20150205 Ver 1_Application_20150220

Kimley>>>Horn
February 19, 2015
Ms. Tracey Wheeler
U.S. Army Corps of Engineers
2407 West 5'" Street
Washington, NC 27889-1000
Mr. David Wainwright
NC Division of Water Quality
512 N. Salisbury Street
Raleigh, NC 27604
RE: TIP# B-5417 — Replacement of Bridge No. 17 on South Dogwood Trail over Snow Goose
Canal, Nationwide Permit #23 Application - Southem Shores, Dare County, North Carolina
On behalf of the Town of Southern Shores, Kimley-Horn is submitting the enclosed pre-construction
notification (PCN) for authorization under Nationwide Permit 23 for the above referenced project. Also
included with the application is a Preliminary Jurisdictional Determination Request. The proposed
project will replace the bridge carrying South Dogwood Trail over Snow Goose Canal, a tributary of
Jean Guite Creek in Southem Shores, North Carolina. The North Carolina Department of
Transportation (NCDOT) Bridge Management Unit records indicate Bridge No. 17, constructed in
1970, is functionally obsolete and structurally deficient based on a 2012 NCDOT bridge inspection,
with a sufficiency rating of 35.09 out of 100.
The existing bridge is constructed of timber and steel, and removal will be possible with no resulting
debris in the water based on standard bridge demolition practices. Temporary impacts to Snow
Goose Canal will result from the removal of the existing timber support piles from above, and from the
removal of the failing bulkheads beneath the bridge along the banks of Snow Goose Canal. A
turbidity curtain will be installed within Snow Goose Canal prior to initiating construction activities in
the corridor to protect water quality in downstream receiving waters.
The bridge will be replaced on the existing alignment with traffic being detoured offsite during the
construction period. The new bridge structure will utilize a longer 55' central span to minimize impacts
to Snow Goose Canal to the extent practical, resulting in only 5 of the 12 support piles to be placed
wifhin the watenvay. The piles will be driven into place from above resulting in minimal permanent
impacts to the jurisdictional waters of Snow Goose Canal, limited to the size of the 20" square cuboid
pilings only. Riprap stabilized slopes will be used beneath the bridge span, but no riprap will be
placed within the canal or below the existing edge of water. The Town of Southern Shores seeks to
ensure the safe navigability of the canal after the replacement of the bridge, which requires that no
riprap or other material be placed below the existing edge of water.
The following information is included as part of the application submittal:
• Pre-construction Notification Form
• Agent Authorization Form

Kimley»>Horn
• Figure 1 Vicinity Map
a Figure 2 USGS Topographic Map (Kitty Hawk Quad — 1982)
• Figure 3 Aerial Photograph and Jurisdictional Features Map
o Figure 4 NRCS Soil Survey Map (Dare County — 1992)
e Figure 5 FEMA Special Flood Hazard Areas Map
e Proposedlmpacts Plan View
• Stream Data Forms
• Site Photographs (2013)
e Programmatic Categorical Exclusion Approval
a Full Project Plan Sheets
e Preliininary Jurisdiclional Determination Request Package
• NCDWR 401 Application Fee of $240
Page 2
If there is any additional information you need to assist in the processing of this Nationwide Permit
application, please do not hesitate to contact me at 919-678-4155 or Jason.Hartshorn@Kimley-
Horn.com.
Sincerely,
� �����
Jason Hartshorn
Environmental Analyst
CC: Cecil Narron, P.E., Kimley-Horn
Rachel Patrick, LEED AP, Town of Southern Shores

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Offce Use Only:
Corps adion ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. A � licant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps: ❑ Section 404 Permit � Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 23 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes � No
1 d. 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 Certifcation — Express ❑ Riparian BufferAuthorization
1e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Permit:
because written approval is not required? Certification:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes � No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
tg. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h � Yes ❑ No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? � Yes ❑ No
2. Project Information
2a. Name of project: TIP# B-5417 - Replacement of Bridge #17 Carrying S Dogwood Trail over Snow Goose
Canal
2b. County: Dare County
2c. Nearest municipality / town: Southern Shores
2d. Subdivision name: n/a
2e. NCDOT only, T.I.P. or state g_5417
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: Town of Southern Shores
3b. Deed Book and Page No. N/A
3c. Responsible Party (for LLC if Rachel Patrick, Public Works Director
applicable):
3d. Street address: 5375 N. Virginia Dare Trail
3e. City, state, zip: Southern Shores, NC 27949
3f. Telephone no.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]
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PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: � Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. AgenUConsultant Information (if applicable)
Sa. Name: Jason Hartshorn
5b. Business name Kimley-Horn & Associates
(if applicable):
5c. Street address: 3001 Weston Parkway
Sd. City, state, zip: Cary, NC 27513
5e. Telephone no.: 919-677-2000
5f. Fax no.: 919-677-2050
Sg. Email address: n/a
Page 2 of 13
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): n/a
1 b. Site coordinates (in decimal degrees): Latitude: 36.1194 Longitude: - 75.4709
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 3.2 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Snow Goose Canal
proposed project:
2b. Water Quality Classification of nearest receiving water: SC
2c. River basin: Pasquotank
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 proposed project lies within the Town of Southern Shores, NC and carries S Dogwood Trail over Snow Goose Canal
(Bridge #17). Snow Goose Canal drains to Jean Guite Creek. The project area consists of approximately 900 feet of
existing NCDOT right-of-way within a predominantly residential area. Of the 32 acre project study area, approimxately
70% of the area consists of maintained or disturbed areas such as streets, buildings, driveways, and the adjacent
maintained grass edges. The remaining area is comprised of primarily forested or early successional natural areas and
Snow Goose Canal.
3b. List the total estimated acreage of all existing wetlands on the property:
Oacres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
157 linear feet
3d. Explain the purpose of the proposed project:
The proposed project will replac� the functionally obsolete Bridge No. 17 in Dare County (sufficiency rating of 35.09 in
2012, out of 100), carrying S Dogwood Trail over the Snow Goose Canal along the same alignment at the same height.
The project will result in a new, longer lasting bridge providing long term and safer traffic operations through this corridor.
3e. Describe the overall project in detail, including the type of equipment to be used:
The replacement structure will be approximately 110 feet long (two 30-foot spans and a 50-foot span) providing a
minimum 30 feet clear deck width. The bridge will include two 11-foot lanes (one in each direction) and a five-foot multi-
use (bicycle and pedestrian) path on one side. The roadway grade of the new structure will be approximately the same as
the existing structure. The approach roadway will extend approximately 130 feet from the north end of the new bridge and
120 feet from the south end of the new bridge, tying into the existing pavement. The west side of the roadway will be
widened approximately 1.5 feet, and the east side of the roadway will be widened approximately 6.5 feet to accommodate
the five-foot multi-use path. Typical bridge replacement and road construction equipment will be used such as excavators,
bulldozers, graders, cranes, dump trucks, pavers, and backhoes.
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PCN Form — Version 1.3 December 10, 2008 Version

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? ❑ Yes ❑ No � Unknown
Comments: A Preliminary Jurisdictional Determination
request is included with this permit application.
4b. If the Corps made the jurisdictional determination, what type � preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Kimley-HOrn
Name (if known): Jason Hartshorn Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A Preliminary Jurisdictional Determination request is included with this permit applicaFion.
5. Project History
5a. Have permits or certifications been requested or obtained for � Yes ❑ No � Unknown
this project (including all prior phases) in the past?
Sb. If yes, explain in detail according to "help file" instructions.
Na
6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
The bridge replacement will be completed as a single and complete project, with no subsequent phasing.
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PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1a. 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)
Tem ora T
W1 ❑ P❑ T ❑ Yes ❑ Corps
❑ No ❑ DWQ
WZ � P� T ❑ Yes ❑ Corps
❑ No ❑ DWQ
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
2h. Comments: No wetland impacts will result from the proposed bridge replacement.
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. 3 e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type ofjurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ — non-404, width (linear feet)
Temporary (T) (INT)? other) (feet)
Piling/Bulkhead Snow Goose � PER � Corps
S1 ❑ P� T removal, turbidity Canal ❑ INT ❑ DWQ 48 80
curtain installation
S2 � P � T Support Piling Snow Goose � PER � Corps 48 1.67 (x5)
Installation Canal ❑ INT ❑ DWQ
S3 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S4 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S5 ❑ P 0 T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S6 ❑ P❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
81.5 LF
3h. Total stream and tribatary impacts (Temporary)
8.3 LF
(Permanent)
3i. Comments: Temporary and Permanent impacts to Snow Goose Canal will result from the proposed bridge replacement.
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PCN Form — Version 1.3 December 10, 2008 Version

The existing timber support piles and bulkheads will be removed in tact from the canal, and turbity curtains will be installed
throughout the construction process to prevent impacts to downstream receiving waters. Five support piles will be installed in
the channel (below MHV� along the right bank due to the existing bulkhead's sharp bend landward along the right bank as
shown on the attached plans. All other support pilings will be installed outside of the existing edge of water. The piles are
cuboid in shape with the impact dimensions being 1.67 ft(I) x1.67 ft(w) x 37 ft(h) for each of the support piles.
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Allantic 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
4E Total open water impacts 0
4g. Comments: No open water impacts will result from the proposed bridge replacement.
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
Sa. Sb. 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
Sf. Total
5g. Comments: No ponds or lakes will be constructed by the proposed bridge replacement.
Sh. Is a dam high hazard permit required?
❑ Yes � No If yes, permit ID no:
5i. Expected pond surface area (acres): n/a
Sj. Size of pond watershed (acres): n/a
5k. Method of construction: n/a
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PCN Form — Version 1.3 December 10, 2005 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 an im acts require miti ation, then ou MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) for Stream name mitigation (square feet) (square feet)
or Temporary impact required?
(T)
61 ❑P❑T ❑Yes
❑ No
82❑P❑T ❑Yes
❑ No
B3❑P❑T ❑Yes
❑ No
6h. Total buffer impacts 0 0
6i. Comments: The project is not located within a watershed with protected riparian buffers, so no protected buffers will be
impacted by the proposed bridge replacement.
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.
All practical measures have been taken to avoid and minimize impacts to Snow Goose Canal. The proposed bridge will utilize
a longer 55' central span compared to the existing structure, minimizing the number of piers or support structures needed
within the canal. The new bridge structure is designed to be constructed from the banks with minimal disturbance resulting to
the channel. Required riprap slope stabilization of the new support bents will end above the existing edge of water specifcally
to prevent permanent fill material ending up in the water. The Town of Southern Shores is interested in ensuring the safe
navigability of the canal up to the edge of water, so minimal permanent fill material will be placed in the water or below the
MHWM, consisting of only five of the concrete support piles (20" square cuboids driven 37' deep). Most of the new support
piles will be located landward of the existing edge of water on both banks of the canal, however five of the hvelve support piles
will be placed within the channel. The 55' central span ensures that the majority of the piles are outside of Snow Goose Canal,
but a larger central span would be cost prohibitive and the impacts resulting from the piling installation will be minimal. The
existing bulkheads are failing and attempted repairs have failed, contributing sediment into Snow Goose Canal and increasing
erosion beneath the structure. Removing the failed bulkheads and replacing with regraded, riprap stabilized slopes will limit
erosional impacts to Snow Goose Canal throughout the life of the bridge structure.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The new bridge structure will be constructed from the banks, minimizing disturbance within Snow Goose Canal. Turbidity
curtains will be placed in the canal outside of the existing bulkheads to prevent any impacts to downstream receiving waters
by sediment that may be disturbed during construction of the bridge. The five support pilings that must be placed within Snow
Goose Canal will be driven down into position from above, limiting impacts to the size of the pilings only (20" square cuboid,
driven 37' deep). All staging and construction access routes will be located in upland areas throughout the corridor. Tree
protection fencing, silt fencing, and other standard Best Management Practices (BMPs) and measures will be used throughout
the construction process to further minimize impacts to downstream receiving waters and minimize runoff from the
construction site.
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2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes � No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
project? ❑ Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: n/a
3b. Credits Purchased (attach receipt and letter) Type n/a Quantity Na
3c. Comments: Minimal permanent impacts will result from the proposed bridge replacement. Existing timber support piles
within the canal will be removed, with only five of the proposed bridge's support piles being located within the channel. The
total impacts account for 8.3 linear feet of stream impact. Overall, the aquatic community within Snow Goose Canal will be
improved by the removal of the failing existing support piles and stabilization of the canal banks.
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: n/a linear feet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): n/a square feet
4e. Riparian wetland mitigation requested: n/a acres
4f. Non-riparian wetland mitigation requested: Na acres
4g. Coastal (tidal) wetland mitigation requested: n/a acres
4h. Comments: n/a
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.
n/a
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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 ❑ Yes � No
requires 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 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required: 0
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).
n/a
6h. Comments: The project is not located within a watershed containing protected riparian buffers.
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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.
Comments: This project is a bridge replacement. Only a small amount of impervious � Yes � No
will be added. It is not possible to collect stormwater from the new impervious area
and release it diffusely due to the flat topography and other constraints.
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? 14.3 %
2b. Does this project require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: n/a
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The proposed bridge replacement will maintain existing drainage patterns within the project area, however the new bridge
structure will drain stormwater to protected outlets on each corner of the structure, directing flow to vegetated swales.
Curb turnouts will be protected with modified concrete flume structures, and the SMP will prevent direct deck drainage to
Snow Goose Canal as with the existing structure. Temporary wattles and silt fencing will be used to prevent erosion and
sediment runoff during construction.
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? n/a
❑ Phase II
❑ NSW
3b. Which of the following locally-implemented stormwater management programs ❑ USMP
apply (check all that apply): ❑ Water Supply Watershed
� Other: NCDOT NPDES
Program
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes � No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply ❑ ORW
(check all that apply): ❑ Session Law 2006-246
� Other: NCDOT NPDES
Program
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑ Yes � No
5. DWQ 401 Unit Stormwater Review
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5a. Does the Stormwater Management Plan meet the appropriate requirements? � Yes ❑ No
Sb. Have all of the 401 Unit submittal requirements been met? � Yes ❑ No
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)?
1c. 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.)
� Yes ❑ No
Comments: A Programmatic Categorical Exclusion (PCE) was approved by NCDOT
and the Federal Highway Administration in September 2013. Approval has been
attached.
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): n/a
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in � 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.
The proposed bridge replacement project seeks to replace a structurally deficient bridge within a residential area of
Southern Shores. The new bridge structure will provide a longer lifespan for safe vehicle travel along S Dogwood Trail,
but will not induce or facilitate growth. The area around the project corridor is currently developed and residential in
nature.
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.
The proposed construction will not generate any wastewater.
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PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
Sa. Will this project occur in or near an area with federally protected species or � Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act � Yes � No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
The Natural Heritage Element Occurrences database (updated January 2015) was reviewed for known
occurrences within the study area. The only mapped occurrences are of West Indian manatee and Atlantic
sturgeon, both occurring within the Currituck Sound and associated tributaries including Jean Guite Creek
(approximately 900' southwest of the project area). As described in the attached PCE approval, an in-water work
moratorium will be observed between February 15 and September 30 to ensure no impacts on anadromous fish
including Atlantic sturgeon. Additionally, the project will adhere to .Guidelines forAvoiding Impacts to the West Indian
Manatee: Precautionary Measures for Construction Activities in North Carolina Waters. Suitable habitat does not exist
within the project area for any of the other listed species for Dare County. Based on the lack of suitable habitat within the
study area and the above referenced protections for the known occurrences near the project, the proposed bridge
replacement will not impact any federally protected species or designated critical habitat.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? � Yes ❑ No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
EFH is present within the project area forjuvenile window pane flounder and monkfish, and Jean Guite Creek
(approximately 900' southwest of the study area) is mapped as EFH for multiple species by the NOAA NMFS EFH Mapper
(reviewed January 2015). Due to an in-water work moratorium behveen February 15 and September 30, and due to the
minimal impact to the aquatic habitat within the project corridor (consisting of only the removal of the existing timber support
piles), no impact to EFH will result from the proposed bridge replacement project.
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 review of the NC State Historic Preservation Office (NCSHPO) HPOWEB GIS Application (reviewed January
2015) indicates no known historic or archaeological resources within the study area, but one National Register
Study List property is located 0.98 miles east of the study area. The Pipkin House (DR0417) is located along the
first row of house facing the Atlantic Ocean. Due to the distance from the project area and the locaton of the study
list property, and given the nature of the proposed project, no impact to any historic or archaeological resource will
result from the proposed bridge replacement.
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8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? � Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
The proposed project is within flood hazard zones associated with lhe Atlantic Ocean, and Snow Goose Canal is tidally
influenced, therefore the project area has not bee� modeled by FEMA and is not subject to FEMA requirements.
8c. What source(s) did you use to make the floodplain determination? FEMA FIRM 3720986700J
�o�l �IA2TSNe2nJ 2� /S
Applicant/Agent's Printed Name Applicant/AgenYs Signature Date
(AgonPs signature is valid only i� an authorizallon letter from the applicant
is rovided.
Page 13 of 13
PCN Form — Version 1.3 December 10, 2D08 Version

SIGNED AGENT
AUTHORIZATION

AGENT AUTHORIZATION FORM
Name: Iln..� "(�OL.M o-t SOL.,'�'�h SN-��
Address: S3�-S'' N, V��;h�w �a�-t.'�-u.i�� �bu.��-IlVn �v�ey NC. 2�-�`(�
Phone: 'LS�-- 2(pl' 239�
Project Name/Description: TIP# B-5417 — Renlacement of Bridee No. 17 ou South
D�ood Trail over Snow Goose Canal
Date: �P%�vu-a.�h � , ZU � S�
Tlte Department oFthe Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Tracev Wheeler
Field Office: Washineton Reeulatorv Field Office
Re: Wetland Related Consulting and Permitting
To Whom tt May Concern:
The Town of SouYhern Shores hereby designates and autl�orizes Kimley-Horn and Associates, Inc. to act
in our behalf as our agent solelv for the puipose of processing Jurisdictional Determinations, Section
404 permits/Section 401 Water QuAlity Certifications applications, aud Section 10 permit applications,
and to fiirnish upon request supplemental information in support of applications, etc. firom this day
forward until successful compietion of the permitting process or revocation by the owner.
In addition, f, the undersigned, a duly autharized owner of record of the property/propeities identified
herein, do auHlorize representatives of Uie Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the propeirty herein described for the purpose of conducting on-site investigations and
issuing a determination associated with Waters of tlze U.S, subject to Federal jurisdiction w�der Section
404 of the Cfean Water Act and/or Section 10 of the Rivers and Harbors Act of ] 899.
Authorized this the ���' day of �hr�, iAI S,
�—
�Zqc��l t�a��, E�I�� UJovly�i�c�-ur r/�i —
Print Property Owner's Name Property O ner's Signature
Cc: Karen Higgins
NC Division of Water Resources
40] & Buffer Permitting Unit
1650 Mail Service Center
Raleiglt, NC 27699-1650

FIGURES

Leqend
O Bridge #17 — Major Roads Streams
� Southem Shores Town Limit -- Minor Roads Bodies of Water
; ",_e+� Figure 1
%� ��a Vicinity Map
« STIP Praject No. B-5417
�;, � Replace Bridge #17 over Snow Goose Canal
��-'���� � Southern Shores, Dare County

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STREAM DATA FORMS

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 5/16/2013 Project/Site: Snow Goose Canal Latitude: 36.1194 N
Ev81U8tOf: �� Hartshorn (KHA) County: Dare Longitude: 75.7409 W
Total Points: 29 Stream Determination (ci Other Kitty Hawk Quad
Stream is at least intermittent Ephemeral Intermitte Perennial g. cluad Name: (1982)
if? 19 or perennial if? 30
A. Geomoroholoav Subtotal =
s. in-cnannei structure: ex. rirne-pooi, st�
poolsequence
4. Particle size of stream substrate
5. Active/relic floodplain
6. Depositional bars or benches
7. Recent alluvial deposits
8. Headcuts
9. Grade control
10. Natural valley
11. Second orgreaterorderchannel
' artifcial ditches are not rated; see discussions in n
B. Hydrology Subtotal = 8
12. Presence of Baseflow
13. Iron oxidizinq bacteria
•�� „ ' �
-000
-000
� ... .. ���
-000
-000
-000
-000
-000
-0�0
-0�0
- . . . �JS
15. Sediment on plants or debris
16. Organic debris lines or piles
17. Soil-based evidence of high water table?
C. BioloqV Subtotal = 9.5
��
��
��
��
��
►. �
3
3
3
3
3
3
3
3
1.5
1.5
= 2
2 3
2 3
0.5 0
1 1.5
1 1.5
Yes = 3
3
2
0
1
1
0
0
0
1
0.5
0
1.5
0
0.5
18. Fibrous roots in streambed 3 2 1 0 2
19. Rooted upland plants in streambed 3 2 1 0 3
20. Macrobenthos (note diversit and abundance) 0 1 2 3 0
21. Aquatic Mollusks 0 1 2 3 0
22. Fish 0 0.5 1 1.5 1.5
23. Cra fish 0 0.5 1 1.5 0
24. Amphibians 0 0.5 1 1.5 1.5
25. AI ae 0 0.5 1 1.5 0
26. Wetland plants in streambed FACW = 0.75; OBL = 1.5; Other = 0 1.5
'perennial streams may also be identified using o�her me�hods. See p. 35 of manual.
rather a coastal canal. The canal
d, which ties to the canal within 1
he water was slowina movina anc

USACE AID# � � � � � DWQ
Site #_ (indicate on attached map)
� STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. ApplicanPs aame: Town of Southern Shores 2. Evaluator's name: �• Hdl't5h01'fl (KHA)
3. Date of evaluation: 05/16/2013 4. Time of evaluation: 11:15 BI71
5. Name of stream: $nOW Ci00SC' Cdlld�
7. Approximate drainage area:
9. Le�gth of read� evaluated: 15��
11. Si[e coordi�ates (if known):
Latltude (ex. 34.872312):
prefer in decimal degrees.
36.119400
6. River basin: PdSCjUOtBl1k
S. Stream order. SecOnd Order
io. co�nry: Dare
12. Subdivision name (if any): n�a
Long�c�ae�ex.-�zsseei»: -75J40900
Method bcation detennined (cirole): u.rPS❑Copo Shee�✓ Ortho (Aerial) Photo/GISQJther GISQOther
13. Location of reach under evaluation (note nearby roads and landmarks znd at[ach map identifying stream(s) location):
Snow Goose Canal is located south of Tall Pine Lane, and crosses beneath S Doqwood Trail.
14. Proposed channel work (if
15. Recent weather conditions: SUlllly 811d Cledf, approximately 85 degrees F.
16. Site conditions at time ofvisit SUllily dl1Cl Cl2dl', but warming, approximately 85 degrees F.
17. Identify any special waterway classifications known: IISection 10 �Tidal Waters n✓ Essentizl Fisheries Habitat
nTrout Waters �Outstanding Resource Waters II Nu[nent Sensitive Waters IIWater Supply Watershed. (I-IV)
18. Is there a pond or lake located upstream of the evaluation point? NO If yes, estimate the water surface area: n/a
19. Does channel appear on USGS quad map? YES 20. Does channel appear on USDA Soil Survey? YES
21. Es[imated watershed land use: �� °/o Residentia]
Z� %Forested
22. Bankfull width: 50�
_% Commercial _% Industrial _% Agricultural
_°�a etea�ea � Loggea 10 % otr,e� � Roadway RoW �
23. Bank height (from bed to top of bank):?�
24. Channel slope down center of stream: �Flat (0 to 2%) �Gentle (2 to 4%) �Moderate (4 to 10%) n5teep (> 10%)
25. Channel sinuosity: �Straight �Occasio�al bends nFrequent meander �Very sinuous �B�aided channel
Instructions for completion of worksheM (located on page 2): Begin by detennining the most appropriate ecoregion based on
loeation, terrain, vegetation, sveam classification, etc. Every characteristic nmst be seored using tl�e same ecoregion. Assign poi��ts
to each characteristic within Ihe range shown for the ecoregion. Page 3 provides a bnef description of how to review tUe
characteristics identified in [he worksheet. Scores should reflect an overall assessment of Ihe stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide au explanation in Ihe
comme�t section. Where there are obvious changes in the charaeter of a stceam under review (e.g., the stream flows from a pasture
into a forest), [he stream may be divided into smaller reaches that display more continuity, and a separate form used to evzlua[e eaeh
reach. The [otal score assigned to a stream rezch must range between 0 and lOQ with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 44 Comments:
Snow Goose Canal is a man-made canal used to orovide access to Jean Guite Creek and the Currituck Sound from the
residential areas along S Doawood Trail and connecting roads The canal is likelv effected bv wind tides and is likely brackish
waters. Fish were observed in the canal but water was slow moving and turbid
Evaluator'sSignatore�"��"' J�"'=�'FL°"" Date05�16�2013
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering [he data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not impty a
particular mitigation ratio or requirement. Fonn subject to chznge—version 06/03. To Comment, please ca11 9 1 9-8 7 6-844 1 x 26.

