20131045 Ver 1_401 Application_20151015

October 1, 2015
giiteeriit Ar- chitec•tnrc e Land Sit rrcvin'14
V3
1 b� RECEIVED
N C Dept of ENP
r j OCT 0 2 2095
' WIN01 SALEM
Ms. Sue Homewood = REGIONAL OFFICE y
NC DENR Winston Salem Regional Office
Division of Water Resources — Water Quality Programs
405 West Hanes Mill Road $ N
Winston Salem, NC 27105
Subject: City of Graham — Senator Ralph Scott Parkway Extension
AWCK Project: 15104
DWR Permit DWQ# 13 -1045 V2
Dear Ms. Homewood:
On behalf of the City of Graham, please find enclosed the PCN Form, Agent
Authorization Form, Impact Drawings, Construction Plans, Stormwater Management
Plan, DMS acceptance letter, and check for the above project. This PCN is a revision to
the original permit due to additional stream impacts at the stream SG location (See
Impact Drawing No. 6).
Should there be any questions concerning this submittal, please let me know.
Sincerely,
ALLEY, WILLIAMS, CARMEN & KING, INC.
S. Kyle Smith, P.E.
Enclosures
cc: Frankie Maness, City of Graham
Chuck Edwards, NCDOT
David Bailey, U.S. Army Corps of Engineers
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740 Chapel Hill Road (27215) • P.O. Box 1179 • Burlington. North Carolina 27216
Tel.-[phone] e Fax-[phone] e awck.com
ESTABLISHEI) u 1960

A �
RECEIVED s
N C. Dept. of ENR
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OCT 0 2 2015 Use y:
T� Corps action ID no.
W NSTON -SALEM DWQ project no.
REGIONAL OFFICE Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: ®Section 404 Permit ❑Section 10 Permit
1 b Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? I ® Yes ❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e. Is this notification solely for the record For the record only for DWQ 401
because written approval is not required? Certification:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
For the record only for Corps Permit:
❑ Yes ® No
® Yes ❑ No
❑ Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ® No
2. Project Information
2a. Name of project: Original Name: AICDZ- Proposed Road - New Name: Senator Ralph Scott Parkway
2b. County: Alamance
2c. Nearest municipality / town. Mebane /Graham
2d. Subdivision name:
2e. NCDOT only, T.l P. or state Former U -5538. NCDOT Project to Station 72 +00 - City of Graham Project from 72 +00
project no: to end.
3. Owner Information
3a. Name(s) on Recorded Deed:
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
The proposed road crosses portions of parcels that are owned by multiple owners,
NCDOT and City of Graham have acquired ROW and easements.
OCT 1 3 2015
DENR - WATER RESOURCES
Page 1 of 15 401 & BUFFER PERMITTING
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: N.C. DOT & City of Graham 1
4b. Name:
See Impact Drawings Cover sheet for each responsible party's impacts.
4c. Business name
(if applicable):
See Agent Authorization Form for Applicant , s Information.
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Kyle Smith
5b. Business name
(if applicable):
Alley, Williams, Carmen & King, Inc. l
5c. Street address:
740 Chapel Hill Road
5d. City, state, zip:
Burlington, NC 27216
5e. Telephone no.:
(336) 226 -5534
5f. Fax no.:
(336) 226 -3034
5g. Email address:
ksmith @awck.com
Page 2 of 15
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID)
1 b. Site coordinates (in decimal degrees):
1 c. Property size:
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
Multiple Owners, View Attachments
Latitude: 36.0547796 Longitude: -
79.316641
(DD.DDDDDD) (- DD.DDDDDD)
NA - Linear Project- 11,600 linear feet acres
Back Creek
WS -V, NSW
Cape Fear
Page 3 of 15
PCN Form — Version 1.3 December 10, 2008 Version

3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is a linear road corridor providing access to an approximate 1,200 acre site that has been designated as
Alamance Interstate Corridor Development Zone ( AIDCZ). The site consists of a portion of a mobile home park, wooded
land and fields. Surrounding properties contain residences, a mobile home park, wooded land and fields.
3b. List the total estimated acreage of all existing wetlands on the property:
In July 2013, the N.C. DOT delineated portions of the proposed road corridor (with the exception of one stream /wetland
crossing) during the preliminary planning process and for completion of an alternative's analysis. ECS delineated one
stream /wetland crossing for the proposed road corridor in August 2013, prior to its design. Approximately 0.5 acres of
wetlands were delineated within the proposed road right of way. The proposed road and right of way will permanently
impact 0.17 acres of wetlands.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
In July 2013, the N.C. DOT delineated portions of the proposed road corridor (with the exception of one stream /wetland
crossing) during the preliminary planning process and road alternative's analysis. ECS delineated one stream /wetland
crossing for the proposed road corridor in August 2013, prior to its design. Approximately 2,500 linear feet of stream
channel were delineated in the vicinity of the proposed road corridor. A total of 440 linear feet of stream channel will be
permanently impacted by the proposed road. Of the 440 linear feet of stream channel, 198 linear feet of stream channel
(0.0068 and 0.0099 acres of stream channels SG and SK, respectively) have been determined to be unmitagable by the
USACE.
3d. Explain the purpose of the proposed project:
The overall purpose of the project is to provide road access and sewer /water services to the approximate 1,200 acre
AIDCZ. Additionally, an approximate 1,000,000 square foot distribution center, parking areas and landscaped areas will
be constructed on an approximate 190 acre portion of the 1,200 acre AIDCZ (hereby referred to as the Swordfish site).
Impacts to streams and wetlands are cumulative for the purposes of permitting thresholds and required mitigation for the
proposed AIDCZ road, AIDCZ sewer line and development of the Swordfish site. However, due to separate permit
applicants, individual PCNs are being submitted to the USACE and the NCDENR -DWR for the AIDCZ road, AIDCZ sewer
line and Swordfish sites.
This PCN documents impacts to waters of the U.S. for the proposed road portion of the project. The purpose and need of
the proposed AICDZ road is documented in the previous submitted Alternative Analysis.
Additionally, anticipated vehicular traffic for the first portion of the AICDZ, which includes the proposed Swordfish site, has
been estimated by the N.C. DOT to be approximately 2,100 vehicles a day. Furthermore, average daily traffic counts for
existing Swordfish distribution centers that are 403,000 and 402,300 square feet have been determined to be 648 and
643 (including 190 and 187 average truck trips per day). A similar size distribution facility (837,000 square feet) to the
one being proposed on the swordfish site has an average daily traffic count of 771 (including 315 average truck trips per
day). Based on the N.C. DOT estimated vehicle traffic and review of traffic counts for similar Swordfish distribution
centers smaller than the one being proposed, the proposed road is necessary for efficiency, economics and logistics of
the Swordfish distribtion center and future industrial development within the AICDZ. Additionally, with the majority of
Swordfish distribution center's vehicle traffic being truck traffic, and the proximity of two schools, a day care, a church, a
community park, a mobile home park, several residential neighborhoods and various commercial /retail facilities in
proximity to the AICDZ/existing roadways that border the AICDZ, the proposed road will provide the most direct access to
Interstate 40/85, thus, eliminating severe safety concerns from the utilization of the existing road infrastructure.
Page 4 of 15
PCN Form — Version 1.3 December 10, 2008 Version

3e. Describe the overall project in detail, including the type of equipment to be used:
The site is an 11,600 feet linear road corridor providing access to an approximate 1,200 acre site that has been
designated as Alamance Interstate Corridor Development Zone (AIDCZ). The site consists of a portion of a mobile home
park, wooded land and fields. Surrounding properties contain residences, a mobile home park, wooded land and fields.
Proposed pipe culverts will range in size from 48 " -72" will be installed in the various stream crossings as shown on the
plans. The roadway right of way width has been minimized to the most practicable extent possible and is being proposed
to be approximately 60 feet with permanent drainage easements as indicated on the roadway plans. Endwalls will be
installed at pipe ends at the stream crossing locations to minimize pipe lengths. Grassed Swale treatment provided,
where practical and according to criteria, prior to discharge through buffers. As indicated in the project plans, discharge
thru stream buffers will be accommodated via bio- retention basins where slopes allow and via rock lined channels where
slopes do not accommodate other measures.
Typical highway construction equipment will be used to clear and grade the right of way and easements and construct the
proposed road. Temporary stream crossings will be constructed in accordance with NCDOT design standards and Best
Management Practices to accommodate construction activities prior to installation of the permanent pipe culverts. Site
dewatering will be performed in accordance with Best Management Practices with temporary and permanent impacts
limited to areas as designated in the impact drawings. Erosion and sedimentation control measures will be installed in
accordance with NCDOT requirements.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments: Portions of the proposed road corridor were ® Yes ❑ No ❑ Unknown
verified by Mr. Andy Williams -USACE and Ms. Sue
Homewood -NCDWQ in August 5, 2013. Mr. Andy Williams -
USACE and Ms. Sue Homewood visited the remainder of the
proposed road corridor on August 27, 2013.
4b. If the Corps made the jurisdictional determination, what type
of determination was made? Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): N.C. DOT (Deanna Riffey, Rachelle Agency /Consultant Company: ECS Carolinas, LLP
Beauregard, Tyler Stanton, Amy James, Jim Mason) and Other: N.C. DOT
ECS Carolinas, LLP (Bradley Luckey, David Brame and
Michael Brame)
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for ®Yes E] No El Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
A Section 404 Nationwide 39 Permit was issued 2/24/14 Action ID SAW- 2013 - 01456. A Section 401 Water Quality
Certification and Jordan Buffer Authorization was issued 2/25/14 DWQ #13 -1045 V2
6. Future Project Plans
6a. Is this a phased project? I ® Yes ❑ No
6b. If yes, explain.
The first phase of the AIDCZ road consists of approximately 7,200 linear feet of road that connects Trollingwood-
Hawfields Road to the 190 acre swordfish site and the eastern portion of the AIDCZ. The second phase of the road
consists of approximately 4,400 linear feet that will provide access to the western portion of the AIDCZ. This permit is
intended to account for changes in design of the second phase of the roadway. All stream, wetland, and buffer impacts
remain the same with the exception to the impacts to the stream and buffers at stream SG. Additional phases or
extensions of the proposed road are not planned or anticipated at this time. Additional impacts to streams and wetlands,
outside of those proposed in the AIDCZ road, AIDCZ sewer line or Swordfish permit applications, are not being proposed
at this time.
Page 5 of 15
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non -404, other) (acres)
Temporary (T)
W1 ®P ❑ T Fill
Freshwater Marsh
® Yes
❑ No
® Corps
❑ DWQ
0.01
W2 ®P ❑ T Fill
Freshwater Marsh
® Yes
❑ No
® Corps
❑ DWQ
0.17
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0.18
2h. Comments: The proposed road will permanently impact 0.18 acres of riparian wetlands by fill.
3. Stream Impacts
If there are perennial or intermittent stream
impacts (including temporary impacts)
proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b.
3c.
3d.
3e.
3f.
3g.
Stream impact Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T Culvert
UT To Back Creek
® PER
® Corps
2
56
(SA)
® INT
❑ DWQ
S2 ®P ❑ T Culvert
UT To Back Creek
® PER
® Corps
5
94
(SB)
❑ INT
❑ DWQ
S3 ®P ❑ T Culvert
UT To Back Creek
® PER
® Corps
3
75
(SC)
❑ INT
❑ DWQ
S4 ®P ❑ T Culvert
UT To Back Creek
❑ PER
® Corps
2
17
(SH)
® INT
❑ DWQ
S5 ®P ❑ T Culvert
UT To Back Creek
❑ PER
® Corps
7
85
(SK)
® INT
❑ DWQ
S6 ®P ❑ T Culvert
UT To Back Creek
❑ PER
® Corps
3
113
(SG)
® INT
❑ DWQ
3h. Total stream and tributary impacts 440
3i. Comments: 0.0068 acres of stream SG and 0.0099 acres of stream SK will be permanently impacted by culvert/rip -rap /fill
for the proposed construction of the roadway. Mr. Andrew Williams of the USACE has determined that these linear stream
impacts are unmitigable. Although. 0.0167 acres of USACE unmitigable stream channel will count towards Nationwide Permit
thresholds. DWR has determined a 1:1 mitigation ratio for stream channel SG and due to stream channel SK being classified
Page 6 of 15
PCN Form — Version 1.3 December 10, 2008 Version

as ephemeral by DWR, DWR will not require mitigation for stream channel SK.
Design changes will result in the addition of 37 LF of impacts to Stream SG revising the total 113 LF of stream impacts. The
37 feet of additional impacts to Stream SG is what is being mitigated for in this application.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number — (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary (T)
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f. Total open water impacts
4g. Comments: Open water impacts are not proposed.
S. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (acres)
number of pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments: Constructed ponds or lakes are not being proposed for this portion of the site.
5h. Is a dam high hazard permit required?
❑ Yes ®No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 7 of 15
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
Project is in which protected basin?
6b.
Buffer impact
number —
Permanent (P) or
Temporary (T)
131 ❑P ❑T
B2 ❑P ❑T
B3 ❑P ❑T
6c. 6d.
Reason
for
impact
Stream name
❑ Neuse ❑ Tar - Pamlico
❑ Catawba ❑ Randleman
6e. 6f.
Buffer
mitigation
required?
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
6h. Total buffer impacts
Zone 1 impact
(square feet)
27,127
® Other: Jordan
M.
Zone 2 impact
(square feet)
20,254
6i. Comments: The proposed road will impact vegetative stream buffers at 7 locations (See Table 1 on cover sheet of permit
drawings). The road crossings have been designed to cross as near to perpendicular as possible, given topographic
constraints. With the exception of Site 3 (SC) and Site (SF), the road crossings have been designed to impact less than 150
linear feet or 1/3 acre of riparian buffer (in accordance with "allowable without mitigation" activities for road crossings of
streams and other surface waters in the NCDENR Red Book, Jordan Lake Buffer Rules).
Due to the location of Stream Crossing 3 (SC) and proximity to the convergence of streams SC and SD, 90 square feet of
Zone 1 buffer and 678 square feet of Zone 2 buffer is considered a parallel impact and will require mitigation (in accordance
with "allowable with mitigation" activities for road crossings of streams and other surface waters in the NCDENR Red Book,
Jordan Lake Buffer Rules). However, the buffer impacts from Stream Crossing 3 (SC), including the parallel portion of buffer
impacts, has been designed to impact less than 150 linear feet or 1/3 acre of riparian buffer.
A rip pad will be needed at Site 7. While it does not impact stream SF, there will be impacts to Buffer Zone 2 for construction
purposes. This will impact 441 square feet in Zone 2 and will require mitigation.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
NCDOT evaluated the "do- nothing" alternative, the "improve existing" alternative, and a new location alternative to meet the
purpose and need of the proposed project (attached). Based on this evaluation, the least environmentally damaging
practicable alternative is to construct a new location access road from Trollingwood - Hawfield Road just south of the 1 -40/85
interchange through the AICDZ.
Option D has been further re- designed to minimize the number /extent of stream crossings and wetland impacts. Impacts to
stream SA and wetland WA has been minimized by shifting the connection of the proposed road and Trollingwood - Hawfields
road further to the south. The revised design has shifted the SC stream crossing to the north, to avoid impacts to SD and SE
streams /buffers. Additionally, the revised Option D is aligned such that impacts to wetlands WB and streams SI are avoided
with minimal impacts to stream SH and SH /SI buffers. The roadway has been shifted to the north to avoid impacts to streams
SF and SJ and their associated buffers.
The proposed roadway has been designed to cross streams at locations that the streams are relatively perpendicular.
Furthermore, construction of headwalls /endwalls at heights ranging from approximately 5 to 9 feet have been designed to
minimize impacts to streams and their associated buffers. Slopes are being proposed to be 2:1 or less from the toe of slope in
the areas of the proposed wetland impacts.
The site (linear portion of the AICDZ) contains approximately 0.5 acres of wetland and 2,500 linear feet of stream channel.
The proposed road corridor is approximately 11,600 feet in length. The proposed road has been designed to avoid and
minimize future impacts to streams /wetlands /buffers associated with development of the larger AICDZ tract.
Page 8 of 15
PCN Form - Version 1.3 December 10, 2008 Version

