20190289 Ver 1_PreApplication Documents_20190123

Strickland, Bev
From:
Bailey, David E CIV USARMY CESAW (USA) < [e-mail] >
Sent:
Wednesday, January 23, 2019 8:55 AM
To:
McCall, Jeremy
Cc:
Guffey, Jay; Spillman, Virginia; Hamilton, David; Johnson, Ron; Weikmann, Amanda;
Homewood, Sue
Subject:
[External] RE: City of Greensboro Birch Creek Sewer Outfall -Justification for
Independent Utility
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail]<maiIto: [e-mail]>
Hi Jeremy,
Based on the conceptual map you sent, the project (blue and red lines) that the City would propose matches future
outfalls shown in the 2011 Master Plan to an extent that appears to be justifiable as a project with independent utility.
Thank you for your coordination efforts. Please let me know if you have any questions, and I will look in the near future
for the JD request.
-Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE -SAW -RG -R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: David. [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.
-----Original Message -----
From: McCall, Jeremy [mailto:[e-mail]]
Sent: Tuesday, January 22, 2019 4:17 PM
To: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>; Homewood, Sue
<[e-mail]>
Cc: Guffey, Jay <[e-mail]>; Spillman, Virginia <[e-mail]>; Hamilton,
David <[e-mail]>; Johnson, Ron <[e-mail]>; Weikmann, Amanda
<[e-mail]>
Subject: [Non-DoD Source] RE: City of Greensboro Birch Creek Sewer Outfall -Justification for Independent Utility
David,

I have revised the Exhibit to show the sections of the sewer outfall that the City of Greensboro will design and permit.
The proposed routes in red and blue will be permitted by the City of Greensboro. We would like to request that these
sections be considered an independent utility. Please feel free to give me a call if you have any questions.
Thank You,
Jeremy McCall PE CDT I Senior Water Engineer I [e-mail] Arcadis I Arcadis G&M of North Carolina,
Inc.
7029 Albert Pick Road, Suite 101, Greensboro, NC, 27409, United States Office [phone] Direct [phone]
1 Mobile [phone] Professional Engineer / PE -NC 036233 1 PE -VA 048357
-----Original Message -----
From: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>
Sent: Tuesday, January 15, 2019 10:28 AM
To: McCall, Jeremy <[e-mail]>; Homewood, Sue <[e-mail]>
Cc: Guffey, Jay <[e-mail]>; Spillman, Virginia <[e-mail]>; Hamilton,
David <[e-mail]>; Johnson, Ron <[e-mail]>; Weikmann, Amanda
<[e-mail]>
Subject: RE: City of Greensboro Birch Creek Sewer Outfall -Justification for Independent Utility
Thanks Jeremy. With the goal being to justify that the proposed project has independent utility, the trick for the City will
be to justify that they would construct the western outfall line only to collect from this one service line, irrespective of
Publix. Certainly that would be an easier sell if additional portions of the outfall modeled in the 2011 Master Plan were
included in the proposed project.
Also, make sure that you either eliminate the notes stating "Proposed Route to be permitted by Publix" or restate to
"Proposed Route to be constructed by Publix", since we would be unable to segment out just those portions in Publix's
application; it would all need to be applied for by the City.
Please call if you have any questions. Thanks.
-Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE -SAW -RG -R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: David. [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at:
Blockedhttps://na0l.safelinks.protection.outlook.com/?url=http%3A%2F%2Fcorpsmapu.usace.army.mil%2Fcm_apex%2
Ff%3Fp%3D136%3A4%3A0&am p;data=02%7C01%7CJeremy. McCall%40arcadis.com%7C2b2fce4619d04660ad3e08d67af
e66c4% 7C7f90057d3ea046feb07ce0568627081b%7C0%7C0%7C636831630410185048&a m p;sdata=SSZV4u N rv% 2B4zsD
i5pVm%2FPjOyiYji7vzgXwCeHW7Dj90%3D&am preserved=0
Thank you for taking the time to visit this site and complete the survey.