Snow Goose Canal
STREAM QUALITY ASSESSMENT WORKSHEET
ECOREGION POINT RANGE '
# CHARACTERISTICS SCORE
Coastal Piedmont Mountaid
1 Presence of Now / persistent pools in stream 0� 5 0— 4 0— 5 Z
no flow or saturation = 0• stron flow = max oints
z Evidence of past human alteration 0— 6 0— 5 0— 5 1
extensive alteration = 0; no alteration = max oints
3 Riparianzone 0-6 0-4 0-5 4
no buffer = 0• conti ous wide buffer = maic oints
4 Evidence of nutrient or chemical discharges 0— 5 0-4 0— 4 4
extensive dischar es = 0; no dischaz es = max oints
�5 Groundwaterdischarge 0-3 0-4 0-4 1
V no dischar e= 0• s rin s see s, weUands, etc. = max oints
�y Presence of adJacent 1loodplain
� 6 0-4 0-4 0-2 1
no flood lain = 0• extensive flood lain = ma�c oints
� Entrenchment / 1loodplain access 0— 5 0— 4 0— 2 1
�p'" dee l entrenched=0• fre uentfloodin =max oints
$ Presence of adj acent wetlands 0— 6 0— 4 0— 2 0
no wetlands = 0; lar e ad'acent wetlands = max oints
9 Channelsinuosity 0-5 0-4 0-3 0
extensive channelization = 0; natural meander = ma�c oints
10 Sedimentinput 0-5 0-4 0-4 3
extensive de osition= 0• little or no sediment = max oints
. 11 Size & diversity of channel bed substrate NA* ' 0-4 0— 5 NA*
fine homo enous = 0• lar e diverse sizes = maY oints
'�2 Evidence of channeLincision or widening 0— 5 0-4 0— 5 4
�'! dee l incised = 0; stable bed & banks = ma�c oints
� 13 Presence of major bank failures 0— 5 0— 5 0— 5 4
� severe erosion = 0; no erosion, stable banks = ma�c oints
�14 Root depth and density on banks 0— 3 0— 4 0— 5 Q
F no visible roots = 0• dense roots throu hout = ma�c oints
��� Impact by agriculture, livestock, or timber production
is o—s o—a o-5 5
substantial im act =0• no evidence = max oints
16 Presence of riffle-pooUripple-pool compleses 0— 3 0— 5 0— 6 0
� no riffles/ri les or ools = 0� well-develo ed = ma�c oints
d+ 1 � Habitat complexity 0— 6 0— 6 0— 6 Z
H little or no habitat = 0• fre uent, varied habitats = max oints
�� Canopy coverage over streambed
18 no shadin ve etation = 0• continuous cano = max oints 0— 5 0— 5 0— 5 ],
19 Substrateembeddedness NA* 0-4 0-4 NA*
dee l embedded = 0• loose suucture = max
20 Presence of stream invertebrates (see page 4) 0— 4 0— 5 0— 5 1
� no evidence = 0• common numerous es = max oin[s
�� 21 Presenceofamphibians 0-4 0-4 0-4 3
O no evidence = 0; common numerous es = max oints
a Presence of tish
� 22 no evidence = 0• common, numerous es = max oints 0— 4 0— 4 0— 4 4
23 Evidence of wildlife use 0— 6 0— 5 0— 5 3
no evidence = 0• abundant evidence = max oints
Total Points Possible 100 100 100
TOTAL SCORE (also enter on first page) 44
* These characteristics are not assessed in coastal streams.

SITE PHOTOGRAPHS

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\ � and Associates Iric.

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Title ite Photos
vrepared For STIP PrOjeCY NO. B-5417
c o�4Q�� ��� Project Replace Bridge #17 over Snow Goose Canal
Southern Shores, Dare County, North Carolina
r
m� ��` Date Project Number Page
""°"'' S/23/2013 011775036 2
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PROGRAMMATIC
CATEGORICAL
EXCLUSION APPROVAL

TIP Project No. B-5417
WBS Element 45450.1.1
Federal Project No. BR�0154(3)
A. Proiect Description:
The purpose of this project is to teplace Dare County Bridge No. 17 on South Dogwood
Trail ovex Snow Goose Cana] in the Town of Southem Shores (see Figures 1- 4).
Bridge No. 17 is 90 feet long (three 30-foot spans). The replacement structure will be a
bridge approximately 110 feet long (two 30-foot spans and a 50-foot span) providing a
minimum 30 feet clear deck width. The bridge will include two 11-foot lanes (one in
each direction) and a five-foot multi-use (bicycle and pedestrian) path on one side. The
bridge length is based on preliminary design infonnation and is set by hydraulic
requirements. The roadway grade of the new structure will be approximately the same as
the existing sWcture.
The approach roadway will extend approximately 130 feet from the noRh end of the new
bridge and 120 feet from the south end of the new bridge, tying into the existing
pavement. The west side of the roadway will be widened approacimately 1.5 feet, and the
east side of the roadway will be widened approumately 6.5 feet to accommodate the
five-foot multi-use path. A five-foot full-depth paved asphalt shoulder will be provided
on the east side of the roadway for a short distance near the bridge. The roadway will be
designed as a Rural Local Route with a 30 mile per hour design speed. The typical
section and preliminary roadway design are included in Figures 5 and 6. Traffic will be
detoured off-site during conshuction (see Figure 1).
B. Puroose and Need:
NCDOT Bridge Management Unit records indicate Bridge No. 17 has a sufficiency
rating of 35.09 (in 2012) out of a possible 100 for a new structure.
The bridge is considered funcrionally obsolete due to its structural condition (Item 67,
appraisal of 3 out of 9) according to Federal Highway Administration (FHWA) standards
and therefore eligible for FHWA's Highway Bridge Program.
The superstructure and substmcture of Bridge No. 17 have timber elements that are forty-
three years old. Timber components have a typical life expectancy between 40 and 50
years due to the natural deterioration rate of wood. Rehabilitation of a timber structure is
generally practical only when a few elements are damaged or prematurely deteriorated.
However, past a ceRain degree of deterioration, most timber elements become
impractical to maintain and upon eligiUility are programmed for replacement. Timber
components of Bridge No. 17 are experiencing an increasing degree of detenorarion that
can no longer be addressed by reasonable maintenance activities. Therefore the bridge is
approaching the end of its useful life.
Components of both the concrete superstructure and substructure have experienced an
increasing degree of deterioration that can no longer be addressed with maintenance
activities. Several concrete components are showing spall with exposed rebaz. The
bridge is approaching the end of its useful life, and replacement of the bridge will result
in safer traffic operations.
Bridge No. 17 carries approximately 400 vehicles per day (interpolated), with 7% trucks
(500 vpd estimated in 2025). The actual average daily traffic volume likely is higher
during the summer with lazge numbers of tourists visiting Soutl�em Shores.
PCE-100L I August 2013

C. Proposed Improvements —
Circle one or more of the following Type I activities:
Non-construction activities (program activities).
2. Approval of utility installations along or across a transportation facility.
Construcfion of bicycle and pedestrian lanes, paths, and facilities.
4. Activities included in the State's "highway safety plan" under 23 USC 402
(programs admiiiistered by the Division of Motor Vehicles).
5. Transfer of Federal lands pursuant to 23 USC 317 when the subsequent
action is not a FHWA action.
6. The installarion of noise barriers or alterations to eacisting publicly owned
buildings to provide for noise reduction.
7. Landscaping.
8. Installation of fencing, signs, pavement markings, small passenger
shelters, traffic signals, and railroad warning devices.
9. Emergency repairs under 23 USC 125 (Govemor Declared Emergency).
] 0. Acquisition of scenic easements.
11. Determinafion of payback under 23 CFR Part 480 for property previously
acquired with federal-aid participation.
12. Improvements to existing rest areas and truck weigh stations.
13. Ridesharing activities:
14. Bus and Rail car rehabilitation.
15. Alterations to facilities or vehicles in order to make them accessible for
elderly and handicapped persons.
16. Program administration, technical assistance activities, and operating
assistance to transit authorities to continue existing service or increase
service to meet changes in routine demand.
17. The purchase of vehicles by the applicant where the use of these vehicles
can be accommodated by existing facilities or by new facilities wluch
themselves are within a CE.
18. Track and rail bed maintenance and unprovements when camed out
within the existing right of way.
19. Purchase and installation of operating or maintenance equipment to be
located within the transit facility and with no significant impacts off the
site.
PCE-100L 2 August 2013

20. Promulgation of rules, regulations and directives.
21. Replacement of guardrail.
Circle one or more of the following Type II activities:
Modernization of a highway by resurfacing, restoration, rehabilitation,
reconstruction, adding shoulders, or adding auxiliary lanes (e.g., parking,
weaving, turning, climbing).
a. Restoring, Resurfacing, Rehabilitating, and Rewnstructing
pavement (3R and 4R improvements)
b. Widening roadway and shoulders without adding through lanes
c. Modernizing gore treatments
d. Constructing lane improvements (merge, awciliary, and tum lanes)
e. Adding shoulder drains
£ Replacing and rehabilitating culverts, inlets, and drainage pipes,
including safety treahnents
g. Providing driveway pipes
h. Performing minor bridge widening (less than one through lane)
i. Slide Stabilization
j. Shuctural BMP's for water quality improvement
2. Highway safety or traffic operations improvement projects including the
installation of ramp metering control devices and lighting.
a. Installing ramp metering devices
b. Installing lights
c. Adding or upgrading guardrail
d. Installing safety barriers including Jersey type bamers and pier
protection
e. Installing or replacing nnpact attenuators
£ Upgrading medians including adding or upgrading median barriers
g. Improving intersections including relocation and/or realignment
h. Making minor roadway realignment
i. Channelizing traffic
j. Performing clear zone safety improvements including removing
hazards and flattening slopes
k. Implementing traffic aid systems, signals, and motorist aid
1. Installing bridge safety hardware including bridge rail retrofit
3. Bridge rehabilitation, reconstrucfion, or replacement or the construction of
grade separation to replace existing at-grade railroad crossings.
a. Rehabilitating, reconstructing, or replacing bridge approach slabs
b. Rehabilitating or replacing bridge decks
c. Rehabilitating bridges including painting (no red lead paint), scour
repair, fender systems, and minor structural improvements
d�. Replacine a bridee (structure a�d/or fill)
4. Transportation corridor fringe pazking facilities.
5. Construction of new truck weigh stafions or rest areas.
PCE-IOOL 3 August 2013

6. Approvals for disposal of excess right-of-way or for joint or limited use of
right-of-way, where the proposed use does not have significant adverse
impacts.
7. Approvals for changes in access control.
8. Construction of new bus storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such
construction is not inconsistent with existing zoning and located on or near
a street with adequate capacity to handle anficipated bus and support
vehicle traffic.
9. Rehabilitation or reconstruction of existing rail and bus buildings and
ancillary facilities where only minor amounts of additional land are
required and there is not a substanrial increase in the number of users.
10. Construction of bus transfer facilities (an open area consisting of
passenger shelters, boarding areas, kiosks and related street
improvements) when located in a commercial area or other high activity
center in which there is adequate street capacity for projected bus traffic.
ll. Construction of rail storage and maintenance facilities in areas used
predominantly for industrial or transportation purposes where such
construction is not inconsistent with existing zoning and where there is no
significant noise unpact on the surrounding community.
12. Acquisition of land for hardslup or protective purposes, advance land
acquisition loans under section 3(b) of the UMT Act. Hardship and
protective buying will be permitted only for a particular parcel or a 1'united
number of parcels. These types of land acquisition qualify for a CE only
where the acquisition will not limit the evaluation of altematives,
including shifts in alignment for planned construction projects, which may
be required in the 1VEPA process. No project development on such land
may proceed until the NEPA process has been completed.
13. Acquisirion and construction of wetland, stream and endangered species
mitigation sites.
14. Remedial activities involvuig the removal, treatment or monitoring of soil
or groundwater contamination pursuant to state or federal remediation
guidelines.
D. �ecial Proiect Information:
Design Exceptions: There are no anticipated design exceptions for this
project.
Bridge Demolition: Bridge No. 17 is constructed of timber, concrete, and
steel and should be possible to remove with no resulting debris in the
water based on standard demolition practices.
PCE-100L 4 August 2013

The estimated costs, based on 2013 prices, are as follows:
Bicycle Designation: This portion of South Dogwood Trail is not a part
of a designated bicycle route nor is it listed in the Transportation
Improvement Program (TIP) as a bicycle project.
Alternatives Discussion:
No Build — The No Build altemative would result in eventually
closing the road which is unacceptable given the Town of
Southem Shores' commihnent to maintain the bridge and preserve
connectivity along South Dogwood Trail.
Rehabilitation — The existing bridge was constructed in 1970, and
the timber materials within the bridge aze reaching the end of their
useful life. Rehabilitation would require replacing the timber
components which would constitute effectively replacing the
bridge.
Offsite Detour — Bridge No. 17 will be replaced on the exis6ng
alignment. Traffic will be detoured offsite (see Figure 1) during
the construction period. NCDOT Guidelines for Evaluation of
Offsite Detours for Bridge Replacement Projects considers
multiple project variables beginning with the additional time
traueled by the average road user resulting from the offsite detour.
The offsite detour for this project would use East Dogwood Trail
and NC 12 (Ocean Boulevard). The ma�cimum potential detour for
drivers would result in 14 minutes of additional trauel time (6.5
miles additional travel). A six-month construction duration is
anticipated.
Staged Construction/Onsite Detour-Staged construction would
require a temporary bridge beside the existuig roadway alignment,
an additional cost for the temparary bridge, and extra right-of-way.
The existing bridge is not wide enouglt to phase construction. This
option was not considered further due to potential residential
PCE-100L 5 August 2013

impacts to adjacent properties and since an acceptable offsite
detour is available.
New Alignment-A new aligrunent was not considered as an
alternative on South Dogwood Trail due to potential residential
impacts.
Other Agency Comments:
Scoping letter responses were received from the North Carolina
Department of Environment and Natural Resources (NCDENR)
(Natural Heritage Program, Division of Water Quality, Washington
Regional Office, Division of Waste Management, and Division of Marine
Fisheries), North Carolina WildGfe Resources Commission (NCWRC),
North Carolina Department of Cultural Resources - State Historic
Preservation Office, United States Environmental Protection Agency
(USEPA), and the United States Fish and Wddlife Service (USWFS).
Copies of all scoping letter responses aze attached.
The NCWRC and NCDENR recommend an in-water work moratorium
of Februazy 15 to September 30 due to the projecYs proximity to Jean
Guite Creek, a designated Prunary Nursery Area.
The USEPA requests that new pilings be kept out of the water to the
extent prac6cable and that the new bridge design spans the width of the
canallwaters of the US. (Note.� The proposed bridge design includes a 50-
foot middle span, replacing the existing 30 foot middle span, to avoid new
piers in the channel.)
The U5FWS notes that the North Cazolina Natural Heritage Program
database indicates that the federally endangered West Indian manatee has
been observed near the project area. Guidelines for Avoiding Impacts to
the West Indian Manatee: Precautionary Measures for Conslruction
Activihes in North Carolina A'aters (aftached) will be implemented during
conshuction.
Public Involvement:
Newsletters were mailed to property owners along South Dogwood Trail
and the off-site detour route, and a public meeting notice was posted to the
Town's website and news board. A workshop was held from 4:00 p.m. to
6:00 p.m. on Tuesday, June 4, 2013, at the Pitts Center at Town Hall. The
proposed typical section and roadway designs were shown. One citizen
attended. After discussion with Town Council members about a potential
multi-use path along South Dogwood Trail to connect to the existing short
sec6on of sidewalk in front of Kiriy Hawk Elementary School, it was
decided that pedestrian and bicycle accommodations should be located on
the east side of the roadway. Designs were revised after the workshop.
PCE-100L 6 August 2013

E. Threshold Criteria
ECOLOGICAL
(1) Will the project have a substantial unpact on any
nnique or unportantnaturalresource?
(2) Does the project involve habitat where federally
listed endangered or threatened species may occur?
(3) Will the project affect anadromous fish?
YES
�
�
�
(4) If the project involves wetlands, is the amount of
permanent and/or temporary wetland taking less than
one-tenth (1/10) of an acre and have all practicable measures
to avoid and xninimize wetland takings been evaluated? X
(5) Will the project require the use of U. S. Forest Service lands? ❑
(6) Will the quality of adjacent water resources be adversely ❑
impacted by proposed construction activities?
(7) Does the project involve waters classified as Outstanding Water ❑
Resources (OWR) and/or High Quality Waters (HQV�?
(8) Will the project require fill in waters of the United States ❑
in any of the designated mountain trout counties?
(9) Does the project involve any known underground storage ❑
tanks (UST's) or hazardous materials sites?
PERMITS AND COORDINATION
(10) If the project is located within a CAMA county, will the
project significantly affect the coastal zone and/or any
"Area of Environmental Concem° (AEC)?
(ll) Does the project involve Coastal Barrier Resources Act
resources?
(12) Will a U. 5. Coast Guard pernut be required?
(13) Will the project result in the modification of any existing
regulatory floodway?
(14) Will the project require any stream relocations or channel
changes?
PCE-100L 7
NO
X
X
�
X
X
X
X
X
YES NO
� X
� X
�
❑ X
� X
August2013

SOCIAL ECONOMIC, AND CULTURAL RESOURCES
(15)
(16)
Will the project induce substantial isnpacts to planned
growth or land use for the azea?
Will the project require the relocation of any family or
business?
(17) Will the project have a disproportionately high and adverse
human health and environmental effect on any minority or
low-income population?
(18) If the project involves the acquisition ofright of way, is the
amount of right of way acquisition considered minor?
(19)
(20)
(21)
Will the project involve any changes in access control?
Will the proj ect substantially alter the usefulness
and/or land use of adjacent property?
Will the project have an adverse effect on perxnanent
local traffic patterns or community cohesiveness?
(22) Is the l�roject included in an approved thoroughfare plan
and/or Transportation Improvement Program (and is,
tlierefore, in confonnance with the Clean Air Act of 1990)?
(23) Is the project anticipated to cause an increase in traffic
volumes?
YES NO
❑ X
❑ X
❑ X
X �
❑ X
� X
❑ X
X �
❑ X
(24) Will traffic be maintained during construction using existing ❑
roads, staged construction, or on-site detours? X
(25) If the project is a bridge replacement project, will the bridge
be replaced at its existuig locltion (along the existing facility) ❑
and will all construction proposed in assoeiation with tUe
bridge replacement project be contained on the existing facility? X
(26) Is there substantial controversy on social, economic, or ❑
envuonmental grounds conceming the project?
(27) Is the project consistent with all Federal, State, and local laws
relating to the environmental aspects of the project? X
(28) Will the project have an"effect" on structures/properties
eligible for or listed on the National Register of Historic Places7
X
I—
F7
(29) Will the project affect any archaeological remains which are ❑
important to history or pre-histor}t? X
PCE-100L 8 August 2013

(30) Will the project require the use of Section 4(fl resources
(public parks, recreation lands, wildlife and waterfowl refuges,
historic sites, or historic bridges, as defined in Section 4( fl
of the U. S. Department of Transportation Act of 1966)? X
(31) Will the project result in any conversion of assisted public
recreation sites or facilities to non-recreation uses, as defined
by Section 6(� of the Land and VJater Conservation Act ❑
of 1965, as amended? X
(32) Will the project involve construction in, across, or adjacent
to a river designated as a component of or proposed for
inclusion in the National System of Wild and Scenic Rivers? X
F. Additional Docwnentatiai Required Yor UnIavorame xesponses m ran n
(Discussion regarding all unfavorable responses in Part E should be provided
below. Additional supporting documentation may be attached, as necessary.)
Response to Question 2: West Indian manatees are found in canals, sluggish
rivers, esluarine habitats, salt-water bays, as well as a couple miles offshore in all
coastal com�ties of North Carolina. Manatees typically inhabit waters with depths
ranging from 5 to 20 feet. As the project azea meets both criteria, it can be viewed
as potential suitable habitat for the manatee. The USFWS has prepazed
precautionary measures for consiruction activities in waters used by manatee
(Guidelines for Avoiding Impacts to the West Indian Manatee, June 2003,
attached). According to USFWS, if these guidelines are implemented by the
contractor during construction, the project should not have an adverse impact to
manatee. Contractors working on the site wi11 also actively survey for and avoid
any manatee spotted nearby. Therefore, it is likely that this proj ect will have `No
EffecY on the West Indian manatee.
Response to QuesHon 12: A Section 9 permit is required by the U.S. Coast
Guard for construction ar modifications of all bridges spanning navigable waters.
Since the project only covers a waterway suitable for small craft to navigate and
is expected to have no adverse impacts on the environment, a request for an
Advance Approval (AA) will be made in lieu of the Coast Guazd Bridge Permit.
The Coast Guard will advertise the project on public notice for 30 days. Based
upon the comments received, it will be determined whether the project is exempt
from Section 9 bridge pemut requireinents and can proceed as an AA project
instead.
PCE-100L 9 August 2013

G. PCE Approval
T1P Project No. B-5417
WBS Element 45450.1.1
Pederal-Aid Project No. BR�0154(3)
Project Description:
Tl�e purpose of this proj ect is to replace Dare County Bridge No. 17 on South Dogwood Trail
over Snow Goose Canal in the Town of Southem Shores (see Fignres 1- 4). Bridge No. 17 is
90 feet long (three 30-fwt spans). The replacement stnicture will be a bridge approximately
110 feet long (two 30-foot spans aud a 50-foot span) providing a minimum 30 feet clear deck
width. The bridge will include lwo 1 I-foot lanes (one in each direction) and a five-foot mulri-
use (bicycle and pedestrian) path on one side. The Uridge length is based on prelimutary design
infonnation and is set by hydraulic requirements. The roadway grade of the new stmcture will
be approximately the same as the existing structure.
The approach roadway will extend approximately 130 feet from the north end of the new bridge
and 120 feet from the south end of tUe new bridge, tying into tlie exisfing pavement. The west
side of the roadway will be widened approximately 1 S feet, and the east side of the roadway
will be widened approximately 6.5 feet to acconmiodate the five-foot multi-use path. A five-
foot full-depth paved asphalt shoulder will be provided on the east side of the roadway for a
short distance near the bridge. The roadway will be designed as a Rural Local Route with a 30
mile per hour design speed. The typical section and preliminary roadway design are included 'ui
Rigures 5 and 6. Traffic will be detoured off-site during construction (see Figure 1).
Cate�orical Exclusion Action Classification:
Z'YPE II(A) NO BOXES Checked
X 'I'YPE II(B) ANY BOX is Checked
Prepared BV:
g13� �; �/� ��--1-�%�-
Date Meredi h Van Duyn, P.E., Proje En�neer
Kimley-Hoai and Associates, Inc., [phone]
Prepared For: The Town of Southern Shores, North
���'�� �� // �
Date Ppt'cr JXascoe, Town Man ger
Reviewed: �
Da� Prole
�
-PD�A
�
-���i<G���/ -
Highway Administration
PCE-100L 10 . August 2013

PROTECT COMIVIITMENTS:
Dare Counfy
Bridge No. 17 on South Dogwood Trail
Over Snow Goose Canal
Federal Aid Project No. BR�0154(3)
WBS No. 45450.1.1
TIP No. B-5417
Town of Southern Shores — Offsite Detour
In order to have time to adequately reroute school buses, Dare County Schools [(252)
480-8888] and Kitty Hawk Elementary School [(7_52) 261-2313] will be contacted at Ieast
one month prior to road closure.
Dare County Emergency Management [[phone]] and the Town of Southem
Shores Volunteer Fire Deparhnent [[phone]] and Police Deparhnent [(252) 261-
3331] will be contacted at least one month prior to road closure to make the necessary
femporary reassignments to primary response units.
Town of Southern Shores — Natural Resources
The Town will adhere to Guidelines for Avoidi�zg Irnpacts to the West Indian M¢natee:
Precautionary Measures for Construetion Acfivities i�s North Carolina YYaters for this
project.
An in-water work moratorium extends from February 15 to September 30 due to the
project's proximity to Jean Guite Creek, a designated Primary Nursery Area.
Prog�ammatic Categodcal Exclusion
Green Sheet
August 2013
Page 1 of 1

PRELIMINARY
JURISDICTIONAL
DETERMINATION
REQUEST

Jurisdictional Determination Request
�,.,;
US Army Corps
of Engineers-
Wllming�on Disinol
This form is intended for use by anyone requesting a jurisdictional deterniinariou (JD) from the
U.S. Army Corps of Engineers, WilmingYon District (Coips). Please include all supportiug
information, as described within each caYegory, with your request. You may submit your request
to the appropriate Corps Field Office (or project manager, if known) via mail, electronic mail, or
facsimile. A current list of counry assignments by Field Office and project manager can be
found on-liile at: littp //www saw usace army miUMissions/Re�latoryPermitPro ra� m.aspx , by
telephoning: 9] 0-251-4633, or by contacting any of the field offices listed below:
ASHEVILLE REGULATORY FIELD OFFICE
US Annv Cwps of Engineers
I51 Patton A�-enue. Room 208
Asheville, Nortli Cnroli�a 2RA0 L-�006
Generel Number [phone]
Pal Number [phone]
RALEIGH 2EGULATORY FIELD OFFICE
US Ainrv Corys of F.ngineers
3331 He�itage Trade Dri��c, Suite 10�
Wake Poresl, Norlh Carolina 27�87
Gcncral Number (919) »4-4884
Pax Numbe�- (919) �62-0d21
WASHINGTON REGULATORY FIELD OFFICE
US A�m�° Coiys of En�inccrs
2d07 Wcst Fifth Street
Washiugton, Nortl� Cnrolina 2788J
Gencra] Number: (910) 2 � 1-d610
Pa� Number (2�2) 97�-1399
WILMINGTON REGULATORY FICLD OFFICE
US Annr Corps of Engineers
69 Darlino on Acenue
Wilmingloq North Cuolina ?8403
General Nnmber. 910-2�1-�1633
Pa� Nwnber O10) 2 � 1-d02�
Version: December 2013 Page 1