Since the original application dated 9/25/13 impacts have been minimized even greater during development of final design.
Stream impacts were reduced by 33 feet.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The clearing limits will be staked and silt fence will be used. The roadway right of way width has been minimized to the most
practicable extent possible and is being proposed to be approximately 60 feet with permanent drainage easements as
indicated on the roadway plans. Endwalls will be installed at pipe ends at the stream crossing locations to minimize pip
lengths. Grassed swale treatment provided, where practical and according to criteria, prior to discharge through buffers. As
indicated in the project plans, discharge thru stream buffers will be accommodated via bio- retention basins where slopes allow
and via rock lined channels where slopes do not accommodate other measures.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply)
2c. If yes, which mitigation option will be used for this
project?
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached
4b. Stream mitigation requested:
4c. If using stream mitigation, stream temperature:
4d. Buffer mitigation requested (DWQ only):
4e. Riparian wetland mitigation requested:
4f. Non - riparian wetland mitigation requested:
4g. Coastal (tidal) wetland mitigation requested:
® Yes ❑ No
® DWQ ® Corps
❑ Mitigation bank
® Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
Type
Quantity
® Yes
478 Total - 44 new with this permit linear feet
® warm ❑ cool ❑cold
1949 square feet
acres
acres
acres
Page 9 of 15
PCN Form — Version 1.3 December 10, 2008 Version

4h. Comments:
Stream
Permanent fill
Strembank
Impacts
USACE
Impacts
Impacts
Stabilizaion
Requiring
Mitigation
Requring
(feet)
Impacts(feet)
USACE
Ratio
DWR
Mitigation
Mitigation"
Crossing 1 -SA (east)
13
0
13
1:1
13
Crossing 1 -SA (west)
31
12
31
2:1
43
Crossing 2 -SB
73
21
73
2:1
94
Crossing 3 -SC
68
7
68
2:1
75
Crossing 4 -SH
8
9
8
1:1
17
Crossing 5 -SK
72
13
0
0
0
Crossing 6 -SG 99 (Previous 69)
14
0
0
113 (Previous 69)
Total 364 (Previous 334) 76 (Previous 69) 193 355 (Previous 311)
"All DWR mitigation is 1:1 ratio.
Mitigation for 434 linear feet was paid with previous applications. Mitigation will be requested for additional impacts to Stream
SG of 44 linear feet.
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires I ® Yes El No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 parallel impacts to 90 3 (2 for Catawba) 270
Streams SC
Zone 2 parallel impacts to 1,119 1.5 1,679
Streams SC and SF
6f. Total buffer mitigation required: 1,949
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
Payment to approved in -lieu fee fund was previously paid with previous application.
Page 10 of 15
PCN Form — Version 1.3 December 10, 2008 Version

6h. Comments: Due to the location of Stream Crossing 3 (SC) and proximity to the convergence of streams SC and SD, 90
square feet of Zone 1 buffer and 678 square feet of Zone 2 buffer is considered a parallel impact and will require
mitigation (in accordance with "allowable with mitigation" activities for road crossings of streams and other surface waters
in the NCDENR Red Book, Jordan Lake Buffer Rules). However, the buffer impacts from Stream Crossing 3 (SC),
including the parallel portion of buffer impacts, has been designed to impact less than 150 linear feet or 1/3 acre of
riparian buffer.
At Site 7, there will be a parallel impact to Stream SF due to the necessary placement of a rip rap pad. Impacts to 441 square
feet of Buffer Zone 2 will require mitigation
Buffer mitigation totals are 90 sq ft in Buffer Zone 1 and 1,119 sq feet in Buffer Zone 2.
Total buffer mitigation for Zone 1 is 270 sq ft and Zone 2 is 1679 sq ft.
Buffer mitigation should not be required for the remainder of the buffer impacts due to the stream /buffer crossings being
designed in accordance with "allowable without mitigation" activities for road crossings in the NCDENR Red Book, Jordan
Lake Riparian Buffer Rules.
Page 11 of 15
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified ® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes [D No
Comments: See attached Stormwater Plan
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 21.5%
2b. Does this project require a Stormwater Management Plan? ® Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: .
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
See attached Stormwater Management Plan
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
3b. Which of the following locally - implemented stormwater management programs
apply (check all that apply):
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
4. DWQ Stormwater Program Review
4a. Which of the following state - implemented stormwater management programs apply
(check all that apply):
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
5b. Have all of the 401 Unit submittal requirements been met?
❑ Certified Local Government
❑ DWQ Stormwater Program
® DWQ 401 Unit
❑ Phase II
❑ NSW
❑ USMP
❑ Water Supply Watershed
❑ Other:
❑ Yes ® No
❑
Coastal counties
❑
HQW
❑
ORW
❑
Session Law 2006 -246
❑
Other:
❑ Yes ® No
® Yes ❑ No
® Yes ❑ No
Page 12 of 15
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the ® Yes ❑ No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Comments: Based upon the determination of the N.C. DOT a Programmatic ❑ Yes ® No
Categorical Exclusion (PCE) will be required to satisfy NEPA requirements. The
project will be processed as a State Minimum Criteria Checklist that requires no
circulation.
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ( El Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Due to the minimal transportation impact resulting from this access road, this project will have low to moderate influence
on land uses and stimulate growth within a confined and planned for industrial development zone. Any future
development which, with or without the project, potentially impacts jurisdictional resources will be subject to regulatory
permitting requirements. Furthermore, any development within the AICDZ will be subject to the Jordan Rules and
requirements of adopted ordinances, land use plans and zoning regulations. Although change in land use and an
associated increase in impervious surface is anticipated, the presence of Phase II stormwater regulations, which stipulate
post- construction stormwater treatment, and the implementation of Best Management Practices during construction, will
further mitigate potential water quality effects.
A secondary indirect and cumulative screening analysis was completed and is included in the CIA report in the Appendix
of the previously attached N.C. DOT Alternatives Analysis.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Wastewater will not be generated by the construction of the proposed road. Wastewater will be generated by the
proposed development of the swordfish site and associated impacts are addressed in the AICDZ sewer line PCN.
Page 13 of 15
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or I ❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act I F1 Yes ® No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted. ❑ Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
As of September 22, 2010 the USFWS does not list any federally protected species for Alamance County.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? I ❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NMFS County Index
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
A previous intensive archaeological survey [Office of State Archaeology ER # 97 -8950, (Cassedy, Daniel F. 1997)]
covered the archaeological Area of Potential Effects (APE) for this project, a proposed new roadway including any
associated construction easements. As a result of that reporting, no archaeological resources were identified that were
considered eligible for the National Register of Historic Places (NRHP). Please see the attached "No National Register of
Historic lace Eligible or Listed Archaeological Sites Present or Affected Form" prepared by the NCDOT Archaeology
Group dated August 5, 2013, as part of the Programmatic Agreement for Minor Transportation Projects.
Comprehensive historic architectural survey of Alamance County (under the direction of the SHPO) is extensive (1978 -9,
1989 -90, 1991 -2, and 2001 -2) and illustrates, as do the county GIS /tax records, the absence of critical historic buildings,
structures, and landscapes in the APE. NCDOT Historic Architecture's onsite investigation of the National Register - listed
Hawfields Presbyterian Church (AM 7) vicinity for PA project 12 -03 -0051 (WBS No. 7C.001019) in June of 2012 confirms
this finding. The current APE does not intersect the nearby, National Register - listed Kerr -Scott Farm (AM 464) and
Henderson Scott Farm (AM497). Please see the attached "No Historic Properties Present or Affected Form" for PA
project 13 -03 -0072 (Addendum) dated August 6, 2013.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain? I ❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements: The proposed road and right of way are located outside of the 100
Year Floodplain.
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Information Systems, online
map (attachment).
Page 14 of 15
PCN Form — Version 1.3 December 10, 2008 Version

S. Kyle Smith 10/1/2015
Applicant/Agent's Printed Name Appli nt/ is 5gnature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 15 of 15
PCN Form — Version 1.3 December 10, 2008 Version

AGENT AUTHORIZATION FORM
PROPERTY ADDRESS: Senator Ralph Scott Parkwav
APPLICATION INFORMATION:
NAME: Citv of Graham
Fronkie Maness
Citv Manager
Address 201 South Main Street
P.O. Drawer 357
Graham, NC 27253
Telephone Number: (336) 570 -6700
Fax Number: (336) 570 -6703
E -mail Address: fmanessPcitvofgraham.com
no
a
OCT 1 206 �
DENR WATEF2 RESOUR EC
401 $ BUFFER PERMITTING
The undersigned, registered property owners of the above noted property, do hereby authorize
Kyle Smith of Alley Williams Carmen & King
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this
permit or certification and any and all standard and special conditions attached.
Signature: X24 ��'—'� �; fy ri'►�•tc Date: �^ /a " /r

AGENT AUTHORIZATION FORM
PROPERTY ADDRESS: Senator Ralph Scott Parkwav
APPLICATION INFORMATION:
NAME: N. C. Department of Transportation
Charles N. Edwards, P.E.
District Enaineer
Address 127 East Crescent Sauare Drive
P.O. Box 27253
Graham, NC 27253
Telephone Number:
Fax Number:
E -mail Address:
(336) 570 -6833
(336)570 -6873
cnedwardsPncdot.eov
The undersigned, registered property owners of the above noted property, do hereby authorize
Kyle Smith of Alley Williams Carmen & King
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this
permit or certification and any and all standard and special conditions attached.
Signature: (_�q (a O-)�C' 1'~ 'S#- Date: '3-21' )S

alley, williams, carmen
& king, inc.
ENGINEERS. ARCHITECTS s
T Waters of the US Impacts
740 chapel hill road
p.o. box 1179
burl ington, n.c. 27215
336/226 -5534
Firrn's Engineering License
No. F -0203
Permanent Bufer Impacts
Waterof
Crossing
I
Responsible
latitude Longitude OWftIbr Classification&
IUSACE
USACECompensatory
I I
DWRCompensatory
Impacted Impacted Temporary Stream
I I
Bank
I
Min US
=ZOnQ1
ZonelBuffer
minus
=Zone2
Zone2Buffer
the US
Number
P�
Weiland Classification
Mitigation Required
Mitigation Required
Length Ilfl
Area lad
Imoaetz 1111
Stabilization
Ilfl
SA•
1 I
N.C. DoT
136.03'45" N 79'18'2T' W I Intermittent
1 1:1 1
1:1
13
0.0006
7
D
Zone 1
Wetlands
Buffers (not
Mitigation
Zone 2
Wetlands
Buffers (not
Mitigation
SA•
1 I
N.C. DOT
136'03'45" NI79*18'2T' W� Perennial
2:1
3:1 _
31
am14
3o
I 12
_
Waterof
Impact
in Zone l
wetlands)
Required (using
Impact
in Zone 2
wetlands)
Required (using
SB•
2 I
N.C. DOT
136.03'33" NI79'ig'46 ^W Perennial
2:1 I
1:1
73
0oos4
s
21
the US
(sq ft)
(sq ft)
(sq ft)
3:1 ratio) (sf)
(sq ft)
(sq ft)
(sq ft)
1.5:1 ratio) (sf)
_SC-
s0
3 1
I
N.C. DOT
36'03'39" N 79'19'09" W I Perennial
verennial
2:1
(NOImpacts) I
1:1
A- ided(NOlmpacts)
68
0
0.0047
1 0.0000 1
7
a
7
1 0
_
SA`
1,126
0
1,126
Not Re ired
474
1 0
474
Not Reqired
SE
1 i
I_ 1 Intermittent
_Avoided
Avaided(Nolmpadsl
Avoided(No Impacts) I
0
1 0.0000 1
o
I 0
SA`
4,264 1
439
3,825
Not Reqired
2,818
0
2,818
Not Reqired
sF
(Sheet 7)
CityofGraham
36'03'30"NI79'19'S3 "WI Intermittent
I Avoided(NOlmpattsl
Avoided(NoImpacts) I
0
I 0.0000 1
0
1 0
I SBe 1
5,917
0
5,917
Not Reqired 11
3,791 1
0
3,791
Not Reqired
SG"
6
Gty of Graham 3WQ3'24" N 179'2000" wI Intermittent
I No Ntigation Required 1
1:1 I
99
I 0.0068
11
14
-
-- -
SH•
4
N.C. DOT
36'03'38" NI79'1919" W Intermittent
1 1:1
1:1 I
s
I 0.0004 I
o
y
SC`
5,061
3,113
1,948
Not Regired
3,394
1,613
1,781
Not Reqired
sl
Intermittent
AvoidedIN*Im )
Avoided No lm acts)
0
0.0000
0
0
SC`
I
90
0
90
270
678
0
678
1017
sl
Intermittent
Avoided INnlmpxts)
Avoided(NOIm acts)
0
0.0000
0
0
SD
0
0
0
Not Reqired
0
0
0
Not Reqired
SK"
5 1
N.C. DOT
136'03'39" N 79'19'25" W Ephemeral
No Mitigation Required
No Mitiptlon Required
72
0.0099 I
0
13
SE I
0 I
0
0
Not R2 ired
0 I
0
0
Not Reqired
WA"
I 1 I
N.C. 00T
136'03'45" N I79'18'2T' W Non -Tidal Freshwater Marsh
2.1
N/A
N/A
I 0.0101 I
N/A
N/A
SF
0
0
0
Not Reqired
441
0
441
662
WB
/ Headwater Forest
I 1 Non -Tidal Freshwater Marsh
Avoided (No Impacts)
N/A
N/A
I 0 -0000 I
N/A
N/A
I SG" I
7,400
0 I
7,400
Not Reqired 1
4,920
0
4,920
Not Reqired
WC•'
3
N.C. DOT
36'03'39" NI79'1909' W Nan -Tidal Freshwater Marsh
2:1 _ I
N/A 1
N/A
1 01739 I
T
N/A
N/A
I SH`
3,269
0 I
3,269
Not Reqired 1
3,738
0
3,738
Not Reqired
Total Bank Stabilization (if)
I
SI
I
0
0
0
Not Reqired
0
0
0
Not Reqired
Total Temporary Stream Impacts (if)
I
63
Si
0
0
0
Not Reqired
0
0
0
Not Reqired
TotaMntermittent Stream Impacts (If)
-
1
192
SK"
0
0
0
Not Reqired
0
0
0
Not Reqired
Total Perennial stream impacts (it)
Total Stream Impacts (If)
_
l
172
503
Totals
27,127
3,552
23,575
270 1
20,254
1,613
18,641
1,679
'Total Stream Impacts Counted Towards N WP 39 Threshold (If)
I
242
­Total Waters of the U5 Counted Towards N WP 39Threshold
(ac)
0.2162
alley, williams, carmen
& king, inc.
ENGINEERS. ARCHITECTS s
SURVEYORS
740 chapel hill road
p.o. box 1179
burl ington, n.c. 27215
336/226 -5534
Firrn's Engineering License
No. F -0203
RELEASED
PARKWAY EXTENSION
MEBANE, NORTH CAROLINA
CONSTRUCTION
BOOK NO 412A
NEW ROADWAY IMPROVEMENTS
MEBANE, NORTH CAROLINA
ate® sn
FKH
J_"'
ROADWAY IMPACTS
OVERALL
COVER
-7
I

