2 TOTAL)

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STOP BAR, TYP. (2 TOTAL)

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DIRECTIONAL ARROW, TYP.

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RELOCATED BACKFLOW PREVENTER

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STOP SIGN, TYP. (2 TOTAL)

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STOP BAR, TYP. (2 TOTAL)

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PICNIC TABLE ON CONCRETE PAD, TYP. (SEE ROOT BRIDGE DETAIL)

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'EXIT ONLY, DO NOT ENTER' SIGN (1 TOTAL)

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PICNIC PAD SIDEWALK, TYP. (SEE ROOT BRIDGE DETAIL)

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'OFFICIAL VEHICLES ONLY' SIGN (1 TOTAL)

AutoCAD SHX Text NEW DUCTILE IRON ADA COMPLIANT CURB INLET GRATE, U.S. FOUNDRY OR EQUAL (SIZE OF NEW GRATE TO MATCH EXISTING)

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CONCRETE WHEELSTOP, TYP.

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CONCRETE BULLNOSE RADIUS, TYP.

NEW 'NO PARKING' STRIPING, 4" WIDE SOLID WHITE TRAFFIC PAINT, 2 COATS, TYP.

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SCALE OF FEET

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ISSUED FOR CONSTRUCTION

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REDUCED SECTION ASPHALT PAVEMENT (THESE FOUR SPOTS ONLY)

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VAN ACCESSIBLE PARKING SPACE

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VAN ACCESSIBLE PARKING SPACE

ACCESSIBLE PARKING SIGN, TYP.

CERTIFICATION - ES&PC DESIGN PROFESSIONAL

DAVID FREEDMAN DATE

P.E. - LICENSE NO. 14392, GSWCC LEVEL II CERTIFICATION NO. 66474

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

DAVID FREEDMAN DATE

P.E. - LICENSE NO. 14392, GSWCC LEVEL II CERTIFICATION NO. 66474

I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" (MANUAL) PUBLISHED BY THE GEORGIA SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH THE LAND DISTURBANCE ACTIVE WAS PERMITTED, PROVIDES FOR THE SAMPLING OF THE RECEIVING WATER(S) OR THE SAMPLING OF THE STORM WATER OUTFALLS AND THAT THE DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES AND SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENTS CONTAINED IN

THE GENERAL NPDES PERMIT NO. GAR 100001, GAR 100002, GAR 100003

DAVID FREEDMAN DATE

P.E.LICENSE NO. 14392, GSWCC LEVEL II CERTIFICATION NO. 66474

PROJECT DESCRIPTION

THE PROJECT CONSISTS OF A NEW PARKING LOT, INCLUDING RV SITES AND A DUMPSTER PAD. ALSO INCLUDED IS NEW SITE LIGHTING, FENCING, AND MINOR WATER AND ELECTRICAL WORK. THE TOTAL PROJECT AREA IS 79,638 SQUARE FEET, OR 1.83 ACRES, AND THE DISTURBED AREA IS 63,191 SQUARE FEET, OR 1.45 ACRES. THE TOTAL VOLUME OF EARTH TO BE

DISTURBED IS 4,681 CUBIC YARDS.

STORM-DRAIN PIPE AND WEIR VELOCITIES:

EXISTING SITE DRAINAGE PATTERNS WILL NOT BE ALTERED AS A RESULT OF THE PROJECT. NO STORM DRAINAGE STRUCTURES WILL BE INSTALLED.

SEDIMENT STORAGE:

CONSTRUCTION ACTIVITY IS LIMITED TO INSTALLING AND MAINTAINING EROSION CONTROL MEASURES AND SITE IMPROVEMENTS. GIVEN THE SMALL SITE DRAINAGE AREA ASSOCIATED WITH THIS PROJECT AS WELL AS THE MINIMAL GRADE CHANGE ACROSS THE SITE, DIVERTING FLOWS AND/OR CONSTRUCTING TEMPORARY SEDIMENT BASINS OR EQUIVALENT CONTROLS IS NOT FEASIBLE. SILT FENCE, MULCHING, AND GRASSING WILL BE USED FOR SEDIMENT CONTROL FOR THE PROJECT.

DISTURBED AREA TOTAL = 1.45 ACRES

REQUIRED VOLUME OF SEDIMENT STORAGE = (1.45 ACRES)(67 C.Y./ACRE) = 97.2 CUBIC YARDS

SILT FENCE STORAGE = 1 L.F. X 1.5' HIGH X 1.5' DEEP = 0.083 C.Y./L.F.

TOTAL AMOUNT OF SILT FENCE REQUIRED FOR SEDIMENT STORAGE = (97.2 CUBIC YARDS)/(0.083CUBIC YARDS/LINEAR FOOT) = 1,171 LINEAR FEET

THE AMOUNT OF SILT FENCE SHOWN ON THE PLANS EQUALS 3,136 LINEAR FEET.

