20191006 Ver 2_Modification Request Attachment_20201202

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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J.ERIC BOYETTE
GOVERNOR SECRETARY
November 24, 2020
U.S. Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest,NC 27587-4346
ATTN: Mr. Monte Matthews
NCDOT Coordinator
Subject: Request for Modification to Section 404 Individual Permit and Section 401
Water Quality Certification for the I-40/I-77 interchange improvements
including I-40 from west of SR 2003 (Radio Road) to SR 2158 (Old Mocksville
Road) and I-77 from south of SR 2321 (East Broad Street) to south of SR 2171
(Jane Sowers Road) in Iredell County. Division 12, TIP No. I-3819B. Debit
$570.00 from WBS 34192.3.2.
References: 1) Section 404 Individual Permit, Action ID No. SAW-2018-01504,
issued January 21, 2020; 2) Section 401 Water Quality Certification No.
WQC004203, NCDWR Project No. 20191006, issued November 19, 2019 and
revised January 30,2020.
Dear Sir:
The purpose of this letter is to request a modification to the United States Army Corps of Engineers
(USACE) Section 404 Individual Permit and associated North Carolina Division of Water
Resources (NCDWR) Section 401 Water Quality Certification for the above referenced project.
This request letter includes a variance request for specific cross-pipes that will not be embedded,
revisions to the drainage design, and modifications to permitted impacts.
A variance is requested for cross-pipes which will not be set below the elevation of the streambed.
This relates directly to General Condition 1/Project Specific Condition 8 of the 401 Water Quality
Certification. A list of the applicable locations, and justification for the variance request at each
location is provided on the following page(Table 1).
Mailing Address: Telephone:[phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax:[phone] 1000 BIRCH DRIVE
ENVIRONMENTAL ANALYSIS UNIT Customer Service: 1-877-368-4968 RALEIGH,NC 27610
1598 MAIL SERVICE CENTER
RALEIGH,NC 27699-1598 Website:ncdot.gov

Table 1.Description of cross-pipe locations for the variance request.
Location Permit Size Type Reason for Variance Request
Site
54"
Reinforced Supplement The existing cross pipe is not embedded below the
and Extend stream elevation. Due to this existing configuration,
Y S Concrete
37 39 16, 17 pipe and 42" existing the pipe will be lined,but not embedded. The existing
Welded (US and pipe will be supplemented with a 42"welded steel pipe
Steel Pipe DS) via bore and jack set 1 foot higher than existing pipe.
The existing cross pipe will be extended and the
54" replacement pipe will connect to a closed drainage
si
Y_S 18 19 Reinforced Extsodn network. As such, there will be no jurisdictional
46+51 Concrete DS features upstream of this pipe, and it cannot be set
Pipe ) below the streambed due to the configuration as a
closed network.
3 @ The existing culvert is not embedded below the stream
Y S 9'X 11' Extension bed elevation. Due to this existing configuration, and
—71+00 21, 22 Reinforced (US and the need to satisfy FEMA floodplain requirements, it is
Concrete DS) not feasible to embed the proposed extension.
Box Culvert
66" The existing cross pipe is not embedded below the
Y_S Reinforced Extension stream elevation. Due to this existing configuration,
94+06 24, 25 Concrete (US and and the installation of junction boxes to tie in adjacent
Pipe DS) drainage networks, it is not feasible to embed the
proposed extension.
60" The existing cross pipe is not embedded below the
Y_N Reinforced Extension stream elevation. Due to this existing configuration,
211+51 27 Concrete (DS only) and the proposed extension on only the downstream
Pipe end, it is not feasible to embed the proposed extension.
Revisions resulting in changes to permitted impacts have been made to nine impact sites (Sites 2, 5,
16, 17, 19, 21, 22, 23, and 25) and are discussed in detail below. Three new impact sites are also
discussed below(Sites 9A,28, and U-4).
In addition, permitted impact Sites 9 (Permit Drawing Sheet 10 through 13) and 27 (Permit
Drawing Sheets 62 through 65) are included in the revised permit drawings to highlight the changes
to the drainage design from previously approved permit drawings. At Utility Site U-2, the
replacement transmission tower in this location, which was originally proposed to be a metal lattice
structure with four 4'x4'concrete footings, was altered to instead be a single steel 56"diameter pole
(Utility Permit Drawing Sheets 4 through 7). The design changes at Sites 9, 27, and Utility Site U-2
will not result in any additional changes to the amount, type, or location of previously permitted
impacts and are not discussed further.
Previously permitted stream impacts included 3,194 linear feet of permanent stream impacts (which
includes 1,019 linear feet of stream bank stabilization) and 394 linear feet (0.07 acre) of temporary
stream impacts. Previously permitted wetland impacts for roadway construction included 1.39 acres
of permanent wetland impacts (1.06 acres of permanent fill and 0.33 acre of mechanized clearing)
and 2.56 acres of hand clearing in wetlands. Previously permitted impacts associated with utilities
included 0.02 acre of mechanized clearing and 0.27 acre of temporary wetland fill impacts
(permanent fill in wetlands and hand clearing impacts were <0.01 acre). The total permanent
wetland impacts previously permitted for roadway construction and utilities was 1.41 acres.
Page 2 of 9

The revised stream impacts for the project total 3,213 linear feet of permanent stream impacts
(which includes 1,047 linear feet of stream bank stabilization impacts) and 471 linear feet (0.10
acre) of temporary stream impacts. The revised wetland impacts for roadway construction include
1.39 acres of permanent wetland impacts (1.06 acres of permanent fill and 0.33 acre of mechanized
clearing), and 2.66 acre of temporary fill in wetlands impacts. The revised utilities impacts included
0.16 acre of mechanized clearing and 0.27 acre of temporary wetland fill impacts (permanent fill in
wetlands and hand clearing impacts were<0.01 acre). The revised total permanent wetland impacts
proposed for roadway construction and utilities is 1.55 acres.
This modification will result in 0.14 acre of additional mechanized clearing impacts, 2.66 acres of
additional temporary wetland fill impacts, 28 linear feet of additional stream bank stabilization
impacts, and 77 linear feet (0.02 acre) of additional temporary stream impacts. There will be 2.56
acres less hand clearing impacts and 9 linear feet less permanent channel impacts than previously
permitted. A summary of the changes is shown in Table 2 below.
Table 2—Summary of changes to impacts*
Impact Type Original Proposed Permit Difference
Permitted Impacts I Modification
Roadway Impacts
Permanent Stream Impacts' 3,194 3,213 +19
Bank Stabilization Impacts 1,019 1,047 +28
Temporary Stream Impacts 394 471 +77
Permanent Wetland Fill 1.06 1.06 0
Mechanized Clearing in Wetlands 0.33 0.33 0
Hand Clearing in Wetlands 2.56 0 -2.56
Temporary Wetland Fill 0 2.66 +2.66
Utility Impacts
Permanent Wetland Fill <0.01 <0.01 0
Mechanized Clearing in Wetlands 0.02 0.16 _ +0.14 _
Hand Clearing in Wetlands <0.01 <0.01 0
Temporary Wetland Fill 0.27 0.27 0 _
*Stream impacts are in linear feet. Wetland impacts are in acres.
'Totals include bank stabilization impacts. Permanent stream impacts requiring mitigation
decreased by 9 linear feet.
Please see the enclosed DWR Pre-Filing Meeting Request Form, revised DMS acceptance letter,
revised permit drawings, and revised roadway plans where drainage revisions and/or field changes
resulted in changes to permitted impacts. Note the three additional impact sites: Sites 9A and 28 are
included in the revised roadway permit drawings and Utility Site U-4 is shown in the revised utility
permit drawing. Permit impact sites where no changes were made to the drainage design or impacts
are not included in the revised permit drawings. All changes to previously permitted impacts and
the three additional impact sites are summarized below.
Summary of Impacts to Waters of the U.S.
Tables 3 through 5 summarize the permitted and revised impacts to jurisdictional water resources
for the project. Changes to permitted impacts are shown with a strikethrough and revisions are
shown in red text. A narrative describing the revisions made to each permit impact site are
presented in the following section.
Page 3 of 9

