19980260 Ver 6_Mod 05 RE_ U-2579DEF_Corps approval_20210114

Wanucha, Dave
From:Euliss, Amy
Sent:Wednesday, January 13, 2021 7:40 AM
To:Wanucha, Dave
Subject:FW: \[External\] Mod 05 RE: U-2579DEF_Corps approval
Attachments:Mod05_Site20A_U-2579DEF_W-S N. Beltway_Forsyth.pdf; 21-01-08__PD_SITE20A &
Impact Summary_U2579DEF_WS N.Beltway_Forsyth.pdf
We got Eric’s permit mod back. Can we proceed with the work while you work on the infield mod? Thanks!

Amy

From: Alsmeyer, Eric C CIV USARMY CESAW (USA) <[e-mail]>
Sent: Tuesday, January 12, 2021 4:44 PM
To: Euliss, Amy <[e-mail]>
Subject: \[External\] Mod 05 RE: U-2579DEF - Permit Site 20 (Mill Creek); DA# 2017-02112.

CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.

Amy: Attached to this message is your requested Section 404 permit modification (05) for the following project:
U-2579DEF - Permit Site 20 (Mill Creek); DA# 2017-02112.

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0.

Please note that the general and special conditions must be strictly adhered to in order for this permit authorization to
remain valid.

This electronic copy is your official Department of the Army authorization; no paper copy will be mailed.

Please reply or call if you have any questions or if I may serve you in any other way.

Eric

Eric Alsmeyer
Project Manager

Regulatory Division Office
US Army Corps of Engineers, Wilmington District
3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587
Office Tel: [phone], x23 (I am working out of the office, but I try to check my voicemails daily)
Regulatory Homepage: http://www.saw.usace.army.mil/Missions/RegulatoryPermitProgram.aspx

1

From: Euliss, Amy <[e-mail]>
Sent: Friday, January 8, 2021 3:46 PM
To: Wanucha, Dave <[e-mail]>; Alsmeyer, Eric C CIV USARMY CESAW (USA)
<[e-mail]>
Cc: Miller, Vickie M ([e-mail]) <[e-mail]>; Kiser, Marcus K <[e-mail]>;
Wyrick, Scott D <[e-mail]>; McLaughlin, Zachery R <[e-mail]>
Subject: \[Non-DoD Source\] RE: \[External\] RE: U-2579DEF - Permit Site 20 (Mill Creek); DA# 2017-02112.

Thanks Dave!

Eric,

HDR calculated the acreage, and revised the sheets. They are in the attached email. If its possible for you to proceed
with the modification for only DEF, that would be greatly appreciated. The contractor is hoping to start next week. Is it
possible for them to proceed while we are sorting out the permitting, or can you get it to us early next week? I know
that is a big ask, but anything you could do would be greatly appreciated!

Amy

From: Wanucha, Dave <[e-mail]>
Sent: Friday, January 8, 2021 2:57 PM
To: Alsmeyer, Eric C CIV USARMY CESAW (USA) <[e-mail]>; Euliss, Amy <[e-mail]>
Cc: Miller, Vickie M ([e-mail]) <[e-mail]>; Kiser, Marcus K <[e-mail]>;
Wyrick, Scott D <[e-mail]>; McLaughlin, Zachery R <[e-mail]>
Subject: RE: \[External\] RE: U-2579DEF - Permit Site 20 (Mill Creek); DA# 2017-02112.

Amy,
My previous email allowing the changes as described still stands. If you need anything more, let me
know. Thanks.

Dave W.

Division of Water Resources
401 & Buffer Transportation Permitting
NC Department of Environmental Quality

336-776-9703 office
336-403-5655 mobile
[e-mail]

NC DEQ Winston Salem Regional Office
450 West Hanes Mill Road, Suite 300
Winston Salem, NC 27106

Based on the current guidance to minimize the spread of COVID-19, the Department of Environmental Quality has
adjusted operations to protect the health and safety of the staff and public. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. Please check with the appropriate staff before visiting our offices, as we may be able to handle your
requests by phone or email. We appreciate your patience as we continue to serve the public during this challenging
time.

