20190214 Ver 4_401 Application_20211019

sy
STAT
Staff Review Form
NORTH CAROLINA
Envlronm¢ntcl Qvoray
Updated September 4,2020
Staff Review
Does this application have all the attachments needed to accept it into the review process?*
Yes No
ID#* Version* 4
20190214
Is this project a public transportation project?* Yes
No
Is this a DOT Yes No
project?*
Reviewer List:* Hannah Sprinkle:eads\hhsprinkle
Select Reviewing Office:* Wilmington Regional Office-[phone]
Does this project require a request for payment to be sent?*
Yes
No

Project Submittal Form
Please note:fields marked with a red asterisk *below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type:* For the Record Only(Courtesy Copy)
New Project
Modification/New Project with Existing ID
More Information Response
Other Agency Comments
Pre-Application Submittal
Re-Issuance\Renewal Request
Stream or Buffer Appeal
Pre-Filing Meeting Information
***Pre-Filing meeting request information is not needed for this project.
Project Contact Information
......................................................................................................................................................................................................................................................................................................................................................................................................
Name: Deanna Riffey
Who is submitting the information?
Email Address: [e-mail]
Project Information
......................................................................................................................................................................................................................................................................................................................................................................................................
Existing ID#: Existing Version:
20190214 2
20170001(no dashes) 1
Project Name: Widening of 1-95 to Eight lanes from South of SR 1832(Murphy Road—Exit 56)to
South of SR 1811 (Bud Hawkins Road—Exit 70)
Is this a public transportation project?
Yes
No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes No Unknown
TIP#: WBS#:
I-5986A 47532.3.2
(Applies to DOT projects only)
County(ies)
Cumberland

Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach document
I-5986A Individual Modification October 19 2021
12.85MB
Cumberland.pdf
Only pdf or kmz files are accepted.
Describe the attachments or
comments:
Permit modification request(cover letter, DMS acceptance,revised permit drawings)
Sign and Submit
By checking the box and signing box below, I certify that:
• I,the project proponent, hereby certifies that all information contained herein is true,accurate,and complete to the
best of my knowledge and belief.
• I,the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
• I agree that submission of this online form is a"transaction"subject to Chapter 66,Article 40 of the NC General
Statutes(the"Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66,Article 40 of the NC General
Statutes(the"Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature;AND
• I intend to electronically sign and submit the online form.
Signature:
104 C MrCILAk+ . 11/
Submittal Date: 10/19/2021
Is filled in automatically.

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER J. ERIC BOYETTE
GOVERNOR SECRETARY

MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
ENVIRONMENTAL ANALYSIS UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598

TELEPHONE: [phone]
FAX: [phone]

WEBSITE: NCDOT.GOV

LOCATION:
CENTURY CENTER, BUILDING A
1000 BIRCH RIDGE DRIVE
RALEIGH NC, 27610-4328

October 19, 2021

U.S. Army Corps of Engineers
Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403

Attn: Liz Hair
Regulatory Project Manager

Subject: Modification Request for Section 404 Individual Permit, Section 401 Water Quality
Certification and Neuse Riparian Buffer Authorization for the Widening of I-95 to Eight
lanes from South of SR 1832 (Murphy Road – Exit 56) to South of SR 1811 (Bud Hawkins
Road – Exit 70), in Cumberland County, STIP No. I-5986A. Debit $575 from WBS
47532.3.2.

References: USACE Section 404 Authorization SAW-2018-02276, Corps Modification #1, issued
November 24, 2020
NCDWR Water Quality Certification Number 20190214 V2 and Neuse River Riparian
Buffer Authorization, issued November 6, 2020

Dear Ms. Hair:

As you are aware, the North Carolina Department of Transportation (NCDOT) is constructing the Subject
Project in accordance with referenced federal and state permits. As noted in the September 2, 2020,
Permit Modification request and as referenced in the Permit Drawings Review Meeting (Merger 4C) on
May 13, 2020, the final design for replacing the reinforced concrete box culvert (RCBC) conveying Reese
Creek under I-95 and Murphy Road with bridges was not complete and would subsequently require a
permit modification.

An approximate construction footprint and the associated jurisdictional impacts were included in the
original application. However, as the bridge design has progressed, the center line alignment had to
slightly increase to provide additional clearance, which resulted in changes in the surrounding alignments
and more impacts than anticipated. In addition, the jurisdictional delineations were not complete along
Murphy Road during the initial modification request submittal, resulting in impacts that were heretofore
unknown (new impact Site 57). The impact types are detailed in the provided summary tables and the
overall changes at each site are provided below. There are no changes in impacts due to utilities.

The right-of-way (ROW) was adjusted from the time of the original application that has resulted in surface
water impacts to two ponds, PH and PI. There were no previous impacts to these ponds, so they have
been incorporated into Site 30 and summarized below.

Site 1.
• 0.001 acre decrease in temporary surface water impacts

Site 2.
• 0.101 acre increase in permanent fill in wetlands.
• 0.001 acre decrease in temporary fill in wetlands
• 0.068 acre increase in mechanized clearing in wetlands
• 62 linear feet increase in permanent stream impacts
• 37 linear feet decrease in temporary stream impacts

Site 3.
• 0.071 acre increase in permanent fill in wetlands.
• 0.050 acre increase in temporary fill in wetlands
• 0.096 acre increase in mechanized clearing in wetlands
• 48 linear feet increase in temporary stream impacts

Site 4.
• 0.003 acre increase in permanent fill in wetlands.
• 0.002 acre decrease in temporary fill in wetlands
• 1 linear foot increase in temporary stream impacts

Site 30. These impacts are due to ROW adjustment
• 0.139 acre increase in permanent fill in surface waters (ponds)
• 0.104 acre increase in temporary fill in surface waters (ponds)

Site 57. This is a new impact site associated with the Reese Creek redesign.
• 0.226 acre in permanent fill in wetlands.
• 0.066 acre in temporary fill in wetlands
• 0.139 acre in mechanized clearing in wetlands
• 78 linear feet in temporary stream impacts

Summary of Impacts

The summary tables provided in the September 2, 2020, application package have been updated with the
additional impacts below. Impact numbers that have changed are in bold. The surface water impacts to
the ponds are included in the permit drawing impact tables only.

Revised Table 1. Summary of Water Resources Impacted
Section Design Stage
Proposed
LET
Total # of
Wetlands
Impacted**
Total # of
Streams
Impacted**
Buffer
Rule
Impact
(Y/N)
I-5986B - Section 1 (I-5877) Final FY 2019 6 8 No
I-5986B - Section 2 (I-5878) Preliminary* FY 2021 3 4 No
I-5986B - Section 3 (I-5883) Preliminary* FY 2021 8 9 No
I-5986B - Section 4
(Johnston County) Preliminary* FY 2021 6 6 Yes
I-5986A (Cumberland
County) Final FY 2019 51 16 No
Totals: 74 43
* Preliminary impacts were determined by measuring 25’ outside of preliminary slope stake limits.
** Features may be impacted at more than one Permit Site

Revised Table 2. I-5986 Summary of Wetland Impacts
Section
Design
Stage
Total Wetland
Impact Area (ac)
Impacts Requiring
Mitigation (ac)
I-5986B - Section 1 (I-5877) Final 1.351 1.351
I-5986B - Section 2 (I-5878) Preliminary* 1.811 1.811
I-5986B - Section 3 (I-5883) Preliminary* 0.915 0.915
I-5986B - Section 4 (Johnston County) Preliminary* 2.444 2.444
I-5986A (Cumberland County) Final** 13.138 13.138
Totals: 19.659 19.659
* Preliminary impacts were determined by measuring 25’ outside of preliminary slope stake limits.
** Permanent impact total only (fill, excavation, and mechanized clearing)

Revised Table 3. I-5986 Summary of Stream Impacts
Section
Design
Stage
Total Stream
Impact (lf)
Impacts Requiring
Mitigation (lf)
I-5986B - Section 1 (I-5877) Final 1,465 1,208
I-5986B - Section 2 (I-5878) Preliminary* 641 606
I-5986B - Section 3 (I-5883) Preliminary* 1,539 1,433
I-5986B - Section 4 (Johnston County) Preliminary* 923 859
I-5986A (Cumberland County) Final** 1,799 1,380
Totals: 6,367 5,486
* Preliminary impacts were determined by measuring 25’ outside of preliminary slope stake limits.
** Permanent impact total only (fill, structure/bank stabilization)

Revised Tables 19 and 20 summarize the updated impacts to jurisdictional water resources based on
this requested modification to I-5986A. Site numbers for each table correspond with the site numbers
shown on the permit drawings included with this modification request. The stream and wetland labels
correspond to the NRTRs as noted in the tables. As new Site 57 falls within the Black River Subbasin,
it has been added to the end of those impact sites (after Site 34).

Also included in Revised Table 19 are impacts to jurisdictional resources due to utility relocations. The
utility impacts are limited to hand clearing in wetlands associated with relocating aerial power lines at
six sites. These sites are noted with asterisks in Revised Table 19.

Revised Table 19. I-5986A Wetland Impacts
Permit
Drawing
Site
Number NRTR Label
Wetland
Type Impact Type
Permanent
Impacts
(ac)
Temporary
Impacts
(ac)
Mitigation
Required
Subbasin Upper Cape Fear (HUC 03030004)
2 WCB Riparian Fill, 66” WSP 0.103 0.028 Yes
2 WCB Riparian Mechanized
Clearing 0.068
2 WCC Riparian Fill, 66” RCP 0.001 0.009 Yes
3 WA Riparian Pipe Clean Out 0.003 No
3 WA Riparian Pipe Clean Out/
Roadway Fill 0.001 0.003 Yes
3 WA Riparian Mechanized
Clearing 0.048 Yes
3 WB Riparian Roadway Fill 0.067 Yes
3 WB Riparian Mechanized
Clearing 0.066 Yes
3 WA/WB Riparian RCBC Removal 0.003 0.044
3 WA Riparian Fill, 42" RCP 0.001 0.012 Yes
4 WA Riparian Fill, 36" WSP 0.005 0.025 Yes
4 WC Riparian Fill, 36" WSP 0.001 0.033 Yes
5 WB Riparian Fill, 66" WSP 0.009 0.034 Yes
6 WD Non-
Riparian Fill, 30" WSP 0.001 0.039 Yes
6 WB Riparian Fill, 30" WSP 0.004 0.050 Yes
7 WH Non-
Riparian Fill 0.231 Yes
8 WE Non-
Riparian Excavation 0.024 Yes
9 WF Non-
Riparian Fill 0.135 Yes
9 WF Non-
Riparian Excavation 0.021 Yes
10 WI Non-
Riparian Fill 0.076 Yes
11 WJ Non-
Riparian Fill 0.531 Yes
11 WJ Non-
Riparian
Mechanized
Clearing 0.045 Yes
12 WL Riparian Fill 0.204 0.066 Yes
12 WL Riparian Excavation 0.020 Yes
12 WL Riparian Mechanized
Clearing 0.143 Yes
13 WR Non-
Riparian Fill 0.020 Yes
13 WR Non-
Riparian
Mechanized
Clearing 0.013 Yes
14 WR Non-
Riparian
Mechanized
Clearing 0.001 Yes
14 WR Non-
Riparian Fill 0.021 No
15 WO Riparian Fill, 42" RCP 0.004 Yes
15 WO Riparian Mechanized
Clearing 0.006 Yes
15 WO Riparian Fill 0.001 Yes

Permit
Drawing
Site
Number NRTR Label
Wetland
Type Impact Type
Permanent
Impacts
(ac)
Temporary
Impacts
(ac)
Mitigation
Required
15 WO Riparian Mechanized
Clearing 0.006 Yes
15 WO Riparian Fill, 66" RCP 0.136 0.034 Yes
15 WO Riparian Mechanized
Clearing 0.165 Yes
15 WO Riparian Fill, 54" WSP 0.001 0.037 Yes
15 WO Riparian Fill 0.019 Yes
15 WO Riparian Mechanized
Clearing 0.053 Yes
16 WN Riparian Fill, 54" WSP 0.006 0.025 Yes
16 WN Riparian Fill 0.035
16 WN Riparian Mechanized
Clearing 0.042 Yes
16* WN Riparian Hand Clearing 0.373 No
17 WQ Non-
Riparian Fill 0.057 Yes
17 WQ Non-
Riparian
Mechanized
Clearing 0.072 Yes
17 WQ Non-
Riparian Fill 0.002 0.009 Yes
18 WP Riparian Fill, 60" RCP,
66" RCP 0.106 0.002 Yes
18 WP Riparian Mechanized
Clearing 0.066 Yes
18 WP Riparian Fill, 66" WSP 0.001 0.004 Yes
19 WCG Non-
Riparian Fill 0.857 Yes
20 WX Riparian Fill 0.402 Yes
20 WX Riparian Mechanized
Clearing 0.034 Yes
21 WV Riparian Fill 0.225 Yes
21 WV Riparian Mechanized
Clearing 0.020 Yes
21* WV Riparian Hand Clearing 0.072 No
22 WW Riparian Fill 2.663 Yes
22 WW Riparian Mechanized
Clearing 0.176 Yes
22* WW Riparian Hand Clearing 0.204 No
24 WZ/WY Riparian Fill, 3@10'X8'
RCBC 0.056 0.047 Yes
24 WZ/WY Riparian Excavation 0.089 Yes
24 WZ/WY Riparian Mechanized
Clearing 0.080 Yes
24 WY Riparian Fill 0.004 Yes
24 WY Riparian Mechanized
Clearing 0.002 Yes
24 WZ Riparian Fill 0.010 No
24 WY Riparian Fill 0.005 No
25 WAB Non-
Riparian
Excavation,
Fill, 10'X7'
RCBC
0.003 0.002 Yes

Permit
Drawing
Site
Number NRTR Label
Wetland
Type Impact Type
Permanent
Impacts
(ac)
Temporary
Impacts
(ac)
Mitigation
Required
25 WAB Non-
Riparian Fill 0.008 No
26 WAC Non-
Riparian Fill 0.654 0.017 Yes
26 WAC Non-
Riparian
Mechanized
Clearing 0.151 Yes
27 WAF Non-
Riparian Fill 0.284 Yes
28 WAG Non-
Riparian Fill 0.047 0.005 Yes
28 WAG Non-
Riparian
Mechanized
Clearing 0.039 Yes
28* WAG Non-
Riparian Hand Clearing 0.224 No
29 WAH Non-
Riparian
Fill, 2@ 48”
RCP 0.009 No
29 WAH Non-
Riparian Excavation 0.027 Yes
30 WAK/WAI Riparian Fill, 12'X6'
RCBC 0.008 0.074 Yes
30 WAK/WAI Riparian Excavation 0.090 Yes
30 WAI Riparian Fill 0.488 Yes
30 WAI Riparian Excavation 0.012 Yes
30 WAI Riparian Mechanized
Clearing 0.037 Yes
30 WAK Riparian Fill 0.624 Yes
30 WAK Riparian Mechanized
Clearing 0.015 Yes
30 WAK Riparian Fill 0.014 No
30* WAK Riparian Hand Clearing 0.058 No
30* WAL Non-
Riparian Hand Clearing 0.196 No
31 WAM Non-
Riparian Fill 0.042 Yes
31 WAM Non-
Riparian
Mechanized
Clearing 0.019 Yes
32 WAN Non-
Riparian Fill 0.081 Yes
32 WAN Non-
Riparian
Mechanized
Clearing 0.080 Yes
33 WAP/WAQ Riparian Fill, 8'x8'
Culvert 0.010 No
34 WAS Riparian Fill, 10'X7'
RCBC 0.025 No
34 WAS Riparian Mechanized
Clearing 0.002 Yes
57 WA/WCC Riparian Fill 0.226 0.066
57 WA/WCC Riparian Mechanized
Clearing 0.139 Yes
Totals HUC 03030004
Total Riparian 6.779 1.371
Total Non-Riparian 3.513 0.530
Grand Total 10.292 1.901

Permit
Drawing
Site
Number NRTR Label
Wetland
Type Impact Type
Permanent
Impacts
(ac)
Temporary
Impacts
(ac)
Mitigation
Required
Subbasin Black River (HUC 03030006)
35 WAT Non-
Riparian Fill 0.016 0.005 Yes
35 WAT Non-
Riparian
Mechanized
Clearing 0.044 Yes
36 WAU Non-
Riparian
Mechanized
Clearing 0.007 Yes
37 WAW Riparian Fill, 72" RCP 0.225 0.029 Yes
37 WAW Riparian Mechanized
Clearing 0.137 Yes
38 WAX Riparian Fill 0.006 No
40 WAY Non-
Riparian
Fill, 2@30"
RCP 0.001 0.001 Yes
41 WAZ Riparian Fill 0.011 No
42 WAZ Riparian Fill, Bridge 0.385 0.020 Yes
42 WAZ Riparian Excavation 0.043 Yes
42 WAZ Riparian Mechanized
Clearing 0.207 Yes
42 WAZ Riparian Hand Clearing 0.038 No
43 WAZ Riparian Fill 0.090 Yes
43 WAZ Riparian Mechanized
Clearing 0.053 Yes
44 WAZ Riparian Fill 0.006 No
45 WBB Non-
Riparian
Mechanized
Clearing 0.017 Yes
46 WBC Non-
Riparian
Fill, 2@ 42"
RCP 0.004 Yes
46 WBC Non-
Riparian Excavation 0.002 Yes
46 WBC Non-
Riparian
Mechanized
Clearing 0.028 Yes
47* WBD Riparian Hand Clearing 0.092 No
47* WBE Riparian Hand Clearing 0.048 No
48 WCK Riparian Fill, Plug Exist
18" RCP 0.002 No
50 WCJ Riparian Fill 0.011 Yes
50 WCJ Riparian Mechanized
Clearing 0.043 Yes
51 WCI Non-
Riparian Fill 0.114 Yes
51 WCI Non-
Riparian
Mechanized
Clearing 0.109 Yes
52 WT Riparian Fill 0.002 0.006 Yes
53 WU Non-
Riparian Fill 0.267 Yes
53 WU Non-
Riparian
Mechanized
Clearing 0.108 Yes
54A WS Riparian Pipe Clean Out 0.008 No
54B WS Riparian Pipe Clean Out 0.005 No
54C WS Riparian Pipe Clean Out 0.005 No
55 WCE Non-
Riparian Fill 0.635 Yes

Permit
Drawing
Site
Number NRTR Label
Wetland
Type Impact Type
Permanent
Impacts
(ac)
Temporary
Impacts
(ac)
Mitigation
Required
55 WCE Non-
Riparian
Mechanized
Clearing 0.220 Yes
56 WCE Non-
Riparian Fill 0.013 Yes
56 WCE Non-
Riparian
Mechanized
Clearing 0.065 Yes
Totals HUC 03030006
Total Riparian 1.196 0.276
Total Non-Riparian 1.650 0.006
Grand Total 2.846 0.282
I-5986A Section Totals
Total Riparian 7.975 1.635
Total Non-Riparian 5.163 0.536
Grand Total 13.138 2.171
* Impacts due to utility relocation.
Impact numbers that have changed are in bold