Table 3-I-3819B Wetland Impacts*
Wetland Permanent Temporary Mechanized Hand Impacts
Permit Wetland Fill in Fill in Clearing Clearing Requiring
Site Number Sace Wetlands Wetlands' ac ac Mitigation
L ac ac ac
2 WC 2.94 0.32 0.09 -- 0.41
2 WC/WD 2.94/9.57 0.02 0.62 0.02 0 62 0.05
3 WF 0.31 <0.01 0.01 -- 0.02
4 WD 9.57 -- 0.02 -- 0.02
5 WD 9.57 0.03 2.04 0.05 1.91 0.09
8 WH 0.08 <0.01 <0.01 -- 0.01
9 WK 1.20 0.40 0.08 -- 0.47
11 WAN 0.21 0.19 0.02 -- 0.21
26 WI 0.13 0.09 0.04 -- 0.13
Total Wetland Impacts 1.061 2.66 0.331 2,56
1.392
*All wetlands impacted are riparian
'Temporary fill impacts will result from the use of mats and crane barges
2Values are based on rounding, due to calculating totals with actual numbers to
the thousandths
Table 4-I-3819B Stream Impacts
Permanent Temporary USAGE NCDWR
Channel Bank Channel
Permit Stream Name/ Status/ Required Required
Impacts Stabilization Impacts
Site NRTR ID Class lf lf ac Mitigation Mitigation
(ac) (ac) (10
lf lf
2 UT to Fourth Creek Perennial -- 42 <0.01 -- --
SJ C (<0.01) (20)
3 --UT to Fourth Creek Perennial 206 <0.01 206 --
SI C (0.02) (10)
<0.01
5 UT to Fourth Creek Perennial -- -- (40) --
SJ C 0.02
(77)
6 Fourth Creek Perennial -- 12 <0.01
C (<0.01) (20)
7 Fourth Creek Perennial -- 12 <0.01
C (<0.01) (20)
9 UT to Fourth Creek Perennial 747 <0.01-- 747 747
SL C (0.07) (10)
9A UT to Fourth Creek Perennial -- 0.01
SK C (50)
10 UT to Fourth Creek Perennial 25 <0.01
SK C (<0.01) (20)
l 2 UT to Fourth Creek Perennial 10 0.01 10
SK C (<0.01) (54)
l 3 UT to Fourth Creek Perennial 17 44 <0.01 17 17
SL C (<0.01) (<0.01) (10)
Page 4 of 9

Table 4—I-3819B Stream Impacts (continued)
Permanent Temporary USAGE NCDWR
Channel Bank Channel
Permit Stream Name/ Status/ Required Required
Impacts Stabilization Impacts
Site NRTR ID Class lf if ac Mitigation Mitigation
(ac) . (ac) (10 if lf
UT to Fourth Creek Intermittent 17 -- <0.01
14 SX C (<0.01) (10) 17 __
15 UT to Fourth Creek Intermittent -- 11 <0.01 -- --
SX C (<0.01) (20)
112
16 UT to Fourth Creek Intermittent (0.04) -- <0.01 112 --
SX C 113 (10) 113
(0.01)
115
17 UT to Fourth Creek Perennial 114 -- <0.01 115 --
SX C (0.02) (14) 114
18 UT to Fourth Creek Perennial 72 <0.01-- 72 --
SW C (0.01) (10)
19 UT to Fourth Creek Perennial 34 __ -- 34 --
SW C (<0.01)
20 UT to Fourth Creek Perennial 61 <0.01-- 61 --
SBA C (0.01) (10)
UT to Fourth Creek Perennial 176 <0.01
21 176 176
ST C } -- (21)
(0.10)
/167 8-74
22 UT to Fourth Creek Perennial (0 4) (0 ) <0.01 /167 /167
ST C 455 901 (4-0) 455 455
(0.18) (0.34)
23 UT to Fourth Creek Perennial -- -- <0.01 -- --
ST C (33)
24 UT to Fourth Creek Perennial 49 0.01-- 49 --
SU C (<0.01) (10)
44 <0.01
25 UT to Fourth Creek Perennial (<0.01) -- (32) 44 --
SU C 31 <0.01 31
(<0.01) (21)
27 UT to Fourth Creek Perennial 48 <0.01-- 48 --
SR C (0.01) (10)
28 UT to --B Creek Beaver Perennial 16 <0.01 16 --
SO C (<0.01) (11)
Total Stream Impacts ' 2175 1019 0
2166 1047 (394) 2175 140-7
3194 0.10* 2166 1395
3213 (471)
* Values are based on rounding
Page 5 of 9

Table 5—I-3819B Utility Wetland Impacts
Permit Wetland Impact Temporary Permanent Mechanized Hand Mitigation
Site ID Type Impacts Fill Clearing Clearing Requirement
ac ac ac ac ac
U-1 WJ Utility 0.02 -- -- -- --
U-2 WD Utility 0.25 <0.01 0.02 -- 0.02
U-3 WH Utility -- -- -- <0.01 --
U-4 WU Utility -- I -- 0.14 -- 0.14
TOTAL IMPACTS 0.27 llir<0.010.16O:A� 0702
0.16
Permit Impact Site Modifications(shown in revised permit drawings):
Site 2 (Permit Drawing Sheet 2) —Although hand clearing occurred within the approved permitted
boundaries in wetland WC, the 0.62 acre of hand clearing impacts in wetlands have been revised to
temporary fill in wetlands to account for impacts associated with the use of timber mats and crane
barges during construction.
Site 5 (Permit Drawing Sheet 46) —This site has been updated to incorporate unauthorized impacts
to wetland WD and stream SJ that occurred inadvertently during construction. The 40 linear feet of
permitted temporary stream impacts to stream SJ on the east side of the bridge alignment have been
eliminated because the temporary pipe was not needed. However, there were 77 linear feet of
unauthorized temporary stream impacts to stream SJ. Therefore, temporary stream impacts
increased from 40 linear feet to 77 linear feet, which is 37 linear feet of additional temporary stream
impacts. There are no permanent stream impacts proposed for this site.
Permitted hand clearing impacts have been converted to temporary wetland fill impacts in areas
where mats and barges are being used during construction. In addition, 0.10 acre of temporary
wetland fill outside of previously permitted hand clearing impacts were added to account for the
unauthorized temporary impacts within wetland WD. Impacts for hand clearing in wetlands
decreased from 1.94 acres to 0 acre, and 2.04 acres of temporary wetland fill impacts are now
included. There will be no additional permanent impacts at this location.
On-site restoration was performed to mitigate for the unauthorized impacts that included 0.23 acre
of temporary impacts to wetland WD (0.10 acre were outside of previously permitted hand clearing
impacts) and 77 linear feet of temporary impacts to stream SJ. To restore the areas, the stream
banks and a section of wetland WD were regraded and stabilized with erosion control matting.
Native grass seeding and mulching were used for all temporarily impacted wetland areas and stream
banks. On June 3, 2020, Lane Construction met on-site with Donna Hood with NCDWR and
Matthew Evans with NCDOT to inspect the restoration areas and review the progress of restoration
activities. A response to the Notice of Deficiency and the wetland restoration plan for the
unauthorized impacts were submitted on June 25, 2020 to NCDWR and was accepted by NCDWR
and USACE on June 30, 2020 as indicated through coordination with Donna Hood.
Site 16(Permit Drawing Sheet 26)—Similar to the previous design,the impacts to stream SX at this
site are due to the extension and supplement of an existing 54" reinforced concrete pipe (RCP)
cross pipe. However, the pipe is now proposed to be lined. Otherwise there are no significant
variations to the proposed design. Due to minor adjustments to the slope stake and headwall
Page 6 of 9