2

From: Alsmeyer, Eric C CIV USARMY CESAW (USA) <[e-mail]>
Sent: Friday, January 8, 2021 10:58 AM
To: Euliss, Amy <[e-mail]>; Wanucha, Dave <[e-mail]>
Cc: Miller, Vickie M ([e-mail]) <[e-mail]>; Kiser, Marcus K <[e-mail]>;
Wyrick, Scott D <[e-mail]>; McLaughlin, Zachery R <[e-mail]>
Subject: \[External\] RE: U-2579DEF - Permit Site 20 (Mill Creek); DA# 2017-02112.

CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.

Amy: Unfortunately, I cannot authorize this without a mod, particularly since it is for a different purpose than the other
temp impacts. However, I can modify it fairly easily, and maybe quickly, if you will provide me with the square footage
of temporary impact from the 65’ of impacts.

Dave: let us know if this changes your response.

There are options for how to deal with the WQC. If Dave can confirm that no formal WQC change is needed (in-field
mod?), then I can go ahead with a mod for site 20.

I would prefer to combine this mod and the U-2579AB mod (since they are under the same IP and DA#), if the U-2579AB
mod WQC will be done soon. This would especially work well if Dave does need a formal WQC mod for Site 20, and the
U-2789AB mod; and a combined mod, or 2 separate mods, would be done soon.

I don’t want to make it more complicated than it has to be. If you have any questions, please give me a call.

Thanks!

Please reply or call if you have any questions or if I may serve you in any other way.

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0.

Eric

Eric Alsmeyer
Work Cell: 919.817.1570

Project Manager
Regulatory Division Office
US Army Corps of Engineers, Wilmington District
3331 Heritage Trade Drive, Suite 105, Wake Forest, NC 27587
Office Tel: [phone], x23 (I am working out of the office, but I try to check my voicemails daily)
Regulatory Homepage: http://www.saw.usace.army.mil/Missions/RegulatoryPermitProgram.aspx

From: Euliss, Amy <[e-mail]>
Sent: Friday, January 8, 2021 8:13 AM
To: Alsmeyer, Eric C CIV USARMY CESAW (USA) <[e-mail]>; Wanucha, Dave
<[e-mail]>
Cc: Miller, Vickie M ([e-mail]) <[e-mail]>; Kiser, Marcus K <[e-mail]>;
3

Wyrick, Scott D <[e-mail]>; McLaughlin, Zachery R <[e-mail]>
Subject: \[Non-DoD Source\] FW: \[External\] U-2579DEF - Permit Site 20 (Mill Creek)

Dave and Eric,

Below is an email from Vickie Miller with HDR. They are the Design team on the U-2579DEF project. The contractor
needs to install a temporary crossing to bring a crane to the site. After your review, let me know if you do or do not
have any objections to us proceeding. We no longer need to do the previously permitted work pad (site 20C-165’), but
instead need 60’ of temporary impacts at the same site but at a different location on the stream. The pdf labelled “RW-
21_L-STA+50 Rev.3 markup” is shows the location of the proposed site, and the pdf labelled “Site 20 Permit Sheet
U2579DEF” shows the site as it was permitted.

Give me a call if we need to discuss.

Amy
336-671-2886

From: Miller, Vickie M. (Raleigh) <[e-mail]>
Sent: Thursday, January 7, 2021 6:39 PM
To: Euliss, Amy <[e-mail]>
Cc: Yelverton, Wyatt <[e-mail]>
Subject: \[External\] U-2579DEF - Permit Site 20 (Mill Creek)

CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.

Hi Amy,

I have attached the permit plan sheet, the summary impact table, and a marked up sheet of the location that Flatiron
would like to put a temporary crossing at Mill Creek. You will notice they are not showing the need for a temporary
workpad in the channel but instead a 60’ long pipe in Mill Creek for a crossing to move cranes, etc. The original
permitted length of impact for the temporary work pad (Site 20C) was 165 ft. This would be less impact from that
standpoint. The proposed location for the temporary pipe is in an area where we will have impacts from a ditch tie in
(Site 20A). Site 20 A currently is permitted for 16 lf of permanent impact and 21 lf of temporary impact. We would need
to increase the temporary impact by approximately 44 lf to cover the length requested as well as making sure we have
temporary impacts for dewatering/installation of the pipe (assumed 10 ft downstream and the 11 ft upstream which
was previously permitted).