-----Original Message -----
From: McCall, Jeremy [mailto:[e-mail]]
Sent: Monday, January 14, 2019 4:31 PM
To: Bailey, David E CIV USARMY CESAW (USA) <[e-mail]>; Homewood, Sue
<[e-mail]>
Cc: Guffey, Jay <[e-mail]>; Spillman, Virginia <[e-mail]>; Hamilton,
David <[e-mail]>; Johnson, Ron <[e-mail]>; Weikmann, Amanda
<[e-mail]>
Subject: [Non-DoD Source] RE: City of Greensboro Birch Creek Sewer Outfall -Justification for Independent Utility
David,
Thanks for talking with me on Thursday. Attached is the revised proposed route for the Birch Creek Sewer Outfall. The
2011 Sewer Master Plan shows the outfalls for each basin but it is modeled to include sewer flows from all areas with
population. The master plan just doesn't show the collection lines for each basin. The model includes serving the
residential homes along Spruce Tree Drive. We would like to permit any impacts associated with the service line along
Burlington Road up to Spruce Tree Drive to serve that basin. Please let me know if you have any questions or concerns.
Thank You,
Jeremy McCall PE CDT I Senior Water Engineer I [e-mail] Arcadis I Arcadis G&M of North Carolina,
Inc.
7029 Albert Pick Road, Suite 101, Greensboro, NC, 27409, United States Office [phone] Direct [phone]
1 Mobile [phone] Professional Engineer / PE -NC 036233 1 PE -VA 048357
-----Original Message -----
From: Bailey, David E CIV USARMY CESAW (US)<[e-mail]>
Sent: Friday, December 28, 2018 10:02 AM
To: McCall, Jeremy <[e-mail]>; Homewood, Sue <[e-mail]>
Cc: Guffey, Jay <[e-mail]>; Spillman, Virginia <[e-mail]>; Hamilton,
David <[e-mail]>; Johnson, Ron <[e-mail]>; Weikmann, Amanda
<[e-mail]>
Subject: RE: City of Greensboro Birch Creek Sewer Outfall -Justification for Independent Utility
Jeremy,
As a follow-up, and as a way to answer the question I asked on 12/12/2018, could you provide us with a close up of the
Birch Creek gravity lines (2011 Master Plan) overlaid with what Greensboro proposes to apply for at this time? Thanks.
-Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE -SAW -RG -R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: David. [e-mail]

We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: BlockedBlockedhttp://corpsmapu.usace.army.miI/cm_apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.
-----Original Message -----
From: Bailey, David E CIV USARMY CESAW (US)
Sent: Wednesday, December 12, 2018 8:23 AM
To: 'McCall, Jeremy' <[e-mail]>; Homewood, Sue <[e-mail]>
Cc: Guffey, Jay <[e-mail]>; Spillman, Virginia <[e-mail]>; Hamilton,
David <[e-mail]>; Johnson, Ron <[e-mail]>; Weikmann, Amanda
<[e-mail]>
Subject: RE: City of Greensboro Birch Creek Sewer Outfall -Justification for Independent Utility
Thanks for the description and information from the 2011 master plan, Jeremy. Were the City of Greensboro to request
authorization from the Corps and NCDWR for sewer improvements to the Birch Creek Basin in the coming months, what
would be the scope of the project? Would it include all of the improvements shown on the Birch Creek Projected Flow
Map?
-Dave Bailey
David E. Bailey, PWS
Regulatory Project Manager
US Army Corps of Engineers
CE -SAW -RG -R
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: [phone], Ext. 30.
Fax: [phone]
Email: David. [e-mail]
We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is
located at: BlockedBlockedhttp://corpsmapu.usace.army.miI/cm_apex/f?p=136:4:0
Thank you for taking the time to visit this site and complete the survey.
-----Original Message -----
From: McCall, Jeremy [mailto:[e-mail]]
Sent: Tuesday, November 27, 2018 12:03 PM
To: Bailey, David E CIV USARMY CESAW (US) <[e-mail]>; Homewood, Sue
<[e-mail]>
Cc: Guffey, Jay <[e-mail]>; Spillman, Virginia <[e-mail]>; Hamilton,
David <[e-mail]>; Johnson, Ron <[e-mail]>; Weikmann, Amanda
<[e-mail]>
Subject: [Non-DoD Source] City of Greensboro Birch Creek Sewer Outfall -Justification for Independent Utility
David/Sue,
Arcadis is submitting this email to request that the Birch Creek Sewer Outfall to be considered as an independent utility
separate from the Publix development. The purpose of the Birch Creek outfall is to serve the entire basin and to