Revised Table 20. I-5986A Stream Impacts
Permit
Drawing
Site
Number Impact Type NRTR Label Classification (from NRTR) Permanent (ac) Temporary (ac) Permanent (lf) Temporary (lf) Mitigation Required Cape Fear River Basin – Subbasin Upper Cape Fear (HUC 03030004)
1 Bank Stabilization DC Perennial 0.001 0.001 8 20 No
2 Headwall, 66" WSP SV-2 Perennial 0.006 0.001 35 10 Yes
2 Headwall, 66" WSP SV-1 Perennial 0.022 0.003 52 13 Yes
3 Removal of RCBC Reese
Creek Perennial 0.048 48 No
4 30" WSP SA Perennial 0.004 0.003 18 24 Yes
9 2@36" RCP SB Intermittent 0.011 0.001 63 10 No
15 Roadway Fill, 66"
RCP
Baker
Swamp Perennial 0.018 60 Yes
16 54” WSP Structure
Stabilization
Baker
Swamp Perennial 0.004 0.013 15 34 No
18 Roadway Fill, 60"
RCP, 66" RCP
Baker
Swamp Perennial 0.010 0.006 23 13 Yes
18 66" WSP Structure
Stabilization
Baker
Swamp Perennial 0.007 0.012 22 28 No
23 2@ 8'x8' RCBC SC Perennial 0.063 0.006 270 38 Yes
24 3@ 10'x8' RCBC,
Roadway Fill SD Perennial 0.128 0.058 197 26 Yes
25 10'x7' RCBC SE Intermittent 0.017 0.003 135 25 No
30 12'x6' RCBC SF Perennial 0.030 0.003 103 8 Yes
33 8'x8' Culvert SG Perennial 0.051 0.011 211 99 Yes
34 10'x7' RCBC SH Perennial 0.031 0.004 174 30 Yes
57 Roadway Fill Reese
Creek Perennial 0.045 78 No

Subbasin Black River (HUC 03030006)
37 72" RCP, Roadway
Fill SI Perennial 0.003 0.003 26 20 Yes
37 Structure Stabilization SI Perennial 0.003 25 No
39 7'x7' RCBC SJ Intermittent 0.025 0.008 101 40 No
42 Bridge Construction Black
River Perennial 0.003 0.266 16 246 Yes
47 72" RCP SK Intermittent 0.063 0.007 180 24 Yes
49 2@8'x8' RCBC Ext SY Perennial 0.009 15 Yes
49 Bank Stabilization SY Perennial 0.029 0.005 50 8 No
Totals
HUC
03030004
Total Stream Impact 0.403 0.218 1386 504
Total Perennial Stream Impact 0.375 0.215 1188 469
Total Intermittent Stream Impact 0.028 0.004 198 35
Total Bank/Structure Stabilization Impacts 0.020 0.037 45 82
Total Perennial Mitigatable 0.341 - 1143 -
Total Intermittent Mitigable - - - -
Total Mitigable 0.341 - 1143 -
Totals
HUC
03030006
Total Stream Impact 0.135 0.289 413 338
Total Perennial Stream Impact 0.047 0.274 132 274
Total Intermittent Stream Impact 0.088 0.015 281 64
Total Bank/Structure Stabilization Impacts 0.032 0.005 75 8
Total Perennial Mitigable 0.015 - 57 -
Total Intermittent Mitigable 0.063 - 180 -
Total Mitigable 0.078 - 237 -
I-5986A
Section
Totals
Total Stream Impact 0.538 0.508 1799 842
Total Perennial Stream Impact 0.422 0.488 1320 743
Total Intermittent Stream Impact 0.116 0.019 479 99
Total Bank/Structure Stabilization Impacts 0.045 0.035 120 90
Total Perennial Mitigable 0.356 - 1200 -
Total Intermittent Mitigable 0.063 - 180 -
Total Mitigable 0.419 - 1380 -
Impact numbers that have changed are in bold

Compensatory Mitigation

The NCDOT has avoided and minimized impacts to jurisdictional resources to the greatest extent
possible as described above. Compensatory mitigation requirements for I-5986A jurisdictional features
are summarized below in Revised Table 24. The unavoidable impacts to Waters of the U.S. will be
offset by compensatory mitigation provided by NCDMS at ratios of 2:1 for wetland and stream impacts.
There will be no mitigation required for permanent impacts to streams impacted by bank stabilization.

A revised NCDMS acceptance letter, dated October 6, 2021, has been received and is included with this
permit modification request for I-5986A. Table 24 has been revised to reflect the changes requested in
this modification letter. The change in mitigation is indicted in parentheses.

Revised Table 24. I-5986A (Final Design) Jurisdictional Feature Mitigation Summary
HUC Location Stream (lf) Wetlands (ac)
Riparian Non-Riparian
03030004 1,143
(+ 81)
6.779
(+ 0.704) 3.513
03030006 237 1.196 1.650
Total 1,380
(+ 81)
7.975
(+ 0.704) 5.163
Grand Total 1,380
(+ 81)
13.138
(+0.704)

REGULATORY APPROVALS

Section 404: NCDOT requests modification to the USACE Individual 404 Permit for the project as
required for the above-described activities.

Section 401: We are also requesting modification of the Section 401 Individual Water Quality
Certification only, there are no changes in the Neuse Riparian Buffer Authorization. We are providing
this request to NCDWR for their approval.

A copy of the permit modification request and its distribution list will be posted at
https://xfer.services.ncdot.gov/pdea/PermApps/.

If you have any questions or need additional information, please contact Deanna Riffey,
[e-mail], 919-707-6151.

Sincerely,

Philip S. Harris, III, P.E., C.P.M.
Environment Analysis Unit Head

cc: NCDOT Permit Application Standard Distribution List
for

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary

NORTH CAROLINA
Environmental Quality

October 6, 2021

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:

Subject: DMS Mitigation Acceptance Letter:

I-5986A, I-95 Improvements, Cumberland County

References: USACE 404 Individual Permit issued November 25, 2020 (USACE Action ID 2018-
02276)

NCDWR 401 Water Quality Certification issued November 6, 2020 (NCDWR ID
2019-0214)

The purpose of this letter is to notify you that the Division of Mitigation Services (DMS) will
provide the additional compensatory mitigation for the subject project. Based on the information supplied by
you on October 4, 2021, the additional impacts are located in CU 03030004 of the Cape Fear River basin in
the Southern Inner Coastal Plain (SICP) Eco-Region, and are as follows:

Table 1 – Additional Impacts (feet / acres)
Cape Fear
03030004
SICP
Stream Wetlands Buffer (Sq. Ft.)
Cold Cool Warm Riparian Non-
Riparian
Coastal
Marsh Zone 1 Zone 2
Impacts (feet/acres) 0 0 81.000 0 0.704 0 0 0
*NOTE: Some of the stream 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
2021 impact data. DMS is currently providing stream and wetland mitigation for the impacts associated with
this project located in cataloging units 03030004 and 03030006 of the Cape Fear River basin as required by
the 404 and 401 permits issued in November 2020, as shown in the below table (in mitigation credits)

Mr. Harris
TIP I-5986A
October 7, 2021
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)
Impact
Service
Area
Impact Type
Total Permitted
Impacts
(feet / acre / sq ft)
Mitigation
Provided by DMS
per Issued Permits
(Credits)
Additional
Impact (for
approval)
Revised Total
Impacts*
Cape Fear
03030004
Stream 1,062.000 2,124.000 81.000 1,143.000
Riparian
Wetland 6.075 12.150 0.704 6.779
Non-Riparian
Wetland 3.513 7.026 0.000 3.513
Cape Fear
03030006
Stream 237.000 474.000 0.000 237.000
Riparian
Wetland 1.196 2.392 0.000 1.196
Non-Riparian
Wetland 1.650 3.300 0.000 1.650
*Some of the additional stream and/or wetland 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.

DMS commits to implementing additional sufficient compensatory stream and wetland mitigation
credits to offset the additional 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 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,

James B. Stanfill
Asset Management Supervisor

cc: Mr. Monte Matthews, USACE – Raleigh Regulatory Field Office
Ms. Amy Chapman, Division of Water Resources, Wetlands/401 Unit
File: I-5986A Mod

VICINITY MAP (NTS)
NC GRID
NAD 83 NA 2011
BOLLARDS
BOLLARDS
BOLLARDSBOLLARDS
FFE=149.59'
UG TANKS
VENT PIPE
S
WATER PUMP
DIESEL TANK
1SFRBUS SHEDFAUCET
STONE DRV CONC DRV
14' GRAVEL DRV
SEPTIC
CONCCONC
(BUD HAWKINS ROAD-EXIT 70)
TO SOUTH OF SR 1811(MURPHY ROAD- EXIT 55)
LOCATION: I-95 WIDENING FROM SOUTH OF SR 1832
SIGNING, ITS, CULVERTS & STRUCTURES
TYPE OF WORK: GRADING, DRAINAGE, PAVING, LIGHTING,
95
SECTION 2
SR 1005
SMITHFIELD RD.
-Y6-
SR 1815
WADE-STEDMAN RD.
-Y7-
JT MATTHEWS RD.
-Y20-
SR 1813
PERCY STRICKLAND RD.
-Y8-
95
SECTION 2
25
7
2
7
3
2626 27 28 29 30 31 747
5
32
33 34 35 36 377638
76A
39 40 41 42 41 44 45
GORDON WILLIAMS RD.
-SR5A-
WILLIAMS RD.
GORDON
-SR5B-
SR 1856
ELVA WALLACE RD.
-SR3-
SR 1860
GORDON WILLIAMS RD.
-SR5C-
DATE: 9/3/2021
SUBMITTAL NO.: S-212R7
SECTION 2- RFC ROADWAY PLANS REVISION.10U.E.B.
U.E.B.RidgeMelstone
Access Rd.MingoSwampMingoSwa mpMingo
S
wa
mpAirfieldMilitaryBraggFort
StevensPond
82Creek
Cree
kCanalMcLeod
Ch.
210
.03.05.32 .542487
217
.20
.49
210
210
BOLLARDS
BOLLARDS
BOLLARDSBOLLARDS
FFE=149.59'
4" PVC Force Main
Elv. 125.37E 2074760.2070N 499724.5360
TH 2-
1
4" PVC Force Main
Elv. 127.14E 2074740.2120
N 499612.2720
TH 1-1
8" HDPE Water
Elv. 117.11E 20746
50.8710
N 499812.9050TH 3-1
8" HDPE Water
Elv. 113.97E 2074589.4170
N 499570.936
0
TH 4-1
FILLER CAP
FILLER CAPS
CVP "8
GAS PUMPS
GAS PUMP
TS LOOP SENSORTS LOOP SENSOR
TS LOOP SENSOR
TS LOOP SENSOR
TS LOOP SENSORS
LOOP SENSOR
UG TANKS
VENT PIPE
S
4" PVC Force Main
Elv. 125.37E 2074760.2070N 499724.5360
TH 2-
1
4" PVC Force Main
Elv. 127.14E 2074740.2120
N 499612.2720
TH 1-1
8" HDPE Water
Elv. 117.11E 20746
50.8710
N 499812.9050TH 3-1
8" HDPE Water
Elv. 113.97E 2074589.4170
N 499570.936
0
TH 4-1
FILLER CAP
FILLER CAPS
CVP "8
GAS PUMPS
GAS PUMP
TS LOOP SENSORTS LOOP SENSOR
TS LOOP SENSOR
TS LOOP SENSOR
TS LOOP SENSORS
LOOP SENSOR
UG TANKS
VENT PIPE
S
PIPE OVERGROWN
INV=142.08'
INV=141.43'
SR1824-Links46223&43296
POSSIBLE JUNCTION BOX
BARRELS2 8'H x 8'W
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
PROJECT LENGTH
PLANS PREPARED BY:
DEPARTMENT OF TRANSPORTATION
FOR NORTH CAROLINA
ENGINEER
HYDRAULICS
95
-L- POT STA. 776+00.00
BEGIN TIP PROJECT I-5877
-L- POT STA. 776+03.71
END TIP PROJECT I-5986A
NAD 83/ NA 2011
SECTION 2 SECTION 3
NC 82
GODWIN-FALCON RD.
-Y9-
SR 1806
SHERRILL BAGGETT RD.
-Y10-
SR 1804
RHODES POND ROAD
-Y11-
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27615-3960
8601 SIX FORKS ROAD, FORUM 1, SUITE 700
RUMMEL, KLEPPER & KAHL, LLP
46 47 7748
7
8
49 50 51
7952 53 54 55 568157
82
58 59 60 61 62
1. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
NOTE:
SR 1859
-Y21- LEITHA LN.
SR 1860
GORDON WILLIAMS RD
-SR5-
TOTAL LENGTH TIP PROJECT I-5986A................15.416 MILES
LENGTH STRUCTURE TIP PROJECT I-5986A........ 0.044 MILES
LENGTH ROADWAY TIP PROJECT I-5986A.........15.372 MILES 8025 50 10050
25 50 10050
5 10 20 10
0
0
0
PROFILE (HORIZONTAL)

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
1
DESIGN DATAGRAPHIC SCALES
PLANS
PROFILE (VERTICAL)09/08/99DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
0
00
9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Reese Creek\I-5986A_Hyd_tsh_Sec1_Reese_Creek.dgnFkeysCONTRACT:TIP PROJECT:ART
ME
NN ASO H
DEPTOF TRA SPORTTIONTATEOFNRTCARO
LI
NANCDOT CONTACT
PROJECT LENGTH

LETTING DATE:
SIGNATURE:
SIGNATURE:
P.E.
P.E.
PROJECT ENGINEER
PROJECT DESIGN ENGINEER
PLANS PREPARED BY:
DEPARTMENT OF TRANSPORTATION
FOR NORTH CAROLINA
ENGINEER
DESIGN
ROADWAY
ENGINEER
HYDRAULICSNAD 83/2011PROJECT ENGINEER - DESIGN-BUILD UNIT
47532.3.2
NHP-0095(057)
95
95
301
401
BUS
401
BYP
87
210
24
24
24
95
BUS
401
BUS
210
87
24
401
BYP
87
24 210
295
13
87
24
210
401
401
24
87
210
401
301
401
82
82
82
(BUD HAWKINS ROAD-EXIT 70)
TO SOUTH OF SR 1811(MURPHY ROAD- EXIT 55)
LOCATION: I-95 WIDENING FROM SOUTH OF SR 1832
C204283I-5986AI-5986A
TOTAL LENGTH TIP PROJECT I-5986A................15.416 MILES
LENGTH STRUCTURE TIP PROJECT I-5986A........0.044 MILES
LENGTH ROADWAY TIP PROJECT I-5986A.........15.372 MILES
FUNC CLASS: INTERSTATE
* (TTST 13% + DUALS 5%)
Michael Penney, PE
AUGUST 20, 2019
2018 STANDARD SPECIFICATIONS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
BEGIN TIP PROJECT
I-5986A
END TIP PROJECT
CUMBERLAND COUNTY
SIGNING, ITS, CULVERTS & STRUCTURES
TYPE OF WORK: GRADING, DRAINAGE, PAVING, LIGHTING,
4
71
295
NAD 83/ NA 2011
-LNB- POT STA. 12+00.00
-LSB- POT STA. 12+00.00
BEGIN TIP PROJECT I-5986A
-LNB- POT Sta. 129+28.86 (13' RT)
-L- POT Sta. 79+78.98 =
-LSB- ST Sta. 130+34.61 (13' LT)
-L- POT Sta. 80+40.84 =
SR 1832
MURPHY RD.
-Y-
I-95 BUS.
-Y1NB-
SR 1831
BAYWOOD RD.
-Y3-US 301
DUNN RD.
-Y14-
NC 295
AIRBORNE & SPECIAL OPERATIONS HIGHWAY
-Y5-
SR 1863
PEMBROKE LANE
-Y4-
95
I-95 BUS
-Y1SB-
US 13
GOLDSBORO RD.
-Y5-
SECTION 1 SECTION 2
SECTION 2 SECTION 3
SECTION 2 SECTION 3
95
95
95
= 75 MPH
= 18% *
= 7%
= 55%
= 73,800
= 56,700
V
T
D
K
ADT 2040
ADT 2018
301
13
NC LICENSE NO. F-0112
RALEIGH, NORTH CAROLINA 27615-3960
8601 SIX FORKS ROAD, FORUM 1, SUITE 700
RUMMEL, KLEPPER & KAHL, LLP
5 6 7 8
9
63
10 1164
6512 13 14 15 16 17 18 1969
70
20
21 22
23 24 25686766HARNETT CO
.CUMBERLAND
CO
.Michael T. Merritt, PE
Anthony A. Houser, PE
PROP. SIGN
PROP. SIGN
SR 1861
POVERTY FLATS ROAD
NHP-0095(057)
47532.2.2
PE, UTIL., CONST.
R/ W
OFFSITE DETOUR
See Sheets 1C-1 Thru 1C-8, 1C-22 Thru 1C-25, 1C-28, RW02c-1 Thru RW02C-14, RW02C-28, RW-2D-1 For Survey Control Sheets
See Sheet 1B For Conventional Symbols
See Sheet 1A For Index of Sheets
2. DESIGN EXCEPTION FOR SHOULDER WIDTH -L- STA. 201+50.00 TO 208+50.00
1. THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES.
NOTES
SERVICE ROAD
-Y5C-NORTHCAROLIN
A
PROFESSION
ALE
NG
INEER
SEAL
18494
ANT
HON A. HOUSERY
KOOC .L WEHTTAM
This document originally
issued and sealed by
DATE: 8/31/2021
SUBMITTAL NO.: S-157R5
SECTION 1 - REVISED RFC PLANS
REESE CREEK
I-95 BUS.
-Y1NB-BLACK RIVERSHEET 1 OF 163
PERMIT DRAWINGENGLISHWETLAND AND SURFACE WATER IMPACTS
REVISED 9/22/2021
SITE 1
SITE 2
SITE 3
SITE 4
SITE 5
SITE 6
SITE 8
SITE 9
SITE 10
SITE 7 SITE 11
SITE 12
SITE 24
SITE 32
SITE 33
SITE 31
SITE 27
SITE 28
SITE 29
SITE 30
SITE 25
SITE 26
SITE 52
SITE 54
SITE 49
SITE 50
SITE 51
SITE 53
SITE 19
SITE 21
SITE 20
SITE 22
SITE 16
SITE 15
SITE 23
SITE 55
SITE 56
SITE 18
SITE 17
SITE 34
SITE 35
SITE 37
SITE 36
SITE 40
SITE 43 SITE 44
SITE 47
SITE 45
SITE 46
SITE 38
SITE 39
SITE 42
SITE 41
SITE 48
SITE 57
SITE 13
Submitted 10/19/2021
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
ENGINEER
PROJECT REFERENCE NO.SHEET NO.
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Reese Creek\I-5986A_HYD_Ditch Detail_Sec1_ReeseCreek.dgnFkeysI-5986A 2D-1 - Reese
L
S etc.
GI
10:1 20
:1
( Not to Scale)
FALSE SUMP
2.0'