Jurisdictional Determination Request
INSTRUCTIONS:
All requestors must complete Parts A, B, C, D, E and F.
NOTE TO CONSiJLTANTS AND AGENCIES: If you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part G.
NOTE ON PART D— PROPERTY OWNER AUTHORIZATION: Please be aware that all JD
requests must include the current property owner authorization for the Corps to proceed with the
determination, which may include inspection of the property when necessary. This form must be
signed by the current property owner to be considered a complete request.
NOTE ON PART D- NCDOT REQUESTS: Property owner authorization/notification for JD
requests associated with North Carolina Department of Transportation (NCDOT) projects will be
conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICII'ANTS: A Corps approved or preliminary JD may not
be valid for the wetland conservation provisions of the Food Security Act of 1985. If you or
your tenant are USDA Program participants, or anticipate participation in USDA programs, you
should also request a certified wetland determination from the local office of the Natural
Resources Conservation Service, prior to starting work.
Version: December 2013 Page 2

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street AddresS: Bridge No. i 7 on South oogwood rrail over Snow Goose Canal
Cliy, St3t0: Southem Shores, NC
COUtliy: Dare County
DICOCiIOriS: See Figure 1: Vicinity Map
Parcel Index Number(s) (PIN): N�n (unear 7ransportation Project)
B. REQUESTOR INFORMATION
Naple: Beth Reed, Kimley-Horn
Mailing Address: aooi westo� Pa��ay; cary, Nc z�s�s
TelephoneNumber: sts-sn-zo�s
Electronic Mail Address': bem.reea@k�miey-nor�.com
Select one:
� I am the current property owner.
❑✓ I am an Authorized Agent or Environmental Consultant2
❑ Interested Buyer or Under Contract to Purchase
❑ Other, please explain.
C. PROPERTY OWNER INFORMATION
�Tame: Town of Southem Shores, ATTN: Peter Rascoe, Town Manager
Mailing Address: s3�a N. v��9���a oare rra�i
Southern Shores, NC 27949
Telephone Number: 2sz-zss-oa�s
E�eCiiO111C M311 E�ddl'BSS3: [e-mail]
� Proof of Ownership Attached (e.g. a copy of Deed, County GIS/Parcel/Tax Record data)
1 If available
Z Must attach completed Agent Authorization Form
31f available
Version: December 2013 Page 3

Jurisdictional Determination Request
D. PROPERTY OWNER CERTIFICATION4
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Arniy Corps of Engineers (Corps)
to enter upon the property herein described far the purpose of conducting on-site investigations
and issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction
under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
PropeRy Owner (please print) Date
Property Owner Signature
E. JURISDICTIONAL DETERMINATION TYPE
Select One:
� I am requesting that the Corps provide a nreliminary JD for the property identified herein.
This request does include a delineation.
� I am requesting that the Corps provide a preliminary JD for the property identified herein.
This request does NOT include a delineation.
� I am requesting that the Corps investigate the property/project area for the presence or
absence of WoUSS and provide an aporoved JD for the property identified herein. This
request does NOT include a request for a verified delineation.
� I am requesting that the Corps delineate the boundaries of all WoUS on a property/project
area and provide an aoproved JD (this may or may not include a suroey plat).
� I am requesting that the Corps evaluate and approve a delineation of WoUS (conducted
by others) on a property/project area and provide an aonroved JD (may or may not
include a survey plat).
° For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
5 Waters of the United States
Version: December 2013 Page 4

Jurisdictional Determination Request
F. ALL REQUESTS
� Map of Property or Project Area (attached). This Map must clearly depict the boundaries
of the area of evaluation.
❑✓ Size of Property or Project Area 3.22 acres
ni verify that the property (or project) boundaries have recently been surveyed and marked
by a licensed land surveyor OR are otherwise clearly marked or distinguishable.
G. JD REQUESTS FROM CONSULTANTS OR AGENCIES
(1) Preliminary JD Requests:
� Completed and signed Preliminarv Jurisdictional Determination Formb.
36.119463 -75.740860
� Project Coordinates: Latitude Longitude
Maps (no larger than l 1x17) with Project Boundary Overlay:
� Large and small scale maps that depict, at minimum: streets, intersections, towns
� Aerial Photography ofthe project area
� USGS Topographic Map
� Soil Survey Map
� Other Maps, as appropriate (e.g. National Wetland Inventory Map, Proposed Site
Plan, previous delineation maps, LIDAR maps, FEMA floodplain maps)
65ee Appendix A of this Form. From Regulatory Guidance Letter No. 08-02, dated June 26, 2008
Version: December 2013 Page 5

Jurisdictional Determination Request
Delineation Information (when applicable)':
Wetlands:
� Wetland Data Sheets8
�
❑✓
❑✓
Upland Data Sheets
Landscape Photos, if taken
Tributaries:
� USACEAssessmentForms
� Otlier Assessment Forms
(when a��ropriate)
Field Sketch overlain on legible Map that includes:
• All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tnbutary assessment reaches
• Locations ofphoto stations
• Approximate acreage/linear footage of aquatic resources
(2) Approved JDs including Verification of a Delineation:
� Project Coordinates:
Latitude
Maps (uo larger than llx17) with Project Boundary Oveday:
I�I
�
❑
❑
❑
I,ongitude
Large and small scale ma}�s that depict, at minimum: streets, intersections, towns
Aerial Pliotography of the project area
USGS Topograpliic Map
Soil Survey Map
Otlier Maps, as a�propriate (e.g. National Wetland viventoiy Map, Proposed Site Plaii,
previous delineation maps)
' 1987 Manual Regional Supplements and Data forms can be found at:
http://www.usace.armv.mil/Missions/CivilWorks/Re�ulatorvProeramandPermits/re¢ suop.asox
Wetland and Stream Assessment Methodologies can be found at:
httq://portal.ncdenr.ora/c/document li6rarv/Qet file?uuid=76f3c586-dab8-4960-ba43-4567faPo6f4c&Rroupld=38364 and,
http://wwwsaw.usace.armv.mil/Portals/59/docs/reaulatorv/publirnotices/2013/NCSAM Draft User Manual 130318.pdf
s Delineation information must include, at minimum, one wetland data sheet for each wetland/community type.
Version: December 2013 Page 6

Jurisdictional Determination Request
Delineation Information (when applicable):
Wetlands:
� Wetland Data Sheets9
❑�
u
u
Upland Data Sheets
Landscape Photos, if taken
Tributaries:
� USACE Assessment Forms
� Other Assessment Forms
(when appropriate)
Field Sketch overlain on legible Map that includes:
• All aquatic resources (for sites with multiple resources, label and identify)
• Locations of wetland data points and/or tributary assessment reaches
• Locations of photo stations
• Approximate acreage/linear footage of aquatic resouroes
Supporting Jurisdictional Information (for Approved JDs only)
� Approved Jurisdictional Determination Form(s) (also known as "Rapanos
Form(s)")
� Map(s) depicting the potential (or lack of potential) hydrologic connection(s),
adjacency, etc. to navigable waters.
' Delineation information must include, at minimum, one wetland data sheetfor each wetland/community type.
Version: December 2013 Page 7

Jurisdictional Determination Request
REQUESTS FOR CORPS APPROVAL OF SURVEY PLAT
Prior to final production of a Plat, the Wilmington District recommends that the Land
Surveyor electronically submit a draft of a Survey Plat to the Corps project manager for
review.
Due to storage limitations of our administrative records, the Corps requires that all hard-
copy submittals include at least one original Plat (to scale) Yhat is no largerthan 11"x1T'
(the use of match lines for larger tracts acceptable). Additional copies of a plat, including
those larger than 11"x17", may also be submitted for Corps signature as needed. The
Corps also accepts electronic submittals of plats, such as those transmitted as a Portable
Document Format (PDF) file. Upon verification, the Corps can electronically sign these
plats and retum them via e-mail to the requestor.
(1) PLATS SUBMITTED FOR APPROVAL
n
�❑
�
�
�
�
-1
I-',
Must be sealed and signed by a licensed professional land surveyor
Must be to scale (all maps must include both a graphic scale and a verbal scale)
Must be legible
Must include a North Arrow, Scale(s), Title, Property Information
Must include a legible WoUS Delineation Table of distances and bearings/metes
and bounds/GPS coordinates of all surveyed delineation points
Must clearly depict surveyed property or project boundaries
Must clearly identify the known surveyed point(s) used as reference (e.g. property
corner, USGS monument)
When wetlands are depicted:
• Must include acreage (or square footage) of wetla�id polygons
• Must identify each wetland polygon using au alpl�anumeric system
Version: December 2013 Page 8

Jurisdictional Determination Request
� When tributaries are depicted:
• Must include either a surveyed, approximate centerline of tnbutary with
approximate width of tributary OR surveyed Ordinary Higl� Water Marks
(OHWM) of tributary
• Must identify each tributary using an alphauumeric system
• Must include linear footage of tributaries and calculated area (using appro�imate
widths or surveyed OHWM)
• Must include name of tributary (based on the most recent USGS topographic
map) or, wheu no USGS name exists, identify as"unnazned tributary"
� all depicted WoUS (wetland polygons and tributary lines) must intersect or tie-to
surveyed project/propeRy boundaries
� Must include the location of wetland data points and/or tributary assessment
reaches
� Must include, label accordingly, and depict acreage of all waters not currently
subj ect to the requirements of the CWA (e.g. "isolated wetlands", "non-
jurisdictional waters"). NOTE: An approved JD must be conducted in order to
make an official Corps determination that a particular waterbody or wetland is not
jurisdictional.
� Must include and survey all existing conveyances (pipes, culverts, etc.) that
transport WoUS
Version: December 2013 Page 9

Jurisdictional Determination Request
(2) CERTIFICATION LANGUAGE
� When the entire actual Jurisdictional Boundarv is depicted:
include the following Corps Certification language:
"This certifies that this copy of this plat accurate/y depicts the boundary of the jurisdiction
of Section 404 of the C/ean WaterAct as determined by the undersigned on this date.
Unless there is a change in the law or our published regulations, the determination of
Section 404 jurisdiction may be relied upon for a period not to exceed five (5J years from
this date. The undersigned completed this determination utilizing the appropriate Regional
Supplement to the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual."
Regulatory Official:
Title:
Date:
USACEAction ID No.:
� When uplands mav be nresent within a depicted Jurisdictional Boundar�
include the following Corps Certification language:
"This certifies that this copy of this plat identifies all areas of waters of the United States
regulated pursuant to Section 404 of the Clean Water Act as determined by the
undersigned on this date. Unless there is change in the law or our published regulations,
this determination of Section 404 jurisdiction may be relied upon for a period not to exceed
five years from this date. The undersigned completed this determination utilizing the
appropriate Regional5upplement to the 1987 U.S. Army Corps of Engineers Wetlands
Delineation Manual."
Regulatory Official:
Title:
Date:
USACEAction ID No.:
Version: December 2013 Page 10

Jurisdictional Determination Request
(3) GPS SURVEYS
For Surveys prepared using a Global Positioning System (GPS), the Survey must include
all of the above, as well as:
� be at sub-meter accuracy at each survey point.
� include an accuracy verification:
One or more known points (property corner, monument) shall be located with the
GPS and cross-referenced with the existing traditional property suroey (metes and
bounds).
� include a brief description of the GPS equipment utilized.
Version: December 2013 Page 11

ATTACHMENT
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUNDINFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD�:
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Kimley-Horn and Associates, Inc.
Attn: Beth Reed, PWS, on behalf of the Town of Southern Shores
P.O. Box 33068
Raleigh, NC 27636
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES
AT DIFFERENT SITES)
State: NC County/parish/borough: Dare City: Southern Shores
Center coordinates of site (IaUlong in degree decimal format):
Lat. 36.1194° N, Long. 75.7409° W.
Universal Transverse Mercator: 18
Name of nearest waterbody: Snow Goose Canal
Identify (estimate) amount of waters in the review area:
Non-wetland waters (man-made canal):
156.9 linear feet: 50 width (ft) and/or 0.1754 acres.
Cowardin Class: Riverine
Stream Flow: n/al
Wetlands: n/a
Cowardin Class: n/a
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: n/a
Non-Tidal: n/a
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
1

1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre-construction notification" (PCN), or requests verification for a non-reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicanYs acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there "may be"waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:

SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply
- checked items should be included in case file and, where checked and
requested, appropriately reference sources below):
� Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant: .
� Data sheets prepared/submitted by or on behalf of the
applicant/consultant.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas: .
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
� U.S. Geological Survey map(s). Cite scale & quad name:1:24,000 — Kitty
Hawk Quad.
❑ USDA Natural Resources Conservation Service Soil Survey. Citation:
❑ National wetlands inventory map(s). Cite name:
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodectic Vertical Datum
of 1929)
� Photographs: � Aerial (Name & Date): NC Orthoimagery Program
(2010).
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not
necessarilv been verified bv the Corps and should not be relied upon for
later iurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
3
�i lr/
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

Estimated
amount of
Site Latitude Longitude Cowardin aquatic Class of aquatic
number Class resource in resource
review area
Snow 36.1195 -75.7409 Estuarine 0.1754 Tidal, Section 10,
Goose non-wetland
Canal
0

AGENT AUTHORIZATION FORM
Name: /!�e "(—DitiM o-t S6U.�'�� J l�re y
Address: S3� N• Vtrruhto-� ��'�'n'rK�
Pnoue; 252-- Z(pl'
r�c 2�9�fi
Project Name/Description: TIP# B-5417 — Reulacement of Brid�e No. 17 on South
Doewood Trail over Snow Goose Canal
Date:
The Dapartment of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Tracev Wheeler
Fiefd Office: Washinaton Reeulatmv Field Office
Re: Wetland Related Consulting and Permitting
To Whom [t May Concern:
The Town of Southern Shores hereby designates and authorizes Kim(ey-Horn and Associates, Inc. to act
in our behalf as our agent solelv for the purpose of processing Jurisdictional Determiiiations, Section
404 permits/Section 401 Watec Quality Certifications applications, and Section ]0 permit applications,
and to fiirnish upon request supplemental information in support of applications, etc, from this day
focward until successful completion of the permitting process or revocation by the ownec.
In addition, [, the undersigned, a duly authorized owner of record of the property/propeities identified
herein, do authorize representatives ofthe Wilmington District, U.S. Anny Coips ofEngineers (Corps)
to enter upon the property herein described for the purpose of conducting on-site investigations and
issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899.
Authorized this the q�� day of 6r , ZDi S,
�--
�Zac�vl t�a�f-��,t�,tbl�G,WDVI��I�c�i-or � _--
Print Propeity Owner's Name Property O ner's Signature
Ca Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650

Leqend
O Bridge #17 — Major Roads Streams
Southem Shores Town Limit — Minor Roads Bodies of Water
Flgure'
Vicinity MaF
STIP Project No. B-541;
Replace Bridge #17 over Snow Goose Cana
Southem Shores. Dare Count�

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 5/16/2013 ProjecUSite: Snow Goose Canal Latitude: 36.1194 N
EVBIUBiOf: J. Harishorn (KHA) County: Dare Longitude: 75.7409 W
TOtal POints: 29 Stream Determination (ci Other Kitty Hawk Quad
Stream is at least intermittent Ephemeral Intermitte Perennial g. Quad Name: (1982)
if z 19 or perennial if z 30
A. Geomorphology Subtotal =
3. Irnchannel structure: ex. rrttle-pc
poolsequence
4. Particle size of stream substrate
5. Active/relic floodplain
6. Depositional bars or benches
7. Recent alluvial deposits
8. Headcuts
9. Grade control
10. Natural valley
11. Second or greater order channe
' artifcial ditches are not rated; see discussic
B. Hydrology Subtotal =
0
��� .. ' " 1
-0001
-0001
� •.• •• ���I
-0001
-0001
-0001
-0001
-0001
-0�0�
-0�01
� .. � �1��
3
3
3
3
3
3
3
3
1.5
Score
3
2
0
0
0
0
1
C. Biology Subtotal =
18. Fibrous roots in stn
19. Rooted upland plar
20. Macrobenthos (no1
9.5
�'
�
�
�
C
�
r
2
2
1
1
0.5
0.5
0.5
26. Wetland plants in streambed � FAGW = 0.75; (
'perennial streams may also be identifed using other methods. See p. 35 of manual.
Notes: This is not a typical stream, but rather a coastal canal. The canal is
influenced by the tides from Currituck Sound, which ties to the canal within 1/4
mile. Fish were observed in the canal. but the water was slowinq movinq and
�
�
�
�
�
�
�
�
0
0
3
3
1.5
1.5
1.5
1.5
=a
�
0
0
'0
�
0
�
n

USACE AID# DWQ # Site # (indicate on attached map)
�____ . _ _ _
� STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the sMeam reach under assessment:
1. Applicant�5 na�ne: Town of Southern Shores 2. Evaluator's name: �• HditShol'11 (KHA)
3. Date of evaluation: 05/16/2013
5. Name of stream: $nOW Ci00S2 C8110�
7. Approximate drainage
9. Length of reach evaluated: 150�
11. Site coordinates (if known): prefer in decimal degrecs.
Lae;mae �ex. sa.s�zs i z�: 36.119400
4. Time of evaluation: 11:15 dm
6. x�ver ba5�n: Pasquotank
8. Stream order. SecOnd Order
10. County: Ddl'e
12. Subdivision name (if any): n�d
Lo��g�mae�ex.a�sseeiq: -75J40900
Method location determined (circle): ✓�'iPSO['opo Shee ✓t�Jrtho (Aerial) Photo/GIS�ther GIS❑Other
13. Location of reacli under evaluation (note nearby roads and landmarks and attach map identifying sheam(s) location):
Snow Goose Canal is located south of Tall Pine Lane, and crosses beneath S Dogwood Trail.
14. Proposed cha�nel work
15. Recentweather conditions: SUllllY dIICI Cl2df� approximately 85 degrees F.
16. Site conditions at time of visit: SUI111Y df1CI Cl2df, but warming, approximately 85 degrees F.
17. Identify any special waterway classifications known: nSection 10 IITidal Waters IIEssential Fisheries Habitat
nTrout Waters �Outstanding Resource Waters � Nutrient Sensitive Waters �Water Supply Watershed, (I-1�
18. Is there a pond or lake located upst�eam of the evalua[iou point? NO If yes, estimate [he water surface area: n/a
19. Does channel appear on USGS quad map? YES 20. Does channel appear on USDA Soil Survey? YES
21. Estimated watershed land use: �� % Residential _% Co�runercial _% Industrial _% Agricultural
20 0�o Forested _% Cleared / Logged 10 % Other ( ROdd WdY ROW �
22. Bankfull width: 50� 23. Bank height (from bed to top of bank): Z�
24. Channel slope down center of sheam: �Flat (0 to 2%) �Gende (2 to 4%) �Moderate (4 to 10%) IISteep (>10%)
25. Channel sinuosity: �✓ Straight �Occasional bends �Frequent meander �Very sinuous �Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determiniug the most appropriate ecoregion based on
locatio�, terrain, vegetation, stream classification, etc. Every cha�acteristic must be scored using the same ewregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review [he
characteristics identi6ed in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditio��s, enter 0 in the scoring box and provide an explanation in the
coimnent section. Where there are obvious changes in the character of a streain under review (e.g., the stream flows from a pasture
i�to a forest), the stream may be divided into smaller reaches that display more continuiry, and a separate forni used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 44 Comments:
Snow Goose Canal is a man-made canal used to provide access to Jean Guite Creek and the Currituck Sound from the
residential areas alonq S Doawood Trail and connectinq roads The canal is likely efFected by wind tides and is likely brackish
waters Fish were observed in the canal but water was slow moving and turbid
Evaluator's Signature ��"'�'�" ��C4'�'�' � ">� �ate 05�16�2013
This channcl evaluation Sorm is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from thc completion of this form is subject to USACE approval and does not imply a
particular mitigation ratiu or requirement Fonn subject to change — version 06/03. To Co�runeut, please ca11 9 1 9-876-844 1 x 26.

Snow Goose Canal
STREAM QUALITY ASSESSMENT WORKSHEET
# CHARACTERISTICS ECOREGION POINT RANGE SCORE
Coastal Piedmont Mounta3n
1 Presence of flow / persistent pools in stream 0— 5 0— 4 0— 5 Z
no flow or saturation = 0; stron flow = muc omts
2 Evidence of past human alteration 0— 6 0— 5 0— 5 1
extensive alteration = 0• no alteration = max oints
3 Riparian zone 0— 6 0— 4 0— 5 4
no buffer = 0• conti ous, wide buffer = max oints
Evidence of nutrient or chemical discharges
4 extensive dischar es = 0• no dischaz es = max oints 0— 5 0— 4 0— 4 4
�: 5 Groundwaterdischarge 0-3 0-4 0-4 1
V no dischar e= 0; s rin s, see s, wetlands etc. = max oints
N Presence of adjacent floodplain
� 6 0-4 0-4 0-2 1
no flood lain = 0• extensive flood lain = max oints
Q� Entrenchment / floodplain access
� dee 1 entrenched = 0; fre uent floodin = max oints 0— 5 0— 4 0— 2 1
8 Presence of adjacent wetlands 0— 6 0— 4 0— 2 Q
no wetlands = O; lar e ad'acent wetlands = max oints
9 Channelsinuasity 0-5 0-4 0-3 Q
extensive channelization = 0; natural meander = max oints
10 Sedimentinput 0-5 0-4 0-4 3
extensive de osition= 0; little or no sediment = max oints
Size & diversity of channel bed substrate � *
11 NA 0-4 0-5 NA
fine homo enous = 0• laz e diverse sizes = max oints
12 Evidence of channel incision or widening 0— 5 0— 4 0— 5
yi dee 1�ncised = 0• stable bed & banks = ma�c omts 4
a' Presence of major bank failures
13 severe erosion = 0; no erosion, stable banks = max oints 0— 5 0— 5 0— 5 4
�' 14 Roat depth and density on banks 0— 3 0— 4 0— 5 Q
F no visible roots = 0; dense roots throu hout = max oints
� Impact by agriculture, livestocly ar timber production
15 substantial im act =0; no evidence = max oints 0— 5 0— 4 0— 5 5
16 Presence af riffle-pooUripple-pool complexes 0— 3 0— 5 0— 6 Q
Fno riffles/ri les or ools = 0; well-develo ed = max oints
� 17 Habitat complexity 0— 6 0— 6 0— 6 2
little or no habitat = 0; fre uent, varied habitats = max oints
�Canopy coverage over streambed
18 no shadin ve etation = 0; continuous cano = mas oints 0— 5 0— 5 0— 5 1
Substrate embeddedness
19 NA* 0-4 0-4 NA*
dee 1 embedded = 0• loose structure = max
Z� Presence ot'stream invertebrates (see page 4) 0— 4 0— 5 0— 5 1
� no evidence = 0• common numerous es = max oints
(j 21 Presence of amphibians 0— 4 0— 4 0— 4 3
O no evidence = 0; common numerous es = max oints
Presence af fish
O 22 0-4 0-4 0-4 4
� no evidence = 0; corrunon numerous es = max oints
23 Evidence of wildlife use 0— 6 0— 5 0— 5 3
no evide�ce = 0; abundant evidence = max oints
Total Points Possible i0p 100 100
TOTAL SCORE (also enter on first page) �}t}
�` lhese characteris[ics are not assessed in coastal streams.

