20221010 Ver 1_2022-09-06 Site Plan with Stormwater Edits 9-9-22_20220909

Moore, Andrew W
From: Jeff Golladay <[e-mail]>
Sent: Friday, September 9, 2022 8:27 AM
To: Moore, Andrew W
Cc: Brown, David W SAW; Leslie, Andrea J; Davis, Brooke A CIV SAW
Subject: RE: [External] RE: Request for Additional Information, Blue Ridge Metals Industrial Park, Henderson
County (DWR Project #20221010)
Attachments: 2022-09-06 Site Plan with Stormwater Edits.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Andrew,
Thank you for the follow up question. We have coordinated with the project engineer and off the following response:
1. The response to request 3 does not adequately demonstrate how hydrology will be maintained in the wetlands
not proposed for impact. It's not clear how the project will be able to allocate run off to the wetlands while
meeting post -construction stormwater requirements. Please provide additional clarification. If it is not
adequately demonstrated that hydrology will be maintained in the wetlands not proposed for impact, the
Division will consider that a secondary impact that will be counted toward impact totals. [15A NCAC 02H
.0506(b)(3)]
Response:
• The stormwater basins have been updated to outlet into the wetland ditches instead of the floodplain
area. There is no post -construction requirement that would prevent this. By doing this we can ensure
that pre -development hydrology of the surrounding wetland ditches remain the same for post -
construction. See attached updated site plan with stormwater edits.
• A pipe is now being shown that runs from the Blue Ridge Metals property to outlet into the wetland
ditches on this site. This will ensure that the pre -development drainage going to the wetland ditches
remains the same for post -construction. This also ensures that stormwater coming from the Blue Ridge
Metals property is properly draining and not going to be impeded by this development. See attached
updated site plan stormwater edits.
• A pipe is now being shown that connects the wetland ditches below impacts W4 and W5. This will
ensure that water is able to flow freely between the two wetland ditches and will not be impacted by
the final design of the site. See attached updated site plan stormwater edits.
We believe these responses should adequately address DWR concerns. Please do not hesitate to call if you have any
additional questions.
Thank you,
Jeff Golladay
Biologist
CLearWaEer
An EnviroScience Company
145 7th Avenue West, Suite B
Hendersonville, NC 28792
Office: 828-698-9800 ext. 304
Mobile: [phone]
1

[e-mail] WWW.CWENV.COM
WWW.EnviroSciencelnc.COM
OH I TN I VA I WV I NC 1■ N
From: Moore, Andrew W <[e-mail]>
Sent: Monday, August 29, 2022 3:11 PM
To: Jeff Golladay <[e-mail]>
Cc: Brown, David W SAW <[e-mail]>; Leslie, Andrea J <[e-mail]>
Subject: RE: [External] RE: Request for Additional Information, Blue Ridge Metals Industrial Park, Henderson County
(DWR Project #20221010)
Jeff,
On July 26, 2022, the Division of Water Resources (Division) received your application requesting a 401 Water Quality
Certification from the Division for the subject project. Additional information in support of the project was received
August 25, 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:
1. The response to request 3 does not adequately demonstrate how hydrology will be maintained in the wetlands
not proposed for impact. It's not clear how the project will be able to allocate run off to the wetlands while
meeting post -construction stormwater requirements. Please provide additional clarification. If it is not
adequately demonstrated that hydrology will be maintained in the wetlands not proposed for impact, the
Division will consider that a secondary impact that will be counted toward impact totals. [15A NCAC 02H
.0506(b)(3)]
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 September 29, 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 appropriate fee.
Andrew W. Moore, PG
Environmental Specialist II — Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
828 296 4684 office
email: [e-mail]
2090 U.S. Hwy. 70
Swannanoa, N.C. 28778
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Jeff Golladay <[e-mail]>
Sent: Thursday, August 25, 2022 10:03 AM
To: Moore, Andrew W <[e-mail]>
Cc: Brown, David W SAW <[e-mail]>; Leslie, Andrea J <[e-mail]>
Subject: [External] RE: Request for Additional Information, Blue Ridge Metals Industrial Park, Henderson County (DWR
Project #20221010)
2

CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Andrew,
Thank you for the comments. Please see below for our response to each comment in order below:
1. The Pre -Construction Notification (PCN) is un-signed. Please provide a signed PCN. [15A NCAC 02H .0502(a)(11)]
Response: Signed PCN form is attached.
2. Please provide addition information regarding how many vehicles are anticipated to be stored on the property
and how it was determined that 34.2 acres of parking surface area is required. [15A NCAC 02H .0506(b)(1)]
Response: The storage capacity projections could vary from 3,500 on average to 5,100 vehicles at peak times.
34.2 acres allows the capacity of 5,100 vehicles with the current layout of storage rows and drive isles.
3. Please describe how wetland hydrology will be maintained in the wetlands and streams downgradient of the
proposed wetland fill areas as well as in the wetland upgradient of proposed impact W4, particularly considering
stormwater will be routed away from the streams and wetlands not proposed for impact. [15A NCAC 02H
.0506(b)(3)]
Response: The wetland hydrology (for wetlands not proposed for impact) will be maintained by allocating runoff
from the proposed site to the wetland that would be equal to the pre -development flow. The remainder of the
runoff from the site would flow into the drainage basins on site to be treated to ensure the wetlands not
proposed for impact would remain as they were pre -development. More detailed clarification (i.e. stormwater
plan and grading plan) will be provided during the design process.
4. Please provide a figure depicting the location of the stormwater basin outlets. [15A NCAC 02H .0502(a)(9)]
Response: Please see attached stormwater exhibit.
We believe these responses adequately address DWR concerns. Please do not hesitate to call if you have any additional
questions.
Thank you,
Jeff Golladay
Biologist
CLearWaer
An EnviroScience Company a
145 7th Avenue West, Suite B
Hendersonville, NC 28792
Office: 828-698-9800 ext. 304
Mobile: [phone]
jeff(a�cwenv.com WWW.CWENV.COM
WWW.EnviroSciencelnc.COM
OH ITNIVAIWVINC El OEM
From: Moore, Andrew W <[e-mail]>
Sent: Wednesday, August 10, 2022 12:56 PM
3