SEDIMENT ACCUMULATED BEHIND SILT FENCE WILL BE REMOVED WITHIN 3 DAYS OF A STORM EVENT.

POLLUTION PREVENTION PRACTICES & REMEDIATION OF PETROLEUM SPILLS AND LEAKS:

THE CONTRACTOR IS PROHIBITED FROM STORING OIL OR ANY HAZARDOUS WASTE MATERIAL AT THE CONSTRUCTION SITE. CONSTRUCTION EQUIPMENT AND VEHICLES ARE THE ONLY ANTICIPATED SOURCE OF POTENTIAL POLLUTION EXPECTED WITHIN THE CONSTRUCTION AREA FOR THIS PROJECT.

PREVENTION OF SPILLS AND LEAKS-

THE CONTRACTOR IS RESPONSIBLE FOR MINIMIZING THE POTENTIAL OF POLLUTION FROM EQUIPMENT AND VEHICLE LEAKS OR SPILLS REACHING ANY RECEIVING

WATERS. AT A MINIMUM, THE FOLLOWING PRACTICES SHALL BE IMPLEMENTED:

REGULARLY INSPECT ONSITE VEHICLES AND EQUIPMENT FOR LEAKS AND REPAIR IMMEDIATELY.

CHECK INCOMING VEHICLES AND EQUIPMENT FOR LEAKING OIL AND FLUIDS. DO NOT ALLOW LEAKING VEHICLES OR EQUIPMENT ONSITE.

IF FUELING MUST OCCUR ONSITE, USE LOCATIONS AWAY FROM DRAINAGE COURSES TO PREVENT THE RUNOFF OF STORMWATER AND THE RUNOFF OF SPILLS. ALWAYS USE SECONDARY CONTAINMENT, SUCH AS A DRAIN PAN, WHEN FUELING TO CATCH SPILLS/LEAKS.

IF MAINTENANCE MUST OCCUR ONSITE, USE A DESIGNATED AREA AND SECONDARY CONTAINMENT, LOCATED AWAY FROM DRAINAGE COURSES, TO PREVENT THE

RUNOFF OF STORMWATER AND THE RUNOFF OF SPILLS.

ALWAYS USE SECONDARY CONTAINMENT, SUCH AS DRAIN PAN OR DROP CLOTH, TO CATCH SPILLS OR LEAKS WHEN REMOVING OR CHANGING FLUIDS. PROMPTLY TRANSFER USED FLUIDS TO PROPER WASTE OR RECYCLING CONTAINERS. IMMEDIATELY REMOVE FROM SITE AND AND DISPOSE OF IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.

TO THE EXTENT THAT THE WORK CAN BE ACCOMPLISHED SAFELY, SPILLS OF OIL OR PETROLEUM PRODUCTS SHOULD BE CONTAINED AND CLEANED UP IMMEDIATELY.

SPILLS SHOULD BE COVERED AND PROTECTED FROM STORMWATER RUNOFF DURING RAINFALL TO THE EXTENT THAT IT DOESN'T COMPROMISE CLEAN UP ACTIVITIES.

CLEANUP OF PETROLEUM LEAKS OR SPILLS-

CLEAN UP LEAKS AND SPILLS IMMEDIATELY. NEVER HOSE DOWN OR BURY SPILLS. REMOVE CONTAMINATED SOILS AND DISPOSE OF IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.

MINOR SPILLS

CONTAIN THE SPREAD OF THE SPILL, REMOVE CONTAMINATED SOILS, AND DISPOSE OF IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.

SEMI-SIGNIFICANT SPILLS

SPILLS SHOULD BE CLEANED UP IMMEDIATELY WITH THE AID OF AS MANY ONSITE PERSONNEL AS NECESSARY. IMMEDIATELY CONTAIN THE SPILL BY CONSTRUCTING AN EARTHEN DIKE. DIG UP AND PROPERLY DISPOSE OF CONTAMINATED SOIL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS.

SIGNIFICANT SPILLS

FOR SIGNIFICANT SPILLS THAT CANNOT BE CONTROLLED BY PERSONNEL IN THE IMMEDIATE VICINITY, THE FOLLOWING STEPS SHOULD BE TAKEN:

NOTIFY THE LOCAL EMERGENCY RESPONSE BY CONTACTING 911. IN ADDITION TO 911, THE CONTRACTOR WILL NOTIFY THE PROPER 24 HOUR EMERGENCY CONTACT.

THE SERVICES OF A SPILLS CONTRACTOR OR A HAZ-MAT TEAM SHOULD BE OBTAINED IMMEDIATELY. CONSTRUCTION PERSONNEL SHOULD NOT ATTEMPT TO CLEAN UP

UNTIL THE APPROPRIATE AND QUALIFIED STAFFS HAVE ARRIVED AT THE JOB SITE.

