20120331 Ver 1_401 Application_20120412

9 Progress Energy
March 26 2012
Ms Karen Higgins
North Carolina Division of Water Quality
1650 Mad Service Center
Raleigh North Carolina 27699
Re Progress Energy Carolinas
Franklinton 11 5k Substation Expansion
Franklin County North Carolina
401 Water Quality Certification
Dear Ms Higgins
20120331
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We have enclosed the Pre Construction Notification (PCN) for the above referenced project
The PCN includes the required form supplemental information and construction site plan
Additional information which may not be provided in the form is included in this cover letter
The proposed project will expand an existing substation site to accommodate looping of the
adjacent transmission line into the substation Two (2) circuit breakers and a line trap will be
added within the fenced area of the substation facility The minor expansion (20 south and 30
north) is required in this area of the site due to existing infrastructure and overhead lines
limiting available area for the additional equipment Every effort has been made to minimize the
project expansion footprint
The project area was delineated for wetlands and streams in February 2012 by Environmental
Services Inc (Mr Jeff Harbour) The February 15 2012 site meeting with USACOE DWQ
ESI and Progress Energy representatives confirmed the Jurisdictional areas including the
segments of stream channel which are subject to the Tar Pamlico buffer rules
Due to the limited area and physical site constraints the following Impacts are proposed
0 012 acres wetland Impact (permanent due to placement of fill)
60 linear feet of unbuffered stream Impact (due to placement of fill and channel
relocation)
410 square feet of Zone 2 Riparian Buffer Impact (temporary disturbance to be re
vegetated)
Progress Energy Carolinas Inc
PO Box 1551
Raleigh NC 27602
J

We trust the enclosed information is complete and will allow you to issue approval at an early
date Should you have any questions or require additional information please do not hesitate to
contact our office
Sincerely
Richard A Brown
General Manager Transmission &
Construction Engineering
RAB /cts
cc USACOE — 404
Mr Martin Richmond NCDWQ Raleigh Regional
Ms Sarah Puffer PEC
Mr Cliff Sauls PEC

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20120331
Office Use Only
Corps action ID no
DWQ project no
Form Version 1 3 Dec 10 2008
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Page 1 of 11
PCN Form - Version 1 3 December 10 2008 Version
Pre - Construction Notification PC Form
A Applicant Information
1
Processing
1 a
Type(s) of approval sought from the
Corps
®Section 404 Permit El Section 10 Permit -
1 b Specify Nationwide Permit (NWP) number 12 or General Permit (GP) number
1 c
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 Authonzation
le
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 N 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
1g
Is the project located in any of NC s twenty coastal counties If yes answer 1h
below
❑ Yes ® No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ® No
2
Project Information
2a
Name of project
Progress Energy Carolinas Franklinton 11 5k Substation Expansion
2b
County
Franklin
2c
Nearest municipality / town
Franklinton
2d
Subdivision name
N/A
2e
NCDOT only T I P or state
project no
N/A
3
Owner Information
3a
Name(s) on Recorded Deed
Carolina Power & Light Co d /b /a Progress Energy Carolinas
3b
Deed Book and Page No
Not shown on county web site
3c
Responsible Party (for LLC if
applicable)
Richard Brown General Manager Transmission Construction & Engineering
3d
Street address
410 South Wilmington Street PEB 2
3e
City state zip
Raleigh NC 27601 D
3f
Telephone no
919 546 3122 F -Zz-t- im
3g
Fax no
919 546 7552 APR
3h
Email address
nchard brown @pgnmad com
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Page 1 of 11
PCN Form - Version 1 3 December 10 2008 Version

4
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ❑ Other specify
4b
Name
4c
Business name
(if applicable)
4d
Street address
4e
City state zip
4f
Telephone no
4g
Fax no
4h
Email address
5
Agent/Consultant Information (if applicable)
5a
Name
William (Buzz) Bryson
5b
Business name
(if applicable)
Progress Energy Carolinas Environmental Permitting & Compliance
5c
Street address
410 South Wilmington Street TPP 14
5d
City state zip
Raleigh NC 27601
5e
Telephone no
919 546 6637
5f
Fax no
5g
Email address
buzz bryson @pgnmad com
Page 2 of 11
PCN Form — Version 1 3 December 10 2008 Version

B Project Information and Prior Project History
1 Property Identification
la Property identification no (tax PIN or parcel ID)
1855 54 2506
1 b Site coordinates (in decimal degrees)
Latitude 36 0968 Longitude 784752
(DD DDDDDD) ( DD DDDDDD)
1c Property size
5 59 acres
2 Surface Waters
2a Name of nearest body of water (stream river etc) to
UT to Cedar Creek
proposed project
2b Water Quality Classification of nearest receiving water
Cedar Creek is WS II HQW NSW
2c River basin
Tar
3 Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application
Existing site is electric substation Site is bounded by road overhead transmission line and undeveloped wooded space
from nearest residences
3b List the total estimated acreage of all existing wetlands on the property
Less than 0 5 acre
3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
-200 feet
3d Explain the purpose of the proposed project
The project is an expansion of an existing substation to accommodate looping of the adjacent transmission line into the
substation Two circuit breakers and a line trap will be added
3e Describe the overall project in detail including the type of equipment to be used
The project involves a minor expansion of fencing to the north and south on the western side of the existing substation to
allow the addition of the circuit breakers Because of existing infrastructure and overhead lines the expansion can only
occur at these location of the property Every effort has been made to reduce the project footprint
4 Jurisdictional Determinations
4a Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
Comments Both Corps and DWQ made on site
determination
4b If the Corps made the jurisdictional determination what type
❑ Preliminary ® Final
of determination was made?
4c If yes who delineated the jurisdictional areas?
Agency /Consultant Company Environmental Services
Name (if known) Jeff Harbour
Inc Other
4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
February 15 2012
5 Project History
5a Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all pnor phases) in the past?
5b If yes explain in detail according to help file instructions
Page 3 of 11
PCN Form - Version 1 3 December 10 2008 Version

6 Future Project Plans
6a Is this a phased project'? ❑ Yes ® No
6b If yes explain
Page 4 of 11
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
W1 ®P ❑ T
Fill
❑ Yes
® No
® Corps
❑ DWQ
0 012
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P [IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g Total wetland impacts
0 012
2h Comments
3 Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site then complete this
question for all stream sites impacted
3a
3b
3c
3d
3e
3f
3g
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number
(PER) or
(Corps 404 10
stream
length
Permanent (P) or
intermittent
DWQ — non 404
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T
Fill /piping
UT to Cedar Cr
❑ PER
® INT
® Corps
❑ DWQ
1
60
S2 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
60
31 Comments
Page 5 of 11
PCN Form — Version 1 3 December 10 2008 Version

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
Open water
impact number —
Permanent (P)
or Temporary
T
4b
Name of waterbody
(if applicable)
4c
Type of impact
4d
Waterbody type
4e
Area of impact (acres)
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4f Total open water impacts
4g Comments
5 Pond or Lake Construction
If pond or lake construction proposed the complete the chart below
5a
Pond ID
number
5b
Proposed use or purpose of
pond
5c
Wetland Impacts (acres)
5d
Stream Impacts (feet)
5e
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f Total
5g Comments
5h Is a dam high hazard permit required?
❑ Yes ❑ No If yes permit ID no
51 Expected pond surface area (acres)
51 Size of pond watershed (acres)
5k Method of construction
Page 6 of 11
PCN Form — Version 1 3 December 10 2008 Version