abandon the Birch Creek Lift Station. The planning efforts to abandon the Birch Creek Lift Station was initially planned
prior to the Sewer Master Plan for the City. In the 2011 Sewer Master Plan, you can see that the proposed sewer outfall
was modeled to serve the entire basin and to allow for the decommissioning of the existing Birch Creek Lift Station. The
route of the proposed outfall is in a similar location if not the same location as the route that was modeled in the 2011
Sewer Master Plan. The sewer basin flow schematic (figure 6) and the Proposed Improvements Overall Map (figure 8)
from the 2011 Sewer Master Plan is attached.
The projected planning period (Y2050) flows for the outfall were modeled in the 2011 Sewer Master Plan and based on
population data (TAZ) from NCDOT. Flows from the Birch Creek Pump Station abandonment to the outfall were
projected to be 0.76 MGD and the projected flow for the proposed outfall downstream close to Knox Road was
projected to be 1.39 MGD. The projected flows at full build out for the area where Publix will sit and surrounding
property south of US 70 were projected to be 0.42 MGD of average daily flow. This only accounts for 30.2% (0.42/1.39)
of the total flow planned for the outfall. The actual flow from the Publix Development will be much less than the
projected flows that were modeled in the 2011 Sewer Master Plan. We do not have the actual flows from Publix at this
time but will forward that information to you as soon as we receive that information from Publix. Attached you will find
a map showing the planning period (Y2050) projected flows.
The Birch Creek Outfall would be constructed by the City of Greensboro without the construction of Publix. The Publix
project only accelerates the timeline for construction.
Thank You,
Jeremy McCall PE CDT I Senior Water Engineer I [e-mail] <mailto:[e-mail]>
Arcadis I Arcadis G&M of North Carolina, Inc.
7029 Albert Pick Road, Suite 101, Greensboro, NC, 27409, United States
Office [phone] Direct [phone] Mobile [phone]
Professional Engineer/ PE -NC 036233 1 PE -VA 048357
This email and any files transmitted with it are the property of Arcadis and its affiliates. All rights, including without
limitation copyright, are reserved. This email contains information that may be confidential and may also be privileged.
It is for the exclusive use of the intended recipient(s). If you are not an intended recipient, please note that any form of
distribution, copying or use of this communication or the information in it is strictly prohibited and may be unlawful. If
you have received this communication in error, please return it to the sender and then delete the email and destroy any
copies of it. While reasonable precautions have been taken to ensure that no software or viruses are present in our
emails, we cannot guarantee that this email or any attachment is virus free or has not been intercepted or changed. Any
opinions or other information in this email that do not relate to the official business of Arcadis are neither given nor
endorsed by it.

This email and any files transmitted with it are the property of Arcadis and its affiliates. All rights, including without
limitation copyright, are reserved. This email contains information that may be confidential and may also be privileged.
It is for the exclusive use of the intended recipient(s). If you are not an intended recipient, please note that any form of
distribution, copying or use of this communication or the information in it is strictly prohibited and may be unlawful. If
you have received this communication in error, please return it to the sender and then delete the email and destroy any
copies of it. While reasonable precautions have been taken to ensure that no software or viruses are present in our
emails, we cannot guarantee that this email or any attachment is virus free or has not been intercepted or changed. Any
opinions or other information in this email that do not relate to the official business of Arcadis are neither given nor
endorsed by it.
This email and any files transmitted with it are the property of Arcadis and its affiliates. All rights, including without
limitation copyright, are reserved. This email contains information that may be confidential and may also be privileged.
It is for the exclusive use of the intended recipient(s). If you are not an intended recipient, please note that any form of
distribution, copying or use of this communication or the information in it is strictly prohibited and may be unlawful. If
you have received this communication in error, please return it to the sender and then delete the email and destroy any
copies of it. While reasonable precautions have been taken to ensure that no software or viruses are present in our
emails, we cannot guarantee that this email or any attachment is virus free or has not been intercepted or changed. Any
opinions or other information in this email that do not relate to the official business of Arcadis are neither given nor
endorsed by it.
6

Homewood, Sue
From:Norton, April R
Sent:Friday, July 27, 2018 9:03 AM
To:Homewood, Sue
Subject:U-2581BA Joint Review w/Distro Center
Attachments:U-2581BA Project Status Update 7-27-18.pdf; u2581BA_25% Plan Sheets.pdf;
U-2518BA P&Nrev.pdf
Hi Sue,

During the conference call today, it was decided that this project will most likely become a joint review. NCDOT is going
to contact the distributor to discuss further. I’ll keep you in the loop as I receive more information

Thanks,
April

April R. Norton
Environmental Senior Specialist
Transportation Permitting Unit
Division of Water Resources
NC Department of Environmental Quality

919-707-9111 office
919-710-6516 mobile
[e-mail]

th
512 North Salisbury Street, 12 Floor (physical)
1617 Mail Service Center (mailing)
Raleigh, NC 27699