configuration the impacts resulting from the pipe extension have increased from 13 linear feet to 15
linear feet, which is 2 feet of additional impacts. The permanent impacts due to bed stabilization
have decreased from 99 linear feet to 98 linear feet. Overall, there is 1 foot of additional permanent
stream impacts being proposed at this site compared to the previously permitted impacts. The
design change will not result in any additional temporary stream impacts at this location.
Site 17 (Permit Drawing Sheet 26)—Similar to Site 16, the impacts at this site are due to extension
and supplement of an existing 54"RCP cross pipe. However, the pipe is now proposed to be lined.
Otherwise there are no significant variations to the proposed design. Due to minor adjustments to
the slope stake and headwall configuration, the impacts resulting from the pipe extension have
increased by 3 linear feet from 17 linear feet to 20 linear feet. The permanent impacts due to bed
stabilization have decreased from 98 linear feet to 94 linear feet. Overall, there is 1 foot less of
permanent stream impacts being proposed at this site compared to the previously permitted impacts.
The design change will not result in any additional temporary stream impacts at this location.
Site 19 (Permit Drawing Sheet 26)—The design proposes to extend the existing 54"RCP and cover
the existing stream channel with the roadway fill slope. The originally permitted permanent stream
impacts were misclassified as 54" RCP extension and have been updated as roadway fill. The
reclassification of impact type will not result in any additional permanent stream impacts at this
location.
Site 21 (Permit Drawing Sheet 30)—There will be no changes to the design or proposed activities at
this site from the approved permit; however, the jurisdictional stream boundaries of stream ST have
been revised to more accurately follow the surveyed topographic contours. This revision will not
result in any changes to the linear feet of permanent and temporary stream impacts. The total
acreage of permanent stream impacts increased from 0.08 acre to 0.10 acre as a result of the revised
jurisdictional stream boundary; temporary stream impacts will remain<0.01 acre.
Site 22 (Permit Drawing Sheet 30) — The jurisdictional stream boundaries of stream ST have been
revised from those shown in the approved permit to more accurately follow the surveyed
topographic contours. This revision will not result in any changes to the linear feet of permanent
stream impacts for Site 22. Other revisions to impacts at Site 22 are as follows: in the approved
permit, the permanent stream bed stabilization impacts were incorrectly calculated to extend 12
linear feet outside of the riprap in stream ST for the pipe outlet channel stabilization located at
Station Number 83+85+00-Y. Also, in this location the permanent stream bank stabilization
impacts should have been extended to the end of the riprap shown on the stream bank immediately
adjacent to the channel, therefore the permit drawings have been revised to show an additional 16
linear feet of permanent stream bank stabilization impacts. Permanent stream bed impacts will
decrease from 467 linear feet to 455 linear feet and bank stabilization impacts will increase from
873 linear feet to 901 linear feet. The previously approved 10 linear feet of temporary stream
impacts were no longer needed and have been removed.
Site 23 (Permit Drawing Sheet 30)—There will be no changes to the design or proposed activities at
this site from the approved permit; however, the jurisdictional stream boundaries of stream ST have
been revised to more accurately follow the surveyed topographic contours. This revision will not
result in any changes to the linear feet or acreage of temporary stream impacts at this location.
Site 25 (Permit Drawing Sheet 37)—In the approved permit, the drainage design included retaining
an existing 15"RCP and connecting it to an existing 66" RCP, which carries stream SU, through a
series of two junction boxes. The revised design includes replacing the 15"RCP and extending the
pipe to discharge directly to stream SU instead of connecting to the existing 66"RCP. This revision
will not result in any additional impacts.
Page 7 of 9

Also, the detention basin shown in the original design impacting stream SU has been removed. The
depth to the water table and proximity to the adjacent floodplain made the construction and
operation of the detention basin infeasible. Permanent stream impacts decreased from 44 linear feet
to 31 linear feet, which is a 13 linear foot decrease in impacts. Temporary stream impacts will
decrease from 32 linear feet to 21 linear feet, which is an 11 linear foot decrease in impacts.
New Permit Impact Sites (shown in revised permit drawings):
Site 9A (Permit Drawing Sheet 11 and 14) —At this site, a temporary work bridge that spans from
top of bank to top of bank was installed for construction access to Site 9. In the approved permit,no
impacts were included for the temporary work bridge, however, impacts have been revised to
include 50 linear feet(0.01 acre) of temporary stream impacts to account for any temporary impacts
to stream SK that may occur as a result of the temporary work bridge. There will be no permanent
stream impacts at this location.
Site 28 (Permit Drawing Sheet 21a) — This site was added after it was determined the end of the
existing 42"RCP outfall was structurally deficient and in need of replacement. The replacement of
this section of pipe and installation of riprap outlet protection requires impacts to stream SO. At the
outlet of the replacement pipe, Class I riprap will be installed in the stream bed and along the banks
of stream SO for stabilization. The existing outlet in this location is perched which is being
addressed through the use of a manhole drop structure in order to lower the proposed outlet to the
streambed elevation. This will result in 16 linear feet of permanent stream impacts and 11 linear
feet of temporary stream impacts that were not previously permitted.
Utility Site U-4 (Utility Permit Drawing Sheet 3a) —During the construction of an access road for
City of Statesville Power's 334 circuit relocation work, the contractor inadvertently allowed
clearing in wetland WU. This activity resulted in 0.14 acre of mechanized clearing impacts to
wetland WU. The cleared wetland has been replanted with wetland seed mix following NCDOT's
Roadside Environmental Unit guidance and standard procedures. The revised utility permit
drawings and summary table have been updated to include the 0.14 acre of mechanized clearing
impacts that were not previously permitted.
Revised Compensatory Mitigation
The North Carolina Division of Mitigation Services (NCDMS) previously provided compensatory
mitigation for 2,175 linear feet of permanent stream impacts and 1.41 acres of permanent riparian
wetland impacts, as referenced in the issued Section 404 Individual Permit from the USACE on
January 21, 2020 and the Section 401 WQC modification from NCDWR on January 30, 2020.
Of the revised permanent stream impacts totaling 3,213 linear feet for this modification, 1,047
linear feet are the result of bank stabilization and are not considered loss of waters and therefore do
not require mitigation from USACE or NCDWR. After the revisions to the drainage design,
permanent stream impacts that require mitigation from USACE for this project now total 2,166
linear feet, which is 9 linear feet less than previously needed. The revised permanent wetland
impacts for this project total 1.55 acres and therefore this modification will require additional
mitigation for 0.14 acres of permanent riparian wetland impacts. A revised DMS acceptance letter
reflecting these changes was issued and received on November 23, 2020 (attached).
NCDOT requests to modify the permit for this project. Application is hereby made for modification
of the USACE 404 permit and the 401 WQC from NCDWR as required for the above-described
activities. We have provided a method of debiting $570.00 to be submitted to the NCDWR for
processing the WQC renewal for I-3819B, as noted in the subject line of this application.
Page 8 of 9

A copy of this permit application and its distribution list will be posted in the NCDOT website at
http://connect.ncdot.gov/resources/Environmental. Thank you for your assistance with this project.
If you have any questions or need additional information, please contact Erin Cheely at either
[e-mail] or(919) 707-6108.
Sincerely,
Philip S. Harris III, P.E., C.P.M.
Environmental Analysis Unit Head
cc:
NCDOT Permit Application Standard Distribution List
Page 9 of 9

tie R•.'.
DWR Pre-Filing Meeting Request Form
NORTH CAROLINA
EnYlmnal2nlrtl Qua fay
ID#* 20191006 Version* 2
Regional Office* Mooresville Regional Office-[phone]
Reviewer List* Donna Hood
Pre-Filing Meeting Request submitted 9/26/2020
.........................................................................................................................................................................................................................................................................................................................................................................................................................................................
Contact Name* Erin Cheely
Contact Email Address* [e-mail]
Project Name* I-3819B
Project Owner* NCDOT
Project County* Iredell
Owner Address: Street Address
1598 Mail Service Center
Address Line 2
City State/Rovince/Region
Raleigh NC
Fbstal/Zip Code Country
27699 United States of America
Is this a transportation project?* r Yes r No
Type(s)of approval sought from the DWR:
rJ 401 Water Quality Certification- I— 401 Water Quality Certification-
Regular Express
rJ Individual Permit rJ Modification
r- Shoreline Stabilization
Does this project have an existing project ID#?*
6' Yes r No
Please list all existing project ID's associated with this projects.*
20191006
Do you know the name of the staff member you would like to request a meeting with?
No meeting is requested.
Please give a brief project description below.*

