20220896 Ver 1_More Info Received_20220930

Strickland, Bev
From: David Brame <[e-mail]>
Sent: Friday, September 30, 2022 9:22 AM
To: Homewood, Sue
Cc: Dailey, Samantha J CIV USARMY CESAW (US); [e-mail];
[e-mail]
Subject: RE: [External] RE: Additional Information Request for Long Creek Village SD - Forsyth
County - DWR#20220896
Attachments: Eagle Engineering Mail - FW_ [External]...pdf
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Hey Sue,
The culvert has been approved by the county but must receive final signoff by DOT. Based on communication with DOT,
it appears that the culvert is acceptable and will get their needed approval. Please see attached e-mail. Should there be
any comments from the DOT, they will be of a structural nature and should not impact any stream or wetland
disturbance. If you have any further questions, please keep Matt and Lauren copied. They will likely be able to address
any concerns better than me.
Sincerely,
David Brame, PWS
336.708.4617 (c)
336.310.4527 (o)
www.pilotenviro.com
[e-mail]
From: Homewood, Sue [mailto:[e-mail]]
Sent: Wednesday, September 28, 2022 3:07 PM
To: David Brame <[e-mail]>
Cc: Dailey, Samantha J CIV USARMY CESAW (US) <[e-mail]>
Subject: RE: [External] RE: Additional Information Request for Long Creek Village SD - Forsyth County - DWR#20220896
Ok, it seems reasonable to me to hold off until we're sure that this structure will be approved. I have a little flexibility in
our timeline to do so. Please advise if your client agrees.
Sue Homewood (she/her/hers)
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality
336 776 9693 office
336 813 1863 mobile
[e-mail]
i

450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
From: David Brame <[e-mail]>
Sent: Wednesday, September 28, 2022 1:35 PM
To: Homewood, Sue <[e-mail]>
Cc: Dailey, Samantha J CIV USARMY CESAW (US) <[e-mail]>
Subject: RE: [External] RE: Additional Information Request for Long Creek Village SD - Forsyth County - DWR#20220896
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Thanks Sue — below is from the engineer.
Hey David,
NCDOT requested some specific information that Contech will provide on their design drawings.
Contech is scheduled to have their design package to us by the end of the week. As soon as I receive it, I will submit it to
NCDOT and I believe they will finalize their review quickly.
Thank you,
David Brame, PWS
336.708.4617 (c)
336.310.4527 (o)
www.pilotenviro.com
[e-mail]
From: Homewood, Sue [mailto:[e-mail]]
Sent: Tuesday, September 27, 2022 8:53 PM
To: David Brame <[e-mail]>
Cc: Dailey, Samantha J CIV USARMY CESAW (US) <[e-mail]>
Subject: RE: [External] RE: Additional Information Request for Long Creek Village SD - Forsyth County - DWR#20220896
Hello David,
Your response to Item #1 indicates that NCDOT was reviewing the culvert proposal. Can you provide any update on
whether that has been finalized or if not, when it is expected. Since the project plans are dependent on acceptance of
that culvert design the Division hesitates to approve a 401 when design plans may change.
Thanks,
Sue Homewood (she/her/hers)
Division of Water Resources, Winston Salem Regional Office
2

Department of Environmental Quality
336 776 9693 office
336 813 1863 mobile
[e-mail]
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
From: David Brame <[e-mail]>
Sent: Monday, September 12, 2022 2:21 PM
To: Homewood, Sue <[e-mail]>
Cc: Dailey, Samantha J CIV USARMY CESAW (US) <[e-mail]>; Munzer, Olivia
<[e-mail]>
Subject: [External] RE: Additional Information Request for Long Creek Village SD - Forsyth County - DWR#20220896
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Hi Sue,
Please see attached response to your below comments. Feel free to give me a call with any questions.
Sincerely,
David Brame, PWS
336.708.4617 (c)
336.310.4527 (o)
www.pilotenviro.com
[e-mail]
From: Homewood, Sue [mailto:[e-mail]]
Sent: Monday, August 22, 2022 9:01 AM
To: David Brame <[e-mail]>
Cc: Dailey, Samantha J CIV USARMY CESAW (US) <[e-mail]>; Munzer, Olivia
<[e-mail]>
Subject: Additional Information Request for Long Creek Village SD - Forsyth County - DWR#20220896
David,
I have reviewed the above noted project and require additional information in order to complete my review. Please
provide responses to the items listed below within 30 days of this email. Please note that the application will be placed
"on hold" until receipt of a complete response.
1) Please clarify if NCDOT or a local government will be assuming responsibility for the proposed roads. If either
entity will be assuming future maintenance of the roads, please provide confirmation that they have reviewed
the bottomless culvert design and will accept the roadway as designed.
2) Based on the Divisions previous experience with these structures, the shading that will occur under the
proposed bottomless culvert will lead to the die -off of woody vegetation which provides the structure that
3

