20221230 Ver 1_20221101 Add Info received_20221101

Annino, Amy M
From: Britten Yant <[e-mail]>
Sent: Tuesday, November 1, 2022 4:26 PM
To: Annino, Amy M
Cc: [e-mail]; Hamstead, Byron A; Leslie, Andrea J
Subject: [External] RE: DWR 20221230 - Reflections at the Pond PCN Application - After The Fact (NOV-2022-
PC-0059) - Additional Information Request
Attachments: CEC Impact Map Figure 5.0 - Updatedl 1.1.22.pdf, PCN Form Update Page 4 - Updated 11.1.22.pdf;
Live Stake Detail.JPG
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Amy,
Thank you for reviewing our application. Please see our response for the requested additional information below:
On September 7, 2022, the Division of Water Resources (Division) received your application requesting a 401 Water
Quality Certification from the Division for the subject project. The required fee was received on September 14, 2022.
The Division has determined that your application is incomplete and cannot be processed. The application is on -hold
until all of the following information is received:
As indicated under Item C.3.g (Page 13) of the USACE PCN Complete Help File "The stream impact length should
be measured along the centerline of the stream. When proposing a culvert, the impact length is generally greater
than the length of the culvert and associated dissipater since the existing stream usually has some sinuosity
(curvature)." Please verify or correct the stream impact length as indicated on the PCN form. Please provide
updated drawings and application materials (including Table of Impacts in the PCN form) that properly show the
length of impacts to the jurisdictional stream. (15A NCAC 02H .0502(a) and (a)(9) and (c)]
o The Impact Map Figure 5.0 shows the stream that was filled was 160 LF. Please update the PCN Impact
Table to reflect the length of impacted stream to 160 LF.
I have included an updated Impact Map Figure 5.0 and PCN Impact Table and along with this response. You
are correct, the permanent impact is for 160 LF (0.0136 AC) of stream fill and the temporary impact is for 20LF
(0.002 AC) of culvert to be removed/restored.
• Please discuss how the stream bed and banks will be stabilized after the 20 LF temporary culvert is removed and
the stream channel is restored to original grade.
After the culvert is removed and the stream channel is restored the banks will be laid back to stable grade
(3:1-2:1 slope), seeded and staked with coir matting to prevent erosion. Live stakes will be planted on 3 foot
center during the dormant season as shown on the attached Live Stake Detail sheet.
Please let me know if you have any further questions or comments.
Britten Yant
Biologist

ClearWater
O. 828-698-9800 1 C. 828-412-2848
From: Annino, Amy M <[e-mail]>
Sent: Wednesday, October 26, 2022 11:32 AM
To: Britten Yant <[e-mail]>; Hamstead, Byron A <[e-mail]>; Leslie, Andrea J
<[e-mail]>
Cc: [e-mail]
Subject: DWR 20221230 - Reflections at the Pond PCN Application - After The Fact (NOV-2022-PC-0059) - Additional
Information Request
Britt,
I have some questions, please see below. Let me know if you would like to discuss.
On September 7, 2022, the Division of Water Resources (Division) received your application requesting a 401 Water
Quality Certification from the Division for the subject project. The required fee was received on September 14, 2022.
The Division has determined that your application is incomplete and cannot be processed. The application is on -hold
until all of the following information is received:
As indicated under Item C.3.g (Page 13) of the USACE PCN Complete Help File "The stream impact length should
be measured along the centerline of the stream. When proposing a culvert, the impact length is generally greater
than the length of the culvert and associated dissipater since the existing stream usually has some sinuosity
(curvature)." Please verify or correct the stream impact length as indicated on the PCN form. Please provide
updated drawings and application materials (including Table of Impacts in the PCN form) that properly show the
length of impacts to the jurisdictional stream. [15A NCAC 02H .0502(a) and (a)(9) and (c)]
o The Impact Map Figure 5.0 shows the stream that was filled was 160 LF. Please update the PCN Impact
Table to reflect the length of impacted stream to 160 LF.
• Please discuss how the stream bed and banks will be stabilized after the 20 LF temporary culvert is removed and
the stream channel is restored to original grade.
Pursuant to Title 15A NCAC 02H .0502(e), the applicant shall furnish all of the above requested information for the
proper consideration of the application. Please provide your response by November 25, 2022. If all of the requested
information is not received, the Division will be unable to approve the application and it will be denied as incomplete.
The denial of this project will necessitate reapplication to the Division for approval, including a complete application
package and the appropriate fee.
Amy Annino
Environmental Specialist, Division of Water Resources
North Carolina Department of Environmental Quality
Office: [phone] 1 Cell: [phone]
[e-mail]
tr_ DE Q:>
NORTH CAROLINA
Department of Environmental Quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.

From: Britten Yant <[e-mail]>
Sent: Wednesday, September 7, 2022 4:30 PM
To: Annino, Amy M <[e-mail]>; Hamstead, Byron A <byron [e-mail]>; Leslie, Andrea J
<[e-mail]>
Subject: [External] Reflections at the Pond PCN Application -After The Fact (NOV-2022-PC-0059)
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good Afternoon,
The attached "After -The -Fact" Pre -Construction Notification (PCN) is being submitted on behalf of Michael D. and
Deborah N. Crawford. The project site consists of +/- 16.06 located at 355 Johnson Drive, Canton, in Haywood County,
North Carolina. The applicant is seeking a Nationwide Permit 39 for the authorization of a stream and wetland impact
associated with recent clearing and grading activities for wedding venue parking.
Please do not hesitate to contact me at 828-698-9800 if you have any questions regarding the attached application and
supplemental information.
This PCN application has been submitted to the NC Division of Water Resources via Laserfiche and to the Army Corps of
Engineers Asheville Field Office.
Britten Yant
Biologist
Q!M",r
145 7th Avenue West, Suite B, Hendersonville, NC 28792
O. 828-698-98001 C. 828-412-2848 1 24-HR 888.866.8540
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