2 1
I
0400 I > +100
of
/ + ` ���� LEGEND
STREAMS (S% /)
wfn wos/Ptxuwtxr wards (wN)
PERMANENT STREAM RMPACIS
r
/! I : ` / r / / / • TEMPORARY STRLw IMPARTS
38°03'45'
Stream SA 10 / !
/ STREAM BANK 5TA&UZAMN
N /
79°18'27' W f! I I r ! 1
! 1 ! !' \ \ PERRw+[Mr eurr[R zowr r ,vA+cis
!
PERMANEM BUFFER ZONE 2 ANWTS
II r , �, /• r J ALLOWABLE NITMOUT ANTIGARO /
Ir ALLOWABLE 10" MlIXAMN BIR7FR "PACTS
�I
TEMPORARY IMPACTS
j \ STREAM BANK
1 1 CLASS I RIP �T STREAM IMPACT I 7 LF I .0003 AC.
1 j t+ CLASS I RIP RAP
U ON BANKS ONLY IWEST STREAM IMPACT JO L.F .0014 AC.
PERMANENT IMPACTS
IO WETLANDS 1 0.0101 AC. 444A���M�rMy��y
I I I �� C• • 0
FIST STREAM lMPAC7 13 L.F. I .0006 AC. ;� N AR •�,
1 I� WEST STREAM IMPACT�31 L.F. .0014 AC. RL .•HESS/
1 1 I II STREAM BANK STABIL TION 12 L.F. Q� , 2
BUFFER LONE / 5,390 S.F. SEAL
INUS WETLANDS IN ZONE 1 439 S.F. 039206
I = ` ZONE 1 NO WETLANDS 4,951 S.F. I/
BUFFER ZONE 2 3,292 S. F. FNg I NEEF •' /�
MINUS WETLANDS IN ZONE 2 O S.
` F.
ZONE 2 NO WETLANDS 3,292 S.F. ' �'• ��
1 4
TOTAL BUFFER A. NO WETLANDS 8,243 S. F.
` I 1
RELEASED FOR CONSTRUCTION
IV
0 40
PROJECTNO. - 13097
NEW ROADWAY IMPACTS FOR: SNEET No
n I alley, wii carmen king, inc.
ENGINEEERRSS, , ARCHITECTS & S ALAMANCE INTERSTATE CORRIDOR URVEYORS -/
740 chapel hill road p.o. box 1179 DEVELOPMENT ZONE I
burlington, n.c. 27215 336/226 -5534 MELVILLE TWSP., ALAMANCE COUNTY, N.C.
Firm's Engineering License No. F -0203 scuE: 1 " = 40' 1 OATE 11812014 low,o.BW MHW °F 7

,Kse•n
I �4
9.„m so wt OF BMML
se•1B�\
$114
4o
T
*7 N
,4r W i-2
STREAM BWK STABILOATOY '� I
WHERE DTCH DISCHARGES
INTO STREAM (TYP.) _ wo
STRFAM HANK
STABILIZATON
CLASS I RIP RIP
ON BANKS ONLY
,8th/ / / \-�-• �
/ col •.
/` / � •= p SEAL
039206 : % i3r rLr
r? .I. S• F,yclNfcEQ,•• Z,
PERMANENT IMPACTS
WETLANDS 1 0 AC. ''•.,,rL E "
STREAMS 173 LF. .0084 AC.SBa -rJ "
STREAM BANK STABIUZATION 21 LF.
BUFFER ZONE 1 5,917 S.F.
BUFFER ZONE 2 3,791 S.F.
TOTAL BUFFER AREA 9,708 S.F.
TEMPORARY IMPACTS
STREAM IMPACT 1 8 L. F. .0009 AC.
0 50 NOT RELEASED FOR CONSTRUCTION
PROJECT NO. - 13097
NEW ROADWAY IMPACTS FOR: �T N0
alley, wiEiRS, carmen S king, inc. ALAMANCEINTERSTATECORRIDOR
ENGINEERS, ARCHRECTS do SURVEYORS
740 chapel hill rood p.o. box 1179 DEVELOPMENT ZONE 2
Burlington, n.c. 27215 336/226 -5534 MELVILLETWSP., ALAMANCE COUNTY, N.C.
UDUA Firm's Engineering License No. F -0203 scull: 1" = 50' IDAT 11812014 1 Twa By MHW 01 7
LEGEND
1 I
lam—
Pf7"4VENT STREAM IYPACIS ®
IMPACT' (Wil)
STREAMS (Siff)
TEMPORARY STREAM AIIPACfS
PERWNEXT BUFFER ZONE 1 MIPACIS
STREAM BANK STAOUZA1ION
PERFMNEM BUFFER ZOhE Z IMPACTS
ALLOWABLE WRIIOUT MTICATON
`
ALLOWABLE KM M/11G4TIOM BUFFER MWACTS
STREAM BWK STABILOATOY '� I
WHERE DTCH DISCHARGES
INTO STREAM (TYP.) _ wo
STRFAM HANK
STABILIZATON
CLASS I RIP RIP
ON BANKS ONLY
,8th/ / / \-�-• �
/ col •.
/` / � •= p SEAL
039206 : % i3r rLr
r? .I. S• F,yclNfcEQ,•• Z,
PERMANENT IMPACTS
WETLANDS 1 0 AC. ''•.,,rL E "
STREAMS 173 LF. .0084 AC.SBa -rJ "
STREAM BANK STABIUZATION 21 LF.
BUFFER ZONE 1 5,917 S.F.
BUFFER ZONE 2 3,791 S.F.
TOTAL BUFFER AREA 9,708 S.F.
TEMPORARY IMPACTS
STREAM IMPACT 1 8 L. F. .0009 AC.
0 50 NOT RELEASED FOR CONSTRUCTION
PROJECT NO. - 13097
NEW ROADWAY IMPACTS FOR: �T N0
alley, wiEiRS, carmen S king, inc. ALAMANCEINTERSTATECORRIDOR
ENGINEERS, ARCHRECTS do SURVEYORS
740 chapel hill rood p.o. box 1179 DEVELOPMENT ZONE 2
Burlington, n.c. 27215 336/226 -5534 MELVILLETWSP., ALAMANCE COUNTY, N.C.
UDUA Firm's Engineering License No. F -0203 scull: 1" = 50' IDAT 11812014 1 Twa By MHW 01 7

LEGEND
` j ® WMMOS /PERMANnrr IMPACTS (M/O PERMANENT STREAM IMPACTS
scso ^\1 STREAMS (un ,E,wPOOV" STREAM IMPACTS
PERMANENT BUFFER ZONE 1 IMPACTS
SFI(j) \ STREAM &VW STABILIZATION
SE5 MERGERS O BUFFER ZONE Z IMPACTS
ALLOWABLE WITHOUT MRKIATION
\ ALLOWABLL *TTH WTOGAPON BUFFER IMPACTS
SC6O � �
STREAMSDTOPOFBANK
PARALLEL ZONE I
IMPACTS FROM Scs
STREAM SC CHANGING ..
.. '14, .,..
DIRECTION 90 SF
PARALLEL
IMPACTS I-
DIRECffQN 4578 SF
�' 1 ri....• f �-
`
WZ4
/// •' fill` ✓:fy..
WETLAND WC
S BANK
_ $r TjON
I RIP RAP
ON KS ONLY
TOP OF
NC
t�
WC -13
WETLANDS 10.1739 AC. i ����••u'u,•y'ff
STREAMS J 68 L. F- 1.0047 AC.
STREAM BANK STABILIZATION 7 L.F. WC 9 ;: 9�
1 BUFFER ZONE 1 5,151 S.F.
1 MINUS WETLANDS IN ZONE 1 3,113 S.F. WC -9 SEAL +
ZONE 1 NO WETLANDS 2,038 S.F.
1 039206
BUFFER ZONE 2 4,072 S.F.
1 MINUS WETLANDS IN ZONE 2 1,613 S.F. %I SC -A7 ELyC I Ea
1 ZONE 2 NO WETLANDS 2,459 S.F. TEMPORARY IMPACTS WC•10
TOTAL BUFFER A. NO WETLANDS 4.497 S.F. (STREAM IMPACT 1 7 L. F. .0005 AC. r'•,���
„a.. ,. 4 ,
NOT RELEASED FOR CONSTRUCTION
0 50
PROJECT NO. - 13097
S
NEW ROADWAY IMPACTS FOR: S"�TNO
alley, Williams, carmen king, inc. ALAMANCE INTERSTATE CORRIDOR
ENGINEERS, ARCHITECTS do SURVEYORS
740 chapel hill rood p.o. box 1179
DEVELOPMENT ZONE 3
�nD[E Burlington, n.c. 27215 336/226 -5534 MELVILLETNSP., ALAMANCE COUNTY, N.C.
Firm's Engineering License No. F -0203 sGALE: V= V lam: 11812014 IwA[+er WIN OF 7

POND BUFFER
ZONE
M
'PD i
m�
I�j
i GDRL
ow - 1
PERMANENT IMPACTS
WETLANDS 1 0 AC.
STREAMS 1 B L.F. 1.0004 AC.
STREAM BANK STABILIZATION 9 L.F.
BUFFER ZONE 1 3,269 S.F.
WETLAND WB BUFFER ZONE 2 3,738 S. F.
TOTAL BUFFER AREA 7,007 S.F.
wB1x---1 ?D �4+Pocows „
STREAM BANK 36°0738' N STREAMS[ !UP OF
STABILIZATION
CLASS I RIP RAP 79°19'19' W
ON BANKS ONLY
LEGEND
DPERMANENT STREAM IMPACTS
TEMPORARY STREAM PACFS 1q;1 SH 5
LL—
MI ••,`,,�. ••,••t
•o N CAR
°# V STREAM BMX STABILIZATION •�• '� , • • • • •.. O/ ••i
® WETLANOS/PERMANENr IMPACTS (W11) STREAM St TOP OF K
- SrnEAMS rS�i� SEAL
PERMANEM BUFFER ZONE 1 IMPACTS 039206
SH 4 I '
\� PERMWENT BUFFER ZONE 2 IMPACTS S• • VC I.aEEO..
ALLOWABLE wrrHOUr MRK.AwN ••••'•.,TILE 5�'��.•' •
_ ALLOWABLE WITH MrTrGnoN BUFFER IMPACTS SH -3 /•�•�
NOT RELEASED FOR CONSTRUCTION
0 30
—� —�— PROJECT NO. - 13097
NEW ROADWAY IMPACTS FOR: SNEET NO
alley, w EERS, s, carmen S king, inc. ALAMANCE INTERSTATE CORRIDOR
ENGINEERS, ARCHITECTS &SURVEYORS
740 chapel hill road p.o. box 1179 DEVELOPMENT ZONE 4
burlington, n.c. 27215 336/226 -5534 MELVILLETWSP., ALAMANCE COUNTY, N.C.
Firm's Engineering License No. F -0203 SCALE 1" = 30 1 OATE 11812014 IOwG sY MHW OF 7

IMP'
pERMA NE NT
0 ^C.
1 0099 AC.
�DS 72 t.F
13 L,F-
girFA,tS gpNK STS 71ON
0 S,F.
STREM+
(SUFFER ZONE �
O S.F.
S•f
jBUF`�R AREA
s SAW ark�,psc' .)
ow
rir
:3 GDRL
._:
y SK -15 klL
400 ,\G'q 54 +099,
+ ( SKI
GDRL
ow Row
1 36'03'39-
s'03` N SK -13 4
SK-18,q
ISK-1
ROW —
SK-21
19
Ipoc ----
GDRL
i
2, TE#ApORAAyCONSTRUGTiON
3 EASEWW-
f GDR-_
5;'�O 0
GDRL
""I
CUB ONLY 5
KS O ` . A_ .
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740 chap 27215 F_0203
I burlington, n.c. No•
fens En9'n .n9 license

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88-E00 ,
1
LEGEND
PERMANENT STREW & PACTS
FEMPORARV STREAM IMPACTS
STREAM BANK STAftL7ATKW
®
WE1f.WO5/PERMA — IMPACTS lM R
- - - --
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PERMANENT BUFFER ZONE i IMPACTS
&G -3 UNDERGROUND
,
,
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799*201000" W
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PERMANENT IMPACTS
WETLANDS I 0 AC.
STREAMS 99 LF. 1 .0068 AC.
STREAM SANK STABILI TION 1 14 LF.
BUFFER ZONE 1 7,400 S.F.
BUFFER ZONE 2 4,920 S.F.
TOTAL BUFFER AREA 12.320 S.F.
TEMPORARY
—Is TREAM )MPACT 11 L.
r
r r \
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PERMANENT BUFFER ZONE 2 IMPACTS � ` �� CA
ALLOWABLE WITHOUT MRIGTION :i C `• ..... • ROB
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ALLOWABLE WITH M/nGAT10N BUFFER IMPACTS
SEAL
039206
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PROJECT NO. - 13097 ,•�
NEW ROADWAY IMPACTS FOR: FIN°
alley, ENGINEERS, A Carmen S king, inc. ALAMANCE INTERSTATE CORRIDOR
ENGINEERS, ARCHITECTS &SURVEYORS
740 chapel hill road p.o. box 1179 DEVELOPMENT ZONE 6
Burlington, n.c. 27215 336/226 -5534 MELVILLETWSP., ALAMANCE COUNTY, N. C,
Firm's Engineering License No. F -0203 SCALE: 1" = 30' 1 DATE: 911012015 I°xr, Br WDF °F 7

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PROJECT NO. - 13087
alley, Williams, carmen & king, inc.
ENGINEERS. ARCHITECTS ec SURVEYORS
740 chapel hill road P.O. box 1179
burlington, n.c. 27215 336/226 -5534
Firm's Engineering License No. F -0203
PERMANENT IMPACTS
E S AR .; �,
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039206
'ft i NESS /�,
NEW ROADWAY IMPACTS FOR:
ALAMANCE INTERSTATE CORRIDOR
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SCALZ r = 3a jDATE, 1/8/2014 jawavy MHW
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039206
'ft i NESS /�,
NEW ROADWAY IMPACTS FOR:
ALAMANCE INTERSTATE CORRIDOR
DEVELOPMENT ZONE
MELWILLE TV,`SP., ALAMANCE COUNTY, N.C.
SCALZ r = 3a jDATE, 1/8/2014 jawavy MHW
SMTNO.:
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OF 7

Highwa
IN—mi
1lremlon 1.2; Released September 2011)
of
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR LINEAR ROADWAY PROJECTS
Project/TIP No.: AWCK 15104 Coun ies : Alamance Page 1 of 4
General Pro "ect Information
Project No.:
NCDOT Contact:
Address:
Phone:
Email:
City /Town:
River Basin(s):
Primary Receiving Water:
AWCK 15104
Project Type: New Location Date: 1/15/2014
Chuck Edwards
Contractor / Designer:
Address:
Phone:
Email:
Franz Holt, Kyle Smith - Alley Williams Carmen & King Inc.
PO Box 766
127 East Crescent Square Drive
Graham, NC 27253
PO Box 1179
740 Chapel Hill Road
Burlington, NC 27216
336 570 -6833
336 226 -5534
[e-mail]
fholt awck.com, [e-mail]
Graham
Countv(ies): Alamance
Cape Fear
CAMA County? No
Back Creek
NCDWQ Stream Index No.:
16-18-(6)
NCDWQ Surface Water Classification for Primary Receiving Water Primary:
Supplemental:
Water Supply V WS -V
Nutrient Sensitive Waters NSW
Other Stream Classification:
303(d) Impairments:
Buffer Rules in Effect
Jordan Lake
Project Description
Project Length (lin. Miles or feet):
4,415 Feet Surrounding Land Use: Surrounding land is within the NC Commerce Park Econimic Development Zone.
Proiecj Built -Upon Area (ac.1
ttypicall Cross Section Description:
Proposed Project
Existing Site
2.64 ac.
0.00 ac.
Typical cross - section consists of 2 -12' travel lanes with 2.0% normal crown and normal 8'
shoulder widths.
Average Daily Traffic (veh /hrlday):
General Project Narrative:
Design/Future 2.100 vehicles a day
Existing
The site is an 4.415 feet extension to an existing road corridor providing access to an approximate 1,200 acre site that has been designated as the NC Commerce Park
Economic Development Zone (NCCP). The site is completely within the NCCP where surrounding properties contain wooded land and fields and commercial distribution
centers.
Construction of the road will unavoidably impact one stream. The right of way width has been minimized to the most practicable extent possible and is being proposed to be
approximately 60 feet. NCDOT Std. 838.80.headwalls are being installed at the stream crossing location with rip rap on banks only for downstream stabilization.
Grassed shoulders and swales are utilized to promote infiltration and provide the primary stormwater treatment for this project. Level spreaders were investigated to provide
diffuse flow into the buffers. However, all buffer slopes were in excess of the maximum slope per Table 8 -1 of the NC Division of Water Quality Stormwater Best Management
Practices Manual. In all areas where buffers slopes exceeded the maximum slope, stormwater was conveyed through the buffer through a rip rap lined channel.
References