6 Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer then complete the chart below If yes then individually list all buffer impacts
below If any impacts require mitigation then you MUST fill out Section D of this form
6a
❑ Neuse ®Tar Pamlico El Other
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b
6c
6d
6e
6f
6g
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P)
for impact
Stream name
mitigation
(square feet)
(square feet)
or Temporary
required?
T
131 ❑ P ®T
Substation
UT to Cedar Cr
❑ Yes
0
335
expansion
® No
132 ❑P ❑T
El Yes
❑ No
B3 ❑P ❑T
El Yes
❑ No
6h Total buffer impacts
61 Comments
D Impact Justification and Mitigation
1 Avoidance and Minimization
1 a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
Progress Energy has minimized the footprint of the expansion to the extent possible However the existing substation
infrastructure largely dictates the alignment and location of the proposed additional circuit breakers and line trap
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
Expansion was limited to minimal amount consistent with safe engineering standards and operation practices
2 Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State
2a Does the project require Compensatory Mitigation for
❑ Yes ® No
impacts to Waters of the U S or Waters of the State?
2b If yes mitigation is required by (check all that apply)
❑ DWQ ❑ Corps
❑ Mitigation bank
2c If yes which mitigation option will be used for this project?
❑ Payment to in lieu fee program
❑ Permittee Responsible Mitigation
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank N/A
3b Credits Purchased (attach receipt and letter)
Type N/A
Quantity N/A
Page 7 of 11
PCN Form — Version 1 3 December 10 2008 Version

3c Comments Based on field visit both Corps and DWQ s representatives determined that no mitigation was required
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
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
5 Complete if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan provide a description of the proposed mitigation plan
N/A
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)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
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 DWQ made a field determination that the proposed impact was on a non buffered section of stream
Page 8 of 11
PCN Form — Version 1 3 December 10 2008 Version

E
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1
Diffuse Flow Plan
la
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1b
If yes then is a diffuse flow plan included? If no explain why
® Yes ❑ No
Comments Sheet flow is provided from site
2
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
358%
2b
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c
If this project DOES NOT require a Stormwater Management Plan explain why Below threshold ( <1 0 acre)
2d
If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan
❑ 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
4b
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
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
Page 9 of 11
PCN Form — Version 1 3 December 10 2008 Version

F
Supplementary Information
1
Environmental Documentation (DWQ Requirement)
la
Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes
® No
use of public (federal /state) land?
lb
If you answered yes to the above does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c
If you answered yes to the above has the document review been finalized by the
State Clearing House? (If so attach a copy of the NEPA or SEPA final approval
letter)
❑ Yes
❑ No
Comments
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
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
Page 10 of 11
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?
El 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?
Consultants review of site habitat and species lists
6 Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitats
❑ Yes ® No
6b What data sources did you use to determine whether your site would 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?
Previously disturbed area
8 Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA designated 100 year floodplain?
FEI es ❑ No
8b If yes explain how project meets FEMA requirements
8c What source(s) did you use to make the floodplain determination?
t- ' " ..
`
6 3/z�3� �, z
App ica gen s Signature
Applicant/Agents Printed Name
Date
(Agents signature is valid only if an authorization letter from the applicant
is provided
Page 11 of 11
PCN Form — Version 1 3 December 10 2008 Version

