20190289 Ver 1_More Info Received_20190614

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
Roy COOPER
GOVERNOR
June 14, 2019
U. S. Army Corps of Engineers
Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
ATTN: Mr. David Bailey
NCDOT Coordinator
JAMES H. TROGmN, III
SECRETARY
Subject: NCDOT Response to Request for Additional Information Dated April 22, 2019, and
subsequent Application Modification for the Widening of US 70 from Mt. Hope Church
Road to Sun Lake Road in Guilford County. NCDOT Division 7, TIP No. U-2581 BA,
WBS 34840.1.4.
Dear Sir:
The North Carolina Department of Transportation (NCDOT) is in receipt of your request for additional
information dated April 22, 2019. Item number 4, section "a" request profile/cross section views for stream
impact Sites 1, 2, 3, and 6.
Pursuant to this request and subsequent conversations, the drawings were revised by way of:
Site 1
Detail 10 was added to display the cross section of the stabilization impact at the pipe outlet. The rip -rap
will be "keyed -in" to stabilize the system, but not impede aquatic passage.
Site 2
Detail 11 was added to display the cross section of the stabilization impact at the pipe outlet.
Site 3
Detail 10 was added to display the cross section of the stabilization impact at the pipe outlet. The rip -rap
will be "keyed -in" to stabilize the system, but not impede aquatic passage.
While re -reviewing Site 3, the engineer increased the size of the rip rap at this location. This increased the
permanent impact from 11 to 13 feet, and decreased the temporary impact from 16 to 13 feet.
Please find included DMS Mitigation Acceptance for the 2 additional feet of impact (increasing project
totals from 298 to 300 feet).
Table 2 from the January application has been revised below to reflect this change.
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
ENVIRONMENTAL ANALYSIS UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
Telephone: [phone]
Customer Service: 1-877-368-4968
Website: www.ncdot.gov
Location:
1000 BIRCH RIDGE DRIVE
RALEIGH NC 27610

Site 6
Detail 10 was added to display the cross section of the stabilization impact at the pipe outlet. The rip -rap
will be "keyed -in" to stabilize the system, but not impede aquatic passage.
Revised Table 2: Stream Impacts (values in linear feet)
Permit
Stream Name/
Status/
Perm.
Temp.
ACOE
DWR
Site
NRTR ID
Class/
Channel
Channel
Required
Required
Impact Description
Index
Impacts
Impacts
Mitigation
Mitigation
UT to Little
Perennial
The existing 24" reinforced concrete pipe
1
Alamance
WS-IV NSW
10
19
10
_
will be upgraded to a 30". The impact is a
Creek*
16-19-3-(0.5)
result of the pipe and riprap pad
installation.
A 24" base ditch will outlet adjacent to the
stream. Due to the small size of this
2
6
10
6
system, it would not be possible to use bank
UT to Little
Perennial
stabilization without impacting the channel
Alamance Creek
WS-IV NSW
bottom. As such, the impact was accounted
SC
16-19-3-(0.5)
for as loss of water.
The 15" corrugated metal pipe will be
3
4413
4-6 1
44 13
--
replaced with a 30" reinforced concrete
pipe.
UT to Little
Perennial
The 46-foot long 10' x 6' culvert will be
5
Alamance Creek
WS-IV NSW
251
33
251
--
replaced with a 127-foot long, 10' x 8'
SB
16-19-3- 0.5
culvert with sills.
The existing 18" reinforced concrete pipe
UT to Little
Perennial
will be upgraded to a 24" reinforced
6
Alamance Creek
WS-IV NSW
20
15
20
--
concrete pipe. The impact is the result of
**
16-19-3-(0.5)
raising the grade of the road as well as the
larizer pive.
93
Total Stream Impacts
�
0
3
9 0
Total Requested from DMS:
300
* This system was outside of the original NRTR study limits. It was included due to the need to capture stormwater on
the lane taper/transition.
**This stream was outside of the original NRTR study limits. Raising of the grade of this intersecting road was not
originally accounted for.
The buffer drawings have been revised to match the changes in the drawings. However, there are no
changes to Buffer Impacts as a result of these revisions.
Thank you for your assistance with this project. Please do not hesitate to contact me for additional questions
or concerns at [e-mail] or [phone].
Sincerely,
,�e2 Philip S. Harris III, P.E., C.P.M.
U Environmental Analysis Unit Head
cc: Mr. John Fisher, Publix

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
TIM BAUMGARTNER
Director
Mr. Philip S. Harris, P.E., CPM
Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh, North Carolina 27699-1598
Dear Mr. Harris:
NORTH CAROLINA
Environmental Quality
June 3, 2019
Subject: DMS Mitigation Acceptance Letter:
U-2581BA, US 70 (Burlington Road) from West of SR 3045 (Mount Hope Church Road) /
SR 2819 (McCleansville Road) to just East of SR 3175 (Birch Creek Road), Guilford
County
The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will provide the
stream, wetland and buffer mitigation for the subject project. Based on the information supplied by you on June 3,
2019, the impacts are located in CU 03030002 of the Cape Fear River basin in the Central Piedmont (CP) Eco-
Region, and are as follows:
Stream and
Wetlands
River
Basin
CU
Location
Eco-
Region
Stream
Wetlands
Cold
Cool
Warm
Riparian
P
Non-
Coastal
Riparian
Marsh
Impacts
Cape
03030002
CP
0
0
300.0
0.11
0
0
Fear
*Some of the impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details.
All buffer mitigation requests and approvals are administrated through the Riparian Restoration Buffer
Fund. The NCDOT will be responsible to ensure that appropriate compensation for the buffer mitigation will be
provided in the agreed upon method of fund transfer. Upon receipt of the NCDWR's Buffer Authorization
Certification, DMS will transfer funds from the NCDOT 2984 Fund into the Riparian Restoration Buffer Fund.
Upon completion of transfer payment, NCDOT will have completed its riparian buffer mitigation responsibility for
TIP Number U-2581BA. Subsequently, DMS will conduct a review of current NCDOT ILF Program mitigation
projects in the river basin to determine if available buffer mitigation credits exist. If there are buffer mitigation
credits available, then the Riparian Restoration Buffer Fund will purchase the appropriate amount of buffer
mitigation credits from NCDOT ELF Program.
RE Q
North Carolina Department of Environmental Quality I Division of Mitigation Services
217 W.Jones Street 11652 Mail Service Center I Raleigh. North Carolina 27699-1652
919.707.8976