DETAIL
Traffic Flow
Outside Ditch 1.0' Max0.5' Min.S=Ditch Slope C Proposed Ditch
Median Ditch
( Not to Scale)
FALSE SUMP
S
S=Ditch Slope
etc.
GI
L
2'DDDitch Grade L LDitch Grade
0.0% To 2.0%
Over 2.0% To 4.0%
20'
30'
Over 4.0% To 6.0%
Over 6.0%
40'
50'
9"
20'L (See Chart Below)

DETAIL
C Proposed Ditch
20:1 10:1
LS=Ditch Slope
S
( Not to Scale)
FALSE SUMP
2'
DETAIL
Traffic Flow
Outside Ditch 1.0' Max.0.5' Min.etc.
GI

C Proposed Ditch
LETTER BEFORE YOU ADD A NEW ONE!!MAKE SURE YOU ARE USING A NEW DETAILTURN ON OTHER DITCH DETAIL SECTIONS AND
Fill Slope3:1 or Flatter
Type of Liner= CL B Rip-Rap
DETAIL H
Ground
Natural
( Not to Scale)
TOE PROTECTION
d
Geotextile
d= 5.0 Ft.
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
HYDRAULICS DESIGN
LATERAL 'V' DITCH
( Not to Scale)
D3:13:1
b
1"/Ft.
-YRPDREV- STA. 15+68 TO STA. 18+50 RT
b=5.0 Ft.
Min. D=1.5 Ft.
DETAIL K
Ground
Natural
Slope
Fill
( Not to Scale)
Flatter3:1 or
Flatter3:1 or D
B
b
LATERAL BASE DITCH
1"/Ft.
-YREV- STA. 20+38 TO STA. 21+67 RT, B=4.0'
-LNBREV- STA. 80+67 TO STA. 82+67 RT, B=4.0'
DETAIL J
b= 5.0 Ft.
B= SEE BELOW
Min. D= 1.5 Ft.
Ground
Natural
Slope
Fill
-YREV- STA. 24+38 TO STA. 26+57 RT
-YRPCREV- STA. 21+65 TO STA. 24+64 RT Flatt
er3:1 or D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
-LSBREV- STA. 112+50 TO STA. 128+50 LT
DETAIL C
B= 4.0'
Min. D= 2.5 Ft.
Ground
Natural
Slope
Fill
OR FLATTER3:1 OR FLATTER3:1
D
( Not to Scale)
STANDARD BASE DITCH
B
d
BEG. ELEV=119.34 END ELEV=115.4, S=1.2% M=3.0
-Y1SB- STA. 18+56 TO 21+90 RT, L=334' B=4', D=2.5'
DETAIL AI
B= SEE BELOW
Max. d= D
Min. D= SEE BELOW
Ground
Natural
Ground
Natural
*When B is < 6.0'
Type of Liner= CL B Rip-Rap
Geotextile 3:13:1
D
( Not to Scale)
STANDARD 'V' DITCH
BEG. ELEV=119.98, END ELEV=119.56, M=3.5
-Y1NB- STA. 44+50, L=53', S=0.8%, D=1.5'
Min. D=SEE BELOW
DETAIL T
Ground
Natural
Ground
Natural
3:1D Flatter4:1 or
d
( Not to Scale)
SPECIAL CUT DITCH
-LSBREV- STA. 128+50 TO STA. 129+50 LT
DETAIL Y
Max. d= 2 Ft.
Min. D= 2 Ft.
Type of Liner= CL B Rip-Rap
Slope
Ditch
Front
Ground
Natural
Geotextile
( Not to Scale)Flatter
4:
1
or Flatter4:1 or
-LSBREV- STA. 103+00 TO STA. 112+50 RT
-LSBREV- STA. 82+15 TO STA. 83+00 LT
-LNBREV- STA. 82+67 TO STA. 84+17 RT
-LNBREV- STA. 54+69 TO STA. 62+16 LT
Point
Shoulder
Point
Shoulder
MEDIAN V DITCH
DETAIL G
Flatter3:1 or D
B
( Not to Scale)
Flatter4:1 or
SPECIAL LATERAL BASE DITCH
-LSBREV- STA. 51+50 TO STA. 53+50 LT, B=11', D=1.75'
DETAIL O
B= SEE BELOW
Min. D= SEE BELOW
Ground
Natural
Slope
Fill
B
Flatter3:1 or
Flatter
3:1 or D
( Not to Scale)
STANDARD BASE DITCH
BEG. ELEV=112.90, END ELEV=115.18, S=2.9%, M=3.0
-LNBREV- STA. 107+71 TO STA. 108+52 RT, B=4', D=1.0'
BEG. ELEV=113.08, END ELEV=112.90, S=0.3%, M=3.0
-LNBREV- STA. 107+10 TO STA. 107+71 RT, B=4', D=1.25'
DETAIL W
B= SEE BELOW
Min. D= SEE BELOW
Ground
Natural
Ground
Natural
( Not to Scale)
SPECIAL LATERAL 'V' DITCH
Flatt
er3:1 or
D
-Y1NB- STA. 44+50 TO STA. 46+50 RT
-YRPAREV- STA. 17+94 TO STA. 20+00 RT
Min. D=1.5 Ft.
DETAIL A
Ground
Natural
Flatter4:1 or
Slope
Fill Flatter4:1 or
D
Flatter3:1 or
( Not to Scale)
SPECIAL CUT DITCH
-Y1NB- STA. 45+20 TO STA. 48+00 LT
-Y1NB- STA. 46+50 TO STA. 59+00 RT
-LSBREV- STA. 79+50 TO STA. 82+15 LT
-YRPAREV- STA. 15+74 TO STA. 17+30 RT
-LNBREV- STA. 79+17 TO STA. 80+67 RT
-LSBREV- STA. 68+50 TO STA. 77+50 LT
-LNBREV- STA. 69+17 TO STA. 76+67 RT
-YRPCREV- STA. 13+30 TO STA. 18+87 RT
-LNBREV- STA. 50+73 TO STA. 54+69 LT
DETAIL B
Min. D=2.0 Ft.
Ground
Natural Slope
Ditch
Front
( Not to Scale)
10'
4:1 4:1
Distance Varies Depending Upon Specified Elevation
D
DETAIL Q
10' WIDE BERM
lowest control point
from Top of Berm to
D=Varies; Distance
or Proposed Ditch
in Natural Ground
Lowest Point
-LSBREV- 97+00 TO 98+50 RT (TOP WIDTH VARIES), TOP ELEV=111.0'
ENGLISH SHEET 3A OF 163
PERMIT DRAWING
REVISED 9/22/2021
Submitted 10/19/2021
EXISTING R/W
EXISTING R/W
CONC
CONC
EXISTING R/W
R/W WIDTH VARIES24
" C&G 24" C&GI-95 NBL 38' BST
I-95 SBL VAR BST
BST
3' BST
VAR BST
10' BST
3' BST
SR 1833 SANDEROSA RD 27' BST
CITY OF EASTOVER
60.00'E
XISTIN
G R/WE
XISTIN
G R/W-BL- 96 -BL- 97
R/W MON
EXISTING R/W
1
1
2
1
2
5.5
4
9
P
PBILLBOARD 18" RCP15" RCPDI
DI
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DC
DC
55+00
55+00
60+00
60+00
15+00
RETAIN EXISTING C/A FENCE
PROP. NOISE WALL NW1B
PROP. NOISE WALL NW1B
C/A FENCE
RETAIN EXISTING
65+0065+00
65+0065+00
;;
;
;
MILEMARKER 54.1
-LNB- STATION 55+62 RT
NON-IMPACTED BILLBOARD
C
C
C
C
C
C
F F C F
C
C
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Reese Creek\I-5986A_hyd_Reese Creek Permit_psh08.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD 83/ NA 2011
I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
8_Reese
SEE SHEET 9_Reese-LSBREV- STA. 65+00.00MATCHLINESEE SHEET 9_Reese-LNBREV- STA. 65+00.00MATCHLINESEE SHEET 7_reese-LNBREV- STA. 53+00.00MATCHLINESEE SHEET 7_Reese-LSBREV- STA. 53+00.00MATCHLINESEE SHT. 145B_Reese
FOR -YRPCREV- PROFILE
SEE SHT. 145A_Reese
FOR -YRPBREV- PROFILE
SEE SHT. 86_Reese
FOR -LSBREV- PROFILE
SEE SHT. 86_Reese
FOR -LNBREV- PROFILE
NCDOT TO PROVIDE WETLANDS AND STREAMS
TSTSS
SEE INSET A
SITE 1
TSTSS
SEE INSET A
INSET A
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SHEET 8 OF 163
PERMIT DRAWING
REVISED 9/22/2021
W/ FLOWABLE FILLPLUG & FILL0803
0802
2GID-WSS
W/ FLOWABLE FILLPLUG & FILLREMOVE DI 08012GIB-WSS 24" RCP-IVFS
REMOVE DIW/ FLOWABLE FILLPLUG & FILLON BANKS ONLY
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAP
SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL G
MEDIAN V DITCH
18" RCP-IV SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL O
11' BASE DITCH
SPECIAL LATERAL
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
0803
24" RCP-IVON BANKS ONLY
W/14 SY GEOTEXTILE5 TONS CL B RIPRAPSubmitted 10/19/2021
EXISTING R/W
EXISTING R/W
CONC
CONC
EXISTING R/W
R/W WIDTH VARIES24
" C&G 24" C&GI-95 NBL 38' BST
I-95 SBL VAR BST
BST
3' BST
VAR BST
10' BST
3' BST
SR 1833 SANDEROSA RD 27' BST
CITY OF EASTOVER
60.00'E
XISTIN
G R/WE
XISTIN
G R/W-BL- 96 -BL- 97
R/W MON
EXISTING R/W
1
1
2
1
2
5.5
4
9
P
P
1
0
0
1
2
4.
0
7
1
1
2
1
2
5.
5
5
1
1
3
1
2
8
.
2
3
1
1
4
1
2
8
.
6
4
1
1
5
1
2
4.
1
5
1
1
6
1
2
1
1
2
2.
6
7
1
2
2
1
2
3
.
7
1
1
2
4.
2
1BILLBOARD18" RCP15" RCPDI
DI
110110
110
110
110110110110110110120120
120
120
120
120
120120
120120120120120120120120120
120120130
108.0
108.0112.0
112.0
112.0
112.0112.0112.01
1
2.
0
114.01
14.0114.0
114.0114.0114.0114.0114.0114.0114.0
114.0116.0
116.0116.0116.0116.0
116.0116.0116.0116.0
116.0
116.0
116.0116.0116.0
1
1
6.
0
116.0
1
1
6.
0
118.0
118.0
118.0
118.0
118.0
118.0118.0
118.0118.0
118.0118.0122.0122.0
122.0
122.0
122.0122.0122.0122.0
122.0122.0122.0122.0122.0122.0 122.0122.0122.0122.01
2
2.
0122.0122.0122.0122.01
2
2.0
124.0124
.0124.0124.0124.0124.0124.0
124.0 124.0124.0124.01
2
4.
0124.0124.0124.012
4.0
124.0124.0124.0
124.01
2
4
.0
1
2
4
.0124.0124.0 124.0124.0124.01
2
4.
0126.0126.0126.0126.0 126.0126.0126.01
2
6
.0
1
2
6
.
0126.01
2
6
.
0
1
2
6.0
1
2
6.
0126.0128.0128.0128.0128.0
128.0128.0128.0128.0128.0
1
2
8
.
0
128
.0
1
2
8
.
0
1
2
8
.0
1
2
8
.0
1
2
8
.
0
128.01
2
8.0
128.01
2
8.0
1
2
8.
0
1
2
8.
0
128.01
2
8.0
1
2
8
.
0
1
2
8.0 128.01
2
8
.0
128.0112.0Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
DC
DC
55+00
55+00
60+00
60+00
15+00
RETAIN EXISTING C/A FENCE
PROP. NOISE WALL NW1B
PROP. NOISE WALL NW1B
C/A FENCE
RETAIN EXISTING
65+0065+00
65+0065+00
;;
;
;
MILEMARKER 54.1
-LNB- STATION 55+62 RT
NON-IMPACTED BILLBOARD
C
C
C
C
C
C
F F C F
C
C
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Reese Creek\I-5986A_hyd_Reese Creek Permit_psh08_con.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETEDNAD 83/ NA 2011
I-5986A
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Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
8_Reese
SEE SHEET 9_Reese-LSBREV- STA. 65+00.00MATCHLINESEE SHEET 9_Reese-LNBREV- STA. 65+00.00MATCHLINESEE SHEET 7_reese-LNBREV- STA. 53+00.00MATCHLINESEE SHEET 7_Reese-LSBREV- STA. 53+00.00MATCHLINESEE SHT. 145B_Reese
FOR -YRPCREV- PROFILE
SEE SHT. 145A_Reese
FOR -YRPBREV- PROFILE
SEE SHT. 86_Reese
FOR -LSBREV- PROFILE
SEE SHT. 86_Reese
FOR -LNBREV- PROFILE
NCDOT TO PROVIDE WETLANDS AND STREAMS
TSTSS
SEE INSET A
SITE 1
TSTSS
INSET A
S S SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
SHEET 9 OF 163
PERMIT DRAWING
SEE INSET A
REVISED 9/22/2021
W/ FLOWABLE FILLPLUG & FILL0803
0802
2GID-WSS
W/ FLOWABLE FILLPLUG & FILLREMOVE DI 08012GIB-WSS 24" RCP-IVFS
REMOVE DIW/ FLOWABLE FILLPLUG & FILLON BANKS ONLY
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAP
SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL G
MEDIAN V DITCH
18" RCP-IV SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL O
11' BASE DITCH
SPECIAL LATERAL
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
0803
24" RCP-IVON BANKS ONLY
W/14 SY GEOTEXTILE5 TONS CL B RIPRAPSubmitted 10/19/2021
EXISTING R/W
EXISTING R/W
S 59°34'03" W1162.80'
ECM
ECM
ECM
ECM
ECM
ECM
EXISTING R/W
EXISTING R/W
CONC
CONC
CON
C
CONC
CONC
CONC
CONC ISL ISLCONCCONCCONCI-95 NBL VAR BST I-95 NBL 38' BST
I-95 NBL 38' BST
I-95 NBL VAR BST
ON RAMP TO I-95 VAR BST
I-95 SBL VAR BST
I-95 SBL 38' BST
I-95 SBL VAR BST
ISL
CO
N
C CURB6" CONC CURB6" CONC ON RAMP TO I-95 VAR BST
BS
T3' BST
4' BST
3' BST
4' BST
10' BST
4' BST
VAR BST4' BSTVAR BST
5' BST
4' BST
10' BST
10' BST
4' BST VA
R BST4' BSTVAR BST
4' BST
4' BST
4' BST
4' BST
VAR BST
S
R 183
3
S
ANDE
ROS
A RD 24' BS
T
SR 1833 SANDEROSA RD VAR BST EXI
T RAM
P TO SR 1832 M
U
RPHY RD VA
R BSTSR 1832 MURPHY RD 49' BSTSR 1832 MURPHY RD VAR BSTEXI
T RAM
P TO SR 1832 MURPHY RD VAR BSTCI
TY OF EASTOVERWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
WOODS
MTLTO NC HWY 301TO BAYWOOD RD (SR 1831)S
8
8
°2
0'2
2
" WEXIS
TI
NG R/WI-95 SBL 38' BST
4' BST
10' BST
DB 2836 PG 0687
SWANN, MARY J.
PB 131 PG 172
DB 2493 PG 59
& HEIRS
AUTRY, MARGARET MURPHY
ECM
ECM
DB 188 PG 226
AUTRY, MARGARET M. HEIRS
EIP
0.6
8
E
CM-R/WW/R GNITSIXE W/R GNITSIXEW/R
G
N
IT
SIX
E
W/R GNITSIXE
W/R GNITSIXEW/R GNITSIXE
W/R GNITSIXEWOODS
WOODS
WOODS
WOODS
WOODS
18" RCP18" RCPDI18" RCP15" RCP15" RCP
18" RCP 30" RCP30" RCP30" RCP36" RCP
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
18" RCP
15" RCP
10' BST
CONC DECKCONC DECKCONC WWCONC WWCONC WWCONC WWCONC
WW
CONC WW
CONC WW
CONC WW
LOCATION
APPROX.
LOCATION
APPROX.SEAT=129.05'SEAT=128.87'SEAT=130.02'SEAT=130.29'117.59S63°33'11"E57.84
S33°5'0"W 219.97S56°55'1"E371.97N45°51'31"W420.07N45°23'29"E768.50S63°13'5"E371.18
S26°26'51"W
131.17
S33°5'1"W 326.08S61°47'48"E100.01N67°41'58"W105.03
S29°16'55"W
49.38'S79°25'12"E77.56'
S10°41'55"W
2
1
6
.
8
5'N8
7
°
1
8'
1
6
"W7
3
.
4
9'N8
7
°
1
8'
1
6
"WDI 18" RCP
(FROM AS-BUILTS)
LOCATION
APPROX.
(FROM AS-BUILTS)LOCATIONAPPROX.
DI
DI
15" RCP
18" CMP
CONC WW
CONC WW
CONC
WW
CONC
W
W
36" RCP
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WB
WA
SV-1
WCC
WCB
WCA
SV-3
SV-2
WCC
25+00
15+00
20+00
70+00
20+00
70+00
75+00
25+00
75+00
80+00
30+00
80+00
85+00
35+00
85+00
40+00
20+00
15+0020+0015+00
RET
A
IN
EX
IST
ING
C
/A FENCE
RETAIN EXISTING C/A FENCE
END CONSTRUCTION
END OVERLAYRETAIN EXI
STI
NG C/A FENCERETAIN EXISTING C/A FENCE
PROP. NOISE WALL NW1B
15+00
20+0025+00CAT-1GREU TL-3
G
R
EU TL-330+0035+0040+00-YREV- POC Sta. 39+00.00
-YREV- POC Sta. 28+00.00
END PROPOSED GRADE
BEGIN OVERLAY
65+0065+00
65+0065+00
MURPHY RDB-77B-77CAT-1B-77B-77CAT-1B
C D
A
B-77
B-77
B-77
B-77
ATTENUATOR
ATTENUATOR
ATTENUATORCAT-1GREU TL-390+00
PROP. SBG
PROP. SBGPROP. SBGPROP. SBGPROP. SBG
PROP. SBGAT-1
AT-1
CAT-1
R
E
T
AI
N
E
XIS
TI
N
G
C/
A
F
E
N
C
EC/A FENCE RETAIN EXISTING ;
;
;
;
;
;
;
;
C
C
C
C
C
C
C
C
C
F
F
F
C
F
C
F
F
F
C
FFFC
FFFFFF
CCF
C
C
F
C
C
FF
CC
C
NAD 83/ NA 2011

9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Reese Creek\I-5986A_hyd_Reese Creek Permit_psh09.dgnFkeysHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
PLANS
GRAPHIC SCALE