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See Sheet 7A For InOex of S/�efs
See Sleet 1B Por Corr✓entlonol Plon Sl�et Symbols
TOWN OF SOUTHERN SHORES: RACHEL PATRICK
[phone]
NCDOT CONTACT: MOHAMMED MAHIOUB, EI
�919) 707-6275
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
4 2 0 4 8
PRl1FII F NFRTIfAI l
' DESIGN DATA
ADT 2008 = <400 VPD
ADT 2030 = <400 VPD
DHV = WA
o = wn
T = WA
V = 25 mph
DESIGN EXCEPTION:
WA
FUNCTIONAL CLASSIPICATION:
LOCAL COLLECTOR
' (TTST + DUAL)
Z
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�D�� ���C�. i�� I��������\\ :�l �
DARE CO U1�TY
LOCATION: BRIDGE 1110. l7 OVER S11IOW GOOSE CANAL
ON SOUTH DOGWOOD TRAIL
1.�. � B-5417 a
wTB PqW.NP P..�.P4MNLL
d5C50.id BRZ-0154�3)
45950.2.1 BRZ-0159�3)
45050.34 BRZ-0154�3)
\
NAD�C GRIp `
B�SRS o�
TYPE OF WORK GRADING, PAVI11iG, DRAI11lAGE, AND STRUCTURE
ro �S �
PROJECT LEXGTH
LENGTH OF ROAD WAY TIP PROJECT 8-5417 = 0.0476 MILE
LENGTH OP STRUCTURE T/P PROIECT B-5417 = 0.0213 MILE
TOTAL LENGTH OF ilP P(tOJECT 8-5417 = 0.0689 MILE
PLANS PREPAR&D FOR
THE NCDOT BY:
2012 STANDARD SPBCIFlCATIONS
RIGHT OF WAY DATE:
OCTOBER 2014
L6T77NG DATE:
�ANUARV2�i5
Kimley»>Horn
�.��. e�a.w��,�..».,.
CECIL NARRON, P.E.
PRO/£CT ENGINE6R
MATlHEW WEST. P.E., A VS
rxo,7ncr nasrcx axcrNasx
ro e aoav000 raa�
NYDRAULICS ENGlNSER
ROADWAY DES/GN
BNGIN88R
DIVISION OF NI(
STATB OP NORTH �
o� xoerq
��d ��
.
:
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os rp�N°

lvoae: �vor cu .�cuae
*S. U.E. = Subsurface Utility Engineering
BOUNDARIES AND PROPERTY.•
State Line —""—""—
County Lina — -
Township line
CI}Y �If18
Reservation Line — -
Property Line
Existing Iron Pin �
Property Comer --"
Properly Monument �
Parcel/Sequence Number 23
Existing Fence Line -'—"—x-
Proposed Woven Wire Fence a
Proposed Chain Link Fence a
Proposed Barbed Wire Fence e
Existing WeTland Boundary ----"°----
Proposed Wetland Boundary "a
Existing Endangered Animal Boundary "a
Existing Endangered PIanT Boundary `°°
Known Soil ConTamination: Area or SiTe �— ��
Potential Soil Coniamination: Area or Siie -- �%— d,:/�
BUILDINGS AND OTHER CULTURE.•
Gas Pump Venf or lLi+ Tank Cap �
Sign �
Well °
Small Mine 'X'
Foundation �
Area Outline �
Cemeiery �
Building .��—
School �
Church �
Dam
HI'DROLOGY.�
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
BufferZone 1
Buffer Zone 2
Flow Arrow
Disappearing Stream
Spring
Wefland
Proposed Lateral, Tail, Head Difch
False Sump
�----J
_�S—_ —
—BZ1—
—ez s—
o,'.. �.. �
��
�►
�J ll Ell ll Jte 1U11C 1V IU�J[S ll 1L'7L �l.L'ilJhi�lLe1L1�'til
�������� ��'' ���s��L��,�
CONVENTIONAL PLAN SHEET SYMBOLS
RAILROADS.�
Standard Gauge csx rR�
RR Signal Milepost ,,,,�Po , „
Switch 0
RR Abandoned � � � �
RR Dismantled ------ —
RIGHT OF W.9Y.•
Baseline Control Point �
Existing Right of Way Marker 0
Existing Right of Way Line
Proposed RighT of Way Line �—
Proposed Right of Way Line wiTh �
Iron Pin and Cap Marker
Proposed RighT of Way Line with �
ConcreTe or Granite RAN Marker
Proposed Control of Access Line wiih �
Concrete GA Marker
Existing Control of Access --��—
Proposed Control of Access -�
Existing EasementLine --E —
Proposed Temporary Construdion Easemeni - —e
Proposed Temporary Drainage EasemeM— T�e
Proposed Permanenf Drainage Easement PDE
Proposed Permanent Drainage /UtiliTy Easement oue
Proposed PermanenT Utility Easement —eue
Proposed Temporary UtiliTy Ensemeni Tue—
Proposed Aerial Uiility Easemeni AUE—
Proposed Permanent Easement with O
Iron Pin and Cap Marker �
ROADS AND RELATED FEATURES:
Existing Edge of Pavement
Existing Curb -----
Proposed Slope Stakes CuT --- �---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp cR
Existing Metal Guardrail
Proposed Guardrail T T
Existing Cable Guiderail " "
Proposed Cable Guiderail " " " "
EqualiTy Symbol �
Pavement Removal �
PEGETATION.•
Single Tree �
Single Shrub �
Hedge ",,.'-m..""" '""
Woods Line �"'�"�""`�"
Orchard
Vineyard
EXISTING STRUCTURES.•
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Cuivert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
STorm Sewer
UTILITIES.•
POWER:
Existing Power Pole
Proposed Power Pole
Exisiing JoinT Use Pole
Proposed JoinT Use Pole
Power Manhole
Power Line Tower
Power Transformer
11Ki Power Cable Hand Hole
H-Frame Pole
Recorded UK Power Line
Designated lLG Power Line (S.U.E.*)
TELEPHONE:
p fl €i Q
vi�aya�a
�oN�
— , caxc ww (
coxc Hw
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Existing Telephone Pole �
Proposed Telephone Pole �
Telephone Manhole �T
Telephone Booth �
Telephone Pedestal �T
Telephone Cell Tower �
tLG Telephone Cable Hand Hole "0
Recorded lL� Telephone Cable —'
Designated lLii Telephone Cable (S.U.E.') '----
Recorded lLti Telephone Conduit "—
DesignaTed lLU Telephone Conduit(S.U.E.*t ----'°----
Recorded lLG Fiber Optics Cable '`°
Designated LL� Fiber Optics Cabla (S.U.E.�- ----"°---
WATER:
Water Manhole
Water Meter
Wafer Valve
Water Hydrant —
Recorded LIKa Watar Line
Designaied lL� Water Line (S.U.E.'r— --
Above Ground Wafer Line ��
N:
TV Satellite Dish
TV Pedestal
N Tower
ILT� TV Cable Hand Hole
Recorded WG TV Cable
Designafed IA�G N Cable (S.U.E.*) --
Recorded lVG Fiber Optic Cable
Designated U�C+ Fiber Optic Cable (S.U.E.`}- ---
GAS:
Gas Valve
Gas MeTer
Recorded lLtii Gas Line —�
Designaied lLri Gas Line (S.U.E.`) -
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanoui
lLri Sanitary Sewer Line � —
Above Ground Sanitary Sewer ='�
Recorded SS Forced Main Line —
DesignaTed SS Forced Main Line (S.U.E.") ---
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
UfiliTy Troffic Signal Box ---
Utility Unknown Uni Line —
IA�G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc. —
NG Tank; Waier, Gas, Oil
Geoenvironmental Boring
lLG TesT Hole (S.U.E.`) �—
Abandoned According io Utility Records —
End of Information

EXISTING
GROUND
�
TALL PINE LANE
TYPICAL SECTION NO. 5
-Y2- STA l0 f 48,00 TO STA 11+03,84
EXISTING
GROUND
Kimley>» Horn
P.O. BO% �3060
RALEIGM, N.C.2)636J�68 pF NO. f-o10
B-S4l/
ROADWAY DESIGN
ENGINEFR
, p�`H �i�y ��!y";
�?:QCF 9y�.9 =,
� ; ° SEAL ''�. :
' ` 029076 � _
:s �!`.Ngl.tl��'a.�y'``'
�",!HfW 5.�;.��
NOTES:
1. PAVEMENT EDGE SLOPES AFE 1:1 UNLES
OTNERWISE NOTED
2. SEE PLANS FOR SPECIFIC TAPER LOCATIG
3. SEE MATCH L/NE SECT/ONS FOR EXCEPTIi
TO STATION L/MITS
4. PAVED SHOULDER LOCATIONS WILL VAR
SEE PLANS FOF SPECIFIC LOCATION DETi
PAVEMENT SCHEDULE
PROPOSEO APPROX. l-I/2' ASPHPLT CONCRETE SURFACE CWRSE TYPE 5958.
CI qN AVERAGE RATE OF l68 lBS. PER SQ. YD.
C� PROPOSED APPROX.3' ASPHALT CONCRETE SURFACE COURSE 7YPE 595B.AT
AN AVERAGE RA7E OF l68 IBS. PER 50. YD. lN EACH OF 7V/0 LAYERS.
C� PROPoSED VAR. DEPTN lSPHALT CONCRETE SURFACE C01/RSE.7YPE S95B, A7
AN AVERPGE RArE OF Il2 LBS. PER 50. YD. PER P DEPTH. TO BE PLACED
lN W ERS NOT LE55 THMI l5' lN DEPTH OR GREATER TNAN 2' lN DEPTH.
PROPoSED APPROX. 4' ASPHALT CONCRETE IATERMEDIATE CO(IRSE 7YPE 11908
DI AT AN AVERAGE RATE OF 456 LBS. PER 50. YD.
D2 P�PoSED VAR. DEPTH ASPHALT CONCRETE lN(ERMEOIATE COURSE, 7YPE ll9L
AN AVERAGE RATE OF ll4 LBS. PER S0. YD. PER P DEPTH TO BE PLACED
IN W ERS NOT LESS THAfJ 25'OR GREA7ER THM/ 4' lN DEPTH.
E� PROPoSED MPROX. 4' ASPHPLT CONCRETE BASE COlIRSE TYPE B25AB, A7'
AN AVERAGE RATE OF 342 lBS. PER SQ. YD.
E� PROPOSEO VAR.DEPTH ASF
AN AVERAGE RA7f OF ll4 Lt
lN WERS NOT LESS THAN.
T I EPRTH MATERIAL
U I EXISTING PAVEMENT
V I MILLING ASPHALT PAVEMENT,lS'DEP7H
�/ I VARIABLE DEP7H /SPNALT PAVEAIEI/T lSEE DETNL W2J
B25A8, AT
PLACEO

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PAV£MENT
- - - - - - -
' i-vz
�--------------
-c-Miuza --- --�
-r2- Miu �a
OR AS D�RECTED �
BY ENG�NEER
DETAIL W1 - MILLING DETAIL
REBUILD ALL GR4VEL DRIVEWAYS
USING 6" ABC.
>
�
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TIE TO EXISTING
� l5' MIN 25' MIN 3' MIN �
� ----- � ------ — ----------- ---'
� EZ
DETAIL W2 - METHOD OF WEDGING
* 5' RADIUS / ` 5' RADIUS *�EDGE OF PAVED SHLD.
� �
EDGE OF TRAVEL WAY
* OR AS SHOWN ON PLAN SHEETS
DETAIL W3 (TYPICAL GRAVEL DRIVEWAY TURNOUT)
REBUILD ALL CONCRETE DRIVEWAYS
USING b" REINFORCED CONCRETE � Q
OVER 6" ABC. 1 TIE TO EXISTING
u �
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Vo�
�*
*5' RADIUS 5' RADIUS JC ,�EDGE OF PAVED SHLD.
OF TRAVEL WAY
J� OR AS SHOWN ON PLAN SHEEfS
DETAIL W4 (TYPICAL CONCRETE DRIVEWAY TURNOUT)
MILL AND OVERLAY �
Tlf NEW PAVEMENT
ro exisnNc
"""_ _ _ """"""" _ _ _ _
EXISTING PAVEMENI' � NEW PAVEMEfJr - FULL D£PTH
fSEE CORRESPoNDING TYPICAL SECTION
cewnir Fricriur. FOR REOUIRED PAVEMENT STRUC7URE1
DETAIL S7 - SAWCUT DETAIL
Kimley>»Horn
P.O. BOX 33068
RALFIGH, N.G R>696-3068 IF NO. FOm
' `O��FS,ypp�G�'y9':
�i 0 Y''. a
' � 4 SEAL '�. _
;�,. 02987 Q,,h �
=,qfl E�KS���,S,:
AND��NSTALL✓90�DEGREE
BULKHEAD WA11 BURRIED
2' IN PROPoSED RIP RM • NOTE: SEE PLAIJS FOR
BULKHE?D REMO✓AL LOCATI
DETAIL 3 - BULKHEAD REMOVAL
C�
C2
C3
D/
D2
E/
E2
%
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PAVEMENT SCHEDULE
PROPoSED MPROX. l-l/2' ASPHALT CONCRETE SURFACE COURSE�TYPE 5958,
AN AVERAGE RATE OF l68 LBS.PER SQ.YD.
PROPOSED PPPROX. 3' ASPNALT CONCRETE SURfACE COURSE TYPE 595B,AT
AN AVERPGE RATE OF l68 LBS. PER S0. YD. lN EACH OF 7W0 LAl'ERS.
PROPoSE� VM.OEPTH ASPHALT CONCRETE SURFACE CWRSE,7YPE S95B,A�
PN AVERPGE RArE OF Il2 LBS. PER 50. YD. PfR P DEP7H. TO BE PLACED
lN LAYERS NOT LESS THAN l5'lN DEPTH OR GREATER THAN 2'lN DEPTH.
PROPoSED APPROX. 4' ASPHALT CONCRETE Ih7ERME0/A7E COURSE 7YPE ll9AE
AT AN AVERAGE RATE OF 456 lBS. PER S0. YD.
PROPOSED VAR. DEPTH ASPHALT CONCRETE IhTERMEOIATE CWRSE, 7YPE 119.(
AN AVERPGE RATE OF ll4 LBS. PER S0. YD. PER P DEP7H TO BE PLACED
lN Lll'ERS N07 LESS THAN 25'OR GREATER THAN 4'lN DEPTH.
PROPoSED PPPROX.4' ASPHALT CONCRETE BASE COURSE 7YPE B25AB,AT
AN AVERAGE RATE OF 342 LBS. PER 50. YD.
PROPoSED VAR. DEPTH ASPHALT CONCRE7E BASE COURSE, 7YPE B250B, AT
AN AVERAGE RATf OF ll4 LBS. PER S0. YD. PER P DEPTH TO BE PLACED
lN LAYERS NOT LESS THAN 3'OR 6REATER THMI 55'lN DEPTH.
EPRTH MATERIPL
EXISTING PAVEMENi
MILLING ASPH?LT PAVEMEAT,lS'DEPTH
� I I �/ I VARIABLE DEPTH ASPHALT PAVEMENT fSEE OET41L W21
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DETAIL 4- MOD/FIED CONCRETE FLUME DETA/L
END CONCRETE OR RIP—RAP DITCH
AT CONSTRUCTION LIMITS �
SEE ROADWAY PLANS —
I
I
4 7 2'• 6 I
nn�uci Anoc I
2'-4
OPTIONAL SEE RDY. PLANS
DOWNGRADE OR SAG
OUTLET
WATER i� � �� WATER
FLOW FLOW
FLOW DIVERSION
NOTES:
TRANSITION CURB DOWN AS
�
45'
BRIDGE
APPROACH SLAB
dODIFIED CONCRETE FLUME
PAY LIMITS — PER EACH
PLAN VIEW
4�_p�,
+l ,Z� �rr
v
�
4" CONC. �
PAVED DITCH SECTION C-C
OUTLET
rti
FLOW DIVERSION ` O ~ � FLOWR
8" X 4° LIP CURB
OUTLET
I �
WATEfl � � FLOW DIVERSION
FLOW ~ O
SAG DOWN GRADE
FLOW DIVERSION EXAMPLES
- CONSTRUCT MODIFIED CONCRETE FLUME AND SHOULDER BERM GUTTER IN ACCORDANCE WITH THIS DETAIL.
- CONSTRUCT CONCRETE DITCH IN ACCORDANCE WITH STD. DWG. N0. 850.01.
- CONSTRUCT RIP RAP LINED DITCH IN ACCORDANCE WITH THIS DETAIL, IF CALLED FOR IN PLANS.
- CONCRETE OR RIP RAP LINED DITCH SHALL BE THE TYPE AND LENGTH SPECIFIED BY THE ROADWAY PLANS. THE DITCH SHALL
TERMINATE AS SHOWN ON THE PLANS. IF NO TERMINATION IS INDICATED PLACE RIP-RAP AT THE END OF THE DITCH AS INDICATED
BY STD. DWG. 876.02 FOR AN 18" PIPE. TRANSITIONS FROM THE DITCH TO TERMINATION SHALL BE AS DIRECTED BY THE ENGINEER.
- MODIFICATIONS SHALL BE AS DICTATED BY SITE CONDITIONS AND DIRECTED BY THE ENGINEER.
— REFERENCE NCDOT SPECIAL DETAIL MODFLMDTCH AND NCDOT SPECIAL PROVISION SPS R10
tl-J9l/
Kimley»>Horn Ro�NGINER5IGN
RALEIGH,NC]163W069 ���QN��Ovy4%
PE NO.F-010] = ��QQ Y. �
_ : SEAL , _
8„ 2'_q" MIN. �7/g" RADIUS
��:.4�;0�. .o,.o. ���v.�o.��` r�rl
SECTION A-A
8�� 2�_80 8,�
W� �
�;4,,00.0 0 0: �_° �_�
SECTION B-B
� 4, �,�
2 0"
v
s„ _ ,
� T( ji � j�,i' j�y�.i
y r v,,�;;r ��
RIP-RAP LINED DITCH

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See Sheet 7A For Zndex of Sleets
See 5leet iB Fo� Corrventional Plan Sl�et Symbols
TOWN OF SOUTHERN SHORES: RACHEL PATRICK
[phone]
NCDOT CONTACT: MOHAMMED MAHJOUB, EI
�919�707-6275
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
4 2 0 4 8
�� �
� DESIGN DATA
ADT 2008 = <400 VPD
ADT 2030 = <400 VPD
DHV = WA
D = WA
T = WA
V = 25 mph
DESIGN EXCEPTION:
WA
fUNCTIONAL CLASSIFICATION:
IOCAL COLLECTOR
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ILY�I V ILAJJl�dV �ll ll.LIL�ILIl�� 1L Al
DARE COU11tTY
LOCATI011L• BRIDGE 1110.17 OVER S1KOW GOOSE CANAL
0111 SOUTH DOGWOOD TRAIL
1.c. � B-5417 �
.,. a�,.� .....�.�o �
rtauso.l.1 Q ePZatu�a) I
C54502.1 BRZ-015413) RhY
\
NqpNC GR�O
B�SRS o�
TYPE OF WORK GRADING, PAVIIKG, DRAl11lAGE, A11ID STRUCTURE
ro �S �
PROJECT LEA'GTH
LENGTH OF ROADWAY TIP PROIECT 8-5417 = 0.0476 M/LE
LENGTH OF STRUCTURE TIP PROJECT B-5477 = 0.0273 MILE
TOTAL LENGTH OF TIP PltOJER B-5417 = 0.0689 MILE
PLAXS PREPARrsD FOR
THE NCDOT BY:
2012 STANDARD SPSCIFICATTONS
Kimley»>Horn
Qc �i. uwi��.�...
w
RIGNT OF WAY DATE: CECIL NARRON, P.E.
OCTOBER 2014 rno�acr eHCrvssn
LETTING DATE: MATlHEW WESi, P.E., AVS
JANUARY 2075 PRwecr nss�cx avc
ro e ooav000 rRa�
HS'ORAULICS ENGIN6ER
ROADWAY D6SffiN
ENG7NSER
D7VlS/ON OF ffiG
STATE OF NORTX 1
ao xo y
�E C�1
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6p '�!
�� iR�M

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INDEX OF SHEETS
SHEET NUMBER O 5 RIPTION
IA
IB
IC-I
2A-ITHRU 2A-5
2B-/
20-/
3
3B-I
3P-/
4
5
TMP-ITHRU TAIP-4
SIGN-I
EC-ITNRU EC-2
EC-3 THRU EC-6
UTL-I
UC-ITNRU UC-2
X-0
X-IA
X-ITHRU X-6
X-7 THRU X-8
5l THRU 529
SN
TI7LE SHEET
INDEX OF SHE£TS.GENERAL NOTES.AND
USr OF STANDAROS
CONVENT/ON.d1 $YMBOLS
SUMEY CONTROL SH£ET
TYPICAL 5£CTIONS,PAVEMENT $CH£OULf.AN�
MISCELLANEWS DETAILS
R0�7DWAY DETAIL SHfE7
ORAINM,E DETNL Sl/EET
SUMMARY OF IXIAN7?lES
EARThWORK SUMMARI'
PARCEL INDEX SHEEr
PLAN SHEfT
PROFILf SHEET
7RAFFIC MANAGEMENT PLANS
5/GNING SHEE7
EROSION CONTROL SHEfTS
EROSION CONTROL DETAILS
EXISTING UTILITY COOROINArION SHEET
UrIUTY CONSTRUCT/ON PLANS
CRO55 SECTiON INDEX
CRO55 SECTION SUMMN7Y SHEET
-L- SWTH OOGW000 TRAIL CRO55 S£CTIONS
-Y2- TALL PIN£ LANE CRO55 SfCTlONS
STRUCTURE PLANS
STRUCTUR£S STANDARO N07E5 SHEET
GENERAL NOTES
QUALITY OF WORK:
WORK IN THIS PROJECT SHALL CONFORN TO THESE PLANS.
THE LATEST ED?IONS OF THE NORTN CAROLINA DfPARTMENT
OF TRPNSPoRTATION fNCDOTiR0A0 STANDARDS AND
SPECIFICATIONS.TH£ NORTH CAROLINA EROSION AND SEDIMENT
COIJrROL NANOBOOK.THE NORTH CAROIJNA EROS/ON AND SE�IMENT
CONTROL REGULA7IONS.IN THE EVENT OF CONFUCT BE7W£EN
N✓Y OF THESE STANDARDS.SPECIFICA7/ONS.OR PLANS.rHE
NCDOT GUIDELINES SHALL GO✓ERN UNLESS OTHERWISE
NOTED IN THESE PLANS.
M�' DISCREPANCIES FIX1ND BETWfEN 7HE DRAWINGS AND SPECIFICA7/ONS
AIJO SIrE CONDI(IONS OR ANY INCONSISTENCIES OR ANBIGUITIES IN
ORAWINGS OR SPfCIFICATlONS SHALL B£ IMMEDIATELY REPoRTED
TO TH£ ENGINE£R.IN WRITING.WHO SHALL PROMP7LY ADORESS
SUCH INCONSISTENCIE$ OR AMB/GU?IES.WORK DONE BY THE
CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES,
INCONSISrENClES.OR AMBIGU/rlE$ SHALL BE DONE AT THE
CONTRAC70R'S RISK.
GENERAL NOTES CONTINUED
GENERAL NOTES: 2012 NCDOT SPECIFICATIONS
£FFECTN£r JANUARY 2012
DESCRIPT/ON OF WORK:
THE PROJECT CONSISTS OF THE REPLACEMENT OF THE SOUTH DOf>WOOD
BRIDGE fBRIDGE •/71 AND R£AIOVAL AND PLPCEMENT OF BULKHEADS IN
SNOW GOOSE CANA4A TRIBUTARY OF THE JEM' GU/riE CREEK IN DARE
CO!/NTY.SOUTHERN SHORES.NORTH CAROLINASPECIFIC IMPROV£MENTS
ARf DEr.NLED HER£lN.
ALL WORK $H/LLL CONFORN TO NORTH CAROLINA DEPARTMENT OF
TRANSPoRTA7ION $TANDAROS AND SPECIFICArlONS.
CONSTRUCT/ON SURVEYING:
N1 SUf7VEYlNG WORK REIX1/R£D FOR 7HE CONSTRUCTION OF
7'HIS PROJECT AND VERIFICATION OF lN-PLACE EARTHWORK
WANTlTIfS WI[1 BE PERFORAIfO 6Y A UCENSED NORTH
CAROUNA LAND SURVEYOR./T IS rHE RESPoNSIBILITY OF THE
CONTRAC70R TO CONTRpCr DIRECTLY WITH THE SUINEYOR
FOR ACL SURVEYING SERV/CES REIX//RED IX/RING CONSTRUCTION.
GRADE LINE:
('aRADING AND SUFFACING:
THE GRADE LINES SHOwN DEN07E THf FINISHED ELEVaTION OF
THE PROPoSED ROAOWAY SURFACf AT GR.aDf PoINTS SHOWN ON THE
7YPlCN. SECTION5.6RADE IJNES MAY BE AOJUSTED A7 THEIR BEGINNING
AND ENOING MID AT STRUCTURES AS DIRECTED BY THE ENGINEER /N
ORDER TO SECURE A PROPER 7/E-IN.
CLEARING:
CL£AR�NG ON rHIS PROJ£C7 SHALL BE PERFORMED r0 THE LIMITS
ESTABLISHED BY METH00 ll.
SUPERELEVATION:
N1 TRAN$?IONS SHALL BE CONSTRUC7ED AS SHOWN ON TH£ PLAN
AN� CRO55 SEC7ION SHEETS.CRO55 SLOPE TRAlJSiTi0N5 ARE TO BE
REVOLV£D ABIX/T THE GRADE POINTS SHOWN ON THE TYP/CAL SECTIONS.
CROSS SLOPE TRANS?IONS OCCUR ON TALL PINE LANE AT 7HE
INTERSECTION OF SWTH DOGWOOD TRAIL FND THf BEGINNING AND
ENDING OF CONSTRUCTION ON SOUlH DOGW000 TRAIL
S/DE FOADS:
THE CONTRACTOR WILL BE REOUIRED TO DO ACL NECESSARY WORK TO
PROVIDE SU/TABLE CONNECTIONS W?H ALL ROADS.STRE£TS.AND ORNES
£NTERING THlS PROJECT.THIS WORK WlLL BE PAID FOR AT THE
CONTRACT UN? PRICE FOR THE PARTICULAR ?EMS INVOLVED.
GEOTECNNICALINVESTIGATIONS:
SUBSURFACEPLANS:
LlMlTED SUBSURFACE IhYESTIGATIONS ARE AVAILABLE ON 7HI5 PROJECT
AND ARE INCLUDEO lN THE COA?RAC7 SPECIFICATIONS.THE CONTRACTOR
SHOULD MAKE Hl5 OWN ADDITIONAL lN✓£STIGATION INTO SUBSURFACE
COND?IONS A$ NECESSARI'.
END BENTS:
7HE ENGINEER SHALL CHECK THE SrRUCrURE END B£NT PLANS.
DETAILS.AND CRO55-SECTION PR/OR TO SETTING OF THE SLOPE STAKES
FOR THE EMBANKMENT OR EXCAVATION APPROFCH/NG A BRIDGE.
GENERAL NOTES CONTINUED
UiILIT/ES:
UTIUTY ONNfRS ON TNIS PROJECT AREr
WATER fDARE COUNTYI f25D 975-92%
POW£R fDOAIINION POWER! f2521256-2888
TELEPHONE fC£N7URY IJNK) f2521475-8265
CABLE (CHARTfRI f2521 48 9-119 9
R£WIRED RELOCATIONS OR AD.lUSTMENr OF EXISTING UTIL?IES ARE SHOWN
/N THESE PLANS !Sh'EETS UTC-I.UC-I AND UC-21 AND SHWLD BE
COORDINATED BY THE CONTRACTOR AS PMT OF rHIS PROJECT.
ALL RELOCATION OF UTIlJ7'lES SHNl BE COMPLETEO PR/OR TO BEGINNING
CONSTRUCTION ON THE BRIDGE STRUCTURE.
WATERWAY ACCE55:
CONTRACTOR SHALL RESrRIC7 N1 RECREATIONAL ACC£SS TO $NOW GOOSE
CM'PL WAT£RWAY DURING DEMO M'D CONSTRUCTION PBOVE WAT£f7WAY.
CONSTRUCTION IN-WATER MORATORIUM:
TH£ PROJEC7 AREA /5 WI7HIN AN INLANO PRIMNtY NURSERY AREA AND 70 THE
EXTENr OF WORK.AN IN-WATER MORATORIUM OF FEBRUARY /5 -
SEPrEMBER 30 WWLD BE REOUESTED TO M/NlMIZE IMPACTS TO AO!/ATIC
R£SWRCfS.
LIST OF 2072 ROADWAY STANDARD DRAWINGS
THE FOLLOWING ROADWAY 57ANDAR05 AS APPEAR IN 'RO?DWAY STANDARD ORAW/NGS'-
ROADWAY DESIfiN UN/! - NC OEPARTMENr OF TRANSPoRTAT/ON- RN.EICH,NG.
DATED JANUARY 2012 ARE APPUCABLE TO THlS PROJECT AI✓D BY REFERENCE HERfIN ARE
CONSIDERED A PART OF THESE PLANS.
STD.NO. DESCR/PTION
ONISION 2 - EARThWORK
200p2 YETH00 OF ClEAR/NG - YETH00 u
225D2 GU�DE FOR CRAD/NG SUBGRADE - SECONONn' AND LOCAC
ONIS/ON 4 - YA/OR STRUCTURES
422/0 REINFORCED BR/DGE APPAOACN FILLS
ONIS/OH 7- CONCRET£ PAVEYENlS AYO SHWlDERS
700D5 TYING PROPoSED PAVEYEM' TO EXISTING PAVENENT
DNIS/ON 8 - /NCIDENTW.S
B4802 ORNEWAT TURNp/T- RPD/US TYPE
84804 STRE£T TURNOUT
876A/ RIP RAP IN CHANNELS
ONIS/ON 9 - 5/GNING
9pJ2p WOOD S/GN PoSi
90�1J0 OR/ENTAT/ON OF GRWND NWNTED S/GNS
9p45p MOUNTIH6 OF TYPE 'D'.'E' ANO 'f' S/GNS ON '(Y CHANNEL Po5�5
pYlS/ON tl- l5'ORK ZONE TRAFFM CONfROL
IIOIO/ WORK ZONE ADVANCE wARNING S/GNS
n0/pJ TENPoRORY ROAD CLOSf/RES
IIO/JI TRAFF/C Q�N(ROL OES/GN TABLES
lI/OA/ STATIONARI' WORK ZONE S/GNS - YO(INTING HEIGHT & LATfRPL CLEARANCE
mOD2 PoRTABLE WORK ZONE $IGNS
11300/ OR(lY
II45A/ BARR/CAOES - TYPE-///
ONIS/ON l2 - PAVEWEh7 YARKINGS.MARKERS ANO DEIINEAT/ON
/264p/ OBJfCT NARKERS
1269A2 P[ACEMENT OF OBJ£C7 YARKERS
ONIS/ON /5 - 1?IL?lES
15/5AI WATER 4ETER
ON/SION l6 - EROS/ON COhTROI AHD AOADSIO£ OEVELOPNEN/
/$p5p/ TENPoRARY S/LT FENCE
1631O1 NATiING /NSTNIATION
; 1N
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; ��ac
:;y.,�
,'tjH!