Plan Sheets 1- 6

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SURVEY/BOUNDARY NOTES:
1. TOPO AND BOUNDARY SURVEYED AND MAPPED FOR PROGRESS ENERGY CAROLINAS, INC.
BY STANTEC CONSULTING (PROJECT # 170302105-821).
2. LOT AREA BY COORDINATE METHOD.
pOCOMOKE RD 3.ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCE UNLESS OTHERWISE NOTED.
4. NORTH CAROLINA STATE PLANE COORDINATE POSITIONS WERE DETERMINED THROUGH THE USE
OF VIRS NETWORK UTILIZING TRIMBLE 5800 S1 TE WITH NAVD88 ELEVATIONS.
RECEIVERS. COORDINATES SHOWN ARE NAU83(2007)
STR
2 19 5. THE COMBINED GRID FACTOR UTILIZED ON THIS PROJECT I3 0.999967559.
Of
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60' PUBLIC R/W
VICINITY MAP t-EVADdI.Oc/ 7" 52.981TOTAL) 7.9,
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CONTRACTOR SHALL CONSTRUCT DITCH 'CHANNEL DURING DRY �AJE4THER
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DEPTH SHALL BE OF 5lZE INOICATED.
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SITE INFORMATION:
1. TOTAL AREA IN 0T� 5.58 ACRES
AREA IN PUBLIC ROAD R/�0.35 ACRES
AREA OUTSIDE PUBLIC ROAD R/W:5,23 ACRES
PIN. 1855-54-4194
2 CURRENT ZONING: RIMS
MARY GRIFFIN TAYLOR ^
TOWN OF FRANKLINT0N ETJ
U8 84L PG 348
l PIN 11/055-54-25O6
PARCEL ID. 026422
ADDRESS: 142 P0C0WDKE ROAD
4. PARKING SPACES. 8 PROVIDED
(ADEQUATE PARKING AVAILABLE WITHIN SUBSTATION FENCED
AREA FOR OPERATION AND MAINTENANCE PERSONNEL)
NORMAL TRAFFIC WILL BE 1PICKUP TRUCK ENTERING & EXITING
ONCE PER DAY Z EMPLOYEES FOR 2 HOURS PER DAY
5. IMPERVIOUS AREA.
EXISTING - 1.69 4C (0N-SITE; droo 1,990
O.4 AC (ROAD R/W)
1.83 AC TOTAL (32.80% )
PROPOSED - D.17 AC (EXPANSION AREA)
(4J537 OF REMAINING PERVIOUS AREA)
6. NO WATER SERVICE OR SEWER SERVICE RE8UIRED,
7. NO GARBAGE/SOLID WASTE COLLECTION REOUIRED,
8. SITE IS NOT IN 4 FEWA 00 YR FLOODW4Y.
9. NO HAZARDOUS MATERIALS WILL BE USED OR STORED ON SITE,
0. EXISTING/ PROPOSED USE ELECTRIC TRANSMISSION SUBSTATION
11. PROPERTY OWNER - PROGRESS ENERGY CAROLINAS, INC.
P0 80X 1981
RALEIGH, NC 27602
TEL. (919)546-T6G}
12. TOTAL DISTURBED AREA: LESS THAN lACRE (]1,840 S.F.}
13: PERMITTED STREAM/WETLAND IMPACTS:
WETLAND AREA: 625 S.F.
STREAM (NON-BUFFERED): 60 L.F.
STREAM BUFFER: 40 3.F.(IONE 2)
�
It
CD
'
� �
�
�
'
|
�
�
`
`
'CONCRETE
i
:MONUMENT
|
| -------
� cu2-55310.866
| NAD83 (2007
|
i
(lN REET >
40
NO. DATE
'
^
'
'
'
.—..
`
`
`
EAST
7
PIN: 1855-54-2506
LIGHT COMPANY
DB: 65L PG 618
REBAR W/ CAP(
N -854305.197
EIP
PIN: 1855-44-7217
If i, THOMAS C. ALLEN II
DB 797, PG 189
TN-TT�| RE' EASE
SITE INFORMATION:
1. TOTAL AREA IN 0T� 5.58 ACRES
AREA IN PUBLIC ROAD R/�0.35 ACRES
AREA OUTSIDE PUBLIC ROAD R/W:5,23 ACRES
PIN. 1855-54-4194
2 CURRENT ZONING: RIMS
MARY GRIFFIN TAYLOR ^
TOWN OF FRANKLINT0N ETJ
U8 84L PG 348
l PIN 11/055-54-25O6
PARCEL ID. 026422
ADDRESS: 142 P0C0WDKE ROAD
4. PARKING SPACES. 8 PROVIDED
(ADEQUATE PARKING AVAILABLE WITHIN SUBSTATION FENCED
AREA FOR OPERATION AND MAINTENANCE PERSONNEL)
NORMAL TRAFFIC WILL BE 1PICKUP TRUCK ENTERING & EXITING
ONCE PER DAY Z EMPLOYEES FOR 2 HOURS PER DAY
5. IMPERVIOUS AREA.
EXISTING - 1.69 4C (0N-SITE; droo 1,990
O.4 AC (ROAD R/W)
1.83 AC TOTAL (32.80% )
PROPOSED - D.17 AC (EXPANSION AREA)
(4J537 OF REMAINING PERVIOUS AREA)
6. NO WATER SERVICE OR SEWER SERVICE RE8UIRED,
7. NO GARBAGE/SOLID WASTE COLLECTION REOUIRED,
8. SITE IS NOT IN 4 FEWA 00 YR FLOODW4Y.
9. NO HAZARDOUS MATERIALS WILL BE USED OR STORED ON SITE,
0. EXISTING/ PROPOSED USE ELECTRIC TRANSMISSION SUBSTATION
11. PROPERTY OWNER - PROGRESS ENERGY CAROLINAS, INC.
P0 80X 1981
RALEIGH, NC 27602
TEL. (919)546-T6G}
12. TOTAL DISTURBED AREA: LESS THAN lACRE (]1,840 S.F.}
13: PERMITTED STREAM/WETLAND IMPACTS:
WETLAND AREA: 625 S.F.
STREAM (NON-BUFFERED): 60 L.F.
STREAM BUFFER: 40 3.F.(IONE 2)
It
CD
`
'CONCRETE
i
:MONUMENT
|
| -------
� cu2-55310.866
| NAD83 (2007
|
i
(lN REET >
40
NO. DATE
'
^
'
'
'
.—..
`
`
`
EAST
7
PIN: 1855-54-2506
LIGHT COMPANY
DB: 65L PG 618
REBAR W/ CAP(
N -854305.197
EIP
PIN: 1855-44-7217
If i, THOMAS C. ALLEN II
DB 797, PG 189
TN-TT�| RE' EASE
SITE INFORMATION:
1. TOTAL AREA IN 0T� 5.58 ACRES
AREA IN PUBLIC ROAD R/�0.35 ACRES
AREA OUTSIDE PUBLIC ROAD R/W:5,23 ACRES
PIN. 1855-54-4194
2 CURRENT ZONING: RIMS
MARY GRIFFIN TAYLOR ^
TOWN OF FRANKLINT0N ETJ
U8 84L PG 348
l PIN 11/055-54-25O6
PARCEL ID. 026422
ADDRESS: 142 P0C0WDKE ROAD
4. PARKING SPACES. 8 PROVIDED
(ADEQUATE PARKING AVAILABLE WITHIN SUBSTATION FENCED
AREA FOR OPERATION AND MAINTENANCE PERSONNEL)
NORMAL TRAFFIC WILL BE 1PICKUP TRUCK ENTERING & EXITING
ONCE PER DAY Z EMPLOYEES FOR 2 HOURS PER DAY
5. IMPERVIOUS AREA.
EXISTING - 1.69 4C (0N-SITE; droo 1,990
O.4 AC (ROAD R/W)
1.83 AC TOTAL (32.80% )
PROPOSED - D.17 AC (EXPANSION AREA)
(4J537 OF REMAINING PERVIOUS AREA)
6. NO WATER SERVICE OR SEWER SERVICE RE8UIRED,
7. NO GARBAGE/SOLID WASTE COLLECTION REOUIRED,
8. SITE IS NOT IN 4 FEWA 00 YR FLOODW4Y.
9. NO HAZARDOUS MATERIALS WILL BE USED OR STORED ON SITE,
0. EXISTING/ PROPOSED USE ELECTRIC TRANSMISSION SUBSTATION
11. PROPERTY OWNER - PROGRESS ENERGY CAROLINAS, INC.
P0 80X 1981
RALEIGH, NC 27602
TEL. (919)546-T6G}
12. TOTAL DISTURBED AREA: LESS THAN lACRE (]1,840 S.F.}
13: PERMITTED STREAM/WETLAND IMPACTS:
WETLAND AREA: 625 S.F.
STREAM (NON-BUFFERED): 60 L.F.
STREAM BUFFER: 40 3.F.(IONE 2)