REVISIONS
www.rkk.com
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9_Reese
MATCHL
INE
-YREV
- STA
. 26+00
.00
SEE
SHEE
T
63A_REESE
SEE SHEET 10_Reese-LNBREV- STA. 90+00.00MATCHLINESEE SHEET 10_Reese-LSBREV- STA. 89+75.00MATCHLINESEE SHEET 8_Reese-LNBREV- STA. 65+00.00MATCHLINESEE SHEET 8_Reese-LSBREV- STA. 65+00.00MATCHLINERETAIN EXISTING C/A FENCE
RETAI
N EXI
STI
NG C/A FENCESEE INSET B
SITE 2
SITE 2
SITE 3
SITE 57
F
F
R
ET
A
IN

E
X
IS
T
ING

C
/A

F
E
N
C
E
SEE SHEET 10_Reese-LSBREV- STA. 89+75.00MATCHLINETS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
0
SCALE
100 50 100 200
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
T T FILL IN WETLAND
DENOTES TEMPORARY
INSET B
INSET A
SEE INSET A
SEE INSET B
025 100
SCALE FOR INSET
5050
SEE INSET C
INSET C
INSET D
SEE INSET D
SHEET 10 OF 163
PERMIT DRAWING
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
TO SHOW IMPACT
RIPRAP HATCHING REMOVED
TO SHOW IMPACT
RIPRAP HATCHING REMOVED
REVISED 9/22/2021
P
P
2GIB-WSS
& 12' OF 15" RCP
REMOVE DI
15" RCP-III RETAIN2GIB-WSS
15" RCP-III TRENCHLESS INSTALLATION 66" WELDED STEEL 4OTCBTRENCHLESS INSTALLATION 66" WELDED STEEL 4OTCB
SP. DET. HW
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCHRETAINREMOVE DI
P P
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
REMOVE DI
RET
AIN
4OTCB
TO JB W/MH
CONV 2GI
TO JB W/MH
CONV 2GI
24" RCP-III
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL J
LATERAL 4' BASE DITCH
SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
2GIB-WSS 2GIB-WSS
& 11' OF 15" RCP
REMOVE DI
P
P
4OTCB
2GIA-WSS
SP. DET.
REMOVE DI
RETAINSEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL G
MEDIAN V DITCH
W/7 SY GEOFAB
2 TONS CL B RIPRAP
LINE CUT/FILL TRANSITION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SYSTEM
RETA
IN66" RCP-IIIP
P
W/ FLOWABLE FILL
PLUG & FILL
2GIB-WSS
SP. DET.
2GIB-WSF
SP. DET.RETAIN2GIB-WSF
SP. DET.
15" RCP-III
15" RCP-III
JB w/MHSEE DETAIL HW/ CL B RIPRAPTOE PROTECTION2 ELBOWS15" CSP2GIB-WSF
W/5 SY GEOFAB
1 TON CL B RIPRAP
15" RCP-III
2GIB-WSF
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
RETAINRETAINREMOVE
REMOVE
2GIB-WSS
15" RCP-III 15" RCP-III
REMOVE
2GIA-WSS
FS
REMOVE DI
REMOVE DI
JB w/Slab Lid
FS
GTD
JB w/Slab Lid
FS
RIP RAP
CLASS I
RIP RAP
CLASS I
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
DI
REMOVE
P
P
W/ FLOWABLE FILLPLUG & FILL15" RCP-III
18" RCP-III
18" RCP-III
2GIA-WSS
SP. DET.
RCP-III
36"
P
P
W/ FLOWABLE FILLPLUG & FILLP
P
W/ FLOWABLE FILLPLUG & FILL42" RCP-III
42" RCP-III36" WELDED STEEL TRENCHLESS INSTALLATION W/39 SY GEOFAB
20 TON CL I RIPRAP
2GIA-WSS
SP. DET.
HW
SP. DET. W/ FLOWABLE FILLPLUG & FILLREMOVE DI
SEE DETAIL B
SPECIAL CUT DITCH
24" RCP-III24" RCP-III
2GIA-WSS
FS
SP. DET. HW
0904
RIP RAP
CLASS I TRENCHLESS INSTALLATION 66" WELDED STEEL 2 ELBOWS15" CSP2GIB-WSF
W/5 SY GEOFAB
1 TON CL B RIPRAP
P
42" RCP-III
2GIB-WSF
SP. DET.RETAINSubmitted 10/19/2021
EXISTING R/W
EXISTING R/W
S 59°34'03" W1162.80'
ECM
ECM
ECM
ECM
ECM
ECM
EXISTING R/W
EXISTING R/W
CONC
CONC
CON
C
CONC
CONC
CONC
CONC ISL ISLCONCCONCCONCI-95 NBL VAR BST I-95 NBL 38' BST
I-95 NBL 38' BST
I-95 NBL VAR BST
ON RAMP TO I-95 VAR BST
I-95 SBL VAR BST
I-95 SBL 38' BST
I-95 SBL VAR BST
ISL
CO
N
C CURB6" CONC CURB6" CONC ON RAMP TO I-95 VAR BST
BS
T3' BST
4' BST
3' BST
4' BST
10' BST
4' BST
VAR BST4' BSTVAR BST
5' BST
4' BST
10' BST
10' BST
4' BST VA
R BST4' BSTVAR BST
4' BST
4' BST
4' BST
4' BST
VAR BST
S
R 183
3
S
ANDE
ROS
A RD 24' BS
T
SR 1833 SANDEROSA RD VAR BST EXI
T RAM
P TO SR 1832 M
U
RPHY RD VA
R BSTSR 1832 MURPHY RD 49' BSTSR 1832 MURPHY RD VAR BSTEXI
T RAM
P TO SR 1832 MURPHY RD VAR BSTCI
TY OF EASTOVERWOODS
WOODS
WOODS
WOODS
WOODS
WOODS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
WOODS
MTLTO NC HWY 301TO BAYWOOD RD (SR 1831)S
8
8
°2
0'2
2
" WEXIS
TI
NG R/WI-95 SBL 38' BST
4' BST
10' BST
SWANN, MARY J.
DB 2836 PG 0687
AUTRY, MARGARET MURPHY
& HEIRS
DB 2493 PG 59
PB 131 PG 172
ECM
ECM
AUTRY, MARGARET M. HEIRS
DB 188 PG 226
EIP
0.6
8
E
CM-R/WEXISTING R/W EXISTING R/WE
XIS
TI
N
G
R/WEX
IST
ING R/W
EXISTING R/WEXISTING R/W
EXISTING R/WWOODS
WOODS
WOODS
WOODS
WOODS
18" RCP18" RCPDI18" RCP15" RCP15" RCP
18" RCP 30" RCP30" RCP30" RCP36" RCP
DI
DI
DI
DI
DI
DI
DI
DI
DI
DI
18" RCP
15" RCP
10' BST
CONC DECKCONC DECKCONC WWCONC WWCONC WWCONC WWCONC
WW
CONC WW
CONC WW
CONC WW
LOCATION
APPROX.
LOCATION
APPROX.SEAT=129.05'SEAT=128.87'SEAT=130.02'SEAT=130.29'117.59S63°33'11"E57.84
S33°5'0"W 219.97S56°55'1"E371.97N45°51'31"W420.07N45°23'29"E768.50S63°13'5"E371.18
S26°26'51"W
131.17
S33°5'1"W 326.08S61°47'48"E100.01N67°41'58"W105.03
S29°16'55"W
49.38'S79°25'12"E77.56'
S10°41'55"W
2
1
6
.
8
5'N8
7
°
1
8'
1
6
"W7
3
.
4
9'N8
7
°
1
8'
1
6
"WDI 18" RCP
(FROM AS-BUILTS)
LOCATION
APPROX.
(FROM AS-BUILTS)LOCATIONAPPROX.
DI
DI
15" RCP
18" CMP
CONC WW
CONC WW
CONC
WW
CONC
W
W
36" RCP
110110100100
100100
100100100100100100100110
110
110
110110
110
110
110
110110110110110
110110 110110110110110110 110
110
110110110110110110110110110
110
110110110110110110110110110
110110110110 110110110
110
1
1
0
110110110110110110110110110110110
110
110
110 110110110
1
1
0
110110110
110110 110110
110110110110
110110110120
1201201201201
2
0
120120
12012012012012012012012012012012012012
0
12
0120
1
2
0
120120120120
120
12
012
0 120120120
12
0
120
120 120120 120120120120120120120120120120130130130130130
130
1
3
0130130130 130130102.01
0
4.
0
104.0108.01
1
2.0116.0118.0102.0102.0102.0102.0102.0102.010
2
.0102.010
2.0
102.0102.0
102.0102.0102.0102.01
0
2.0
102.0102.0102.010
2.0
102.0
1
0
2.0
102.010
2.0
102.0102.010
2.0
10
2.0
1
0
2
.0102.0102.0102.0102.0102.0102.0102.01
0
2
.0
10
2.0
102.0102.0102.01
0
2.0
1
0
2.0
104.0104.0104.0104.0104.01
0
4.0
104.010
4.0
104.0104.01
0
4.0
104.010
4.0
10
4.0104.01
0
4.
0
104.01
04.
0
1
0
4.0
10
4.0
104.010
4.0
106.0106.0106.0106.0106.0 106.0106.0106.0106.0106.0106.0106.0106.0106.01
0
6.0
106.0106.0106.0106.0106.010
6.0
108.0
108.0108.0108.0108.0108.0 108.0108.0108.0108.0108.0108.01
0
8.0108.0108.0
108.0
108.0108.0108.0108.010
8
.0
10
8.0 108.010
8.0 108.010
8.0108.0112.0
112.0112.0112.0
112.0112.0
112.0112.0
112.0
112.0
112.0112.0112.0
112.0112.0112.0112.0112.0112.0112.0112.0112.0112.0112.0112.011
2.0 112.0112.0
112.0112.0
11
2.0112.0112.0112.0112.0112.0112.0112.0112.0112.0112.011
2.0
112.0112.0
112.0112.0112.011
2.0
112.0
112.01
12.0 112.0112.0112.0
114.0
114.0114.0114.0
114.0
114.0114.0114.0
114.0114.0114.0114.0114.0114.0114.011
4.0
114.0 114.0114.0114.0114.011
4.0114.0114.011
4
.0
114.0
114.0114.0114.0114.0114.0114.0 114.011
4.0 114.0114.0114.0 114.0
11
4.0
116.0116.0116.0116.0116.0116.0116.0116.0116.0116.0
116.0116.0116.0
11
6.0 116.0116.0116.0116.0116.0118.0118.0118.0118.011
8.0118.0118.0118.0
118.0118.0118.0118.0118.0118.0118.0118.011
8.0
118.0
1
1
8
.0122.0122.0122.0122.0122.0122.0
122.0122.012
2.0 122.0122.0
122.0
122.0
122.0122.0122.0122.0122.0124.0124.0124.0124.0124.0124.0124.0
124.0
124.0124.0124.0124.0124.01
24.
0124.0124.0124.012
4.0124.0126.0
126.0126.0126.0126.0126.0
126.0126.0 126.0126.0126.0126.0126.01
2
6.0
1
2
6.0128.0128.0128.0128.0
128.0 128.0128.0128.0128.0 128.0128.0
12
8.0132.0132.01
32
.
0 134.0134.0134.0136.0Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WB
WA
SV-1
WCC
WCB
WCA
SV-3
SV-2
WCC
25+00
15+00
20+00
70+00
20+00
70+00
75+00
25+00
75+00
80+00
30+00
80+00
85+00
35+00
85+00
40+00
20+00
15+0020+0015+00
RET
A
IN
EX
IST
ING
C
/A FENCE
RETAIN EXISTING C/A FENCE
END CONSTRUCTION
END OVERLAYRETAIN EXI
STI
NG C/A FENCERETAIN EXISTING C/A FENCE
PROP. NOISE WALL NW1B
15+00
20+0025+00CAT-1GREU TL-3
G
R
EU TL-330+0035+0040+00-YREV- POC Sta. 39+00.00
-YREV- POC Sta. 28+00.00
END PROPOSED GRADE
BEGIN OVERLAY
65+0065+00
65+0065+00
MURPHY RDB-77B-77CAT-1B-77B-77CAT-1B
C D
A
B-77
B-77
B-77
B-77
ATTENUATOR
ATTENUATOR
ATTENUATORCAT-1GREU TL-390+00
PROP. SBG
PROP. SBGPROP. SBGPROP. SBGPROP. SBG
PROP. SBGAT-1
AT-1
CAT-1
R
E
T
AI
N
E
XIS
TI
N
G
C/
A
F
E
N
C
EC/A FENCE RETAIN EXISTING ;
;
;
;
;
;
;
;
C
C
C
C
C
C
C
C
C
F
F
F
C
F
C
F
F
F
C
FFFC
FFFFFF
CCF
C
C
F
C
C
FF
CC
C
NAD 83/ NA 2011

9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Reese Creek\I-5986A_hyd_Reese Creek Permit_psh09_con.dgnFkeysHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
I-5986A
PLANS
GRAPHIC SCALE

REVISIONS
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
9_Reese
MATCHL
INE
-YREV
- STA
. 26+00
.00
SEE
SHEE
T
63A_REESE
SEE SHEET 10_Reese-LNBREV- STA. 90+00.00MATCHLINESEE SHEET 10_Reese-LSBREV- STA. 89+75.00MATCHLINESEE SHEET 8_Reese-LNBREV- STA. 65+00.00MATCHLINESEE SHEET 8_Reese-LSBREV- STA. 65+00.00MATCHLINERETAIN EXISTING C/A FENCE
RETAI
N EXI
STI
NG C/A FENCESEE INSET B
SITE 2
SITE 2
SITE 3
SITE 57
F
F
R
ET
A
IN