Nvte: Not to J'eale
*S. U.E. = Subsurface Utility Engineering
BOUNDARIES AND PROPERTY.•
State Line —""—'°'-
CounTy Line
Township Line -
City Line
Reservation Line
Propeiiy Line —
ExisTing Iron Pin �
Property Corner
Property Mon�ment �
Parcel/Sequence Number 1z3
Fxisting Fence Line -x x—x-
Proposed Woven Wire fence
Proposed Chain Link Fence a
Proposed Barbed Wire Fence �
Existing Weiland Boundary ----"e----
Proposed Wetland Boundary ^°
ExisTing Endangered Animal Boundary E•a
Existing Endangered Plant Boundary F°°
Known Soil Contaminafion: Area or Site —�%— �
Poiential Soil Coniamination: Area or Site -- ?�, —�
BUILDINGS AND OTHER CULTURE.•
Gas Pump Vent or lYG Tank Cap o
Sign �
Well °
Small Mine x
Foundafion 0
Area Outline �
Cemefery n0�
Building L�
School L]
Church �
Dam
HYDROLOGY.•
S}ream or Body of Wafer --
Hydro, Pool or Reservoir `____]
Jurisdictional Siream —�5-- -
Buffer Zone 1 —ez � —
Buffer Zone 2 —a� z—
Flow Arrow F-----
Disappearing Sfream >—
Spring o` -"�--"
Wetland �
Proposed Laferal, Tail, Head Ditch �
False Sump m
�°1[°A°7[°lE �lF N�]Eg"l�[°1H[ �A1Eg��,�IeTA
���V����N �1F 1H[���3[�.���
CONVENTIONAL PLAN SHEET SYMBOLS
RAILROADS.•
Standard Gauge �x rR�
RR Signal Milepost ,,,,�Po „s
Switch �
RR Abandoned � � � �
RR Dismantled -
RIGHT OF W.9Y.•
Baseline Confrol Point �
Existing Right of Way Marker �
Existing RighT of Way Line -
Proposed RighT of Way Line —�
Proposed Right of Way Line with �
Iron Pin and Cap Marker
Proposed RighT of Way Line with �
Concrete or Granite WW Marker
Proposed Control of Access Line wiTh �
Concrete C/A Marker
Orchard
Vineyard
EXISTING STRUCTURES.•
MAIOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved DiTch Guiter
Storm Sewer Manhole
Exisfing ConTrol of Access _��_ Storm Sewer
Proposed ConTrol of Access —�
UTILITIES.•
Exisiing Easement Line --E—_—
Proposed Temporary Construdion EasemenT- —E . POWER:
Proposed Temporary Drainage EasemeM— ToE— Existing Power Pole
Proposed PermanenT Drainage Easement— —poe Proposed Power Pole
Existing JoinT Use Pole
Proposed Permanent Drainage / Utilify EasemenT—oue
Proposed Permanent UTility Easement PuE— P�oposed Joint Use Pole
Proposed Temporary UTility EasemenT TuE Power Manhole
Proposed Aerial Ufility EasemenT —quE POWBr Line Tower
Power Transformer
Proposed PermanenT Easement with O �yti', power Cable Hand Hole
Iron Pin and Cap Marker
ROADS AND XELATED FF,.9TURES.• H-Frame Pole
Existing Edge of Pavemeni Recorded UK'i Power Line
ExisTing Curb _____ Designated lLG Power Line (S.U.E.')
Proposed Slope Stakes Cut --- �---
Proposed Slope Stakes Fill --- F---
Proposed Curb Ramp cR
Existing MeTal Guardrail ' "
Proposed Guardrail T '
Existing Cable Guiderail "
Proposed Cable Guiderail " "
EqualiTy Symbol �
PavemenT Removal �
I�EGETATION.•
Single Tree �
Single Shrub °
Hedge ,.`", ""_""""'''
Woods Line '�"�"�"�"'�"
TELEPHONE:
Q f3 S] Fi
vioayara
rorvc
— , coHC ww (
caHC xw
�--------�
� ce
O
•
•
O
�
n
.--.
Exisiing Telephone Pole �
Proposed Telephone Pole 'o-
Telephone Manhole �T
Telephone Booth 0
Telephone Pedestal �
Telephone Cell Tower �.
lLG Telephone Cable Hand Hole "�
Recorded IA�G Telephona Cable '
Designated lL� Telephone Cable (S.U.E.*)- --'----
Recorded lY� Telephone Cond�iT "
Designated lLT'i Telephone Conduif ($.U.E.`j- ---'°----
Recorded lY� Fiber OpTics Cable "°
Designafed lLG FiberOpticsCable (S.U.E."r ---��°---
WATER:
Water Manhole �
Water Meter °
Water Valve �
Water Hydrant �
Recorded lL% Water Line '
Designated UKe WaterLine (S.U.E.'r-- ----�
Above Ground WaTer Line "'� "'
rv:
TV Satellite Dish �
TV PedesTal �
N Tower �
lLr, TV Cable Hand Hole "�
Recorded WG N Cable '°
Designafed llU TV Cable (S.U.E.') _ _ _ _.,
Recorded W�G Fiber Optic Cable ,°'
Designated lLti'i Fiber Optic Cable (S.U.E.`r ---*°'
GAS:
Gas Valve 0
Gas MeTer �
Recorded lL� Gas Line `
DesignaTed U-f� Gas Line (S.U.E.') ---°
Above Ground Gas Line �" �
SANITARY SEWER:
Sanitary Sewer Manhole C
Sanitary Sewer Cleanout C
lL� Sanitary Sewer Line ��
Above Ground Sanifary Sewer a�� sa��*a�
Recorded SS Forced Main Line ��
Designated SS Forced Main line (S.U.E.*) -----��
MISCELLANEOUS:
Utility Pole �
Utility Pole with Base C
Utility Located Object e
Ufility Traffic Signal Box C
Utility Unknown ILL, Line N
lLG Tank; Water, Gas, Oil �
Underground STorage Tank, Approx. Loc. — us
AK4 Tank; Water, Gas, Oil �
Geoenvironmenial Boring �
lL� Test Hole (S.U.E.*) Q
Abandoned According to UtiliTy Records — qq�
End oflnformafion Ei

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= 425.34'
-GPS- 2
N: B78/0854 E:2%2036.48
ELEV.=I.90'
-L- STA 14+5g,36 lOFF 91976'LTJ
��
8 QyN
Kimley>» Horn
P.O.BOx 33068
RMEIGH, N.Q 1J696-9060 pE n0. f-Oio
THE LOCALIZE� COORDINATE SYSTEM OEVELOPED FOR THIS PROJECT
IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY
OTHERS FOR MONUMENT "GPS-t"
WITH NAD 83 (2011) STATE PLANE GRID COOR�INATES OF
NORTHINC: 877707.3491ft) EASTING: 2962048.515(ftl
ELEVATION: 1.58(ftl
THE AVERAGE COMBINEO GRID FACTOR USED ON THIS PROJECT
(GROUND TO GRID) IS: .0.99999301
THE N.C. LAMBERT GRID BEARING AND
LOCALIZED HORIZONTAL GROUN� DISTANCE FROM
"GPS-1" TO -L- STATION 10+00.00 IS
N 86° 26' 11" E 425.34'
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES
��rnr�ru net�u� uern �e A�eVn oG
POINT DESC.
1 GPS-1
2 GPS-2
5 BL-5
4 BL-4
3 BL-3
NORTH
877�707.35
878,108.54
877,959.02
878�116.55
878�308.89
EAST ELEVAT[ON
2,962,048.52 1.58
2�962�036.48 1.90
2�962�495.63 11.38
2,962,449.29 12.05
2�962�436.04 11.11
�*x THIS SHEET NOT TO SCALE �xM
L STATION OfFSET
OUT OF ALIGNMENT LIMITS
OUT OF ALIGNMENT LIMITS
12+25.35 11.96'
13+87.55 14.86'
15+78.25 13.49'
P!N SHEEf
;���Q ��� �Gy9 "=
� ``QSEAL��'': =
= ' 029876 ' -
;�`. i� -`
'o4j�NCINF�`ce�i�'� `
, TyfIY�� S �O'
SEE SMEE7N0. 4 FOR •L• PLAN
SEE SHEET NO. 0 FOR •Y2- PLM
SEE SNEET NO. 5 FOR •L- PROFIi
SEE SNEEi NO. 5 FOR •Yl- PROI
TTTTT�
smm�.,..
TBM 1
BL STA 7+93.91
0/S 47.03' LT.
ELEV.=10.58'
RR SP[KE [N BASE OF 36" OAK
wwwwwwwwwwwwwwwwwwM1m

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EXIST !
SOUTH DOGWOOD TRAIL
EXIST
O
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EXISTING
GROUND EXIST i EXI�T
— — — _ _ --�---
`-------- ---- - --' --------
EXISTING
GROUND
��i7,��� ��nn���o�
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i
U V V U
TYPICAL SECT/ON NO. 1
-L- STA 12+66D08 TO STA 12f82.23
VARIES I 3'
���
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�
EXISTING
GROUND
SOUTH DOGWOOD TRAIL
�
5' PS
O
m
TYPICAL SECT/ON NO. 2
-L- STA 12+82,23 TO STA 13+88.75 (BEGIN BRIDGE)
O-L- STA 15+0/.25 (END BRIDGEJ TO STA 15+86.00
EXISTING
GROUND
Kimley»>Horn
P.O. BOX 33�68
RAIEIGH, N.G 1)636J068 v[ NO. i-O�o
FUTURE PLANS:
TNE TOWN OF SOUTNERN SHORES IS COORDINATING
DESIGN ON A SEPARATE PROJECT FOR FAIFWAY ORIVE
DURING TNE DESIGN OF THESE PLANS. PLEASE
COORDINATE WI7H F/ELD ENGINEER DURING
CONSTFUCT/ON.
C�
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C3
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ROADWAT UESIGN
ENGINFER
?'?�v�c��0 v%9 `:
= : SEAL�'' =
- � 029876 ' -
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NOTES:
1. PAVEMENT EDGE SLOPES AFE 1; 7 UNLE.
OTHERWISE NOTED
2. SEE PLANS FOR SPECIFIC TAPER LOCAT/1
3. SEE MATCH LINE SECTIONS FOR EXCEPTI
TO STAT/ON LIMITS
4. PAVED SHOULDER LOCATIONS WILL VAf
SEE PLANS FOR SFECIFIC LOCATION DE7
PAVEMENT SCHEDULE
PROPOSED MPROX. I-l/2' ASPHPLT CONCRETE SURFACE CWRSE 7YPE 5958,
AN AVERAGE RATE OF l68 lBS. PER 50. YD.
PROPoSED APPROX. 3' lSPHALT CONCRETE SURFACE COURSE TYPE S95B, AT
Ml AVERPGE RATE OF 168 lBS. PER SO. YD. IN EACN OF 7W0 LAYERS.
PROPoSED VAR. DEPrH
fJJ AVERPGE RA7"E OF i
lN LAYERS NOT LE55 Ti
SURFPGE COURSE.TYPE S95B,/
�R I' DEPTH. TO BE PLACED
GREATER THAN 2'lN DEPTH.
PROPOSEO MPROX. 4' ASPNALT CONCRETE lNltHMtolAlt Gvuttst irrt �iau
AT Ml AVERM,E RATE OF 456 LBS P£R 50. YD.
PROPoSED VAR. DEP7N ASPHPLT CONCRE7E lA7ERME0/ATE CO(/RSE.7YPE ll9
hY AVERAGE RATE OF ll4 lBS. PER SQ. YD. PfR Y DEPTN TO BE PLPGED
lN LA1'ERS NOT LE55 THAN 25'OR GREATER THAN 4'lN DEPTN.
PROPOSED APPROX.4'ASPHPLT CONCRETE BASE COURSE 7YPE B25AB,AT
M' AVERAGE RATE OF 342 LBS.PER SO.YD.
PROPOSED
Ml AVERX
lN LAYERS
EARTH MATERIAL
EXISiING PAVEMEf✓�
MILLING ASPHALT PAVEMENT,l5'DEPTH
N/ VPRIPBLE OEPTH ASPH?LT PAVEMEN! fSEE OET?1L W21
tlLDUtl, Al
PLACEO

42" VERTICAL CONCRETE BARRIER RAIL
SEE STRUCTURES PLANS
CORED SLAB STRUCTURE
ExisriNc
GROUND
0
N
/i—�n
� SOUTH DOGWOOD TRAIL
Ca 3' CONCRETE CORED SLAB UNITS = 33'
/5' i /8'
//' � //' 5'-9"
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0.02
0.02
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TYPICAL SECTION NO. 3
-L- STA 13f88.75 (BEGIN BRIDGE)
TO STA 15+0/,25 (END BRIDGE)
2 BAR METAL RAIL
SEE STRUCTURES PLANS
(TYPICAU
� SOUTH DOGWOOD TRAIL
TYPICAL SECT/ON NO, 4
-L- STA 15+86.00 TO STA 16+30,00
EXISTING
GROUND
C�
C2
C3
Q�
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Kimley>»Horn ENGINEERy/'
ROADWNY DESIGN
P.O. BO% 33068 .�Q� �CARpUy„
W.LEIGH, N.C. D6J6-3068 PE NO. R-01@ �\?' N��O'�i••9''
= i ° SEAL ': =
= ` 029876 � `
; q�E�NS���y�,�
NOTES:
1. PAVEMENT EDGE SLOPES ARE 1:7 UNLE
OTHERWISE NOTED
2. SEE PLANS FOR SPECIFIC TAPEF LOCATI
3. SEE MATCH LINE SECTIONS FOR EXCEPT
TO STATION LIMITS
4. PAVED SHOULDER LOCATIONS WILL VA.
SEE PLANS FOR SPECIFIC LOCATION DE'i
PAVEMENT SCHEDULE
PROPoSED APPROX. l-l/2' ASPHALT CONCRETE SURFACE CWRSE 7YPE 595E
PN AVERAGE RATE OF 168 LBS. PER S0. YD.
PROPOSED PPPROX. 3' ASPH?LT CONCRETE SURFACE CO(/RSE 7YPE S95B, A7
PN AVERAGE RATE OF l68 lBS. PER SQ. YD. lN EACH OF 7V/0 LN'ERS.
PROPOSED VFF.DEP7H
Ml AVERAGE RATf OF i
lN LAl'ERS NOT LESS 7/
avunse, i me aa�o..
�H. TO BE PLACED
THAN 2' lN DEPTH.
PROPoSED MPROK 4' ASPHALT CONCRETE IATERMEDIATE COURSE 7YPE ll9L
AT M' AVERAGE RATE OF 456 LBS. PER S0. YD.
PROPoSED
PN AVERN
PROPoSED PPPROX. 4' ASPNKT CONCRETE BASE COURSE TYPE B25AB, AT
PN AVERAGE RATE OF 342 LBS.PER SQ.YD.
PROPoSED VM. DEP7H ASPHALT GbNCRETE BASE CWRSE, 7YPE d'1501i, Al
AN AVERAGE RATE OF ll4 IBS. PER 50. YD. PER Y DEPTH TO BE PLACED
lN LN'ERS NOT LESS THAN 3'OR GREATER 7HPN 55'lN DEPTH.
EARTN MATERIPL
EXISTING PAVEMEN!
MllLNG ASPHPLT PAVEMENT, lS DEPTN
VAI7/ABLE DEPTN ASPHN.T PAVEMEAT lSEE DETFIL W21

EXISTING
GROUND
�
TALL P/NE LANE
TYPICAL SECTION NO. 5
-Y2- STA 10+48,00 TO STA 11+03.84
EXIST/NG
GROUND
C�
C2
C3
D/
D2
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Kimley»>Horn ENGI�ERQ/7
ROMWAT DFSIGN
RALEI Mx N.C.62J63W068 � `�Q�`�04�y �'%.
Pf NO. f-010] ; `?•�Q� � .9 '
€ : ° SEAL f ��. '
� ` 029876 ' `
�4lyfW�S.��y~\;
NOTES:
1. PAVEMENT EDGE SLOPES ARE 1:1 UNLE;
OTHERWISE NOTED
2. SEE PLANS FOR SPECIFIC TAPER LOCATI(
3. SEE MATCH LINE SERIONS FOR EXCEPTI
TO STATION LIMITS
4. PAVED SHOULDER LOCATIONS W/LL VAF
SEE PLANS FOR SPECIFIC LOCATION DET
PAVEMENT SCHEDULE
PROPoSED APPROX. l-l/2' ASPHALT CONCRETE SURFACE COURSE 7YPE 5958.
FN AVERAGE RATE OF l68 lBS. PER 50. YD.
PROPoSED MPROX. 3' ASPHALT CONCRETE SURFACE COURSE TYPE S95B, AT
PN AVERPGE RATE OF 168 (BS. PER 50. YD. lN EACH OF iW0 LAYERS.
PROPOSEO VAR.DEPTH ASPHALT CONCRETE SURFACE COURSE,7YPE S95B.A
PN AVERAGE RATE OF Il2 LBS. PER SQ. Y0. PER P DEPTH. TO BE PLPGED
lN LAYERS NOT LE55 THAN 15'lN DEPTN OR GREATER THAN 2'lN DEPTH.
PROPoSEO APPROX. 4' ASPHAL7 CONCRETE IATERMEDIATE COURSE 7YPE 119AE
AT AN AVERAGE RATE OF 456 fBS. PER SO.YD.
PROPoSED VAR. DEPTH ASPHALT CONCRETE IATERMEDIATE CWRSE, TYPE 119a
AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER P DEPTH TO BE PLACED
lN LN'ERS N07" LESS THAN 25'OR GREATER THAN 4'lN DEPTH.
PROPoSEO ?PPROX. 4' ASPHALT CONCRETE BASE COURSE 7YPE B25AB, AT
AN AVERAGE RATE Of 342 LBS. PER 50. YD.
east c�urrse, i rrc tlZDLtl, Al
PER POEP7H TO BE PLACED
�HM! 55' lN DEPTH.
EARTH MATERIFL
EX157/NG PAVEMEM'
MILUNG ASPHACT PAVEMEN7�,15'DEPTH
VFRIPBLE DEPTH ASPHPL7 PAVE�IEM17 lSEE OETNL W21

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PAVEMENT
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L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ U _ _ �
-L- MILL 20'
-Y2- MILL /0'
0 AS D�RECTED
BY ENGINEER
DETAIL W1 - MILLING DETAIL
REBUILD ALL GRAVEL DRIVEWAYS
USING 6" ABC.
k 5'RADIUS
¢ TIE TO EXISTING
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IL _ _ _ _ _ _ -} _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
f� E2
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DETAIL W2 - METHOD OF WEDGING
OF PAVED SHLD.
OF TR.4VEL WAY
*ORASSHOWN ON PLAN SHEEfS
DETAIL W3 (TYPICAL GRAVEL DRIVEWAY TURNOUT)
REBUILD ALL CONCRETE DRIVEWAYS
USING b" REINFORCED CONCRETE >
OVER 6" ABC. � U 3 TIE TO EXISTING
zi �
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�C 5' RADIUS 5' RADIUS �t EDGE OF PAVED SHLD.
EDGE OF TRAVEL WAY
*OR AS SHOWN ON PLAN SHEEfS
DETAIL W4 (TYPICAL CONCRETE DRIVEWAY TURNOUT)
��
MILL AND OVERLAY -
TIE NEW PAVEMENT
TO fXl$TING
""""""' _ _ _ _ "'
EXISTING PAVEMENT � NEW PAVEMEN7 - FULL DEPTH
fSEE CORRESPONDING 7YPICAL SECTION
�.�.����r c��or��in FOR REOUIRED PAVEMENT STRUCTUREJ
DETAIL 57 - SAWCUT DETAIL
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WLKHEAO REMOVAL LOCATI
DETAIL 3 - BULKHEAD REMOVAL
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PROPOSED MPROX.I-l/2' ASPHALT CONCRETE SURFACE COURSE TYPE 5956
Ml AVERAGE RATE OF I6B lBS. PER 50. YD.
PROPoSED MPROX. 3' ASPHPL7 CONCRE7E SURFACE CWRSE 7YPE 59SB. AT
AN AVERPGE RATE OF l68 lBS. PER S0. YD. lN EACH OF TWO W ERS.
PROPOSEO VAR.DEPTN ASPHAI7 CONCRETE SURFACE COURSE.7YPE 5958.�
?N AVERPGE RATE OF ll2 l9S.PER SO.YD.PER CDEP7N.T0 BE PLPCED
lN W ERS NOT LE55 THM! l5' lN DEPTH OR GREA7ER THAN 2' lN OEPTH.
PROPOSED APPRON. 4' ASPHALT CONCRETE U/rERMEOIATE COlIRSE 7YPE 119a
AT Ml AVERAGE RATE OF 456 lBS. PER SO.YD.
PROPoSED VPR. DEPTH ASPHALT CONCRETE INiERMEOIATE CO(/RSE, 7YPE Il5
AN AVERAGE RA7E OF ll9 lBS. PER S0. YD. PER P DEPTH TO BE PLACED
lN WERS NOT LE55 THAN 25'OR GREATER THAN 4'lN OEPTH.
PROPoSED APPROX. 4' ASPHALT CONCRE7E BASE COI/RSE lYPE B25AB. AT
M' AVERAGE RATE OF 342 fBS.PER SO.YD.
IN LA1'ERS NOT LE55 TNAN
EARTH MATERIAL
EXISTING PAVEMEA7
CONCRETE BASE COURSE,7YPE B250B,AT
R S0. YD. PER I' DEPTH TO BE PlKED
GREATER THPN 5a^ lN DEPTH.
Mll/JNG ASPH4LT PAVEMEAT,l5'DEPTH
N/ VARIABLE OEPTH ASPHALT PAVEMEAT fSEE DETAIL W21