Highway North Carolina Department of Transportation i.
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS
Project./TIP No.: AWCK 15104 Count ies : Alamance Page 2 of 4
Project Environmental Summary
Surface Water Impacts
Sheet
No.
Station
(From / To )
Feature
Impacted
Water / Wetland 1
Buffer Type
Receiving Surface
Water Name
NRTR Map
ID
NCDWQ Stream
Index
NCDWQ Surface
Water Classification
303(d)
Im airments
Type of
Im act
Existing
SCM
Proposed
SCM
2
80 +48.12
Buffer
Jordan Lake
UT to Back Creek
SF
16- 18 -(6)
WS -V, NSW
None
Culvert
N/A
Swale
80 +95.36
3
3
88 +19.63
Buffer
Jordan Lake
UT to Back Creek
SG
16- 18 -(6)
WS -V, NSW
None
Culvert
WA Swale
N/A ( Swale
89 +85.74
88 +90.16
Stream
Intermittent
UT to Back Creek
SG
16- 18 -(6)
WS -V, NSW
None
Culvert
89 +22.56
l
List all stream and surface water impact locations regardless of jurisdiction or size.
Equalizer Pipes to be noted as a minimization of impacts.
All proposed SCMs listed must also be listed under Swales, Preformed Sour Holes and other Energy Dissipators. or Other Stormwater Control Measures.
Description of Minimization of Impacts or Mitigation
References
t

Fiighwa North Carolina Department of Transportation r.
MOW - -_ -- Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
(Version 1.2; Released September 2011) FOR LINEAR ROADWAY PROJECTS
Project/TIP No.: AWCK 15104 Count ies : Alamance Pace 3 of 4
Swales
Sheet
No.
Station
From / To
Stream
Crossing
Station
Base Width
(ft)
Front Slope
(H:V)
Back Slope
(H:V)
Drainage
Area
(ac
Recommended Actual
Treatment Length Length
ft ft
Longitudinal
Slope
%
Q2
cfs
V2
(fps)
Q10
cfs)
V10
(f s
Rock
Checks
Used
2
78 +32.64 Left
80 +58.62
6.0
3 1
31
1.18
118
106
25
40
26
44
46
45
0
0
0
Management Practices
125
4,00%
4.9
1.8
5.8
1.9
Yes
79 +58.74 Left
2
77 +65.40 Right
80 +58.62
2.0
3 1
3 1
1.06
149
3.36%
3.2
1.9
3.8
2.0
Yes
79 +12.11 Right
2
80 +96.50 Left
80 +58.62
3.0
31
3 1
0.25
156
3.21%
0.8
2.0
0.9
2.1
No
82 +51.56 Left
2
82 +49.36 Ri ht
80 +58.62
5.0
3 1
3:1
0.40
134
1.50%
1.8
1.9
2.1
2.0
No
83 +84.88 Right
3
86 +38.86 Left
89 +05.34
5.0
3:1
3:1
0.26
79
2.53%
1.1
1.9
1.3
2.0
No
87 +17.89 Left
3
86 +1235 Right
89 +05.34
2.0
31
3:1
0.44
81
2.47%
1.9
1.6
2.3
1.7
Yes
86 +93.95 Right
3
89 +85.19 Left
89 +05.34
2.0
3 1
3:1
046
80
2+51%
1.6
1.5
1.9
1.6
Yes
90 +63.80 Left
3
90 +47.66 Right
89 +05.34
2.0
3 1
3:1
0.45
65
3.08%
1.8
1.6
2.2
1.7
Yes
91 +12.73 Right
Yes
No
Have minimum
provide further
design criteria,
explanantion
as presented
of why design
in the
criteria
NCDOT Best
was not met.
Toolbox,
Version 1
(March 2008),
been
met and verified?
If
No,
Additional Comments
Stormwater treatment is achieved in swales prior to entering buffers. Buffer slopes should be less than 5% to use Level Spreaders to meet diffuse flow requirements. Buffer slopes are greater than 5%
in all areas.

t li�,hway North Carolina Department of Transportation
_ _,,,, Highway Stormwater Program ✓ �9
STORMWATER MANAGEMENT PLAN
(Version 1.2; Released September 2011 ) FOR LINEAR ROADWAY PROJECTS
Pro'ectITIP No.: AWCK 15104 Coun ies : Alarnarce Page 4 of 4
Preformed Scour Holes and Energy Dissi ators
Sheet
No.
Station
Energy Dissipator
Type
Riprap Type
Drainage Area
ac
Conve ante Structure
Pipe /Structure
Dimensions
in )
C110
(cfs)
V10
(f s
2
R - 80 +58.62
Riprap Apron / Pad
Class 1
23.64
Pipe
48
48.6
2.4
3
R - 94 +25.71
Riprap Apron / Pad
Class 1
1.23
Pipe
15
3.5
1.3
4
R - 98 +44.03
Riprap Apron / Pad
Class 1
37.14
Pipe
48
42.8
2.3
4
R - 104 +33.77
Riprap Apron / Pad
Class'B'
1415
Pipe
36
29.4
2.2
5
R - 113 +06.00
Riprap Apron / Pad
Class'B'
21.00
Pipe
42
42.0
2.3
5
R - 115+66.58
Riprap Apron / Pad
Class'B'
1.46
Pipe
18
5.3
1.4
ves No Have minimum design criteria, as presented in the NCDOT Best Management Practices Toolbox (2008). o.andard Details, or FHWA
HEC -14 (July 2006). been met and verified, as applicable? If No, provide further explanation of why design criteria was not met.
Additional Comments
` Refer to the NGUU I Best Practices I OOIDOX Version 1 (March 2U08), NGUU I Standard Uetalls. the Federal HlgnWay Admin15iratlOn (F HNVA) Hydraulic Engineering Ulrcular NO. 14 (Fite -14).
Third Edition, Hydraulic Design of Energy Dissipators for Culverts and Channels (July 2006), as applicable for design guidance and criteria.

North Carolina Department of Environmental Quality
Pat McCrory
Governor
Frankie Maness
City of Graham
PO Drawer 357
Graham, NC 27253
Project: Senator Ralph Scott Parkway
Division of Mitigation Services Donald R. van der Vaart
Secretary
September 29, 2015
Expiration of Acceptance: March 29, 2016
County: Alamance
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accept payment for
compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. Please note that this
decision does not assure that participation in the DMS in -lieu fee mitigation program will be approved by the permit issuing agencies
as mitigation for project impacts. It is the responsibility of the applicant to contact permitting agencies to determine if payment to the
DMS will be approved. You must also comply with all other state, federal or local government permits, regulations or authorizations
associated with the proposed activity including G.S. § 143 - 214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to DMS. Once DMS receives a copy of the permit(s) an invoice will be issued based on
the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the in -lieu
fee to be paid by an applicant is calculated based upon the Fee Schedule and policies listed at http : / /portal.ncdenr.org/web /eep.
Based on the information supplied by you in your request to use the DMS, the impacts that may require compensatory mitigation are
summarized in the following table. The amount of mitigation required and assigned to DMS for this impact is determined by
permitting agencies and may exceed the impact amounts shown below.
River Basin CU Stream (feet)
Location
Cold I Cool
Wetlands (acres)
Warm Riparian Non - Riparian Coastal Marsh
Buffer I Buffer 11
(Sq. Ft.) (Sq. FL)
Impact Cape Fear 03030002 0 l 0 1 44 0 I 0 1 0 I 0 0
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation will be performed
in accordance with the In -Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need additional information,
please contact Kelly Williams at (919) 707 -8915.
Sincerely,
If
James. Stanfill
Asset Management Supervisor
cc: David Bailey, USACE- Raleigh
Kyle Smith, agent
1652 Mail Service Center, Raleigh, North Carolina 27699 -1652
Phone: 919 - 707.89761 Internet: http: / /portal.ncdenr.org /web /eep
An Equal Opportunity l Affirmative Action Employer - Made in part from recycled paper

From: Cara Conder
To: Kyle i
Subject: RE: Stream Mitigation
Date: Thursday, September 24, 2015 3:52:51 PM
Attachments: imaae001.onq
Hi Kyle,
Thank for you contacting us regarding stream credits for your project. We currently don't have any
stream credits in this watershed, but please check with us the next time you have a mitigation need
as we are working on bank sites in this and other watersheds.
Thanks,
Ca ra
Cara ConderlCredit Sales Coordinator IResource Environmental Solutions, LLC
302 Jefferson Street, Suite 110 1 Raleigh, NC 27605
Direct: 919.209.1052 1 Cell: 843.446.2312
OP
From: Kyle Smith [mailto:ksmith @awck.com]
Sent: Thursday, September 24, 2015 3:32 PM
To: Cara Conder <cconder @res.us>
Subject: Stream Mitigation
Ms. Conder,
We are looking to construct a roadway extension just outside of Graham in Alamance County, NC.
The project is in the Lower Back Creek Watershed (HUC 030300020407) We will be in need of 44 LF
of warm stream mitigation credits. Do you have any credits available in this area?
Thanks,
Alley Williams Carmen & King
(336) 226 -5534
awck.com

From:
Tiffani Bvlow
To:
IKye Smith
Cc:
Tiffani Bvlow
Subject:
RE: Stream Mitigation
Date:
Thursday, September 24, 2015 4:12:51 PM
Kyle-
We currently do not have credits available for the Cape Fear 02 watershed. I expect our next release
late October /early November.
Thanks,
Tiffani
Tiffani Bylow I Restoration Systems, LLC
1101 Haynes St I Suite 2111 Raleigh, NC 27604
p 919 334 9123 1 c: 919 754 7278 1 f 919 755 9492
www.resto ratio nsystems com
From: Kyle Smith [mailto:ksmith @awck.com]
Sent: Thursday, September 24, 2015 3:31 PM
To: Tiffani Bylow <tbylow @restorationsystems.com>
Subject: Stream Mitigation
Ms. Bylow,
We are looking to construct a roadway extension just outside of Graham In Alamance County, NC.
The project is in the Lower Back Creek Watershed (HUC 030300020407) We will be In need of 44 LF
of warm stream mitigation credits. Do you have any credits available in this area?
Thanks,
Alley Williams Carmen & King
(336) 326 -5534
awck com

Additional Property Owners Sheet
Sen. Ralph Scott Parkway Extension
City of Graham
AWCK Project No.: 15104
*Note* Easements and Right of Way are being acquired by the City of
Graham
Property Owner
Pin No.
Deed Reference
NC Dept. of Transportation
D.B. 3291 Pg. 519
Wal -Mart Stores East LP
9803494946
D.B. 3352 Pg. 601
Kimrey Farms, LLC
9804314534
D.B. 3304 Pg. 391
GRDI, LLC
9803188345
D.B. 3456 Pg. 554
Scott Mayo Properties, LLC
9803172212
D.B. 1667 Pg. 706
Scott Mayo Properties, LLC
9803085096
D.B. 1667 Pg. 706
Cities of Graham & Mebane
9804513400
D.B. 3329 Pg. 962

a
li i .l i y
SEN., RALPH SCO / / PARK-AlAY EXTENSION
CITY OF GRAHAM
GRAHAM., NORTH CAROLINA
,��rtcts
VICINITY MAP
I' =1oo0•
ALLEY, WILLIAMS, CARMEN, & KING, INC.
ENGINEERS & ARCHITECTS
740 CHAPEL HILL ROAD
DATE: SEPTEMBER 10, 2015 BURLINGTON, NORTH CAROLINA 27215
TELEPHONE. [phone]
FIRM'S ENGINEERING LICENSE NO. F -0203
INDEX OF SHEETS
SHEET 1 OF 23 - COYER SHEET
SHEET 2 OF 23 - TYPICAL STREET SECTION
SHEET 3 OF 23 - PLAN 6 PROFILE (STA 71 +00 TO STA. 93 +00)
SHEET I OF 23 - PLAN a PROFILE (STA 93 +00 TO STA 95+00)
SHEET 5 OF 23 - PLAN 9 PROFILE (STA 95 +00 TO STA 107+00)
SHEET 9 OF 23 - PLAN a PROFILE (STA 107 +00 TO STA 117 +00)
SHEET 7 OF 23- STORM DRAINAGE PRORLES
SHEET 9 OF 23 - STORM DRAINAGE PROFILES
SHEET 9 OF 23 - CROSS SECTIONS
SHEET 10 OF 23 - CROSS SECTION$
SHEET 11 OF 23 -CROSS SECTIONS
SHEET 12 OF 23 - CROSS SECTIONS
SHEET 13 OF 23- CROSS SECTIONS
SHEET 71 OF 23 -CROSS SECTIONS
SHEET 15 OF 23 - CROSS SECTIONS
SHEET 19 CIF 23 - CROSS SECTIONS
SHEET 17 OF 23 - CROSS SECTIONS
SHEET 19 OF 23 - CROSS SECTIONS
SHEET 19 OF 23. CROSS SECTIONS
SHEET 20 OF 23- CONSTRUCTION DETAILS
SHEET 21 OF 23 - TRAFFIC CONTROL PLAN d DETAILS
SHEET 22 OF 23 - IMPACT ORAMNGS
SHEET 23 OF 23 - PAVEMENT MARKING PLAN
SEAL
Osvzoa .9,70 -15
JOB NO. 15104
LEGEND
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VICINITY MAP
I' =1oo0•
ALLEY, WILLIAMS, CARMEN, & KING, INC.
ENGINEERS & ARCHITECTS
740 CHAPEL HILL ROAD
DATE: SEPTEMBER 10, 2015 BURLINGTON, NORTH CAROLINA 27215
TELEPHONE. [phone]
FIRM'S ENGINEERING LICENSE NO. F -0203
INDEX OF SHEETS
SHEET 1 OF 23 - COYER SHEET
SHEET 2 OF 23 - TYPICAL STREET SECTION
SHEET 3 OF 23 - PLAN 6 PROFILE (STA 71 +00 TO STA. 93 +00)
SHEET I OF 23 - PLAN a PROFILE (STA 93 +00 TO STA 95+00)
SHEET 5 OF 23 - PLAN 9 PROFILE (STA 95 +00 TO STA 107+00)
SHEET 9 OF 23 - PLAN a PROFILE (STA 107 +00 TO STA 117 +00)
SHEET 7 OF 23- STORM DRAINAGE PRORLES
SHEET 9 OF 23 - STORM DRAINAGE PROFILES
SHEET 9 OF 23 - CROSS SECTIONS
SHEET 10 OF 23 - CROSS SECTION$
SHEET 11 OF 23 -CROSS SECTIONS
SHEET 12 OF 23 - CROSS SECTIONS
SHEET 13 OF 23- CROSS SECTIONS
SHEET 71 OF 23 -CROSS SECTIONS
SHEET 15 OF 23 - CROSS SECTIONS
SHEET 19 CIF 23 - CROSS SECTIONS
SHEET 17 OF 23 - CROSS SECTIONS
SHEET 19 OF 23 - CROSS SECTIONS
SHEET 19 OF 23. CROSS SECTIONS
SHEET 20 OF 23- CONSTRUCTION DETAILS
SHEET 21 OF 23 - TRAFFIC CONTROL PLAN d DETAILS
SHEET 22 OF 23 - IMPACT ORAMNGS
SHEET 23 OF 23 - PAVEMENT MARKING PLAN
SEAL
Osvzoa .9,70 -15
JOB NO. 15104

alley, willioms, Carmen do king, inc.
ENGINEERS. ARCHITECTS & SURWMRS
740 chapel MY rood Iva. box 1179
burlmgton, n c 27215 JJ61226 -55J4
Fm's Engineenng License Na F -020J
PAVEMENT SCHEDULE
IC 3" Asphalt Surface Course Type S9.5 C (2 - 1.5" Lifts)
D 4" Asphalt Intermediate Course Type I -19.0C
E 10" ABC Stone Base
'00' — — 90
FT-F}- -5 0'
00'0 —
'•"�LE 5 SEC
O" �5
/ / STRUCNAAL
nu
GRADE POINT
50 0'
:4 0'
'20' — I FINISHED CTR
--2 Ox 2.0% \
D
E I7 SUBGRADE
TYPICAL SECTION No. 2
GRAPHIC SCALE I" = 4'
0 4 8
R w
Jh�
0 '-- —70— j
/71:
z.�
10"
y f10'
-OTHER SECTIONS VARY DUE To WIDTH
AND SUPERELEVATION. REFER TO
CROSS-SECTIONS FOR OTHERSECTIONS
SUPERELVATED SECTIONSSFNLL COMPLY
WITH NbOT STANDARD 580.01
GENERAL NOTES
SUPERELEVATION
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED INACCORDANCE WITH STD
NO 22504 USING THE RATE OF SUPERELEVATONAAO RUNOFF SHOWN ON THE PLANS.
SUPERELEVA77ON IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
SECTIONS
SIDE ROADS
THE CONTRACTOR SHALL BE REQUIRED TO DO ALL NECESS4NY WORN TO PROVIDE
SUITABLE CONNECTIONS WITH ALL ROADS, STREET$ AND DRIVES ENTERING THIS
PROJECT
BERM DITCHES
BERM DITCHES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD NO 24001 AT
LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER
SUBSURFACE PLANS
NO SUBSURFACE PLANSARE AVAILABLE ON THIS PROJECT THE CONTR4CTOR SHOULD
MAKE HIS OWN INVESDGATION AS TO THE SUBSURFACE CONDITIONS
........
SEAL >
032"
rU
REV 912405 REVISED PAVEMENT SCHEDULE 6 TYPICAL SECTION
SEN. RALPH SCOTT PARKWAY EXTENSION BOOK NO f121 +j
NEW ROADWAY IMPROVEMENTS I7�5EC /'TTO S AYp� TYPICAL STREET 115'a
MELVILLE TOWNSHIP - MEBANE, NORTH CAROLINA MEBANE, NORTH CAROLINA 1 � � SAS I SECTION I 2
o� FM I 23

