Add info DWR 20240470 Logan Farms

Baker, Caroline D
From: Chris Huysman <[e-mail]>
Sent: Monday, May 20, 2024 8:14 AM
To: Hoy, Amie; Adam Hayes
Subject: [External] Re: FW: DWR 20240470 Logan Farms
Attachments: Wetland Permit Application Letter. Executed.pdf, EC Approval and Plans.pdf
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Amie-
Please see embedded images and files for your reference -
This is a kind of complicated project so please do not hesitate to call me at 336.406.0906 if you have any questions.
We are prepared to move forward with the mitigation for this project but need the 401 from your office before we can
get the official 404 - Krysta has already issued a provisional approval.
Thanks so much -
On Wed, May 15, 2024 at 11:26 AM Hoy, Arnie <[e-mail]> wrote:
Resending this as I missed the "s" in wetlands. Please let me know you have received the email below.
Best,
Arnie Hoy
Environmental Specialist II
Division of Water Resources
[e-mail]
DWR website: https://www.deg.nc.gov/about/divisions/water-resources
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UeParlmenl of Environmental Ooa110
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From: Hoy, Amie
Sent: Wednesday, May 15, 2024 11:20 AM
To: [e-mail]
Cc: [e-mail]
Subject: DWR 20240470 Logan Farms
Good morning,
I've reviewed the above -mentioned project and additional information is required for DWR to complete our
review. Please respond to the items listed below within 30 days of this email. Please note that DWR will consider this
application on hold until receipt of a complete response.
1. Have you decided which route you will take for your impacts. Attachment D Creek Crossing options have been
provided as well as a mention of these three options in the Wetland Permit Application Letter, but I don't see a
clear decision.
SEE BELOW SNAPSHOT FROM THE COVER LETTER STATING THAT OPTION 2 IS THE SELECTED ALTERNATIVE
large concrete intensive retaining walls. The analysis includes three options: Original Pricing is for
the structure that was previously permitted but that does not meet local approval requirements.
Option 1 is a variant of the Original Pricing design using 8 more feet of pipe to achieve design
requirements and 30 foot tall walls and footers that extend 15 feet upstream and downstream of
the pipe; the total impact is +J-120 linear feet. Option 2 is the selected alternative that utilizes
lower walls and 144 linear feet of pipe without footers extending upstream and downstream of the
pipe.
1.
2. Many local governments and sediment & erosion control plans will require energy dissipation and should be
shown on the plan and accounted for in impacts. If riprap is required, please enumerate and clearly label the
temporary and permanent impacts on the site plan. Riprap must be located below the stream bed elevation. If
the riprap will be "keyed in" to the stream bed and stream banks, and normal stream width is maintained then
these impacts can be counted as permanent impacts but not a "loss of stream function."
ATTACHED IS THE EROSION CONTROL PLAN APPROVAL WITHOUT THE USE OF RIPRAP - THE APPROVAL IS PAGES 1-3
AND THE BALANCE OF THE FILE IS THE PLANS AND DETAILS.

1.
2. Temporary impacts for the dewatering are included in the impacts table, however, I do not see a plan sheet that
shows these impacts and the method of "dewatering".
HERE IS THE DETAIL FOR THE PUMP AROUND - IT IS FOUND ON PAGE 19 OF 21 AT THE ATTACHMENT.
TNETcr crest=Ar Ov
DEWnreeNc DEUCE
NOTE:
ANCHOR ALL PUMPS AND PIPES SECURELY
1.
BYPASS PUMPING
WOKK AK -A
SUC LON HOSh
1(1' (;I UINK
HT TO
Please note that responses to the questions above may prompt additional information requests to allow full evaluation
of the proposed project.
Best,
Amie Hoy
Environmental Specialist II
Division of Water Resources
[e-mail]
DWR website: https://www.deg.nc.gov/about/divisions/water-resources
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UeParlmenl of Environmental Ooa110
E-mail correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.
Chris Huysman
336.406.0906
170 Dew Drop Road
Sparta, NC 28675
[e-mail]
[e-mail]
wetlands-waters.com
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