DETAIL 4- MODIFIED CONCRETE FLUME DETAIL
END CONCRETE OR RIP—RAP DITCH
AT CONSTRUCTION LIMITS �
SEE ROADWAY PLANS — —
I
I
4 12" 6 �
nnwn Reac I
2'
SEE RDY. PLANS
DOWNGRADE OR SAG
OUTLET
WATER 1���� WATER
FLOW FLOW
FLOW DIVERSION
�A
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SHOULDER—�"
MODIRED CONCRETE FLUME
PAY LIMITS — PER EACH
PLAN VIEW
4�_p�,
+� ,jr_Q�i
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PAVED DITCH SECTION C-C
FLUME
BRIDGE
APPROACH SLAB
8" X 4" LIP CURB
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OUTLET
1 '�
WATER � � FLOW DIVERSION
FLOW � O
SAG DOWN GRADE
FLOW DIVERSION EXAMPLES
NOTES:
- CONSTRUCT MODIFIED CONCRETE FLUME AND SHOULDER BERM GUTTER IN ACCORDANCE WITH THIS DETAIL.
- CONSTRUCT CONCRETE DITCH IN ACCORDANCE WITH STD. DWG. N0. 850.01.
- CONSTRUCT RIP RAP LINED DITCH IN ACCORDANCE WITH THIS DETAIL, IF CALLED FOR IN PLANS.
- CONCRETE OR RIP RAP LINED DITCH SHALL BE THE TYPE AND LENGTH SPECIFIED BY THE ROADWAY PLANS. THE DITCH SNALL
TERMINATE AS SHOWN ON THE PLANS. IF NO TERMINATION IS INDICATED PLACE RIP-RAP AT THE END OF THE DITCH AS INDICATED
BY STD. DWG. 876.02 FOR AN 18" PIPE. TRANSITIONS FROM THE DITCH TO TERMINATION SHALL BE AS DIRECTED BY THE ENGINEER.
- MODIFICATIONS SHALL BE AS DICTATED BY SITE CONDITIONS AND DIRECTED BY THE ENGINEER.
— REFERENCE NCDOT SPECIAL DETAIL MODFLMDTCH AND NCDOT SPECIAL PROVISION SPS R10
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IIDdVISI�N �1F 1H[I�I][WA��
EARTHWORK SUMMARY
IN CUBIC YARDS
UNCLASSIFIED
LOCATION EXCAVATION UNDERCUT EMBT +% BORROW WASTE
-L- AA 12+66.08 TO STA 13+88.75 lBEGIN BRIOGEI 16.5 98 BL5
-L- 57A l5+O125 (END BRICGEJ70 57A 16+30.00 14.q 70 55.6
-YZ- STA 10+25.00 r0 STA II+00.03 3.5 53 q9.5
BULKHEAO STA /0+35 70 57A 11+10 5532 0 0 5532
SUB-rOTAL 587 22l 186b 5532
LOSS OUE TO CLEl+RING AND GRUBBING -SI -5l
EAR7H WASTE TO REP[ACE BORROW -p6 -06
ADOIrIONAL UNOERCUT 3l 40
TOTAL 536.6 3/ 0 377.6
SAY 590 3/ 0 380
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controcf lump sum price for "Grading:'

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PARCEL I11lDEX
PARCEL NO. SHEET NO. PROPER7Y OWNER NAME
1 4 PATRICK F. PHELPS
2 4 VICTORIA AJACKSON
3 4 SOUTHERN SHORES CIVIC ASSOCIATION
4 4 DAVID M. SHIELDS
5 4 JAMES F. STEPHENS
6 4 NICOLE CLOSE
7 4 ANN D. PALMER TRUSTEES
8 4 MEGAN C. BELL
9 4 RICHARD G. CARROLL
10 4 SUSANNA E. NORRIS
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BEG/N SiATE PROJECT B-5417
BEGIN CONSiRURION
BEGIN MILLING AND RESURFACING
T/E PROPOSED PAVEMENT TO EX/STING
BEG/N GRADE
BEG/N W/DENING
-L- STA 14t19
BEGIN REMP/AL OF
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-L- -Yl- -Y2-
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�= l5'09'54llLTl p= I833'09.4fRT1 �= 2f5M11.3`lRTI
D= IO'25' 02J' D= 2838' 52.4 D= 7623' 39T
L= 14557' L= 6476' L= 2Bb7'
T= 7321' T= 32b6' T=/45Y
R= 550.00' R= 200.00' R= 75A0'
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SEE CROSS SECl/ONS FOR
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SEE SHEETS NO. 5-1 1NRU 5•23
- FOR SipURURE YLANS
- SEE SHEE15 NO. UGi 1NRU UG7
_ FOkUiNTYCONSTNUR/ONP
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TB PROPOSED PAVEMENT
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PLA11t FOR PROPOSED
TRAFFIC C011tTROL, MARKI11tG � DELI11lEATI011t
DARE CO U1�TY
ROADWAY STAIVDARD DRAWI11lGS
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "HOADWAY STANDARD DRAWINGS" -
PflOJECT SEHVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
DATED JANUARY 2012 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE
CONSIDERED A PAHT OF THESE PLANS:
STD. N0.
903.20
904.10
904.50
1101.01
1101.03
1101.11
1110.01
1110.02
1130.01
1145.01
1264.01
1264.02
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TITLE
WOOD SIGN POST
ORIENTATION OF GROUND MOUNTED SIGNS
MOUNTIN� OF TYPE 'D', 'E' AND 'F' SIGNS ON 'U' CHANNEL POSTS
WORK ZONE ADVANCE WARNING SIGNS
TEMPORARY HOAD CLOSURES
TRAFFIC CONTROL DESIGN TABLES
STATIONAHY WORK ZONE SIGNS
PORTABIE WOHK ZONE SIGNS
DRUM
BARRICADES
OBJECT MARKERS - TYPES
OBJECT MARKERS - INSTALLATION
I11lDEX OF SHEETS
SHEET N0.
TMP-7
TMP-2
TMP-3
TMP-4
TITLE
LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS,
LEGEND AND INDEX OF SHEETS
PHOJECT NOTES
PHASE I
DETOUR
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LEGE11tD
GENERAL
� DINECTION OF TRAFFIC FLOW
�- NORTH ARROW
— PROPOSED PVMT. ---•----• EXIST
WORK AREA
HEMOVAL OF EXISTING PAVEMENT
TRAFFIC CONTROL DEVICES
I TYPE I BARRICADE
I[ TYPE II BARRICADE
m TYPE III BARRICADE
� CONE
� DRUM OO SKINNY DRUM
\� FLASHING ARROW PANEL (TYPE C)
� STATIONARY SIGN
IQ PORTABLE SIGN
p STATIONAHY OR PORTABLE SIGN
.,N� CftASH CUSHION
� CHANGEABLE MESSAGE SIGN
�� TRUCK MOUNTED IMPACT ATTENUATOR (TH
� POLICE
� FLAGGER
PAVEMENT MARKINGS
Q CRYSTAL/CRYSTAL PAVEMENT MARKEH
� YELLOW/YELLOW PAVEMENT MAflKER
� CRYSTAL/RED PAVEMENT MARKER
� �� PAVEMENT MARKING SYMBOLS

MANAGEMENT STRATEG/ES
CONSTflURION SUMMARY:
PROPOSED -L- (SOUlN DOGWOOD IRAIL) WILL BE CONSiRURED USING AN OFF3IiE
DETOUR. BARR/CADES WILL BE REQUIRED FOR PR07EC710N OF TNE WORKAREA
AND CONSTRURION Of TNE BR/DGE OVER TNE EXI571NG CNANNEL.
GENERAL NOTES
CNANGES MAY BE REQUIRED WNEN PNYSICAL DIMENS/ONS IN 7HE DETAIL
DR/IWINGS, STANDARD DETAILS, AND ROADWAYDEiqILS ARE NOT ATTAINABLE
TO MEET F/ELD [ONDITIONS OR RESULT /N DUPLICATE OR UNDESIRED
OVERLAPPINGOFDEV/CES. MOD/FICATIONMAY/NGLUDE:MOV/NG,
SUViIEMENi/NG, COVERING, OR REMOVAL OF DEVICES AS D/RERED BY iHE
ENGINEER.
TNE FOLLOW/NG GENERAL NOTES APPLYA7ALL T/MES FOR THE DURATION OF
TME CONSTRUCTION PROJER EXCEYT WHEN OiHERWISE NOlED /N7HE PIAN
OR DIRERED BY �HE ENGINEER.
A) REMOVE LANEGLOSURE DEVICES FROM 7NE IANE WNEN WORK IS NOi BEING
PERFORMEO BENIND TNE LANE QOSURE OR WNEN A LANE CLOSURE /S NO
LONGER NEEDED OR AS DIREC7ED BYTNE ENGINEEF.
B) WNENPERSONNELANO/OREQUIPMENi/IREWORKINGW/TNINiSFlOFAN
OPEN TRAVEL IANE, CLOSE iNE NEAREST OPEN SNOULDER USING ROADWAY
STANU/IRD ORAWING NO. 1 f01.00 UNLE55 7NE WORK AREA /SVROTECIED BY
BARR/ER OR GU/1RORA/L ON A LANE CLOSUflE IS INSiALLED.
C) WNEN PEfl50NNEL ANO/OR EQUIPMENT AREWORKING ON THE SHOULDEF
AD/ACENT TO AN UNDIVIDED FACILIiYMID WITNIN 5 F70FAN
OPEN TRAVEL LANE CLOSETNE NEARESiOVENTRAVEL LANE USING ROADWAY
STANDARD ORAW/NG NO. 1 f01.01 UNLE55 iHE WORK AREA IS PROTERED BY
BARR/ER ON GUARORAIL.
WNEN PERSONNEL AND/OR EQU/PMEN7/IRE WORKING ON 1HE SMOULDEN
IID/ACENT 70 A ONIDED FAGILITY AND WIiHIN 70 FT OFAN OPEN
TRAVEL LANE [LOSETNE NEAREST OPEN TRAVEL LANE USING RO/IDWAY
STANDARD ORAWING NO. 1 f07.01 UNLE55 TNEWORK AREA IS PROIEREO BY
BARR/ER OR GUARORA/L.
D) WNEN PERSONNEL AND/OR EQUIPMENT ARE WORKING W/TNIN A LANE OF fRI1VEL
OFAN UNON/DED OR DIV/OED FNCILITY, CLOSE fNE LANE ACCORD/NG i0
THETRAFPIC CONIROLVLANS, ROADWAYSTANDARD DRAW/NGS, OR AS D/RECTED
BYTNE ENGINEER. CONDUR7NE WORK SO TNAT ALL PERSONNEL AND/OR
EQUIPMENf FEMA/N WIiHIN THE CLOSED TRAVEL LANE.
E) DONOiWORKSIMULTANEOUSLYWI7NIN75FTONBOTXSIOESOFANOPEN
TRAVELWAY, RAMP, OR LOOP WITNIN TNE SAME LOCAT/ON UNLESSVROTERED
W/iNGU/IRORAIL OR BARRIER.
F) BACKFILL AiA 6: f SLOPE UPTO TNE EOGE AND ELEVAiION OF EX/ST/NG
YAVEMENi/N AREAS ADIACENT i0 AN OGENED TRAVEL LANE THA7HA5 AN
EDGE OF PAVEMENT OROP•OFFAS FOLlOWS:
BACKFILL DROP-0FFS THAT EXCEED I INCNES ON ROMWAYS W/fN
YOSTED SPEED L/MIiSOFOS MPN OR GREATER.
BACKFILL OROP-0Fi51HAT EXCEED 31NCNE5 ON RO/IDWAYS WIiN
POSTED SPEED LIMITS LE55 iXAN 45 MPN.
BACKFILL WITN SUI7ABLE COMPARED MAiERIAL, /IS /IPPROVED BYTNE
ENGINEER, Ai NO EXPENSETO TNE DEPARTMENT.
G) DO NOT EXCEED A DIFFERENCE OF 3/NCNES IN ELEVATION BETWEEN OPEN
LANES OF7RAFFIC FOR NOMINAL LIFIS OF i.51NCNE5. INSTALL AOVANCE
WMN/NG •UNEVEN UINES SIGNS (W8-11) 100 FEET IN ADVANCE ANO A
MINIMUM OF EVERY HALFMILE TNROUGNOUT TNE UNEVEN RREA.
N/ NOiIFYTNE ENGINEER TWENTYONE (�7) CALENDAR DAYS PRIOR TO ANY
TRAFF/C PATIERN AL7ERATION.
SIGN/NG
1) /NSiALLADVANCEWORKZONEWARNING9GN5WNENWORKISWIfNIN
00 Ff FROMTHE EOGE OFTRAVEL LANE AND NO MORE iN/W 7NREE
(3) DAYSVRIOR TO iHE BEGINNING OF CONSiRUCT10N.
J) PNOV/DE SIGNING AND DEVICES
REQUIRfD TO QOSE TNE ROAD ACCORD/NG TO TNE ROAOWAY STANDARC
DRAW/NGS AND 7RAFFIC CONTROL PLANS.
PROV/DE SIGN/NG REQUIRED FOR
THE OFF-SI7E DETOUR ROUTE AS SHOWN IN THE 7RAFFlC CONTROL YLANS.
K) COVEF OR REMOVE ALL 5/GNS AND DEV/CES REQUIRED
TO CLOSE TNE ROAD WNEN ROAD CLOSURE IS NOi IN OVERAT/ON.
COVER OR REMOVE ALL SIGNS REQUIRED FOR iHE OFf-517E
DE70UR WNEN THE OEiOUR IS NOT IN OPERATION.
LJ ENSUREALLNECESSARYSIGNINGIS/NPLACEPRIOR70AL1ERINGANY
TRAFRC PATlERN.
TRAFFIC CONiBOL DEVICES
M) WNEN IANE GLOSUNES ARE NOT IN EFFER SPACE CN/INNELIZING OEV/CES IN
WORKAREAS NO GREATER /N FEET TN/W TW/CETHE PoSlED SPEED LIMIT
(MiN) EXCEYT, f 0 FlON-CENiER IN RADI/, /IND 3 FiOFFTNE EOGE OFAN
OPEN TRAVELWAY. REFEft TO STANDAFD SPEC/iICATlONS FOR ROADS AND
STRURURES SEC7/ONS f 730 (DRUMS), 7135 (CONES) MID 7180
(SKINNYDRUMS) FORADDI710NAL XEQUIREMENTS.
N) PLACE TYPE III BARRICAOES, W/iH •ROiIO CLOSED' SIGN Ri f-S
ATTACNED, OF SUFF/CIEN7 LENGTN TO CLOSE ENTIRE ROADWAY.
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PAVEMENT MARK/NGS AND MARKERS
O) T/E PFOPOSED PAVEMENT MAFKING LINES TO EX6T/NG PAVEMENT MARKING
LINES.
P) TNE FROJECT AREA IS W/iNIN AN INUINU PRIMARY NURSERYAREAANO TO TNE
EMEN70FWOR1� AN /N-WATER MORATOR/UM Of FEBRUARY 15 -
SEPTEMBER 30 WOULD BE REpUE57ED i0 M/N/MIZE IMPACTS 70 AQUATIC
RESOURCES.
MISCELLANEOUS
� CONTRACTOF IS FEQUIREU 70 COORD/NATE W/TH iHE iOWN REGARDING ANY
SPEOIIL EVENTS TNAT MAY /MPARTNE PRO/EOCONSTRURION AND iRAFF/C
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PHAS/NG NOTES
PHASE 7
IFWORK IS NOT PURSUED WITNIN 3 DAYS OF SIGN INSTALLA710N, THE
WORKZONE ADV/INCE WARN/NG SIGNS SNALL BE COVERED OR REMOVED
IN A METNOD APPROVED BY ENG/NEER.7NESECOVEFINGS SNALL BE MADE
IN ACCOFDANCEWITN SERION f f f0.01 OF iNE NCDOT STANDARD SYEOFICATIONS.
STEP 7) PFIOR TO BEGINNING ANYCONSTRURIONARIV/lY, THE CONTRAROR
SNALL INSTALL WORKZONE ADVANCEWARNING SIGNS USING ROAOWAY STANDARD
DRAW/NG 1 f01.07, SNEET 3 OF 3.
STEP 3) WNILE MAINTAINING EXI57/NG 7RAFF/C ON SOUTN DOGWOOD TRAIL, AND ACCE55
TO ALL /NTERSERING NO/ID WAYS /WD ORNEWAYS, TNE CONiRAROR SNALL
USE NCDOT ROADWAY STANOARD ORAWING NO. 1 f07.03 (SXEET 1 OF 15) /WO
GERFORM:
- CLEARING ANU GRUBBING
- UilLIiYWORK AS SHOWN ON SNEETS UC-1 AND UC-3.
STEP 3) PLACE OFi-SITE DElOU2 SIGNING ON SOUTN DOGWOOD TRAIL, US 158, OCEAN BOULEVAN
DUCK ROAD, AND EAST DOG WOOD iNA/L AS SNOWN ON SNEEiTMP-0.
STEP 4) CLOSE SOUiN DOG WOOD TRAIL TOTNNU TRAFFIC BETWEEN TALL PINE LANE AND
FAIRWAY DRIVE. SEE SHEE71MP�4 FON DETOUR PIAN. THE CONTRACfOR SHALL USE
NCDOT STANOARD ORAW/NG NO. 1101.03 (SHEET 1 OF 9) FOR ROAD CLOSURE DEiAILS.
(SEE SNEET TMY-3)
S�EP 5) WHILE MA/N7AINING ACCE55 TO TXE RES/OENCES ON SOUiN DOGWO00 TRAIL FOR
LOCAL TRAFFIC, iHE CONTRAROR SNALL:
- CON5IRUR BRIDGE.
• COMPLETE PROiOSED NOADWAY /MPROVEMENTS.
- PLACE FINAL PERM1IANENT SIGNING.
SfEP 6f OVEN SOUTN OOG WOOD iRA1L BACK 70 THFU iRAiFIG REMOVE Off517E DE70UR 5/GNS A
RESiORETALL P/NE LANEAND F/IIRWAY ORIVE iRAFPICYATfERN.
STEP 7f NEMOVE ALL WORK ZONE SIGNS AND DEV/CES.

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1. RELOCAiEO 51GN5:
EMOVE AND 570CKPILE EXISiING SIGNS.
� 1. REMOVED SIGNSG SIGNS ON NEW WOOD PoSTS.
`O NEMOVEAND DISPOSE OF EXISTING SIGNS MID WOOD i