E
X
IS
T
ING

C
/A

F
E
N
C
E
SEE SHEET 10_Reese-LSBREV- STA. 89+75.00MATCHLINEENGLISH
0
SCALE
100 50 100 200
INSET B
INSET A
SEE INSET A
SEE INSET B
025 100
SCALE FOR INSET
5050
SEE INSET C
INSET C
INSET D
SEE INSET D
SHEET 11 OF 163
PERMIT DRAWING
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
T T FILL IN WETLAND
DENOTES TEMPORARY
CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
TO SHOW IMPACT
RIPRAP HATCHING REMOVED
TO SHOW IMPACT
RIPRAP HATCHING REMOVED
REVISED 9/22/2021
P
P
2GIB-WSS
& 12' OF 15" RCP
REMOVE DI
15" RCP-III RETAIN2GIB-WSS
15" RCP-III TRENCHLESS INSTALLATION 66" WELDED STEEL 4OTCBTRENCHLESS INSTALLATION 66" WELDED STEEL 4OTCB
SP. DET. HW
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL B
SPECIAL CUT DITCHRETAINREMOVE DI
P P
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
REMOVE DI
RET
AIN
4OTCB
TO JB W/MH
CONV 2GI
TO JB W/MH
CONV 2GI
24" RCP-III
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL J
LATERAL 4' BASE DITCH
SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL B
SPECIAL CUT DITCH
2GIB-WSS 2GIB-WSS
& 11' OF 15" RCP
REMOVE DI
P
P
4OTCB
2GIA-WSS
SP. DET.
REMOVE DI
RETAINSEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL K
LATERAL V DITCH
SEE DETAIL A
SP. LAT. V DITCH
SEE DETAIL G
MEDIAN V DITCH
W/7 SY GEOFAB
2 TONS CL B RIPRAP
LINE CUT/FILL TRANSITION
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
SYSTEM
RETA
IN66" RCP-IIIP
P
W/ FLOWABLE FILL
PLUG & FILL
2GIB-WSS
SP. DET.
2GIB-WSF
SP. DET.RETAIN2GIB-WSF
SP. DET.
15" RCP-III
15" RCP-III
JB w/MHSEE DETAIL HW/ CL B RIPRAPTOE PROTECTION2 ELBOWS15" CSP2GIB-WSF
W/5 SY GEOFAB
1 TON CL B RIPRAP
15" RCP-III
2GIB-WSF
SEE DETAIL B
SPECIAL CUT DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
RETAINRETAINREMOVE
REMOVE
2GIB-WSS
15" RCP-III 15" RCP-III
REMOVE
2GIA-WSS
FS
REMOVE DI
REMOVE DI
JB w/Slab Lid
FS
GTD
JB w/Slab Lid
FS
RIP RAP
CLASS I
RIP RAP
CLASS I
W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
DI
REMOVE
P
P
W/ FLOWABLE FILLPLUG & FILL15" RCP-III
18" RCP-III
18" RCP-III
2GIA-WSS
SP. DET.
RCP-III
36"
P
P
W/ FLOWABLE FILLPLUG & FILLP
P
W/ FLOWABLE FILLPLUG & FILL42" RCP-III
42" RCP-III36" WELDED STEEL TRENCHLESS INSTALLATION W/39 SY GEOFAB
20 TON CL I RIPRAP
2GIA-WSS
SP. DET.
HW
SP. DET. W/ FLOWABLE FILLPLUG & FILLREMOVE DI
SEE DETAIL B
SPECIAL CUT DITCH
24" RCP-III24" RCP-III
2GIA-WSS
FS
0904
RIP RAP
CLASS I TRENCHLESS INSTALLATION 66" WELDED STEEL 2 ELBOWS15" CSP2GIB-WSF
W/5 SY GEOFAB
1 TON CL B RIPRAP
P
42" RCP-III
2GIB-WSF
SP. DET.RETAINSubmitted 10/19/2021
RETAIN EXIST. 7' X 5' RCBC
Responsive People | Creative Solutions
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
ENGLISH5/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
I-5986A
9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Reese Creek\I-5986A_hyd_prm_wet_PFL_SITE02.dgnFkeys(NORMAL)6:1 (N
OR
MAL)6:1 CL
GROUND
EXISTING
SHEET 12 OF 163
PERMIT DRAWING
(length=569')
(not buried)
TRENCHLESS INSTALLATION 66" WELDED STEEL AND 66" RCP-III
-LSBREV- STA. 71+98
SITE 2
SKEW=90
-LSBREV- STA. 71+98LC
SKEW=109
-YRPCREV STA. 20+42LC
SKEW=105
-YRPBREV- STA. 20+86 (N
O
R
MAL)3:1 (NOR MAL )4:1
SKEW=90
-LNBREV- STA. 71+98LC
104.57'
NWS =
(NORMAL)10.5:1 (
N
O
R
MAL)6:1
REVISED 9/22/2021
66" RCP III
ELEVATION = 106.50'
PROPOSED
66" WSP
66" WSP
PIPE SLOPE = 0.03%
PIPE SLOPE = 1.90%
ELEVATION = 102.0'
PROPOSED
ELEVATION = 102.52'
PROPOSED
ELEVATION = 103.17'
PROPOSED
PIPE SLOPE = 0.03%
STREAMBED
PROPOSED
STREAMBED
PROPOSED
Submitted 10/19/2021
00
00
2020
2020
4040
4040
6060
6060
8080
8080
100100
100100
120120
120120
140140
140140
160160
160160
180180
180180
200200
200200
220220
220220
240240
240240
260260
260260
280280
280280
300300
300300
9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Reese Creek\I-5986A_Rdy_xpl_LSBREV_site02.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/16120 120
140 140
100 10070+50.00
120 120
140 140
100 10071+00.00
120 120
140 140
100 10071+50.00
120 120
140 140
100 10072+00.00
120 120
140 140
100 10072+50.00
120 120
140 140
100 10073+00.00
Reese X-21I-5986A
-LSBREV-
10 20
WETLAND
WETLAND
ENGLISH
SHEET 14 OF 163
PERMIT DRAWING
SITE 2
REVISED 9/22/2021
113.14
70+16.53
-LNBREV-
19+32.65
-YRPBREV-
18+87.02
-YRPCREV-
0.0256:1 6
:1
0.025 0.0206:1 6
:10.0360.038 6
:1
0.0610.061
6
:1
14:1
0.020
111.31
6.3:1
3:1110.65 112.61
113.01
70+66.53
-LNBREV-
19+84.25
-YRPBREV-
19+39.01
-YRPCREV-
0.0256:10.025 0.0206:1 6
:10.0170.018 6
:1
0.0590.059
6
:1
13:1 0.020
110.97
7
:1
6:1
3:1110.36
112.73
112.89
71+16.53
-LNBREV-
20+35.97
-YRPBREV-
0.0256:10.025 0.0206:1 6
:16
:1
0.0140.01412:1 0.020
110.64
7:17:1
3:1110.07
112.80
112.85
71+66.53
-LNBREV-
0.0256:10.025 0.0206:1 6
:1
0.020
110.46
7:1 8.2:1
3:1109.91
112.80
112.72
72+16.53
-LNBREV-
0.0256:10.025 0.0206:1 6
:1
0.020
110.57
7
:1 7:1
3:1110.03
112.73
112.72
72+66.53
-LNBREV-
6
:1
0.0256:1 6
:1
0.025 0.0206:1 6
:1
0.020 6:1
110.693:1110.15
112.59
Submitted 10/19/2021
00
00
2020
2020
4040
4040
6060
6060
8080
8080
100100
100100
120120
120120
140140
140140
160160
160160
180180
180180
200200
200200
220220
220220
240240
240240
260260
260260
280280
280280
300300
300300
9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Reese Creek\I-5986A_hyd_prm_wet_XPL_LSBREV_SITE03.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/16100 100
120 120
140 140
80 80
85+50.00
100 100
120 120
140 140
160 160
80 80
86+00.00
100 100
120 120
140 140
160 160
80 80
86+50.00
100 100
120 120
140 140
160 160
80 80
87+00.00
100 100
120 120
140 140
160 160
80 80
87+50.00
Reese X-26I-5986A
-LSBREV-
10 20
WETLAND
ENGLISH
WETLAND
WETLAND
WETLAND
WETLAND
SHEET 14A OF 163
PERMIT DRAWING
SITE 3
REVISED 9/22/2021
110.35
85+16.53
-LNBREV-
15+90.10
-YRPDREV-
14+71.27
-YRPAREV-
0.025 0.020
6
:1
0.0256:1
6
:10.0705.76:1 0.027 6:1 0.0700.070
0.020
3:13:1
107.12
5
.5
:1
116.70
110.20
85+66.53
-LNBREV-
15+38.67
-YRPDREV-
14+20.49
-YRPAREV-
0.025 0.020
6
:1
0.0256:1
6
:10.0704.67:1 0.034 6:1 0.0710.071
0.020
4
.2
:1
116.98
109.92
86+16.53
-LNBREV- 14+87.55
-YRPDREV-
13+69.92
-YRPAREV-
0.025 0.020
6
:1
0.0256:1 6
:10.070
4.07:1 0.040 0.0710.0716:10.020
117.17
3:13:13:13:1109.95
86+66.53
-LNBREV-
14+36.69
-YRPDREV-
13+19.53
-YRPAREV-
0.025 0.020
6
:1
0.0256:10.070
3.66:1 0.071
3:10.044 0.044
0.020
117.29
3:1116.50109.85
87+16.53
-LNBREV- 13+86.06
-YRPDREV-
12+69.29
-YRPAREV-
0.025 0.020
6
:1
0.0256:10.070
3.39:1 0.0700.042 0.0440.020
117.33 116.923:1Submitted 10/19/2021
00
00
2020
2020
4040
4040
6060
6060
8080
8080
100100
100100
120120
120120
140140
140140
160160
160160
180180
180180
200200
200200
220220
220220
240240
240240
260260
260260
280280
280280
300300
300300
9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Reese Creek\I-5986A_Rdy_xpl_LSBREV_site03B.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/16100 100
120 120
140 140
80 80
90+50.00
100 100
120 120
140 140
80 80
91+00.00
100 100
120 120
140 140
80 80
91+50.00
100 100
120 120
140 140
80 80
92+00.00
100 100
120 120
140 140
80 80
92+50.00
120 120
140 140
100 10093+00.00
Reese X-28I-5986A
-LSBREV-
10 20
SHEET 15 OF 163
PERMIT DRAWING
ENGLISH
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
SITE 3
REVISED 9/22/2021
108.98
90+16.53
-LNBREV-
10+85.05
-YRPDREV-
0.025 0.025 0.020 0.025 0.0320.020 117.463:1108.82
90+66.53
-LNBREV-
10+35.05
-YRPDREV-
0.020 0.0250.025 0.025 0.0200.025 0.025 0.025 117.463:1108.89
91+16.53
-LNBREV-
0.025 0.025 0.020 0.020 0.020 0.0250.0250.020
108.86
91+66.53
-LNBREV-
0.025 0.025 0.020 0.020 0.020 0.020 0.0250.0250.025 0.025 0.020 0.020 0.020 0.020 0.025 0.025
108.70
92+16.53
-LNBREV-
0.025 0.025 0.020 0.020 0.020 0.020 0.025 0.025
108.61
92+66.53
-LNBREV-
0.021 0.021 0.020
3:1 0.025 0.0250.0250.0200.020
Submitted 10/19/2021
Reese Creek-1
Reese Creek-2 WOODSWOODSMT
L MT
L
MTL
MT
L
WOO
DS
WO
O
D
S
WOODS
48"
W
W & 1SB
W
W
OOD
SWOOD
S
WOODS
WOODS
WOODS
WOODSWOODS
WOODS
WOODS
M
TLMTLMTL
MTL
2 S F D
S
I-95 SBL VAR BST
I-95 SBL VAR BST
I-95 NBL VAR BST
I-95 NBL VAR BST
I-95 SB
L VA
R B
ST
I-95 NBL VAR BST
I-95
OF
F
R
A
MP
V
A
R
BST
US 301/I-95 NBL VAR BST4' BST
3.5' BST
3' BST
3' BST
4' BST2.5' B
ST
2.5' BST3' BST4' BST48" WW
& 1SB
W48
"' WW & 1 SBW
S
EIP
E
IPE
IP
EIP
EIP
EIP
EIP EIPR/W
MO
N
R/W M
ON
S 58°42'55" W431.72'N 18°41'03" W198.47'N 47°04
'39" W
31.24
'N 24°04'53" E
99.85'N 47°04'39" W140.84'S 60°22'40" W136.57'N 64°01'28" W157.97'
N 12°35'17" WN 31°16'48" E
114.68'
N 46°34
'30" W38.51
'N 46°34'30" W156.06'N
8
3°4
9'5
4
" W196.5
6'S 63°2
8'
2
7" W127.
4
4'N 35°42'33" W125.71'N 13°18'09" E
226.24'N 61°42'24" E127.71'N 26°31'08" W208.71'N 26°31'08" W243.28'N 27°34'56" W205.41'S 83°22'23"
W
51.58'
TOTAL 184.10'
TO EIP 183.96'
12
8.07
124.3
5
127.66
12
8.9
1
13
0.15
127.85
127.88
126.41
EIP
12
4.73
EIP
128.13
4 REB
AR
128.38
SERVICE BOX POLE
R/W
MO
N
W/R GNITSIXE
W/R GNITSIXE
I-95 NBL VAR BST
EXISTING R/W 18" RCP24" RCP15" RCPCONC
CONC
CONC
CONC
DI
DI
DI
DI
CONC
DI
18" RCPCONC
DI
18" RCP 30" RCP
15" HDPEJ
B12" HDPE12" HDPE24" CMP
18
" RC
P
30" CMP 30" RCP15" HDPE24" C MP12" HDPE12" HDPE12" HDPE12" HDPECONC
CONC
15" CONC HW
15" CONC HW
CO
NC
DI
15" HDPECONC DECK
CO
NC DECK
13
0.5
8
P
OSSIBLE J
U
N
CTIO
N
BO
X 24" HDPE24" HDPE
24" HD
PE 24" HDPE24" HDPE
05
06
07
08
09010011012
013014015016
CONCRETE 3.5' PIERS
CONCRETE 3.5' PIERS
CONCRETE 3.5' PIERS599.21N67°24'42"W24" CMP
12" HDPE15" CONC HW18" RCPCULVERT #4
TWO BARRELS
15" CONC HW
100 102.0102.0 104.0INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
REESE CREEKREESE CREEKResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WD
SA
WA
WC
WD
WB
Reese Creek-2
Reese Creek-1
REESE CREEKWB
OR MEASURABLE INFALL
NO DEFINED DITCHES
WETLAND/SWAMP REESE CREEKTYP.66.67'
;
;
;
;
;;
90+00
40+00
95+00
45+00
95+00
100+00
50+00
100+00
105+00
55+00
105+00
110+00
60+00
110+00
115+00
65+00
115+00
B-77
GREU TL-3
B-77
GREU TL-3
GREU TL-3
-Y1SB-
I-95 BUSB-77 B-77
25+00
RETAIN EXISTING C/A FENCE
30
+00
B-
77 B-77
CAT-1PROP. SBGRET
A
IN
EX
IST
ING
C
/A
FENCE 35+00I-95
BUS
40+00
RETAIN EXISTING C/A FENCE
CAT-125+00PRO
P. NO
IS
E W
A
LL NW
1RETAI
N EXI
STI
NG C/A FENCECAT-1
GREU TL-3
20
+
0
0
15+00
RETAIN EXISTING C/A FENCE
B-77
PROP. NOISE WALL NW1
B-77
B-77
B-77
B-77
ATTENUATOR
ATTENUATOR
ATTENUATOR
