20170698 Ver 1_02 PCN form_20170606

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre -Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number: NWP: 12 / GC 4086
1c. Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
❑ 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
® 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ❑ No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
❑ No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
® Yes
❑ No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Tideland EMC — Aurora — New Bern 230 KV Transmission Line
2b. County:
Craven
2c. Nearest municipality / town:
Bridgeton
2d. Subdivision name:
2e. NCDOT only, T.I.P. or state
project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
Duke Energy Progress, Inc
3b. Deed Book and Page No.
DB: 1297, PG:782 / DB: 1755, PG: 15 / DB:3438, PG:99
3c. Responsible Party (for LLC if
applicable):
Gail Tyner
3d. Street address:
410 S. Wilmington Street
3e. City, state, zip:
Raleigh, NC 27601
3f. Telephone no.:
919-546-2974
3g. Fax no.:
3h. Email address:
gail.tyner duke-energy.com
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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: Eventual Owner
4b. Name:
Property Identification
4c. Business name
(if applicable):
1a.
4d. Street address:
2-024-003, 2-024-210
4e. City, state, zip:
Site coordinates (in decimal degrees):
4f. Telephone no.:
1 c.
4g. Fax no.:
Project Area: 2.9 -acres
4h. Email address:
Surface Waters
5. Agent/Consultant Information (if applicable)
5a. Name:
Kevin Yates
5b. Business name
(if applicable):
McAdams Company
5c. Street address:
2905 Meridian Parkway
5d. City, state, zip:
Durham, NC 27713
5e. Telephone no.:
919-361-5000
5f. Fax no.:
919-361-2269
5g. Email address:
[e-mail]
B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
2-024-003, 2-024-210
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.156126 N Longitude: - 76.990339 W
(DD.DDDDDD) (-DD.DDDDDD)
1 c.
Property size:
Project Area: 2.9 -acres
2.
Surface Waters
2a.
Name of nearest body of water (stream, river, etc.) to
proposed project:
Upper Broad Creek 27-106-(1)
2b. Water Quality Classification of nearest receiving water:
C; SW, NSW Stream Index Number
2c.
River basin:
Neuse / HUC: 03020204
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PCN Form — Version 1.3 December 10, 2008 Version

3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
The project area is located within an existing Duke Energy Progress transmission line easement, bisected by
King Neck Road (SR 1613) ) with entrances .40 miles south of its intersection with Stapleford Road,
approximately 3.5 miles northeast of Bridgeton, in Craven County, North Carolina. The project area is
approximately 2.9 acres, within the existing Duke Energy Progress right-of-way.
The subject property drains to Upper Broad Creek, which is a designated Class C/SW,NSW, and a tributary to
the Neuse River within the Neuse River basin (HUC 03020204). There are no mapped surface waters either on
the USGS quadrangle or Craven County Soils Survey within the project area, nor any surface waters within the
project area subject to the Neuse River Riparian Buffer Rules. The nearest surface water, Upper Broad Creek,
which is subject the Neuse Buffer Rules, is approximately 395' east of the project area. There are four riparian
wetland areas within the project boundary of the existing easement, wetland areas 1 (0.15 -acre), 2 (0.39 -acre),
3 (0.12 -acre), and 4 (0.34 -acre), which totals 1 -acre. The wetland areas within the project area are currently
maintained in an herbaceous state, as part of the routine maintenance of the existing overhead transmission line.
These wetland areas can be categorized as Palustrine Shrub -Scrub (PSS) according to the Cowardin
classification system.
A jurisdictional wetland delineation performed by Environmental Services, Inc. and field verified by Mr. Gary.
Beecher (USACE representative) on December 13, 2016. A Preliminary Jurisdictional Determination was
issued January 5, 2017 (AID SAW -2016-02281). See Figures 1-3, Sheet 2 of the Construction Drawings, and
the enclosed documentation for existing conditions.
Land use within the vicinity of the project is primarily agricultural and silviculture.
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PCN Form — Version 1.3 December 10, 2008 Version

3b. List the total estimated acreage of all existing wetlands on the property:
Riparian: 1—acre of (PSS) wetlands within the project area
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
None
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to install switch structures 66-1 and 68-1 along the Tideland EMC – Aurora – New
Bern 230 KV Transmission Line in Craven County.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed project consists of installing switch structures 66-1 and 68-1 along the Tideland EMC — Aurora —
New Bern 230 KV Transmission Line in Craven County. The project will be providing a permanent driveway
pull -off to the Duke Energy Progress transmission line right-of-way on both sides of King Neck Road, and a
gravel access drive to the proposed switch structure 68-1. Switch structure 68-1 will be a remotely operated
switch that requires testing on a monthly basis, therefore a permanent access road is proposed in this location due
to frequent access requirements. Switch 66-1 will be a manually operated switch, which does not require frequent
testing or access, therefore a permanent access road is not proposed in this location.
Although efforts have been made to avoid impacts to jurisdictional waters, two wetlands will be impacted by
grading and fill associated with the eastern gravel access road. There are proposed impacts to wetland area # 4 of
0.01 -acres and 0.07 -acres of impact proposed to wetland area # 3. There is a total of 0.08 -acres of riparian wetland
impact associated with the proposed project, while avoiding the remaining 0.92 acres of wetlands within the
project area. There is a temporary access road proposed on the western side of King Neck Road for construction
access to the switch structure 66-1 location. Temporary composite matting will be utilized for this eastern
temporary access road and placed on the ground surface, without any disturbance to the sub -surface of the
wetlands areas within this location. This temporary access road will also utilize an existing access trail,
minimizing new land disturbance in this location. As noted previously the wetlands within the existing
transmission easement are maintained in an herbaceous state, so placement of the temporary composite matting
will not require clearing of forested wetlands in these locations. There are no other proposed impacts to
jurisdictional waters and Neuse Buffers associated with the proposed project (See Sheet 4 of Construction
Drawings).
Typical construction equipment, such as a track -hoe, front end loader, and dump and equipment trucks will be
used.
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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 /
®Yes El No El Unknown
project (including all prior phases) in the past?
Comments:
4b.
If the Corps made the jurisdictional determination, what type
❑ Preliminary ❑ Final ❑ (UNKNOWN)
of determination was made?
4c.
If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: Environmental Services
Inc.
Name (if known):
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A preliminary jurisdictional determination for the project was issued by Mr Gary Beecher, of the USACE on January 5,
2017, based on USACE field verification on December 13, 2016 (USACE Action ID # 2016-02281).
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?
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b.
If yes, explain.
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PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below for your project (check all that apply):
® Wetlands ❑ Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number -
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ - non -404, other)
(acres)
Temporary T
Impact Area -1
Grading & Fill
(for Switch Station)
Riparian (PSS)
❑ Yes
® No
® Corps
® DWQ
0.01 ac.
Impact Area -2
Grading & Fill
(for Switch Station)
Riparian (PSS)
El Yes
® No
® Corps
® DWQ
0.07 ac.
2g. Total wetland impacts
0.08 ac
2h. Comments: (See Figure 4 )
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ - non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
❑ Corps
❑ DWQ
❑ Corps
❑ DWQ
3h. Total stream and tributary impacts
N/A
3i. Comments:
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the
U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
- Permanent
(P) or
Temporary T
01 ❑P❑T
02 ❑P❑T
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
N/A
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
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PCN Form - Version 1.3 December 10, 2008 Version

5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
(acres)
number
pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
K Total
N/A
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
® Neuse F-1 Tar -Pamlico El Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for impact
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
T
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Impacts to jurisdictional wetlands, streams, and buffers have been avoided and minimized to the maximum extent
practicable. There is a total of 0.08 -acres of riparian wetland impact associated with the proposed project, while
avoiding the remaining 0.92 acres of wetlands within the project area. The eastern permanent access road will
cross wetland area # 3, at a near perpendicular angle and has been designed at the minimal width necessary to
provide safe ingress and egress to the site, minimizing wetland impacts in this location. There is a temporary access
road proposed on the western side of King Neck Road for construction access to the switch structure 66-1 location.
This temporary access road will also utilize an existing access trail, minimizing new land disturbance in this
location. There are no other proposed impacts to jurisdictional waters and Neuse Buffers associated with the
proposed project.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
There is a temporary access road proposed on the western side of King Neck Road for construction access to the
switch structure 66-1 location. Temporary composite matting will be utilized for this eastern temporary access
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PCN Form — Version 1.3 December 10, 2008 Version

road and placed on the ground surface, without any disturbance to the sub -surface of the wetlands areas within
this location. This temporary access road will also utilize an existing access trail, minimizing new land
disturbance in this location. As noted previously the wetlands within the existing transmission easement are
maintained in an herbaceous state, so placement of the temporary composite matting will not require clearing of
forested wetlands in these locations.
Proper sedimentation and erosion control methods will be utilized during all phases of construction and
installation, as described in the Erosion Control Plan sheets to be reviewed and approved by the NC Division
of Mineral, Energy, and Land Quality and/or Craven County. The contractor shall install silt fence, inlet
protection, sediment traps, diversion ditches, tree protection, and other measures as shown on the erosion
control plans, clearing only as necessary to install these devices. All erosion and sediment control measures
will be checked for stability and operation following every runoff producing rainfall, but in no case less than
once every week. Any needed repairs will be made immediately to maintain all measures designed. An erosion
control inspections report is required and will be kept by the owner's representative.
All slopes shall be graded no steeper than the angle that can be retained by vegetative cover or other
adequate erosion control devices or structures. No material for construction will be placed in wetlands,
streams, or Neuse Buffers at any time. Excavation will be limited to the area necessary for site preparation;
all excavated material will be placed and retained on high ground. All excavated material will be placed
landward of jurisdictional wetland contours on high ground and confined by adequate dikes or other
retaining structures to prevent erosion and sedimentation into adjacent waters, wetlands, or Neuse Buffers.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
❑ Yes ® No
2a. Does the project require Compensatory Mitigation for impacts
There is 0.08 acres of total impacts to waters of the
to Waters of the U.S. or Waters of the State?
U.S. on the project site. The applicant proposes
mitigation in the form of avoidance and
minimization to waters of the U.S.
2b. If yes, mitigation is required by (check all that apply):
❑ DW R ❑ 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:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
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PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments:
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:
0 linear feet
4c.
If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d.
Buffer mitigation requested (DWQ only):
square feet
4e.
Riparian wetland mitigation requested:
acres
4f.
Non -riparian wetland mitigation requested:
acres
4g.
Coastal (tidal) wetland mitigation requested:
acres
4h. Comments: There is 0.08 acres of total impacts to waters of the U.S. on the project site. The applicant proposes
mitigation in the form of avoidance and minimization to waters of the U.S.
5.
Complete if Using a Permittee Responsible Mitigation Plan
5a.
If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6.
Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a.
Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
3 (2 for Catawba)
6f. Total buffer mitigation required:
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).
6h.
Comments:
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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
1 a. 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:
There are no mapped surface waters either on the USGS quadrangle or Craven
County Soils Survey within the project area, nor any surface waters within the
project area subject to the Neuse River Riparian Buffer Rules. The proposed
access road and switch station pad will be graded to allow for sheet flow from
❑ Yes ® No
all sides and dissipate into relatively flat slopes of 2% or less. There are no
sources of concentrated and/or high -velocity flow from the proposed project
area to a protected riparian buffer. The nearest surface water, Upper Broad
Creek, which is subject the Neuse Buffer Rules, is approximately 395' east of
the project area, therefore a diffuse flow plan is not proposed for this project.
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
New Proposed Impervious: N/A
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Since the total disturbed area is less than 1 -acre a stormwater management plan will not be required for the
proposed project.
❑ 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?
❑ Phase II
3b. Which of the following locally -implemented stormwater management programs
® NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
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:
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PCN Form — Version 1.3 December 10, 2008 Version

4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
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)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ❑ No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑ Yes ❑ No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑ 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 project is a single and complete project with appropriate land use control measures in place
for specific areas which require them.
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.
N/A
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PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
® Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
F-1 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 USFWS web page (http://www.fws.gov/endan eg red/) and the Natural Heritage virtual workroom
(hltp://www.ncnhp.org/web/op/nhp-map-viewer) were accessed on May 12, 2017 to determine if the
project would impact Endangered Species or Designated Critical Habitat. Based on this research, the red-
cockaded woodpecker (Picoides borealis), red knot (Calidris canutus rufa), sensitive joint-vetch
(Aeschynomene virginica), rough-leaved loosestrife (Lysimachia asperulaefolia), West Indian manatee
(Trichechus manatus), American alligator (Alligator mississippiensis), and leatherback sea turtle
(Dermochelys coriacea) are federally listed species that occur in Craven County. Based on field
inspections by others, it is believed that no adverse impacts to threatened and endangered species and
their known habitat will occur due to the construction of the proposed project.
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?
An interactive map called the Essential Fish Habitat (EFH) Mapper
(http://www.habitat.noaa.goy/protection/efh/efhmWper/) was accessed on May 12, 2017 to determine if the
project will impact Essential Fish Habitat.
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 North Carolina State Historic Preservation Office interactive map, which shows the
locations of properties and districts in Craven County, North Carolina entered in the National Register of
Historic Places (http://gis.ncdcr.gov/hpoweb/) was conducted on May 12, 2017. It did not reveal any
listings within the project area. It is believed the proposed project will not occur in or near an area that has
been designated as having historic or cultural preservation status by the state, federal, or tribal
governments.
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PCN Form — Version 1.3 December 10, 2008 Version

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: This project will be designed to meet FEMA requirements
and will be reviewed by the local delegated Floodplain Manager within Craven County.
8c. What source(s) did you use to make the floodplain determination? North Carolina Flood Insurance Rate Map Panel
6500 (Map No. 3720650000J; effective date 7/2/2004) shows that there is a 1% Annual Chance Flood
Hazard area on the portion of the subject property east of King Neck Road.
Kevin Yates
2017-06-02
Date
Applicant/Agent's Sigr%,Yuro
(Agent's signature is valid only if an authon2atlon letter from the applicant
Applicant/Agent's Printed Name
is provided.
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PCN Form — Version 1.3 December 10, 2008 Version