`
`
`
`
`
'---------'---
______ _________
'----------
RR 3PD([
--------------------------------------
--__
- __--------- ---------- CONCRETE
-------___ ---------------------- MONUMENT -
-----___--- ------------
DISTURBED(F)
RESET N/ w5
REBAR
GPS#I
REBAR W/ CAP(S)
N:854770.302
_\
E:2155122.072 \
ELEV-401.86
- -------- -
_______________
p�����K� �O�O ____ ____________
' ` '~ '`^ ROAD RR SPIKE ___------------
IN
CD
#3N
+4 N
SN
#lE
/
�D�055-44-72D / '
�O�S C. ALLEN � / ' *i
/ '
)B 797, PG 09
co
All is
14is 2S
CONCRETE
MONUMENT
N:85437iD2
E:2154838.69'
NA083 (2007
v- ---, +"S
EIP
\
SPSv2
REBAR 0V CAP(S)
N:854385.197
E:2154947.40
ElEY.,380.21
Fit— 512-97,(TOTAL)
GRAVEL DR TV,-
BASELINE
INTERSECTION
N'S 5T4. 2+04.O8
E-W 3TA.J+00.40
N;854496."l00
E�2�50�0B
TBM
R[84R W/ CAP(J)
N:85443L923
E:2155UD5.95Z
GROPAT� �!�/ E 40 0 20 40 80
w
_-68.6y
RE84R W/ CAP(S)
N'S ST4.1+49.11
N�5444l00
G2155167.171
PIN: 1855-54-2506
CAROLINA POWER &
LIGHT COMPANY
D8 464, PG 423
D8 65L PG 60
DB 720, PG 213
PIN: 1855-44-7217
THOMAS C. ALLEN II
DB 797, PG 189
1G0
_
--------- - - -- �7��
/
LIDAR MONUMENT
"FRANKLINT0N"
N-3 STA.4+46.0
1.5YRT
REBAR WVC4RS)
N-5 STA.4+29J2
N:854714.071
REB4R 0V CAP(S)
E-W ST4.3+65.48
N.854479.609
/
'
/
/
MONUMENT
N-854251.232
�215530.8G
NAD83 (2007)
([M FE�T �
1 1noh = 40 T-
NO. DATE
/
/
���J7
/ -CONCRETE MONUMENT
. W/ ALUMINUM CAP(S)
co
_0N UE�
T�T7r�� �EI,�-�
PIN. 1855-54-4194
MARY GRIFFIN TAYLOR
D8 84L PG 348
REVTS
SOIL APPROX.
BORING
I DEPTH
IE
51
2E
51
2N
ZZ
6N
5t
is
5f
2S
51
4S
51
Fit— 512-97,(TOTAL)
GRAVEL DR TV,-
BASELINE
INTERSECTION
N'S 5T4. 2+04.O8
E-W 3TA.J+00.40
N;854496."l00
E�2�50�0B
TBM
R[84R W/ CAP(J)
N:85443L923
E:2155UD5.95Z
GROPAT� �!�/ E 40 0 20 40 80
w
_-68.6y
RE84R W/ CAP(S)
N'S ST4.1+49.11
N�5444l00
G2155167.171
PIN: 1855-54-2506
CAROLINA POWER &
LIGHT COMPANY
D8 464, PG 423
D8 65L PG 60
DB 720, PG 213
PIN: 1855-44-7217
THOMAS C. ALLEN II
DB 797, PG 189
1G0
_
--------- - - -- �7��
/
LIDAR MONUMENT
"FRANKLINT0N"
N-3 STA.4+46.0
1.5YRT
REBAR WVC4RS)
N-5 STA.4+29J2
N:854714.071
REB4R 0V CAP(S)
E-W ST4.3+65.48
N.854479.609
/
'
/
/
MONUMENT
N-854251.232
�215530.8G
NAD83 (2007)
([M FE�T �
1 1noh = 40 T-
NO. DATE
/
/
���J7
/ -CONCRETE MONUMENT
. W/ ALUMINUM CAP(S)
co
_0N UE�
T�T7r�� �EI,�-�
PIN. 1855-54-4194
MARY GRIFFIN TAYLOR
D8 84L PG 348
REVTS
SOIL APPROX.
BORING
I DEPTH
IE
51
2E
51
2N
51
6N
5t
is
5f
2S
51
4S
51
ss
51
9s
51
DIMENSION LAYOUT PLAN
LOCATION 142 POCOMOKE ROAD, FRANKLINTON, NC
SCALE 4 0' SCALE 'F'ATIO
�

1�
)
c j l STP, -21 9 t
3 i %
-
POCOMOKE ROAD NCSR 1127 �-
pF `'' 60` PUBLIC R/W
/ - - /x;03.45 \ EP —
�� 398,20 ` / REBAR vd/ /e( / _ --- - - -_ -- _ -_ __
E
R/W LIMIT - -- —�-- n.85 7 p� / — RR SPIKE _ ___ - -_ —_ _ __ - --
- g t
f �2i55122.07j2 r i' - — \ � - INV;
LF V:4ffl 61 — --- 512,98 (TOTAL) 97<97' —
_ N86 °50'13` —° — IN V. rrp
,q -- .- - - - =�- � rY. la >��, L��;�r4, ___ -_---
`!`_. o 405.0 - - - - - - - v� - -' -- -- -- - i _____ -- — -
_ RR SPIKE I _I', :' — _ �. , 5 i -
_ _ _ _ -- - - --
_ -_
(TIE �_ -51297' T _ CONCRETE MONUMENT
.. - MIN C
- _ as - 186, -I` - - _ - - - - - i L'1C.Y•R MONUMENT
QJO.0 (OT � - ,�` `�
E`
--400.0 N 41` 3 "E ._" c _ �- . d "S" ;i; / ERA !KLINTON" -
- =__ -- 315;0 j \ r'
-- ---- �INV. �_. j a 6 8/
p. G3_-- N- S STA
_ - - -- --R /N! IMIi CONCRETE
-- /� ! 397015 I ' �" �' j,;� 1.5i'R.T
- - - MONUMENT — 1 I l l . l — — t/
__ - - — — -- - - DISTURBED(F) -- - - - -/ % —
- -- --" GRAVE! DRIVE
RESET W/ #5 1 ;— __ -
-- 395.0- / -- , -- / % �,l - ';--_ - / ,�. ,14p0,p
REBAR / l 1 '- - t
i / rSTR -460 Q .m �_C,E lrsft':N.r) =�- i ) \ -
- A
1;.
A,4r29oI?
Of 52" 7.7
1� 1 N
3 it, 395 ©
" t t
----- -- 950 J l l t l ;
till! r l „r
CROSSROADS-
2
!O/ % � fr pa tom"=
{� 394
rjllll
l X J // % COLLEGE %
_. / - Cr ec
Cl�$ x \
,,rk /'. `°i°�/ 1 TRA,NSF�1RtrEP+ Iii �' STREET /j' LO
if 23KV
t • l � /' .. - l` i` t ; ( l� (i �~Il 1, l ' !t r, f/� ri ^�� i' (, J l " +• j
WETLAND
"HA,
/ r t I I / I + l ' }�' % /l r ! / %•
Cry 1,it)^ C
jY
E(j a Ct (l I
0 +00.00
EAST—'NEST —' • - % -1 D / -� �.� r
BA SEL I! E
rte`
?IN : 1855 -44 -7217
-)'SOMAS C. ALLEN II
DB 797, PG 189
F0.41ZITZIT411
CLEARING LIMIT/
NEW TREE LINE
CONCRETE
MONUMENT
N :854375.172
E :2154838.694
NAD83 (2007)
SSTR EAM
s
'�R iIV1.39`1. 5
/ fI S S A 2401008
18 1.019 = _
••- � It r l ll l �,
/ o TBM
% o REBAR W/ CAP(S)
�9S N:854431.923
3« 3.8�_- E:2155085.952
ELEV- 395.95
1I WETLANDS
gHJBn
rn / �.9
r /• �_ % �, . S T R =218. TO BE
�� RENJOVED.
sue` 9g8�•�
D f #�
EIP %" / %' ,;,;: STREA1 )
Jif
1 1 .i "SHB'
% f al Iffj; TA 8�2
'Ale 475-
GPS #2 p
/ A�
j REBAR W/ CAM(
N:854305,197
E :2154947,414
ELEV:390,21
�l
'fit
�r K LLu
0 20 80
rIN 'EE 7 )
Inch = d,0 rti
160
-�
3 aIR 'Al '/t rCAP(S)
'
r c STAa3 o5. 0
�r
PIN: 18-55-5472506
CAROLINA POWER &
QREBAR
LIGHT COMPANY
4r/. s4P;S;
%
N ST A.11-49,11
DB� 65L PG ,618
(lF
_21_5167.10
so IQ,
--- - -�>:�
O
-t - - - 1 �1:^ - - -- -
PIN- 1855-44-7217
THOMAS C. ALLEN II
DB 797, PG 189
." Q>
0
0
V COKRETE
1 MONUMENT
I - N :85425L232
j E :2155310.866
I NAD83 (2007)
I
I
I
i
T_
�3- �� -22Li2 TNITIAL RELEASE
NO. DATE
NOTES:
L ALL BEARINGS AND DISTANCES ARE GRID BEARINGS AND GROUND
PIN. 1855-54-4194 DISTANCES UNLESS OTHERWISE NOTED.
MARY GRIFFIN TAYLOR
DB 84L PG 348 2. TOTAL AREA IN LOT: 5.58 AC IN ROAD R /W: 0,35 AC
3. TOTAL DISTURBED AREA: LESS THAN 1 AC (31,890 SF)
4. EXISTING UNDERGROUND UTILITY LOCATIONS (WHERE SHOWN) WERE
TAKEN FROM AVAILABLE INFORMATION AND ARE APPROXIMATE ONLY,
CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILIIIES
PRIOR TO BEGINNING CONSTRUCTION. ANY UTILITIES DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY WITH NO ADDITIONAL
COST TO THE OWNER. CONTRACTOR SHALL NOTIFY THE NC ONE CALL
CENTER OR THEIR SUCCESSORS AT 1- 800-632 -4949 PRIOR TO EXCAVATION.
CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IN THE EVENT OF
ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING A DEVIATION
FROM THE PLANS.
5, EARTHWORK QUANTITIES (TOTAL SITE):
CUT: 460 CY A FILL FACTOR OF 1.15 HAS BEEN APPLIED
FILL: 470 CY
6. CUT AND FILL SLOPES WILL BE 2:1(H:V) UNLESS OTHERWISE NOTED.
COMPACT FILL TO 957, STANDARD PROCTOR MAXIMUM DENSITY (ASTM -698)
IN THIN LIFTS.
7. PROPOSED /NEW FENCING TO BE 7' HIGH CHANI -LINK WITH Y BARBED WIRE,
8. CONTRACTOR TO PROVIDE 6 "COMPACTED STONE INSIDE EXPANDED FENCE
AREA, EXTENDING 6' OUTSIDE FENCE LINE,
oft
L r . Ener
Progress Energy Carolinas, Inc. Raleigh, NC
FRANKLINTON 115124kV SUBSTATION EXPANSION
GRADING PLAN
LOCA IONI 142 POCOMOKE ROAD, FRANKLINTON, NC
SCULL 1" = 40' SCALE RATIO I-I
I BAP SFP MVC DRAWN BAP CI -!r;. S F P wpr-)_ MVC
REVISION BY CK. I APP. DATE 03 -12 -12 DWG. r10. RDC- 60129, SN 4 OF 6
�r
PIN: 18-55-5472506
CAROLINA POWER &
LIGHT COMPANY
DB: 464, PG 423
DB� 65L PG ,618
DB. 720, PG 213
EIP
so IQ,
°o
PIN- 1855-44-7217
THOMAS C. ALLEN II
DB 797, PG 189
." Q>
0
0
V COKRETE
1 MONUMENT
I - N :85425L232
j E :2155310.866
I NAD83 (2007)
I
I
I
i
T_
�3- �� -22Li2 TNITIAL RELEASE
NO. DATE
NOTES:
L ALL BEARINGS AND DISTANCES ARE GRID BEARINGS AND GROUND
PIN. 1855-54-4194 DISTANCES UNLESS OTHERWISE NOTED.
MARY GRIFFIN TAYLOR
DB 84L PG 348 2. TOTAL AREA IN LOT: 5.58 AC IN ROAD R /W: 0,35 AC
3. TOTAL DISTURBED AREA: LESS THAN 1 AC (31,890 SF)
4. EXISTING UNDERGROUND UTILITY LOCATIONS (WHERE SHOWN) WERE
TAKEN FROM AVAILABLE INFORMATION AND ARE APPROXIMATE ONLY,
CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILIIIES
PRIOR TO BEGINNING CONSTRUCTION. ANY UTILITIES DAMAGED DURING
CONSTRUCTION SHALL BE REPAIRED IMMEDIATELY WITH NO ADDITIONAL
COST TO THE OWNER. CONTRACTOR SHALL NOTIFY THE NC ONE CALL
CENTER OR THEIR SUCCESSORS AT 1- 800-632 -4949 PRIOR TO EXCAVATION.
CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IN THE EVENT OF
ENCOUNTERING ANY UNDERGROUND OBSTACLE REQUIRING A DEVIATION
FROM THE PLANS.
5, EARTHWORK QUANTITIES (TOTAL SITE):
CUT: 460 CY A FILL FACTOR OF 1.15 HAS BEEN APPLIED
FILL: 470 CY
6. CUT AND FILL SLOPES WILL BE 2:1(H:V) UNLESS OTHERWISE NOTED.
COMPACT FILL TO 957, STANDARD PROCTOR MAXIMUM DENSITY (ASTM -698)
IN THIN LIFTS.
7. PROPOSED /NEW FENCING TO BE 7' HIGH CHANI -LINK WITH Y BARBED WIRE,
8. CONTRACTOR TO PROVIDE 6 "COMPACTED STONE INSIDE EXPANDED FENCE
AREA, EXTENDING 6' OUTSIDE FENCE LINE,
oft
L r . Ener
Progress Energy Carolinas, Inc. Raleigh, NC
FRANKLINTON 115124kV SUBSTATION EXPANSION
GRADING PLAN
LOCA IONI 142 POCOMOKE ROAD, FRANKLINTON, NC
SCULL 1" = 40' SCALE RATIO I-I
I BAP SFP MVC DRAWN BAP CI -!r;. S F P wpr-)_ MVC
REVISION BY CK. I APP. DATE 03 -12 -12 DWG. r10. RDC- 60129, SN 4 OF 6

