Re_ 20230952_Lake Glenn SD_Stanly

Baker, Caroline D
From: Perry Isner <[e-mail]>
Sent: Thursday, August 24, 2023 4:47 PM
To: Conchilla, Ryan
Subject: [External] Re: 20230952_Lake Glenn SD_Stanly
Attachments: ResponseLetter-22019-Environmental.pdf, SAW-2023-01365 nwp 18 _pjdv2.pdf,
LakeGlennDeli neation_wPictures.pdf, Pages from PLAN S-SiteCivil-22019-revl.pdf
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Ryan, good afternoon and hope you are well. Below are your comments with my responses in italics. Comments #3, #4,
#6, #7, and #8 have been addressed by the project engineer in the attached letter. Also attached is the revised Sheet
C3.0 from the site / civil plans as referenced by the project engineer. Further, the 404 permit has already been issued by
the Army Corps and is also attached. Feel free to give me a call (704.773.4239) if you have any questions or would like to
discuss further. Best regards,
1. Provide a wetland delineation report for the site. A Pre -Construction Notification for use of NWP 18 and General
Certification 4249 does not require a wetland delineation report in order to be considered complete. Only a
delineation of Waters of US, which was included in the original submittal (Figure 1), is required.
2. Provide copies of the DWR Stream ID Forms completed. The applicant is not requesting concurrence of stream
flow regime by DWR. Therefore, DWR Stream ID Forms were not completed for the purpose of this submittal.
3. On the PCN page 3, section 6b lists two project phases. Depict both Phases on the Grading Plan provided on
page 20. Comment #3 addressed by the project engineer in the attached letter.
4. Based on the Grading Plan, it appears stream impacts 1 and 2 could both be avoided by adjusting the
construction access to this area off Renee Ford Road. Discuss why this alternative access route is not feasible
for development of the project. Comment #4 addressed by the project engineer in the attached letter.
5. Glenn Lake Photos- the photo log locations should be depicted on the surface waters and wetlands map (PCN
page 12). It is not customary for W&W, Inc. to provide photo log locations on our figure depicting surface waters
and wetlands. Each one of our site photographs contains the location coordinates (latitude/longitude) of the
specific photograph. Further, it is not a requirement by the Wilmington District of the USACE for a delineation
map to include photo locations. For the purpose of the review of this project, the photo locations have been
included in a figure that also depicts the surface waters, attached here.
6. The project is stated to be low density at less than 24%. Is this applicable to the entire "common" plan of
development, Phase 1 and 2, or just Phase 2? Impervious area should be calculated for the entire development,
including roadway, not just a single phase as this is a "common" plan of development. Only Phase 2 plan has
been submitted. Comment #6 addressed by the project engineer in the attached letter.
7. Under Stormwater Management Plan (2c), please provide details as to how project qualifies for low
density. What is the total project acreage, proposed roadway impervious area, lot impervious restrictions,
etc. Comment #7 addressed by the project engineer in the attached letter.
8. If the project does qualify for low density with no stormwater requirements, how is that going to be ensured in
the future? Restrictions should be placed on the individual lots for a maximum allowable impervious
area. Comment #8 addressed by the project engineer in the attached letter.

On Thu, Aug 3, 2023 at 11:14 AM Conchilla, Ryan <[e-mail]> wrote:
Perry,
Good morning. The PCN application for this project is under review with the following comments:
1. Provide a wetland delineation report for the site.
2. Provide copies of the DWR Stream ID Forms completed.
3. On the PCN page 3, section 6b lists two project phases. Depict both Phases on the Grading Plan provided on
page 20.
4. Based on the Grading Plan, it appears stream impacts 1 and 2 could both be avoided by adjusting the
construction access to this area off Renee Ford Road. Discuss why this alternative access route is not feasible
for development of the project.
5. Glenn Lake Photos- the photo log locations should be depicted on the surface waters and wetlands map (PCN
page 12).
6. The project is stated to be low density at less than 24%. Is this applicable to the entire "common" plan of
development, Phase 1 and 2, or just Phase 2? Impervious area should be calculated for the entire development,
including roadway, not just a single phase as this is a "common" plan of development. Only Phase 2 plan has
been submitted.
7. Under Stormwater Management Plan (2c), please provide details as to how project qualifies for low
density. What is the total project acreage, proposed roadway impervious area, lot impervious restrictions, etc.
8. If the project does qualify for low density with no stormwater requirements, how is that going to be ensured in
the future? Restrictions should be placed on the individual lots for a maximum allowable impervious area.
Let me know what additional support I can provide.
Thanks -
Ryan Conchilla, PWS
Environmental Specialist II
401 and Buffer Transportation Permitting Branch (DOT Divisions 7+8)
Division of Water Resources, NC Department of Environmental Quality

919-707-9111 office
[e-mail]
D- E
NORTH CAROLINA 7..� Q
Department of Environmental duality
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Perry Isner
Wetlands & Waters, Inc.
328 East Broad St. Suite D
Statesville, NC 28677
704.773.4239
perryisner(c�wetlands-waters.com
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