THE CONTRACTOR IS REQUIRED TO ADHERE TO ALL REPORTING REQUIREMENTS OF GEORGIA'S OIL OR HAZARDOUS MATERIAL SPILLS OR RELEASES ACT (O.C.G.A.

§§12-14-2, ET SEQ.), 40 CFR PART 117 AND 40 CFR PART 302. WHERE A RELEASE CONTAINING A HAZARDOUS SUBSTANCE IN AN AMOUNT EQUAL TO OR IN EXCESS OF A REPORTING QUANTITY ESTABLISHED UNDER EITHER GEORGIA'S OIL OR HAZARDOUS MATERIAL SPILLS OR RELEASES ACT (O.C.G.A. §§12-14-2, ET SEQ.), 40 CFR 117 OR 40 CFR 302 OCCURS DURING A 24 HOUR PERIOD, THE CONTRACTOR IS REQUIRED TO NOTIFY EPD AT (404) 656-4863 OR (800) 241-4113 AND THE NATIONAL RESPONSE CENTER (NRC) AT (800) 424-8802 IN ACCORDANCE WITH THE REQUIREMENTS OF GEORGIA'S OIL OR HAZARDOUS MATERIAL SPILLS OR RELEASES ACT (O.C.G.A. §§12-14-2, ET SEQ.), 40 CFR 117 AND 40 CFR 302 AS SOON AS HE/SHE HAS KNOWLEDGE OF THE DISCHARGE.

CONSTRUCTION ACTIVITIES FOR THE PROJECT WILL INCLUDE THE FOLLOWING:

· INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES

· ESTABLISHING TEMPORARY AND PERMANENT VEGETATION

· DEMOLITION

· CONSTRUCTION OF ALL OF THE PROJECT ELEMENTS - PARKING LOTS, SIDEWALK, ETC.

· UTILITY WORK

· LANDSCAPING

DISTURBED AREAS WILL BE RESTORED WITH PERMANENT GRASS VEGETATION AND LANDSCAPE MULCHING. THE REMAINING AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WILL BE RETURNED TO THEIR ORIGINAL CONDITIONS. TOPOGRAPHY WILL BE RETURNED TO ORIGINAL CONDITIONS AS MUCH AS POSSIBLE. STORM WATER RUNOFF RATES WILL BE MITIGATED BY DETENTION IN THE PERMEABLE PAVER UNDER DRAIN SYSTEM.

POST CONSTRUCTION POLLUTION CONTROL MEASURES:

DISTURBED AREAS WILL BE RETURNED TO PRE-CONSTRUCTION GRADES AND SLOPES AND PERMANENT GRASS VEGETATION WILL BE ESTABLISHED AS WORK PROGRESSES TO CONTROL POLLUTANTS IN STORM WATER THAT WILL OCCUR AFTER CONSTRUCTION OPERATIONS HAVE BEEN COMPLETED.

THE CONTRACTOR SHALL ENSURE SATISFACTORY GROWTH AND COVERAGE OF PERMANENT GRASS VEGETATION ON DISTURBED AREAS. GRASSED AREAS WILL BE CONSIDERED ACCEPTABLE WHEN PERMANENT GRASS VEGETATION HAS REACHED A POINT OF MATURITY, COVERAGE IS AT LEAST 95% OF THE TOTAL AREA WITH NO BARE SPOTS EXCEEDING ONE SQUARE FOOT, AND GROUND SURFACE IS FULLY STABILIZED AGAINST EROSION. SILT FENCE AND MULCH INSTALLED DURING INSTALLATION OF THE PIPELINE WILL BE KEPT IN PLACE AND MAINTAINED UNTIL PERMANENT VEGETATION HAS BEEN EFFECTIVELY ESTABLISHED AND CONTRACTOR HAS

RECEIVED FINAL ACCEPTANCE BY THE OWNER.

WASTE MATERIALS:

WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT BY A SECTION 404 PERMIT. ANY WASTE MATERIAL FROM CONSTRUCTION ACTIVITIES SHALL BE COLLECTED AND STORED IN A SECURE, LIDDED CONTAINER. AT THE END OF EACH WORK DAY WASTE MATERIAL SHALL BE REMOVED FROM THE

CONSTRUCTION SITE AND DISPOSED OF PROPERLY.

IF EXISTING SANITARY FACILITIES ARE UNAVAILABLE, PORTABLE SANITARY FACILITIES SHALL BE PROVIDED. CONTRACTOR SHALL PAY THE COST FOR INSTALLATION, MAINTENANCE, AND REMOVAL OF TEMPORARY SANITARY FACILITIES. UNITS SHALL BE CLEANED AND SANITARY WASTE SHALL BE COLLECTED A MINIMUM OF ONE TIME PER WEEK BY A LICENSED PORTABLE FACILITY PROVIDER AND IN COMPLIANCE WITH LOCAL AND STATE REGULATIONS.