NOTE:
U
CONTRACTOR SHALL CONSTRUCT DTTCH/,HANNEL DURING DRY VIEAITII
CONDITIONS,OR UTILIZE TEMPORARY ­`—pA'-_ PUMPING AS NECLESS.�
D1
RIP-RAP L Tj\I ING SHALL BE INSTALLED It l•,` L FOLLOWING CHA
CONSTRUCTION, RIP-RAP STONE AND PLACE-M.", D;"PTH SHALL BE N
S I — E TIN11 D T CATE1
i iL i 11— 1 L
T
IF -1--v'PORAR), BY-PL.SS Pit 'o.APING IS N --- S R _�_ SHAT
4
T
_VU ,.A T Y OWS AROUND
T, `7r
U
S T 7 �f
MV j�
'KA ulNTTL CHANNEL HAS DEED �­L AND RIP-RAP
QI
1,vll P SHALL DISCHARGE THROUGH DA G` 1 T
0 REMOVE'
SHALL
vi SEDP%,IEINT TRANSPORT.
1,L.'iJJ I M.1 IXnl
D50 = 12"
DEPTH = 27"
RIP-RAP DITCH LINING (D-2)
N TS
PREPARED BY:
v s 46
DAi@ MA R T I P.
ENG"INEERS dgk SURVEYORS
6415 OLD PLANK RD, HIGH POINT, NC 27265 [phone] VVWW.DMP-INC.CO
DIVIP PROJECT: 120012
ti
STR­211 9
TEMPORARY
rAfkl(ZT0HrTT0hl
DITCH SCHEDULE
CHANNEL
NO.
DRAINAGE
AREA
acres)
INTENSITY
1 n/hr)
r)
RUNOFIFO
COEFF.
10
CF ;S
CHANNEL
HANNEL
SLOPE
SLOPE
(7)
LILNGTH
[I�GTH
ft)
BEGIN
ELEV.
END
ELEV.
N"
VALUE
VELOCITY
(f
(ft/sec)
' ec)
D-1
11.69
5.8
.0.36. 1
24.41
0.023
Ito
395
392.5
0.06
3. 71
D-2
25.81
1 1
0.232 I
I
: 1, .
— —
07078
—
F 4.27
OKE ROAD NCSR 1127 ENTRANCE
POCOM / / / / 60' PUBLIC R/W
/90
INV. GP,_ 4,11 !NV�
398026 1 0
R BAP 403AS EP
LIMIJ_� N.85117710 J' 7'
RR SPIKE
G
P6A
�R
8 5_11 7 70 J-0,
1 E,2155122.01­ — — — — — — — — — --- — — — — — — — — — _-----------------------
R./44'
79
8(TOTAL)
t IO
�V P
N86*50'13'E
T,
" 7\j, u� 1, IB" R�'
— — - ---------- 405.0.
C. P, 7
z ----------
�D
RR SPIKE ---------
-----------
J�L
7�p T
----------- --- Al
tTIE V __210 ---- ... ­­ — - -
I — - ---- 0­1 CONCRETE MONUMENT
_------- - - - - -- P Ll
---- -- 52.97'(T
---- --- W/ ALUMINUM CAP(S)
A �,J 1 MEN T,
.... 40 ------ L ID AA
rp - - - - - - --- -- - - ---- - - -------- • ......
Aoo,o 7.
N
'�'403 -------- - ---- ---- _O.. FRAI
------ TP(3)_ ` *84,03 f
T,'� 4 46418
- - ----- _____pl 7 W_ [I'MITCONCRETE �x 9� 7 -15
j
MONUMENT
DRIVE
DISTURBED(F) --- ---- EL
RESET W/ #5
00.0
If
/STR-460
REBAR 395.0 -1
-------
-C-, TA-,. A-0--
14.07;
LIMITS OF
77
% -5,
DISTURBANCE D-1 S11
95.0
k
p l�.
MT-,
R S, S;R 0 A Lp
tD 31/\V
Ct
1�r , . 2
NSFOP
0
WETLAND
_j
11HAll
j
EAST-yE., N SA
♦------
L
C,
0+00100
EAST EST 0
E
d
BASS L-11
z
C�j
FMH
's
STREAM RIM�
.39F_
4�7
"SHA",
;!11: 1855 -44 -7217
Y
T1.0MAS C. ALLEN II
)B 797, PG 189
Cl,
X
%
_j
LIMITS OF LIMITS OF
DISTURBANCE
DISTURBANCE
4
D-2
0--
�� 0
;; .7.
xI ACCESS 4
WETLANDS, : /'l 1,
�l c) REA
J
UTLETx
C,
—,STONE O
IN. (TYP).
Wk SILT
7EM
FENCE -(TYF)- - -
CONCRETE ll
MONUMENT
N.854375.17 2
E:2154838.694
NAD83 (2007)
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PIN: 1855-54-2506
CAROLINA POWER &
32,w LIGHT COMPANY
D& 4649 PG 423
GPS#2 o V-11 DB 65L PG t18
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DB: 720, PG: 213
N:854305.197 V;
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PIN .-1855 -44 -7217
THOMAS C. ALLEN II
DB 797, PG 189
G C_ SCAl_p__
0 20 4 v 80
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1-0
)RCRETE
MONUMENT
N:8 54251.232
E.-2155310 .866
NAD83 (2007)
I I I
BAS� I ' rfEST
J,,�S T
vv�
IN EET
C U TTTAI
1% RELEASE
NO. DATE
PIN: 1855-54-4194
MARY GRIFFIN TAYLOR
DB 84L PG 348
REVISION
CD
0
i
TEMPORARY
LINING IG LINING
REQUIRED TYPE
EXCEL. MATTING NA GREEN SC150 OR EQUAL
RIP-RAP-CLASS 'I' D50=12", 27" DEPTH
EROSION CONTROL LEGEND
RIP—RAP OUTLET PROTECTION
L
DROP INLET PROTECTION
TEMPORARY SEDIMENT TRAP
TEMP. INLET PROTECTION
z
TEMP. CHECK DAM/STONE OUTLET
EXCELSIOR MATTING
LIMITS OF DISTURBANCE
— — — — —
— — — — TEMPORARY EARTH BERM
TEMPORARY SILT FENCE
R E BA R W//
N SI­Ae3
Nk85`10q
E,,2155211'
K
0
GAPS!
J08
At)
PIN: 1855-54-2506
CAROLINA POWER &
32,w LIGHT COMPANY
D& 4649 PG 423
GPS#2 o V-11 DB 65L PG t18
W
-
ED A 1) / CAP(
DB: 720, PG: 213
N:854305.197 V;
J EI
E:2154947.414 A % �11\
_2z I S
A
ELEV:390.21 0. 10 Qz
\k\ 771
if
001,
f;
PIN .-1855 -44 -7217
THOMAS C. ALLEN II
DB 797, PG 189
G C_ SCAl_p__
0 20 4 v 80
1
�z
1-0
)RCRETE
MONUMENT
N:8 54251.232
E.-2155310 .866
NAD83 (2007)
I I I
BAS� I ' rfEST
J,,�S T
vv�
IN EET
C U TTTAI
1% RELEASE
NO. DATE
PIN: 1855-54-4194
MARY GRIFFIN TAYLOR
DB 84L PG 348
REVISION
CD
0
i
TEMPORARY
LINING IG LINING
REQUIRED TYPE
EXCEL. MATTING NA GREEN SC150 OR EQUAL
RIP-RAP-CLASS 'I' D50=12", 27" DEPTH
EROSION CONTROL LEGEND
RIP—RAP OUTLET PROTECTION
L
DROP INLET PROTECTION
TEMPORARY SEDIMENT TRAP
TEMP. INLET PROTECTION
6�&
TEMP. CHECK DAM/STONE OUTLET
EXCELSIOR MATTING
LIMITS OF DISTURBANCE
— — — — —
— — — — TEMPORARY EARTH BERM
TEMPORARY SILT FENCE