I-3819B is the proposed improvements to the 1-40 and 1-77 interchange in
Iredell County. NCDOT does not request a meeting.
Modification to the existing permit is anticipated at sites 2, 5, 16, 17, 19,22,
and 25 with two new permit sites, 28 and U-4.
Please give a couple of dates you are available for a meeting.
Please attach the documentation you would like to have the meeting about.
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre-Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
. I understand by signing this form that I cannot submit my application until 30 calendar days after this pre-filing
meeting request.
. I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty-day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty-day clock has expired,and you can submit an
application.
Signature
il c�Y
Submittal Date 9/26/2020

YD�,�STATEz��
f QuArpriv _-
ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S.REGAN
Secretary
TIM BAUMGARTNER
Director November 23, 2020
Mr. Philip S. Harris, III,P.E., CPM
Environmental Analysis Unit
North Carolina Department of Transportation
1598 Mail Service Center
Raleigh,North Carolina 27699-1598
Dear Mr. Harris:
Subject: DMS Mitigation Acceptance Letter:
I-3819B, Statesville—I-40/I-77 Interchange—I-40 from SR 2003 (Indian Ridge Road)to
SR 2158 (Old Mocksville Road) and I-77 from SR 2171 (Jane Sowers Road)to SR 2321
(East Broad Street),Iredell County
References: USACE 404 Individual Permit issued January 21,2020 (USACE Action ID 2018-01504)
NCDWR 401 Water Quality Certification issued November 19,2019 (NCDWR ID 2019-
1006)
The purpose of this letter is to notify you that the Division of Mitigation Services(DMS)will provide the
additional riparian wetland mitigation and make any necessary debit adjustments to the stream mitigation for the
subject project. Based on the information supplied by you on November 20,2020,the impacts are located in CU
03040102 of the Yadkin River basin in the Central Piedmont(CP)and Central Piedmont(CP)Eco-Regions, and are
as follows:
Table 1 —Additional Impacts (feet/ acres)
Yadkin Stream Wetlands Buffer(Sq.Ft.)
03040102 Non- Coastal
CP Cold Cool Warm Riparian Riparian Marsh Zone 1 Zone 2
Impacts(feet/acres) 0 0 0 0.14 0 0 0 0
*NOTE: Some of the impacts may be proposed to be mitigated at a 1:1 mitigation ratio. See permit application for details.
This additional impact and associated mitigation needs were not projected by the NCDOT in the 2020
impact data. DMS is currently providing stream and riparian wetland mitigation for the impacts associated with
this project located in cataloging unit 03040102 of the Yadkin River basin as required by the 404 and 401 permits
issued in 2019 and 2020, as shown in the below table(in mitigation credits):
, -D_E Q3
NORTH CAROLINA
DoparYnant of Environmental Ru.Mlty
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
TIP I-3819B
November 23,2020
Page Two
Table 2—Current Permitted Impacts and Associated Mitigation Requirements provided by DMS(based on
issued permits) and Revised Anticipated Impacts(based on mitigation request)
Total Permitted Mitigation Provided by Additional Revised Total
Impact Type Impacts DMS per Issued Impact(for Impacts*
(feet/acre/sq ft) Permits(Credits) approval)
Stream(warm) 2,175.0 4,350.0 -9.0 2,166.0
Riparian Wetland 1.41 2.82 0.14 1.55
*Some of the additional impacts may be proposed to be mitigated at a 1:1 mitigation ratio.See permit application for details.DMS will
provide the amount of mitigation as determined by the regulatory agencies.
This mitigation acceptance letter replaces the mitigation acceptance letter issued on May 20,2018
and July 12,2019. DMS commits to implementing additional riparian 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. Also,the stream impacts associated with the
project are anticipated to decrease. The stream mitigation requirements for this project were debited at the time of
permit issuance. DMS will adjust the mitigation debits if necessary once the modified permits are issued and
received. If the above referenced impact amounts are revised,then this mitigation acceptance letter will no longer
be valid and a new mitigation acceptance letter will be required from DMS.
If you have any questions or need additional information,please contact Ms. Beth Harmon at 919-707-
8420.
Sincerely,
/ zeQ2 �Qit l�?,drL
James`D. Stanfill
DMS Asset Management Supervisor
cc: Mr.Monte Matthews,USACE—Raleigh Regulatory Field Office
Ms. Amy Chapman,Division of Water Resources,Wetlands/401 Unit
File: I-3 819B Additional
D_E QNORTH CRRCLINN
DoparYnant of Environmental Ruall
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

l STATE OF NORTH CAI' O JI A I N A MUD MIS aroncr rvDIRRNa wa
N,C. I-3819B'1J-6039 1
C� i°' _1 DIVISION OF HIGHWAYS 1:5 4
,r�� }T! AEGIN PRQJ1 GT S �,ti°� '° rr R 34192.1.2 s.40-2( P.E.00�� 13 Y A f r IMS-40-2(1241 P.E.
*' i 34192.3.2 WA DESIGN BUILD
itolf\ _ - . ,
'76,wiiikt .� . .6,..�1�, STATESVILLE IREDELL . COUNTY
410144 I]ir
E
t `g� LOCATION: I-40/I-77 INTERCHANGE INCLUDING I-40 FROM WEST OF
Viewil t = , -:_ 4P-' SR 2003 (RADIO RD.) TO SR 2158 (OLD MOCKSVILLE RD.) & I-77 FROM SOUTH OF
CYO ` lit iii v 111111k. I It SR 2321 (EAST BROAD ST.) TO SOUTH OF SR 2171 (JANE SOWERS RD.)
? I ` TYPE OF WORK: GRADING, DRAINAGE, PAVING, STRUCTURES,
�c. Etilk, 7
*40 ai- RETAINING WALLS, NOISE WALLS, AND TRAFFIC CONTROL
• • END PROJECT
Vance _BEGIN TIP PROJECT I-3819B
L yr
,,
�0- -L- STA. 7+83.00
Mrik�
• '
END SEGMENT "A"
$
VICINITYNord MAP BEGIN SEGMENT "B"
-Y N- STA.I75+00 �vQ INE:g41%
THIS PROJECT IS WITHIN THE MUNICIPAL �\--4'� tf
Pidliii BOUNDARIES OF THE CITY OF STATESVILLE ,3 \ .cv
AND THE TOWNSHIP OF BETHANY 9. 'I'. V,)- 1 f • �. END CONSTRUCTION
�, LO l ��5 �,.1I -Y- POT STA. 205+00.00 ,�Q�O
BEGIN SEGMENT "�4" ' t , -,
50 25 0 100 2 0 ala
END SEGMENT "B" '� �
b ktVilil — STA. 92+00 -YRPB- SITF #27
-LGD' `` l WETLAND AND SURFACE WATER IMPACT PERMITS
1 50 0 200 400 �� aR rD �a
SITE #13 DATE:November 2,2020
ff�� -IRPCA-
DVERSIZED PLANS SITE Y � ��//. (Note:The sites highlighted in RED
SCALE VARIES SITE #3 *i aj411P f�� -YRPA- are modified in this submittal.)
lilitu �1 SITE v- LIB $Niir `� .4 10� -YRPB�
INSETS -YJasITE #6 taw:trs �, - -•-..- SITE #10#1
L. BEGIN SEGMENT "A" Al .s / w{ '"� 51 isCAAc- END SEGMENT "A"
N END SEGMENT "B" - . . . SITE#24 4( sa#B ,� BEGIN SEGMENT "B"
E -Y S- STA.Ill+00 $ T� jot+ 3 SITE 3 -L- STA.178+50
L SITE #21 �. y� 517E #26 -YRPD ` 1g8
'v SITE #20 �*a SITE #25 `s ii 44 gR0(''1L5� .•
a-, SITE 1123 SITE �28 ./15' I4 g�
SITE #18 �$ r� 31 %,, r OW 4 71. �#
BEGIN SEGMENT "B" SITE al! �ob 1+ END TIP PROJECT I-3819Bwir miH`
M �� " U STA.219+50.00
N Y S— STA.25+00.09 "fo i - ,tea.
M CLEARING ON THIS PROJECT SHALL BE PERFORMED �� �slrE #22 .�y , r�� IF litillv
�; "4 TO THE LIMITS ESTABLISHED BY METHOD III. ,tip` ' SITE #19 To
D ` v THIS IS A CONTROLLED ACCESS PROJECT Q�,� + SITE #16 U-6039ilfr �l�'�r
3 ON WITH ACCESS BEING LIMITED TO INTERCHANGES , SITE #15 NO IMPACTS N &•4 4 LANE
L •O
o SITE #14
Y INCOMPLETE PLANS
(No DO NOT MR FOR It/W Accurst I°N
DESIGN DATA Prepared In the Office°f: HYDRAULICS ENGINEER DIVISION OF HIGHWAYS
°� • • GRAPHIC SCALES 1-40 1-77 PROJECT LENGTH WSP STATE OF NORTH CAROLINA
EII1001 Morehead S uare Dr.,Suite 610, Charlotte,NC 28203
o ADT 2018 = 57,300 62,900 °NC LIC NO.F-0165
°' LENGTH ROADWAY TIP PROJECT I-3819B 3.885
o ADT 2040 = 72,500 77,500 2018 STANDARD SPECIFICATIONS
141 DHV = 5,800 6,200 LENGTH STRUCTURES TIP PROJECT I-3819B = _0.124 P.E.
( 'nil --‘1)
5ta SEE ABOVE D = 55 % 55 % SIGNATURE:
RIGHT OF WAY DATE: CHRISTOPHER D. DAVIS,P.E_
o * °/o ** TOTAL LENGTH OF TIP PROJECT I-3819B = 4.009 PROJECT ENGINEER ROADWAY DESIGN ‘4:5'N1/#,N.
O T = 16 /0 19 OCTOBFR 3f� MRRENGINEER
•
+ V = 60 MPH 60 MPH
3
o 2. ig
* TTST 13 + DUAL 3 (1-40) LETTING DATE: ERIC W. SECKINGER,P.E.
(N OL� ** TTST 16 + DUAL 3 (1-77) TOCTOBER 30,2018 J PROJECT DESIGN ENGINEER
ci_
��SSti�Jt CLASSIFICATION: INTERSTATE �h SIGNATURE: . J.. STATE HIGHWAY DESIGN ENGINEER PE J1