UNITS SHALL BE LOCATED AT SUCH PLACES AS APPROVED BY THE OWNER AND WHERE THE LIKELIHOOD OF THE UNIT CONTRIBUTING TO STORM WATER DISCHARGE IS

NEGLIGIBLE.

THESE PLANS ARE IN COMPLIANCE WITH APPLICABLE STATE AND LOCAL WASTE DISPOSAL, SANITARY SEWER, AND SEPTIC SYSTEM REGULATIONS.

INSPECTION OF BMP'S:

CONTRACTOR IS TO NOTIFY ES AND PC DESIGN PROFESSIONAL WHEN CONSTRUCTION IS TO BEGIN. THE DESIGN PROFESSIONAL WHO PREPARED THE ES AND PC PLAN IS TO INSPECT THE INSTALLATION OF THE INITIAL SEDIMENT STORAGE REQUIREMENTS AND PERIMETER CONTROL BMPS WITHIN 7 DAYS AFTER INSTALLATION IN

ACCORDANCE WITH PART 1V.A.5, PAGE 25 OF THE GENERAL NPDES PERMIT.

ES&PC PLAN AMENDMENTS/REVISIONS:

ANY AMENDMENT TO THE EROSION CONTROL PLANS WHICH HAS A SIGNIFICANT EFFECT ON BMP'S WITH A HYDRAULIC COMPONENT MUST BE CERTIFIED BY THE ES&PC

PLAN DESIGN PROFESSIONAL.

CONCRETE WASHDOWN:

CONCRETE WASHDOWN OF TOOLS, CONCRETE MIXER CHUTES, HOPPERS, DRUMS, THE REAR OF VEHICLES, AND/OR ANY OTHER EQUIPMENT IS PROHIBITED ON THE

PROJECT SITE.

STATE WATERS:

THIS PROJECT IS LOCATED WITHIN 200 FEET OF A STATE WATER, AN UNNAMED

TRIBUTARY/TIDAL CREEK TO THE SAINT MARYS RIVER. THERE ARE NO BUFFER

ENCROACHMENTS ASSOCIATED WITH THIS PROJECT AND A BUFFER VARIANCE IS NOT

REQUIRED. THE RECEIVING WATERS FOR THIS PROJECT IS THE SAINT MARYS RIVER.

EXISTING LAND USE:

THE EXISTING LANDS AT THE PROJECT SITE ARE A PARKING LOT FOR A NATIONAL PARK.

ACTIVITY

EROSION CONTROL

INSTALLATION OF:

SILT FENCE, TREE PROTECTION FENCE, AND CONSTRUCTION EXIT

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MAINTAIN INSTALLED EROSION CONTROL BMPS UNTIL

PERMANENT VEGETATION IS ESTABLISHED AND EFFECTIVE

CONTROL OF EROSION HAS BEEN ACHIEVED IN ALL AREAS

DISTURBED BY CONSTRUCTION ACTIVITIES

Sd1 Ds2

INSTALLATION OF MULCHING AND TEMPORARY GRASSING , DUST

CONTROL AS NEEDED

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EROSION CONTROL NOTES:

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 OR AS DIRECTED BY THE EROSION CONTROL

INSPECTOR. PRACTICES WILL BE CHECKED DAILY.

ANY DISTURBED AREA LEFT EXPOSED FOR A PERIOD GREATER THAN 14 DAYS SHALL BE

STABILIZED WITH MULCH OR TEMPORARY SEEDING.

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

EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO LAND-DISTURBING

ACTIVITIES.

THE EXTENT AND LOCATION OF EROSION CONTROL MEASURES SHOWN ARE THE ESTIMATED

REQUIRED. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DUE TO THE

ACTUAL FIELD CONDITIONS, AND WILL BE INSTALLED AT THE OWNER/DEVELOPERS EXPENSE

WHEN DIRECTED BY THE PROPER GOVERNING AUTHORITY.

ALTERNATE TYPE C SILT FENCE CAN BE USED PROVIDED IT IS APPROVED BY THE GEORGIA

DEPARTMENT OF TRANSPORTATION.

NO CLEARING OF THE SITE UNTIL ALL BASINS, DIVERSIONS, AND SEDIMENT CONTROLS ARE

INSTALLED, STABILIZED, AND FUNCTIONAL

LAND DISTURBANCE CANNOT BEGIN ON SITE UNTIL AFTER THE PRECONSTRUCTION

CONFERENCE AND THE EROSION CONTROL INSPECTOR GIVES THE LDA PERMIT TO THE

CONTRACTOR. PRESENT FOR THE PRECONSTRUCTION CONFERENCE SHALL BE: GENERAL

CONTRACTOR, GRADING CONTRACTOR, AND OWNER. THE DESIGN PROFESSIONAL MAY BE

PRESENT AT THE DIRECTION OF THE OWNER.

THE GSWCC MANUAL REQUIRES TWO ROWS OF TYPE S SEDIMENT BARRIERS, 36 INCHES

APART, ALONG ALL STATE WATERS.