ATTENUATOR
90+00
B-77
CAT-1
PROP. SBG
PROP. SBG
PROP. SBG
F
F
F
C
F F
F
F
F
F
F
F
F
F
F
F
C
C F
C
C
F
F C
F C
NAD 83/ NA 2011
9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Reese Creek\I-5986A_hyd_Reese Creek Permit_psh10.dgnFkeysHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
56,400
44,600
69,400
54,500
13,000
9,900
13,000
9,900
I-95
I-95
B
US.
I-5986A
PLANS
0
GRAPHIC SCALE
502550

6/2/99

REVISIONS
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
10_Reese
SEE SHEET 9_Reese-LNBREV- STA. 90+00.00MATCHLINESEE SHEET 9_Reese-LSBREV- STA. 89+75.00MATCHLINESEE SHEET 11_Reese-LNBREV- 117+50.00 MATCHLINE SEE SHEET 11_Reese-LSBREV- 118+00.00 MATCHLINE SEE SHEET 11_ReeseMATCHLINE -Y1NB- 45+00.00FOR -Y1SB- PROFILE SEE SHT. 148_Reese
SHTS. 146_Reese THRU 147_Reese
FOR -Y1NB- PROFILE SEE
FOR -YRPDREV- PROFILE SEE SHT. 145_Reese
FOR -YRPAREV- PROFILE SEE SHT. 145_Reese
SHTS. 88_Reese THRU 90_Reese
FOR -LSBREV- PROFILE SEE
SHTS. 88_Reese THRU 90_Reese
FOR -LNBREV- PROFILE SEE
STA. 20+00.00 SEE SHEET 63
MATCHLINE -Y1NB-SEE SHEET 63 STA. 35+00.00 MATCHLINE -Y1SB-100
S
SEE INSET C
SEE INSET D
F
F
SEE INSET F
SITE 3
SITE 4
SITE 5
SITE 4
SITE 6
SITE 6
SITE 3
S
F
F
*****
***
************
B-77
F
TO PLOT FULL SIZE 62"X34"SEE SHEET 9_Reese-LSBREV- STA. 89+75.00MATCHLINE-Y1NB- SC Sta. 25+33.93
*****
***
************
GREU TL-3
RETAIN EXISTING C/A FENCE
0
9
2
1
1018 FB-77
B-77
PROP. SBG
PROP. SBG BM #1
SEE INSET A
INSET A
INSET B
SEE INSET B
SEE INSET C
INSET D
SEE INSET D
INSET E
SEE INSET E
INSET F
SEE INSET F
ENGLISH
0
SCALE FOR INSET
50 50 100
T T FILL IN WETLAND
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN0200
SCALE
10010050
25 CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
INSET G
INSET H
SEE INSET G
SEE INSET H
C
INSET
INSET H
SHEET 16 OF 163
PERMIT DRAWINGTSTS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
REVISED 9/22/2021
2GIB-WSS
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAP
2GIB-WSF
SP. DET.
15" RCP-III
RCP-III
18" RCP-III
15"RETAI
NRETAI
NCOLLAR
2GIB-WSF
2GIB-WSF
2 ELBOWS
15" CSP
RCP-III
15"
W/5 SY GEOTEXTILE
1 TONS CL B RIPRAP
2GIB-WSS
FS
RCP-III 15"
2GIB-WSF
2GIB-WSF 2GIB-WSS
JB w/MH
Conv. DI To
2GIB-WSS
15" RCP-III
18" RCP-III
FS
W/ FLOWABLE FILLPLUG & FILL2GIB-WSSGRADE TO DRAIN
RETAIN
Adj. 2GI
R
ET
A
IN
DI
REMOVE
2GIB-NSF
15" RCP-III 2GIB-NSF2 ELBOWS15" CSP W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
RETAINSEE DETAIL AI
DITCH W/ CL B RIPRAP
STANDARD 4' BASE
SEE DETAIL T
STANDARD V DITCH
SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL G
MEDIAN V DITCH30" RCP-IVJB w/MH
JB w/MH
HW
COLLAR
2GIA-WSS
TRENCHLESS INSTALLATION 60" WELDED STEEL 60" WELDED STEEL TRENCHLESS INSTALLATION 4OTCB
EXISTING 30" CMP
REMOVE APPROX. 10 LF
W/89 SY GEOTEXTILE
48 TONS CL I RIPRAP
TRENCHLESS INSTALLATION 66" WELDED STEEL W/ FLOWABLE FILL
PLUG & FILL
FS
FS
2GIB-WSS 30" RC
P-IV
54" RCP-III
W/ FLOWABLE FILLPLUG & FILL60" RCP-IIIW/ FLOWABLE FILLPLUG & FILLREMOVE DI
15" RCP-III
REMOVE DI
RETAINRETAINRETAINSEE DETAIL W
BASE DITCH
STANDARD 4'
SEE DETAIL W
BASE DITCH
STANDARD 4'RETAINJB w/MH
UNDERDRAINOF SHOULDER/AFTER INSTALLATIONW/ FLOWABLE FILLPLUG & FILL14' OF 15"
REMOVE DI &W/ FLOWABLE FI
LLPLUG & FI
LLW/ FLOWABLE FI
LLPLUG & FI
LLEXISTING 24" RCP
REMOVE 45'W/ FLO WA B LE FILL
PLU G & FILL
TRENCHLESS INSTALLATION 30" WELDED STEEL RETAINRETAINW/21 SY GEOTEXTILE
8 TONS CL B RIPRAP
TRENCHLESS INSTALLATION 36" WELDED STEEL
W/30 SY GEOTEXTILE
15 TONS CL I RIPRAPRETAINRETAIN JB
W/ FLOWABLE FILL
PLUG & FILL
SEE DETAIL C
4' BASE DITCH
SPECIAL LATERAL
HW
DI
REMOVE 15" RCP-III
SEE DETAIL Q
BERM TOP ELEV=111.0'
BERM
TO BOX BEHIND
GRADE TO DRAIN
2GIB-WSS24" RCP-III2GIB-WSF
15" RCP-III
GTD
SEE DETAIL A
SP. LAT. V DITCH
TO BE REMOVED
2@9'x5' RCBC
EXISTING
TO DAYLIGHT
PLASTIC PIPE
AND EXTEND
COLLAR
2GIB-WSF
15" RCP-IV
TRENCHLESS INSTALLATION 36" WELDED STEEL
HW
1021
EXISTING 24" RCP
REMOVE 45'TRENCHLESS INSTALLATION 30" WELDED STEEL RETAINTRENCHLESS INSTALLATION 30" WELDED STEEL Q10=25.8 cfs
V10=1.06 ft/s
Q10=36.7 cfs
V10=1.52 ft/s
Q10=157 cfs
V10=1.43 ft/s
Q10=25.8 cfs
V10=1.06 ft/s
TO BE REMOVED
2@9'x5' RCBC
EXISTING
Q10=36.7 cfs
V10=1.52 ft/s
1002 10EX2RETAIN
P
P
2GIB-WSFSP. DET.15" RCP-III
2GIB-WSF
15" RCP-III
Submitted 10/19/2021
Reese Creek-1
Reese Creek-2 WOODSWOODSMT
L MT
L
MTL
MT
L
WOO
DS
WO
O
D
S
WOODS
48"
W
W & 1SB
W
W
OOD
SWOOD
S
WOODS
WOODS
WOODS
WOODSWOODS
WOODS
WOODS
M
TLMTLMTL
MTL
2 S F D
S
I-95 SBL VAR BST
I-95 SBL VAR BST
I-95 NBL VAR BST
I-95 NBL VAR BST
I-95 SB
L VA
R B
ST
I-95 NBL VAR BST
I-95
OF
F
R
A
MP
V
A
R
BST
US 301/I-95 NBL VAR BST4' BST
3.5' BST
3' BST
3' BST
4' BST2.5' B
ST
2.5' BST3' BST4' BST48" WW
& 1SB
W48
"' WW & 1 SBW
S
EIP
E
IPE
IP
EIP
EIP
EIP
EIP EIPR/W
MO
N
R/W M
ON
S 58°42'55" W431.72'N 18°41'03" W198.47'N 47°04
'39" W
31.24
'N 24°04'53" E
99.85'N 47°04'39" W140.84'S 60°22'40" W136.57'N 64°01'28" W157.97'
N 12°35'17" WN 31°16'48" E
114.68'
N 46°34
'30" W38.51
'N 46°34'30" W156.06'N
8
3°4
9'5
4
" W196.5
6'S 63°2
8'
2
7" W127.
4
4'N 35°42'33" W125.71'N 13°18'09" E
226.24'N 61°42'24" E127.71'N 26°31'08" W208.71'N 26°31'08" W243.28'N 27°34'56" W205.41'S 83°22'23"
W
51.58'
TOTAL 184.10'
TO EIP 183.96'
123.15
12
8.07
124.3
5
127.66
12
8.9
1
13
0.15
12
8.34
128.5212
8.78
12
8.81
128.77
128.8
3
128.8
7
12
8.6
5
12
8.77
12
7.76
127.4
6
12
7.39 12
7.0
3
12
7.18
12
7.25
12
7.18
123.69
12
3.6
1
123.6
1
12
3.96
123.7
6
123.73
128.4
0
128.0
7
127.94
12
7.5
6
128.14
127.66
127.0
0
127.3
7
127.57
127.7112
6.99
12
7.8
7 12
7.2
4 126.8
3 126.06
126.83127.8
2
128.1012
8.34
12
3.8
7
123.45
123.21
12
3.29
12
3.38
12
3.6
8
127.85
127.88
12
7.22
127.28
127.0
8
127.08
126.5
5
126.02
126.47
126.3
2 128.02
127.50
126.8
7126.51
126.51
126.7
8
12
3.64
122.93
122.60
122.4
4
126.41
EIP
12
4.73
EIP
122.7
5
12
5.27 12
5.2
4
12
3.55
122.12
121.4
9
12
2.46
122.20
122.3
7
121.46
126.0
3
12
8.5
2
13
4.47
-857.93
-856.16-86
0.4
8
-86
0.76
-857.95
-859.0
4
-8
5
7.81
128.13
4 REB
AR
128.9
8
128.38
130.6
3
13
0.93
130.79
13
0.6
6
128.9
1
SERVICE BOX POLE
R/W
MO
N
EXISTING R/W
EXISTING R/W
I-95 NBL VAR BST
EXISTING R/W 18" RCP24" RCP15" RCPCONC
CONC
CONC
CONC
DI
DI
DI
DI
CONC
DI
18" RCPCONC
DI
18" RCP 30" RCP
15" HDPEJ
B12" HDPE12" HDPE24" CMP
18
" RC
P
30" CMP 30" RCP15" HDPE24" C MP12" HDPE12" HDPE12" HDPE12" HDPECONC
CONC
15" CONC HW
15" CONC HW
CO
NC
DI
15" HDPECONC DECK
CO
NC DECK
12
3.5
5
123.66
12
4.57123.21
12
3.23
122.2
2
121.2
0
13
0.5
8
P
OSSIBLE J
U
N
CTIO
N
BO
X 24" HDPE24" HDPE
24" HD
PE 24" HDPE24" HDPE
05
06
07
08
09010011012
013014015016
CONCRETE 3.5' PIERS
CONCRETE 3.5' PIERS
CONCRETE 3.5' PIERS599.21N67°24'42"W24" CMP
12" HDPE15" CONC HW18" RCPCULVERT #4
TWO BARRELS
15" CONC HW 110110110110
12012011
0
11011
0
110100100
110110
11
0
1
1
0
110110110110
110
110 110
110110110 110
110110
110110
110
110
110
110
110110110110110110110
110
110
110110110110110110
110
110110110
110
11011
0
12
0
120
12
0
120120120120120
120
120120
120120
120120
120
120120
120
120
120
12012012012012012012012012
0
120
120
120
120
120 120
120
12012012012012012
0120120
120120
120120
120120 120120120
120120120120
120
130
130130130
130130130130130130130130
130
130
130130130
130130 130130
130
140140140 140140140140140
100100106.0
118.0106.0
118.0106.0
112
.0116.0106.0
112
.0116.0112.0
128.0
112.0
128.098.0102.0102.0
102.0
104.0104.0
104.0104.0104.0
10
4.0104.0104.0104.0
104
.0
10
4.0
104.0104.0104.010
4
.0 104.0104.0104.0104.0
104.0
104.0
10
4.0
104.0
104.0104.0
104.0
104.0
10
4.0
104.0
104.0
104.0104.0104.0104.0104.0104.0106.0
106.0
106.0
106.0 106.0106.010
6.0
106.0
106.0
108.0
108.0
108.0
108.0
108.0
108.0108.0108.0108.0
108.0
108.0108.0
1
08.
0
108.0108.0112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0
112.0112.0
112.0
112.0
112.0112.0112.0112.0
114.0
11
4.0
114.0114.0114.0114.0
114.0
114
.0114.0114.0
114.0114.0
114.0114.0114.0
116.0
11
6.0
116.0
116.0
116.0
116.0116.0116.0116.0116.0
116.0116.0116.0116.0116.0116.0116.0
11
8.0
118.0118.0118.0
11
8.0118.0118.0
118.0
118.0
118.0118.0118.0118.0
118.0118.0
118.0
118.0
118.0118.011
8
.
0
118.0118.0118.0118.0
11
8.0
118.0118.0122.0122.0122.0122.0122.0122.0122.0
122.0
122.0122.0122.0122.0
122.0
122.0
122.0122.0122.0
1
2
2
.0
122.0122.0122.0122.0122.0
122.0122.0122.0124.0
124.0124.0124.0124.0124.0124.0
124.0
124.0124.0124.012
4.0124.0
124.0
124.0124.0124.0124
.0
1
2
4
.0
124.012
4.0 124.0124.0126.0
126.0126.0126.0126.0
126.0126.0126.0126.0
126.0
126.0 126.0126.012
6.0126
.012
6.0 126.0126.01
2
8.0
128.0
128.0
128.0128.0128.0128.0128.0128
.0
128.0
128.0128.012
8.0
128.0128.0
128.0
128.0128.0128.0132.0
132.0132.0132.0
132.0
13
2.0
132.0
134.0134.0134.0134.0134.0134.0136.0136.0136.0
13
6.0
1
3
6.
0
138.0138.0138.0138.0142.0142.0144.0144.0
144.0
102.0102.0 104.0104.0
104.010
4
.0104.0
1
0
4
.
0
106.0
106.0108.0
10
4.0
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
REESE CREEKREESE CREEKResponsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WD
SA
WA
WC
WD
WB
Reese Creek-2
Reese Creek-1
REESE CREEKWB
OR MEASURABLE INFALL
NO DEFINED DITCHES
WETLAND/SWAMP REESE CREEKTYP.66.67'
;
;
;
;
;;
90+00
40+00
95+00
45+00
95+00
100+00
50+00
100+00
105+00
55+00
105+00
110+00
60+00
110+00
115+00
65+00
115+00
B-77
GREU TL-3
B-77
GREU TL-3
GREU TL-3
-Y1SB-
I-95 BUSB-77 B-77
25+00
RETAIN EXISTING C/A FENCE
30
+00
B-
77 B-77
CAT-1PROP. SBGRET
A
IN
EX
IST
ING
C
/A
FENCE 35+00I-95
BUS
40+00
RETAIN EXISTING C/A FENCE
CAT-125+00PRO
P. NO
IS
E W
A
LL NW
1RETAI
N EXI
STI
NG C/A FENCECAT-1
GREU TL-3
20
+
0
0
15+00
RETAIN EXISTING C/A FENCE
B-77
PROP. NOISE WALL NW1
B-77
B-77
B-77
B-77
ATTENUATOR
ATTENUATOR
ATTENUATOR
ATTENUATOR
90+00
B-77
CAT-1
PROP. SBG
PROP. SBG
PROP. SBG
F
F
F
C
F F
F
F
F
F
F
F
F
F
F
F
C
C F
C
C
F
F C
F C
NAD 83/ NA 2011
9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Reese Creek\I-5986A_hyd_Reese Creek Permit_psh10_con.dgnFkeysHYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.6/2/99TO PLOT 34"(HALF SIZE)TO PLOT FULL SIZE 62"X34"TO PLOT FULL SIZE 62"X34"TO PLOT 34"(HALF SIZE)
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
ADT 2040
ADT 2018
TRAFFIC DIAGRAM
56,400
44,600
69,400
54,500
13,000
9,900
13,000
9,900
I-95
I-95
B
US.
I-5986A
PLANS
0
GRAPHIC SCALE
502550