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

1

vhb
VHB Engineering NC, P.C. (C-3705)
Venture 1
940 Main Campus Drive, Suite 500
Raleigh, NC 27606
919.829.0328 • Fax [phone]
www.vhb.com
Memorandum To: U-25818 Project Team Date: February 9, 2018
From: Lauren Triebert, PE
VHB Engineering NC, P.C.
VHB Project 38265.00
No.:
Re: U -2581B — US 70 Improvements
Guilford County, North Carolina
Purpose & Need and Logical Termini
This memorandum is to outline the proposed Purpose and Need for U-2581BA, which includes the widening
of US 70 to a five -lane facility from Mt. Hope Church Road (SR 3045 /SR 2819) to Birch Creek Road (SR
3175/SR 2826). It is critical that the extents demonstrate a single and complete project and the project meets a
defined Purpose and Need with defensible logical termini to meet permitting requirements of the US Army
Corps of Engineers (USACE).
Project Purpose & Need
Traffic congestion is expected to be a concern along this corridor in the future. At this time, a formal forecast
or traffic estimate has not been prepared for this project with its current extents. However, a review of the
existing AADT's (2016) and the current version of the Piedmont Triad Regional Model (PTRM v.4.2),
indicates that the 1.2 -mile corridor would carry enough traffic in the future to warrant two through travel
lanes in each direction. Preliminary traffic projections indicate a 2040 future year demand of approximately
20,000 vehicles per day (VPD) on this segment of US 70, which would warrant the five -lane section that is
being proposed.
A forecast and traffic capacity analysis were completed in 2011 and 2012, respectively, for the combined
U-2581B/R-2910 project. The results of these technical studies support these preliminary findings at the
corridor level of service (LOS) and intersection LOS level when evaluating a 2035 Build Year, that additional
capacity is needed beyond the existing two-lane facility and that an additional lane in each direction would
meet this need at the desired LOS D or better efficiency.
In addition, a review of PTRM v4.2 does not show a notable change in land use within this segment. Should
the land use be changed from the current low density residential nature it has today to a use with a more
intense generation of daily trips or a notable upwards change in truck percentages, that would further
warrant the need for increased capacity.
Independent Utility
U-2581BA is considered to have independent utility as the usefulness of this project is not dependent on the
construction of any other projects in the area. While US 70 to the east may be widened in the future through
other sections of U -2581B, the BA section, which is a continuation of the existing typical section of US 70 to
the west, will serve a distinct purpose of providing increased future capacity for this segment regardless of
when or if this additional widening takes place.
Logical Termini
The U-2581BA project begins at Mt. Hope Church Road (SR 3045 /SR 2819) and extends to Birch Creek Road
(SR 3175/SR 2826), including some distance beyond Birch Creek Road to transition back to existing
alignment. West of Mt. Hope Church Road the facility is 5 -lane divided, so it is reasonable to begin a
Page 1 of 2

Date: February 9, 2018
Project No.: 38564.10
widening effort of the existing 3-lane section at this point. Birch Creek Road is one of the four major cross
streets along U-2581B. The other cross streets (Knox Road and Rock Creek Dairy) represent the other break
points along the corridor resulting in reasonable project lengths for construction. Currently the NCDOT STIP
group is working to update the STIP to reflect these project breaks. See image below.
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The information presented in this memo justifies this project, U-2581BA, as a single and complete project,
from Mt. Hope Church Road (SR 3045 /SR 2819) to Birch Creek Road (SR 3175/SR 2826).
Page 2 of 2

Vhb,
Meeting Agenda
Date: July 27, 2018 @ 8:30am Agenda Prepared By: Lauren Triebert, PE
Place: Conference Call
Project No.: 38656.04
1. Introductions
2. U-2581BA Overview
a. Description
b. Project work to date
i. Environmental Review
ii. Design
c. Current Schedule
3. Permitting
a. USACE
b. DWR
4. Action Items
U-2581 BA (Mt. Hope Church Road to
Project Name: Birch Creek Road); Guilford County
\\vhb\prcj\Ra1eigh\38656.04 NCDOT U-2581 BA US 70\NCDOT\PDEA\Project_Development\Project Restart Nov2017\USACE
Coordination\U-2581 BA Project Status Update 7-27-18.docx

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FOR -L- PROFILE SEE SHEET 12
NORTH
EAST
ELEV.
CUL1
850457.15
1802690.62
664.40
CUL2
850455.93
1802700.54
664.41
CE1
850456.41
1802695.58
670.38
HW1
850456.41
1802695.58
672.31
CUL3
850502.29
1802696.27
664.72
CUL4
850501.04
1802706.22
664.73
CE2
850501.60
1802701.71
670.71
HW2
850501.74
1802701.77
672.66
S 6j%9
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FOR -L- PROFILE SEE SHEET 12