BUILDING MATERIALS AND PRODUCTS STORED ONSITE DURING CONSTRUCTION SHALL BE

COVERED WITH PLASTIC AND/OR TARPS TO PREVENT RUNOFF.

CRITICAL AREAS INFORMATION:

THERE ARE NO CRITICAL AREAS WITHIN THIS PROJECT.

WETLANDS:

THERE ARE NOT WETLANDS WITHIN THE PROJECT AREA.

EROSION, SEDIMENTATION AND POLLUTION CONTROL INSPECTIONS AND REPORTING:

INSPECTIONS AND REPORTING REQUIREMENTS ARE REQUIRED.

65 87 9

MONTH

INSTALLATION OF PERMANENT GRASSING

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Sd2

Ds3

Ds1

Ds2

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ALL SLOPED AREAS TO BE MULCHED AND TEMPORARILY GRASSED WITH 2 1/2 TONS

TOP MILLET, OR A GRASS SUITABLE TO THE AREA AND SEASON. LIME AND FERTILIZER WILL

TEMPORARY GRASSING SHALL CONSIST OF SOWING A QUICK GRASS SUCH AS RYE GRASS, BROWN

BE OMITTED. MULCH IS NOT REQUIRED BUT SHOULD BE USED AS DICTATED BY EXISTING SITE

PER ACRE OF DRY STRAW.

TEMPORARY GRASSING

CONDITIONS.

MULCHING

RYE GRASS-ANNUAL

BROWNTOP MILLET

RYE

40-50#/AC.

30-40#/AC.

160-170#/AC.

AUGUST THRU MID-APRIL

APRIL THRU MID-JULY

MID-AUGUST THRU DECEMBER

SPECIES RATE PLANTING DATE

Ds2

Ds1

DUST CONTROL

PROVIDE DUST CONTROL THROUGH A COMBINATION OF MEASURES INCLUDING MULCHING,

VEGETATION COVER , SPRAY ON ADHESIVES, TILLAGE, IRRIGATION, SPRAY ON ADHESIVES, AND/OR

CALCIUM CHLORIDE

APPLICATION, WEATHER PERMITTING. SEED SHALL BE UNIFORMLY SPREAD AT THE RATE

SHOWN BELOW. MULCHING IS REQUIRED AND SHALL BE DONE IMMEDIATELY AFTER SEEDING.

GROUND SURFACE EXPOSED. THE RATE OF APPLICATION SHALL BE DOUBLED ON SIDE SLOPES

MULCH SHALL BE UNIFORMLY APPLIED OVER THE AREA LEAVING APPROXIMATELY 25% OF THE

4:1 AND STEEPER.

12; 6-12-12 OR 5-10-15. SEEDING SHALL BE DONE WITHIN 24 HOURS OF THE FERTILIZER

BEING FREE OF ROCKS, CLODS, ROOTS, ETC. FERTILIZER MIXED GRADE SHALL BE EITHER 4-12- 1500#/AC. AND LIME AT 2000#/AC. THE GROUND SHALL BE FINISHED OFF SMOOTH AND UNIFORM

AND LIME SHALL BE UNIFORMLY MIXED INTO THE GROUND - FERTILIZER AT A RATE OF

THE GROUND SHALL BE PREPARED BY PLOWING AND DISKING NOT LESS THAN 4". FERTILIZER

PERMANENT GRASSING SHALL CONSIST OF GROUND PREPARATION, LIMING AND FERTILIZATION, PERMANENT GRASSING:

SEEDING, AND MULCHING.

TALL FESCUE

COMMON BERMUDA (HULLED)

COMMON BERMUDA (UNHULLED)

WEEPING LOVEGRASS

50#/AC.

10#/AC.

4#AC.

MID AUGUST THRU OCTOBER

MARCH THRU JUNE

OCTOBER THRU FEBRUARY

MARCH THRU MAY

SPECIES RATE PLANTING DATE

DEMOLITION AND CONSTRUCTION

IMPAIRED STREAM REQUIREMENTS, TMDL PLANS, AND ALTERNATIVE BMP NOTES

1. STORM WATER FROM THIS PROJECT SITE WILL NOT DISCHARGE WITHIN ONE

LINEAR MILE OF AN IMPAIRED STREAM ACCORDING TO THE 2016 305B/303D LIST

OF IMPAIRED STREAMS. A TMDL IMPLEMENTATION PLAN HAS THEREFORE NOT

BEEN WRITTEN, AND APPENDIX 1 DOES NOT APPLY TO THIS PROJECT.

2. ALTERNATIVE BMP'S CAN BE INSTALLED DURING THIS PROJECT PROVIDED THEY

ARE APPROVED.

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 A COASTAL MARSHLAND BUFFER AS

MEASURED FROM THE JURISDICTIONAL DETERMINATION LINE WITHOUT FIRST

ACQUIRING THE NECESSARY VARIANCES AND PERMITS.