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DETAIL 4 -I DETAIL 32 SITE #3 INSET I xc c c o.r-RIBS o
ENERGY DISSIPATOR BASIN
PIPE OUTLET CHANNEL STABILIZATION -e 344 -rRPo?- RIP-RAPPEDNO //e/ DENOTES FILL IN ENGNE6 FNO1NEP
I Nolto Scala) Pl Sia 33'43.8, es Ste 33'41.9. es Ste 34'48.9. PI Sta 34'17.0. es Sis 57'46.J1 PI Sia 558'350' es Ste)58+3520 f SECTION criuv irysEn o4O m ucrv°Tw°To y WETLAND
Natural Bed 0=B'29'43%ILTI Bs=Z34419' Bs=257'489' t1=2l9'/10'lRTI Bs=257'489 t1=185 48'350'(LT)Bs=457'OB.4 -
Elemtian �eaw —1'— D 1.54355. Ls=50Lq' Ls=240.0Y D=22glar Ls=240.L0' 0 55z41T Cs=144Ad _ 'A
amI L=444b2 LT=180AZ LT=I60Ar L=94AlY LT=I60Ar L=2b4326' LT=96A4 .«S., "O ,Row. DENOTES MECHANIZED
or... mu T-22282' ST=9002' ST-8002' T=4700 ST-8002' T-52740.87' ST=48.03' "°a• s"p ov Avw o NAnrAS cwNNU WimN. a e a s CLEARING
Ground SE-05 SE=06�� SE sax" ro
Ds 60 MPH Os 60 MPH as=so MPH _ ® .lil�I a"a " ror °'""'° ��z/*tea e" DENOTES IMPACTS IN Z
$ r�r 1 ���`w 1� '/j// SURFACE WATER 7
v k PI sia 235+9232 Pls Sta 239+2099 Pls SYa 246+30J1 Pl SYa 24]+6I9O Pls Sia 30+68J0 Pl Sto 34+2403 Pls Slo 37+6624 f� ' au,Laa •'•e=• - (j
Channel Bed c. 0=r54'59T(LTl Bs=f54'355' Ls
D-23r31.5rRT1 L =534'385'D=28'05'2/%!RT)es=0ee le.T , // UNLESS u.SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
LeneR'- 22 Ivanablel 0=f5.34' Ls=20000' Ls=16002 L=03.60' % Ls=14674' D=53.98 Ls= 00.00' — en ===,= 7.••'•:••'•5••!••'•P•:: j/IX DENOTES TEMPORARY U
H.
L=52534 LT 13334 LT=I600z L=lo3ba v=r4574 L=ss396' Ls=200AO / IMPACTS IN SURFACE WATER Z
Type of Liner= CL 1 Rip-Rap-Raved-In(No Geaewile) T=26334' ST-6667' ST=8002' T=5l6/' °—"`L_ 5E._u
R=3LOON' R=2330.00' ST=73.40 T=282b8' LT=I292Z i—� BALFnAx
-YRPC-STA.16+04 RT SE-05 SE=06 R=1J3DA0' ST=7090' 's '?5 4 7 J
II N ��TTpp 9y� [pp�� EXCEL REALTY TRUST--NC 05 60 MPH DS=60 MPH =EXISM-TP.0.061 -� + �_�_�_�_�_I
DEPAfrf, TRiP641IBQsTlf�t1;IRB F -YLPC- -�, .�,. GRAPHIC SCALE-INSET
.Norm swE Ply sia 11+9897 PI Sta 18+4408 Pls Sla 24+80.77
— Bs-1548'ZOb' t1 23Z 10'52.P rRTI Bs-I548'20% P j l I ,,- •.•.4 S ■_,
.�i'C�'R : sr=1s6372, Ds 302MPH sr=ssiz �r I -_ ., .... , \ �11/
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Ls 1'5'46 D 232'125% Ls-160A0' �` L
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„ Iag is\ --.J 9,5'. 125 1 129 /,' /0
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DETAIL 20 PREFORMED SCOUR HOLL : p5' 1 1�% /°° / / / •} Y/#14110.. Z;l1
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jI Fad'® I � w,,,��r .,�-� —`.� \ • ♦ ��i�`
6� +'I I 11 STANDARD REINFORCED � Ij� ��'
10 „o,.,„ —lawna�iuia .�� �al■e�.�.. � ffo�•,,, �' ;\�j l ®fl SOIL SLOPE (RSS) v�/#IGkI — �E��'�''�' `"Gi•�� ?1
"ETANBParr,I ,xaNN„ :j •1:la4l!ip.:::. \ \` � I. / 6`� �0 GROUNDWATER POR�1.5:� �� �� ���� � I
wD ;b- v R�� ,,. , VA a d� WF *�4, 0jG/�I����.�,�����
we n:._ aN, \I S ``o\ iptr �a01'a I \\'k n � * Aof- * 96..,♦• .''♦�♦ ♦'. \\
Pl Sia 113+91b9 Pint,,121+7406 Pl Sta 72460.46 PI Sta 81+2521 ,� ,,, ■■I pi�\�p�� - +� �;��� ������� C
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D-O.20'133' D O'20'l33' D o2(Y185 D 04z07% qI !ll��� � � /
L-782.37' L 78237' L T7906' L 73159' 4ik4■`°a �\'\•t%_ SITE 3 f ,- �� 0\11...:_,
T 39126' T 3NC T 389b(r
%
SE n .00' SE=R .W' £=NC28A0' SE_8J60L19' .•. / 1 �„L \��4. Y' •
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, �\\� • p7 \ ��� • .._„ - .� PIPE OUTLET NEL CD C
—� -LCDEe YRPAC rRPc ,A.V r \I `�,� �,._ - \ \\ WATER AC1I .t S`I STABILIZATION\
2 sto,v378 PI SYs] sy, Plsto s8+749, pl 5fa 151433 ix Sfa/5+5995 / W/CLASS 1 RIPRA' .
0 220082'n o 238'18.5. D=6.52'417' Rn Ls 45rD6.4 •' 'kC, %\ \\ ` t SEE DETAIL 4
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L ]8569' L 779.0N 59E L 1b9258 L SII9Z LT 96D4' • so .'` i�1�1 ° - \\
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R I7A7200' R I6928LV' R=833.00' R=833AY nvs - INIC
SE=NC SE=NC SE=LK SE=06 '''iYe'/ Olainfaikr 1� ��. -
OE=N MPH 05=60 MPH DS=50 MPH OS-50 MPH - WF s I \ bot \ '
PB
DENOTES FILL IN YRPCA
F �// WETLAND PI SYa 25+4952 ` Pl Sia 29+749/Pls Sia 3/+6693 _ - � \1 1
//// / \\ p-39 2'30.4lRT) B =3.35'l4A es-457'08.4 5 \ ' \�E1®
0=458'56.5 Ls-14400, Ls 144AY Nk,
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sE=06 a��' , \ .',iyQQ 4t a } • DS=50 MPH / , 2
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FILL IN WETLAND �\ - L 2
DENOTES IMPACTS IN \ i I1 �1 X �
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SURFACE WATER \\\\ \ \ / Q
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$ /�// DENOTES TEMPORARY \e s, \' A. \`� �, y - 90�� DESIGNED ,�� �W"� `
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DETAIL 3z SITE #3 xc a c o.r-R1Ms
DETAIL 4 ` '��„111r�l„i'-1„�"L NFRGY DISSIPATOR BASIN
PIPE OUTLET CHANNEL STABILIZATION DENOTES FILL IN ENGNE6 FNO1NEP
I Notts Scale) ea Pl SYC 334+B:��P Sto��'L �.r SYo 344 �"� 3F�9 - A SECTION iaus x nsF o""a m ucrv.x..o //� WETLAND
NaNral Bed 0 2943=1LT1 BS 234'4l• 25] r4
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Pl- P1s 6ro 23s+2os9 1s sra ,1 ,J10
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Channel Bed 10 59T(L Vi'r 54'355' Bs 2.57 3f "••.3 Pl to34+240 / Sto 3] // LIMESR ALL DOCUMENT 1OT
OMATBREE COMPLETED
4 = - 4'389 2805'2: 0'20''
knell' zz I=bel ° T54'3 Ls-2000a Ls=240 �.gf, • 22oca . 504'1 m ,e./" ► "• MOM """"" r x 7 \ DENOTES TEMPORARY u
H 52s,• LT=/333C Lr=/so 2 E i 14614' 55:ff Ls f P •1 / IMPACTS IN SURFACE WATER Z
Type of Lner CL 1 Rip-Rap Keyed In(No Geaew le) i T 34' ST 666/' ST=BO 2 "
R 3:"•,. F """ C T3.40 :208' LT 1292
YRPC-STA.16+04 RT mir
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Suite 610, Charlotte, NC 28203 /-38/9B //A
NC LIC NO.F-0165 RAY SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
TEMPORARY IMPACTS IN
SURFACE WATER
rSH / '* Lk *
)ETAIL 27 �.t t ♦•A . C NNEL BLOCK \ DOCUMENT NOT CONSIDERED FINAL
/ SE DETAIL 65 \ UNLESS ALL SIGNATURES COMPLETED
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Suite 610, Charlotte, NC 28203 /-3819B //A
NC LIC NO.F-0165 RAY SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
TEMPORARY IMPACTS IN
SURFACE WATER
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rETAIL 2 .: C BLOCPc
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N X N I ) 1001 Morehead Square Dr.
ite 610, Charlotte, NC 28203 /-38/9B //B
NC LIC NO.F-0165 RAY SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
L *,%/• / DETAIL 71
i SK( .
CHANNEL REPLACING EX. CULVERT
co (Not to Scale)
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SEE DETAIL 12 N.- W I �5' at 1 /Ft. SLOPE PROTECTION
CLASS II RIPRAP TO EL. 797.0
�� �� III //' ,, ON BANKS ��� GEOTEXTILE
CLASS II RIPRAP 10 ON BANKS ONLY
/ 011 ,041
Or CLASS 2 RIP RAP � � EMBEDDED ON BOTTOM
AT EMBANKME \� >c.� NO GEOTEXTILE
• �� 7)t -L- STA. 149+36
► EE DETAIL, { DETAIL 13
1:440,7:ititrirtimilt,":44:14,4itiszortzt:r.rtera,aii.,
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EXISTING p. 1)CHANNEL BLOCK SHALL BF INSTALLED IN ACCORDANCE WITH THE
- COMPACTED
CHANNEL
PROJECT SPECIFICATIONS.
In =L CHANGE w/ V in rb"� " DETAIL 65 '4*HI \ E INTERF TNEEN E%ISTING
3)BLOCx SHOULD BF INSTALLED AT TN ACE BE
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& CL 2 RIPRAP --- ---• M O)BOTTOM OF BLOCK ENOULO BE A MINIMUM'BEYOND
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m _ •/• ,� '�" ' ' �,' REMO HW -*gap LP,FLIS�.IXIIP:••F•FlP FP•P ACCES T� OF EXISTING CHANNEL PLAN VIEW WITH
11
EXISTING GTPEAM CHANNEL.
ti 11111111111111 1 1• �� fi)INSTALL EROS[ON CONTROL MATTING ANO SEED IN ACCORDANCE
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CL
t LOAD NOT TO SCALE THE ENGINEER.
F ' CHANN 'EPLACING SEI
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6 I CONC 0 •SSFII RIPRAP .
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" N I 1001 Morehead Square Dr., PROJECT REFERENCE NO. SHEET NO.
Suite 610, Charlotte, NC 28203 38/9B //B
NC LIC NO.F-0165 RAY SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
•
DETAIL 71
mh �/� / / �� CHANNEL REPLACING EX. CULVERT
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• �� 1 .- / 4
ON SBANKSRAP TO EL. 797.0
t ✓ �<—> - GEOTEXTILE
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4 RI' EMBEDDED ON BOTTOM
`/ /. ' w N I/ '., 9 NO GEOTEXTILE
" `/ f -L- STA. 149+36
r►A • ;�� ►��a' ** .� E ►►E �;� I , DETAIL 13
410; :�.`%iZ. :.-r s � /�i'i4'1,� RIP RAP No EMBANKMENT
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_ ( F\ / DETAIL 65 NEW sTREAMBnxK BACKFI TED s,
—� -_-/��/I �'-' , � ����mi �I 4- ,_ SHALL BE TREATED B'Min. 1' 10' FINISH GRPOE
��j,���'��,I // .��?-� '~� -� I \yf� EX AS SPECIFIED IN PLANS
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HANNEL BLOCK 01
�' � itattillti � ` ? I At
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��1/' ~I��� 1 ♦ PROJECT SPECIFICATIONS.
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T7 I CHANGE W � � gl,-1-i tr _,1��% '�/ .;P 3)BOTTOM OF BLOCK SHOULD BE A MINIMUM OF 2.0'BELOW THE INVERT
i1 v - �/� P,P I L HP pi EXTEND CHANNEL BLOCK t� OF TxE Ex[STING CHANNEL.
& CL 2 RIP' P � �--•, � ••, `� / '�'�,., .....
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lailag`ifil�► 9f REMO ' HW -s__ ,F,,�LP
/�� �!�;. I;,� ti "l�//�.GA�y, � / E,P P ,F►07,9�R' �p��P��T OF E%IBTING CHANNEL PLAN VIEW INSTALLG EROSION
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L 98 "S I ` PROJECT REFERENCE NO. SHEET NO.
I ]00] Morehead Square Dr., q 0 PIPE OUTLET CHANNEL
Suite 610, Charlotte, NC 28203 & MA. STABILIZATION SO /-38/98 /5
PIPE OUTLET CHANINELL STABILIZATION NC LIC NO.F-0165 IRREVOCABLE LIVINOA RUE LL �E SEE•DETAILIR9:, C R�.-° O RAN SHEET NO.
e ROADWAY DESIGN HYDRAULICS
eiewl°° /J(/// 27 NS SExIssIN ENGINEER ENGINEER
///// Illit loot. • 42"RCP II�ro a DENOTES TEMPORARY 101 p jGB wMH
'" IMPACTS IN SURFACE WATER �,:$�,��_�� I
Cb°nnel Bed -e
Length= 10 F. IV°nablel /�/ I�/
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-Y15RP8-STA.24+00 LT
1: /
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NOTE: PER COMMENTS RECEIVED FROM NCDOT ON 10/16r10, JS LINES HAVE BEEN MODIFIED ALONG " 1001 Morehead Square Dr.
� I Safi¢ 610, Charlotte, NC 28203, PROJECT REFERENCE NO.
SHEET NO.1-38198 I9A
SITES 21, 22, AND 23 TO FOLLOW THE SURVEYED TOPOGRAPHY. NO RIPRAP WILL BE PLACED IN NC LIC NO. F-0165 RAY SHEET NO. -_
THE STREAM BED ALONG AREAS OF BANK STABILIZATION. ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
DETAIL 13
RIP RAP AT EMBANKMENT
(Nell°5c°le)
10'm
Dikh ,,0'min. Z•
Givde
INSET TEMPORARY IMPACTS IN
SURFACE WATER GEOTEXTILE
Type of Liner= Class 2 Rip-Rap
CLASS RIP RAPCULVERT CHANNEL -Y-S-STA.69+50 LT
•
AT EMBA • MENT IMPROVEMENTS DETAIL 51 DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEE DE IL 13 SEE DETAIL 52 CHANNELio CHANGE
NNEL CHANGE z NPNmI b F.
CLA 1 RIPRAP CO Groond d �:) D 19F Slop
EE DETAIL 51 w A CLASS II RIP RAP ,en`�o'nnly) Min.D= 1.5 FT.
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S tie4Vh� N.3 DETAIL 52
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_ Imovi, �� �� �LOGAII %1!. I�kO► �W NATURAL GROUND (Nollo Scale)
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p Mxx.of z.o e5rox0 IxvERT Flow "�
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NC GRID NAD 8
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1 50 25 0 50 100
o IMPACTS IN `��
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0 US)

