3860 Lumpkin Co Veterans Cemetery Checklist_2.pdf

EROSION, SEDIMENTATION & POLLUTION CONTROL PLAN CHECKLIST

STAND ALONE CONSTRUCTION PROJECTS GAR100001

SWCD:__ UPPER CHATTAHOOCHEE

Address:_587 Blackburn Road, Dahlonega, GA_________________________

Local Issuing Authority:__Lumpkin County__________ Date on Plans:___1/12/2025_______________________________________

Name & Email of person filling out checklist:____________________________________________

Plan Included

TO BE SHOWN ON ES&PC PLAN

Page # Y/N

ATT Y 1

ALL Y 2 Level II certification number issued by the Commission, signature and seal of the certified design professional.

2 Y 3

ALL Y 4 The name and phone number of the 24-hour contact responsible for erosion, sedimentation and pollution controls.

ALL Y 5 Provide the name, address, email address, and phone number of Primary Permittee.

1-3 Y 6 Note total and disturbed acreages of the project or phase under construction.

3 Y 7 Provide the GPS location of the construction exit for the site. Give the Latitude and Longitude in decimal degrees.

ALL Y 8 Initial date of the Plan and the dates of any revisions made to the Plan including the entity who requested the revisions.

3 Y 9 Descriptions of the nature of construction activity and existing site conditions.

2-5 Y 10 Provide vicinity map showing site’s relation to surrounding areas. Include designation of specific phase, if necessary.

3 Y 11

1 Y 12

1 Y 13

2, 3 Y 14

2, 3 Y 15

3 N/A 16 Provide a description of any buffer encroachments and indicate whether a buffer variance is required.

2, 3 Y 17

2, 3 Y 18

2, 3 Y 19

Project Name:__Lumpkin County Veterans Cemetery_____

The applicable Erosion, Sedimentation and Pollution Control Plan Checklist established by the Commission as of January 1 of the year in which the land-disturbing activity was permitted.

The completed Checklist must be submitted with the ES&PC Plan or the Plan will not be reviewed. Permit IV.D.1. pg 27

Signature, seal and Level II number must be on each sheet pertaining to ES&PC Plan or the Plan will not be reviewed. The Level II certification must be issued to the Design Professional, after completion of a GSWCC approved course, and whose signature and seal are on the Plan.

Limits of disturbance shall be less than 50 acres at any one time without prior written authorization from the GAEPD District Office. If GAEPD approves the request to disturb 50 acres or more at any one time, the Plan must include the GAEPD approval letter and completed Appendix 1 of this checklist with at least 4 of the chosen BMPs. *

A copy of the written approval by GAEPD must be attached to the Plan for the Plan to be reviewed. Permit IV.D.3. pg 28

Identify the project receiving waters and describe all sensitive adjacent areas including streams, lakes, residential areas, wetlands, marshlands, etc. which may be affected.

Design professional's certification statement and signature that the site was visited prior to development of the ES&PC Plan as stated on Part IV page 20 of the permit.

Design professional's certification statement and signature that the Permittee’s ES&PC Plan provides for an appropriate and comprehensive system of BMPs and sampling to meet permit requirements as stated on Part IV page 20 of the permit. *

Clearly note the statement that "The design professional who prepared the ES&PC Plan is to inspect and certify the installation of the initial sediment storage requirements and perimeter control BMPs within 7 days after installation." *

Clearly note the statement that "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."

Clearly note the statement that "Amendments/revisions to the ES&PC Plan which have a significant effect on BMPs with a hydraulic component must be certified by the design professional." *

Clearly note the statement that "Waste materials shall not be discharged to waters of the State, except as authorized by a Section 404 permit." *

Clearly note statement that "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."

2, 3 Y 20

2, 3 Y 21

2 N/A 22

2 N/A 23

3, 4 Y 24

3, 4 Y 25 Provide BMPs for the remediation of all petroleum spills and leaks.

3 Y 26

3, 4 Y 27

3 Y 28

4 Y 29

3 Y 30

3 Y 31

3, 4 Y 32

4 Y 33

4 Y 34

4 Y 35

4 Y 36

2 Y 37 Graphic scale and North arrow.

2 Y 38 Existing and proposed contour lines with contour lines drawn at an interval in accordance with the following:

Map Scale Ground Slope Contour Intervals, ft.

4 N/A 39

4 N/A 40

Clearly note statement that "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."

Clearly note the statement "Any disturbed area left exposed for a period greater than 14 days shall be stabilized with mulch or temporary seeding."