J
c/L cu wu 16
SILT BASIN TYPE 'B' SILT BASIN TYPE 'B' 6
SEE IMPACT DRAWINGS SHEET PROP ENDWALL NO 2 L DOT STD 163002 1 4 S D 163002 L - s� w / LIMITS
( CON7RACTOAMAYFLATTENFILL L = sz' R - mOOOO CLEARING
RIGHT -0F -WAY KauR. o� n NcooT sro e3e ao) w = 20'
22) FOR ASSOCIATED STREAM 8 SLOPES IN ORDER TO WASTE c9ouRa QP o J' SLOPE ( w = 16' O - oz sr' sJ < — _
TRACT 4C D = J' 0 = 3' SUPERFkfYAil0 =1 OOJ
BUFFER IMPACTS STOCKPILE MATERIAL WITHIN Fa
DB 3291 , PG 519 -524 a 8_ O i \
TEMPORARY CONSTRUCTION a -2 ro 6 (SEE PIANS) ROCK PIPE INLET SEDIMENT PROP 96' OF
ALL ENDWALLS TO BE PB 76 , PG 99 ° 48 C A55 III RCP Rw — — -
EASEMENTS OUTSIDE OF raw STA 7904326+ ro 79.567+ IT TRAP TYPE 'A'
lNACCORDANCEWITH aw STA eo +s65a To e2.vs6 Lr NCDOT STD 163501 �, _ sA� \ \ \ ovol" -1 Y
JURISDICTIONAL AREAS MM STA 77.65+0 TO 79s 12 1 F Rr / — �_
NCDOTSTD. 838.80 TROD s 82. +976 ro e3.a4sa R1 �aq
MIN. DIMENSIONS ADJUST ENDWALLS IN FIELD TO cP M AT RA BAs DITCH / 12' SLOPE i
(Rol m S ,r) PERMANENT WATER SILT BASIN TYPE 'B' DRAIN W %INLET < _ �!"� 1p/
GUARDRAILS SHALL FINISHED GRADES. QUALITY CHECK (TYP) NCOOT STD 163002 _ _ — PROTECTIO
BE INSTALLED WITH L = 91'
SEE SHEETS 7 & 8 FOR
GRAD -350 END PROVIDE EXCELSIOR MATTING f w = l' —
STORM DRAINAGE PROFILES WA -MART STORES EAST LP III D = 3 -
TREATMENTS (TYPICAL). ae 3762 PC 66r ON 2:I SLOPES OR AS
DIRECTED BY ENGINEER
i
LIMITS OF DISTURBANCE
" \ /
ARE TO THE CLEARING LIMITS, EXISTING 16' EX HYDRANT R a' ` ° _ = �i ' 1 \ — 0
WATER LINE VALVE - ADJUST TO `T6 / ,\ \ EMITS
TEMPORARY CONSTRUCTION FINISHED GRADE -
Tn w+� m, a EDGE OF
EASEMENTS, OR PERMANENT v > u' CENTERLINE
1 PAVEMENT
DRAINAGE EASEMENTS
DISTURBED AREA - 12 30 AC
BEGIN CONSTRUCTION
STA 72 +00
\�
�C.. ,- , _ l �� '� / - \ \ \ \ \ RIP-RAP
\OR I LE VI 5' WIDE -RAP
OF INS L T1BN /. CHANNEL
]r. ` //• / fi 7 100 _— & YT DRAINAGE `A p
7 0 \ / 1 _ 5 j i�/ �!` / \ \ \� \ \ �Rr EREASEMENT
PROP E DWA '^
P NUJ LL NO yO m�
$3 (NCDOT STD 838 80)1
'p
"LASS CT RIP RAP PAD Rf44Y ^ F,p
za' TEYfbyey cORSlrrrcnov Fw5E1,ERr \- = r �i / /J WIDE RIP -RAP (NCDOT ST
6' D 87602)
fq
/Z; �R: CHANNEL W, =8' W7 =24' L =16'
T� .,� KIMREY FARMS LLC SILT BASIN TYPE 'B' 17 -TONS RIP -RAP
v � oa 3 w a J9T NCDOT STD 163 C
0 02
SILT FENCE L = 62' 38 -SY GEO- TEXTILE
r PLAN OUTLET, TYP W = P0• .e,.o r ' w.,
TEMP CONSTRUC770N WAmE TYP 0 3'
ENTRANCE SILT FENCE,
TYP SCALE: 1' = 401 I su 79. ra ro ezas. u s Rr
- - - -- --
�J
+�
- 19 '_ EYCWD 0 RIM F>JA °-r-R I _ � I 600
I I I
600 - 661 - - - - - —
R. I
595
595 i
- f - - - -- - - - - --
- - ' - - - - 590
590 _
s i - -- -
- -- -
ALE/ Nc
_ -
-�- � - - , - - - -- - - -- - 585
585 - — — _ — — — — — — T-i� w LST. 5d'
\
f
\ .._ - CEng HE
+
- — - 580
1
580 - -- ,- — - - "h - - ' I - - - e5� ,
_ 575
r
575 i I - - _ - - - - - - -- - --
I I
570
570 -
- - �-
- -
I -
�—TI ' ll \ - I 5 5
565 i i I I 1 i' I I I I� i i� 5 -- . i �� J 1 6
71+00 72 +00 73 +00 74 +00 75 +00 76 +00 77 +00 78 +00 79+Q0� 80 +00 \ 8_1+D0— X06 83 +00
alley, williams, cormen & king, inc. BOOK NO 1171 I 15104
SEN. RALPH SCOTT PARKWAY EXTENSION m �f101'°
ET10wE�rrs, ARCNIIECT3 � surrvEruas NEW ROADWAY IMPROVEMENTS 171ao�6T� PLAN& PROFILE �,b
t 740 chapel h111 Iood p o. box 1179 K ,DFipLw STA. 71 +00 TO STA. 83 +00 3
burlrngton, n c 27215 3361226 -5534 MELVILLE TOWNSHIP - MEBANE, NORTH CAROLINA MEBANE, NORTH CAROLINA SLB 29
Fan's Engmeenng License No F -0203 ■

CONTRACTOR MAY FLATTEN FILL
ADJUST ENDWALLS INFIELD TO I PROVIDE EXCELSIOR MATTING ON 2:1
SLOPES IN ORDER TO WASTE
FINISHED GRADES.
SLOPES OR AS DIRECTED BY ENGINEER
STOCKPILE MATERIAL WITHIN
fl
TEMPORARY CONSTRUCTION I SEE SHEETS 7 8 8 FOR
WAL -MART STORES EAST LP
EASEMENTS OUTSIDE Of STORM DRAINAGE PROFILES
o e JJS2 ac em EXISTING 16-
JURISDICTIONAL AREAS
ceml {eeofr2w'e WA TER LINE
C/L LURVE OATH {e
EX HYDR h I
/
R -;0005'
VALVE - aaUj�jTT To
FINISHdEP�L`I1ADE / 1
o - OS Sr SJ'
SUPERELLVAWN - OOJ
®,
CRAVE vRIV[
/pq(�
i / (E TO fX15 /NG �RAVFIL)
�. A/R RELEASE
MANHOLE
_
/
ADIUST TO
WATTLE TYP
.
FINISHED G.BE
-�
94 +00
-x
LIMITS
SOON NO 4124
_ - -- - NEW.RO_AD- -WA_ Y _ IMP ROVEMEN_TS--- ___I151a
alley, williams, carmen do king, inc
EWNEERS, ARCHRECM X SURVEYORS
740 chapel hill rood p o box 1179
burlington, n c 27215 3361226 -5534
Firm's Engineering License No. F -0203
SPECL41 a Ral 65 DITCH
/nor ro scuL7
SILT BASIN TYPE 'B' PROP ENDWALL �\ \ \ _ - 1 I I� 1
78 8 4 90) 10 ' WIDE RIP -RAP J 1I� 1 oe KD36 rcG351 a1 yi
CHANNEL
NCDOT STO 767002 (NCDOT STD 6 I CiM {GBOJ ree u q _
D = J5. 5'X5' CLASS
/ROe"PE INLET SEDIMENT I 1\
- - - - - - - ' -� - LLL///DDD / / , N- I9TD- T6.35-01
PERMANENT - , -F�S
ci RIP -RAP DRAINAGE RIP -RAP PAD D T
lY SLOPE
l PROVIDE TEMP PUMP
F AROUND PER DETAIL
1 SHEET 20 SEE SHEET
i 7 FOR PROFILE VIEW
OF INSTALLATION
SEN. RALPH SCOTT PARKWAY EXTENSION
MELVILLE TOWNSHIP - MEBANE, NORTH CAROLINA
AML IU IHL (,•LEANING LIMITS,
TEMPORARY CONSTRUCTION
EASEMENTS, OR PERMANENT
DRAINAGE EASEMENTS
DISTURBED AREA — 12 30 AC
5TA
-1- Tn 11 i
W /JNLET PROTECTION
ALL ENDWALLS TO BE
-C PROP ENDWALL NO s
IN ACCORDANCE WITH
(NC., STD 676 60)
NCDOT STD. 838.80
MIN. DIMENSIONS
GUARDRAILS SHALL
SEE IMPACT DRAWINGS (SHEET
BE INSTALLED WITH
22) FOR ASSOCIATED STREAM 8
GRAU -350 END
BUFFER IMPACTS
TREATMENTS (TYPICAL)
1
jFF; I T-f
1
-T-FT-f
i 1
1
1
550
400 90 +00 91 +00 92 +00
93 +00
94 +00
95 +00
SOON NO 4124
_ - -- - NEW.RO_AD- -WA_ Y _ IMP ROVEMEN_TS--- ___I151a
I aR OD/10115 I
_______ __PLAN&_PROFILE___ -_
Ian 15104
--
MEBANE, NORTH CAROLINA
RWDFIPLW I
STA. 83 +00 TO STA. 95 +00
I (�
oeca w SXS
23

J
GUARDRAILS SHALL ALL ENDWALLS TO HE Ij ' 'll d I I SEE SHEETS 7 8 8 FOR
1 BE INSTALLED WITH IN ACCORDANCE WITH 11 I ADJUST ENDWALLS IN FIELD TO STORM DRAINAGE PROFILES
1 � GRDI, LLC II FINISHED GRADES.
GRAU -350 END_ NCDOT STD. 838.80 p e 1.55 x 55 ROCK PIPE INLET SEDIMENT
Gm''mo5' -,I I I I 1 TRAP TYPE 'B'
TREATMENTS (TYPICAL) MIN DfMENS10NS }1 1 w; NCDOr 5T0 763502 ch cu 02 ar /e PROP ESTD 8 No B .
a I e - . 76 u• (NC00T STD 83880)
PROP. CATCH BASIN NO 7 1 t PROPOSED DRIVEWAY R - 2+0000
{ PROP. LIDL SITE I I L - '049'2.
PROPOSED LIDL SITE •' II (NCDOT STD 840 0_5) I I I 1 - , TIE ROAN (BY OTHERS) I o _ 07 11' 14
(BY OTHERS) TIE � , - ROCK INLET SEDIMENT ```` TIE ROADWAY GRADING wvERFiCVAT10N - 003 ROCK PIPE INLET SEDIMENT
ROADWAY GRADING 'S' I 5'X5' C1A55 B PFOP 48" RCP TRAP TYPE 'C' 1 I�'i w INTO SITE GRADING AS TRAP TYPE 'A
INTO SITE GRADING ti: R;1 RAP PAD\ (BY OTHERS) NCDOT STD 161203 I'I I ` I a DIRECTED BY ENGINEER_ PROP 120' OF 5'X5' CUSS B NCDOT STD 163501
12" SLOPE
DRAIN — \ -,. -- �° 36" CLASS III RCP RIP -RAP PAD —
W INLET PROTECTION
`1\
WI INLET y AD�jUST MANHOLE ✓
�PeR- .ANENT -- ��!� -� - - _l �/ I (_ �5• / % I� f l 1'� I / �,I ` �- Tp �F/N15%ifD -
/
q /
_'( -'f L
l PRIJP'12�1'
cus/s$
d /
3118/d 3n d -
/� /// S
TIT
IL
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p 11 -
t
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un- \
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12 ILO ',E ORAI
J✓ /IPIiO i T1OW ERMANENT
/ /' / — 1 / /�5 // / ✓/% 5f4' I EASEMENT
\ SILT C
FENE, / r /
PERMANENT �mo� / J % / \ ey. \ \\ \ �,� — - - _ 5'X5" Cuss B� \ N
DRAINAGE PERMANEM EDGE OF RIP -RAP PAD PROP ENOWALL NO 8
PROP 136' OF CENTERLINE �. (NCDOT STD 638 80)
PROP ENDWALL NO 5 SCOTT MAYO PROPERTIES LLC 5'X5' CLASS B 48' CLASS 111 RCP PAVEMENT
EASEMENT pe 56) x )a6 DRAINAGE �•"
(NCDOT STD 838 50) raw Ova97iTT212 EASEMENT RIP -RAP PAD \'
/• "LAS$ B RIP RAP PAD (ASS B RIP RAP PAD \
CONTRACTOR MAY FLATTEN FILL LIMITS OF DISTURBANCE PROP ENDWALL NO 6 cuss I RlP RAP PAD PROVIDE EXCELSIOR MATTING % (NCOOr 57D e76 oz) �lNCOOr• sro 876 oz) I \ rapes—
SLOPES IN ORDER TO WASTE ARE TO THE CLEARING LIMITS, (NCDOT STD 838 80) (NCOOr sro e76 0z} ON 2:1 SLOPES OR AS 2-T s' wRIP s' Lis' W,=6' WS =la' L =12' II{ $TA sa«44 ro '0oo a'0 T
STOCKPILE MATERIAL WITHIN TEMPORARY CONSTRUCTION W, -8 Wp -24 L -16' /" 2 -TONS RIP -RAP ] -TONS RIP -RAP \, ST '97,]9 ro 115.'0 Lr
z6 -TONS RIP -RAP DIRECTED BY ENGINEER % 7 -sY GFO -TFXnI r 28 -sr cep- rexnLe \, rA 97.58 To '9" ar
N MATERIAL WITHIN N EASEMENTS, OR PERMANENT 5o -sr c o1 Ti / 160' TAPER _ PLAN \.\ \ A ,oz.ee ro 1os i
TEMPORARY COS _
EASEMENTS OUTSIDE OF DRAINAGE EASEMENTS 60' TAPER zso' - 83' /
JURISDICTIONAL AREAS DISTURBED AREA - 12 30 AC SCALE. 7 - 40
T
Q .
575
575 7 zo- I— LK 19v -
1 570
570 -
�\ 565
565 as I 1 —i� - - - - - --
560
560 -- - — - -
�� LL� f `- 555
555 V — _ -
--
550
550 — I I — � - - -- I -- _I !. - - - �'• -- - _ 1 � / - �
I � '�{ , —; �•��.,�•� •. 545
545 -
--
�I
I
I IZ.T�: 0540
540 41 I Imo— I I I . . . . .
95 +00 96 +00 97 +00 98 +00 99 +00 100 +00 101+00 102 +00 103 +00 104 +00 105 +00 106 +00 107 +0
9001(NO 411A I °� pp /t0 /f5 15104
alley, Williams, carmen do king, Inc-
�1�� ARCtMECT5 & 5ut s SEN. RALPH SCOTT PARKWAY EXTENSION NEW ROADWAY IMPROVEMENTS
115;aP�Pe 4p PLAN &PROFILE
740 chapel hill road p o. box 1178 - "wDFIPLw STA. 95 +00 TO STA. 107 +00 5
burl,ngton, n c 27215 3361226 -5534 MELVILLE TOWNSHIP - MEBANE, NORTH CAROLINA MEBANE, NORTH CAROLINA 10� n S, 23
`
Fan's Engineering License No F -0203 -