PROJECT REFERENCE NO. SHEET NO.
NOTE: PER COMMENTS RECEIVED FROM NCDOT ON 10/I6l20, JS LINES HAVE BEEN MODIFIED ALONG " 1001 Morehead Square Dr.
� I Suite 610, Charlotte, NC 28203, 38/98 I9A
SITES 21, 22, AND 23 TO FOLLOW THE SURVEYED TOPOGRAPHY. NO RIPRAP WILL BE PLACED IN NC LIC NO.F-0165 RAN SHEET NO.
THE STREAM BED ALONG AREAS OF BANK STABILIZATION. — AY
DETAIL 13 ROAEN IN ER DESIGN HYDRAULICS
RIP RAP AT EMBANKMENT
(N0f le Scolel
10'm
Geode
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SURFACE WATER GEOTEXTILE
Type of Liner= Class 2 Ria-Rap
C RIP RAP \1 ULVERT CH NNEL -Y-S-STA.69+50 LT
DOCUMENT NOT CONSIDERED FINAL
EMBA • MEN 11 IMPROVE S DETAIL 51 UNLESS ALL SIGNATURES COMPLETED
CHANNEL CHANGE
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. 4 TEMPORARY IMPACTS IN 4 .� A H NATURAL GROUND
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DETAIL 65 NEW STREM BANK CKFILL 5'
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T E #2 2 ,� ' E P YS STA.94+40 RT
(RSS) W/1.5:1 SLOPE
\O> r I ,wii-, JST BOUILI TEON ANN• SITE #23
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NC GRID NAD 8395
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o GRAPHIC SCALE - INSETS
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PROJECT REFERENCE NO.
NOTE: PER COMMENTS RECEIVED FROM NCDOT ON 10/16/20, JS LINES HAVE BEEN MODIFIED ALONG SITES 21, 22, AND Suite 6/0, Charlotte, NC 28203, SHEET NO.
38/98 /98
23 TO FOLLOW THE SURVEYED TOPOGRAPHY. NO RIPRAP WILL BE PLACED IN THE STREAM BED ALONG AREAS OF NC Lrc NO.F-0165 RAY SHEET NO. --
INSET BANK STABILIZATION. ROAAY DES
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INSET SEE DETAIL 91
24' C&G 1 ;/ W/CLASS II RIPRAP
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VARIABLE WIDTH BENCH 0-4 @ 12:1 DETAIL 53 DETAIL 91
0-4'@ 12:1 Sheet Pile CHANNEL CHANGE BANK STABILIZATION
EXCAVATION Wall (Not to Scale) (Not to Scale)
NATURAL GROUND
y1 Proposed
N. I Fill Slope Natural
U — 2 of Sheer Pile
. 1'ON t rkt. CLASS II RIPRAP
wall Ground
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(TYP)
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M
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PROJECT REFERENCE NO. SHEET NO.
NOTE: PER COMMENTS RECEIVED FROM NCDOT ON 10/16/20, JS LINES HAVE BEEN MODIFIED ALONG SITES 21, 22, AND Suite 610, Charlotte, NC 28203, 38/98 /98
23 TO FOLLOW THE SURVEYED TOPOGRAPHY. NO RIPRAP WILL BE PLACED IN THE STREAM BED ALONG AREAS OF NC Lrc NO.F-0165 RAY SHEET NO. __
INSET BANK STABILIZATION. ROAAY DES
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INSET SEE DETAIL 91
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m 1'9Tt. 12-14' wall Ground
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a D = 4°30'00.0" D = 19°45'00.0" D = 1/°30'00.0" D = 0°10'28.9"
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NC LIC NO. F-0165 RAN SHEET NO.
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Suite 610, Charlotte, NC 28203 /-5819B 20A
NC LIC NO. F-0165 RhV SHEET NO.
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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ENGINEER ENGINEER
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WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 Site 1 Eliminated
2 14+00 -21+50-YRPCA- Roadway Fill 0.32 0.09
2 16+70 - 21+50-YRPCA- Bridge/Stream Bank Stabilization** 0.02 0.62 0.02 < 0.01 < 0.01 42 20
3 15+75-YRPC- Roadway Fill < 0.01 0.01 0.02 < 0.01 206 10
4 24+00-YRPC- Roadway Fill 0.02
5 70+00 - 76+25 -YRPAC- Bridge** 0.03 1.81 0.05
5 72+70 - 74+50 -YRPAC- Construction Access 0.23 0.02 77
6 121+50-Y LT- Stream Bank Stabilization < 0.01 < 0.01 12 20
7 120+90-Y RT- Stream Bank Stabilization < 0.01 < 0.01 12 20
8 19+00-YRPDB- Roadway Fill < 0.01 < 0.01
9 28+50 - 34+00-YRPAC- Roadway Fill 0.40 0.08 0.07 < 0.01 747 10
9A 28+10 - 28+30-YRPAC- Construction Access 0.01 50
10 28+00-YRPAC- Stream Bank Stabilization < 0.01 < 0.01 25 20
11 27+50 - 26+50-YRPAC Roadway Fill 0.19 0.02
12 149+00-150+00-L- Bridge < 0.01 0.01 10 54
13 167+00-Y RT- Stream Bed Stabilization < 0.01 17
13 167+00-Y RT- Stream Bank Stabilization < 0.01 < 0.01 44 10
14 28+50-Y- Stream Bed Stabilization < 0.01 < 0.01 17 10
15 33+75-Y- Stream Bank Stabilization < 0.01 < 0.01 11 20
16 37+10-37+20-Y- 54" RCP Extension < 0.01 15
16 35+90-37+10-Y- Stream Bed Stabilization < 0.01 < 0.01 98 10
17 37+70-37+80-Y- 54" RCP Extension < 0.01 20
17 37+80-38+50-Y- Stream Bed Stabilization 0.01 < 0.01 94 14
18 47+50-Y- 54" RCP Extension < 0.01 39
SHEET 66 SUBTOTALS*: 0.97 2.66 0.00 0.29 0.00 0.16 0.07 1409 345 0.00
*Rounded totals are sum of actual impacts for sites listed on Sheet 66. See Sheet 67 for project total.
**Temporary fill in wetlands includes impacts previously classified as hand clearing, changed per NCDEQ comment (matting for
construction access)
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
11/02/2020
IREDELL
TIP NO. I-3819B
WBS NO.
Revised 2018 Feb SHEET 66 OF 67