Any construction activity which discharges storm water into a Biota Impaired Stream Segment, or within 1 linear mile upstream of and within the same watershed as any portion of a Biota Impaired Stream Segment, must comply with Part III.C. of the permit. Include the completed Appendix 1 of this checklist with at least 4 of the chosen BMPs that will be used for those areas of the site which discharge to the Impaired Stream Segment. *

If a TMDL Implementation Plan for sediment has been finalized for the Biota Impaired Stream Segment (identified in Item 22 above) at least six months prior to submittal of NOI, the ES&PC Plan must address any site-specific conditions or requirements included in the TMDL Implementation Plan. *

BMPs for concrete washdown of tools, concrete mixer chutes, hoppers and the rear of the vehicles. Include statement that washout of the drum at the construction site is prohibited. *

Description of the measures that will be installed during the construction process to control pollutants in storm water that will occur after construction operations have been completed. *

Description of practices to provide cover for building materials and building products on site. *

Description of the practices that will be used to reduce the pollutants in storm water discharges. *

Description and chart or timeline of the intended sequence of major activities which disturb soils for the major portions of the site (i.e., initial perimeter and sediment storage BMPs, clearing and grubbing activities, excavation activities, utility activities, grading, infrastructure, temporary and final stabilization).

Provide complete requirements of Inspections and record keeping by the Primary Permittee. *

Provide complete requirements of Sampling Frequency and Reporting of sampling results. *

Provide complete details for Retention of Records as per Part IV.F. of the permit. *

Description of analytical methods to be used to collect and analyze the samples from each location. *

Appendix B rationale for NTU values at all outfall sampling points where applicable. *

Delineate all sampling locations on all phases of the Plan, and perennial and intermittent streams and other water bodies into which storm water is discharged. *

A description of appropriate controls and measures that will be implemented at the construction site including: (1) initial sediment storage requirements and perimeter control BMPs, (2) intermediate grading and drainage BMPs, and (3) final BMPs. For construction sites where there will be no mass grading and the initial sediment storage requirements and initial perimeter control BMPs, intermediate grading and drainage BMPs, and final BMPs are the same, the Plan may combine all BMPs into a single phase plan. *

1 inch = 100ft or larger scale

Flat 0 - 2% Rolling 2 - 8%

Steep 8% +

0.5 or 1 1 or 2

2, 5 or 10

Use of Alternative BMPs whose performance has been documented to be equivalent to or superior to conventional BMPs as certified by a Design Professional (unless disapproved by GAEPD or the Georgia Soil and Water Conservation Commission). Refer to the Alternative BMP Guidance Document found at www.gaswcc.georgia.gov.

Use of Alternative BMP for application to the Equivalent BMP List. Refer to Appendix A-2 of the Manual for Erosion & Sediment Control in Georgia 2016 Edition. *

4 N/A 41

4 N/A 42 Delineation of all State Waters and wetlands located on or within 200 feet of the project site.

5 Y 43 Delineation and acreage of contributing drainage basins on the project site.

ATT Y 44

ATT Y 45

5, ATT Y 46

2, 3 Y 47 Soil series for the project site and their delineation.

2 Y 48 The limits of disturbance for each phase of construction.

2, 4 Y 49

2 Y 50

4, 5 Y 51

4 Y 52

Effec;ve January 1, 2026

Delineation of the applicable 25-foot or 50-foot undisturbed buffers adjacent to State Waters and any additional buffers as required by the Local Issuing Authority. Clearly note and delineate all areas of impact.

Provide hydrology study and maps of drainage basins for both the pre- and post-developed conditions. *

Estimate of the runoff coefficient or peak discharge flow of the site prior to and after construction activities are completed. For solar farm projects, post-construction impervious area shall be calculated as 70% of total solar panel square footage.

Storm-drain pipe and weir velocities with appropriate outlet protection to accommodate discharges without erosion. Identify/Delineate at all storm water discharge points.

Provide a minimum of 67 cubic yards of sediment storage per acre drained using a temporary sediment basin, retrofitted detention pond, and/or excavated inlet sediment traps for each common drainage location. Sediment storage volume must be in place prior to and during all land disturbance activities until final stabilization of the site has been achieved. A written justification explaining the decision to use equivalent controls when a sediment basin is not attainable must be included in the Plan for each common drainage location in which a sediment basin is not provided. A written justification as to why 67 cubic yards of storage is not attainable must also be given.

Worksheets from the Manual must be included for structural BMPs and all calculations used by the design professional to obtain the required sediment storage when using equivalent controls. When discharging from sediment basins and impoundments, Permittees are required to utilize outlet structures that withdraw water from the surface, unless infeasible. If outlet structures that withdraw water from the surface are not feasible, a written justification explaining this decision must be included in the Plan.

Location of Best Management Practices that are consistent with, and no less stringent than, the Manual for Erosion and Sediment Control in Georgia. Use uniform coding symbols from the Manual Chapter 6, with legend.

Provide detailed drawings for all structural practices. Specifications must, at a minimum, meet the guidelines set forth in the Manual for Erosion and Sediment Control in Georgia.

Provide vegetative plan, noting all temporary and permanent vegetative practices. Include species, planting dates and seeding, fertilizer, lime and mulching rates. Vegetative plan shall be site specific for appropriate time of year that seeding will take place and for the appropriate geographic region of Georgia.

If using this checklist for a project that is less than 1 acre and not part of a common development but within 200 ft of a perennial stream, the * checklist items would be N/A.