40
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New Bern, NC 28562
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Ward and Smith, P. A�
STATE OF NORTH CAROLINA
COUNTY OF CRAVEN
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Becky Thorson, Resister of Deeds
Date 05!1812000 Time 1SR40058 1 of 3
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entered into
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part; and MARY DUNN
Saints Delight Church Road,
party of the second part;
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New Bern.
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North Carolina 28560,
That
the party
of -the
first
part in
consideration of the
sum of Ten
Dollars ($10.00)
and
other
good and valuable
considerations to said party paid by the party of the second part,
the receipt of which hereby is acknowledged, has bargained and sold
and by these presents does bargain, sell and convey unto the party
of the second part, said party's heirs and assigns, subject to the
life estate here.inaf ter the following described property,
to wit:
All that certain tract or parcel of land lying
and being situate in Number Two (2) Township.
Craven County, North Carolina. and being more
particularly described as follows. -0
Beginning at the late E. E. Tingle's North
West corner on the Mill Race and runs down
said Mill Race to the run of Morgan Swamp,
thence down the run of said swamp to the run
of Broad Creek, thence down the run of said
Broad creek to the mouth of Reedy Glade,
thence up said seedy Glade to the Rowe Canal.
thence up and with said canal to now or
formerly Ester Tingle Dunn's corner, thence
North 5 East 96 poles to the head of a ditch.
thence down said ditch North 33 East 96 poles
to the Main Road. and same course to the
beginning. containing 240 acres more or less.
The above-described property is a portion of
the property conveyed from J. V. Tingle and
wife, Emily Tingle, to Lester Tingle by deed
dated the 28th day of April, 1849 and recorded
in Book 430 at Page 19 in the office of the
Register of Deeds of Craven County.
x'35

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r
Date 05/18/2000Time9 9
58
iso: 2000-00007629
The party of the first part rese.fi&e,s 16
and retains from this conveyance a 11'75Nehta e
in and to the above-described property.
During the pendency of said life estate, the
life tenant shall pay the ad valorem property
taxes assessed against the aforesaid property
and shall maintain said property in at least
as good a condition as presently exists,
normal wear and tear excepted. During the
pendency of the life estate, the life tenant
shall insure the improvements located on the
above property against fire and similar
casualty in an amount equal to its replacement
value. Such policy of insurance shall name as
insureds the owner of the life estate and the
party of the second part as their interests
may appear. It is agreed that in the event
any insurance proceeds are paid due to the
occurrence of an insured casualty, the owner
of the life estate may use the insurance
proceeds to restore or repair the improvements
damaged by such casualty.
2 of 3 Pgs
TD HAVE AND TO HOLD said property and all privileges and
appurtenances thereunto belonging to the party of the second part,
said party's heirs and assigns,
Lnabove reserved, forever.
sub-iect
the life estate
And the party of the first part does covenant that said
pasty is seized of said property in fee and has the right to convey
same in fee simple; that the same is free from encumbrances except
any encumbrances or restrictions mentioned above and that said
party will warrant and defend the title to the same against the
lawful claims of all persons whomsoever.
IN TESTIMONY WHEREOF, the party of the first part has set
said party I s hand hereto and has adopted as said party's seal the
typewritten word "SEAL" appearing beside said party's name, this
the day and year first above written.
Lester Tingle
2
(SEAL)

y
s
STATE OF NORTH CAROLINA
COUNTY OF CRAVEN �
I F
0
I
Date 45/18/2000 Tire 1`,40:58 3 of 3 gs
kn: 2600-00007629
Book 1't55 Pa9e 1'�
a Notary
Public in and
for said County awl State, do
nereoy cerLiry
Lnaz
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r,arcnn= 1 1 �, annpa rPr� hPfc�re
me
s day
and
LLIs71 F1lS Vci vvaauis.)r t,.r......�....... thiT---acknawledQed the due execution of the foregoing instrument
WITNESS my
11Wu.._
b d�S
hand and notarial seal. this the IrPko day of
200D.
Expires0
STATE OF NORTH CAROLINA
COUNTY OF CRAVEN
The foregoing
certificate of
a Notary
State, is certified to be correct. This instrument
for registration this day and hour and duly recorded
of the 'ster of Deeds Craven County, North
Book , Page /t
Thi Sday of
o'clock . M.
000438-0001
BI 4 012 01 * 1
Regi
& Yrv?d) R. b
f y and
r�.sentMel
in the office
Carolina. in
2000, at
er of Dds

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1"'NGITUDE: -76.990339% 5. SrM Ar4D EROSION CONMOL DEMIS
LNUMBER: 1453
OWNER: -
DUKE
-
410 S. WILM[NGTON STREET
RALEIGH, NC 27601
CONrACT:
GAIL TYNER
EMAIL: Gall.l�merGduke—energyxom ti`1*14s�'ARCZ
+iaytJtdj
'�•�~
PHONE: Inlo” 546-2974
SEAL
033840
THE JOHN R. McADAMS
Know ofDeiow.
VICINITY MAP limb,
Gall fore you d
rr contact: D 1 mggns
BIDDING AND PERMITTING SET
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
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MILL POND RD
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1"'NGITUDE: -76.990339% 5. SrM Ar4D EROSION CONMOL DEMIS
LNUMBER: 1453
OWNER: -
DUKE
-
410 S. WILM[NGTON STREET
RALEIGH, NC 27601
CONrACT:
GAIL TYNER
EMAIL: Gall.l�merGduke—energyxom ti`1*14s�'ARCZ
+iaytJtdj
'�•�~
PHONE: Inlo” 546-2974
SEAL
033840
THE JOHN R. McADAMS
Know ofDeiow.
VICINITY MAP limb,
Gall fore you d
rr contact: D 1 mggns
BIDDING AND PERMITTING SET
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION

VICINITY MAP o
NTS QJoQ
MILL POND NOTESGENERAL
s�ROAD 1.) THIS IS A TOPOGRAPHIC SURVEY. NO BOUNDARY WORK WAS PERFORMED.
60�
1
Y
z ¢ 2.) NAD 83(2011) VRS
SITE wo
�6 z0 3.) FLOOD NOTE: THIS PROPERTY IS NOT LOCATED IN A SPECIAL
Y FLOOD HAZARD ZONE. IT IS LOCATED IN ZONE "AE" AS DEFINED
y�o BY FEMA F.LR.M. MAP# 3720650000J
X10 DATED JULY 2, 2004.
5.) REFERENCES: DB 1755, PG 15 DB 3438, PG 99
�� OF THE CRAVEN COUNTY REGISTRY
.1 .... PIN
• ya, PIN 2-024-003 2-024-210
G 6.) UTILITY STATEMENT: THE UNDERGROUND UTILITIES SHOWN HAVE
p�....... �,
,.:.�:.:.:..:..:. y BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING
�� DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES
IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR
FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES
... • .
.......: "' SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE
DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS
o POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS
W NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
LU
7.) THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT BENEFIT
OF A TITLE REPORT. THIS SURVEY SUBJECT TO ANY FACTS AND
EASEMENTS WHICH MAY BE DISCLOSED BY A FULL AND ACCURATE
LEGEND TITLE SEARCH.
O• EXISTING AS NOTED
M EXISTING MONUMENT
0 IRON PIPE SET
CALCULATED POINT
QD STORM DRAINAGE MANHOLE
.. .......
CURB INLET �: zp .......... .. .
Wil Up MORG Ne- ..... .
❑ DROP INLET p q E ...
CA .... ER gRo SwgMp
FLARED END SECTION qD C
ReF..................................
Q SANITARY SEWER MANHOLE k''
© SANITARY SEWER CLEANOUT ®.., .........
WATER MANHOLE '`.�,...'.'......, .
WATER VALVE
® MONITORING WELL MARY DUNN DAVIS ..... I ....... . ........ .
DB 1755, PG 15
..........
................................
............
tiYo.......:....'.':......'.......'.-`.'.'.'.'.'..'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.. I ............ .
� WATER METER
.....
�- FIRE DEPARTMENT CONNECTION 1m..�:........
�.' .' .' .' .' .' .' .' .' .' .' .' .' .
.IRRIGATION CONTROL VALVE '.�.�:.'.'.'.'.'.'.'.'.'.' .' .' '.'.'.'.'.'.'.'.'.'.'.-.'.':'. .....:.:.......:... �•.•.•.•.•,-,•_•.•.•,•.•.-.•
3- c ENCN -
❑eFP BACK FLOW PREVENTER p8 GAS SEMe --___ .. , .'..'.....................'` �..::::::.::::::::::::.':.'.'.'.•.'.'.'.•.'.•.'.•.'.'...'.
219 7 P NT w w _ . l .' ........................................ .
UTILITY POLE G 782 w
....
..........................................
APPRpXI Ou � -�-__ �' - __ •••.•,•,•,•,•.•.-• ;.;•... - ..-ZONE..... AE ......•.. MARY DUNN DAVIS ...... .............................. .
LIGHT POLE LOCATION OFA7RAIL ou ou w w w w 12 __�/ � J MOR AN SWAMP :J DB 1755, PG 15 60, �.......
GUY WIRE - G` ____ ~�� ...... UPPER, BROAD• CREEK. j ..........................................
a......'......:._.
❑T TELEPHONE PEDESTAL -- ou ou o w W ou ou �2--G w w w w °� ®.... oJJ o� D/ / �....'....................................... .
TELEPHONE MANHOLE \1ou w w buw w w ou �- ou'_— ou w w w w --
/ E ISTiNG WETLANDi .................... .
° o , ... .........
�ARIA
OE ELECTRIC MANHOLE ou w w w ou ou w__, _` __ ELECT� C M j .. Q .... .
J Ob pU -� _ OU w v+ w J w w w w w -_k _ - w LIT / I.. !` C� �� ........... . .. .
Q ELECTRIC BOX 4 w out` U ou_- ou ou w w w w w w w w w- W DB EASEMENT Y J 4 Q'zQ.GQ'. .
v -- u w w wWETEAN[3 ARBA v 43$ J w
WETL D AREA #1 u - ° _ -- ou - PG 102
/..:'.�� p .....'.' ........................ .
GAS VALVE w ou ou 0 *DUKE EI4ERG W w w w w 'L Q� OQ ............................... ... .
DQ S PER D7UKE ENErG ou / '..'
_.-.__..' ,nNCNG / O� 0• MARY DUNN DAVIS :...
.....
w w w w °U w w w w w w w w DB 1755, PG 15
© .GAS METER --- __ ,L � ou �_ ou ou-____,_ ou w w � �-_.. °u '_w-.._ w ".J
...........
® HVAC _ �w w - __ 0 -`- - ou u DB 21„97EA5 T _ _ f Q�.'.'.'.'..'.'.'..'.'..'.................................. .
w - ou ou w w w w ouY ou 1�G yg c o - __ JQ....1...'.'....................................._......
—o— SIGN _ _ ou `--- W w v w w f ' ........... .
ou ou w w w wU Rv w ou 'z - voU w W w w W ti w 10 w w .... :... _ ....... ,.'...'.'.'.'.'.'.'.'.. m:'.
SURVEYED LINE - _ _ / L' .. _v. ....
72 OU OU w w w w OU
ou o f w ...... ..
—LINE NOT SURVEYED 7jou U v w ou ,.•.'.'.'.'.•.•.'.'.'..'.'. -... .. . . .
ou
ou .. ...
SD STORM DRAIN ou 0 D
w w ou
J w �N..'.�O(./. .... �W. ..�.. .�.
/.'... .. ay.'.'.WETLAND• •ARA #. ,
U °°J U w w .. ...'.. `.... .oq.............. �... .
ou OVERHEAD UTILITY LINE - _ w U / ou .......1-1..... •' "`-, .ou•: • AS'ER "bUl' ENRGI�
UE UNDERGROUND ELECTRIC 10 �� 0 0 w w % r ou._.::..: ' ' :..... ��c . •
w .. w .'.'-'.'.'.'.' .... ou w w'..'.'a .'...ac'...'ti.'.
MARY DUNN DAVIS _ ��_ w u 0U • • ...........
T UNDERGROUND COMMUNICATIONS LINE '--___ u'""'-•-�- � �,:_.
w WATER LINE DB 1755, PG 15 - _ _ / LVET LANDXA•R�A.. :'°U....... .
ss SANITARY SEWER LINE _ w • .... ..w
_ - 3 A .•PER...":--•-:--,...�ou,•.•�•••••,.......' .... .......
wDUK fRfY .. ou �.'.'.'. -'. •' �•'.'.'• .'•'•'�
° GAS LINE oJ° _ v,:.:.:.;;.:.:.:.
l
..
� .....�..... ... ''. '.."
x FENCE LINE .. .y.. w.. .w'.....'w.
.. .. .' v+.' w'. .' ._v.; .'. w.'..'..
;
FO UNDERGROUND FIBER OPTIC
12 CONTOUR LINE 4\ ® '.. ,:........ - w w
TREE LINE
A .......... ...
........... DB 1755, PG 15 ...................
ww WETLAND v� O /...'.'.'.':' .............. ....................................
Z ro r.'.....
,i .... P
ELECTRIC UTILITY EASEMENT • • •E�
. ...:.......... .
..............
�.'.'.'.'.QQ I ...:..... ........................................ ... ...............
I CERTIFY THAT THIS MAP WAS DRAWN UNDER MY SUPERVISION FROM
AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (REFERENCES AS
NOTED); THAT THE BOUNDARIES NOT SURVEYED ARE INDICATED AS
DRAWN FROM INFORMATION IN BOOK AND PAGE SHOWN; THAT THE
RATIO OF PRECISION IS GREATER THAN 1:10,000; AND THAT THIS MAP
MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND
SURVEYING IN NORTH CAROLINA (21 NCAC 56.1600). THIS 28th DAY OF
DECEMBER, 2016.
BRIAN E. HICKS, PLS L-4281
i,JOHN IL McADAMS
COMPAW1,t
2905 Meridian Parkway
Durham,
License No.: 0f
GRAPHIC SCALE
50 0 25 50 100
I, BRIAN E. HICKS, PLS, CERTIFY THAT THIS MAP WAS
ori®
CA
DRAWN UNDER MY SUPERVISION AND THE FOLLOWING
WAS USED TO PERFORM THE SURVEY:
1 inch = 50 ft.
®+•`�N •°•°A�'3%
INFORMATION
p�ESS X0.1, r o..
(1)CLASS OF SURVEY: CLASS A
® " a r
(2)POSITIONAL ACCURACY: < 0.100'
SEAL :
(3)TYPE OF GPS FIELD PROCEDURE: VRS
BIDDING AND PERMITTING SET
®r L-4281 cr:
%® Co,.*
(4)DATE OF SURVEY: 12-28-16
(5)DATUM/EPOCH: NAD 83(2011)
FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION
gyp•°®2o ����
•. 'A '•. S UR`I .•°G�
(6)PUBLISHED/FIXED-CONTROL USED: NCNB
®:
sRE a °'0®
(8)COMBINDEDEGRIDEOFACTOR(S): 0.99987907
„1�®®s
(9)UNITS: METERS CONVERTED TO US SURVEY FEET
NO. DATE REMSION Y CK. APPS
i,JOHN IL McADAMS
COMPAW1,t
2905 Meridian Parkway
Durham,
License No.: 0f