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
18 47+50-Y- Stream Bed Stabilization < 0.01 < 0.01 33 10
19 46+00-Y- Roadway Fill < 0.01 34
20 68+50-Y- New Channel < 0.01 < 0.01 13 10
20 68+50-Y- Roadway Fill < 0.01 48
21 70+20-Y- 3@9'X11" RCBC Extension 0.02 39
21 69+20-70+20-Y- Stream Bed Stabilization 0.08 < 0.01 137 21
22 71+30-71+90-Y- 3@9'X11" RCBC Extension 0.02 45
22 71+90-72+89-Y- Stream Bed Stabilization 0.08 160
22 72+89-75+10-Y- New Channel 0.08 225
22 75+10-84+00-Y- Stream Bank Stabilization 0.34 901
22 83+59-83+85-Y- Stream Bed Stabilization < 0.01 25
23 87+70-Y- Roadway Fill < 0.01 33
24 93+75-Y- 66" RCP Extension < 0.01 < 0.01 49 10
25 94+50-Y- 66" RCP Extension < 0.01 10
25 94+50-Y- Stream Bed Stabilization < 0.01 < 0.01 21 21
26 116+70-120+10-Y- Roadway Fill 0.09 0.04
27 210+00-Y- 60" RCP Extension < 0.01 29
27 210+00-Y- Stream Bed Stabilization < 0.01 < 0.01 19 10
28 24+00-Y15RPB- Stream Bed Stabilization < 0.01 < 0.01 16 11
SHEET 66 SUBTOTAL 0.97 2.66 0.00 0.29 0.00 0.16 0.07 1409 345 0.00
SHEET 67 SUBTOTAL 0.09 0.00 0.00 0.04 0.00 0.67 0.03 1804 126 0.00
PROJECT TOTALS*: 1.06 2.66 0.00 0.33 0.00 0.83 0.10 3213 471 0.00
*Rounded totals are sum of actual impacts for entire project area
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
11/02/2020
IREDELL
TIP NO. I-3819B
WBS NO.
Revised 2018 Feb SHEET 67 OF 67