ALL ENDWALLS TO BE ADJUST ENDWALLS IN FIELD TO C/L CRK n Iii
IN ACCORDANCE WITH I FINISHED GRADES. ° 7 V 115 -
NCDOTSTD. 838.80 ROCK PIPE INLET SEDIMENT R _ app•
TRAP TYPE A' L - 71
MIN. DIMENSIONS n
SEE SHEETS 7 & 8 FOR SCOTT MAYO PROPERTIES LLC NCDOT STD 1635 07 0 - a, c 1 35
STORM DRAINAGE PROFILES o B 1067 Bc >a6
GUARDRAILS SHALL GWN /980]063096
BE INSTALLED WITH PROP ENDWALL NO 11
GRAU -350 END SILT BASIN TYPE 'B' ( NCDOT STD 838 80)
NCDOT STD 1630 02
TREATMENTS (TYPICAL). L = 70'
W = IS' PROVIDE POSITIVE
D = 3' DRAINAGE TO 42' RCP
o
0f6o F
� 709
/ `�'S / / J 12' SLOPE DRAIN
PROP 64' OF W /INLET PROTECTION
SILT FENCE, 42" CLASS Ill RCP
TYP
• --' 5'X5' CLASS B
ROCK PIPE INLET SEDIMENT
TRAP TYPE 'B'
PERMANENT NCDOT STD 163502
DRAINAGE
EASEMENT
WATTLE. 71P
1 \
\ �• \\
PERMANENT PROP 88 OF I
DRAINAGE 18 CLASS 11' RCP {
EASEMENT — .— .— .— .— . —. —. —.
LASS 11 RIP RAP PAD
( NCDOT STD 676 02)
_ S
SILT FENCE —.— �" R
R1P_R4P p� CLASS B RIP RAP PAD W
W, =3' W 2=9' L =6'
PAVEMENT (
W,-7' Wp =21' L=74' 1
10-Sy GEO- TFX77LE
/'/ P
75 -TONS RIP -RAP
ADD WATTLE AT-
565
560
555
g 550
R
8
545
N
r 540
S
535
530
alley, williams, carmen & king, inc.
ENGINEERS, ARCHITECTS & SURVEYORS
740 chapel hill rood p o box 1179
'- burlmgton, n c 27215 3361226 -5534
Firm's Engineering License No F -0203
END CONSTRUCTION
STA 116 +26
TIE TO EXISTING GRADES
AS DIRECTED BY ENGINEER
I /! MP CONSTRUCTION
ENTRANCE
I I
u �
I
I I
I � n
:I
-n -n N
I
a
I I �
I I
I I
LIMITS OF DISTURBANCE
ARE TO THE CLEARING LIMITS,
TEMPORARY CONSTRUCTION
EASEMENTS, OR PERMANENT
DRAINAGE EASEMENTS
DISTURBED AREA — 12.30 AC
PROVIDE EXCELSIOR MATTING
ON 2:1 SLOPES OR AS
DIRECTED BY ENGINEER
CONTRACTOR MAY FLATTEN FILL
SLOPES IN ORDER TO WASTE
STOCKPILE MATERIAL WITHIN
TEMPORARY CONSTRUC77ON
EASEMENTS OUTSIDE OF
JURISDICTIONAL AREAS
SEN. RALPH SCOTT PARKWAY EXTENSION
MELVILLE TOWNSHIP - MEBANE, NORTH CAROLINA
FO&I
560
555
550
545
FAO]
535
530
BOOKMO 4124 00/10/15 °° 14 16101
NEW ROADWAY IMPROVEMENTS 7S/a ft PLAN & PROFILE a
MEBANE, NORTH CAROLINA °wa9PLw STA. 107 +00 TO STA. 117 +00 6'
�� m SNS -23

585
580
575
570
565
�&A
555
550
aHey, willioms, carmen & king, inc.
ENGINEERS, MCHTECTS & SURVEYORS
740 chapel 71 rood p o box 1179
qi - buAington, n c 27215 3361226 -5534
Firm's Engineenng License No F -0203
PROP ENOWALL NO 1
1(ww, sm am &1)
PROP ENO WALL ND 1
(NCDOT
sm sm m) \
Cuss ur acP k
\ I RP RAP P
2 �s
STA 80 +33.3
SEE IMPACT DRAWINGS (SHEET
22) FOR ASSOCIATED STREAM
WETLAND d BUFFER IMPACTS
PIVE END
I I I I � vIPE END l
JCC r— o, rnurfLC JTOCC 'o J-0 r
ASSOCIATED PERMANENT DRAINAG
EASEMENT INFORMATION
PROP ENd —w 1
(Nrmr srD a,e eD)
I1 I
)
II II
I
I
0.,0 PAR
I / I
_ No
m (NCDOT Sm A 90)3
I
c
]A
�'OE rENPORARY
CL SS P-RAP
ON 9M'KS ONLY
��
�� CROSSING PER
NCOOT S O 161501
�IPROP
M P IS'
CUSS el RCP
`
II
lAss 9 RIP RAP PAD
(�NCOOr sm e]e D1)
2 =IONS RIP -RAV
I,
STA. 87 +09 TO STA
87 +49
JCC r— o, rnurfLC JTOCC 'o J-0 r
ASSOCIATED PERMANENT DRAINAG
EASEMENT INFORMATION
PROP ENd —w 1
(Nrmr srD a,e eD)
I1 I
STA. 89 +05.3
E I ADJUST ENDWALLS IN FIELD TO
E FINISHED GRADES.
PIPE ENO
—Z D m KP,,
�� \In,\,
LASS I RIP RAP
(NCDOT sm 8]601) PROP ENDWALL NO 5
W-25_W,-7 5' L -3 (-DOT SID 930 e0)
STA. 94 +76.5
PROP CATCH 9 iN NO 7 14
(NCDOT Sm 81005)
ISI Ak--
�� �� \\
ILE
U55 I RIP
(NCDOT sm 87602) PROP F— IIO 6
Wre' We21' L -I6 (NCDOT sm 83890)
26-TONS RF -RAP
STA. 98 +28.7
I °"`
SEN. RALPH SCOTT PARKWAY EXTENSION NEW ROADWAY eoorrNU 4121 00118/15 IMPROVEMENTS 115,01�P.P6�aC STORM DRAINAGE
MELVILLE TOWNSHIP - MEBANE, NORTH CAROLINA MEBANE, NORTH CAROLINA SRS PROFILES
575
570
565
560
555
550
545
540
wum
ro 15104
s 23
)
II II
:
I
0.,0 PAR
I / I
_ No
m (NCDOT Sm A 90)3
I
c
]A
�'OE rENPORARY
CL SS P-RAP
ON 9M'KS ONLY
��
�� CROSSING PER
NCOOT S O 161501
STA. 89 +05.3
E I ADJUST ENDWALLS IN FIELD TO
E FINISHED GRADES.
PIPE ENO
—Z D m KP,,
�� \In,\,
LASS I RIP RAP
(NCDOT sm 8]601) PROP ENDWALL NO 5
W-25_W,-7 5' L -3 (-DOT SID 930 e0)
STA. 94 +76.5
PROP CATCH 9 iN NO 7 14
(NCDOT Sm 81005)
ISI Ak--
�� �� \\
ILE
U55 I RIP
(NCDOT sm 87602) PROP F— IIO 6
Wre' We21' L -I6 (NCDOT sm 83890)
26-TONS RF -RAP
STA. 98 +28.7
I °"`
SEN. RALPH SCOTT PARKWAY EXTENSION NEW ROADWAY eoorrNU 4121 00118/15 IMPROVEMENTS 115,01�P.P6�aC STORM DRAINAGE
MELVILLE TOWNSHIP - MEBANE, NORTH CAROLINA MEBANE, NORTH CAROLINA SRS PROFILES
575
570
565
560
555
550
545
540
wum
ro 15104
s 23

I
a I
1 I-S43'
ll I {I li
120 'I}aF Is'
CLASS IVCP
5TS
PIPE
/
/
=�
STA. 100 +97 TO STA 102 +17
565
580
575
570
565
560
555
550
alley, willioms, carmen & king, Inc.
ENGINEERS, ARCHREMS k SURVEYORS
1 740 chop./ hell rood p o box 1179
burlington, n c 27215 3361226 -5534
Firm's Engineering License No F -0203
1
SEE IMPACT DRAWINGS (SHEET SEE PLAN 8 PROFILE SHEETS 3 -6 FOR 1 22) FOR ASSOCIATED STREAM ASSOCIATED PERMANENT DRAINAGE ADJUST ENDWALLS IN FIELD TO I FINISHED GRADES.
WETLAND 8 BUFFER IMPACTS EASEMENT INFORMATION
N'
PROP ENDa'All NO 9
(NCIOOr sro eJe eo)
I
/clais�m'A' I WI 1 \
L155 B PoP RAP PAp FROP ENOa !LL No e
(W DOT SIO 81601) I (—OT si0 EJa 90
��6 Wade L�i1 1 )
11 -TONS RIP -RAP
An
STA. 104 +33.2
CuWert mn
Station - L- 1DH3311 3VACP 1415 DA lac)
\\ r
r:7.1 �F Sr sc�`
J\
/
O,io
(NCOps $$roeaR oz /.
1 -rONS RIP -HAP
)- - MME
STA. 100 +97 TO STA 102 +17
565
580
575
570
565
560
555
550
alley, willioms, carmen & king, Inc.
ENGINEERS, ARCHREMS k SURVEYORS
1 740 chop./ hell rood p o box 1179
burlington, n c 27215 3361226 -5534
Firm's Engineering License No F -0203
1
SEE IMPACT DRAWINGS (SHEET SEE PLAN 8 PROFILE SHEETS 3 -6 FOR 1 22) FOR ASSOCIATED STREAM ASSOCIATED PERMANENT DRAINAGE ADJUST ENDWALLS IN FIELD TO I FINISHED GRADES.
WETLAND 8 BUFFER IMPACTS EASEMENT INFORMATION
N'
PROP ENDa'All NO 9
(NCIOOr sro eJe eo)
I
/clais�m'A' I WI 1 \
L155 B PoP RAP PAp FROP ENOa !LL No e
(W DOT SIO 81601) I (—OT si0 EJa 90
��6 Wade L�i1 1 )
11 -TONS RIP -RAP
An
STA. 104 +33.2
CuWert mn
Station - L- 1DH3311 3VACP 1415 DA lac)
STA, 113 +02.1
Culvert Data
IStatlOn - L- 113t01.OB 4r RCP 21 MOO
PROP ENOWALL NO it
(woo, sro e:%a.)
1i
J C/3
x
w
"'—"
\
—vRpP 64. OF 4 1
i cuss W RLP /
LtSS B MP RAP PAD
PROP END— NO 10
(NCDOT s e e0)
Mcom sro s1s oz)
15 -TONS RIP -pM
- Y O-
PROP Be of i."
cl s w RCP
aPE END
/I
I
i I
111
STA, 113 +02.1
Culvert Data
IStatlOn - L- 113t01.OB 4r RCP 21 MOO
'1�J
SEN. RALPH SCOTT PARKWAY EXTENSION
MELVILLE TOWNSHIP - MEBANE, NORTH CAROLINA
9" NO 412A OY /lo/is
NEW ROADWAY IMPROVEMENTS s1a STORM DRAINAGE
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burtnegton, n.c. 27215 336/226 -5534
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SEAL
039205 =
BOOK NO 41?A I °1iE 09!70!15 I a 15109
SEN. RALPH SCOTT PARKWAY EXTENSION NEW ROADWAY IMPROVEMENTS 1,7 CROSS SECTIONS
MELVILLE TOWNSHIP - MEBANE, NORTH CAROLINA MEBANE, NORTH CAROLINA ! rsK I 14
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BOOK NO 41?A I °1iE 09!70!15 I a 15109
SEN. RALPH SCOTT PARKWAY EXTENSION NEW ROADWAY IMPROVEMENTS 1,7 CROSS SECTIONS
MELVILLE TOWNSHIP - MEBANE, NORTH CAROLINA MEBANE, NORTH CAROLINA ! rsK I 14
amm SKS 23

0
93 +00
550 pp 20 -100 _w -60 -0 -20 0 '0 40 60 s0 IN 1211.000
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ENGINUUM ARCH17ECTS X SURVEYORS
740 chapel hill road p.o. box 1179
burlington, n.c. 27215 3361226 -5534
Finn's Engineering License No. F -0203
I
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97 +50
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57500
57000
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560(!0):
00
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00
96 +00
51' , -1120 -100 -6D -s0 -60 -20 0 20 w 60 w 100 1207500
SCALES
HORIZONTAL; 1" = 49
VERTICAL 1" = 4'
SEN. RALPH SCOTT PARKWAY EXTENSION
MELVILLE TOWNSHIP - MEBANE, NORTH CAROLINA
94 +50
56500170 -100 -0 -1 -1 -20 1 20 w 60 M 1:p 119500
! i
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575 MI
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570 001 I 57000
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570 DD
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56500
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III
555
M 55000
00
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1
54500'
-1x0 L - -20
BOOK NO 412A 1 O1C 09/10115
NEW ROADWAY IMPROVEMENTS I15;a
TSK
MEBANE, NORTH CAROLINA " 1 SKS aco® er SKS
CROSS SECTIONS
SEAL
n�F n-
1 5104
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96 +00
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SCALES
HORIZONTAL; 1" = 49
VERTICAL 1" = 4'
SEN. RALPH SCOTT PARKWAY EXTENSION
MELVILLE TOWNSHIP - MEBANE, NORTH CAROLINA
94 +50
56500170 -100 -0 -1 -1 -20 1 20 w 60 M 1:p 119500
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570 DD
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56500
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DoT
III
555
M 55000
00
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1
54500'
-1x0 L - -20
BOOK NO 412A 1 O1C 09/10115
NEW ROADWAY IMPROVEMENTS I15;a
TSK
MEBANE, NORTH CAROLINA " 1 SKS aco® er SKS
CROSS SECTIONS
SEAL
n�F n-
1 5104
a 23 15