Please let me know if you have any questions or comments. Thank you for checking on what will be needed for this one.

Thanks,
Vickie

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.
4

\I DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT,CORPS OF ENGINEERS
69 DARLINGTON AVENUE
WILMINGTON,NORTH CAROLINA 28403-1343
January 12, 2021
Regulatory Division
Action ID No. SAW-201 7-021 1 2
Ms. Amy Euliss
NCDOT Division 9 Environmental Officer
North Carolina Department of Transportation Division 9
375 Silas Creek Parkway
Winston-Salem, North Carolina 27127
Dear Ms. Amy Euliss:
Reference the Department of the Army (DA) permit issued on January 22,
2018, and subsequent modifications, to the North Carolina Department of
Transportation (NCDOT), for impacts associated with the new location project, TIPs
U-2579 C, Phase 2 and U-2579 D, E, & F, Winston-Salem North Beltway, in Forsyth
County, North Carolina.
On January 8, 2021 , the U.S. Army Corps of Engineers (Corps) received a
request from NCDOT to modify the standard permit for the U-2579 DEF project to
include an additional 43 linear feet of temporary stream impacts (Permit Site 20A),
and removal of 165 linear feet of temporary stream impacts (Permit Site 20C) that
will not be needed. The additional impacts are needed for a temporary pipe culvert
stream crossing for construction access for a crane. There are no changes to
wetland or permanent stream impacts.
The Corps has completed the evaluation of your request and has determined
that it is appropriate and reasonable, and no public notice is required for this
modification. Therefore, the permit is modified as requested and as shown on the
enclosed revised Permit Drawings, Sheets 64 and 96 of 97, received on January 8,
2021 .
Special Condition 1 is modified as follows:
1 . All work authorized by this permit shall be performed in strict compliance with
the attached sets of plans, "U-2579DEF: PERMIT MODIFICATION PACKAGE"
Sheets 1-97, dated December 18,2018, with revisions to Sheets 60, 61 , 72, 73, 74,
75, 96, & 97, received on November 5, 2020; Sheets 1-34, dated September 16,
2019; and Sheets 64 and 96 of 97, received on January 8, 2021 , which are part of

-2-
this permit. The Permittee shall ensure the construction design plans for this project
do not deviate from the permit plans attached to this authorization. Any modification
to the attached permit plans must be approved by the U.S. Army Corps of
Engineers (Corps) prior to any active construction in waters or wetlands.
All other conditions of the permit, including the mitigation requirements, and
permit expiration date of December 31 , 2028, remain in effect as written. Should
you have any questions, contact Mr. Eric Alsmeyer, via email at
Eric.C.Alsmeyer usace.army.mil or by telephone at [phone], extension 23.
FOR THE COMMANDER
/Kos Date: 2021 .01 .12
a� 07:40:35 -05-00-
Monte Matthews
Lead Project Manager
Wilmington District
Enclosures

PENTABLE: NCDOT_permits_CON.tbl
TIME: 3:19:49 PM
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HDR Engineering, Inc. of the Carolinas
555 Fayetteville St, Suite 900 Raleigh, N.C. 27601
N.C.B.E.L.S. License Number: F-0116
I'KOJLCI KtItKtINLt NU.
U-2579D, E & F
SHttl NU.
21
RAN SHEET NO.
ROADWAY DESIGN
ENGINEER
HYDRAULICS
ENGINEER
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
<*"1/,*
III�IIIII
lllll�l
III�I
\..\ ` ` FROM -L- STA. 285+20 TO STA. 285+65 LT
\ FFF\\ DETAIL 21-2
\\\ \ STANDARD N' DITCH
(Not to Scale)
DETAIL 21-10
STANDARD BASE DITCH
(Nolte Scab)
Natural
Group
Grobtlile
"When B is < 6.0'
Natural
Group
Min. D- 3.0H.
Max. d= 3.0Ft.
B= 3.0F.
Type of Liner= Class 'I' Rip -Rap
DETAIL 21-11
STANDARD BASE DITCH
( Notlo Scale)
Natural
Group
Geote,eile
"When B is < 6.0'
Min. D= 3.0F.
Max. d= 3.0Ft.
B= 5.0F.
Type of Liner= Class 'I' Rip -Rap
FROM -L- STA. 281+50 TO STA. 281+58 RT
DETAIL 21-3
STANDARD BASE DITCH
(Notre Scale)
NONraI Natural
�� ti. roan
Min. D= 1.5F. 1.11.1
B= 4.0F.
FROM -L- STA. 283+00 TO STA. 285+15 LT FROM -L- STA. 286+75 TO STA. 287+50 LT
DETAIL 21-12
BANK STABILIZATION AT
JURISDICTIONAL STREAM
I Nolte Scale)
NATURAL BED
ELEVATION
Gro
rol
Type of Liner- CL I Rip -Rap
GEOTEXTILE
FROM -L- STA. 285+00 LT
DETAIL 21-5
RIP RAP AT EMBANKMENT
( Nolo Scale)
10'n,in.
Ditch �' 1
Grade
GEOTEXTILE
lype of Liner- 16 IONS,CL 'B' Rip -Rap
Geote.+'Ile= 31 sy
FROM -L- STA. 286+65 TO STA. 286+75 LT
LEGEND:
fi//
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
PERMIT DRAWING
SHEET OF