6/2/99

REVISIONS
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
10_Reese
SEE SHEET 9_Reese-LNBREV- STA. 90+00.00MATCHLINESEE SHEET 9_Reese-LSBREV- STA. 89+75.00MATCHLINESEE SHEET 11_Reese-LNBREV- 117+50.00 MATCHLINE SEE SHEET 11_Reese-LSBREV- 118+00.00 MATCHLINE SEE SHEET 11_ReeseMATCHLINE -Y1NB- 45+00.00FOR -Y1SB- PROFILE SEE SHT. 148_Reese
SHTS. 146_Reese THRU 147_Reese
FOR -Y1NB- PROFILE SEE
FOR -YRPDREV- PROFILE SEE SHT. 145_Reese
FOR -YRPAREV- PROFILE SEE SHT. 145_Reese
SHTS. 88_Reese THRU 90_Reese
FOR -LSBREV- PROFILE SEE
SHTS. 88_Reese THRU 90_Reese
FOR -LNBREV- PROFILE SEE
STA. 20+00.00 SEE SHEET 63
MATCHLINE -Y1NB-SEE SHEET 63 STA. 35+00.00 MATCHLINE -Y1SB-100
S
SEE INSET C
SEE INSET D
F
F
SEE INSET F
SITE 3
SITE 4
SITE 5
SITE 4
SITE 6
SITE 6
SITE 3
S
F
F
*****
***
************
B-77
F
TO PLOT FULL SIZE 62"X34"SEE SHEET 9_Reese-LSBREV- STA. 89+75.00MATCHLINE-Y1NB- SC Sta. 25+33.93
*****
***
************
GREU TL-3
RETAIN EXISTING C/A FENCE
0
9
2
1
1018 FB-77
B-77
PROP. SBG
PROP. SBG BM #1
SEE INSET A
INSET A
INSET B
SEE INSET B
SEE INSET C
INSET D
SEE INSET D
INSET E
SEE INSET E
INSET F
SEE INSET F
ENGLISH
0
SCALE FOR INSET
50 50 100
T T FILL IN WETLAND
DENOTES TEMPORARY
WETLAND
DENOTES FILL INFF
S S SURFACE WATER
DENOTES IMPACTS IN
0 200
SCALE
10010050
25 CLEARING
DENOTES MECHANIZED**
*
*
***
**
*
*
INSET G
INSET H
SEE INSET G
SEE INSET H
C
INSET
INSET H
SHEET 17 OF 163
PERMIT DRAWINGTSTS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
REVISED 9/22/2021
2GIB-WSS
W/14 SY GEOTEXTILE
5 TONS CL B RIPRAP
2GIB-WSF
SP. DET.
15" RCP-III
RCP-III
18" RCP-III
15"RETAI
NRETAI
NCOLLAR
2GIB-WSF
2GIB-WSF
2 ELBOWS
15" CSP
RCP-III
15"
W/5 SY GEOTEXTILE
1 TONS CL B RIPRAP
2GIB-WSS
FS
RCP-III 15"
2GIB-WSF
2GIB-WSF 2GIB-WSS
JB w/MH
Conv. DI To
2GIB-WSS
15" RCP-III
18" RCP-III
FS
W/ FLOWABLE FILLPLUG & FILL2GIB-WSSGRADE TO DRAIN
RETAIN
Adj. 2GI
R
ET
A
IN
DI
REMOVE
2GIB-NSF
15" RCP-III 2GIB-NSF2 ELBOWS15" CSP W/7 SY GEOTEXTILE
2 TONS CL B RIPRAP
RETAINSEE DETAIL AI
DITCH W/ CL B RIPRAP
STANDARD 4' BASE
SEE DETAIL T
STANDARD V DITCH
SEE DETAIL G
MEDIAN V DITCH
SEE DETAIL G
MEDIAN V DITCH30" RCP-IVJB w/MH
JB w/MH
HW
COLLAR
2GIA-WSS
TRENCHLESS INSTALLATION 60" WELDED STEEL 60" WELDED STEEL TRENCHLESS INSTALLATION 4OTCB
EXISTING 30" CMP
REMOVE APPROX. 10 LF
W/89 SY GEOTEXTILE
48 TONS CL I RIPRAP
TRENCHLESS INSTALLATION 66" WELDED STEEL W/ FLOWABLE FILL
PLUG & FILL
FS
FS
2GIB-WSS 30" RC
P-IV
54" RCP-III
W/ FLOWABLE FILLPLUG & FILL60" RCP-IIIW/ FLOWABLE FILLPLUG & FILLREMOVE DI
15" RCP-III
REMOVE DI
RETAINRETAINRETAINSEE DETAIL W
BASE DITCH
STANDARD 4'
SEE DETAIL W
BASE DITCH
STANDARD 4'RETAINJB w/MH
UNDERDRAINOF SHOULDER/AFTER INSTALLATIONW/ FLOWABLE FILLPLUG & FILL14' OF 15"
REMOVE DI &W/ FLOWABLE FI
LLPLUG & FI
LLW/ FLOWABLE FI
LLPLUG & FI
LLEXISTING 24" RCP
REMOVE 45'W/ FLO WA B LE FILL
PLU G & FILL
TRENCHLESS INSTALLATION 30" WELDED STEEL RETAINRETAINW/21 SY GEOTEXTILE
8 TONS CL B RIPRAP
TRENCHLESS INSTALLATION 36" WELDED STEEL
W/30 SY GEOTEXTILE
15 TONS CL I RIPRAPRETAINRETAIN JB
W/ FLOWABLE FILL
PLUG & FILL
SEE DETAIL C
4' BASE DITCH
SPECIAL LATERAL
HW
DI
REMOVE 15" RCP-III
SEE DETAIL Q
BERM TOP ELEV=111.0'
BERM
TO BOX BEHIND
GRADE TO DRAIN
2GIB-WSS24" RCP-III2GIB-WSF
15" RCP-III
GTD
SEE DETAIL A
SP. LAT. V DITCH
TO BE REMOVED
2@9'x5' RCBC
EXISTING
TO DAYLIGHT
PLASTIC PIPE
AND EXTEND
COLLAR
2GIB-WSF
15" RCP-IV
TRENCHLESS INSTALLATION 36" WELDED STEEL
HW
EXISTING 24" RCP
REMOVE 45'TRENCHLESS INSTALLATION 30" WELDED STEEL RETAINTRENCHLESS INSTALLATION 30" WELDED STEEL Q10=36.7 cfs
V10=1.52 ft/s
Q10=157 cfs
V10=1.43 ft/s
Q10=25.8 cfs
V10=1.06 ft/s
TO BE REMOVED
2@9'x5' RCBC
EXISTING
Q10=36.7 cfs
V10=1.52 ft/s RETAINP
P
2GIB-WSFSP. DET.15" RCP-III
2GIB-WSF
15" RCP-III
Submitted 10/19/2021
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
89+00 90+00 91+00 92+00 93+005/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Reese Creek\I-5986_Rdy_pfl88_Reese_site03.dgnFkeys81+00 82+00 88+0087+0086+0085+0083+00 94+00
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
80+00
100
110
84+00
80
90
120
130 130
120
110
100
90
80
80
90
100
110
120
130
140 140
130
120
110
100
90
80
70 70
I-5986A
89+00 90+00 91+00 92+00 93+0082+00 88+0087+0086+0085+0083+00 94+0084+0081+0080+00
70 70
BM#1
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
88_Reese-LSBREV-
-LNBREV-
FOR -LNBREV- PLAN SEE SHTS. 9_Reese AND 10_Reese
FOR -LSBREV- PLAN SEE SHTS. 9_Reese AND 10_Reese
OF X" CONC. HEAD WALL
ELEV.= 107.11', CROSS CUT IN TOP
-LSBREV- STA 92+99.36 0/S 134.55' RT
-BL- STA 9+96.00 O/S 125' RT
N: 486,449 E: 2,064,535
109.5'
100-YR
ENGLISH SITE 03SHEET 17A OF 163
PERMIT DRAWING
REVISED 9/22/2021
DS = 75 MPH
EXISTING GROUND
PROPOSED GRADE
DS = 75 MPH
(+)1.6758%
PI = 86+10.00
EL = 123.09'
(+)1.6758%(-)0.8700%
VC = 795'
K = 312
PI = 79+80.00
EL = 112.53'
VC = 450'
K = 207
INVERT ELEV. @ -LNBREV- = 100.2'
EXISTING 2@9'x5' RCBC
109.5'
100-YR
EXISTING GROUND
PROPOSED GRADE
DS = 75 MPH
INVERT ELEV. @ -LNBREV- = 100.2'
EXISTING 2@9'x5' RCBC
PI = 86+60.00
EL = 122.12'
(+)1.2979%(-)0.8700%
VC = 680'
K = 314
DS > 80 MPH
PI = 79+00.00
EL = 112.26'
VC = 530'
K = 283
(+) 4.7518%
(-) 0.3396%
(-) 0.3396%
EL = 108.30'
-LSBREV- STA. 82+15.00
BEGIN MED. V DITCH LT
END SP. CUT DITCH LT
EL=112.34'
-LSBREV- STA. 83+00.00
END MED. V DITCH LT.
DESIGN FREQUENCY
DESIGN DISCHARGE
100 YEAR FREQUENCY
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
YRS
YRS
CFS
FT
CFS
FT
YRS
CFS
FT
BRIDGE HYDRAULIC DATA
= 1,880
= 4,400
= 109.3
= 100
= 109.3
= 112.5
= 1,880
= 500+
Sta. 91+75 -LSBREV-
= 100
NORMAL WATER SURFACE ELEV = 102.8
(-) 0.3000%(+) 1.8600%
EL=108.95'
-LNBREV- STA. 80+66.53
BEGIN LAT. BASE DITCH RT.
END SP. CUT DITCH RT.
EL=108.35'
-LNBREV- STA. 82+66.53
BEGIN MED. V DITCH RT.
END LAT. BASE DITCH RT.
EL=111.14'
-LNBREV- STA. 84+16.53
END MED. V DITCH RT.
(-) 0.3000%
DESIGN FREQUENCY
DESIGN DISCHARGE
100 YEAR FREQUENCY
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
YRS
YRS
CFS
FT
CFS
FT
YRS
CFS
FT
BRIDGE HYDRAULIC DATA
= 1,880
= 4,400
= 109.3
= 100
= 109.3
= 112.5
= 1,880
= 500+
Sta. 92+05 -LNBREV-
= 100
NORMAL WATER SURFACE ELEV = 102.8
Submitted 10/19/2021
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
0
ENGLISH
1205/14/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
I-5986A
9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Reese Creek\I-5986A_hyd_prm_wet_PFL_SITE05.dgnFkeys140
160
100
80
120
140
160
100
80
100200300400500 100 200 300 400 500
CL
GROUND
EXISTING
(
N
O
R
MAL)6:1 (NORMAL)6:1
SHEET 18 OF 163
PERMIT DRAWING
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
(length=744')
(not buried)
& TRENCHLESS INSTALLATION 66" WELDED STEEL
54" RCP-III, 60" RCP-III, TRENCHLESS INSTALLATION 60" WELDED STEEL,
NWS = 115.38'
SKEW=106
-LNBREV- STA. 108+06
-LNBREV- STA. 108+06
SITE 5
REVISED 9/22/2021
66" W.S.
60" W.S.
54
" RC
P
-III60" RCP-III
ELEVATION = 115.4'
PROPOSED
ELEVATION = 114.7'
PROPOSED
ELEVATION = 114.2'
PROPOSED
ELEVATION = 108.88'
PROPOSED
ELEVATION = 106.15'
PROPOSED
S=1.6%
S=3.9%
S=1.6%
S=0.2%
ELEVATION = 105.65'
PROPOSED
ELEVATION = 104.96'
PROPOSED
Submitted 10/19/2021
00
00
2020
2020
4040
4040
6060
6060
8080
8080
100100
100100
120120
120120
140140
140140
160160
160160
180180
180180
200200
200200
220220
220220
240240
240240
260260
260260
280280
280280
300300
300300
9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Reese Creek\I-5986A_Rdy_xpl_LSBREV_SITE04.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/16100 100
120 120
140 140
80 80
96+50.00
100 100
120 120
140 140
80 80
97+00.00
120 120
140 140
100 10097+50.00
120 120
140 140
100 10098+00.00
120 120
140 140
100 10098+50.00
120 120
140 140
100 10099+00.00
Reese X-30I-5986A
-LSBREV-
10 20
WETLAND
SHEET 19 OF 163
PERMIT DRAWING
ENGLISH
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
SITE 4
REVISED 9/22/2021
108.88
96+15.49
-LNBREV-
0.030 0.030 0.030
6
:1
0.030 0.0306:1
4
.83
:1
110.59
3:1
109.09
96+65.01
-LNBREV-
0.030 0.030
6
:1
0.030 0.0306:1
110.13
BERM=111.0
4
:1
3:1
109.25
97+14.52
-LNBREV-
0.030 0.030
6
:1
0.030 0.0306:1
109.68
4
:1
BERM=111.03:1
109.49
97+64.03
-LNBREV-
0.030 0.030
6
:1
0.030 0.0306:1
109.28
BERM=111.0
4:1
3:1
109.78
98+13.53
-LNBREV-
0.030 0.030
6
:1
0.030 0.0306:1
107.86
6
:1
108.98
BERM=111.0
4:1
4.6:13:1
110.23
98+63.02
-LNBREV-
0.030 0.030
6
:1
0.030 0.0306:1
107.81
6
:1 5.38:1
108.80
3:1
Submitted 10/19/2021
48" WW W/1SBW
48" WW W/1SBW
48" WW W/1SBW
48" WW W/1SBW BILLBOARDMTL MTL MTL
I-95 SBL 37' BST
I-95 NBL 37' BST
48" WW W/1SBW
48" WW W/1SBW
EXISTING R/W
EXISTING R/W
14
8.80
R/R RAIL
E IP
N
7
2°3
4'4
6" E56
3.85'N 11°33'25" W747.94'S 89°55'10" W71
6.17'
S 00°35'52" E1849.48'RR SPIKE IN BASE OF 24 INCH PINE
149.74
BILLBOARD24" RCP24" RCP18"
R
C
P
FES
CONC HW
18"
R
C
P
DI
FES
FES
DI
2
4"
R
C
P
CONC PAVED DITCHCONC PAVED DITCH
CONC PAVED DITCH
POND
POND
140.24*139.65*139.60*
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WAK
WAL
WAI
WAJ
PI
PH
430+00 435+00 440+00
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
;
;
;
;C
F
FF
C
F
C
C C
F
FF
C
F
C
F
C
C
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4B\Section 2\I-5986A_hyd_4B_psh36.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
36
MATCHLINE -L- STA. 428+00.00 SEE SHEET 35MATCHLINE -L- STA. 442+00.00 SEE SHEET 37FOR -LRT_SEC2- PROFILE SEE SHTS. 117 THRU 118
FOR -LLT_SEC2- PROFILE SEE SHTS. 117 THRU 118
I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
SITE 30
SITE 30
SITE 30
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*ENGLISH2550100050
SCALE
SHEET 79 OF 163
PERMIT DRAWING
P P
(POND)
SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
REVISED 9/22/2021
P
FILL
W/ FLOWABLE
PLUG & FILL
P
P
REMOVE DI
P
FILL
W/ FLOWABLE
PLUG & FILL
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
P
P
FILL
W/ FLOWABLE
PLUG & FILL
P
REMOVE DI
SEE DETAIL Z
SP. CUT BASE DITCH
SEE DETAIL C
SP. LAT BASE DITCH
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL C
SP. LAT BASE DITCH
2GIA-WSF
2GIB-WSF
2GIA-WSF
2GIB-WSF
2GIB-WSF
2GIB-WSF
SEE DETAIL F
SP. CUT BASE DITCH
FILL
W/ FLOWABLE
PLUG & FILL
OF 24" RCP
REMOVE 10'
OF 24" RCP
REMOVE 10'
OF 24" RCP
REMOVE 10'
OF 18" RCP
REMOVE 10'
OF 18" RCP
REMOVE 10'
SEE DETAIL H
TOE PROTECTION
15" RCP-IV
15" RCP-IV
18" RCP-IV
15" RCP-IV
24" RCP-IV
15" RCP-IV
24" RCP-IV
SEE DETAIL AN
ROCK FILL IN POND
SEE DETAIL AN
ROCK FILL IN POND
Q10=33.8 cfs
V10=2.00 ft/s
Submitted 10/19/2021
48" WW W/1SBW
48" WW W/1SBW
48" WW W/1SBW
48" WW W/1SBW BILLBOARDMTL MTL MTL
I-95 SBL 37' BST
I-95 NBL 37' BST
48" WW W/1SBW
48" WW W/1SBW
EXISTING R/W
EXISTING R/W
14
8.80
R/R RAIL
E IP
N
7
2°3
4'4
6" E56
3.85'N 11°33'25" W747.94'S 89°55'10" W71
6.17'
S 00°35'52" E1849.48'RR SPIKE IN BASE OF 24 INCH PINE
149.74
BILLBOARD24" RCP24" RCP18"
R
C
P
FES
CONC HW
18"
R
C
P
DI
FES
FES
DI
2
4"
R
C
P
CONC PAVED DITCHCONC PAVED DITCH
CONC PAVED DITCH
140140140 140140140140140140140 1
4
0
140140140140150
150150150
15
0150 150150142.0142.0 142.0142.0
142.0 142.014
2.0
142.0142.01
4
2
.
0 142.0142.0
14
2.0
142.014
2.0
142.0142.0142.0142.0142.0142.0 142.0144.0144.0
144.0144.0144.0
144.0
144.0
144.0144.0144.0
14
4
.0144.0144.0144.0
144.0144.0
14
4.0
144.0146.0146.0146.0146.0146.0
146.0
146.0146.0
146.0146.0
146.0
1
4
6
.
0146.01
4
6
.
0
146.0146.0 146.0
146
.0
146.0
1
4
6
.
0
146.0146.0146.0
14
8.0
148.0148.0148.0
148.0 148.0148.0148.0 148.0148.0148.01
4
8.0
14
8.0
148.0
148.0 14
8
.0148.0 148.0148.0148.0148.0148.0148.0
1
5
2
.0
POND
POND
140.24*139.65*139.60*
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WAK
WAL
WAI
WAJ
PI
PH
430+00 435+00 440+00
PROP. WOVEN WIRE FENCE
PROP. WOVEN WIRE FENCE
REMOVE EXISTING FENCE
REMOVE EXISTING FENCE
;
;
;
;C
F
FF
C
F
C
C C
F
FF
C
F
C
F
C
C
NAD 83/ NA 2011
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\4B\Section 2\I-5986A_hyd_4B_psh36_CON.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
36
MATCHLINE -L- STA. 428+00.00 SEE SHEET 35MATCHLINE -L- STA. 442+00.00 SEE SHEET 37FOR -LRT_SEC2- PROFILE SEE SHTS. 117 THRU 118
FOR -LLT_SEC2- PROFILE SEE SHTS. 117 THRU 118
I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-3 THRU 2D-4
SITE 30
SITE 30
SITE 30
ENGLISH2550100050
SCALE
SHEET 80 OF 163
PERMIT DRAWING
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
**
*
**
*
*
P P
(POND)
SURFACE WATER
DENOTES IMPACTS IN
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
REVISED 9/22/2021
P
FILL
W/ FLOWABLE
PLUG & FILL
P
P
REMOVE DI
P
FILL
W/ FLOWABLE
PLUG & FILL
REMOVE DI
FILL
W/ FLOWABLE
PLUG & FILL
P
P
FILL
W/ FLOWABLE
PLUG & FILL
P
REMOVE DI
SEE DETAIL Z
SP. CUT BASE DITCH
SEE DETAIL C
SP. LAT BASE DITCH
SEE DETAIL F
SP. CUT BASE DITCH
SEE DETAIL C
SP. LAT BASE DITCH
2GIA-WSF
2GIB-WSF
2GIA-WSF
2GIB-WSF
2GIB-WSF
2GIB-WSF
SEE DETAIL F
SP. CUT BASE DITCH
FILL
W/ FLOWABLE
PLUG & FILL
OF 24" RCP
REMOVE 10'
OF 24" RCP
REMOVE 10'
OF 24" RCP
REMOVE 10'
OF 18" RCP
REMOVE 10'
OF 18" RCP
REMOVE 10'
SEE DETAIL H
TOE PROTECTION
15" RCP-IV
15" RCP-IV
18" RCP-IV
15" RCP-IV
24" RCP-IV
15" RCP-IV
24" RCP-IV
SEE DETAIL AN
ROCK FILL IN POND
SEE DETAIL AN
ROCK FILL IN POND
Q10=33.8 cfs
V10=2.00 ft/s
Submitted 10/19/2021
TO NC HWY 301VENT
S
S
T
S
SS
S
VAC/AIR
F
ILLER
CAPSS
S
S
TT
TSCB
S
SS
S
S
S
S S
S
S
CVP "8BST
BST
BST
BST
BST
BST
BST
GRAVEL
ENTRANCE WALK
1SFD
1SFD
TBM-1
WELL
GAS PUMPS
GAS PUMP
PB 20 PG 14
DB 9004 PG 324
LVST LLC
30' DRAINAGE & UTILITY EASEMENT PB 111 PG 71 ECMECMECMECMECMEIP EIP
EIPECMEIP
1.24 ECM-R/W 1.14 ECM-R/W
0.50 ECM-R/W
1.11 ECM-R/W
1.06 ECM-R/W
0.45 ECM-R/W
0.69 ECM-R/W
0.27 ECM-R/W
0.15 ECM-R/W
PB 14 PG 27
DB 10792 PG 344
BOBONIS, ANGEL P.
PB 113 PG 11
DB 6258 PG 173
EARTH PETROLEUM CORP
PB 137 PG 112
DB 10254 PG 388
BREWER, RANDY V
PB 99 PG 08
DB 5032 PG 683
LAMAR INVESTMENTS LLC
PB 122 PG 193
DB 9845 PG 703
RANK DEV INC
PB 99 PG 008
DB 5038 PG 406
MWMP INVESTMENTS LLC
PB 130 PG 190
DB 10032 PG 849
BIJU, MINI; PATEL, MAMTA
PB 130 PG 190
DB 8972 PG 661
BIJU, MINI; PATEL, MAMTA
DB 5038 PG 406
MWMP INVESTMENTS LLC
S TS LOOP SENSORS TS LOOP SENSORTS LOOP SENSORS
S
S
TS LOOP SENSORS
8" PVC8" PVC8" PVCLOOP SENSOR
6" DIPW/R GNITSIXE
W/R GNITSIXEW/R GNITSIXEW/R GNITSIXEW/R GNITSIXE
BL-5BL-4BL-3BL-2BL-1SR 1832 MURPHY RD VAR BSTSR 1838 DUNN RD VAR BSTWOODS
WOODS
WOODS
WOODSECMW/R GNITSIXE
WOODS
ECMECMW/R GNITSIXE
BL-5
PCR "81
PCR "81
PCR "81
PCR "81
PCR "81
PCR "81
200.22
N65°31'26"W
200.00
N65°33'32"W
23.65
S53°42'16"E104.21N35°0'38"E173.31
N53°42'16"W
227.17
N54°59'24"W
263.54S35°14'23"W297.99N31°55'30"E110.76S35°53'30"W268.77
S59°22'32"E
214.50S35°54'36"W204.76N35°14'17"E100.00S30°56'28"W245.77S31°10'8"WCREEKREESE Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WCC
WACREEKREESE 15+00 20+00 25+00
GREU TL-3
GREU TL-3
TYPE III TYPE III
TYPE IIITYPE III+00.00500' MEDIAN TAPER
RETAIN EXISTING C/A FENCE
C/A
F
ENCE

RETAI
N EXI
S
TI
NG
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Reese Creek\I-5986A_hyd_Reese Creek Permit_psh63a.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NAD 83/ NA 2011I-5986A
MATCHLINE -YREV- STA. 26+00.00 SEE SHEET 9_Reesewww.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
FOR -YREV- PROFILE SEE SHTS. 144_Reese
NCDOT TO PROVIDE WETLANDS AND STREAMS
63A_Reese
SITE 57
SITE 57
SITE 57
TYPE III TYPE III
F
F
F F
MATCHLINE -YREV- STA. 26+00.00 SEE SHEET 9_ReeseTYPE IIITYPE III
PROP. SBG
C/A FENCE

RETAI
N EXI
S
TI
NG
F
F
F F
F
MATCHLINE -YREV- STA. 26+00.00 SEE SHEET 9_ReeseTS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
T T FILL IN WETLAND
DENOTES TEMPORARY
SEE INSET A
INSET A
SEE INSET B
INSET B
SHEET 134A OF 163
PERMIT DRAWING
REVISED 9/22/2021
ELBELB63A01
63A05
63A02
63A04
63A06
2GIB-NSF
2GIB-NSF
2GIB-NSF
2GIB-NSF
63A03
RCP-III
15"
15" RCP-III
2 ELBOWS
15" CSP
RETAIN
63A09
63A08
63A0715" RCP-III 2 ELBOWS
15" CSP
2GIB-NSF
2GIB-NSF
REMOVE
SEE DETAIL J
LATERAL 4' BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/5 SY GEOFAB
1 TON CL B RIPRAP
W/5 SY GEOFAB
1 TONS CL B RIPRAP
W/7 SY GEOFAB
2 TONS CL B RIPRAP
63A10
TO BE REMOVED
2@9'x5' RCBC
EXISTING18"
V10=1.82 ft/s
Q10=7.94 cfs V10=0.82 ft/s
Q10=10.30 cfs
63A08
2GIB-NSF
2 ELBOWS
15" CSP
2GIB-NSF
W/5 SY GEOFAB
1 TON CL B RIPRAP
Submitted 10/19/2021
TO NC HWY 301VENT
S
S
T
S
SS
S
VAC/AIR
F
ILLER
CAPSS
S
S
TT
TSCB
S
SS
S
S
S
S S
S
S
8" PVCBST
BST
BST
BST
BST
BST
BST
GRAVEL
ENTRANCE WALK
1SFD
1SFD
TBM-1
WELL
GAS PUMPS
GAS PUMP
PB 20 PG 14
DB 9004 PG 324
LVST LLC
30' DRAINAGE & UTILITY EASEMENT PB 111 PG 71 ECMECMECMECMECMEIP EIP
EIPECMEIP
1.24 ECM-R/W 1.14 ECM-R/W
0.50 ECM-R/W
1.11 ECM-R/W
1.06 ECM-R/W
0.45 ECM-R/W
0.69 ECM-R/W
0.27 ECM-R/W
0.15 ECM-R/W
BOBONIS, ANGEL P.
DB 10792 PG 344
PB 113 PG 11
DB 6258 PG 173
EARTH PETROLEUM CORP
PB 137 PG 112
DB 10254 PG 388
BREWER, RANDY V
PB 99 PG 08
DB 5032 PG 683
LAMAR INVESTMENTS LLC
PB 122 PG 193
DB 9845 PG 703
RANK DEV INC
MWMP INVESTMENTS LLC
DB 5038 PG 406
BIJU, MINI; PATEL, MAMTA
DB 10032 PG 849
PB 130 PG 190 BIJU, MINI; PATEL, MAMTA
DB 8972 PG 661
PB 130 PG 190
MWMP INVESTMENTS LLC
DB 5038 PG 406
S TS LOOP SENSORS TS LOOP SENSORTS LOOP SENSORS
S
S
TS LOOP SENSORS
8" PVC8" PVC8" PVCLOOP SENSOR
6" DIPEXISTING R/W
EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W
BL-5BL-4BL-3BL-2BL-1SR 1832 MURPHY RD VAR BSTSR 1838 DUNN RD VAR BSTWOODS
WOODS
WOODS
WOODSECMW/R GNITSIXE
WOODS
ECMECMW/R GNITSIXE
BL-5
WOODS
WOODS
18" RCP
18" RCP
18" RCP
18" RCP
18" RCP
18" RCP
200.22
N65°31'26"W
200.00
N65°33'32"W
23.65
S53°42'16"E104.21N35°0'38"E173.31
N53°42'16"W
227.17
N54°59'24"W
263.54S35°14'23"W297.99N31°55'30"E110.76S35°53'30"W268.77
S59°22'32"E
214.50S35°54'36"W204.76N35°14'17"E100.00S30°56'28"W245.77S31°10'8"W95100 100100100
100 100100100100100
100100
10510510510
5
105
105
105 11011011011011011
0
110
110
110
110
110115115115
115
115
11
5115115115
115 115115120120120120120120120120120 12012012
5
100
100100
10510511011595100100
100100105
105
105
1
1
0
110
11
5
9
6
969797 9798 9898989
9 9999991
0
0
100 100100101
101
101101101101101101101
101101
101
101101
101
101101101101101101
102102 102102102
102102
102 103103
103
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103103 104104104104 105105105 10610
6
106 106106
106 107107107
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107107107107
107107
107108108108108
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108108
108108108 109109
109109 109109109109110110110110111111111111
111 111111111111111 112112112
112112112112
112112112
112 113113113
113113113113113
113113113113113113
114
114 114114114114114
114
114114114114114115115115115115116116
116116
116116116 116116116
117117
117
117117
117117117117
118118
118118118
118118 118119119
119
119
119119119119120120120 12012012
0
1201201
2
0 1201
2
0
121
1211221239799101101101101102102102103103104104105106106107107108108109109110111111113113114114
9
6
96979798989
9991
00
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101101
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113 114
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123 CREEKREESE Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: [phone]
WCC
WACREEKREESE 15+00 20+00 25+00
GREU TL-3
GREU TL-3
TYPE III TYPE III
TYPE IIITYPE III+00.00500' MEDIAN TAPER
RETAIN EXISTING C/A FENCE
C/A
F
ENCE