TEMPORARY SEEDING SPECIFICATIO�1=15
FOR THE PIEDMONT
ESTABLISHING VEGETATION
PIEDMONT REGION
GENERAL REQUIREMENTS:
THE WORK INCLUDES SEEDBED PREPARATION, LIMING, FERTILIZING, SEEDING, AND 11hI CHING
OF THE UTILITIES STRIP AND ALL DISTURBED AREAS.
MATERIALS:
A.LIME SHALL BE DOLOMITIC AGRICULTURAL GROUND LIMESTONE CONTAINING l6(,T LESS
THAN TEN PERCENT MAGNESIUM OXIDE. MIX INTO SOIL A MINIMUM OF 4 '. DEPTH.
B. FERTILIZER SHALL BE COMMERCIAL PRODUCE OF 10 -10 -10 ANALYSIS. ALL FER -,ILIZER
SHALL BE DELIVERED IN BAGS BEARING THE MANUFACTURER'S NAME, THE
CHEMICAL ANALYSIS OF THE PROJECT, AND THE WEIGHT. IF NOT USED
IMMEDIATELY AFTER DELIVERY, THE FERTILIZER SHALL BE STORED IN A
MANNER WHICH WILL NOT ALLOW IT TO HARDEN OR DESTROY ITS
EFFECTIVENESS. MIX INTO SOIL A MINIMUM OF 4" DEPTH.
C. GRASS SEED SHALL BE AN APPROVED MIXTURE BASED ON REGIONAL AND SEASONAL
CONSIDERATIONS. PURITY OF SEED SHALL BE A MINIMUM OF NINETY PERCEI�,'T
AND THE GERMINATION SHALL BE A MINIMUM OF EIGHTY -FIVE PERCENT. THE:
SEED LABEL SHALL BE A "CERTIFIED SEED "LABEL.
D. MULCH SHALL CONSIST OF DRY, SMALL GRAIN STRAW, DRY HAY, AND OTHER -UIT-
ABLE AND APPROVED MATERIAL.
PREPARATION OF SEEDBED:
THE SURFACE SHALL BE MADE SMOOTH AND TRUE TO GRADE. THE AREAS SHALL BE
PREPARED BY MEANS OF DISKING TO A MINIMUM DEPTH OF FOUR INCHES.
DISKING AND CROSS - DISKING, HARROWING, OR OTHER APPROVED METHODS OF DRE-
PARATION SHALL BE CONTINUED UNTIL A FRIABLE AND THOROUGHLY PULVER:_"ZED
FOUR-INCH DEEP SEEDBED IS OBTAINED. CARE SHALL BE EXERCISED IN PRE-
PARATION OF SEEDBEDS ON SLOPES TO KEEP LOOSE SOIL IN PLACE RATHER,
THAN PERMIT IT TO ACCUMULATE AT THE FOOT OF THE SLOPE. SEEDBED SHALL
BE APPROVED PRIOR TO PLANTING THE SEED.PRIOR TO THE LAST TILLAGE
OPERATION, LIME AND FERTILIZER SHALL BE BROADCAST WITH AN APPROVED
SPREADER OVER THE SEEDBED IN ACCORDANCE WiTH THE APPROPRIATE
SCHEDULE.
SEEDING:
AFTER THE SEEDBEDS HAVE BEEN PREPARED AND APPROVED BY THE ENGINEER, THE MIX-
TURE OF GRASS SEED, AS SPECIFIED, SHALL BE SOWED BY MEANS OF AN APPROVED
SEEDER AT THE APPROPRIATE RATE, THE SEED WORKED INTO THE SOIL TO DEPTH
OF APPROXIMATELY 112 INCH AND THEN COMPACTED BY MEANS OF A CULT TACKER
ROLLER OR OTHER APPROVED EQUIPMENT.
ESTABLISHING PERMANENT VEGETATION:
THE PERMANENT SEEDING OF DENUDED AREAS SHALL BE PERFORMED WITHIN 15 WORKING
DAYS AFTER FINAL GRADE IS REACHED AND SHALL BE IN ACCORDANCE WITNITHE
PREVIOUS SPECIFICATIONS AND THE FOLLOWING APPROPRIATE PERMANENT NEEDING
SCHEDULE.
PERMANENT SEEDING SCHEDULE FOR LOW MAINTENANCE AREAS IN THE PIEDMONT AREAS
ARE AS FOLLOWS:
PLANTS & MIXTURES PLANTING RATES PL�',,NTING DATE
TALL FESCUE 100 Ibs /ac Aug. %a - Sept. 15 or
Feb.:( - Mar. 21
KOBE LESPEDEZA 10 Ibs /oc
10 -10 -10 FERTILIZER 1,000 lbs /ac
LIMESTONE 4,000 Ibs /ac
IN EASTERN PIEDMONT, ADD 25 Ibs /ac PENSACOLA BAHIAGRASS OR 10 lbs /ac COMMON
BERMUDAGRASS.
AFTER AUGUST 15, USE UNSCARIFIED SERICEA SEED.
MULCHING:
MULCH SHALL BE SMALL GRAIN STRAW APPLIED AT THE RATE OF 2.5 TONS PER ACRE
TO ALL SEEDED AREAS. MULCH SHALL BE APPLIED UNIFORMLY WITHOUT CLUiOPS OR
BUNCHES OF MATERIAL. MULCH SHALL BE APPLIED IMMEDIATELY AFTER SEEDING
AND PREFERABLY ON THE SAME WORKING DAY THAT THE SELECTED AREA IS SEEDED.
ANCHOR STRAW BY TACKING WITH ASPHALT (APPLICATION RATE OF 436 GAIL /ACRE),
ROVING, OR NETTING, OR BY CRIMPING WITH A MULCH ANCHORING TOOL. ON STEEP
STEEP SLOPES, NETTING IS PREFERRED.
MAINTENANCE AND RESEEDING:
THE CONTRACTOR SHALL MAINTAIN ALL SEEDED AREAS, UNTIL ACCEPTANCE OF THE WORK
BY WATERING, MOWING, AND WEEDING. ANY AREAS WHICH FAiL TO SHOW A S fISFACTORY
STAND FOR ANY REASON WHATSOEVER, SHALL BE RETREATED FOLLOWING THE GRASSING
PROCEDURE SPECIFIED HEREIN. DAMAGE RESULTING FROM EROSION, GULL IES,'!TIASHOUTS,OR
OTHER CAUSES PRIOR TO ACCEPTANCE SHALL BE REPAIRED BY REFILLING !!WITH TOPSOIL,
AND RETREATED FOLLOWING THE GRASSING PROCEDURE SPECIFIED HEREIN.
PREPARED BY:
DAVI .o MARTIN'
6415 OLD PLANK RD, HiGH POINT, NC 27265 (336) 886 -4821 UVVVVV.D
DIVIP PROJECT: 120012
v �
SURFACE ROUGHENING
NTS
WATTLE ROLLS iv':.UST BE PLACED
ALONG SLOPE CC�I,ITOURS �
\;;
� •ice \�� ;� � � ', /,=-� j/ \ �
2 O' i� %; i %� ADJA.CEN' ROLLS S' —1,LL
TIGHTLY '431.1, -
1: DRIVE STEEL POST 18" INTO GROUND AND EXCAVATE A 'o" X 6" T R'_ NO
UPHILL ALONG THE LINE OF POSTS. n%iAX. 8' BET)ilEEN POSTS,
2. ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE
FENCE b "INTO THE EXCAVATED TRENCH.
ATTACH THE FT_L T' -ABRIC TG THE ''1ViRE FEilCE. AND EXTEND THE
BOT T 01vi OF THE FABRIC 6" INTO THE IRENCH,
4. BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR
THE BOTTOM OF THE SILT FENCE SO THAT RUNOFF IS FORCED TO
GO i HP IJ HE FENCE AND CANNOT GO UNDER T.
SPACING DEPENDS
ON SOIL TYPE AND
SLOPE STEEPNESS
SED11MEN1, ORC N., MAT TER,
AND iwAi':?iL SLEDS ARE
CAPTURED BEHINb THE ROLLS.
_— x2�'...
a
r
r M
IA.
COIR WATTLE
SPACING iI\j (FT)
< .. ''
Leo J V
.
;TER 7t
,A,A.TT1 E INSTALLATION REQUIRES THE PLACE?>,ENi
n n- i t n, +^
..1.;: SECUP,F STAKING �r 1'r:r ROLL IN A TRENCH