GIVEN THE SMALL "SITE" DRAINAGE AREAS ASSOCIATED WITH THIS PROJECT,

DIVERTING FLOWS AND/OR CONSTRUCTING TEMPORARY SEDIMENT BASINS OR

EQUIVALENT CONTROLS IS NOT ATTAINABLE. SILT FENCE, TEMPORARY

GRASSING, MULCHING AND PERMANENT GRASSING WILL BE USED FOR SEDIMENT

CONTROL FOR THE PROJECT.

RATIONALE FOR SINGLE PHASE EROSION CONTROL PLAN

THE PROJECT SITE AND DISTURBED AREA AREA RELATIVELY SMALL AT 1.82 AND 1.45

ACRES, RESPECTIVELY. THE PROJECT SITE IS RELATIVELY FLAT AND THERE IS

MINIMAL GRADE CHANGE WITH THE PROPOSED IMPROVEMENTS. THE EXISTING SITE

DOES NOT CONTAIN ANY STORMWATER MANAGEMENT FEATURES SUCH AS A

DETENTION POND AND STORMWATER CURRENTLY SHEET FLOWS OFF THE SITE.

PROPOSED EROSION CONTROL MEASURES CONSIST OF SILT FENCE AND A

CONSTRUCTION EXIT IN ADDITION TO GRASSING, MULCHING, ETC. DUE TO MINIMAL

GRADE CHANGE ACROSS THE SITE AND THE LACK OF EXISTING STORMWATER

INFRASTRUCTURE OR DRAINAGE WAYS TO DISCHARGE STORMWATER,

INSTALLATION OF SEDIMENT BASINS OR SEDIMENT TRAPS IS NOT FEASIBLE. THE

PROJECT ALSO HAS A RELATIVELY SHORT DURATION OF NINE MONTHS. AS A RESULT

OF THESE FACTORS THE MOST APPROPRIATE EROSION CONTROL STRATEGY IS TO

COMBINE THE THREE EROSION CONTROL PHASES (INITIAL, INTERMEDIATE, AND

FINAL) INTO ONE PHASE. PER THE EROSION, SEDIMENTATION, AND POLLUTION

CONTROL PLAN CHECKLIST FOR STAND ALONE CONSTRUCTION PROJECTS, FOR

CONSTRUCTION SITES WHERE THERE WILL BE NO MASS GRADING AND THE INITIAL

PERIMETER CONTROL BMP'S ARE THE SAME, THE PLAN MAY COMBINE ALL OF THE

BMP'S INTO A SINGLE PHASE. THIS PROJECT FALLS INTO THIS CATEGORY.

24-HOUR CONTACT:

Carl David

PH: (912) 674-5195

Tr Co

ALTERNATIVE BMP'S:

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

DOCUMENT FOUND AT WWW.GASWCC.GEORGIA.GOV.

FOR USE OF AN ALTERNATIVE BMP, AN APPLICATION TO THE EQUIVALENT BMP LIST IS REQUIRED. PLEASE REFER TO APPENDIX A-2 OF

THE MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA 2016 EDITION.

PRIMARY PERMITTEE:

THE PRIMARY PERMITTEE FOR THIS SITE IS CUMBERLAND ISLAND NATIONAL SEASHORE, 101 WHEELER STREET, ST. MARY'S, GA, 31558, (912) 882-4336

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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PRIME:

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A/E FIRM

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LORD, AECK &

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SARGENT

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ATLANTA, GA.

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SUBCONTRACTOR:

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FREEDMAN

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ENGINEERING GROUP

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MARIETTA, GA

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SITE PACKAGE

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EROSION CONTROL

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NOTES

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30 JUL 2021

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CUIS VISITOR PARKING LOT

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CUMBERLAND ISLAND NATIONAL SEASHORE