RETAI
N EXI
S
TI
NG
F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Reese Creek\I-5986A_hyd_Reese Creek Permit_psh63a_con.dgnFkeys8/17/99DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
NAD 83/ NA 2011I-5986A
MATCHLINE -YREV- STA. 26+00.00 SEE SHEET 9_Reesewww.rkk.com
Engineers | Construction Managers | Planners | Scientists
FOR DITCH DETAILS SEE SHTS. 2D-1 THRU 2D-2
FOR -YREV- PROFILE SEE SHTS. 144_Reese
NCDOT TO PROVIDE WETLANDS AND STREAMS
63A_Reese
SITE 57
SITE 57
TYPE III TYPE III
F
F
F F
MATCHLINE -YREV- STA. 26+00.00 SEE SHEET 9_ReeseSITE 57
SEE INSET A
TYPE IIITYPE III
C/A FENCE

RETAI
N EXI
S
TI
NG
F
F
F F
F
MATCHLINE -YREV- STA. 26+00.00 SEE SHEET 9_ReeseSEE INSET B
TS TS
IMPACTS IN SURFACE WATER
DENOTES TEMPORARY
ENGLISH
25 50 100050
SCALE
025 25 50
SCALE FOR INSET
WETLAND
DENOTES FILL INFF
CLEARING
DENOTES MECHANIZED*
*
*
*
***
**
*
*
T T FILL IN WETLAND
DENOTES TEMPORARY
SEE INSET A
INSET A
SEE INSET B
INSET B
SHEET 134B OF 163
PERMIT DRAWING
REVISED 9/22/2021
ELBELB63A01
63A05
63A02
63A04
63A06
2GIB-NSF
2GIB-NSF
2GIB-NSF
2GIB-NSF
63A03
RCP-III
15"
15" RCP-III
2 ELBOWS
15" CSP
RETAIN
63A09
63A08
63A0715" RCP-III 2 ELBOWS
15" CSP
2GIB-NSF
2GIB-NSF
REMOVE
SEE DETAIL J
LATERAL 4' BASE DITCH
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/5 SY GEOFAB
1 TON CL B RIPRAP
W/5 SY GEOFAB
1 TONS CL B RIPRAP
W/7 SY GEOFAB
2 TONS CL B RIPRAP
63A10
TO BE REMOVED
2@9'x5' RCBC
EXISTING18"
V10=1.82 ft/s
Q10=7.94 cfs V10=0.82 ft/s
Q10=10.30 cfs
63A08
2GIB-NSF
63A07
2 ELBOWS
15" CSP
2GIB-NSF
SEE DETAIL H
W/ CL B RIPRAP
TOE PROTECTION
W/5 SY GEOFAB
1 TON CL B RIPRAP
V10=1.82 ft/s
Q10=7.94 cfs V10=0.82 ft/s
Q10=10.30 cfs
Submitted 10/19/2021
Responsive People | Creative Solutions
NC License No. F-0112
Raleigh, North Carolina 27615-3960
8601 Six Forks Road, Forum 1,Suite 700
P: (919) 878-95605/28/99SHEET NO.PROJECT REFERENCE NO.
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Reese Creek\I-5986_Rdy_pfl144_Reese_site57.dgnFkeys17+00
UNLESS ALL SIGNATURES COMPLETED
DOCUMENT NOT CONSIDERED FINAL
120
130
140
150
160
140
130
120
110
100
31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00
150
160
170
180
190190
180
170
160
150
140
130
120
110
100
100
110
170
180
18+00 19+00 20+00 21+00 22+00 23+00
100
110
120
130
140
150
I-5986A
www.rkk.com
Engineers | Construction Managers | Planners | Scientists
-YREV-144_Reese
-YREV-
24+00 27+0026+0025+00
9090
FOR -YREV- PLAN SEE SHEET 9_Reese and 63A_Reese
27+00 28+00 29+00 30+00
13+00 14+00 15+00 16+00
ENGLISH SITE 57SHEET 134C OF 163
PERMIT DRAWING
REVISED 9/22/2021
DS = 78 MPH
DS = 60 MPH
DS = 78 MPH
PI = 18+90.00
EL = 114.35'
(-)0.5000%(+)0.3000%
VC = 180'
K = 225
PI = 21+70.00
EL = 115.19'
(+)0.3000%(+)2.7000%
VC = 330'
K = 137
PROPOSED GRADE
EXISTING GROUND
INVERT ELEV. @ -YREV- = 98.7'
EXISTING 2@9'x5' RCBC
105.3'
100-YR
PI = 27+00.00
EL = 129.50'
(+)2.7000%
VC = 200'
K = 364EL. 120.13'
-YREV- 13+22.53
BEGIN 1 1/2" OVERLAY
EL. 114.80'
-YREV- 18+00.00
BEGIN GRADE
END OVERLAY
(+)2.1500%
EL. 131.65'
-YREV- 28+00.00
BEGIN 1 1/2" OVERLAY
END GRADE
AT BRIDGE
END OVERLAY AT BRIDGE
BEGIN OVERLAY
PROPOSED OVERLAY
-YREV- STA. 39+00.00
END OVERLAY
(-) 0.7766%EL=103.00'
-YREV- STA. 20+38.00
BEGIN LAT. BASE DITCH RT.
EL=102.00'
-YREV- STA. 21+66.77
END LAT. BASE DITCH RT.
DESIGN FREQUENCY
DESIGN DISCHARGE
100 YEAR FREQUENCY
DESIGN HW ELEVATION
100 YEAR DISCHARGE
100 YEAR HW ELEVATION
OVERTOPPING FREQUENCY
OVERTOPPING DISCHARGE
OVERTOPPING ELEVATION
YRS
YRS
CFS
FT
CFS
FT
YRS
CFS
FT
BRIDGE HYDRAULIC DATA
= 1,880
= 9,200
= 107.0
= 100
= 107.0
= 114.5
= 1,880
= 500+
Sta. 23+89.5 -YREV-
= 100
NORMAL WATER SURFACE ELEV = 99.8
Submitted 10/19/2021
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
9/22/2021R:\Hydraulics\PERMITS_Environmental\Drawings\Reese Creek\I-5986A_Rdy_xpl_YREV_site 57.dgnFkeysPROJ. REFERENCE NO.SHEET NO.0
6/23/16105 105
110 110
115 115
120 120
100 10021+00.00
100 100
105 105
110 110
115 115
120 120
95 95
21+50.00
100 100
105 105
110 110
115 115
120 120
95 9522+00.00
100 100
105 105
110 110
115 115
120 120
125 125
95 9522+50.00
100 100
105 105
110 110
115 115
120 120
125 125
95 9523+00.00
Reese X-43I-5986A
-YREV-
5 10
ENGLISH
SHEET 134D OF 163
PERMIT DRAWING
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
WETLAND
SITE 57
REVISED 9/22/2021
114.69
0.020 0.020
3:13:1
3:13:1
102.52
115.30
0.020 0.020
3:13:1
3:13:1
102.13
116.00
0.020 0.020
3:13:1
116.82
0.020 0.020
3:13:1
117.84
0.020 0.020
3:13:1
Submitted 10/19/2021
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)1 -LSBREV- 61+00 LTBank Stabilization: DC0.001 0.001 8202 -LSBREV- 71+80 LT Headwall, 66" RCP: SV-1, WCC0.001 0.0090.022 0.003 5213-LNBREV- 71+47 RT Headwall, 66" WSP: SV-2, WCB0.017 0.0280.006 0.001 3510-YRPCREV- 22+50 RTRoadway Fill: WCB0.0860.0683 -LSBREV- 89+48 LTPipe clean out: WA0.003-LSBREV- 94+48 LT Pipe clean out, Roadway Fill: WA0.001 0.0030.048-LNBREV- 90+00 RTRoadway Fill: WB0.0670.066-LSBREV- 90+77 LT/RT RCBC Removal: WA, WB, Reese Creek0.003 0.0440.04848-LSBREV- 85+48 LT42" RCP: WA0.001 0.0124 -LSBREV- 99+00 LT36" WSP: WA0.005 0.025-LSBREV- 101+10 LT36" WSP: WC, SA0.001 0.0330.004 0.003 18245 -YINB- 33+00 RT66" WSP: WB0.009 0.0346-YINB- 39+39 LT30" WSP: WD0.001 0.039-YINB- 38+02 RT30" WSP: WB0.004 0.0507 -L- 92+02 - 100+05 LTRoadway Fill: WH0.2318 -L- 90+87 - 91+10 RTDitch: WE0.024TOTALS:0.427 0.280 0.024 0.182 0.000 0.033 0.056 113 115 0NOTES:Revised 2018 Feb SHEET 156OF 1638/21/2020Cumberland / Harnett CountiesNC DEPARTMENT OF TRANSPORTATIONI-5986A / I-5877 WETLAND AND SURACE WATER IMPACTS SUMMARYSURFACE WATER IMPACTSWETLAND IMPACTSREVISED 9/3/2021, 9/22/2021DIVISION OF HIGHWAYSSubmitted 10/19/2021
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)9 -L- 94+37 - 100+20 RTRoadway Fill, Ditch: WF0.1350.021-L- 100+28 RT2 @ 36" RCP: SB0.011 0.001 631010 -L- 108+26 - 114+34 LTRoadway Fill: WI0.07611 -L- 118+98 - 133+53 LTRoadway Fill: WJ0.5310.04512 -L- 121+32 - 127+67 RT Roadway Fill, Ditches: WL0.204 0.066 0.020 0.14313 -L- 186+79 - 187+53 LTRoadway Fill: WR0.0200.01314 -L- 192+15 - 193+26 LTDitch: WR0.0210.00115-L- 190+05 RT42" RCP: WO0.0040.006-L- 192+05 RTRoadway Fill: WO0.0010.006-Y5RPC- 13+02 - 21+32 RTRoadway Fill, 66" RCP: Baker Swamp 2, WO0.136 0.0340.1650.01860-Y4- 37+50 LT54" WSP: WO0.001 0.037-Y4- 40+69 to 43+01 LT Prop Roadway Fill: WO0.0190.053TOTALS:1.127 0.158 0.041 0.432 0.000 0.029 0.001 123 10 0NOTES:Revised 2018 Feb SHEET 157OF 1638/21/2020Cumberland / Harnett CountiesI-5986A / I-5877 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSREVISED 9/22/2021NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSSubmitted 10/19/2021
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)16-Y4- 36+25 RT54" WSP: Baker Swamp 1, WN Structure Stabilization0.006 0.0250.004 0.013 1534-Y4- 40+32 to 42+06 RTRoadway Fill: WN0.0350.04217-L- 199+16 - 200+49 LTProp Roadway Fill - WQ0.0570.072-L- 201+67 LTRip Rap Outlet Pad - WQ0.002 0.00918-L- 198+56 - 203+59 RTRoadway Fill, 60" RCP, 66" RCP: Baker Swamp 3, WP0.106 0.0020.0660.010 0.006 2313-Y5- 99+16 LT66" WSP: Baker Swamp 3, WP Structure Stabilization0.001 0.0040.007 0.012 222819 -Y5LPD- 37+73 - 40+14 LT & RTRoadway Fill: WCG*0.85720 -Y5LPD- 22+86 - 24+53 LT & RTRoadway Fill: WX0.4020.03421 -Y5RPD- 14+97 - 18+86 RTRoadway Fill: WV0.2250.02022-Y5FLY- 57+08 - 62+55 LT & RT & -Y5LPD- 18+96 - 21+42 LT & RTRoadway Fill: WW**2.6630.17623-L- 252+342 @ 8'x8' RCBC: SC-1, SC-20.063 0.006 27038TOTALS:4.354 0.040 0.000 0.410 0.000 0.084 0.037 330 113 0NOTES:Revised 2018 Feb SHEET 158OF 1638/21/2020Cumberland / Harnett CountiesI-5986A / I-5877 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSREVISED 9/22/2021* Site 19: Area shown in impact table is a total take. Actual impact area is 0.772 acres.NC DEPARTMENT OF TRANSPORTATION** Site 22: Area shown in impact table is a total take inside -Y5LPD-. Actual impact area is 2.610 acres.DIVISION OF HIGHWAYSSubmitted 10/19/2021
HandExisting 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 StreamNo. (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)24-L- 304+15 3 @ 10'x8' RCBC, Roadway Fill, Ditch: SD-1, SD-2, WZ, WY0.0560.047 0.089 0.0800.128 0.058 19726-L- 302+20 RTRoadway Fill, Ditch: WY0.0040.002-L- 306+80 LTDitch: WZ0.010-L- 307+30 RTDitch: WY0.00525-L- 355+0010'x7' RCBC: SE-1, SE-2, WAB0.002 0.0030.017 0.003 13525-L- 357+75 RTDitch: WAB0.00826 -Y7RPC- 17+51 - 24+28 Lt & RT Roadway Fill: WAC0.654 0.0170.15127 -Y7RPA 16+97 RT - -L- 392+99 LT Roadway Fill: WAF0.28428 -SR3 - 34+13 - 35+87 LTRoadway Fill: WAG0.047 0.0050.03929-L- 405+65 LT2 @ 48" RCP, Ditch: WAH0.009 0.02730-L- 422+5012'x6' RCBC: SF, WAK, WAI0.008 0.074 0.0900.030 0.003 1038-L- 422+46 - 437+14 RTRoadway Fill, Ditch: WAI0.4880.012 0.037-L- 422+85 - 436+87 LTRoadway Fill: WAK0.6240.015-L- 425+50 LTDitch: WAK0.014-L- 436+72 - 439+41 LTRock Fill: PH0.134 0.100-L- 439+44 RTRock Fill: PI0.005 0.004TOTALS:2.1610.195 0.221 0.324 0.000 0.314 0.168 435 59 0NOTES:Revised 2018 Feb SHEET 159OF 163 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSREVISED 9/3/2021, 9/22/2021NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS8/21/2020Cumberland / Harnett CountiesI-5986A / I-5877Submitted 10/19/2021
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)31 -L- 508+50 - 509+37 LTRoadway Fill: WAM0.0420.01932 -L- 522+79 - 528+68 LTRoadway Fill: WAN0.0810.08033-L- 540+458'x8' Culvert: SG-1, SG-2, SG-3, WAP, WAQ0.0100.051 0.011 2119934-L- 574+64 10'x7' RCBC: SH-1, SH-20.0250.0020.031 0.004 1743035 -L- 602+70 - 606+71 LT Prop Roadway Fill: WAT0.0160.044-Y9RPA- 15+85 RTDitch: WAT0.00536 -L- 618+01 - 618+41 RTDitch: WAU0.00737 -L- 622+64 to 626+94 LT72" RCP, Roadway Fill: SI-1, SI-2, WAW, WAV0.225 0.0290.1370.003 0.003 2620Structure Stabilization: SI-10.0032538 -L- 640+26 to 640+69 RTDitch: WAX0.006TOTALS:0.364 0.075 0.000 0.289 0.000 0.088 0.018 436 149 0NOTES:Revised 2018 Feb SHEET 160OF 163 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSREVISED 9/22/2021NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYS8/21/2020Cumberland / Harnett CountiesI-5986A / I-5877Submitted 10/19/2021
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural SiteStationStructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)39-L- 642+88 7'x7' RCBC: SJ-1, SJ-20.025 0.008 1014040-L- 660+20 RT2 @ 30" RCP: WAY0.001 0.00141-L- 667+00 LTDitch: WAZ0.01142 -L- 669+88 - 684+49 LT & RT Bridge: Black River, WAZ *0.385 0.020 0.043 0.207 0.038 0.003 0.266 1624643 -L- 692+28 - 694+59 RTRoadway Fill: WAZ0.0900.05344-L- 695+05 LTDitch: WAZ0.00645-L- 731+00 LTRoadway Cut: WBB0.01746-L- 735+80 LT2 @ 42" RCP: WBC0.0040.002 0.02847-L- 766+4072" RCP: SK-1, SK-20.063 0.007 1802448-L- 403+25 LTPlug & Fill Exist. 18" RCP: WAG0.002TOTALS:0.480 0.040 0.045 0.305 0.038 0.091 0.281 297 310 0NOTES:Revised 2018 Feb SHEET 161OF 163 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSREVISED 9/22/2021* Black River bridge bentsNC DEPARTMENT OF TRANSPORTATION - 2 sets of interior bents in the waterDIVISION OF HIGHWAYS - 23 piles per bent8/21/2020 - 20" diameter piles= 2.2sqft permanent surface water impact per pileCumberland / Harnett Counties - Total: 101.2sqft permanent surface water impact (included in the Site 42 number above)I-5986A / I-5877Submitted 10/19/2021
HandExisting 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 StreamNo. (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)49-Y5- 45+24 LT2 @ 8'x8' RCBC Ext: SY-20.00915Bank Stabilization0.0290.005 50850 -Y5- 51+81 - 56+63 LTRoadway Fill: WCJ0.0110.04351 -Y5- 60+52 - 65+24 LTRoadway Fill: WCI0.1140.10952-Y5- 64+45 RTDitch: WT0.002 0.00653 -Y5RPA- 44+43 - 54+38 LTRoadway Fill: WU0.2670.10854A-Y4- 16+88 LTPipe clean out: WS0.00854B-Y4- 19+00 LTPipe clean out: WS0.00554C-Y4- 21+67 LTPipe clean out: WS0.00555 -Y5C- 12+74 - 17+83 LT & RT Roadway Fill: WCE0.6350.22056 -Y5B- 12+86 - 16+54 LTRoadway Fill: WCE0.0130.06557-YREV- 24+05 LT/RT0.226 0.0660.1390.04578TOTALS:1.2680.090 0.000 0.684 0.000 0.038 0.050 65 86 0NOTES:Revised 2018 Feb SHEET 162OF 163 WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSREVISED 9/22/2021NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSRoadway Fill: WA, WCC, Reese Creek8/21/2020Cumberland / Harnett CountiesI-5986A / I-5877Submitted 10/19/2021
HandExisting Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station StructureFill In Fill In in Clearing in SW SW Impacts Impacts StreamNo.(From/To)Size / TypeWetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)0.427 0.280 0.024 0.182 0.000 0.033 0.056 113 115 01.127 0.158 0.041 0.432 0.000 0.029 0.001 123 10 04.354 0.040 0.000 0.410 0.000 0.084 0.037 330 113 02.161 0.195 0.221 0.324 0.000 0.314 0.168 435 59 00.364 0.075 0.000 0.289 0.000 0.088 0.018 436 149 00.480 0.040 0.045 0.305 0.038 0.091 0.281 297 310 01.268 0.090 0.000 0.684 0.000 0.038 0.050 65 86 0GRAND TOTAL FOR PROJECT:10.181 0.878 0.331 2.626 0.038 0.677 0.611 1799 842 0NOTES:Revised 2018 Feb SHEET 163OF 163TOTALS for 158:8/21/2020Cumberland / Harnett CountiesI-5986A / I-5877TOTALS for 162:TOTALS for 161:TOTALS for 160:TOTALS for 159:REVISED 9/3/2021, 9/22/2021NC DEPARTMENT OF TRANSPORTATIONDIVISION OF HIGHWAYSTOTALS for 157:TOTALS for 156: WETLAND AND SURACE WATER IMPACTS SUMMARYWETLAND IMPACTSSURFACE WATER IMPACTSSubmitted 10/19/2021