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ENGINEER,-, ARCli17EC75: SURVEYORS
00 56500
5]0
ii
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555
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p.
burtington, n.c 27215 3361226-5534 w
Firm's Engineering L7cense No. F -0203
I
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ENGINEER,-, ARCli17EC75: SURVEYORS
00 56500
BOOK kQ 412A I0°1O OWIDpS
ii
-I
555
CROSS
p.
burtington, n.c 27215 3361226-5534 w
Firm's Engineering L7cense No. F -0203
TOWNSHIP - MEBANE , NORTH CAROLINA
Mm
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ENGINEER,-, ARCli17EC75: SURVEYORS
00 56500
BOOK kQ 412A I0°1O OWIDpS
aw 15104
-I
555
CROSS
p.
burtington, n.c 27215 3361226-5534 w
Firm's Engineering L7cense No. F -0203
TOWNSHIP - MEBANE , NORTH CAROLINA
•rte
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16
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ENGINEER,-, ARCli17EC75: SURVEYORS
00 56500
BOOK kQ 412A I0°1O OWIDpS
aw 15104
-I
555
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p.
burtington, n.c 27215 3361226-5534 w
Firm's Engineering L7cense No. F -0203
TOWNSHIP - MEBANE , NORTH CAROLINA
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16
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ENGINEER,-, ARCli17EC75: SURVEYORS
00 56500
BOOK kQ 412A I0°1O OWIDpS
aw 15104
-I
555
CROSS
p.
burtington, n.c 27215 3361226-5534 w
Firm's Engineering L7cense No. F -0203
TOWNSHIP - MEBANE , NORTH CAROLINA
•rte
SECTIONS
16
■
56500 56500
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23
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P
SEAL
0
30206
HORIZONTAL: 1" = 40
VERTICAL. 1'= 4'
alley, williams, carmen & king, inc.
ENGINEER,-, ARCli17EC75: SURVEYORS
SEN. RALPH SCOTT PARK_ WAY EXTENSION
BOOK kQ 412A I0°1O OWIDpS
aw 15104
-I
555
CROSS
p.
burtington, n.c 27215 3361226-5534 w
Firm's Engineering L7cense No. F -0203
TOWNSHIP - MEBANE , NORTH CAROLINA
•rte
SECTIONS
16
■
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30206
HORIZONTAL: 1" = 40
VERTICAL. 1'= 4'
alley, williams, carmen & king, inc.
ENGINEER,-, ARCli17EC75: SURVEYORS
SEN. RALPH SCOTT PARK_ WAY EXTENSION
BOOK kQ 412A I0°1O OWIDpS
aw 15104
-I
555
CROSS
p.
burtington, n.c 27215 3361226-5534 w
Firm's Engineering L7cense No. F -0203
TOWNSHIP - MEBANE , NORTH CAROLINA
I
SECTIONS
16
I SKS
23
I
I_
20 -100
40
-60
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<
210
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DD
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00
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0
30206
HORIZONTAL: 1" = 40
VERTICAL. 1'= 4'
alley, williams, carmen & king, inc.
ENGINEER,-, ARCli17EC75: SURVEYORS
SEN. RALPH SCOTT PARK_ WAY EXTENSION
BOOK kQ 412A I0°1O OWIDpS
aw 15104
h$
�- 740 chapel hill road o. box 1779
NEW ROADWAY IMPROVEMENT`S 116,04Sw*,. DWG
CROSS
p.
burtington, n.c 27215 3361226-5534 w
Firm's Engineering L7cense No. F -0203
TOWNSHIP - MEBANE , NORTH CAROLINA
7SK
MEBANE, NORTH CAROLINA
SECTIONS
16
I SKS
23

a
D
d
103 +50
565
SW
555
550
545,
104 +92 72
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budington, n.c. 27215 3361226 -5534
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budington, n.c. 27215 3361226 -5534
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51500
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53500
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m
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SCALES 4,0 SEAL =
HORIZONTAL. 1" = 40
VERTICAL: I" = 4'
�h
BOOK NO 412A °"rz o9 /10!15 la "n 15104
SEN. RALPH SCOTT PARKWAY EXTENSION NEW ROADWAY IMPROVEMENTS t�;F CROSS sECrIoros
MELVILLE TOWNSHIP - MEBANE, NORTH CAROLINA MEBANE, NORTH CAROLINA 1SK I I� 19
m srs 23
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SCALES 4,0 SEAL =
HORIZONTAL. 1" = 40
VERTICAL: I" = 4'
�h
BOOK NO 412A °"rz o9 /10!15 la "n 15104
SEN. RALPH SCOTT PARKWAY EXTENSION NEW ROADWAY IMPROVEMENTS t�;F CROSS sECrIoros
MELVILLE TOWNSHIP - MEBANE, NORTH CAROLINA MEBANE, NORTH CAROLINA 1SK I I� 19
m srs 23

9
8
WOODEN STAKE
2"X2"X2• LONG. MIN
WATTLE
I� -
�I - LI
Ir
�l'F =1II�T
or D;r
OF wrcH
WATTLE DETAIL
(NOT TO SCALE)
2012 ROADWAY ENGLISH STANDARD DRAWINGS
The following Roadway Standards as appear in 'Roadway Standard Drawings' Highway
Design Branch - N. C Department of Transportation - Raleigh. N. C., Dated January, 2012
are applicable to this project and by reference hereby are considered a part of Mesa plans
STD. NO. TITLE
DIVISION 2 - EARTHWORK
225.04 Method of Obtaining Superelevabon - Two Lane Pavement
DIVISION 3 - PIPE CULVERTS
300.01 Method of Pipe Installation
310.10 Ddvleway Pipe Constn)c°on
DIVISION B - INCIDENTALS
838.80 Precast Endwalts - 12' thru 72' Pipe 90 Skew
840.00 Concrete Base Pad for Drainage Structures
862.01 Guardrail Placement
862.02 Guardrail lnstaliabon
876.01 Rip Rap in Channels
876.02 Guide for Rip Rap at Pipe Outlets
876.04 Drainage Ditches wily Class 'B Rip Rap
DIVISION 11 - WORK ZONE TRAFFIC CONTROL
110102 Sheet 3 Temporary Lane Closures
1101.03 Sheet 8 Temporary Road Closures
110105 Work Zone Vehicle Accesses
1101.06 Wanting Signs for Blasting Zones
110111 Sheet 1 Traffic Control Design Tables
110111 Sheet 2 Traffic Control Design Tables
110111 Sheet 4 Traffic Control Design Tables
111001 Sheet l Stationary Work Zone Signs
1110.02 Portable Work Zane Signs
1115.01 Flashing Arrow Boards
113001 Drums
1150.01 Flagging Devices
1170.01 Positive Protection
118001 Skinny -Drum
DIVISION 16 - EROSION CONTROL AND ROADSIDE DEVELOPMENT
16105.01 Temporary Silt Fence
16107.01 Gravel Construction Entrance
1622.01 Guide for Temporary Berms and Slope Drains
1630.02 Silt Basin Type B
1630.06 Special Stllling Basin
1631.01 Matting Installation
1632.0.3 Rock Inlet Sediment Trap Type C
163501 Rock Pipe Inlet Sediment Trap Type A
1635.02 Rock Pipe Inlet Sediment Trap Type B
1645.01 Temporary Steam Crossing
NEW STABILIZATION TIMEFRAMES
ates Am" O­ pt— Scsbdrxsbon I Ttmrbrme EAp esbon.
OPed
---..• aunties, adobe. and Mopes
M
High Ouabty, Wrle,(HDW) ZOnn
pSivpes
steeper than 3 1
t�
Slope. 3 1 allmt.,
KWUN LL4FL�FIA
MI IXlrf emBS PKIn .lopes saner men 4 1
7 day. Nolw
7 deye Nona
7 day. If .lopes me 100, less in "11 and am ,,cl
leepe, man 2 1. 1A day. ,m etc ed
14 ds,. 7 drys for slopn 9reale, Me, 50' n Imgth
14 days I Nwe except b pens a Ks S M HOW Zoms
-- PROPOSED APE
V, w)I T
` ' f- 1I1- 1JJ— III —II
I� i�l•'NY:S �pSI1.wB(D AaG
ELAN NFW SEC77ON A -A
I DESfRIPTIDN
ME WORK SHAD- CONSIST K PLACE /NC. APUMP AROUND WHEN
CONSTRUCTION AC1MilE5 TAKE PUCE WRHIN ME STREAM LHLWND
H MATERAL SPECIFICATIO
SANDBAGS SWDMGS SHALL LDNSTST OF M47ERLMS WHICH ME
RESISTANT TO ULIRAVIOU7 RADATION TEARING AND PUNCTURE, AND
N17VEN TIGHTLY ENO UCH TO PREVENT LEAKAGE OF FILL MATERIAL
6e SAND. FINE GRAVEL, ETC)
llf -ONSTR l -TIDN RED IIRFU ME
1 ALL EROSION AND SEDI MENT CONTROL DEVICES SHALL SE IN57ALLED AS
ME FIRST ORDER OF WORK
2 THE HEIGHT OF ME SAND15140 SHALL BE AS IN&C4TED IN SECTION A-A
THE SANDBAGS SHALL Be PACED ON A SMOOTH PREPARED SURFACE
3 ALL EXCAVATED MATERMS SHALL BE usposEO OF OUTSIDE ME 100
YEAR FLOOD PLAIN UNLESS APPROVED ON THE PUNS
4 ALL DEWATERING OF ME CONSTRUCTION AREA SHALL BE PUMPED TO A
DEYYATERING PUMP wSCHARGE nLTER BAG OR SILT BASIN
5 ME PUMP SHALL BE OF SUFFICIENT SIZE TO CONVEY NORMAL STREAM
now
6 SEDIMENT CONTROL DEVICES ARE TO REMAIN RN PUCE UNTIL ALL
DISTURBED AREAS ARE STABILIZED AND ME CITY ENGINEERING DEPT APPROVES
MVR REMOVAL
TEMPORARY PUMP AROUND
(NOT TO SCALE)
Steel Fence Poet
W,rt F ce
Ker Fobnc
HbN.Ort wPM On GnorM
r--
Fee, of I" DO .I r
Wc"h Stone
Bury Wire Fence OM He— Cloth--
I—
TOP of 9K Fence Must
Be Pt L oaf V Above
the rov r me W"ese
stone
Steel Fenn Poet Sat Mo. 2• Acort
SIL T FENCE OUTLET
(NOT TO SCALE)
KIWI NFW
` Bury 1Om Fence
tiller rob—
.d Hordeam
CIO. m Tmnch
NATURAL _ NATURAL
GROUND GROUND
18' MIN CLASS I RIP '/4L- RAP GE07EXTLE
ON BAN KS O NLY II I
CHANNEL BED
(VARIABLE)
PIPE OUTLET CHANNEL
(NOT TO SCALE)
PERMANENT SEEDING SPECIFICATIONS
EL@YafB15
PHEFWAE stEx® BY RMI�R' p46E1M., NAa111Mp4 OR PI'XIA. oi DEPIII p� Ott UtI[5 FROM As E
PAOpAY A LOOSE FiIM$[ SLMACE AELNL ALL SIOIiC BOIALIIXS SIIaIPS OA LMHT6 FROM ME
sLAHrALE' wK r IraxO wooer ¢RWNATCw oR wwr cwwnN
IMLVIrMtORAAI[D MO ReE SOII epo 1D 1.— R(MWAiS OF 10-10-10 FIRTAIID> PLUS 500 PUUOS OF IW[MY
PPOOWDI nA�ir A URO M tY L- GW � — OF WLDYfC LYE m Ac,e: L1YE4 504 r6T5
MLLON MT ER STSOPL — 20 TOMS OF ORAN STRAP ADI AL'RE Nq m{p( CFyP SDLAr M0 ELM. Q4
1ACK s rN LOCO AKAMLT AT ADD i A Its PER AcIS OR nnA.sim ASPHALT AT ,too 1A 0S PEA AGE
H Am
RAMS ! ImTAS FK.AHA'c mrz;,Ac1E PLMIT.G GATES
Ortl T6cTE 100-150 LOG Ac6 'S - OC'- '3
Der AANity —c) FEa 3 - Wr
'ML fEYIE XA -T30 l!& AI,G IS - =_ r5
IArERUArs Ain LAtIMS FrDE rs - Wr r
(4 LAMIDAMSEI
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NOY 1 - JA1l J0
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AIRLL IS - ANTE .10
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ELM
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A A A
A A A
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TOP of 9K Fence Must
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the rov r me W"ese
stone
Steel Fenn Poet Sat Mo. 2• Acort
SIL T FENCE OUTLET
(NOT TO SCALE)
KIWI NFW
` Bury 1Om Fence
tiller rob—
.d Hordeam
CIO. m Tmnch
NATURAL _ NATURAL
GROUND GROUND
18' MIN CLASS I RIP '/4L- RAP GE07EXTLE
ON BAN KS O NLY II I
CHANNEL BED
(VARIABLE)
PIPE OUTLET CHANNEL
(NOT TO SCALE)
PERMANENT SEEDING SPECIFICATIONS
EL@YafB15
PHEFWAE stEx® BY RMI�R' p46E1M., NAa111Mp4 OR PI'XIA. oi DEPIII p� Ott UtI[5 FROM As E
PAOpAY A LOOSE FiIM$[ SLMACE AELNL ALL SIOIiC BOIALIIXS SIIaIPS OA LMHT6 FROM ME
sLAHrALE' wK r IraxO wooer ¢RWNATCw oR wwr cwwnN
IMLVIrMtORAAI[D MO ReE SOII epo 1D 1.— R(MWAiS OF 10-10-10 FIRTAIID> PLUS 500 PUUOS OF IW[MY
PPOOWDI nA�ir A URO M tY L- GW � — OF WLDYfC LYE m Ac,e: L1YE4 504 r6T5
MLLON MT ER STSOPL — 20 TOMS OF ORAN STRAP ADI AL'RE Nq m{p( CFyP SDLAr M0 ELM. Q4
1ACK s rN LOCO AKAMLT AT ADD i A Its PER AcIS OR nnA.sim ASPHALT AT ,too 1A 0S PEA AGE
H Am
RAMS ! ImTAS FK.AHA'c mrz;,Ac1E PLMIT.G GATES
Ortl T6cTE 100-150 LOG Ac6 'S - OC'- '3
Der AANity —c) FEa 3 - Wr
'ML fEYIE XA -T30 l!& AI,G IS - =_ r5
IArERUArs Ain LAtIMS FrDE rs - Wr r
(4 LAMIDAMSEI
OIDO 6 !"0 IMF -rY1'[ DILL 3W -z50 LIPS
[9m
AUO 15 - OCT IS
F[B. 15 - Wr 1
tIW
IHrJI 41N."co
TALL FE9CL4E AND IRIIN pT 100 LOS AVIV ZD-IS Ia5
not IS - Wr 1
KWUN LL4FL�FIA
AUp IS - OCT- 15
rAU. f£S1IE AND 50 LBS
NOY 1 - FEa I
SERTFA L6PFIMMl a0 III
BOS"MI
'AIL FRCUE AND A Nei .MID
AAr AAA) MAWST
uTtMW 'ALE" tie 9ALONNC1A55 ILO LJ6
TAIL nES A! AND "MIMM, A LOS AND 13 LBS
NOY 1 - JA1l J0
OOIACM OER419ADR\SS a LOS (MAIH,D,�)
AIRLL IS - ANTE .10
'IIm
5-10 IBS ".....wu,)
ne, I - MARCH JO
1 SYARIFED LESRaEU — ITR LATE — ,WD rMER SIEMs USE
1 Aie I Scpi AS Alarm $WIOMAiw4 AND RTUAAM IIrTST BE KEPT AT 10-12" WJDIAM ML' 1'
TIE 1/Y Of AAVI1l AfE GVL4 6 I.Or P[iLYlTim
TEMPORARY SEEDING SPECIFICATIONS
MLEM
"MERE OYIE 904 1A7 ® EKW9m W OIMDIMn AIO NLETAINE COYER 6 NEEDED FOR ONE NAR OR IfS
WY EYCLUI E S1AGI AREAS AS TEtATiplTr sEDYONr norm LYIERSN4 SOLI SIOCIIPA4 e1aDalc AIRS,
Acts'M L' AOU aAIPS, ER' R 6 ALSO U57D TO PAOMOE A TETEICWRY PWYEIDP isiFTR
ToDMRE SEEDGM ar 95MT CHOSaM IMAAO"U.C. OR PLgH6 ro DOMi OF AT I£AIT 9k PYIES W As
ro RAOpACE A L DOS, FALAaE SIMFAC£. POpVgfATE 750 - 1." PoMpS Ho-1 10 FERTYL!W NO Ai
TD TWO Tina OF Go"s"C LIME TIER ACRE IMOIE LAE WY NOT W — IF A SOLI JEST .!Aims A w
OF 45 "' -m tAAwAKC 6 REaLSED ACD014sMC ro TIE sAAE SPELfIg11016 As FOR PERIAAAVAr
StEWIG — ■N1m 9r SO4 ScgDeISr-
] IDWS
sPC MLr1Mix" 1,rE SgonT RATEfAOS A.NMErc DATES
RILE OMM MID In — —
KOBE Lffi,
MAY
L441QEIA SO t - ALC 13
OFREIW Me, tr Q AO - 30 IBS
STAIN
4;.Af3
ire (La9w) In Lai ALA: 13 - ACC. m
(WY SlA1ftRUlE LWTS EIORE O L T I M r ' _ OCT 1 - AOV 15)
r1S 16E !Y ANfIAL IIrF OAA59 AM .lZPML lQE LRASS 6 AOT FEIa.nED
Cu55 'B' RIP RAP
O
15 STONE
I��K CHECK SHALL BE 1 FOOT HIGH ALONG ME WEIIFD
PERIMETER OF THE SHALE.
2 ROCK CHECK SHALL BE CONSTRUCTED OF CLASS •B' RP -RAP
3 A 12' LAYER OF NO 57 STONE SHOULD BE PLACED UPSTREAM
OF THE CLASS 'B' RIP -RAP
♦ TOE OF ME UPSTREAM CHECK SHOULD BE THE SAME ELEVATION
AS ME TOP OF ME DOWNSTREAM CHECK
VIOL M
�f 'aa- no a nu
i
.D,
N e �iyB
B MN 8-1 TO 6F'I (SEE PAINS)
WATER QUALITY ROCK CHECK
(NOT 70 SCALE)
GENERAL EROSION CONTROL NOTES
1 ALL EROSION CONTROL MEASURES AND DEVICES SHAD- BE INSTALLED AND MAINTAINED
IN ACCORDANCE WITH NCOOT a NCDENR - LAND QUALITY SECTION'ERMONAND
SEDIMENT CONTROL MANUAV REQUIREMENTS
2 ALL SLOPES SHALL BE SEEDED AND MULCHED WITHIN ATLEAST 14 CALENDAR DAYS OF
COMPLETION OF GRADING PHASE SEE NEW STABILIZATION TIME FRAMES FOR
ADDITIONAL INFORMATION
3 REMOVE ANY MUD OR SOIL MATERIALS TRACKED ONTOADIOINING ROADS IMMEDIATELY
4 PROVIDE ADDITONAL MEASURES AS NEEDED TO DIRECT RUNOFF TO EROSION CONTROL
DEVICES AS DIRECTED BY THE ENGINEER
5 INSPECTALL EROSION CONTROL MEASURES ON A WEEKLY BASIS AND WITHIN 24 HOURS
OFAO 51N. RAINFALL. EVENT (YNTHW A 24 HOUR PERIOD) CONTRACTOR SHALL REPAIR
OR PROVIDE ANY REOUIRED MAINTENANCE NOTED DURING INSPECTION AND PRIOR TO
CONTINUING WITH ANY OOWSMUCTIONACTIVITES
a CONTRACTOR SHALL PROVIDE RAIN GAUGE ON SITE AND SHALL COMPLETE
"STORMWATER INSPECTIONS FOR GENERAL PERMIT NCG10f000O- LAND DISTURBING
ACTNMES FORM ON A WEEKLY BASIS PROVIDE COPIES OF REPORT TO
OWNERIENGNEER ON MONTHLY BASIS
7 ANY WASTE MATERIAL DISPOSED OF OFFSITE SHALL BE DISPOSED OF TO A SITE
APPROVED BY NCOENR, LOS
B ANY BORROW MATERIAL SHALL BE OBTAINED FROM AN NCDENR, LOS APPROVED SITE
B PROVIDE COPIES OFAPPROVAL LETTERS FOR WASTEIBORROWS ITES TO ENGINEER PRIOR
TO DISPOSING OF OR OBTAINWG MATERIAL FROM SITES
10 CONTRACTOR SHALL PROVIDE ENGINEER WITH A COPYOF ME CERTIFICATION OF ALL
EMPLOYEES MAINTAINING AND INSTALLNGS EROSION CONTROL DEVICES
GENERAL EROSION CONTROL SEQUENCE,
I- OBTAIN PLAN APPROVAL FROM LAID QUALITY SECTION
2 HOLD PRECONSTRUCTON CONFERENCE AT LEAST THREE DAYS PRIOR TO
CONSTRUCTION
3 CLEAR ONLY ENOUGH TO INSTALL PERIMETER EROSION CONTROL MEASURES INSTALL
PERIMETER EROSION CONTROL MEASURES BEFORE BEGINNING ANY ADDITIONAL
CLEARING OR DISTURBING ANY ADDITIONAL AREA
4 ONCE THE PERIMETER EROSION CONTROL MEASURESARE IN PUCE, CLEAR AS
NECESSARY: COMMENCE GRADING AND CONTINUE INSTALLING NTERNAL EROSION
CONTROL MEASURES TO THE END OF THE PROPOSED PROJECT SEED EVERY WEEK AS
CONSTRUCTION PROGRESSES
5 ONCE THE ROADWAY CONSTRUCTION R COMPLETE, RESEED ANY DISTURBED AREAS
9 ONCE THE SITE IS STABILIZED, OBTAIN PERMISSION FROM THE N C. FRO" CONTROL
INSPECTOR AND THEN REMOVE EROSION CONTROL MEASURES AND STABILIZE THE
AREAS LEFT BY THE REMOVAL OF THE DEVICES.
alley, Williams, carmen & king, Inc. p ro SEN. RALPH SCOTT PARKWAY EXTENSION B"NO
ENGINEERS, AiRCHl1ECT3 VE
SURYORS NEW ROADWAY IMPROVEMENTS IS;woamlr:mAc
740 choel hil! mad p o box 1 I79
bur-Irngton. En 27215 336F- 0203 534 MELVILLE TOWNSHIP — MEBANE NORTH CAROLINA MEBANE, NORTH CAROLINA �M er SKS
Firm's Engineering License No. F -0203 r OltvAp er S�
��N ..,CARD!/,; -
SEAL G _
0{`39206
REV 9124115 REVISED PUMP AROUND DETAIL 6 STD. DRAWINGS CHART
IAsy 151"
CONSTRUCTION
DETAILS I 20
-23