83
l SITE LEGEND
100' EXISTING '
cvb POWER POLE
TRANSMISSION LINE EXISTING VARIABLE w w
EASEMENT TEMCO ELECTRIC EXISTINGEDGE OF
35' EXISTING GAS UTILITY EASEMENT PAVEMENT —c c c— GAS UNE
EASEMENT ee
EXISTING WETLAND #2 ou ou OVERHEAD UTILITY LINE
EXISTING TRAIL -- - ,F f
v.;
(APPROXIMATE) -- , WOODED AREA
r
,Y .,
GRAVEL
`k......
.. v fi' r EXISTING SWAMP
' EXISTING H -FRAME
-�., v.E STRUCTURE TO BE f
'�� " y,
REMOVED �- F
14,
ASPHALT
...
,
,„
s,_� w
«.
41
tiY V� � � by "'tLr.,.~,a.,... �
.. .� �..,.. 3 f � � aM,��.« - EXISTING WETLAND
>"
EXISTING WETLAND #3 °`
w
s
PROPOSED H -FRAME
. ATE NOTES,
- -
____ - ,,..._� � .,a.,�.„_ � �fi � �V STRUCTURE B8
D #4
EXISTING WETLAND
,.._._,
s 3, a a..e PROPOSED SWITCH
<:� -�e, .,,;�.,, r-.,.. � 7. TOP{7GRAPHICSURVEY INFORMAT!(?N PROVIDED BY<MCADAMS DATED
�.. :>. STRUCTURE 68-1M
�...,.,...
A
>
DECEMBER 28, 2016.
�w, 2. NOT ALL EXISTING ; UT111TIES ARE SHOWN. LOCATIONS SHOWN ARE
uv
APPROXIMATE. IT IS THE CONTRACT R S N I I TO ACCURATELY
ORS EPO S B LlTY
:._ r: .,._
=.>.„ LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL EXISTING TIUTI PRIOR
TO THE.. START OF CONSTRUCTION. THE CONTRACTOR..- SHALL: NOTIFY NC811
w; E,
OR THEIR SUCCESSOR AT 1-800-632-4949 PRIOR TO EXCAVATION.
CONTRACTOR SHALL NOTIFY DUKE ENERGY PROGRESS, INC, IMMEDIATELY IN
�v THE EVENT OF ENCOUNTERING UNDERGROUNDSTAREQUIRING
ANY OBSTACLE
ro.a
w „.....'FOMTH P_ T M
� : 3 �.�,------
DEVIATION R E LAN. COST 0 REPAIR;iiA .AGED UTlL1TIES .SHALL BE
r _
ro
a,. 1
........
w,,,.BORNE BY THE CONTRACTOR.
�,,:-„., `Jf �T%1L �L_ *Ir �V qY tiL tilk” Vp 1Y +I�
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3 A TTI S B
w � �� �� �,..._ _e. ALL UTILITIES HALL E PROTECTED AND REMAIN ACTIVE UNLESS OTHERWISE
_.,
. ..: :.. ,,.�N,«.M NOTED. CONTRACTOR T
,
TESHALL NO DISTURB UTILITY POLES, GUY WIRES, OR
. ,... .. ,. .. > .............. �, � � � .a � N. �; w .v .� v, tiv v, tiv � .� � .►� � ANCHORS: WITHOUT PERMISSION FROM .DUKE ENERGY PROGRESS INC,
3 y. tiV
«w tiY til+ *L dr' V/ +l/ W w tiV Jf )l,
�� s � :. ,. ,;;_ . :. ............._, , . , : , .. , .........--_..:.._... ,... 4. ALL ...CONSTRUCTION SHALL CONFORM TO THE LATEST DUKE ENERGY
16 CATTLE GATE r-,.,�, <� :--; .. �� r; ; m.,.
�, - . •f r,SPECIFICATIONSDN OT R I l
{BY OTHERS) �" `� 30 R _ , .-�,w,.< �Y V .. ,_..�s,vY yi y �V
AN CD STANDARDS AND SPECIFICATIONS.
ONS.
by tiL tiY � tiV tiV
yr by .,1, ,y �. yr
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s--. 5. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED
,, s tiV +Jt rV : k wSf. til, by tiL y tiV tiV rL .L Jr yr
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tik .1, .� til, w w , y. .I. w >v .I. .►� %k PRIOR TO ORDERING OR INSTALLATION. THE CONTRACTOR SHALL WAIVE ANY
CLAIM FOR ADDITIONAL COST RELATED TO THE SUBSTITUTION OF ALTERNATE
tiV w � � ti � w tiV � v, w .v U/ � � 41 I 'd, tiV � 14
EQUIPMENT
» b tiY tiL tiV tiV by tiY .t, w tilt .I, d, tiY tiY tilt
6. EXISTING IMPROVEMENTS SLATED TO REMAIN ARE A
E D MAGED DURING..
y, ,, lk �, �, 41 � y, �, y, �, y, ,�, y, ,�, 14, y �, w CONSTRUCTION SHALL BE REPLACED/RESTORED TO THEIR 'ORIGINAL
CONDITION OR TO THE SATISFACTION OF THE OWNER BY THE CONTRACTOR
16' CATTLE GATE �--- �, �, v, � v, +� w lk v, ,I w w v, RESPONSIBLE FOR THE DAMAGE.
(BY OTHERS)
12" ABC ACCESS ROAD
�' �' � `� � �' `� � a' `�' 14 7. FOUNDATIONS, FENCES AND LIGHTING BY OTHERS. ,
ASPHALT DRIVEWAY APRON ,
� » SE£ SECTION DETAIL 'B' ON SHEET 5 {SEE DETAIL SHEET 5} .< tilt' ' tilt yr *Ir +1, vir
CO ( 8, STRUCTURE LOCATIONS WERE PROVIDED BY DUKE ENERGY PROGRESS (DEP)
AND ARE FOR REFERENCE ONLY. THESE DRAWINGS ARE FOR ACCESS ROAD
" ASPHALT DRIVEWAY APRON CONSTRUCTION ONLY AND SHALL NOT BE USED FOR LINE CONSTRUCTION,
J (SEE SECTION DETAIL A ON SHEET 5}
j 15' x 455' SIGHT 1V
DISTANCE TRIANGLE
(TYP.)
.F
s,
PROPOSED SWITCH
STRUCTURE 66-1
-►�„ PROPOSED H -FRAME
STRUCTURE 67 EXISTING TRAIL
-..,,. (APPROXIMATE)
-.. 35' EXISTING GAS
r
EASEMENT
�".�•.' �� � w,<� �,J ��� �..,. ,� 100' EXISTING
•.,.,, s EXISTING WETLAND #1
TRANSMISSION LINE
,
EASEMENT
z
� 3
til, J, tit,.
�',
Oull
«,
EXISTING WETLAND #2
a.,
�roa �
n
a
'�+•�.. � tiV �' �, .ate .<.�` . .
ou
clu
"".++..
t
W
by N, ,y by
Oki
EXISTING H -FRAME ,w ,Y •. ,1, •Y
STRUCTURE TO BE :a "�- ,...,,` ----- ,li
w.;
REMOVED
a z
t
INE JOHN TL
ADAMS
. C.
R 2905
7� ex Parkway "- rz ` Durham, No 27713
Ucense No.: C-0293
...... J Lia? -5 m M SS.V.t Oi l
M'"OADAmS
BlR$Xt4I -- � -
DUKE
Q SEAL':RGY*
c z GRAPHIC SCALE EIN6101mm
033840�, ! 30 0 15 30 60
Itomss
�+ hjS g �' • '" i inch = 30 #t, AURORA
#,
¢ ie •
11DELAND \+ "" ,P1Uii l� '"' NEW E(�I't 230 R IUNE
BIDDING AND PERMITTING SET S TCH STRUCTURES 66--1 68-1
FINAL DRAWING — NOT RELEASED FOR CONSTRUCTION SITE PLAN
LOCATION CRAVEN COUNTY, NC
SC 1"=30" SCALE RATIO 1:1 PRJ. N. OKE -1631 C
DRAW ABP CHK CMB AM.
NO. DAVE REVISION 6Y CK App. DATE 5/16/17 M. NO. CT -70135, SHMT 3 OF