keeps the stream banks intact. Erosion of stream banks then occurs leading to sediment loading in the stream,
over -widening of the channel, and reductions in habitat heterogeneity will subsequently occur. Such reductions
in stream function are considered as indirect impacts / losses of existing uses of the stream channel, and
therefore justify compensatory mitigation pursuant to 15A NCAC 02H .0506(c). Please provide a stream
mitigation plan for the total perennial stream losses from both direct and indirect impacts within the entire
proposed project.
3) Please explain why a riprap apron is required in the stream downstream of the bottomless culvert. This would
indicate that the culvert is expected to increase the velocity within the stream channel. As noted above, any
functional loss to the stream channel as a result of installation of the bottomless culvert would be considered to
be indirect and cumulative impacts and should be accounted as such in the application.
4) Please explain why Culvert #2 is not proposed to be buried within the stream channel.
5) It appears that Wetland Impacts #3 and #4 could be completely avoided with a minor adjustment to the plans to
shorten the road and remove lots 41 and 42, or to use retaining walls to minimize the fill to these areas. Given
the total number of lots proposed for this development, please provide justification as to why the loss of only 2
lots is not practical.
Thani you.
Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality
336 776 9693 office
336 813 1863 mobile
[e-mail]
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
4

9/29/22, 10:22 AM
EAGLE ENGINEERING
Eagle Engineering Mail - FW: [External] D092-034-21-00031 Long Creek Village (Mizpah Church Rd)
Maft Kirchner <[e-mail]>
FW: [External] DO92-034-21-00031 Long Creek Village (Mizpah Church Rd)
Maft Kirchner <[e-mail]> Thu, Sep 29, 2022 at 10:21 AM
Draft
Thanks,
Matthew C. Kirchner, P.E.
Managing Principal
Eagle Engineering, Inc.
2013 Van Buren Avenue, Indian Trail, NC 28079
Direct: 704.893.1102
Main: 704.882.4222
Fax: [phone]
Attached files are for information use only. EEI assumes no responsibility for the accuracy or the validity of any electronic data. All construction should follow signed and sealed construction
documents. The content of this file is the confidential property of EEI and should not be copied, modified, retransmitted, or used for any purpose except with EEI's written authorization. If you are
not the intended recipient, please delete all copies and notify us immediately.
From: Dagenhart, Daniel R <[e-mail]>
Sent: Wednesday, August 17, 2022 4:04 PM
To: [e-mail]; Ogburn, Randall E <[e-mail]>; Garbee, W. Cabell <[e-mail]>
Cc: White, Chuck <[e-mail]>; Guy, Jeremy M <[e-mail]>; Scott, Norman T <[e-mail]>; Blanton, William A
<[e-mail]>
Subject: RE: [External] D092-034-21-00031 Long Creek Village (Mizpah Church Rd)
That's a pretty standard set of culvert drawings that we've used here for some of our projects we've done in-house. I would say they would suffice.
Thanks,
Daniel Dagenhart
Bridge Program Manager
Division 9 — Project Development
NC Department of Transportation
336-747-7800 (Office)
[e-mail]
375 Silas Creek Parkway
Winston Salem, 27127
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9/29/22, 10:22 AM
Eagle Engineering Mail - FW: [External] D092-034-21-00031 Long Creek Village (Mizpah Church Rd)
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: [e-mail] <[e-mail]>
Sent: Wednesday, August 17, 2022 2:57 PM
To: Dagenhart, Daniel R <[e-mail]>; Ogburn, Randall E <[e-mail]>; Garbee, W. Cabe!! <[e-mail]>
Cc: White, Chuck <[e-mail]>; Guy, Jeremy M <[e-mail]>; Scott, Norman T <[e-mail]>; Blanton, William A
<[e-mail]>
Subject: RE: [External] D092-034-21-00031 Long Creek Village (Mizpah Church Rd)
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Thank you all for chasing this down. Would the attached proposal drawings suffice to be reviewed for approval, or do you need fully designed
drawings from Contech?
Thank you,
Lauren Thomas, P.E.
Eagle Engineering, Inc.
Senior Project Manager I Civil Division
(704)-893-1262 - Direct
(704)-882-4222 - Office
[e-mail]
2013 Van Buren Avenue, Suite A
Indian Trail, NC 28079
www.eagleonline.net
Any attached files are for information use only. Eagle Engineering, Inc. (EEI) assumes no responsibility for the accuracy or the validity of any electronic data. All construction should follow signed
and sealed construction documents. The content of this email is the confidential property of EEI and should not be copied, modified, retransmitted, or used for any purpose except with EEI's written
authorization. If you are not the intended recipient, please delete all copies and notify us immediately.
From: Dagenhart, Daniel R <[e-mail]>
Sent: Thursday, August 11, 2022 11:23 AM
To: Ogburn, Randall E <[e-mail]>; [e-mail]
https://mail.google.corn/mail/u/0/?ik=74c642e8cb&view=pt&search=query&permmsgid=msg-a%3Ar8917327548670727466&dsgt=l &simpl=%23msg-f... 2/6