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AutoCAD SHX Text 07/30/21

THE RATIONALE FOR NOT PERFORMING SAMPLING

THE PROJECT SITE AND DISTURBED AREAS ARE

RELATIVELY SMALL AT 1.83 ACRES AND 1.45 ACRES,

RESPECTIVELY. THE EXISTING SITE DOES NOT

CONTAIN ANY STORMWATER MANAGEMENT

FEATURES SUCH AS A DETENTION POND. THE SITE IS

RELATIVELY FLAT WITH SANDY SOILS AND

STORMWATER CURRENTLY PERCOLATES INTO THE

SANDY SOIL SINCE THERE IS NOT AN EXISTING

STORMWATER OUTFALL AND ONE IS NOT PROPOSED

OR NEEDED. SAMPLING OF THE OUTFALL IS NOT

POSSIBLE. THE CLOSEST RECEIVING STREAM IS

APPROXIMATELY 130 FEET FROM THE PROJECT SITE

BUT ONLY A SMALL PERCENTAGE OF THE

STORMWATER RUNOFF FROM THE SITE EVER MAKES

IT TO THIS STREAM. THIS STREAM IS ALSO A TIDALLY

INFLUENCED STREAM. BASED ON THE ABOVE

FACTORS, STORMWATER SAMPLING IS NOT FEASIBLE

FOR THIS PROJECT AND THE ASSOCIATED SAMPLING

REQUIREMENTS ARE NOT INCLUDED ON THE

EROSION CONTROL PLANS DUE TO THE RELATIVELY

SMALL PROJECT SIZE AND THE RELATIVELY SHORT

PROJECT DURATION, AS WELL AS THE PROPOSED

BMP'S, NO IMPACT ON THE RECEIVING STREAM IS

ANTICIPATED. ONE THE PROJECT IS COMPLETE IT

WILL CONTRIBUTE TO THE IMPROVED WATER

QUALITY IN THE DRAINAGE BASIN.

CERTIFICATION - ES&PC DESIGN PROFESSIONAL

DAVID FREEDMAN DATE

P.E. - LICENSE NO. 14392, GSWCC LEVEL II CERTIFICATION NO. 66474

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

DAVID FREEDMAN DATE

P.E. - LICENSE NO. 14392, GSWCC LEVEL II CERTIFICATION NO. 66474

THE GENERAL NPDES PERMIT NO. GAR 100001, GAR 100002, GAR 100003

DAVID FREEDMAN DATE

P.E.LICENSE NO. 14392, GSWCC LEVEL II CERTIFICATION NO. 66474

24-HOUR CONTACT:

Carl David

PH: (912) 674-5195

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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PRIME:

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A/E FIRM

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LORD, AECK &

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SARGENT

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ATLANTA, GA.

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SUBCONTRACTOR:

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FREEDMAN

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ENGINEERING GROUP

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MARIETTA, GA

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SITE PACKAGE

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EROSION CONTROL

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NOTES

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30 JUL 2021

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CUIS VISITOR PARKING LOT

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CUMBERLAND ISLAND NATIONAL SEASHORE

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AutoCAD SHX Text C1.31

AutoCAD SHX Text 9/25/20 17:28 CHASSELL R22 K:\PROJECTS\11277-00\DESIGN\00_OUT\NPS-SHEET_TEMPLATE.DWG XREFS: ..\BASES\NPS-BASE_TEMPLATE.DWG;

AutoCAD SHX Text 07/30/21

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AutoCAD SHX Text N79°05'25"W 400.00'

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AutoCAD SHX Text N10°54'35"E 200.00'

AutoCAD SHX Text S79°05'25"E 200.00'

AutoCAD SHX Text S10°54'35"W 60.00'

AutoCAD SHX Text S79°05'25"E 200.00'

AutoCAD SHX Text S10°54'35"W 140.00'

AutoCAD SHX Text 200.00'

AutoCAD SHX Text 60.00'

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SERVICE AREA

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COVERED PORCH

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WOOD RAMP

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COVERED ENTRANCE

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TAX PARCEL S40 04 013

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NOW OR FORMERLY LANDS OF

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(D.B. 1147, PG. 490)

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4' HOG WIRE FENCE

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AutoCAD SHX Text 2-STORY WOOD FRAME BUILDING 1st F.F.E.=10.64'

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4' HOG WIRE FENCE

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BACHLOTT HOUSE

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STOP

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STOP

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EXIT

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VEHICLE

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STOP

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STOP

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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PRIME:

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A/E FIRM

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LORD, AECK &

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SARGENT

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ATLANTA, GA.

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SUBCONTRACTOR:

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FREEDMAN

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ENGINEERING GROUP

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MARIETTA, GA

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SITE PACKAGE

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EROSION CONTROL PLAN

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30 JUL 2021

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CUIS VISITOR PARKING LOT

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CUMBERLAND ISLAND NATIONAL SEASHORE

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AutoCAD SHX Text C1.32

AutoCAD SHX Text 9/25/20 17:28 CHASSELL R22 K:\PROJECTS\11277-00\DESIGN\00_OUT\NPS-SHEET_TEMPLATE.DWG XREFS: ..\BASES\NPS-BASE_TEMPLATE.DWG;

AutoCAD SHX Text 1" = 20'

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EROSION CONTROL PLAN

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STABLE ALLEY (36' ROW)

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ST. MARYS STREET (100' ROW)

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WHEELER STREET (100' ROW)

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SEAGROVE STREET (100' ROW)

RIGHT-OF-WAY

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RIGHT-OF-WAY

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RIGHT-OF-WAY

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RIGHT-OF-WAY

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PROPERTY LINE

AutoCAD SHX Text TREE PROTECTION FENCE, TYP. (Tr)

AutoCAD SHX Text CONSTRUCTION EXIT, TYP. (Co) 30.721379, -81.551348

AutoCAD SHX Text TWO ROWS, TYPE-S SILT FENCE, TYP. (Sd1-S)

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ALL DISTURBED AREAS

AutoCAD SHX Text ONE ROW, TYPE B FILTER SOCK TYP. (Sd1-S)

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ALL DISTURBED AREAS

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ALL DISTURBED AREAS

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LIMITS OF DISTURBANCE, TYP.