I
I
WATTLES 4N LOW SIDE WATTLES ON LOW SIDE
W POLE INSTALLATIONSWSDEOF POLE INSTALLATIONS
PROPOSED SWITCH(TYP.)
STRUCTURE 66-1 (TYP•) N 5179
E 259994141..
7
COMPOSITE
PROPOSED H -FRAME
STRUCTURE 67
LD LD
^=
LD
ED
t
LD l w w•
ou
LD.• u � w W
ov`
\ \:. W w
\l OU
to ou
w v.ouav v
LIMITS OF
DISTURBANCE
(TYP.)
EXISTING H -FRAME I �w •• w
STRUCTURE TO BE
REMOVED
N 517951.4
E 2599919.9
N 517935.0
20 DEP WETLAND BUFFER LINE
E 2600013.7
(TYP•)
EXISTING WETLAND #1
PERMANENT WETLAND IMPACTS
EXISTING WETLAND
IMPACT (AC)
3
0.07
4
0.01
TOTAL
0.08
a
135' EXISTING GAS -�
N EASEME�
m
30 LF 15" CLASS
IV RCP 0 0.60%y
TEMPORARY CONSTRUCTION
ENTRANCE
CLASS B RIP -RAP -
OUTLET DISSIPATOR
8'LX4'WX18"D
•TEMPORARY CONSTRUCTION
ENTRANCE
GRADING AND EROSION CONTROL LEGEND
N 517972.1
E 2600025.0
100' EXISTING COMPOSITE MATS
MATS TRANSMISSION LINE
EASEMENT 35' EXISTING GAS & w w w v
EASEMENT EXISTING WETLAND
/ FLARED END SECTION
9
EXISTING TRAIL 6
(APPROXIMATE) + 250.60 SPOT ELEVATION
/ STORM DRAINAGE
N 517938.6 19 / -
-TP TP TP TREE PROTECTION FENCE
E 2600189.6 6
-SF SF -SF - SILT FENCE
WATTLE (TYP.)
E STING EDGE of / LD LD LIMITS OF DISTURBANCE
VEMENT
_ M �... •• 4 W�� EXISTING H -FRAME PIPE INLET PROTECTION
-�. _ « "Z"" ✓ STRUCTURE TO BE
\ EXISTING WETLAND #2/
LD-` \ �---,. �.` REMOVED EXISTING SWAMP WATTLE
COMPOSITE MATS '•'�-
�,
.� ,,--_.,...,� \ � �►' w ASILT FENCE OUTLET
m
7 s EXISTING WETLAND
_....
_ �..> � � �___,_. __ �.� .w� WATTLE (TVP.) -., �, / %// � /q�,,. #3
r
/ ", ov ` LD ."�' `�`�' r: W rM` // / S // PROPOSED H -FRAME WOODED AREA
t f
--�. �..,.�„ oto � � _. .v STRUCTURE 68
a,
>� v
w
250
/ MAJOR CONTOUR
ou
M _. �-�A,. // WATTLES ON LOW SIDE
w ;
v . �� .y v� -_.._. ..;v .v - ..-` MINOR CONTOUR
o a `' '^�� �/ OF POLE INSTALLATIONS
3 / 252
\ �,' w °> .v �v `• / �> (TYP.) 250_
�. j
� g.� a� ��\ �.. � ?� -•._.,._ _ ��.�,,,q � .� � ;. i / /------- - ------ EXISTING MAJOR CONTOUR
.4 , .,,.-'. .� W - � "Via,„,„. �.,�1, '"""'.�. ,Q� �w v. v. �" `- ." _ / ' s v 252
gip•. `�- "'" ,,,- ���"�1 m^=` w- ''" 9 . g EXISTING WETLAND 4 -----------------
11U EXISTING MINOR CONTOUR
EASEMENT UNE
<,
aw w "`y.,•.v •v .v .v w . v ",- _._ ! etc SILT FENCE
r
• w •v v.�` .�'v _ •v mss" .. .o •v') - - - - - - - - - DEP 20' WETLAND BUFFER LINE
WATTLE(TVP.) �� "" ` \ ?
t3 4^• .y .YM«,.'"_' rtG -«„a. L -"' _.,^..�,,. - _.., ' -, •a3�t / ....,,,.•, °�: •`_,.`. ,„.,d p° p ° p
�u ...-� Kms; ..�.�, ..� `"`"�,-� � �, � - . �s ., u� �., �� ..� � o� p C3'° pop ° CS`O o
�> �
Ci3is�'_
�""� ►..• w PROPOSED`..SWITCH".. Fw� �'" °° °ppo�C o CONSTRUCTION ENTRANCE/EXIT
N 517935.0 �� w �. k m i` / w_ w'' STRUCTURE 68-1
E 2600191:4
1 Cr°
�
20' DEP WETIAND BUFFER LINE
(TYP.)
1. CONTRACTOR SHALL CALL NORTH CAROLINA ONE CALL {1-800-
" ` r / w •v .. , .......' - � „ 632-4949) AT LEAST 48 HOURS PRIOR TO MOBIUZATION TO HAVE
N 517835.7.
_ EXISTING UTILITIES LOCATED. REPORT ANY DISCREPANCIES TO THE
..� �
N 517832.3 E 2600505.5 ......
;/ `!'....... ..... w
E 2600450.6 f 6 T ��_ . �: ENGINEER.
' m w I 2. NOT ALL EXISTING UTILITIES ARE SHOWN. LOCATIONS SHOWN ARE
;77.:�-� s� wl ; APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY
CONCRETE / / F LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL EXISTING UTILITIES PRIOR
Z-7
WASHOUT PIT �� ;• w TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY NC811
OR THEIR SUCCESSOR AT 1-800-632-4949 PRIOR TO EXCAVATION.
CONTRACTOR SHALL NOTIFY DUKE ENERGY PROGRESS, INC. IMMEDIATELY IN
(; LIMITS OF THE EVENT OF ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING
S s / DISTURBANCE DEVIATION FROM THE PLAN. COST TO REPAIR DAMAGED UTILITIES SHALL BE
(.�) BORNE BY THE CONTRACTOR.
SILT FENCE �s v 12" ABC ACCESS ROAD 3. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS
OUTLETS AT ALL! " (SEE DETAIL SHEET 6)
TVP.) 9 6 OTHERWISE NOTED. CONTRACTOR SHALL NOT DISTURB UTILITY POLES, GUY
LOW POINTS
( / WIRES, OR ANCHORS WITHOUT PERMISSION FOR DUKE ENERGY PROGRESS,
/ INC.
/ 6 - 4. STRUCTURE LOCATIONS WERE PROVIDED BY DUKE ENERGY PROGRESS
9 TIDELAND EMC AURORA NEW BERN 230 KV TRANSMISSION LINE NE
SWITCH STRUCTURES 66-1 AND 68-1 (DEP) AND ARE FOR REFERENCE ONLY. THESE DRAWINGS ARE FOR
RECEIVING WATERS - UPPER BROAD CREEK (NEUSE RIVER BASIN) ACCESS ROAD CONSTRUCTION ONLY AND SHALL NOT BE USED FOR LINE
9 , / CLASSIFICATION - C;SW;NSW CONSTRUCTION.
PROJECT NUMBER: DKE-16310 5. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE FINISHED GRADE
coy DESIGNED BY: CURT BLAZIER, PE ELEVATIONS (TOP OF STONE, TOP OF GRASS, ETC) UNLESS OTHERWISE
ti NOTED.
9 6 LIMITS OF DISTURBANCE FOR
TIDELAND EMC NEW P130JECT DESCRIPTION 6. CONTRACTOR SHALL FOLLOW ALL RECOMMENDATIONS IN THE SITE SPECIFIC
/ � %
DISTRIBUTION POLES '�
GEOTECHNICAL REPORT COMPLETED BY S&ME, DATED DECEMBER 12, 2016.
/ � `
THE PURPOSE OF THE PROJECT IS TO PROVIDE PERMANENT
o& MAINTENANCE PLAN
& 9 �b DRIVEWAY/PULLOFF TO THE DUKE ENERGY PROGRESS RIGHT-OF-WAY ON
BOTH SIDES OF KING NECK ROAD AND A GRAVEL ACCESS DRIVE TO THE
STRUCTURE AND LINE LOCATIONS BY 1 • ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR
PROPOSED SWITCH 68-1 LOCATION
( STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING
/ 49 S OTHERS). EROSION CONTROL FOR THE ACCESS DRIVE GRADING AND RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED
PROPOSED STRUCTURES IS PROVIDED BY SILT FENCE AND STRAW WATTLES. REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL MEASURES AS
DESIGNED.
/ s s EROSION CONTROL NOTES
/ 9 2. SEDIMENT FENCES SHALL BE INSPECTED AT LEAST ONCE A WEEK AND
AFTER EACH RAINFALL. REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT
1. EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AND INSPECTED
DEPOSITS SHALL BE REMOVED AS NEEDED TO PROVIDE ADEQUATE
EXISTING SWAMP STORAGE VOLUME FOR THE NEXT RAINFALL EVENT, AND TO REDUCE
6 PRIOR TO ANY GRADING ON SITE. THE CONTRACTOR SHALL CALL FOR A PRESSURE ON THE FENCE. FENCING MATERIALS AND SEDIMENT DEPOSITS
INSPECTION ONCE INITIAL MEASURES ARE IN PLACE. SHALL BE REMOVED, AND THE AREA BROUGHT TO GRADE FOLLOWING
2. SEDIMENT/EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM STABILIZATION OF UPGRADIENT DISTURBED AREAS.
6 EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT 3. WATTLES SHALL BE CHECKED AND CLEARED OF SEDIMENT AND DEBRIS
/ « EXISTING WETLAND #3 9 ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE. AND REPLACED AS NECESSARY.
CLASS B RIP -RAP �� / 3. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE
OUTLET DISSIPATOR S JOB SITE AT ALL TIMES.
8'L X 4'W X 18"D S
/ PROPOSED H -FRAME 4. CONSTRUCTION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL DEVICES
�-�ARE THE RESPONSIBILITY OF THE GRADING CONTRACTOR UNLESS OTHERWISE - STRUCTURE 68
SILT FENCE , PROPOSED SWITCH NOTED.
(TYP.) �� STRUCTURE 68-1 8
�
5. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A
` 1 VIOLATION OF THE EROSION CONTROL PERMIT AND IS SUBJECT TO A FINE.
6. DISTURBED AREAS MUST BE STABILIZED AS SOON AS POSSIBLE AND NO LATER
THAN 14 DAYS. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION
/ °j CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE ON THE PLAN. ALL
N 9.46 �D / 6 GRADED SLOPES STEEPER THAN 3:1 MUST BE SEEDED & MULCHED WITHIN 7
CIO
DAYS OF COMPLETION OF GRADING. ALL REMAINING DISTURBED AREAS ARE TO BE
o SEEDED AND MULCHED WITHIN 14 DAYS. SEE THE GROUND STABILIZATION CHART
M ON THIS SHEET FOR ADDITIONAL REQUIREMENTS.
�?r 0j
�
0 �- EXISTING WETLAND #4 9 7. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED
6\ BY A REPRESENTATIVE OF THE SEC DEPARTMENT.
ou
8.INSTALLATION AND MAINTENANCE OF ALL PROPOSED SEDIMENTATION & EROSION
... .. ;
CONTROL MEASURES IS REQUIRED. THE CONTRACTOR MAY BE ALLOWED, WITH
�Ic yr .v w .►• .a GRAPHIC SCALE
GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY WATER
(HQW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10'
SLOPES STEEPER
OR LESS IN LENGTH
THAN 3:1
7 DAYS
AND ARE NOT STEEPER
THAN 2:1, 14 DAYS
ARE ALLOWED
SLOPES 3:1 OR
7 -DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50
FEET IN LENGTH
ALL OTHER AREAS
NONE (EXCEPT FOR
WITH SLOPES
14 DAYS
PERIMETERS AND HOW
FLATTER THAN 4:1
ZONES)
32.LF.1.5".GLASS /.,r. PRIOR APPROVAL FROM THE OWNER, TO COORDINATE CHANGES TO Inc PLAN
_, ,
.... w - 40 0 20 4a so WITH THE ON-SITE SEC INSPECTOR AND THE ENGINEER OR THE OWNER'S
REPRESENTATIVE. TOTAL DISTURBED AREA = 1.50 ACRES
V, ... .... ........x.44•'.-..•
1 inch 40 ft.
9. CONTRACTOR WILL FIELD LOCATE SILT FENCE OUTLETS AT LOW POINTS IN SILT
a =
�'--�- SF FENCE AS REQUIRED TO PROVIDE RELIEF FROM CONCENTRATED FLOWS.
w , 07 sx ` _ `►' `V �`v `I' `I' `►' `t' 10. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED
2 g r `�--zoT''� I BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE%
I �' �' �" _GENERAL CON T JOHN R. MCAD
CONSTRUCTION SEQUENCE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION COMPANY, INC.
*40 FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE
12" ABC ACCESS ROAD - PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR
(SEE DETAIL SHEET 5 "�•- . ENFORCEMENT NOTE i. FAILURE TO FOLLOW THIS CONSTRUCTION 6. BEGIN CLEARING, GRUBBING AND GRADING OF SITE IN
' `I' `y SEQUENCE MAY RESULT IN ENFORCEMENT ACTIONS, INCLUDING BUT ACCORDANCE WITH THE APPROVED S&E CONTROL PLAN. GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT 2905 Meridian. Parkway
NOT LIMITED TO CML PENALTIES, INJUNCTIVE RELIEF, CRIMINAL BEEN GIVEN. Durham, North Carolina 27713
PENALTIES, AND PERMIT REVOCATION. ADDITIONALLY, OFF-SITE 7. PROVIDE ALL DISTURBED AREAS WITH GROUND COVER WITHIN 14
LIMITS SEDIMENTATION MAY RESULT IN RESTORATION REQUIREMENTS. CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF 11. REQUIRED TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO BEGINNING License No.: C-0293
DISTURBANCE SILT FENCE CLEARING, GRUBBING OR GRADING. THE SEEDING, SEEDBED
(TYP•) OUTLETS AT ALL ENFORCEMENT NOTE 2. IF EXCESSIVE SEDIMENT IS LEAVING THE SITE, A PREPARATION, MULCH AND/OR ROLLED EROSION CONTROL LAND DISTURBANCE
"'7"
800 733 -moi ° MCACIa1116C0•COffi
LOW POINTS (TVP.) REVISED SEDIMENTATION AND EROSION CONTROL PLAN MAY BE PRODUCT INSTALLATION MUST BE IN ACCORDANCE WITH THE MCADAMS 12. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP ALL DIRT OFF PAVED
REQUIRED, WITH ASSOCIATED REQUIREMENTS FOR ADDITIONAL S&E SEEDING SCHEDULE PROVIDED IN THIS S&E PLAN. NOTE: SLOPES ROADS. HEAVY MATS MAY O USED IN LIEU OF ROCK CONSTRUCTION ENTRANCES
MEASURES. IN EXCESS OF 3H:1V SHALL BE STABILIZED WITHIN 7 DAYS AND
CONSTRUCTION SEQUENCE FOR MODERATE SLOPES (SLOPES LESS THAN 3HAV) SHALL BE AS DETERMINED BY THE ON-SITE INSPECTOR.
STABILIZED WITHIN 14 DAYS. SEE THE GROUND STABILIZATION
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. CHART ON THIS SHEET FOR ADDITIONAL REQUIREMENTS. 13. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP ALL SEDIMENT ON SITE
8. PROVIDE PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS AND ENSURE NO SEDIMENT LEAVES THE LIMITS OF DISTURBANCE OF THE
2. OBTAIN AN APPROVED (STAMPED) S&E CONTROL PLAN AND KEEP IT WITHIN 14 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS PROJECT. THIS MAY REQUIRE INSTALLATION OF ADDITIONAL EROSION CONTROL
ON SITE. EITHER IN THE INSPECTION BOX, CONSTRUCTION OFFICE SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR MEASURES ABOVE AND BEYOND WHAT IS SHOWN ON THE PLANS. IF MEL 0
OR WITH THE CONTRACTOR. DEVELOPMENT. ENVIRONMENTAL OR SITE CONDITIONS WARRANT ADDITIONAL EROSION CONTROL ENERGY*
3. FLAG THE WORK LIMITS AND MARK THE TREE PROTECTION AND MEASURES. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM DEP
BUFFER PROTECTION AREAS IF APPLICABLE. 9• PERMANENTLY STABILIZE ALL GRADED AREAS AND CALL NCDEMLR REPRESENTATIVE. EROSION CONTROL MEASURES DAMAGED OR REQUIRED DUE TO ROGESS
LOS FOR FINAL INSPECTION. ADEQUATE EROSION AND CONTRACTOR ACTIONS SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR. ALL
t SEDIMENTATION CONTROL MEASURES SHALL REMAIN IN PLACE EROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED THROUGHOUT
�� 4. NO GRADING ACTIVITIES SHALL OCCUR WITHOUT PRIOR APPROVAL UNTIL PERMANENT VEGETATION IS ESTABLISHED.
�N CAROB FROM NCDENR. CONTACT NCDEMLR LAND QUALITY SECTION (LQS) CONSTRUCTION AT NO ADDITIONAL COST TO DEP. TIDELAND EMC -AURORA -NEW BERN 230 kV TRANSMISSION M
.......... �+ (252-946-6481) AT LEAST 48 HOURS PRIOR TO BEGINNING 10. REMOVE ALL EROSION CONTROL MEASURES AFTER THE NCDEMLR
O ESSJ �L CONSTRUCTION. LOS INSPECTOR GRANTS APPROVAL OF PERMANENT STABILIZATION. T
�2 BIDDING AND PERMITTING SET SWITCH STRUCTURES 66-1 & 68-1
SEAL �� : 5. INSTALL CONSTRUCTION EGRESS/EXIT, SILT FENCING, CHECK DAMS, FINAL DRAWING - NOT RELEASED FOR CONSTRUCTION GRADING, DRAINAGE, AND EROSION CONTROL PLAN
WATTLES, AND OTHER INITIAL EROSION CONTROL MEASURES AS
GRAPHIC SCALE 0 33 i 0 SPECIFIED IN THE PLAN. REMOVE ONLY TREES AND GROUND COVER
x 30 0 15 30 60 . F f�iz NECESSARY TO INSTALL THESE DEVICES. LOCATION CRAVEN COUNTY, NC
6m mmiiil%� G • ••'.�;� i NE���,4,�` r SCALE 1 "= 20' SCALE RA110 1:1 PRJ. N0. DKE-16310
q
1 inch = 30 ft. • ����5 ... *P.� DRAW ADP CHK. CMB APP. _
N0. DATE REVISION.. BY CK. APP.
DATE 5/16/17 DWG. NO. CT -70135, SHEET 4 OF 5