RECEIVED
JAN 08 2021
WILMINGTON REGULATORY
Revised
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS
SURFACE WATER IMPACTS
Site
No.
Station
(From/To)
Structure
Size / Type
Permanent
Fill In
Wetlands
(ac)
Temp.
Fill In
Wetlands
(ac)
Excavation
in
Wetlands
(ac)
Mechanized
Clearing
in Wetlands
(ac)
Hand
Clearing
in
Wetlands
(ac)
Permanent
SW
impacts
(ac)
Temp.
SW
impacts
(ac)
Existing
Channel
Impacts
Permanent
(ft)
Existing
Channel
Impacts
Temp.
(ft)
Natural
Stream
Design
(ft)
11
173+80 -L-
48" RCP
0.04
615
11 A**
174+23 -L- RT
48" RCP
0.08
12
203+75 - 207+10 -L- RT
ROADWAY FILL
0.02
< 0.01
410
10
12A
205+69 -L- RT
FILL IN WETLAND
0.08
13
207+24 -L-
5x6 CULVERT
0.03
< 0.01
337
22
13A
209+14 -L- LT
4' BASE DITCH
< 0.01
14
222+50 - 223+56 -L- RT
48" RCP
0.01
< 0.01
220
11
14A
222+65 -L- LT
POND
3.06
15
242+86/244+20 -L-
5'x6' RCBC
0.05
< 0.01
520
15
15A
243+60/244+00 -L-
5'x6' RCBC
0.04
16
253+92/255+58 -L-
42" RCP AND DITCH
0.05
< 0.01
513
20
17
261+02/262+96 -L-
6'x6' RCBC
0.08
< 0.01
928
23
18
275+75/276+78 -L-
42" RCP
0.03
< 0.01
161
11
18A
277+00 RT -L-
PIPE REMOVAL AND DITCH
< 0.01
< 0.01
28
20
18A
277+00 RT -L-
BANK STABILIZATION
< 0.01
3
19
279+30/280+86 -L-
5'x7' RCBC
0.04
< 0.01
250
11
19
280+86/281+71 -L-
5' STANDARD BASE DITCH
< 0.01
< 0.01
91
15
20
280+61/281+66 -L-
REMOVE 2 - 72" CMP
0.02
< 0.01
35
31
20A
285+56/285+81 -L-
BANK STABILIZATION/TEMP ACCESS PIPE
< 0.01
0.01
16
64
20B
285+56/285+81 -L-
BANK STABILIZATION
< 0.01
< 0.01
20
21
21
285+19/285+65 -L-
CHANNEL CHANGE
< 0.01
133
21
285+19 -L-
BANK STABILIZATION
< 0.01
< 0.01
10
10
22
303+57/304+09 -L-
30" RCP/ 36" RCP
< 0.01
< 0.01
97
7
TOTALS SHEET 2*:
0.20
< 0.01
3.47
0.04
4387
291
0
*Rounded totals are sum of actual impacts
NOTES:
**Wetland ES-W33 is total take
-Site 24 is a Channel Relocation
2013 10 24
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
01/08/2021
FORSYTH
U-2579D, E & F
34839.3.GV7
SHEET OF