SW6220804_comments_20221117

P
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ENGINEERING
November 16, 2022
NCDEQ Mooresville Officer^; ,
ATTN:Jim Farkus
State Stormwater Engineer ' 7 r4 .
North Carolina Department of Environmental Quality
Division of Energy, Mineral, & Land Resources—Stormwater Program
512 N. Salisbury Street
1612 Mail Service Center
Raleigh, NC 27699-1612
Re: Stormwater Permit Application SW6220804, Rebekah Evans 230kV POD, 3266 Upton-Tyson Rd, Fayetteville, NC,
Response to Comments Received Nov 9, 2022
Dear Mr. Farkus:
We have received your additional comments on the reference projecL and provide Lhe fulluwing revisions and responses Lo each.
Hard copies of each revised document are included here.
- Application:
o Section IV, 3—Please indicate the river basin that this project is located in (can be determined here.-
https://experience.arcgis.com/experience/7073e9l22ab74588b8c48ded34c3df55/`?data id=dataSou
rce 1-SurfaceWaterClassifications 6584 4677%3A2505 and will be one of the 17 major river basins
in NC). River Basin information has been added (see attached)
o Section IV, 10—For a low-density projects like this, the "drainage area" is equal to the project area
(2.73 ac) and there is typically no off-site component.Also,the proposed BUA is shown on plan sheet
ECO2 as 26,126 sf and is shown as both 25,110& 24,535 sf in this table. Please revise as needed. BUA
has been revised based on final actual area (24,535 sf). Plans have been revised and erroneous note
removed
- Supplement-EZ Form:
o Cover Page:
■ Line 7—Please include the width of the vegetated setback required from surface waters
(please refer to 15A NCAC 02H .1003(4) & .1017(1)). It is noted that there are no surface
waters located on-site, however this value should still be provided. Form has been revised to
include 30 ft buffer
o Drainage Area Page:
■ Line 4—This project only has 1 low-density"drainage area",the project area. Similar to the
earlier comment in the Application section, a project like this has a single "drainage area"
that is equal to the project area and there is typically no off-site component. Since the
"drainage area" and project area are the same for this project,the entire site column and DA
1 columns will be the same and should correspond to the information shown in Section IV, 10
of the Application. For this project, Lines 4 (type of SCM) & 19-21 do not need to be
completed. See revised form attached
123 North White Street•Fort Mill,SC 29715
P:803-835-7929•F:803-835-7825•www.pike.com

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ENGINEERING
Please don't hesitate to call me at [phone] if you have questions or need additional information. We have included two
sets of revised drawings and one set of revised calculations for your review.
Sincerely,
Joe Ervin, P.E.
[e-mail]
Attachments
123 North White Street•Fort Mill,SC 29715
P:803-835-7929•F:803-835-7825•www.pike.com