POST WITH STARE CAP
voc SII
Y.. T, TTYWAL1
• DUKE
ENERGY
PROGRESS
SEDIMENT AND EROSION CONTROL. OETA
TRANSMISSION ENGINEERING
TREE PROTECTION FENCE DETAIL.
LOCATION STANDARD DRAWING
SCALE I'= I'-0' SCALE RATIO Iii
DRAWN SFP cHK, SGT APP. SFP
DATE 05-06-I3 Dwc ND. CT"653¢14 SH I QF I
3
LD
NOTE: THE SECTIONS SHOWN ARE BASED ON DUKE ENERGY REQUIREMENTS. CONTRACTOR
SHALL REFERENCE DUKE ENERGY SPECIFICATIONS FOR ADDITIONAL RECOMMENDATIONS.
i'
m
_c 3" S9,56 SURFACE COURSE -- (2) LIFTS AT 1.5" THICK
6" ABC STONE BASE
' GEOTEXTILE FABRIC
(MIRAFI 50OX OR APPROVED EQUAL)
COMPACTED SUBGRADE
2 SEE SPECIFICATIONS AND GEOTECHNICAL
REPORT FOR REQUIREMENTS,
jrV
C
J
p
OP RAR:
--'-+i T MIN.
SE(":TlQW t�f FW
Cld;.' ,3 £3 RIP R.,%P PLPC-0
IVR UNI
R,57 STR
MAINTENANCE'
1. INSPECT SILT FENCE OUTLET EVERY SEVEN DAYS AND WITHIN 24. HOURS AFTER EVERY RAINFALL EVENT 1/2 INCH OR GREATER.
2. REMOVE ACCUMULATED SEDIMENT AND REPLACE STONE ASNECESSARY.
PIPE INLET PROTECTION DETAIL (TEMPORARY
NTS
OUKE
ENERGY.
PROGRESS`
SEDIMENT AND EROSION CONTROL DETAILS
TRANSMISSION ENGINEERING
PIPE INLET PROTECTION DETAIL
LOCATION STANDARD DRAWING
1 12-21-2015 REVISIONS LOE BGT $GT SCALE r- r-0" SCALE RATIO III
05-05-2013 INITIAL RELEASE SFP BG SEP oRAwN SFP CHK. 8GT AAP: SFP
NO BATE REVISION f 6Y CK. APP. DATE 05.06-I3 Owc. wG: CT -65391 SH I OF I
#57 WASHED STONE ON UPSTREAM SIDE OF: WIRE MESH. -
f STAKE CAP
6" MIN..- 8' MAX
.. ., .. 4' MAX - y -
S I ONE HLIGHi
Ei`f!+.'+'''`1.4+%'.''t'f.'r.,'r�!.:+.'.�',:�%:�'`�`''_�e�
WITH STAKE CAP
SILT FENCE
3VER WIRE MESH
I
`*L
Tf1P VfENt
1 -INTERLOCKING FIBERGLASS/COMPOSITE MATS
SILT FENCE
i
/ JJ
i t
- � f
j 1
T�
I LIU
J1 fi
j 1 t4 f I
'TTZi- r
VTS
+"�r a�,. ill✓... t�
k'
STAKES STAPLES
10 a D D O D )T 4 I
INSET A INSET B OVERLAP DETAIL
I
I n I STAKE
4'x 12' EXGELSiOR MATTING
DOW, DITCH ONLY
t.0sl MET AL."-PC'I SFEE? OR 6 SEE{" IN HEIGH'
SLOPE
DLPf£?3DING 0% FILL C+EOPE.
STAKE
SEE INSET A AND B
EAIISIC 36;NCHES.N WIDTH MUST MEET ENGINEERS
i is
FLOW
I
UP SLOPE 1
'R " V81 DIA.
STAKE AND
STAPLE
VARIES
SEE PLANS
y
1.0 2`. MAX:
WATTLE DETAIL TEMPORARY
gyOpE #57 WASHED STONE TO BE PLACED:
NTS
I
1 B ❑ `. tl 0 -B 0 0 D I -
Nf1TES:
4. USE MINIMUM 12" DIAMETER EXCELSIOR WATTLE (LARGER WATTLES MAY BE REQUIRED TO KEEP SEDIMENT ON SITE).
*57WASHED STONE -
2. USE 2' WOODEN STAKES WITH A 2" NOMINAL CROSS SECTION,
CLASS W RIP RAP
b'
3. INSTALL A MINIMUM OF 2 UP SLOPE STAKES AND d DOWN SLOPE STAKES AT AN ANGLE TO UdEDGE WATTLE TO EXISTING
BO +TT 1CIA OF -
GRADE.
SILT FENCE
4, PROVIDE STAPLES OF 0.125" DIAMETER STEEL WIRE FORMED INTO A U SHAPE NOT. LESS THAN 6" IN LENGTH.
- FLOW r,RC3C.e sE�.Tinl.
u: INSTALL STAPLES APPROXiMA FkLl EVERY 1 LINEARFOOT ON THE UP SLOPE SIDE. QF THE VYATTLE.. AND AT . EACH END TO
SILT FENCE OUTLET DETAIL (TEMPORARY}
SECURE IT "TO Ti TE SOIL..
DUKE
aAAtNrr=Nnrlt�' ENEY.
.``f '- - -
-WATTLES SHOUi_U BF CHECKED AND CLEARED OF ACCUMULATED DEBRIS AND SEDIMIENT: ..PROGRESS
DUKE
.REPLACE AS. REQUIRED.
SEDIMENT AND EROSION CONTROL DETAILS
C ENERGY®
TRANSMISSION ENGINEERING
TT T
WATTLE DETAIL
PROGRESS
IOC TIO.. STANDARD DRAWING
-GREE r � SGhi:E RATIO I
T` II
d f..K G T AFP. P
DRAWN P r . SF
SF 8G
GATE 06^t3- Ow&,No. CT -65376 SM I CIE` I
I 3E GT BOUT
I 12-21-2015 RElialOd> L $
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2 25 -26 -?0]3 NIT;AL RELEASE S -P BGT" SFP
K. d�P,
T t
NO. OTTE REVISION 8Y CIL
LOCATION STANDARD QRAwtNG
1 I2-21-2015 REVISIONS LOE B5T BGT
SCALE P A I'-0` SCALE RATIO 6I
3
LD
NOTE: THE SECTIONS SHOWN ARE BASED ON DUKE ENERGY REQUIREMENTS. CONTRACTOR
SHALL REFERENCE DUKE ENERGY SPECIFICATIONS FOR ADDITIONAL RECOMMENDATIONS.
i'
m
_c 3" S9,56 SURFACE COURSE -- (2) LIFTS AT 1.5" THICK
6" ABC STONE BASE
' GEOTEXTILE FABRIC
(MIRAFI 50OX OR APPROVED EQUAL)
COMPACTED SUBGRADE
2 SEE SPECIFICATIONS AND GEOTECHNICAL
REPORT FOR REQUIREMENTS,
jrV
C
J
p
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--'-+i T MIN.
SE(":TlQW t�f FW
Cld;.' ,3 £3 RIP R.,%P PLPC-0
IVR UNI
R,57 STR
MAINTENANCE'
1. INSPECT SILT FENCE OUTLET EVERY SEVEN DAYS AND WITHIN 24. HOURS AFTER EVERY RAINFALL EVENT 1/2 INCH OR GREATER.
2. REMOVE ACCUMULATED SEDIMENT AND REPLACE STONE ASNECESSARY.
PIPE INLET PROTECTION DETAIL (TEMPORARY
NTS
OUKE
ENERGY.
PROGRESS`
SEDIMENT AND EROSION CONTROL DETAILS
TRANSMISSION ENGINEERING
PIPE INLET PROTECTION DETAIL
LOCATION STANDARD DRAWING
1 12-21-2015 REVISIONS LOE BGT $GT SCALE r- r-0" SCALE RATIO III
05-05-2013 INITIAL RELEASE SFP BG SEP oRAwN SFP CHK. 8GT AAP: SFP
NO BATE REVISION f 6Y CK. APP. DATE 05.06-I3 Owc. wG: CT -65391 SH I OF I
#57 WASHED STONE ON UPSTREAM SIDE OF: WIRE MESH. -
f STAKE CAP
6" MIN..- 8' MAX
.. ., .. 4' MAX - y -
S I ONE HLIGHi
Ei`f!+.'+'''`1.4+%'.''t'f.'r.,'r�!.:+.'.�',:�%:�'`�`''_�e�
WITH STAKE CAP
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I
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i
,..-"-METALFENCGPOST
10 a D D O D )T 4 I
i
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I
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1.5' MIN -1 I
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GERMAN MILLET
EAIISIC 36;NCHES.N WIDTH MUST MEET ENGINEERS
2 MAX.
'R " V81 DIA.
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y
1.0 2`. MAX:
12t3LBSlAGRE 1VOOLBSIACRE
gyOpE #57 WASHED STONE TO BE PLACED:
- 1.
s4
I
1 B ❑ `. tl 0 -B 0 0 D I -
12 INCHES DEEP AT SILT FENCE
*57WASHED STONE -
�A������ FERTILIZER'"..
10-10-74 BLEND
CLASS W RIP RAP
b'
s
r 3
s
Vii LAND AREA.
BO +TT 1CIA OF -
PENSACOLA-BAHIA GRASS.
- -
.,....._.. ..____:..
CENTIPED€GRASS.
SILT FENCE
.3504 LBStACRE
-
- FLOW r,RC3C.e sE�.Tinl.
- -
SILT FENCE OUTLET DETAIL (TEMPORARY}
NTS
.``f '- - -
1. INSPECT SILT FENCE OUTLET EVERY SEVENDAYSAND WITHIN 24 HOURS AFTER EVERY
DUKE
RAINFALL EVENT 1t2 INCI I OR GREATER.
C ENERGY®
2 REMOVE ACCUMULATED SEDIMENT AND REPLACE STONE AS NECESSARY.
PROGRESS
SEDIMENT AND EROSION CtNT RA. DETAILS
TRANSMISSION ENGINEERING
SILT FENCE OUTLET DETAIL
7 - - '. - r:
2 _ 22 2016 REVISIONS LOS:... 8„T I-BGT.I
LOCATION STANDARD QRAwtNG
1 I2-21-2015 REVISIONS LOE B5T BGT
SCALE P A I'-0` SCALE RATIO 6I
_......
E
2 05-06-2013 INITIAL RELEASE P BCT SEP
IJRAwN SFP: c -K. 8 T APP, FP
G.. SF
NO. DATE REVISION 8Y EIS. APP.
DATE 05-06-I3 Dwo. No. CT -65343 SH I (IF I
3" S9.56 SURFACE COURSE - (2) LIFTS AT 1.5" THICK
9" ABC STONE BASE
GEOTEXTILE FABRIC
(MIRAFI 50OX OR APPROVED EQUAL)
COMPACTED SUBGRADE
SEE SPECIFICATIONS AND GEOTECHNICAL
REPORT FOR REQUIREMENTS.
III III III
1 1 III Til II
r
ASPHALT DRIVEVAY APRON DETAIL � A
s ASPHALT DRIVEWAY APRON DETAIL >a B
s
IAS
N.T.S. N.T.S.
f
iG
01
ABC
_. ITC-'fT1F' - . 1.
e .<
GEOTEXULE FAW -
_ - ASHEO AGGREGATE
?s Mi N DEPT! I, -
DETAIL. NOTFSi -
CONSTRUCTION ENTRANCE DETAIL IS SHOWN FOR REFERENCE ONLY. CONSTRUCTION: ENTRANCES SHALL BE. USED
WHERE HEAVY MATS ARE DEEMED INSUFFICIENT BY DUKE ENERGY PROGRESS AND ITS REPRESENTATIVES.
WASHING - IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THE MUD AND SEDIMENT WILL NOT BE. REMOVED
BY VEHICLES TRAVELING OVER THE GRAVEL, THE TIRES SHOULD BE WASHED. WASHING SHOULD BE DONE ON AN.. -
AREA STABiLiZED WITH CRUSHED STONE THAT DRAIN$ INTO:A SEDIMENT TRAP OR OTHER SUITABLE DISPOSAL -
AREA. A: WASH RACK MAY ALSO BE USED TO MAKE WASHING MORE CONVENIENT AND EFFECTIVE. -
i'OPISTRIAi"Qw GPLQIFIC'ATIONS'
1.: CLEAR THE ENTRANCE AND EXIT AREA Ot ALL VEGETATION,ROOTS, AND OTI4ER OBJECTIONABLE MATERIAL
PROPERLY TO GRADE IT. -
2. ALWAYS USE GEOTEXTILE FABRIC TO IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO
SEEPAGE OR HIGH MATER TABLE UNLESS OTHERWISE DIRECTED BY THE DESIGNATION REPRESENTATIVE OF
DUKE ENERGY PROGRESS.
3. PLACE THE GRAVEL TO THE SPECIFIC: GRADE AND. DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT. -
4. PROVIDE DRAINAGE TO. CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
' MAINTENANCE: _ -
- MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MULL OR SEDIMENT FROM.LEAVING THE CONSTRUCTION
SITE THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 24NCH STONE. AFTER EVERY RAINFALL, INSPECT ANY -
STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. REMOVE ALL OBJECTIONABLE MATERIALS -
SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. .
TYPICAL 50' CONSTRUCTION ENTRANCE (TEMPORARY)
NTS
:NCDENR- t OS NOTEC.
NCDENR-LCIS CONSTRUCTION ENTRANCE REQUIRES: - -
_ r'.3" WASHED STONE - -
50' MIN. LENGTH
6" MIN. DEPTH
DUKE ENERGY PROGRESS REQUIRES, WHERE NECESSARY, AN ADDITIONAL 50' OF ABC STONE TO DUKE
//''��
ALLOW CONSTRUCTION EQUIPMENT TO GAIN TRACTION BEFORE ENTERING PUBLIC ROADS (SEE I1G'�j
100' CONSTRUCTGN ENTRANCE), ET ERG H#
SQOlIEC NOTE PROGRESS
SEE 400' CONSTRUCTION ENTRANCE; DETAIL FOR SC NOTES: SEDIMENT AND EROSION CONTROL DETAILS
"'SURGE STONE AND CRUSHED CONCRETE ARE NOT. ACCEPTABLE FOR 2"-T WASHED STONE TRANSMISSION ENGINEERING
SWCONSTRUCTION ENTRANCE
LOCATION STANDARD DRAWING - -
I 172+-2015 REVISIONS LOE 'OGT DOT SCALE I' = r-0" SCALE RATIO hl
0 05-06-2213 INITIAL RE=EASE SEP BGT SEP oRAwN SFP cm.. 8GT APP. SFP
N8 ELATE-
REVISION 8T CIL APP, Gals 05=13 Gyc.Nc. CT 65381 SH t of I
16'-0 OR AS SHOWN
12" ABC STONE BASE
COMPACTED SUBGRADE
SEE SPECIFICATIONS AND SEEDED SLOPES
GEOTECHNICAL REPORT (TYP.)
FOR REQUIREMENTS
2% SLOPE 4:1 MAX SLOPE
_ -=.1=---=- T=_
1--I I I III -1.11
=1 } I=1 1®111®III-111{=1 1-I I I -111..-111--111 III=111-I I I-111=111-1
111=111=I 11=111 111-I I I=1 I C I I x111=111=111-111-1 I GEl 11=1 l =L FE1 I =� 111-.E I -
1-11 C=11(vlll=III=
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ACCESS ROAD SECTION III-
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2' MIN BETWEEN TIES STAKE CAP$ - -
wf VIRE
8 MAX STAKW ftp 3Tf N4'TiM FRflCSIt; WITtt WIRE (NEan MESH
HIRE PLASTIC LwE
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POL �,` BACKPILI-TRENCH
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C . THOROUGH' .: .. w .: ''+A13RBHINATURAL
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4 18"•24"
T �. PW :J
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Awl
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r r M!N MITI
D
1
- a'rr,NtNaa•
FORWARD AL(ING - -
TIIC TRENC3i
CROSS$ECTIGN
FILTER - r. VIEW
FABRIC
SIT -T FENCE IN-IALL4MN P CIFIQ61IONS: -
MATERIALS: - -
1. USE SYNTHETIC FIBER FABRIC OF AT LEAST 9,9% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS
CERTIFIED. BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS 1N ASTM.D 6461.
2, SYN THETIC FILTER FABRIC SHOULD CONTAIN LILT RAVIOLE I RAY INHIBIT CBS AND S TABIUZERS TO PROVIDE A
MINIMUM OF 6.MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120
DEGREES FAHRENHEIT,
3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LBIFT STEEL WITH A N41NIMUM LENGTH OF5FEET. -MAKE-
SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
4, FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC USF. WIFE MESH WITH A MINIMUM 14GUAGE:AND,
A MAXIMUM MESH SPACING OF 6INCHES.
: -
5, WIRE OR PLASI IC ZIP TIES SHOULD HAVE A MINIMUM 50 POUND I ENSILL STRENGTH.
CONSTRUCTION: - - -
1. DRIVE. STEEL POST 24" INTO THE. GROUND AND EXCAVATE A S"x4" TRENCH UPHILL ALONG THE LINE OF THE POSTS:.
(MAX..W BETWEEN POSTS) - - - - - -
2- SUPPORT FILTER FABRIC WITH WIRE MESH FASTFNFD SECURELY TO THE UPSLOFF SIDE OF THE POSTS. EXTEND :
- THE WIRE MESH SUPPORT TO THE BOTTOM. OF THE 8" TRENCH.. -
3. ATTACH THE FILTER. FABRIC TO THE WIREMESHON THE UPSLOPE SIDE OF THE FENCE POST AND EXTEND. THE -
BOTTOM OF THE FABRIC 8" INTO THE TRENCH AND 4" ACROSS THE BOTTOM OF THE TRENCH. - -
4. BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR THE BOTTOM OF THE SILT FENCE SO THAT
RUNOFF IS FORCED TO GO THROUGH THE FENCE AND CANNOT GO UNDER IT. -
5. ENSURE THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 36" ABOVE THE GROUND SURFACE. (HIGHER
FENCES MAY IMPOUND VOLUMES OF WATER SUFFIC12NT TO CAUSE FAILURE OF THE STRUCTURE).
6. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO LEVTH.OF THE BARRIER TO AVOID. JOINTS.
WHEN JOINTS ARE NECESARY; SECURELY FASTEN THE FILTER FABRIC, ONLY AT A SUPPORT POST WITH A
MINIMUM OF 4 FEET OF OVERLAPTO THE NEXT POST. _
7. DO NOT ATTACH FILTER FABRIC TO TREES.
8. DO NOT INSTALL SILT FENCE ACROSS STREAMS, DITCHES, WATERWAYS, OR OTHER AREAS OF CONCENTRATED.
- FLOW -
MAINTENANCE:
1. INSPECT SILT FENCE EVERY SEVEN. DAYS AND: WITHIN 24 HOURS AFTER EVERY RAINFALL EVENT 112 INCH OR -
.GREATER....
- 2, SHOULD THE FABRIC OFA SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INE-FFECTIVE. REPLACE
IT PROMPTLY.
3, REMOVE ACCUMULATED SEDIMENT AS NECESSARY TO PROVIDE ADEOUAI E STORAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON THE: FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCEDURING
CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, -
SILT FENCE DETAIL (TEMPORARY)
NTS
DUKE
ENERGY®
PROGRESS
SEDIMENT ANO EROSION CONTROL DETAILS
TRANSMISSION ENGINEERING
SILT FENCE DETAIL
2 2-22-2016 1 REVISIONS BOE I -BCT I 86T LOCATION STANDARD DRAWING