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2, ®.\,;."
I � 84 `'°" 00 R 3z, TYPE OF WORK: GRADING,DRAINAGE, PAVING, STRUCTURES,
Natolk .?!„,, 40
• • END PROJECT" - RETAINING WALLS, NOISE WALLS, AND TRAFFIC CONTROL
�� L i Vance BEGIN TIP PROJECT I-3819B
V >y /�\
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OBEGIN SEGMENT "B" '`b�
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THIS PROJECT IS WITHIN THE MUNICIPAL - o,,-S" 0
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AND THE TOWNSHIP OF BETHANY R ti''. V ti> ii END CONSTRUCTION /`Q
�/-.0 r 4c� ti i ,11�� -Y- POT STA. 205+00.00 ��
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END SEGMENT "B" t1`.� ti
42
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LCDWB- /%i '
-LCDEB- �- \ WETLAND AND SURFACE WATER IMPACT PERMITS
100 5k 15 0 200
00I
4 0 �ki..., 45. �b �/
OVERSIZED PLANS �Ip -YRPCA- DATE:Nov.2,2o20
-YRPC- (Note:The sites highlighted in RED
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SCALE VARIES ,�`♦ A \ -YRPBD-
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END SEGMENT "B" E BROR nazi �. �� BEGIN SEGMENT "B"
-Y S- STA. +00 9D sT yr 40
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• • GRAPHIC SCALES 1-40 1-77 PROJECT LENGTH WSP STATE OF NORTH CAROLINA
1001 Morehead Square Dr., Suite 610, Charlotte,NC 28203
0
ADT 2018 = 57,300 62,900 Nc z1c NO.F-0165 of xoetp
`o ADT 2040 = 72,500 77,500 LENGTH ROADWAY TIP PROJECT I-3819B = 3.885 p10 c,''
2018 STANDARD SPECIFICATIONS a
a DHV = 5,800 6,200 LENGTH STRUCTURES TIP PROJECT I-3819B = 0.124 `S
a P.E.
a �\ SEE ABOVE D = 55 % 55 % SIGNATURE. } o`
07 % % ** TOTAL LENGTH OF TIP PROJECT I-3819B = 4.009 RIGHT OF WAY DATE: CHRISTORPH�EREN DAVIS,P.E. ROADWAY DESIGN `�e f .`�'
O T = 16 19 OCTOBER 30,2018 +'r o�
.39 ENGINEER oR TR�ws
V = 60 MPH 60 MPH
2U? **TTST 13 + DUAL 3 (1-40) LETTING DATE: ERIC W. SECKINGER, P.E.
L1 TTST 16 + DUAL 3 (1-77)
OCTOBER 30,2018 PROJECT DESIGN ENGINEER
a
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JL STATE HIGHWAY DESIGN ENGINEER

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LANE XX N I ) PROJECT REFERENCE NO. SHEET NO.
I-3819B 22A
RAY SHEET NO.
ROADWAY DESIGN HYDRAULICS
SITE U-2 INSET ENGINEER ENGINEER
J, k
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PERMIT PLANS
,
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EXISTING TOWER
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GRAPHIC SCALE - INSETS

LANE "N I PROJECT REFERENCE NO. SHEET NO.
1-38/98 22A
RAY SHEET NO.
SITE U 2 INSET ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
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U
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IuI11� ��
GRAPHIC SCALE - INSETS

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
U-1 31+50-YRPD- Utility 0.02
U-2 75+00-YRPAC-** Utility < 0.01 0.25 0.02
U-3 18+92-YRPDB- Utility < 0.01
U-4 91+00-Y_S- Utility 0.14
TOTALS*: < 0.01 0.27 0.16 < 0.01
*Rounded totals are sum of actual impacts for entire project area
**Permanent Impact from a single 5 ft diameter monopole foundation for new transmission tower location.
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
11/02/2020
IREDELL
TIP NO. I-3819B
WBS NO.
Revised 2018 Feb SHEET 8 OF 8

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m es = 2'59'59.9" D = 2°59'59.2" Ls = 200.00' D = 9°32'57.5" 455.98 / /IG B°p / v
Q Ls = 200.00' L = 345.68' LT = /33.35' L = 383.83' IE TO Isr.P,kJc_ s\C;',/
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LT = 123.95' T = 173.3/' ST = 66.68' T = 198.74' 0 we eE / / 4"? N /// * * _
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0_ Pls Sta 12+0/.6/ PI Sta 14+95.94 Pls Sta 17+88.82 PI Sta 2/4+8/.5/ Pls Sta 225+30.99 / a 1 k / / / / �// /
Es = 2°29'28.0" A = 11°18'24.2"(RT) 6s = 2°29'28.0" A = 9°39'55.0"(LT) 6s = 0°29'26.0" / //// /
j Ls = 200.00' D = 2°29'28.0" Ls = 200.00' D = 0°29'26,0" Ls = 200.00' Q ( ) / I l l/1/
m� LT = /33.35' L = 453.88' LT = 133.35' L = 1,970.3/' LT = 133.33' k ��l/
e ST = 66.68' T 227.68' ST = 66.68' T = 987.50' ST = 66.6T SEE SHEET 44,45 FOR-L-(LT)PROFILE / " / / /// /*
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