9/29/22, 10:22 AM Eagle Engineering Mail - FW: [External] D092-034-21-00031 Long Creek Village (Mizpah Church Rd)
Cc: White, Chuck <[e-mail]>; Guy, Jeremy M <[e-mail]>; Scott, Norman T <[e-mail]>; Blanton, William A
<[e-mail]>
Subject: RE: [External] D092-034-21-00031 Long Creek Village (Mizpah Church Rd)
Lauren,
Please see the attached email chain. This isn't a normal APL; however, it would be approved/covered by specification if the structure shop
drawings are submitted and reviewed by SMU prior to fabrication.
Thanks,
Daniel Dagenhart
Bridge Program Manager
Division 9 — Project Development
NC Department of Transportation
336-747-7800 (Office)
[e-mail]
375 Silas Creek Parkway
Winston Salem, 27127
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Ogburn, Randall E <[e-mail]>
Sent: Tuesday, August 9, 2022 8:13 AM
To: [e-mail]
Cc: Dagenhart, Daniel R <[e-mail]>; White, Chuck <[e-mail]>; Guy, Jeremy M <[e-mail]>; Scott, Norman T
<[e-mail]>
Subject: RE: [External] D092-034-21-00031 Long Creek Village (Mizpah Church Rd)
Lauren,
I'm not finding this initially on our Approved Products list. However, I'm forwarding to our Bridge Engineers.
Daniel and Chuck, these subdivision streets are not going to be state maintained, but are either of you familiar with the BridgeCor product that
Lauren is referring to? If so, can you confirm or deny that it is an acceptable product from NCDOT?
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9/29/22, 10:22 AM
Thanks,
Eagle Engineering Mail - FW: [External] D092-034-21-00031 Long Creek Village (Mizpah Church Rd)
Randy Ogburn
Sr. Assistant District Engineer
Division 9, District 2 Office
North Carolina Department of Transportation
336 747 7907 direct line
336 761 2004 fax
375 Silas Creek Parkway
Winston-Salem, NC 27127
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: [e-mail] <[e-mail]>
Sent: Thursday, August 4, 2022 11:46 AM
To: Ogburn, Randall E <[e-mail]>
Subject: [External] D092-034-21-00031 Long Creek Village (Mizpah Church Rd)
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to Report
Spam.
Hey Randall,
We are still working through the permitting process for Long Creek Village (City of Winston-Salem & 401/404 permits).
Where our portion of Ridge Bluff Drive crosses the stream, we are proposing the use of Contech's BridgeCor product as a bottomless culvert.
The City has approved the use of this product, but also requires documentation that it meets NCDOT standards.
Can you confirm that the BridgeCor is an acceptable product to be used & meets NCDOT standards?
https://mail.google.corn/mail/u/0/?ik=74c642e8cb&view=pt&search=query&permmsgid=msg-a%3Ar8917327548670727466&dsgt=l &simpl=%23msg-f... 4/6

9/29/22, 10:22 AM
Eagle Engineering Mail - FW: [External] D092-034-21-00031 Long Creek Village (Mizpah Church Rd)
Thank you,
Lauren Thomas, P.E.
Eagle Engineering, Inc.
Senior Project Manager I Civil Division
(704)-893-1262 - Direct
(704)-882-4222 - Office
[e-mail]
2013 Van Buren Avenue, Suite A
Indian Trail, NC 28079
www.eagleonline.net
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Any attached files are for information use only. Eagle Engineering, Inc. (EEI) assumes no responsibility for the accuracy or the validity of any electronic data. All construction should follow signed
and sealed construction documents. The content of this email is the confidential property of EEI and should not be copied, modified, retransmitted, or used for any purpose except with EEI's written
authorization. If you are not the intended recipient, please delete all copies and notify us immediately.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
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9/29/22, 10:22 AM Eagle Engineering Mail - FW: [External] D092-034-21-00031 Long Creek Village (Mizpah Church Rd)
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
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