i 12-21-2$15 I REVISIONS - LGE BGT BGT. SCALE I' I' -B' -SCALE RATIO W
S BOGT OR- SFP - CHK, T APP, SEP
Q 05 -OG -2013 INITIAL RELEASE .,I'P BuT SFP 8G
.1DATE REVISION BY CK. APP. RATE +-06-13 Owc.No. CT -65380 SH loft
DATE
1 -INTERLOCKING FIBERGLASS/COMPOSITE MATS
EDGE OF LINER
L1hi UQUE
10 a D D O D )T 4 I
DEC-. t -.APR. 15
I
I
I n I STAKE
LBSIA RE
124 LBSiACRE -�..
60 LBS:ACRE
iI I
Ba B
LU A -
4000 LBS=ACRE750
x .1 - ..:-.. f. -i - ATLEASTS"
GERMAN MILLET
0
2044 LBS/ACRE
'R " V81 DIA.
AUG. 45.- DEC. 30
`I STEEL WIRE
12t3LBSlAGRE 1VOOLBSIACRE
I _
t STAPLE DETAIL
I
op
I
1 B ❑ `. tl 0 -B 0 0 D I -
t'1ATF
/
Yi
V
�A������ FERTILIZER'"..
10-10-74 BLEND
NOT TO SCAL.FPLMSTRAW BALE
-
s
r 3
s
Vii LAND AREA.
TYPE "ABOVE GRADE' (TYP)
PENSACOLA-BAHIA GRASS.
- -
.,....._.. ..____:..
CENTIPED€GRASS.
WITH STRAW BALES - -
.3504 LBStACRE
-
- STAKE GAPS -
COMMON. BERMUDAGRASS
SERtCEA LESPEDEZA
STAPLES (2 PER SALE) - -
TRIPLE A TALL FESCUE -
.``f '- - -
PLASTIC LINING.. ' -
4 -" - ATTACH LINER TO TOP OF STRAW
' iET�AND AREA
_ STRAW BALE
WOODOR
.,
SLO
(OPTIONAL) (2 PER BALE) -
-WATTLES
SECTION B=B - -
NOTES:
1 ACTUAL LAYOUT DETERMINED IN THE FIELD - -
; t
MIN. 2�1 FRIVy WETLAND EDGE OR-/
2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN --
TO MARK SENSITIVE AREA BUFFER
INSPECTIONIMAINTE NANCE: REMOVAL:
MAINTENANCE - - -
TEMPORARY CONCRETE "SHOUT ii TI "T ? 8 INSPECTF
i. 1ha,. FAC. ,I ES ARE C E
- MAINTAIN MATTINGANDWATTLES TO KEEP SEDIMENT FROM -
SEDIMENT CONTROL INSPECTION. AFTER A STORM EVENT OF''/,*CR 46" X 24"
COLLECTING ONTHE MATTING ' AND FRO:. ENTERING -
A M EWETLAND..
GREATER AND AT THE END OF ANY DAY WHEN CONCRETE HAS BEEN - PAINTED WHITE
AND BUFFER AREAS. -
- THAT THERE ARE NO LEAKS, NO SPILLS AND THAT THE FAC ILITi£S - - CONCRETE 1 BLACK LETTERS
- NOTESIDETAILS:... -
- CAPACITY HAS NOT YET BEEN COMPROMISED- - WASHOUT 6" HEIGHT
- 1,COMPOSITE MAT MATERIAL IS HIGH DENSITY POLYETHYLENE: OR EQUIVALENT. -
-
MUST BE CLEANED UP AND REMOVED WITHIN ti HOURS OF el .`. 0,6" LAG
2.MAT DIMENSIONS ARE VX 14'X 4 - 114".
DISCOVERY.- - T_ EIVS
3.MATS INTERLOCK WITH INSTALLATION,
NON-YVATER COLLECTING COVER SHALL BE PUKED OVER THE � .{._ , - .. WOOD POST
'NOTE: PER APPROVAL OF OWNERIENGINEER,COMMERCIALLY.. AVAILABLE HEAVY DUTY TIMBERP'CRANE.MATS" MAY
-
f ...-
WASHOUT FACILITY AND SECURED TO PREVENT 3•'X3'XS'AGGUMULATI?N-AND
BE SUBSTITUTEDFORFIBERGLAS ICOMPO IT MATS.
- S 5 E
d CONTEN IS OF EACH CONCRESEWASHOUI FACILITY ARE NO:( TO
- 'LATTICE AND/OR TWO PLY MATTING SHALL NOT BE ED IN WETLANDS. -
Q U$ ND
EXCEED 751% OF ITS DESIGNED CAPACITY. IF CONTENTS REACH
THE
COM TE MAT.
COMMERCIALLY MADEPOSTAPPLICATIONS
FACIU TY UNTIL.I I HAS BEEN GLEANED OUT,_ SIGN DETAIL
-(OR EQUIVALENT)
NT
5, ALLOW SLURRY TO EVAPORATE OR REMOVE FROM THE SITE IN A -
6.% KE
-
THEN BE REMOVED AND DISPOSED OF PROPERLY.
ENERGY®
6. IF A LINED BASIN IS USED, IMMEDIATELY REPLACE. THE LINER IF IT
PROGRESS
7. REPROVE TEMPORARY CONCRETE WASHOUT FACILITIES. WHEN THEY
R TR 2A
SEDIMENT AND EROSION CONTROL DETAILS
ARE NO LONGER NEEDED ANU RESTORE THE DISTURBED AREAS TO DUKE
TRANSMISSION ENGINEERING -
PROGRESS
_ t MA A
I 02-27 2017. REVISIONS LOE BG BGT COMPOSITE MATTING DETAIL
NOT TO SCALF SEDIMENT ANS EROSION CONTROL DETAILS
72 7 RV i"
! 2! 1 0l E LIONS LOE 8G BGTLCCA..t
, '
nnl STANDARD DRAWING
REJIS-ONS - ADDED ItvSFFGTTC/PAITENANCEIREMOvAL NOTES 175 1 KS OS WASHOUT PIT
22
I 09-08-20I6 REVISIONS 10E £GTa BGT
212-2016
23 21
016 RE'u1S:CNs LOE I BGT OCT LOCATION ST. DRAWING
SCALE . e r- i. SCALE RATIO.#I
NMI 12.21-2015 REVIS?ONS LOE BG" EIGT SCALE T'; I'-0" SCALF RATM III
SFP CHK. BGT APP, SFP -
GATE 05-06 I D'AD, NO. CT -65383 SH I OF I
@ 05-06 -2013 INITIAL RELEASE SFP OGT SPGRAwN
1K1. DATE REVISION 8T ix. JAPP.
16'-0 OR AS SHOWN
12" ABC STONE BASE
COMPACTED SUBGRADE
SEE SPECIFICATIONS AND SEEDED SLOPES
GEOTECHNICAL REPORT (TYP.)
FOR REQUIREMENTS
2% SLOPE 4:1 MAX SLOPE
_ -=.1=---=- T=_
1--I I I III -1.11
=1 } I=1 1®111®III-111{=1 1-I I I -111..-111--111 III=111-I I I-111=111-1
111=111=I 11=111 111-I I I=1 I C I I x111=111=111-111-1 I GEl 11=1 l =L FE1 I =� 111-.E I -
1-11 C=11(vlll=III=
Il III. 111 III
ACCESS ROAD SECTION III-
N.T.S.
2' MIN BETWEEN TIES STAKE CAP$ - -
wf VIRE
8 MAX STAKW ftp 3Tf N4'TiM FRflCSIt; WITtt WIRE (NEan MESH
HIRE PLASTIC LwE
A3ESH 'WIRC TIES STP ,
POL �,` BACKPILI-TRENCH
p - AND COMPACT
STEEL
w I
C . THOROUGH' .: .. w .: ''+A13RBHINATURAL
POSTGROUND
4 18"•24"
T �. PW :J
PLASTIC R - SJ
Awl
^
N
r r M!N MITI
D
1
- a'rr,NtNaa•
FORWARD AL(ING - -
TIIC TRENC3i
CROSS$ECTIGN
FILTER - r. VIEW
FABRIC
SIT -T FENCE IN-IALL4MN P CIFIQ61IONS: -
MATERIALS: - -
1. USE SYNTHETIC FIBER FABRIC OF AT LEAST 9,9% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS
CERTIFIED. BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS 1N ASTM.D 6461.
2, SYN THETIC FILTER FABRIC SHOULD CONTAIN LILT RAVIOLE I RAY INHIBIT CBS AND S TABIUZERS TO PROVIDE A
MINIMUM OF 6.MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 0 TO 120
DEGREES FAHRENHEIT,
3. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LBIFT STEEL WITH A N41NIMUM LENGTH OF5FEET. -MAKE-
SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE FASTENING THE FABRIC.
4, FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC USF. WIFE MESH WITH A MINIMUM 14GUAGE:AND,
A MAXIMUM MESH SPACING OF 6INCHES.
: -
5, WIRE OR PLASI IC ZIP TIES SHOULD HAVE A MINIMUM 50 POUND I ENSILL STRENGTH.
CONSTRUCTION: - - -
1. DRIVE. STEEL POST 24" INTO THE. GROUND AND EXCAVATE A S"x4" TRENCH UPHILL ALONG THE LINE OF THE POSTS:.
(MAX..W BETWEEN POSTS) - - - - - -
2- SUPPORT FILTER FABRIC WITH WIRE MESH FASTFNFD SECURELY TO THE UPSLOFF SIDE OF THE POSTS. EXTEND :
- THE WIRE MESH SUPPORT TO THE BOTTOM. OF THE 8" TRENCH.. -
3. ATTACH THE FILTER. FABRIC TO THE WIREMESHON THE UPSLOPE SIDE OF THE FENCE POST AND EXTEND. THE -
BOTTOM OF THE FABRIC 8" INTO THE TRENCH AND 4" ACROSS THE BOTTOM OF THE TRENCH. - -
4. BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR THE BOTTOM OF THE SILT FENCE SO THAT
RUNOFF IS FORCED TO GO THROUGH THE FENCE AND CANNOT GO UNDER IT. -
5. ENSURE THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 36" ABOVE THE GROUND SURFACE. (HIGHER
FENCES MAY IMPOUND VOLUMES OF WATER SUFFIC12NT TO CAUSE FAILURE OF THE STRUCTURE).
6. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO LEVTH.OF THE BARRIER TO AVOID. JOINTS.
WHEN JOINTS ARE NECESARY; SECURELY FASTEN THE FILTER FABRIC, ONLY AT A SUPPORT POST WITH A
MINIMUM OF 4 FEET OF OVERLAPTO THE NEXT POST. _
7. DO NOT ATTACH FILTER FABRIC TO TREES.
8. DO NOT INSTALL SILT FENCE ACROSS STREAMS, DITCHES, WATERWAYS, OR OTHER AREAS OF CONCENTRATED.
- FLOW -
MAINTENANCE:
1. INSPECT SILT FENCE EVERY SEVEN. DAYS AND: WITHIN 24 HOURS AFTER EVERY RAINFALL EVENT 112 INCH OR -
.GREATER....
- 2, SHOULD THE FABRIC OFA SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INE-FFECTIVE. REPLACE
IT PROMPTLY.
3, REMOVE ACCUMULATED SEDIMENT AS NECESSARY TO PROVIDE ADEOUAI E STORAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON THE: FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCEDURING
CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, -
SILT FENCE DETAIL (TEMPORARY)
NTS
DUKE
ENERGY®
PROGRESS
SEDIMENT ANO EROSION CONTROL DETAILS
TRANSMISSION ENGINEERING
SILT FENCE DETAIL
2 2-22-2016 1 REVISIONS BOE I -BCT I 86T LOCATION STANDARD DRAWING
i 12-21-2$15 I REVISIONS - LGE BGT BGT. SCALE I' I' -B' -SCALE RATIO W
S BOGT OR- SFP - CHK, T APP, SEP
Q 05 -OG -2013 INITIAL RELEASE .,I'P BuT SFP 8G
.1DATE REVISION BY CK. APP. RATE +-06-13 Owc.No. CT -65380 SH loft
12" ABC STONE' BASE
GEOTEXTILE FABRIC
(MIRAFI 50OX OR APPROVED EQUAL)
COMPACTED SUBGRADE
SEE SPECIFICATIONS AND GEOTECHNICAL
REPORT FOR REQUIREMENTS.
ABC GRAVEL ACCESS ROAD DETAIL
N.T.S.
N0, DATE
TEMPORARY SEEDING
DATE
,SFP ,"
EDGE OF LINER
L1hi UQUE
10 a D D O D )T 4 I
DEC-. t -.APR. 15
I
I
I n I STAKE
LBSIA RE
124 LBSiACRE -�..
60 LBS:ACRE
iI I
Ba B
LU A -
4000 LBS=ACRE750
x .1 - ..:-.. f. -i - ATLEASTS"
GERMAN MILLET
0
2044 LBS/ACRE
'R " V81 DIA.
AUG. 45.- DEC. 30
`I STEEL WIRE
12t3LBSlAGRE 1VOOLBSIACRE
I _
t STAPLE DETAIL
I
4000LBSIACRE {
I
1 B ❑ `. tl 0 -B 0 0 D I -
t'1ATF
Ilea..
-
�A������ FERTILIZER'"..
10-10-74 BLEND
NOT TO SCAL.FPLMSTRAW BALE
-
§Z56
i
TYPE "ABOVE GRADE' (TYP)
PENSACOLA-BAHIA GRASS.
- -
.,....._.. ..____:..
CENTIPED€GRASS.
WITH STRAW BALES - -
.3504 LBStACRE
-
- STAKE GAPS -
COMMON. BERMUDAGRASS
SERtCEA LESPEDEZA
STAPLES (2 PER SALE) - -
TRIPLE A TALL FESCUE -
- 10 MIL BINDING iNiRE
PLASTIC LINING.. ' -
4 -" - ATTACH LINER TO TOP OF STRAW
SALE VVITH STAPLES
_ STRAW BALE
WOODOR
NATIVE MATERIAL METAL STAKES -
(OPTIONAL) (2 PER BALE) -
SECTION B=B - -
NOTES:
1 ACTUAL LAYOUT DETERMINED IN THE FIELD - -
2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN --
30 FT. OF THE. TEMPORARY CONCRETE WASHOUT FACILITY - -
INSPECTIONIMAINTE NANCE: REMOVAL:
TEMPORARY CONCRETE "SHOUT ii TI "T ? 8 INSPECTF
i. 1ha,. FAC. ,I ES ARE C E
.D PLYWOOD
BY THE RESIDENT ENGINEER DURING HISMER WEEKLY EROSION AND
SEDIMENT CONTROL INSPECTION. AFTER A STORM EVENT OF''/,*CR 46" X 24"
GREATER AND AT THE END OF ANY DAY WHEN CONCRETE HAS BEEN - PAINTED WHITE
POURED ON THE CONSTRUCTION SITE. THE INSPECTOR IS TO ENSURE 6
- THAT THERE ARE NO LEAKS, NO SPILLS AND THAT THE FAC ILITi£S - - CONCRETE 1 BLACK LETTERS
- CAPACITY HAS NOT YET BEEN COMPROMISED- - WASHOUT 6" HEIGHT
2. ANY OVERFLOWING OF THE WASHOUT FACILITIES. ONTO THE GROUND I
-
MUST BE CLEANED UP AND REMOVED WITHIN ti HOURS OF el .`. 0,6" LAG
DISCOVERY.- - T_ EIVS
3 IF A RAIN OR SNOW EVENT IS FORECASTED, A NON -COLLAPSING, 3'
NON-YVATER COLLECTING COVER SHALL BE PUKED OVER THE � .{._ , - .. WOOD POST
f ...-
WASHOUT FACILITY AND SECURED TO PREVENT 3•'X3'XS'AGGUMULATI?N-AND
� ...
OVERFLOW OF PRECIPITATION }
d CONTEN IS OF EACH CONCRESEWASHOUI FACILITY ARE NO:( TO
EXCEED 751% OF ITS DESIGNED CAPACITY. IF CONTENTS REACH
THE
CONCRETEWASHOUT
75 CAPACITY DISCONTINUE POURING CONCRETE ON RETE INTO THE
FACIU TY UNTIL.I I HAS BEEN GLEANED OUT,_ SIGN DETAIL
-(OR EQUIVALENT)
5, ALLOW SLURRY TO EVAPORATE OR REMOVE FROM THE SITE IN A -
SAFE MANNER IE. VACUUM TRUCK). ALL HARDENED MATERIAL. CAN
THEN BE REMOVED AND DISPOSED OF PROPERLY.
6. IF A LINED BASIN IS USED, IMMEDIATELY REPLACE. THE LINER IF IT
BECOMES DAMAGED.
7. REPROVE TEMPORARY CONCRETE WASHOUT FACILITIES. WHEN THEY
ARE NO LONGER NEEDED ANU RESTORE THE DISTURBED AREAS TO DUKE
THEIR CONDITION. 44n ENERGY.
PROGRESS
NOT TO SCALF SEDIMENT ANS EROSION CONTROL DETAILS
TRANSMISSION ENGINEERING
REJIS-ONS - ADDED ItvSFFGTTC/PAITENANCEIREMOvAL NOTES 175 1 KS OS WASHOUT PIT
22
212-2016
23 21
016 RE'u1S:CNs LOE I BGT OCT LOCATION ST. DRAWING
NMI 12.21-2015 REVIS?ONS LOE BG" EIGT SCALE T'; I'-0" SCALF RATM III
I� 0,..4G 2613 INITIAL R' LEASE SFP CHK, BGT APP, SFP
T AT® Y tKAPP. aA e 65-06-13 cue• ro. C 65387 S I OF I 8 E �YISG� B .
12" ABC STONE' BASE
GEOTEXTILE FABRIC
(MIRAFI 50OX OR APPROVED EQUAL)
COMPACTED SUBGRADE
SEE SPECIFICATIONS AND GEOTECHNICAL
REPORT FOR REQUIREMENTS.
ABC GRAVEL ACCESS ROAD DETAIL
N.T.S.
N0, DATE
TEMPORARY SEEDING
DATE
,SFP ,"
PLAPiTING RATE -FE T�f` 172�ER
L1hi UQUE
' 124lv Ulilw,
DEC-. t -.APR. 15
I
RYE (G..RAI)
KOBE LESPeQEZA`
LBSIA RE
124 LBSiACRE -�..
60 LBS:ACRE
2000 LBStAC
4000 LBS=ACRE750
APR. 15 -:AUG. 15
GERMAN MILLET
40. LSSIACRE 754 LBStAGRE
2044 LBS/ACRE
4004 LBSiACRE :.
AUG. 45.- DEC. 30
RYE(GRAkN}
12t3LBSlAGRE 1VOOLBSIACRE
2000LBSIACRE
4000LBSIACRE {
PERMANENT SEEDING
t'1ATF
Ilea..
-
�A������ FERTILIZER'"..
10-10-74 BLEND
LIMESTON '"'.
§Z56
i
APR. 4 - JULY 15
FEB. 1 - MAR. 31
-
-
PENSACOLA-BAHIA GRASS.
- -
.,....._.. ..____:..
CENTIPED€GRASS.
50 LBSIACRE 4040. LBSfACRE
ONLY AS DIRECTED
BY DEP
24 LBStAGRE ;
120 LBSIACR€.
50 LBSiACRE {OUTSIDE EDGE OF GRADE &NON-TRAtlELED.AREAS),
.3504 LBStACRE
-
4444 LBStACRE
{
COMMON. BERMUDAGRASS
SERtCEA LESPEDEZA
TRIPLE A TALL FESCUE -
80 LBSIACRE.
NCDOT CLASS "B" RIPRAP
5'LX4'WX 18"D
CONCRETE FLARED
END SECTION
15"0 CLASS IV RCP a�% > �
tt------��c�
L.✓ - -� p
15"0 CLASS IV RCP 8'
CONCRETE FLARED PIM
END SECTION
18" LAYER OF "
p
T
:GLASS Ba RIPRAP
4 FILTER BLANKET
I
I
FILTER BLANKET
(SEE NOTE)
1. A FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. THE
FILTER BLANKET WILL CONSIST OF A MINIMUM 4 THICK LAYER OF STONE (NCDOT 57)
UNDERLAIN WITH .MIRAFI FILTER WEAVE 700 OR ENGINEER APPROVED EQUIVALENT ;
i i
SSWAMIR
N.T.S.
TM JOHN R. MCADAMS
INC.
2905 Meridian. Parkway
Durham, North Carobna 27713
Ucense No.: C-0293
MCADAMS "- ■ McA.damCo.com
CARO o�t
...........
.Q
: SEAL IVKE-
0338 0 ENERGY*
-
.
. -
- - - _._
TIDELAND C AURORA NEW N 230 kV TR�N "Al' UNE
BIDDING AND PERMITTING SET SpTVH T(
i\VTUperS 66-1 & 68-1
FINAL DRAWING NOT RELEASED FOR CONSTRUCTION SITE AND EROSION CONTROL DETAILS
L ►�toN CRAVEN COUNTY, NC
SCALE NTS scALE RA no 1:1 PRJ. N0. DKE-1631 A
DRAYM ABP CHIC CMB
ESI =By fw APP. DATE 5/16/17 M . NO. T--701 5, 5 OF