To: Jeff Golladay<[e-mail]>
Cc: Brown, David W SAW <[e-mail]>; Leslie, Andrea J <[e-mail]>
Subject: Request for Additional Information, Blue Ridge Metals Industrial Park, Henderson County (DWR Project
#20221010)
Jeff,
On July 26, 2022, the Division of Water Resources (Division) received your application requesting a 401 Water Quality
Certification from the Division for the subject project. 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:
1. The Pre -Construction Notification (PCN) is un-signed. Please provide a signed PCN. [15A NCAC 02H .0502(a)(11)]
2. Please provide addition information regarding how many vehicles are anticipated to be stored on the property
and how it was determined that 34.2 acres of parking surface area is required. [15A NCAC 02H .0506(b)(1)]
3. Please describe how wetland hydrology will be maintained in the wetlands and streams downgradient of the
proposed wetland fill areas as well as in the wetland upgradient of proposed impact W4, particularly considering
stormwater will be routed away from the streams and wetlands not proposed for impact. [15A NCAC 02H
.0506(b)(3)]
4. Please provide a figure depicting the location of the stormwater basin outlets. [15A NCAC 02H .0502(a)(9)]
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 September 9, 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 appropriate fee.
Feel free to contact me if you have any questions.
Andrew W. Moore, PG
Environmental Specialist II — Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
828 296 4684 office
email: [e-mail]
2090 U.S. Hwy. 70
Swannanoa, N.C. 28778
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
4

© 2022 Westwood Professional Services, Inc.
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SITE LEGEND
ROCK BALLAST SURFACING
PAVING
SITE DEVELOPMENT SUMMARY
Call 48 Hours before digging:
811 or caII811.com
Common Ground Alliance
• EXISTING ZONING:
• PARCEL NUMBER:
• PROPERTY AREA:
• ESTIMATED NET ACREAGE:
• ESTIMATED USABLE ACREAGE:
• ESTIMATED STORAGE ACREAGE:
• PARKING COUNT
M-1, MANUFACTURING DISTRICT
9663102350
58.05 AC
42.7 AC
36.3 AC
34.2 AC
35 STALLS
26 GAUGE, WHITE PAINTED,
CORRUGATED
INTERLOCKING METAL PANEL
THAT COVERS 36" PER SHEET
ATTACHED WITH 9
HARDENED STEEL RING
SHANKED NAILS OR #12 HEX
3/4" PAINTED SCREWS
HARDENED STEEL
RING SHANKED NAILS
OR #12 HEX 3/4"
PAINTED SCREWS
C
11'
J
7'-3"
3" MAX.
3' 6"
12"
2" SPACE FROM TOP OF POLE
TO TOP OF CEE CHANNEL
3" O.D. SCH 40 POST WITH
MINIMUM .160 WALL THICKNESS
4X2 GALVANIZED CEE
CHANNEL (VAGA) WELDED TO
POST TOP & BOTTOM
GROUND SURFACE
CONCRETE
12" H
NOTE: POST TO BE SPACED 10' O.C.
10'-0"
Co
LEGEND
A. 26 GAUGE, WHITE PAINTED, CORRUGATED INTERLOCKING METAL PANELS 36"x8'
ATTACHED TO 3-4x2 GALVANIZED CEE CHANNELS WITH 9 HARDENED STEEL RING
SHANKED NAILS OR #12 HEX 3/4" PAINTED SCREWS
B.
C.
D.
E.
F.
3" 0.D. SCH 40 GALVANIZED POSTS MINIMUM .160 WALL THICKNESS
ALUMINUM POST CAP
4x2 GALVANIZED CEE CHANNEL (VAGA) WELDED TO POST TOP & BOTTOM
GROUND SURFACE
CONCRETE FOOTINGS 3000PSI CONCRETE TO DEPTH ACCORDING TO FROST LINE
Westwood
COPART METAL PANEL FENCE
1" = 150'
0' 150'
300' 450'
NOT FOR CONSTRUCTION
THIS PLAN IS FOR CONCEPTUAL AND DISCUSSION PURPOSES ONLY
DESIGNED:
CHECKED:
DRAWN:
HORIZONTAL SCALE: 150'
VERTICAL SCALE: 30' OR 15'
INITIAL ISSUE: 06/1 0/2022
REVISIONS:
A
A
A
A
PREPARED FOR:
FLETCHER 58 AC YARD
FLETCHER, NORTH CAROLINA
Westwood
Phone
Fax
Toll Free
[phone]
[phone]
[phone]
Westwood Infrastructure, Inc.
12701 Whitewater Drive, Suite #300
Minnetonka, MN 55343
westwoodps.com
SITE CONCEPT PLAN
1 SHEET NUMBER:
OF
DATE: 06/22/2022
PROJECT NUMBER: 0037421.00
FLETCHER 58 AC YARD