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surrouMing /cm!/ms lo lle llc m✓ D/IOge lo �h exlsllig rrodway. J2 Ieigf�W fh
slrucN�e Is 00213 mlles aM lle leiglh o( roodwuy ImpaemeMS Is 0.0416 mfles,resu0lig
In a po/ec� leiqln M aqa�oxlmalery 0.0689 milu. qoproxlmolery 028/9 ac�es wllllc
OISN�6e0 �urinq IIe cros�iucllm o/ �NS pro/�I. Nso.opqoximaleN 02429 acres wlll
Da vs�ANlvely slaMllze� wIM grass anp �monaM planllnqs.
SM� Oryvrttd Traflls laa)� ln Oare CWnly, 5cvllern SMres,NC. T!e pioJecl
slle De71ns ol Falrwrry D�IVe l36J18%6 N, -�5.I40184 EI aM pra.�.ds
In an norin/m�1/wvsl Jfrecllon crass/nq Smr Gmsa Cainl Gefwe enOliq Jusl ro�1n of �le
Inlersa4lm wllh Tall Plre Lax l36J19941' N. -]5]40964 El.
tlro /bor�/Mlm
Th s/�e /s gereralN ��'el. Pll diaimqe sl�� flavs across Ile slle aM rtnkes
I)s wuy lnlo Smv Gmse Cawl.
Tle sl)e ls ee+elo�e0 ron�alnlnq resiOeNlal areos wllh a{ew pekels oI culNVOle�
lald. TIe rm/w dralmq¢ woy /w �lx area Is Jron Gul�e Crcek. TNS crcek emples Inlo
Ile Carrlluck SaM.wNCA/lavs )o Ile AlCemarlSanO.oM ulllna�ey lo Ile
alonllc Oceon
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LaM use !n lle vlclnlN Is 9ereralry reslden�lal. aws o0/acani tle plopx� rwdwv�
consls� o/ reslden�lal uses ony. Tle nala oullel /or run-Wf alscMrqe
is S�v Cwse Caml. Siuv Gaose Corol ls a well es)aMlslcd 9enllY-!lavlig
�ddAary lo Ile Jmn Gul�e Crcek.
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� I SEE STRUCTURES 5 `� � -
SNOW GOOSE ' � � FOR MpRf INFORMA� � � � � � , � , �
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lEGENO fOPPI/ES TO AlI. SNEET51
OISTURBEO NtEA _
CONSTRUCTION (/MlT C F
reMPOrra+r sar rENCe III IIH
J-HOOK SILT FfNCE
SILT FENCE O(l�LfT
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CONSTRUCTION SCHEDULE
CONSTRUCTION SPECIFICATIONS
l. Oblaln plan opp�wal o� oilsr applicable pzrml�s lrrcludiig
gro0lig cermits Por borrav slfe. Re(er fo Sectlon 230 'Borrow
Excwo�lon'ln tle 20/2 NCOOT S1aMarC SFeclflwflons.
2 Flag fle wo�k limils fo� prolecllon.
3. Ho10 precnnstruc�lon confe�ewe ol /eost a� week prlor
to starfing construcpon and irM�e NCDENR. NCDENR LOS conlacf
numL�r Is f919179/-4200.
4. Prfo� �o ory land dislurbing !lncludbg demall�laN aclfNtles, lnslall
grwela�b �lp iop basln.lem/urory dlverslon,labrlc/block oiM
9rwel drop Inlet p�oiec�lon, temEUrary grwel cronsMUC�ton
en�rance/ex!ls,chzck dams,tree pra�ec�lon fence.aiM slltfence
as slpwn on tl.e erosion can7rolD�ons.
5.In acco�0a�e w!lh Ne e�aslon canlrolplans orM lraftic conliol
plans: lnslall Inle� pro�ecilan a� eraslon conirol mrosu�es. Af�er
inlel prolecflan aiu/ e�aslon crontrol meosures o�e ln place, giade
raodwvy, lns�ol/ slorm Ora1n .ryslem. Un�il 6oxes o�e buill on0 yor0
lnlei devtces lnsfalled, lns�oll and moinlain slorm d�aln wMe�
consfruc�lon of eiM o! dvy or onsel of �aln. Place ou�le7 protectlon
as sMwn on plans. Place od0l�ioial cl�ek dams ana slablllzed
di�cles os lndlwfed. Modlry sll� fence plocemenf oroun0 plFe !nlefs
and oNleis as �cessory,ploce silt fence around top of
propose0 /eodwalls.
6. Comple�e flnol9rodlig for roads aiM stablllze wffh gravel.
7. FlMSh dralnage !nle�s,place cu/b an0 gu!!er aiM �vement,
o�M bulld shwlde�s.
8 Finlsh g�adlig o� slo�es. tapsoll crilical o�eas aiM ce�marrently
vegeiote,seed and mulch.
9. All 9roded oreos will be seeded, feiNlized an0 mulcded
occo�dfng fo NCDOi spzcl�/calfons /o ma/nta/n a vlgo�ous,dense,
vege7a7lve cwer wltMn 2/ calendar dvys or soare� of wmpleilon
of aiy pMSe of grodln9. lf work on lhz proJed ceases for mare
llan Ile aforemeniloxd length of 1/me,oll dlsiurbed oreas sMll lave
lemp�rory ve9elollve ground cover es�abllsLcd and eroslon cantrol
�
de✓lces malMal�d.
l0. Nter seeding Is esiobllshad, tl.e coN�ac�o� slpll coll NCDENR
an0 arrange for o!bwl sl�e lns�cilan. U�n ap0�wal.all
)emporary eraslon coni�ol measures sMll L� �emaved fram tl.�
proJec�.
ll. All eraslon arrd sedlmsnl cronlrol p�actices wlll Ge lnspec�ed
weekly and offer rolnfollevenls. NeeOed repol�s w1116e made
lmmedlolely.
I2.NlopD�coble eroslon aiM sedimen)coNrolmuslbe maln�al�A untll
a vlgo�ous sia� of perma�ni grourr0 cover Is estobllshzd.
Estlmo�ed Ilme before ffrwl stobiPZallon Is 12 rianihs.
l3. Sl�e l�ludes approximafely ¢2424 ocre of �rmo�nt ve9eio�ion are
l4. Arler s//e ls slobll2ed,grwel and rlp �ap baslqtempo�ary
0/verslon,construc�lon s�a9ing an0 mo�eriolo�ea slcckplle areas.
o� olI olhzr eiasfon cronl�ol devlces sM// be removed, res�ored as
exlstlrg.on0 permo�nlry vege�ole0 os descrld:d ln lhz mainienance
o� vegetative v�on.
MNNTENANCE
Follow lle construcflon sequexe 1MOU9/nuf proJec� development.
Wlen eMnges ln cronstruc�lon acffvl�les a�e needed.amend 1/e
seque�e scle0ule !n advonce to maln�aln nanoger�n� con�rol.
Noflflwllon o( Land Resouroes Sedlmenl a� Eroslon CoN�ol
Sel(-lns(.�cilan Picgrom:
Tle Sedlmentatlon Pollullon ConlrolPCiwas amended /n 2006
lo reqWie �Mt �rsons respansible �o� laiM-0/s�urbing octivl�les
lnspec�a p�oJecial�ei each pMse of �le p�aJect�o make
sure 1/plIl� o00�oved eroslon ond sedlmentoHOn conlrolplon ls
belig follqved. Rules defalll�g �le OaCUmen�o�lon o� �/ese
inspec�lons fook e((ecl Oc/oCe� 1,20/0. Tle self-lnscecilan
prcq�om is se�role from //e weekry self-rrwnllarlig Dragrom ot
lf.e NPDES 5/orm✓ro7er Permif (or Construcflon Ac�ivlBes. Tl.e
fwus of fle self-lns�edlon �eport Is Ihe lnslallailan aiM
malntena�e of eraslon aiM sedlmeniallan controlmeasures
accroi0iig 10 �hz opprwe0 plon. Tl.e lnspectlons mus� be
cnnducied afte� each pinse of tle praJec�,ono conllnue uni!l
permoneM ground caer ls eslobllsl�d ln accordance wlth NCGS
ll3A-54JOiM /5A NCAC 4B.0/3/. ihz Self-Inspecilan ReGar�
fo�m !s wallable as an Excel spreodshzef from
http://www.dlr.enrs�afencus/�ges/sedlmefnal�on_new.hlml. lf you
A�✓e quesflons or canno� occess �le fo�m, pleose con�oc� NCDENR
0/Wslon of Land Resau�ces afl9/9J 79/-4200.
MA/NTENANCE PLAN
l. Tle Confractor sMll cicrok olI eroslon ond sedlmen7
conl�olO�ocllces (or siabillly and opera�lan follaving e,�ery
runoff produciiq roin�oll but fn iro cose /ess tMn arrce every
week.My needed �epal�s wlll be mode immediotely by �i.e
Conlraclor lo mafnlaln allp�acflces as �eslgired. Nsn �ar
Na�lonal PollNont Dlscnor9e Ellmiia7fon System lNPDE51
gexral sla�mwaie� ce�mfl,a �ain gauge must be lnsialled
on sl�e. Tle rain gou9e musl be kep� onslle and lnspecflons
Gy /he cronlraclor muslbe made ond Io99e0 af�e� every MI(
!xh of roin(all aiM oxe a week.
2 Tle Con�rocior sMll /nspec� 1/e cur�oln,floioilon,on0 ballos�
of tle 7/cvNig �urbl0/ly curfoln to ensure �ha work oreo ls
securety parililo�d from fle stream flovr. Tle Controclor sIYJII
�emove occumulaled sedlmen7and de6rls.
3. Tle Conhocto� slull remwe sedlmenl Irom beNnd slIl
/ence wlen lt becomes 05 fee� deep ol �/ie
fence. Sllt fexe wfll be re�lred os necessary
fo raln7aln a Ge��le�.
4. Tle Conlroc�o� sMll lnspeci lIning and maBliq for dlslwatfan
o� follu�e every 7 coleiWai Oays and wlihfn 29-lnu�s o(le�
eoch sto�m iM70��uces %p-lrich o� �rpre af rofn. Tle
Confroctor sMll co�uct �egular lns/ucilons untll grasses o�e
(l�mly establfsled.
5. Thz ConirocPor sMll ieri!llze, reseed as r�ecessary,a�
mulch allseeded oreos occa�dfn9 to speclficatlons tn Ihe
vegelallve plan to mafnlafn a vigo�ous.0ense vege�ofNe
caver.
6. T!e Confrac�or sMll prwlde giowrd caer on expos� slopes
or oller oreas wlthin 2/coleiMar days of completlon of airy
pMse of gra0ing. Permoneni grou� cae� Is fo Ce O�wlded fo�
all dlstu�bed oreas wltMn 2/ coleiMar days or soo�� !ollavlig
cOmple�fOn of CanSlruCtlon or Oedelopment.
LAND GRADING (6.021
RlP RAP (6.151
CONSTRUC710N SPECIFICATIONS
Sub9rode Preparotion - Prepare fhz subgrade far rlp�op a� f!l�e� fo Ne requlred
llnes on0 yrodes slx'�xn on tl.e plans. Compacf aiy flll ��qul�ed ln ile subgrade
fo o denslry opproxlmoH ilnt o� lhe surrowMing undls�urbed materlal o� aerflll
�g be
depresslons wlfh riprop. Remave brushJ�ees. slum and aller ob/ectlaal
molerlol. Cut tle suograde suf(ICienlly deep �MA f� flMshed grode of tle rlprop
wlIl be o� ile eleval7on of fle surroundliq areo. CMn�ls sAwld Le excavoled
suf(lclenlly 10 ollav O�ocemenl of fhz rlp�ap !n a mon�r such �/p/ �/e flnlsled
/nslOe d/menslons oiM grode oI Iha rID�oP �� desl9n speclflcoilons.
SonO on0 grwel (llter blankel - Place ff.e (llte� blanket lmme0lo�ery offer 7le grawM
fowrdallon is pre�med. For p�mel,sp�ead ffl�er sto� !n a unffa�m loye� to tle
sµclfled depthWlsre mo�e tlan o� loyer of fll�er maferlolls used.spreod }hz
la�ers wllh minlarolmlxing.
5ynihzllc �fller Pobrfc - Ploce flu cbth fllter 0i�ec�ty on 1/e pie��e0 foundollon.
O✓erlap �hz edges 6y af leas� /2 /xles, aiM spoce oxM� pins every 3 If oloiq
lIk werlop. Bury �le upsl�eam eid of fle clo�h o miNmum of /2 /rc/es Lelav
ground and wlere �cessary, bury fhe lo.ve� end of tle cbth or aerlap wilh t!e
nexl secflon as requl�ed. Take cnre iro� io Oomo9e 1/e clo�h whzn placlig �iprop.
l( domoge occurs remae lle rlp�ap aM re/wl� ife shze) Cy o007iq onoll�r loyer
o( flller malerlal wfih a minlmum we�lap of l2 l�l.es o�ound �le Oomoge0 o�ea.
l( exfenslve domage ls suspecfed,remae a� reploce lle enllre shzel.
Wl�re large s�oxs a�e used or mocMne plocemen�ls dl(�lcull,o 9-lnch layer o(
f7� 9/m'el o� sand mo� be reede0 to proleC� �hB (//�e/ Clot4
S�one Placemen� - Placemeni of rl rop slpuld �ollav lmmedtoiely o7ie� placemenf
of �Ye fll�e�. Place rlprap so Iho� P(o�ms a dense, well-praded mass o( slo� wl�h
o minlmum of volos. Tle deslred Olsbrlbuilan o( stones fMOUpMut lle mass may
be obfalrred 6y selec�lve loadlig ai B.e quorry oiM canlrolled dumD��9 Durlig
ilnalO�ocemenf. Place rlp�ap �o l�s full tNckriess !n one operailon. Oo iw7 place
rlp�ap 6y dumping �hfouqh cFUfes ar o�l.er meth�ds lMtcause seg�ego77on of
s�oire s/zes. Toke core iro1 Po Olsledge tha urMertyiig bose or filler wlan ploclrq
1/k sloxs.
Tle flMsl.ed slopz s/nu/0 bz free of �.nckels o( smollstone or c/us/ers o( lo�ge
stones. Hand placl� moy be xcessory ta acMeve tl� O�oper dfstrlbWlon o7
sfone slres fo p�oduce a reloflvery srnGnthuNiorm sur(ace. T!K tlnlsled grode
af fle rlprap � ld blen0 wllh fle surromMlig a�ea. No wei(all o� p`of�uslon of
/lp/op slpuld vro�e�r.
MNNrENANCE
Mspec� cMn�ls al regu/o� In�ervo/s as we// as aJ�er ma o� ro/ns.and make repa/rs
promp�ly. Gfve speclol oilenlion to lle aAlef and Inlel sect ons and otle� pofn�s
wl.ere concen�rofe0 (low enlers. Carefully cl%ck stobUiry alroa� cross/ngs and
lwk {or i�lcoNOns of lpi�q,scour lules.or bank fallures. Make re� Irs
Immeolo�ery. Moln�afn olPvegelailon adJocenilo ile clnnnelin a leal�ly,
Ngorcus con0illon to pratect7he areo (rom erasfon and scour durl�9 wA-of-bank
flow. Confrol af wee0 and brush 9raNh may be needed In some laca�lons.
CONSTRUCTION SPECIFlCA7/ONS
l. Cansl�ucland maintaln alle�asfon on0 sedlmenlotion conl�olOracilces and
measu�es !n accorda�e wlPo tfe opprwed sedlmenlollon cronirol0�an ond
consMucllon scledule.
2. Remae pocd iopsoll f�om areos fo be gro0e0 on0 f111e0,orM pieserve
!l (or use In (fnfshlig fhe grading of all crlticol oreos.
3. Scarlry aieas to be �opsolled lo a minlmum OeO�h ot 2 i�hes befo�e
placl� laPSOlI.
4. Clear ond grub oreas �o be fllled ta remove bees,vege�o7lon,reots.or
olhzr obJecllonoble mo�eAal IMi would of�ecl �le plan�d slobllfry o( ffe flll.
S.Ensu�e llnlflllma�erlolls (�ee of brush,rubbish,rocks.lcgs.s�umDS.
bulldfng debrls.and oller materlals liapprap�lofe for constructlig sioble /Ills.
6. Place oN (lll In layers na� 10 exceed 9 lncles In �hlckress. and com�c�
}hz IQye�s as requlred fo reduce erosfon,sllpps9e.seBlemen7.or olhzr
related O�oblems.
7. Do irof i�rorporale lrozen mo7eAal or soft or Nghy campresslble
malerlals lnfo flu slopes.
8. Oo iro� place (ill on a frozen foun0o�fon. due to gosslble subsfder�ce and
sllp�ge.
9. Keep olverslons and afler wo1e� corn�eyance measures f�ee of sedlmen!
durliq a//pMSes of develapmenl.
l0. HonOle seeps or sprligs encaunlered during conslrucUOn !n acco�da�e
wl�h opp�ae0 metlyds.
ll. Perrtanenity stobllize a0 gra0ed areas fmm.�dlately a(fer flial grading ls
com IeteO on eoch o�eo fn ile gradlig plan./� ply tem rory stabillZa�lon
meosures on oll9ro0e0 oreos wfen work !s fo be ln�� upfed o� delayed for
l5 working Ooys or longer.
12.5/pw Popsollsiockplles,ho��av a�eas,ond sFnllareos on �le lans,and
make sure llwy ore a0equolelY protec�ed from eroslon. l�lude iPi�ol
stoblRZaflon o( lhzse areas ln tle plan.
MNNTEN/vVCE
Pe�ledfcollY c/eck allgraded areas on0 ile supp�ill�q eroslon ond
sedlmenta�lon coN�olp(actices,es/.�eclally affer �umq rafnfo0s Promptly
remwe aN sedlmenf Irom dlverslon and otler waler-dlsposal p�acffces. l(
washwfs or b�eaks cccur,re(alr �lem lmmedfalely. Prompl
molnte�nce o( small eraded oreos before lhzy becomz slpM(1caN pullies
is on essenllol por� of on effecflve eiasfon and sedlmenlalfon conlrol plan.
VEGETATNE PLAN (6.l1)
SEEOING SCHECULE
Slaulders,5lde Df�cles,5/oces l3:U
Dafe rype Planiirq Rafe
lwgJ5-NaJ 7allFescue 250Ibs./acre
Nw.l-Mar,l TollFescue 2501bs./acre
& Abruzzl Rye 25 /AsJoc�e
Ma�.l-ly�r.15 TaNFescue 25016sJac�e
qo�.l5-JunJ5 Hulled Canmon Bermudo9ross l2 /bs./acre
Jun.lS-AUg.lS TollFescue 6016s./acie
- & Bravnlo0 Mlllel •�• 35 /bs✓ac�e
- o� Sorglum-Sudan Hybrids �•• 30 /0.slocie
� - Sloces !3d Po 20
Mai.l-Jun.l 5eilcea Lespedem isca�lfledl 50 /bs./ocre
a�M
lMOr.l-Apcl51 Pd0 Toll Fescue 60 /bs./ac�e
(MOr.I-Jun.301 or Add Weepliq Laeg�ass 5/ASlocre
(Mar.l-Jun.301 0� Add Hulled Common Bermu0o9ross 8/bs✓ac�e
Jun.l-SepJ TollFescue �° 60 Ibs./ocre
� & Bravniop Mlllel •_= 35 /bs./ac�e
or Sorglum-Sudon Hybrlds •° 30 /bs./acre
Sep.l-Macl Sericea Les/�Oeza
� funlulled-unsca�l(ledl 70 Ibs./ac�e
& 7allFescue 50 /bs./acre
(NOV.I-MOr.0 MO l�bruzzlRye 25 /A5./ocie
Cansul�Conservaflon Engl�e� o� SoII Conserva)lan Servlce
for adAltloial fnforma�lon croricernlig ofler ol�ena�fves Por
vegetallon of denuded areas. Tle abave vege�oBOn rales ore
Ilpse which do wellurMer IocolcondlUOns: oller seeelig rate
combiirotlons ore possible.
^� Temporory.- ReseeO occording to opllmum seasan (or
desbed permoreni ve9etoilon. Do iwi ollow iem�rary cover !o
g�ar wer l2 /�hzs In lelgMbefore mowlig.o��ervrise,/escue
may be sMded au�.
Kimley»>Norn
P.O. BO% J306B
RALFIGM, N.C.216363068
PE NO. F-010
RW SHEEf NO.
ROADWAY DESIGN
FNGINEER
, �oP�l��y �Gy'.
�a; Q3 o,y�.r :,
= : ° SEAL '': _
;;q � 2987� , sti\ -
�''rTyfwNS ���`'�
p ldie� rough g�odfig ls complefed, �!U soll ln areas to be
seede0 ond planie0 /o o deqh of slx lrichzs.
21 Apply agrlcNturalllme,ferliNZer,oiW super0lps0��e �o
OlsNrbed o�eos lo Le vegetofed.
90 /0.s.//mestone//000 sq.fLl2 tons/aael
35 /AS.lO-lO-lO fer�fllzeN1000 sq.(t.!/500 /As/acrel
40 /AS.50% superpAUpl.n�e/I000 sq.f1.lO50 Ibs/ac�el
3) Disk nu7rien�s into soilto a deplh of s!x Ir�cl�s un�ll
su�foce ls unl(o�m and free of br9e diriclods.
41 Seeding pe�moren� grass.
3.0 /bs.KY-3/�oUfescue/IOCO sq.fi.l130 /AS./ocieJdurlrq
Feb�uary l5 /hrough May l5 a Augusfl5 thrcugh
Nwembe� l5.
-OR-
3.0 Pos. KY-3l �00 fescue a110 20 PoSannual ryegrass/1000
sq.fl.durlig Nwember l5 �Mqigh Februory l5.
5� Mulch seeded oreo wlth small grain shaw of 90 Ibs/1000
sq.fLl2 �ons/ocrel. Spieod unlfo�mly. Approxlmatel}�/p
of ground su�face slpul0 be vlslble 1a mold blxking
swligM )o seedliiqs. On areas whz�e ihz 9roun�
surfoce equols oi exceeds o 3:l slope,on0 In t� lm�er�s
of all d�al�ge swoles.lack mulch wfth osplptl emulslon
al a �ate of 450 9allons emulslon cer acre of sirav.
61 Mulch orou� shub�ry a� trees wlth pine sirow )o deplh
of 3 lnchzs.
71 Tem�rory cwe�
I.0 Ibs.bravn 1op mlllel/I000 sq.(t.May �MOUgh fwgus� 25.
-OR-
I.0 /bs.annuolryegross/I000 sq.fLAUgust25 fMOU9h qorll.

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EXCEL$]ON
WATTLE DETAIL
�
ISOMETR[G VIEW
pi[8:
WE YININM 19 d. � n[ RC[�BIq1MnLE.
1IXOEM 8IMt611�M � P lN. Bi Y IM. NYIXIl
N�bl MT�.'O�uinFE�MU� K0.P�DIiPI BL6E9 YN�H�OIREOIm�t
OF PAVEYENi eienrte��i iii�uq�i[�iOY�PeF�iuEm�i�i0 �anw o�r oiivw.
EB � Of�0,Ip5 IN. DI/l6IEfl 6�EFL �IPE
u e e �m �wx is• �x �wm.
�xnu� evnn wvrox�wreir ennr i i cw rmr ox
eo.. e�oFa a ru.ru uo �. uw Ew .o ecwne �r io w. wn.
�XBi�oLL VEC��[uMr.�CqIMMCE IIIM 9ECilpl Iflll R 1NE
p'�YAy„) 2' UPBLOPE
e.ua .uw.0 waxo
WiT[MO �2' WM�8LOPE
eru�
LROBB 6ECTION
VEE DITCX
z ix. s' uae�ovE
�9TNI NpiYML GROUND F��
T � 4i
�
YATTIMi� ' �9T� SLOPF
CROBS BECTION
TMPEZOIDAI DITCH
•�.
IN9ET p IH9ET B
TOP VIEW
TOPSO/L/NG (6.04)
CONSTRUCTION SPECIRCATIONS
MATERIALS
Defermine wleile� �!e quollry ond quanllty of wallable topsoll Jusilfles selective Temporary seed/ng - Protect �opsofl sfwkpiles by temporarlly seedl�p as soon
M�liiq.OUally topsoll las ile follwArq cMraclerlslfcs: os passible.� more fl.nn 30 working Oays or l20 colerMar dv�s a(fe� ile
formotlon ot lha s�ockplle.
7exlu�e - loam,saiMy loom,ond slHloom ore beshsandy cloy loam,sfiry cioy
loam,clay lcam,ond learty sa/M are fo1G Do ipt use Moty clay and o�gaMe Pe/monenl veqefoilon - lf s�ockpiles will iro� be used wllhin lZ mon�hs �hy
solls such os Feai ar rtwck os �apsoll. mus� he siabllhed wlfh pe�mo�n� vege�aflon )o con�rol e�aslon ond weed
grow)h.
Organ/c mafle� content - lsome�/mes referre0 /o os 'lwmlc maBe�7 sMUld be
greafer �lpn l5% by welgN. 5/TE PREPARA7/ON
Ac10!� - pH shwld be 9reater tlan 3.6 bePore llming.and lIming !s �equlred if
ft ls less lMn 6A.
Soluble solis - shwld G� less �Mn 500 ppm.
Sodlum - sodlum odsorp�ion rollo s/au/d be less 1/an l2.
rhz OeD�h of ma�erlol meetliq 7/e obove qualiflcatfons shwld be at leosf 2!nc/es.
Sallfaclors such os ra�k (ragmenls,slope,deplh �o water fable,and loyer
)hlckr,ess of(eclfl� eose of excmatlan and sp�eading af topsoll.
Geire�ollV.tfe upper ��f of �hz soil.wNch ls rlcfeslln orgoNC naner,fs mosi
desfrable;lx;wever,male�lal excwoled from deepe� I%ers may 6e war�h s�orlig
ff !l meels 1/e olle� c�l�erla llsted aLo✓e.
OrgoMc solls such as mucks aiM /�a�s do irot make gad �opsofl, Tlcy con be
IOenfffled by �lei� extremely llgM welgN wlen dry.
Before sD��ding toqsoil,estoblfsh e�oslon and sedlmenlalfon conirolpracllces
such os dlve�slons.lerms,dikes.woiervroys,ond sedlmenf Lnslns.
Gro07iq - Malniain grades on tle oreos �o he �o�asolled accordlig to 1/e
opproved plan ond do irof alfer !!em by o006g �oDSail.
Llmlig oT subsofl - Wlere tie pH of tf.e exislfng subsoll is 6.0 or less.o� �le
so!//s com�osed of clays,lM.ror,ryro�e opricNfurolllmesto� ln amounis
recanmended by soll tes s or speclfle0 for 1/e seeding mlxiure to be used.
Irrco��iale Ilms to a depth o( ot leost 2/�hes by 0iskliq.
Roupfkning - Immedlotely p�lor fo spreadfng fhz fopsoll.loosen �le suborode
py dlskl� o� scaAfying �a a dep�h o! at leosl 9/ndksJo ensure bandl� o(
Ihz lopsoll ond subsoll. l( no ome�menls Mve been lxo�p��a�ed,loosen
lhz solllo a depih of otleos�6 /nc/es be(ore sp(eading �opsoll.
SPREADING TOPSOIL
STRIPPING Do iai spread �opsoll wNle lt fs frozen or muddy ar wlen sub9ro0e is
ps wet o� Trozen. Conec� ort� ln ulorllles !n 1/e swface �lpt result from
rcadbullding,o��ompsc�ionsby erequlpment. A/4�o 6tl�h�s/�ppi� de� ls�comim2 w��l�ke�s.fl.er operollons�o prevenilhe farmatlon of Oepresslons or
bul depih varles de�ndl�rq on 1/e sl�e. L@�ermi� depih of slrl��In9 Oy faking
soi/ cores o� several lwaHOns wilhln eoch oreo �o be stri ped. 7opsoll de0�h Compoci thz Jopsoil enough �o ensu�e 9o00 contac� w!lh ll� unde�lYfng soll,
generolly vorles alon9 a 9ro0len� from Mlpop lo lce of Pl� slope. PN sedlment bul wol0 excesslve com�actfon,as !� Increoses ruiroff orM lnMblls seed
basins.�lverslans, ond oiler contrals lnlo p/oce beiore shlppl�q. ge�minollon. Ughi �ackfng wlth a roller !s recomme�ed whz�e
Mgh-moMtelwlke tu/( ls lo be eslobllsl.e0.
STOCKPIUNG
On s/apes and o�eos 1/at will Irol be mowed. tl.e su�face may 6e left rou9h
Selec� stcckWle lacotlon to wold slo/�s aiM nafural d�alrroqewoys.avoldln9 ofler s0i�dl�p fopsoll. A dlsk mcy be used lo promole bo�l� o� ihz ln�erface
lraf(lc �outes. On lorge sltes,�espreadliq ls easle� aM rtpre �onomlcal wlen behveen �oDsoll a� subsoll.
toqsa// /s slxkplled !n small pf/es lxafed nea� a�eas wlere �M°/ wlIl be use0.
a/ sfwkpl/e areas used s/aN be siobfOZed w/�h sll� fence a� 5eeded. lJ�e/ topso// app//ca/!oq Jol/oN p�oGedu/e Por seedCeO preparotlon, fokliq Care
fo mold excesslve mlxing o� �oµsoll in�o tte subsoll.
Sedlment barrlers - Use sedlmen� fexes or oflei borrfers wlere necessary �o
re�oln se0imen�.
Kimley»>Horn
P.O. BOX 3J068
RALFIGP, N.0. Y)6J63068
Pf NO. FOIO:
ENGINEER
, �a�'N��Eiv �Uy �
@: QcS 4Y�.9 `,
� i4 SEAL '�. _
= ' 029816 ` -
:slEWNS ��`s~\;
SIDE ViEw
av NOTES
� WY1NlNG S/GNS TO BE MApf OF tt/RABf£.WE/iHERPNWF M/TfFIPL
1ETlERS TO B£ T HiGH YINUIUM,CI£MLY [£CIB1E ANO SP/Lf0 AS OfTN1£0.
5/GNS SHA(L BE P(ACEO AT 5dM0.YlMUN lN(EMqLS.
4 PfFCE A SIGN AT EMH END OF UN£M TflEE PROTfCiION M'0 SbON C£ATER tHfREMTER.
j, FOR TREE PROTECTION AREAS 1E55 THAV Z(%YIN P£FiNElER,Pq(NIOE NO LE55 TNON ONE
TREE PROTECTION AREA s�cx vcn vrrorecnox urea
q �g, ATJKH 5/GNS 5£CURELY TO FENCE PoSTS bv0 FPBRIC.
3' DO NOT ENTER P9J?pNOL 5/GNS �£BfREWIFEO H/ TQV�N� WN:E ��OFESJPORJNCO£NR.
B/5£0 ON ACTUN Flf(D CONqJroNS.
4 SIGNS SHNL Bf lNCIOEN(K TO TH£ F£NCE.
WARNING SIGN �EiAIL
TREE PROTECTION DETNL