9
n
d
1
MA
GENERAL TRAFFIC CONTROL NOTES
I CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL/NACCORDANCE WT HALL NCDOTAND MURA SPECIFICATIONS AND
REQUIREMENTS
2 CHANGES MAYBE REQUIRED WHEN PHYSICAL DIMENSIONS IN DETAIL DRAWINGS, STANDARD DETAILS AND ROAmAYDETAIIS
ARE NOTATTAINABLE TO MEET FIELD CONDITIONS, OR RESULT IN DUPLICATE, OR UNDESIRABLE OVERLAPPING OF DEVICES
MODIFICATION MAYINCLUDE MOVING, SUPPLEMENTING. OOVERING OR REMOVAL OFDEVMfS, AS DIRECTED BY7HE
ENGINEER
3. CONTRACTOR SHALL PROVIDE STATIONARY WORK ZONE SIGNS (ROAD CONSTRUCTIONAHEAD AND END CONSTRUCTION) AS
SHOWN ON TRAFFIC CONTROL PLAN OR AS DIRECTED BYENGMEER
4 INS TALL STATIONIRYADVANCE WORK ZONE WARNING SKINS A MINIMUM OF DAYS PRIOR TO BEGINNING WORK
5 FLAGGERS SHALL BE CERTFWD IN WORK ZONE TRAFFIC CONTROL OPERATIONS
LANE AND SHOULDER CLOSURE REQUIREMENTS
1 REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE CLOSURE OR
WHEN A LANE CLOSURE IS NO LONGER NEEDED, OR AS DIRECTED BY THE ENGINEER
2 WHEN WORKING WITHIN 8 FEET OF FACE OF CURB, CONTRACTOR WILL BEALLOWED TO CLOSE ADJACENT TRAVEL LANE,
PROVIDED TRAFFIC CONTROL IS MAINTAWED IN ACCORDANCE WITH EITHER METHOD B OR C AS FOLLOWS
A SKINNY DRUMS ARE USED TO PROVIDE 2 TRAVEL LANES, ONE IN EACH DIRECTION WITH MINIMUM LANE WIDTH OF 10 EACH
AND 10 FEET OF CLEARANCE BETWEEN TRAVEL LANE AND WORK ZONE
B PROVIDE FLAGGERSAND SHIFT TRAFFIC TO OPPOSITE LANE PER NCOOTSTANDIRD S.
C CONTRACTOR PROVIDES WATER FILLED OR CONCRETE BARRIERS IMMEDATELYADUACENT TO THE WORKZONEAREA AS
DIRECTED BY THE ENGINEER
CONTRACTOR SHALL PROVIDE PERSONNEL AND EQUIPMENT FOR EITHER METHOD 4 B OR C IN ACCORDANCE WTH NCOOT
STANDARDS, INCLUDING ALL PORTABLE SIGNS
3 PROVIDE PORTABLE TRAFFIC CONTROL SIGNS AND CHANNELONG DEVICES TO SHIFT TRAFFIC AS SHOWN ON STANDARD
DRAWING 1101 02 OR AS DIRECTED BY THE ENGINEER.
4 SPACE CHANNELONG DEVICES IN WORKAREA AT 40 FT MAK ON CENTER #4 TANGENT SECTIONS AND 10 FT MAK ON CENTER IN
RADIISECTIONS. CWWNELIZING DEVICES SHALL BEAT LEAST 3 FTOFF EDGE OFAN OPEN TRAVELwAY WHEN LANE CLOSURES
ARE NOT IN EFFECT
PAVEMENT EDGE DROP OFF REQUIREMENTS
1 BACKRU AT B-I SLOPE UP TO THE EDGE AND ELEVATION OF THE EIO RNG PAVEMENT WHERE THE DROP OFF EI(CEEDS2
INCHES BICKFILL MATERIAL SHALT. BE COMPACTED AND APPROVED BY THE ENGINEER AS SUITABLE MATERIAL FOR THE
INTENDED PURPOSE. BACKFLLL MATERIAL SHALL BE PROVIDED BY THE CONTRACTORATNO EXPENSE TO THE OWNER WHEN
DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL PROVIDE ABC STONE &ASE AND WILL BE PAID FOR AT THE CONTRACT
UNIT PRICE FOR INCIDENTAL STONE.
OVERALL MAP
SCALE' I'= 500
DENOTES STATIONARY
TRAFFIC CONTROL SIGN
TRAFFIC CONTROL WORK RESTRICTIONS
LANE CLOSURES WILL NOT BE ALLOWED BETWEEN
7:00 AM - 9:00 AM AND FROM 4:00 PM - 7:00 PM,
MONDAY THRU FRIDAY, UNLESS OTHERWISE
APPROVED BY THE ENGINEER.
SIGN SUMMARY
STATK)NARYSIGNS
TYPE DESCRIPTION SI¢ QUANTITY
WZ0.1 ROAD WORK AHEAD 48' X 46 2
G20-2. END ROAD WORK 48' X X 2
CONTRACTOR SHALL PROVIDE ALL OTHER REQUIRED SIGNAGE IN
ACCORDANCE WITH NCOOT REQUIREMENTS TO TEMPORARILY CLOSE
TRAVEL LANES ADJACENT TO WORK ZONE
SEN. RALPH SCOTT PARKWAY EXTENSION
MELVlLLE TOWNSHIP - MEBANE, NORTH CAROLINA
SEAL '>
- 079206 � y-
"° TsTOa
TRAFFIC CONTROL �* �
PLAN 8 DETAILS 2 1
lor 23
s
alley, williams, carmen & king, Inc. BOOK NO 412A
£''.' "EMS' "%"`�`� �' S
a<
NEW ROADWAY IMPROVEMENTS
=' 1
F _
740 chapel hill rood p.o box 1179
_
Burlington, n c. 27275 3361226 -5534 MEBANE, NORTH CAROLINA
Firm's £ngmeenng License No F -0203
ay.x n
SKS
I--
SKS
SEN. RALPH SCOTT PARKWAY EXTENSION
MELVlLLE TOWNSHIP - MEBANE, NORTH CAROLINA
SEAL '>
- 079206 � y-
"° TsTOa
TRAFFIC CONTROL �* �
PLAN 8 DETAILS 2 1
lor 23

J
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81 +110 82 +0
0016
L — — — 1 PERINNENr /"PAC S
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alley, Williams, camlen do king, inc. "AO141' "raw¢rswn
vAe1M Am mu is a �� ALAMANCE INTERSTATE CORRIDOR
„e d,,,,, a ,,, P, ,, ,,,9 DEVELOPMENT ZONE
bulb0a4 nc 2'1z1] ]]e /zze -111. MBNl1E nIS^. ALYINCE COI.W1Y.Nc
0-'. w F -0203 .W. 1• = 3V 1— 11812114 Im- MHW o 7
1
alley, williams, A carmen S king, Inc. SEN. RALPH SCOTT PARKWAY EXTENSION
� ENGINEERS ARCHRECfS Jr SURVEYORS
- 740 chapel hill road p o. box 1179
burlington, n c eenng 338F -020 J534 MELVILLE TOWNSHIP - MEBANE
Firm •s Engrneenng License No. F -0207 ,NORTH CAROLINA
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NEW ROADWAY IMPROVEMENTS 1151ft; .VWq
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BOO w 412A � O1rz 08/10115
NEW ROADWAY IMPROVEMENTS 1151ft; .VWq
MEBANE, NORTH CAROLINA I WDF
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DRAWINGS
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PROP. SEN. RALPH SCOTT PARKWAY EXTENSION
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TAPER I TAPER STORAGE
PAVEMENT MARYJNG LEGEND
AJ WHITE EDGE LINE, P
© WHITE SOLID LANE LINE, 4'
© 2 FT WHITE M1MI STOP, C
QD YELLOW DOUBLE CENTER ONES 4' EACH
EE YELLOW DIAGONAL LINE, 8
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TAPER
PAVEMENT MARKING NOTES,
I ALL PROPOSED PAVEMENT MARKINGS SHALL BE THERMOPLASTIC
TYPE & BY ACCORDANCE WITH N=T STANDARD SPECIFICATIONS
2 ALL PROPOSED PAVEMENT MARNAIGS SHALL BE PRE - MARKED BY
CONTRACTOR 8 APPROVED BYNCDOTAND CITY OF GRAHAM PRIOR
TO PLACING THERMOPLASTIC MARKINGS
3 ALL WORK wnnN THE PROPOSED ROAD RIGHT -OF-WAY SWILL BE M
ACCORDANCE WITH NCDOT STANDARD SPECIFICATIONS 6 DRAWINGS
4 HITCHING SHOWN TO DESIGNATE DIAGONAL YELLOW LINES
REPRESENTS AREA ONLY. DIAGONAL YELLOW LINE PLACEMENT SHALL
BE IN ACCORDANCE WITH NCOOT STA 12'06 -M
5 4' WHITE EDGE LINES 8 r YELL OW DOUBLE CENTER LINES ARE TO
EIf7END THROUGH PRONECT
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ENGINEERS, ARCHITECTS & SURWYOns
SEN. RALPH SCOTT PARKWAY EXTENSION
BOOK NO 412A ° ` 09110/15
15104
NEW ROADWAY IMPROVEMENTS 151a I
PAVEMENT MARKING .
740 chapel h,ll road p o box 1179
burlington, n c 27215 336/226 -5534
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MELVILLE TOWNSHIP - MEBANE, NORTH CAROLINA
MEBANE, NORTH CAROLINA
Engineering License -0203
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