ATTACHMENT
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): Tanaury 5, 2017
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Duke Energy Progress
410 South Wilmington Street, NC 02
Raleigh, NC 27601
919-546-2235
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
Wilmington District, Tideland EMC Switches, SAW -2016-02281
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES
AT DIFFERENT SITES)
State: NC County/parish/borough: Craven City: Olympia
Center coordinates of site (lat/long in degree decimal format): Lat.
35.156408'N, Long. 76.9919730 W.
Universal Transverse Mercator: 18S 318699 3892176
Name of nearest waterbody: Upper Broad Creek
Identify (estimate) amount of waters in the review area:
Non -wetland waters: linear feet: -2G14t Acd-h-6-(ft}-and/or--------- aa-es.Farm Ditches (GHB)
Cowardin Class: Riverme
Stream Flow: Intermittent
Wetlands: 1.97 acres.
Cowardin Class: Scrub -shrub
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: NA
Non -Tidal: NA
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
0 Field Determination. Date(s): December 13, 2016
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
1

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 applicant's 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 "maybe" 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:
iN

SUPPORTING DATA. Data rviewed for preliminary JD (aback all that apply
- checked items should be included in case file and: when checked ana
requested, appropriately reference sources beluvv):
® Maps. play is, plots or plat subm;ttod 6y or o, 1 6ehalt of the
applicanticonsnitani:
® Data Aunts prepared/babmitted by or on behalf of Me
applicanttconsuitant.
❑ office concurs with data sheets7delineatium report.
❑ ufficc does not concur with data bheetsldelineation report.
❑ Data sficeta pruparea by the Corps:
❑ Vorps nay,;9c.5le waters' study:
❑ U.S. Gaulcgical Sar7ey Rydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(.). Cite scale & quad name: 1: 2,000 Win
and Reelzs6oro. NC
®uSDR Naitmal Resuares Conservation Service Su;l Survey.
Citation: Soil Survey or Graven Cot],Ity_ 1989
0 National wetianaa inve,itu,y map(s). Cite name: Craven County
❑ State/Local wetlana inventu-Fy map(s):
❑ FEMAIFIRIMA mapa:
❑ 100 -year Floodpla;n Elevation is: (National Geodectic Vertical Datum
ut 1929)
0 Pliotograpfi3: 0 Aer;al (Dame & Date):. Google Maps 1993-2016
or ❑ Otner (Name & Date):
❑ Previum- aetermination(s). File no. and date or respona-V letter:
® Other information (plea.l spe6fy): 2007 U,;d Elevation Data, NCDuT
CIDAR, Graven County
IMPORTANT NOTE: The information rpuc;r&d on tfiiis form has not
necuagaw-ily b7gep, veritled by the Corps and should nut Be relied upon fog
later Wrisdictional deturrninatirins.
Digitally signed by
B E EC H E R. G A RY
BEECH ER.GARY.H.1052973208
DN: c=US, o=U.S. Government,
ou=DoD, ou=PKI, ou=USA,
.H.1 052973208 cn=BEECHER.GARY.H.1052973208
Date: 2017.01.05 12:39:01 -05'00'
Signature and date of Signat date cf
Kaggalatw y Project Manager per.5 req estiny preliminary JD
tREWRED) �R uuIRED, unless obtaining
the signatare is impraeticadle)