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MINIMUM 10
LWE WIRES
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FlLTER OF 1 INCH pIAMEiER
p 5� WASHED STONE
F�ow oiRECnoN
�
'IA I
I�II
A
II
SIDE VIEW "
LJ
A'_n" uennnn��
STEEL POST
WOVEN WIRE FABRIC
SLT FENCE FABRIC
0
-� ; F FILL SLOPE
� .>'�;.
z^r ''.
GRADE
6" MINIMUM COVER
OVER SKIHT #
`o
ANCHOR SKIRT HS
DIRECTED BY ENGINEER *
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
RLTER OF 1 INCH DIAMETER
// SJ WASHED STONE e o,
o� a f o�� a°°
NOTE: o °o
9LT FENCE FABRIC TO OVERLAP o o .
HAROWARE CLOTH BY 12 INCHES ` _. eo�p°„
NorE:
USE SILT FENCE OUiLETS ONLY wHEN
�RAINAGE AREA OOES NOT EXCEED 1/M1
ACRE AND THERE IS A LOW AREA. USE
AS A REPAIR OF SILT FENCE FAILURES.
12�/z GAUGE
IIATE WIRES
* FOR REPAIR OF SILT FENCE FAILURES
USE REWFORCEO 9LT FENCE OUTLET OETAIL
NOTE'
USE 9LT FENCE ONLY WHEN DRAINAGE AREA
DOES NOi EXCEED 1/4 ACRE nN� NEVER IN
AREAS OF CONCENTRATED FLOW.
SILT FENCE FABRIC �HAROWARE 0.0TH �STEEL FENCE POST
ON WIRE FENCE ON WIRE FENCE
PLAN VIEW
�_ STEEL FENCE POST SET a
��..,,.�.,..,� ��..r�� I ��.oi��ii�� � r�r..o.o.
CONSTRUCTION SPECIFMATIONS
MATERI]LS �/
l.US�eyay ryNlellc /Ille/ /ab/c a' a pPn'Idrs 51aM LaNp� s�/ei as�� M�g
b�le /�I/e�rerts SRwn�% /�gl�ltd d Ih nwMOGU�w
[Nw
MMM/m� W�6 AMIK � Bxq^AN /YSadepCM.15//WlMnII/B�N � lN/G /0/g! fl 0�
ra rza eeqimz r.
2.fm'urtlMpasls /w se�lme/J (e/Xa5 a/e133 /0/ll�m� {/slalwlID a MNmum
IenqM d 4/LMOke are IlM sfaYpss/s hrve pofxllau )o /ec!/I/ale fasleMig tle PoWIC.
s. va rmnrwcemenr a sramam svergrn nnv ianrc.vse w�re �erce wrrn o m�Mmum
/4 gqqe an0 a maRlrvm rres� sµclnq d 6 lmhs.
CONST{M/CTION
l.CauliicllM 5 l/mc✓W//le/ [! 61aMai� slivql� w exlio sl�eigl� syNMllc (lllv foblcs.
z cn��.< rmr rro r�� a rro s�im��o .°a� w`»�°"'v s�in r� io�`w�� e row.e
� Ih slru�cla6 tNl9 /rmzz
FRONT VIEW ANO�si�T FENCE FneRic s�wcNES iNio
iHE TRENCH
STANDARD SILT FENCE OUTLET
3.Cansl�uclfM flllv /ab/c (ipn o[tln//azVS /dl(vl�0llele�� U Ila Inrv2/
fo wde /dMS.WMn IdNS ore /E4nt5ary.savrNy Io6lenl/b /Ily cld� pNy No
supw'I (os/ wll� wvl0 lo Iln resl (ot/.
�iae � sramom svayrn mrv mwm ey wve �re.zn �asrerm saurey ro rre uuncie
�os+s usi�y �y aury ne sradus m imv n�n �wq.a rre wrru.
E+IaM lh wlro md5� 6YµeH lo Ifv MNwn W Ile 1ldcA
s. wren o wne rresn s��u� �em /s useaspxe a,ns o �a+lm�m w 8 n oM �.
eaw�� siee d r�iemerM1an searoy �nro Iro qran0 ro a mn�,�um W�a Ircias m rro
6 Edm sMeiqlh /Itler (ablc wll� 6-/1{asis{ac! �res mliqvlre wlre mesh
suoprr reae, sroye a woe �re roier raaro eva�ry ro ussrs.
l. £+ccvole a Irutli oqroxlimle 9 Ircrtv wlae oM B IrNev Oaq olqq 1Ie {ro�sal
Ilre W pssl5 oM up5/qe lrqn /e Mr/!b.
a.,a/usr s�ociiq ro qae ossrs m ia. pvms arwq rm ie,xc nm
9. Bordl�l ih henM w!M mnynciW sNl or 9�A'uq� au lh IIOU lab�c.
IO.N MoHac� /1/IPl /ad'lclo exlsllrg liex.
✓-raoK
Y£TN. Siar(E
SILT FENCE
� F�
� y��,�.
/ f
Kimley»>Horn
P.O.BO% JJO68
MIEIGH, N.0. ])6Jb3068 _ „_ . _,_,
J—HOOK PLACEMENT
F�
J-/KX/K / �a��
/ `�
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J—HOOK DETAIL
�N4q'/5 fENCE ��Q�'
� ����
/ �
`—P(�E PoSlS (STAKE51
PQIMEM�LY aV0 &ND AT
caxnauciiav TOP W/TN W/RE.
use :in rerce J-/rmt paweN o: srown ln qons aM os �m ro el.ef.un-Nr
l0 5/lI IPMtl q/f/d5 OM (fNPM IXNm//N/M OM u/CXMN J N sIH /PKC
NNMEN0.NCE
Iias�C/ J-HWtS N/m51 prta a wcek oM Nlei mc� /alM011. Moke ory /�ul/el
ree�vs /mmm/meN.
Rmwe all fercl�g molxlals IrclWlig J-HOaFS aM dlig Ih aim lo ryWe
arq .s�odllze lr Nrw rle aNrlGNlig arolncys arw ros [an pqaN sbdllz�.
lG Poslen suqwlwlre (flvreio ups/qe slDe M(n5/s,esleMliq 6 IielyS lnlol/e tr h
lZ Mm� m5flrows lmJlO W/aW/c lo ups/qa slee d fdro �uslS.AVdI� /dMS.
QarncuraiH riav �arnrs m rre iuee nm.wnn Jdns are m.v.sson.�asrm �awm
�el�' suLYK✓��qOk'IS aM we/laQ lo Ih re.rl Pui.
o01�MIOaMlnSlfNl�e/a/mStt.WOrnlyl�9�lslllrcl0 follo�lld�w.lsl[wIM
uaxrcxaucc
Moke a�I�renl /erczs aM fercx MINS N lwst dm a wcek aM a(lar mc� �alNall.
M ra�ulrN ielplis ImngflWeN.
SKV/0 Ih /ablc N o SNl�ren� /enS [Wlopte.Imr.Ottwnpve W hmme lrelltt1Nk
IP(VIXC lI (YM�Nf/. FG{JMG d/�100 NGIyW 00/6.
Femve sMlm.°NJepsslls as rexzsorylo palde Mp]WlB SfNq'e vdu/M (a' Ne /rt+f
eIn aM lo ialux puswa m Ile ldce.Tata m�e /0 wdJ uMVmlNnq //e (»x
unrq cimmn.
aro sioairie i�o�r�iereO�msnirie�n�i p'Oa".oi� o�m°� �ore�� ai�g rre o.eo ro qiooe
pcye'ry 5�adllZal.
ENGINEE0.
` oQ'N��E9v �Gy�',
_ ?:'N� �'(.:� `,
' !a SEAL '�. _
= ` 029876 � _
��4T fWNS��,'�S~`,
VARIOUS LINING CONSTRUCTION SPECIFICATIONS
In Gnn�ls, roll wl slilps of refllrq �nrollel �o M:
dlrecNon o! flo.v an0 we� ile p(oleclive mulcM1
CONSTRUCrION SPECIFlCATIONS
SYNTHETIC Rd✓lNG
Use NarM Amsilcan Giean PS 300 /.erimrenf eraslam m��rol �raillig
or �ulvalenf p�oducf apprae� Cy enqlxer.
Syn�lieflc ralig ls wourM In�o o cyllMrlwl packoqe so �M� ii con �e
can�lnipisly wiiMrmvn /rwn �le cen�er uslnq a comp�esse0 alr e/ec�or.
Rwiiq ex�nMS lnlo a mal or glass Rbers as U confacls Ne soil surfxe.
tl Is oflen ased ae� a slrav muloAbb� musl silll Ga lock� wBh aspinll.
Sp�md rwlrg unffamN aer fic orea al o rofe o! 025 !0 035
Ib/sp y�. Mcln� wIID osplplf lmmallolely o(ler oppllcollon.ol o
rale of 450 qallau Fe� ocie.
As a cfqnirelllnirg,o�M ol o�ler sl�es of corican�rafcd flpv,)fe iwing
mol musi Ge lur�lei orc.'Mred fo pre✓enf uMerminlrq. lf m.ry be securN
wl�h s�okes ploc� ol infervals w greoler flnn 10 fl aloig fle
a.oiiwqewo/.aia ronaomry Mramnw� ��s wreM, dn ro� mo�e �ron
l0 /�oparL As an adlon �o s�akiigJle rwinq con be durlai �o a
deplh of 5 I�les alile upgrade eid aid allnlervals o( 50 fialoiq
lle leigih W !le c/nnnel.
NE75 PND MAT$
Ne�s alore generally prafde Iiflle mols�me conservoilon bere/OS o�
anN ��mite0 eraslan pWectlon. Tlerelae.l2y are usuoly use9 fn
conJunHlon wlih an aganfc mulc� such os sfiav.
Excep�wlen wao� flLer sluiry Is us�,rehliq sMVI� alw�ys G�
1n5�0/Ie0 Wer �le mulCAWwd I1Le! Y
Ins�ollep ie). ^M' � spra/ed m fop o( an
MaISlnclu�l.ry 'exce/s/oY lwoo.� flCar)blankels.are consldere�
proleMlve mulcMS ar1d may Le used olwie,on erWlble 5oils.o�
�udrt� alI �lrr.�s oI �he yea/. Ploce Ile �flliq ln Aim conlac� wl�h
�lC 50/IO/IA S�OQIC SCCV/Ely.
��1�����
������������
I _y♦ I♦♦♦
�-��� ��•p
��=��
�
INSTACLATION OF NfTTING AND MAT7ING
P�MUC�s Oeslg�d to conf�ol eiaslon s/avld Ce Inslalle� ln occord
wiM monAOCturer's Instrucllons. Ny ma� or 6lonkel-y� pa�ucl u
as o pWec�lve mulc0 sMUlO prafde caer o/ ol leos� 30% o/ �le
surloce wlere r� is opplled.lns�ollollon Is 1�lusrrmee de�ow.
l. /ypN llm^. fetllllzer aM seea be(are laying lie ne� ar m�1. I(
o(.rn�vc�ve rsYllig Is used.11me mv� De Incw(walM befo�e Inslol�
ile re� a� ferllllZe� aM seed sp�%ed on N�envo��.
2 S�or� lv�ing Ile ne/ /rom �le Pop o/ He cMnrel or slope aM um
davn Ne graee. Nlav reliirg �o loy Iwsety on �le soll M wI�IM
wrinkles-do nol 51ieICM1
3.TO sawe 1/e ne�,6ury flc upslo(,a eM In o slol or lienc0 iq le:
�Mn 6 I�les deep,coiei wIM sdl,aM lamp fl�mly.Slaple Be �I
every I2 IncMS acrqss �le fop eM oM e+ery 3 fi orauM �le edq
oM Le�lwn.Wlere 2 sirlps oI nelore IalO sl0e Dy sldeJle a0/ace
edges sMUld be overlopped 3 Incles aM s�opled 1oqe�ler.Exh
s�tl of ielll shwld a/so �e sia ea davn fle center cve 3(/
Oa �t sire�c�le rel wlen applYi/�9 s�aples. � ry
4. To /oln �vo s�riqs,cut o �rer�h to orcro� tle eM o( �he �r �
OavlaO �� e� a�l� Previaus rolllB lrcl.es,os sM.vn belo.v.an0
sfaWe every l2 Ircros Jus)Cela✓ lle o�lnr slol.
MNN7£NANCE
lns�ec� allmulcMS psACdlcaly,o� o(ler ialinslorms lo cleck for r
eroslm,elsla�aflon,w fallure.Wie�e uaslon Is oWServeO,opply
a041tlwwl mulcA I( waslqN c¢'cu�s, re�lr ffe slo�c qra�e.reseed.
aM relnslallmulchCOn�l�e lns�.ecflans un)Ilvegalallm Is /l�mry
ESlpbIISIC4.

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FLOATING TURBIDITY CURTA/N
USE rHlS OEVICE FOR CONSTRUC7/ON OF THE PROPOSED
BULKHEADS WITHIN 7NE EXISTING WA7ERWAY.
MA7ERlAL AND INSTPLLATION REFERENCES:
NC�T - 'BMP'S FOR CONSTRUCTION AND
MAIN(ENANCE ACTNlTIES'
lAUGUST 2003,PAGES 74 MlD 751
SECTION 525 7UR8/D/!Y CURTAIN'
«0����+N+�dol.o�g/doh/ocero�lons/BMP_manual/
davnload/BMP_A/anual.pdfl
5.2- Flow Divers(on
6.2.5 Turbidity Curtain
Purpose Used as instream eroson conirol filiration device to isolate fhe
sfreambenk work from llie normel 9ow of the stream. This device
is normally used in open watersfor containment in woiic zones.
May also be use0 across channelswiN very low Aow for short-
term work when anchored propwry.
CondNions W here
Pradice Applies
Conditions W here
Pradice Doee Not
APPN
Construction
✓ Wnen pertortning work m a stream bank in a small localized
area.
✓ When fhe repair or constructlon activibes will nat require an
e#ended period of time to cwnplete.
✓ Aaoss flowing streams. Turbidily mrtains are not desgned
as prefa6ricatetl dams.
The curtain should be made of a tighlly woven nylon, plastic or
olher non-detedorating material. The ma�erial shall meet ihe
fdlowing specifcations:
rvoM Caohna Depenment oi Transo�alion 6MPS for Conso-ucoon ane Mamlenance AcMloes
Augus� 2003 Pega ]a
Maintenance
Typical Problems
5.Y - Flow Diversion
Pro Value
Grab�ensilestrenglh `mtl3701bs.(1.65KnJ'cd-2501ts.(1.11Kn)
Mullen bursts(rergth 980 F5i(3307 kpa)
Trapezoitl tearstrength •md4001bs. (0.45 Kn) `ctl-6� Ibs. (027 Kn)
Apparent opening size 70 us s�andard sieve (0210 mm)
Percent open area 4% permiltiviry 028 secl
'mtl - machine direction
bd - cross machine tlirection
. A floiation material with over 2916s1fl. (43 kglm) buoyancy
shall support the curtain material. A 5/16 inch p.8 mm)
galvanized chain shall ect as ballast (or ihe fbating curtain.
Dua15/16 inch (7.8 mm) gaNanized wire ropes with a heavy
vinyl coating shall be used as the load lines.
• Insped the curtain, floWtlon and ballast to enwre the wurk
area is sacurely paditioned from tha stream flow.
• Remove accumulated sediment and debris.
• Does not permanentiy rertave sediment.
• Improper anchonng of cuhain on channal bottom.
. Tidalflowsrequiringfrequentreposilioning
Nwlh Cemline DeOa�ment ol Transpotal�m 6MFS la CwsWClion en� MaNlenance PetlNlies
August0110J Pe9e �5
Kimley»>Horn
P.o. BoX 33a68
RALEIGH, N.G 3)636-3068
PE NO.FOIO
PM' SHEEf NO.
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NCCOT SPECIAL PRO✓ISION -
'FLOA7ING TURBIDITY CURTAIN'
(hdp://www.ncdot.or9/Gah/o�,eroiions/dp_cMe( eng/
rcadside/soll_wo�eNpdNFlOafligTurbid!lyCur�ain.p�fl
ry�in , ::Y�le7YIlT7li/ii'Li7I!•i/_I/,71
Descrlplion
TMS work conslsts o� furNSMiq a Flo-s�fig iurbldl7y Cur�oln lo de/e� sflt suspensi
mo✓ement of slli �rlldes durlig consbuctlon.Tle floaliiq lurbfdiry cur�aln sipll be
cronslructed oi lwotlans os dlrecied.
Molerlals
7le cwtain mo�erlalsMllbe nade of o fl9Mty wwen rrylon,plosilc or otler rroMeterk
mofe�lal meeiing lle follaving speclflcalfons:
Proce�ry Value
G�ab �enslle streiq�h =m0-370 /bs •cd-250 Ibs
Mullen bursl slenglh 9H0 psl
7ropzzold lea� s��eiq�h =md-100 Ibs =cd-60 /bs
t�ppa�eniopenlig s/ze 70 US s�ondard s/eve
Percent ocen area 4% ��mlrilvlry 0.28 sec-1
•md - mochlne direcllon
=cd - cross mochirre dlrecBOn
ln lle event fM� more 1/un one wld�h o( fobrlc ls requlred,a 6' averlop of �le moterM1
sf.nllalso 6e �a7ulre0.
7/e curioin mo7erlalsMll�e supporled by a flolaflon ma�erlolluvlig over 29 Ibs/f�
buQyonry.Tle floa�lig curtoln sMII Mve a 5/l6' galvanhed cMfn as ballas� aiM dual
5/l6' 9oNOnized wlre ropzs wi�h o hzary vlryl caatlig as lood //ries.
Conslruclion MeilpOs
Tha Con�roctor sfpll molnioln 1/e Flooiing 7u�bldlry Cur�oln In o soflsfociory trorrdld�
unfll!ls removol ls requesle� by f/e Engineer.7ha curtoln slpll e.he� �o ife boliom �
�le JurlsOlctfoirolresairce.Mrcfpr Ve cwfain accordlig �o monufacfwe�
�ecommerr0olfons.
Meosu�emenlon0 Poymenf
Flcniing Turbidly Curlaln wlllbe measured and pald for os the ocfualnumbe� of st
yarOS a! cuilaln /urolsMe os sp^c7�led a� accepled.5uch p�lce ond p�ymen�wlllb
compensaifon to� Ne wa�k os desc�lbed ln fhl5 sec)lon f�ludliq but no� Iimi�e0 10
Nrnishing allmalerlols,teols,equlpment.and alllxldenlals �cessary to complefe Ife
wo�k.
Paymen� w!ll be mode u�en
Poy Nem
Flcvting Turbldiy CUr�OIn

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DARE COUNTY SOUTH DOGWOOD TRAIL BR/DGE
CROSS SECTION /NDEX
—L— (SOUTH DOGWOOD TRAIL)
—Y2— (TALL PINE LANE)
X-1 THRU X-6
X-7 THRU X-8
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STATE OF NORTH CAROLINA ���� �8-5^;' ` X=;^ .
�<
DIVISION OF HIGHWAYS ��� KimleyHOrn P.o.�.�� ;
� and Associates, Inc. n�aen, N.c. s�s�, `
", i
CROSS-SECTION SUMMARY
UNCLASSIFIED UNCLASSIFIED UNCLASSIFIED
EXCAVATION EMBANKMENT EXCAVATION EMBANKMENT EXCAVATION EMBANKMENT EXCAVATION EMBANKMENT
STATION VOLUMES (CU. STATION VOLUMES (CU. STATION VOLUMES (CU. STATION VOLUMES (CU.
VOLUMES (CU. VOLUMES (CU. VOLUMES (CU. VOLUMES (CU.
YARDS) YARDS) YARDS) YARDS) YARDS) YARDS) YARDS) YARDS)
:CTION I SECTION I
-___.__.__..._ __ _ -_ . ____-__.__ -_ -Y2- . _ "_'- _._.__ _._.....___ ...____ .. ____.- _- _' _ - - _ _ - -'-_"__ - ____....._" _- _ - __- _ _.___ .'__- - ___..
_ - _ - _-____.__ .._..... ._..___- -_ _ _ -_ — "'.. ". -_"__' _.."__'_""_ _. "_
.__'"__ . _-_ -___ _ _--. _-- - _ ---_ __- _ _ _ _ . _...._.___._'_"' __'_ . __- ___-
-. ---_ --____ __ -_ - _-. ______ - __.
t15 00 0.0 1043] 0.0 00 ___ ___,__.______
_ --__-__-"_--"-- -________ _
♦25 0.] OS_._'____" '__"_-'-__'O*�_--___— 2] 0.1
......_. . .._..___ _ _____. . ___.__ ._.._ . .-_.__... __.._..._._._.
..._. .._..__. .._...._ .__ _-__.__-_-__-"-___ _. ._._ --__. _. .._._
._.. _ ..__ ... _._._. ._..._ _ ___.___ _._-_ " "_"-_ _____. _ __ _..__ _. .
�50 4.0 22 10a5p 3.4 0.4 _._ __ ..__ _ ___
.....__. _._'-_._.. _-- -_ _ _ _ _ _ _--_ - -- -- _-____"
__ ......_"' . __ - - - - - - _- _ - -- _ _- _.- -_ _. __- _____- __..
- __ _ - . _. .____ _.._.__ __. .._ ._.______- '_._.____._ .
�75 3.8 42 10t70 1.8 72
_'_"_'- - _ - _ -_- '. _ _____.._'- _ _ - - -__.__.._ ._..___ - -
_- - -_ __.. . _. __"'___' ___.__'____ _ ___' _ _- -. _ - - . - - - _ --- - __ -__. _'___'-___ __ '"_'_'_..___.- _--_
�00 �� �-�--22 133 10�80 0.9 22.8
- _ - _- -'- - -'__' _ ._....._. _ - __-_-- - - _-_ .. '_ "__ __. " - - _ --
_'--_ -_ "'_-___ - "_ _ ---._.__ ......_. .._.__.__.. ._.._.._._...____._-_-- -_ -" _- -
. _ . _ _ __- __ - - _ _ __ -
�25 1.0 18.0 10t90 0.4 189 _'____ __ _ _____.._.._"____ __ _ .
- _ -_ -_ _' _ ____. -__"_-_- _ _" __' .___"'___- __- _'__'___"_..__'_ "_.__._._"'_" __.. __ - - _ - _
_ - - - -- - _- _-.- - "__-_'- __'"'__-'_" _- - -. - - _-
�29 0.0 1.3 11403 0.1 38 ___._____ ._... _.___
. ___ ..__..._. "_'"_'_..._. _._____ _' - _"- - ---
- - __ - - - - - - - - -_ --_'_
.._._"__..___"___-_---_ — _-_ - --- - ._.
__ ___" "_ ._.. _- -- _ _ __ __- _. .
. . . . . _ _. _ _ _
�81 0.0 0.0
__ _ ____'__.." _ '"'_"_______'_'_'___. __ _"_ _.._-_'_ "_-- -- _ —____. _._._.._..__ ..
_.'_'_ -- __ . ___"__.._._._
-_- _- - - _ _- -- - - _ _ -_- _- -. - - - - -- _ - - --_ _
�00 00 31.5
_._._ .__ -_. _- ____" _-__-___ _.-_.__ ._..
._._ ..__ __..._._ _..___ ____"____. _"-__" __-"-_ ___-_.__-. .____ _.___..
. ___.. ______ _.. __ __- _ _ _- _-__ -_. _____ _ .. _. ...
.___.__ __"-___. _. ___ ___ .. .
�25 0.7 597
- _-. _'____'_"__'.._._."--_ -- .._ -___---
___.._ ____.___ . _ ___' -_ _-- __. ___ __-__ _._' ____- _"— _ _ -
- --_ -- _- _..._- . ___ '_....___'_ "'__._'_"' . __" _' -- - - . .
�50 04 322
-_ "-'---"__ .._.._.._____". __ _"_.__- _ ... . _ _ _-__- -- _
. _ .. . .__.__ __'"' _" _'_""__ _ - -_- __— _
_
__ __- _ _---_ __-__-_ _.._
i]5 1.0 19.1
•00 — _--1.3 —____"_ 7.9 --- _ _ __-"___'- —'_'"-_ ___
s05 -- _-_' 0.1 '-__'__'__ 0.3 ___'_—_ '_'-' —_-_—
. _... .__. _._....... . . .._._ __._. .___ _. __._ .__. ___._ ..... ... ........ .. .... ..___.. __.___ ___. ._ ._ .. _ . ... . . .. ... ......_. . .... . .___. _______..
.. . - - ---.---. -..-... -. ---- .- -- .--- . -. . . -. - ---. . . . -------- --- Approximale quantilies only. Unclassified excavation, bovow . . . - . .. .... . ... .
.-___ - ------. ---.---- -. ------- -.-----. -------- ---. .. ------------ ----- - -excavatlon,shoulderbonow,finegrading,elearingand9�+bbin9, ------- -----..-
__ _____. --__._---- -_ _-___._. .____._.____-_—____— . _— .-__.— — _— ___- — — __--_._. _.__._ .___.._--._-__---_breakingofexistingpavementandremovalofexistingpavement __-_- ._... .__._..____..
will be paid for at the lump sum price for "Grading".

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