AutoCAD SHX Text TWO ROWS, TYPE-S SILT FENCE, TYP. (Sd1-S)

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LIMITS OF DISTURBANCE, TYP.

AutoCAD SHX Text ONE ROW, TYPE-S SILT FENCE, TYP. (Sd1-S)

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LIMITS OF DISTURBANCE, TYP.

AutoCAD SHX Text ONE ROW, TYPE B FILTER SOCK TYP. (Sd1-S)

AutoCAD SHX Text TWO ROWS, TYPE-S SILT FENCE, TYP. (Sd1-S)

AutoCAD SHX Text INLET SEDIMENT TRAP, TYP. (Sd2)

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LIMITS OF DISTURBANCE, TYP.

AutoCAD SHX Text TREE PROTECTION FENCE, TYP. (Tr)

AutoCAD SHX Text ONE ROW, TYPE-S SILT FENCE, TYP. (Sd1-S)

AutoCAD SHX Text TREE PROTECTION FENCE, TYP. (Tr)

AutoCAD SHX Text TWO ROWS, TYPE-S SILT FENCE, TYP. (Sd1-S)

AutoCAD SHX Text ONE ROW, TYPE B FILTER SOCK TYP. (Sd1-S)

AutoCAD SHX Text CONSTRUCTION EXIT, TYP. (Co) 30.72079, -81.550608

AutoCAD SHX Text TWO ROWS, TYPE-S SILT FENCE, TYP. (Sd1-S)

AutoCAD SHX Text TREE PROTECTION FENCE, TYP. (Tr)

AutoCAD SHX Text SOILS NOTE: ALL SOILS IN THE PROJECT AREA ARE CAINHOY FINE SAND, 0 TO 5 PERCENT SLOPES, CaB.

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SCALE OF FEET

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AutoCAD SHX Text 1" = 20'

CERTIFICATION - ES&PC DESIGN PROFESSIONAL

DAVID FREEDMAN DATE

P.E. - LICENSE NO. 14392, GSWCC LEVEL II CERTIFICATION NO. 66474

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

DAVID FREEDMAN DATE

P.E. - LICENSE NO. 14392, GSWCC LEVEL II CERTIFICATION NO. 66474

I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN PROVIDES FOR AN APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BY THE GEORGIA WATER QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN GEORGIA" (MANUAL) PUBLISHED BY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THE YEAR IN WHICH THE LAND DISTURBANCE ACTIVE WAS PERMITTED, PROVIDES FOR THE SAMPLING OF THE RECEIVING WATER(S) OR THE SAMPLING OF THE STORM WATER OUTFALLS AND THAT THE DESIGNED SYSTEM OF BEST MANAGEMENT PRACTICES AND SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENTS CONTAINED IN

THE GENERAL NPDES PERMIT NO. GAR 100001, GAR 100002, GAR 100003

DAVID FREEDMAN DATE

P.E.LICENSE NO. 14392, GSWCC LEVEL II CERTIFICATION NO. 66474

CRUSHED STONE CONSTRUCTION EXIT

EXIT DIAGRAM

ENTRANCE ELEVATION

EROSION AND SEDIMENT CONTROL

COMPOST FILTER SOCK

SILT FENCE - TYPE SENSITIVE

SIDE VIEW

FRONT VIEW

SECTION B-B

CURB INLET FILTER "PIGS IN BLANKET"

PLAN

Sd2

Ds1

Ds3

Ds1

Ds3

Ds2 Ds2

Du Du

GEORGIA

FOR SOIL EROSION AND SEDIMENT CONTROL PRACTICES

UNIFORM CODING SYSTEM

GEORGIA SOIL AND WATER CONSERVATION COMMISSION

STRUCTURAL PRACTICES

CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL CODE PRACTICE DETAIL DESCRIPTIONMAP

SYMBOL

VEGETATIVE PRACTICES

Co Co

Sd1

TREE PROTECTION

"SNOW" FENCE

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DATE:

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DESIGNED:

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TECH. REVIEW:

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SUB SHEET NO.

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PMIS/PKG NO.

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DRAWING NO.

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SHEET

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TITLE OF SHEET

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PRIME:

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A/E FIRM

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LORD, AECK &

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SARGENT

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ATLANTA, GA.

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SUBCONTRACTOR:

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FREEDMAN

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ENGINEERING GROUP

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MARIETTA, GA

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SITE PACKAGE

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EROSION CONTROL

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DETAILS

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30 JUL 2021

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CUIS VISITOR PARKING LOT

Auto…

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File details come from the government source that posted it. Updated Nov 7, 2023.