Farm Ditch
Farm Ditch
T1 and T2 are not Jurisdictional Waters (as per field determination on December 13, 2016) GHB
Estimated
amount of
Class of
Site
Cowardin
aquatic resource
Latitude
Longitude
aquatic
number
Class
in review area
resource
Linear
Acres
ft.
---- T4-----
--35-1.5654------76:9948-8-------Riverine----
----4-24--------------------
Non -Section ------------
10 — Non -tidal
Non -Section
----4=2----
--3-5:4569A--
-- —7-6.49490---------
iveFi-ne---
-----a=T---------------------
-------------
10 — Non -tidal
W1
35.15647
-76.99260
PSS
0.13
Non -Section
10 — Wetland
Non -Section
W2
35.15632
-76.99124
PSS
0.38
10- Wetland
W3
35.15614
-76.99014
PSS
0.11
Non -Section
10- Wetland
Non -Section
W4
35.15603
-76.98955
PSS
1.35
10- Wetland
Farm Ditch
Farm Ditch
T1 and T2 are not Jurisdictional Waters (as per field determination on December 13, 2016) GHB

It '7.11111l
1
_ � r
aProject Study Area
ol/ Jurisdictional Wetland'
-
Locations and extents are approximate. NC OO
Note: Vegetation removal or alteration of soils or
hydrology after initial site evaluation can affect Source: High Resolution NC Statewide Imagery, CLIA, 2012;
jurisdictional status and may require re-evaluation Project Study Area provided by Duke Energy.
DUKEof wetland boundaries.
ENE d^ 0 200 400 Disclaimer: The information depicted on this figure is for informational purposes only and was not
prepared for, and is not suitable for legal or engineering purposes. This information presented is not
for regulatory review and is intended for use only by a Professional Land Surveyor prior to regulatory
Feet review.
ENVIRONMENTAL Project: ER15010.54
SERVICES, INC. Jursidictional Features
Trademark DrivDate: Nov 2016
Rale e N
Raleigh, North Carolina 27610 Tideland EMC Switches
[phone] Drwn/Chkd: KT/WV
[phone] FAX n— n—,,,•,a.. Al --L.
Path: P:\GeoGra\Projects\2015\010\54\GIS\FIG_JurisUpdate.mxd Date:11/2/201611:23:27AM

'--\-- PROJECT AREA
`—'
#o
b.39 AC
----
,,' , � ____ |
LEGEND
Wetlands; Total 1.0 AC
2 -FT Contours - Field Surveyed
Sburce:Esri,DigifA111I In—., Ea
--- Existing Trail
1. LAT. 35.156224 N. LONG: -76.991344 W
0 100 200
401 EXPRESS REVIEW 00000009::� Feet
FIGURE 3. EXISTING CONDITIONS 1 inch = 200 feet
TIDELAND EMC - AURORA- NEW BERN 230 kV TRANSMISSION DATE: 5/12/2017
McADAMS LINE JOB NO: DKE-1 6310
1 CRAVEN COUNTY, NORTH CAROLINA DRAWN BY: roth

4
a-.
Ag
GaA N r
AaA _- cod
mm NoB
AR
AaA
AadAS-
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L�
e mm AaA
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A a A
PROJECT AREA
\
Deb
I "
AaA
i
Ap
I
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R a
NOTES:
1. USGS; SOIL SURVEY SHEET 10, CRAVEN COUNTY, NORTH CAROLINA
2. LAT: 35.156224 N, LONG: -76.991344 W
0 500 1,000
401 EXPRESS REVIEW Feet
FIGURE 2. NRCS SOIL SURVEY 1 inch =1,000 feet
TIDELAND EMC -AURORA- NEW BERN 230 kV TRANSMISSION DATE: 5/12/2017
WADAMS LINE JOB NO: DKE-16310
CRAVEN COUNTY, NORTH CAROLINA DRAWN BY: jallen
X:\Protects\DKE\DKE-16310\Storm\Wetlands\GIS\DKE16310 Fiqure 2 Soil Survey.mxd, 5/12/2017 10:35:17 AM, fallen

-20
I + 1
owes Coin,-
4 -
\ /I
PROJECT AREA \
-----------------------
__o
•----•----. -- --
4
e
161s O _
1611 4 , w6
1, . 1613
Dickerson 2
16
�. 4yright:©L2013 Nat onal eog;rap c Society, i-cubed
NOTES:
1. USGS; 7.5 MINUTE, QUAD, "REELSBORO", NORTH CAROLINA; 2000 NATIONAL GEOGRAPHIC SOCIETY
2. LAT: 35.156224 N. LONG: -76.991344 W
0 1,000 2,000
401 EXPRESS REVIEW 1000=3000= Feet
FIGURE 1. USGS TOPOGRAPHIC VICINITY MAP 1 inch = 2,000 feet
TIDELAND EMC -AURORA- NEW BERN 230 kV TRANSMISSION DATE: 5/10/2017
McADAMSLINE JOB NO: DKE-16310
CRAVEN COUNTY, NORTH CAROLINA DRAWN BY: roth

'J McADAMS
June 2, 2017
Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: General Water Quality Certification 4086
Tideland EMC — Aurora — New Bern 230 kV Transmission Line
Craven County, North Carolina
DKE-16310
Dear Ms. Higgins:
On behalf of Duke Energy Progress, Inc., we are applying for a NC Division of
Water Resources (DWR) Water Quality Certification 4086 for proposed
impacts to jurisdictional waters associated with the project known as "Tideland
EMC — Aurora — New Bern 230 kV Transmission Line" The project area is
located within an existing Duke Energy Progress transmission line easement
bisected by Kings Neck Road with entrances 0.4 miles south of the intersection
with Stapleford Road, approximately 3.5 miles northeast of Bridgeton in
Craven County, North Carolina. The project lies within the Neuse River Basin.
The following attachments are included as part of this permit application:
• Fig. 1 - USGS Quad — Reelsboro
• Fig. 2 - Craven County Soil Survey (Sheet: 10)
The John R. McAdams
• Fig. 3 - Existing Conditions with aerial
Company, Inc.
• Duke Energy Progress, Inc. — Transmission Line Map & Deed
for Project Area
Raleigh ! Durham, NC
2905 Meridian Parkway
• Construction Drawings w. Wetland Impacts (Sheets: 1-5)
Durham, North Carolina 27713
• Pre -Construction Notification
[phone]
• USACE Preliminary Jurisdictional Determination (AID SAW -2016 -
Charlotte, NC
02281; issued January 5, 2017)
3436 Toringdon Way
Suite 110
Charlotte, North Carolina 28277
[phone]
McAdamsCo.com
Designing Tom©rrow's Infrastructure & Communities

Ms. Karen Higgins
Tideland EMC — Aurora — New Bern 230 kV Transmission Line
June 2, 2017
Page 2 of 6
PROJECT LOCATION/HABITAT: The project area is located within an
existing Duke Energy Progress transmission line easement, bisected by King
Neck Road (SR 1613) with entrances 0.4 miles south of its intersection with
Stapleford Road, approximately 3.5 miles northeast of Bridgeton, in Craven
County, North Carolina. The project area is approximately 2.9 acres, within the
existing Duke Energy Progress right-of-way. Land use within the vicinity of the
project is primarily agricultural and silviculture.
JURISDICTIONAL FEATURES: The subject property drains to Upper
Broad Creek, which is designated Class C/SW,NSW, a tributary to the Neuse
River within the Neuse River basin (HUC 03020204). There are no mapped
surface waters either on the USGS quadrangle or Craven County Soils Survey
within the project area, nor any surface waters within the project area subject to
the Neuse River Riparian Buffer Rules. The nearest surface water, Upper Broad
Creek, which is subject the Neuse Buffer Rules, is approximately 395' east of
the project area. There are four riparian wetland areas within the project
boundary of the existing easement, wetland areas 1 (0.15 -acre), 2 (0.39 -acre), 3
(0.12 -acre), and 4 (0.34 -acre), which totals 1 -acre. The wetland areas within the
project area are currently maintained in an herbaceous state, as part of the
routine maintenance of the existing overhead transmission line. These wetland
areas can be categorized as Palustrine Shrub -Scrub (PSS) according to the
Cowardin classification system.
A jurisdictional wetland delineation performed by Environmental Services, Inc.
and field verified by Mr. Gary. Beecher (USACE representative) on December
13, 2016. A Preliminary Jurisdictional Determination was issued January 5,
2017 (AID SAW -2016-02281). See Figures 1-3, Sheet 2 of the Construction
Drawings, and the enclosed documentation for existing conditions.
PROPOSED IMPACTS: The proposed project consists of installing switch
structures 66-1 and 68-1 along the Tideland EMC — Aurora — New Bern 230 KV
Transmission Line in Craven County. The project will be providing a permanent
DKE-16310

Ms. Karen Higgins
Tideland EMC — Aurora — New Bern 230 kV Transmission Line
June 2, 2017
Page 3 of 6
driveway pull -off to the Duke Energy Progress transmission line right-of-way on
both sides of King Neck Road, and a gravel access drive to the proposed switch
structure 68-1. Switch structure 68-1 will be a remotely operated switch that
requires testing on a monthly basis, therefore a permanent access road is proposed
in this location due to frequent access requirements. Switch 66-1 will be a
manually operated switch, which does not require frequent testing or access,
therefore a permanent access road is not proposed in this location.
Although efforts have been made to avoid impacts to jurisdictional waters, two
wetlands will be impacted by grading and fill associated with the eastern gravel
access road. There are proposed impacts to wetland area # 4 of 0.01 -acres and
0.07 -acres of impact proposed to wetland area # 3. There is a total of 0.08 -acres
of riparian wetland impact associated with the proposed project, while avoiding
the remaining 0.92 acres of wetlands within the project area. There is a temporary
access road proposed on the western side of King Neck Road for construction
access to the switch structure 66-1 location. Temporary composite matting will
be utilized for this eastern temporary access road and placed on the ground
surface, without any disturbance to the sub -surface of the wetlands areas within
this location. This temporary access road will also utilize an existing access trail,
minimizing new land disturbance in this location. As noted previously, the
wetlands within the existing transmission easement are maintained in an
herbaceous state, so placement of the temporary composite matting will not
require clearing of forested wetlands in these locations. There are no other
proposed impacts to jurisdictional waters and Neuse Buffers associated with the
proposed project.
DKE-16310

Ms. Karen Higgins
Tideland EMC — Aurora — New Bern 230 kV Transmission Line
June 2, 2017
Page 4 of 6
TOTAL PROPOSED WETLAND IMPACTS:
Impact Location
Impact Type
Area of Impact
(acres)
Impact Area -1
Grading & Fill
0.01
(for switch station)
Grading & Fill
Impact Area -2
(for switch station)
0.07
TOTAL
0.08
AVOIDANCE and MINIMIZATION: Impacts to jurisdictional wetlands,
streams, and buffers have been avoided and minimized to the maximum extent
practicable. There is a total of 0.08 -acres of riparian wetland impact associated
with the proposed project, while avoiding the remaining 0.92 acres of wetlands
within the project area. The eastern permanent access road will cross wetland
area # 3, at a near perpendicular angle and has been designed at the minimal
width necessary to provide safe ingress and egress to the site, minimizing
wetland impacts in this location. There is a temporary access road proposed on
the western side of King Neck Road for construction access to the switch
structure 66-1 location. This temporary access road will also utilize an existing
access trail, minimizing new land disturbance in this location. There are no
other proposed impacts to jurisdictional waters and Neuse Buffers associated
with the proposed project.
There is a temporary access road proposed on the western side of King Neck
Road for construction access to the switch structure 66-1 location. Temporary
composite matting will be utilized for this eastern temporary access road and
placed on the ground surface, without any disturbance to the sub -surface of the
wetlands areas within this location. This temporary access road will also utilize
DKE-16310

Ms. Karen Higgins
Tideland EMC — Aurora — New Bern 230 kV Transmission Line
June 2, 2017
Page 5 of 6
an existing access trail, minimizing new land disturbance in this location. As
noted previously the wetlands within the existing transmission easement are
maintained in an herbaceous state, so placement of the temporary composite
matting will not require clearing of forested wetlands in these locations.
Proper sedimentation and erosion control methods will be utilized during all
phases of construction and installation, as described in the Erosion Control Plan
sheets to be reviewed and approved by the NC Division of Mineral, Energy,
and Land Quality and/or Craven County. The contractor shall install silt fence,
inlet protection, sediment traps, diversion ditches, tree protection, and other
measures as shown on the erosion control plans, clearing only as necessary to
install these devices. All erosion and sediment control measures will be checked
for stability and operation following every runoff producing rainfall, but in no
case less than once every week. Any needed repairs will be made immediately
to maintain all measures designed. An erosion control inspections report is
required and will be kept by the owner's representative.
All slopes shall be graded no steeper than the angle that can be retained by
vegetative cover or other adequate erosion control devices or structures. No
material for construction will be placed in wetlands, streams, or Neuse Buffers
at any time. Excavation will be limited to the area necessary for site preparation;
all excavated material will be placed and retained on high ground. All excavated
material will be placed landward of jurisdictional wetland contours on high
ground and confined by adequate dikes or other retaining structures to prevent
erosion and sedimentation into adjacent waters, wetlands, or Neuse Buffers.
MITIGATION: There is 0.08 acres of total impacts to waters of the U.S. on
the project site. The applicant proposes mitigation in the form of avoidance and
minimization to waters of the U.S.
DKE-16310

Ms. Karen Higgins
Tideland EMC — Aurora — New Bern 230 kV Transmission Line
June 2, 2017
Page 6 of 6
DIFFUSE FLOW: There are no mapped surface waters either on the USGS
quadrangle or Craven County Soils Survey within the project area, nor any
surface waters within the project area subject to the Neuse River Riparian
Buffer Rules. The proposed access road and switch station pad will be graded
to allow for sheet flow from all sides and dissipate into relatively flat slopes of
2% or less. There are no sources of concentrated and/or high -velocity flow from
the proposed project area to a protected riparian buffer. The nearest surface
water, Upper Broad Creek, which is subject the Neuse Buffer Rules, is
approximately 395' east of the project area, therefore a diffuse flow plan is not
proposed for this project.
STORMWATER MANAGEMENT: Since the total disturbed area is less
than 1 -acre, a stormwater management plan will not be required for the
proposed project.
Consideration of this project is greatly appreciated. If you should have any
questions or require additional information, please do not hesitate to contact
myself or Gail Tyner, with Duke Energy Progress, Inc. at [phone].
Sincerely,
McAdams Company
I vin Yates
Senior Environmental Consultant
Project Manager
Enclosures
DKE-16310