Mr. Harris
June 3, 2019
Page Two
NCDOT TIP U-2581BA
Buffer River Basin + CU
Impacts Cape Fear 03030002 —
Jordan —Haw
Eco- Buffer Impacts
Region Zone 1 Zone 2 1 TOTAL
CP 11,763.0 I 4,355.0 16,118.0
This mitigation acceptance letter replaces the mitigation acceptance letter issued on February 15,
2019. The impacts and associated mitigation needs were not projected by the NCDOT in the 2019 impact data.
DMS will commit to implement sufficient compensatory stream and wetland mitigation credits to offset the impacts
associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section
F.3.c.iii of the In -Lieu Fee Instrument dated July 28, 2010. If the above referenced impact amounts increase, then
this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from
DMS.
8420.
If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-707-
Sincerely,
James S tifill
DMS Asset Management Supervisor
Cc: Mr. Monte Matthews, USACE — Raleigh Regulatory Field Office
Ms. Amy Chapman, NC Division of Water Resources
File: U-2581BA Revised
L E,
­ _Carolina Department of Environmental Quality I Division of lvihigation Services
217 W. Jones Street 1 1652 Mail Service Center I Raleigh, north Carolina 27699u1652
919107.8976

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SEE DETAIL 10
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104.48'
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SOUTHERN NET, INC.
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DENOTES IMPACTS IN DETAIL 6
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SPECIAL LATER�°ASeBASE DITCH
BY -131 NNuml oT Fiu
Ground 47 D �� \Ta Slope
DENOTES TEMPORARY S Min.D=1.5 Ft
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ROBERT ARTHUR DARNELL
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-L- POT STA. 91 + 00.00
FOR -L- PROFILE SEE SHEET /3
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WETLAND AND SURACE WATER IMPACTS SUMMARY
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)
1
12+02/12+07 -L- LT
30" RCP
< 0.01
< 0.01
10
19
2
10+86/12+50 -Y4- RT
Roadway Fill/24" Pipe
0.02
0.01
< 0.01
< 0.01
6
10
3
11+30/11+50 -Y5-
30" RCP
13
13
4
49+00/50+47 -L-
Roadway Fill
0.05
0.03
5
54+92/55+93 -L-
1@10'x8' RCBC/Roadway Fill
< 0.01
0.05
< 0.01
251
33
6
14+60/14+66 -Y6- LT
24" RCP
< 0.01
< 0.01
20
15
TOTALS*:
0.07
0.04
0.05
< 0.01
300
90
0
*Rounded totals are sum of actual impacts
NOTES:
2018 Feb

PROJECT REFERENCE NO. SHEET NO.
—Yl— PT Sta. /2+6486
—L— CURVE DATA —Y2— CURVE DATA Rd'I1T'AIN I x/ U-258/BA 4
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EST 2 TOSS ENGINEER ENGINEER
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L = 1A63.9/' L = 696.04' I + RETAIN SYSTEM
T = 534.24' T = 349.93' "°°° I �1 INCOMP LE E PLANS
DO NOT USE MSMON
R = 4,700A0' R = 2,720.00' RETAIN—� •� LL o = _ =1s RCP p
SE = 0.025 SE = 0,04 Gac nlle -- —
RO = 105' RO = 144' L°n9,R— 10 N. rv=."aei�i' BEGIN CONSTRUCTION
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�. I z o Ty, of D Ni°..- CL B R.p - K. d-i° DETAIL 2
- I AT STA. 14+62 -Y6- LT SPECIAL C T DITCH EL D CONSTRUCTION
U1 POT Sta9%80.00
I pm
0 I Di,ch
N I 1 N.luml 3', o`wt Slop.
0 I DETAIL bcl a°°na a7 D Fro+`
1
SPECIAL LATERAL BASE DITCH Min. D=1.5 H.
W I I I INo„o Scale)
~ I FROM STA.90+63 TO STA.91+40 -L- LT
�I3'E _ B y BY -131 NN.m1 ,ot Fi�� FOR —L— FROFILE SEE SHEET /3
Ground 4.7 O� xxat Slope
1 B MI^' °=,.6 Ft. EXISTING SIGNAL TO BE MODIFIED FOR —Y6— & —YS— PROFILES SEE SHEET 16
W
O zf h 3:1 AT STA. 14+68
B=3.0 Ft.
� BURCH CREEK FARM• LLC i n FROM STA. 14+68 -Y6- 70
a ROBERT W. DARNELL & m STA. 17+60 -Y6- RT = 78+45 -L- LT
O E LYNN D.THOMPSON 8I
M-o ROBERT ARTHUR DARNELL I m
�= DB 6226 PG 1416
o DB 6594 PG 1190