3 " -5" (75- 125mm) DEEP L:UG ON CONFOL11 `
RUNOFF MUST MOT BE ALLO'` ED TO RUN U'!'Lc
OF AROUND ROLL.
SPECIFICATIONS:
i00% COIR (COCO�!U -) FIBERS
MIN. DIAMETER: 12,:
MIN. DENSIi (: 3.5 _8 /SF 10%
NET !MATERIAL: COIR FIBER
NET OPENINGS: 2" X ?"
NET STRENGTH: 90 ") LBS
MIN, WEIGHT: 2.6 I Q FT ± 10111
SEQUENCE of CONSTRUCTION
1. Install stabilized constructlion entrance/
mud ramp at all construct lion entrances.
2. Clear site enough to 1nst(all erosion control devices.
3. Install sediment and erosion control devices.
4. Clear and grade site.
5. Protect ail drainage struc -ures.
6. Maintain and clean erosioni control facilities
throughout duration of project.
7. Seed, mulch & anchor site.
8. After all areas have been :stabilized, remove
all temporary erosion control devices.
TEMPORARY SILT FENCE
NTS
RICH WITH S iL
TAMPING TO
]NO.
EROSION CONTROL PROCEDURE
The contractor shall conform with all requirements of the soil
sedimentation and erosion control laws and regulations of the
State of North Carolina as established and enforced by the
Land Quality Section of the NC Department of Environment
and Natural Resources. These requirements shall include
but not be limited to the following:
1. All denuded areas are to be seeded and stabilized
within the following timetable:
Temporary Seeding: 21 calendar days
Permanent Seeding: 15 working days / 90 calendar days
Upon completion of any slope: 21 calendar days
2. All erosion control improvements shall be maintained,
repaired and kept working until acceptance of project.
POST META T -POST 5 FEET OR 6 EE- ill HEiG'
DEPENDING ON FILL SLOPE,
FABRIC -i6 MHES Ifs! 'AVID; H Iv U S 'v E E _ ENO IN E E R S
;pF C.TFICATIONS raft O�IvI CONTROL)
T C'° � ;IL T F E1NCE
HOG WIRE ,�
SEDiMEN T CON IROL
STONE
SILT- ENCE
OVER HOG WIRE
I AL FENI,E. POST ,_'.r t rr2inr
SIL, -FENCE i OV
CROSS SECTION
L PREPARE SOIL BEFORE INSTALLING BLANKETS. INCLUDING APPLICATION OF LIME,
FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6 "DEEP
X 6 °WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.
4. PLACE BLANKETS END OVER END (SHINGLE STYLE)WITH AN 18'OVERLAP. USE A
DOUBLE ROW OF STAGGERED STAPLES 4'APART TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED
IN 6 "DEEP X 6 "WIDE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING.
6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4'OVER THE CENTER BLANKET
AND STAPLED (2 °FOR C350 MATTING).
7. IN HIGH FLOW CHANNEL APPLICATIONS,A STAPLE CHECK SLOT IS RECOMMENDED
AT 30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE
WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4 "BELOW THE FIRST ROW IN A
STAGGERED PATTERN,
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6'WIDE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
INSTALLATION OF
NETTING AND MATTING
,I S
?S- 20'1.2 INITIAL RE ASE
JO. DATE REVISION
ST
STRUCi�R' S ONE
4` MINA
TOP VIEW
SILT -FENCE
OVER HOG WIRE
FRONT VIEW
11O I E°
STRUCTURAL STONE SHALL BE
(CLASS "B "STONE FOR EROSION
rC tTROL PURPOSES.
TEMPORARY SILT FENCE STONE OUTLET
,T.S.
8
wv jl1 t.., EXTENDE�1
�V; "�«
THROUGH ROCK - FOLD DOVvIN OVER
f -(OCK
3"
arse aggregate
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
drains into a sediment trap or other suitable disposal area. A wash rack may also
be used to make washing more convenient and effective.
Construction
Specifications 1. Clear the entrance and exit area of all vegetation, roots, and other objec-
tionable materioland properly grade it.
2. Place the gravel to the specific grade and dimensions shown on the plans, and
smooth it.
3. Provide drainage to carry water to a sedment trap or other suitable outlet,
4. Use geotextile fabrics because they improve stability of the foundation in
locations subject to seepage or high water table.
Maintenance Maintain the gravel pad in a condition to prevent mud or sediment from leav-
ing the construction site. This may requuire periodic topdressing with 2 -inch
stone, After each rainfall, inspect any structure used to trap sediment and clean
it out as necessary. Immediately remove all objectionable materials spilled,
washed, or tracked onto public roadways.
TEMPORARY CONSTRUCTION ENTRANCE
NTS
XFT Ear: Energy
Progress Energy Carolinas, Inc. Raleigh, NC
FRANKLINTON 115 /24kV SUBSTATION EXPANSION
EROSION CONTROL DETAILS
LOCATION 142 POCOMOKE ROAD, FRANKLINTON, NC
SCALE 1" 40' SCALE RATIO 101
CHAP SFP MVC DRAwN BAP CHIK. SFP APP. MVC
BY CK. APP, 1 DATE 03- 12 - -12 DAG� No. RDC- 601299 SH 6 OF 6
Applicati,n Rates (lb /ac)
Recommended
Seeding Dates
Species
Seed
10 -10 -10 Agriculurai
Straw
Fertilizer Limestone
Rye (grain)
120
Jan, l - May 1
Annual Lespedeza
50
750 2,000
41000
(Kobe)
May I - Aug. 15
German Millet
40
750 2,000
4,000
Aug. 15 - Dec. 30
Ryegrain
120
I
1,000 2,000
4,000
ESTABLISHING VEGETATION
PIEDMONT REGION
GENERAL REQUIREMENTS:
THE WORK INCLUDES SEEDBED PREPARATION, LIMING, FERTILIZING, SEEDING, AND 11hI CHING
OF THE UTILITIES STRIP AND ALL DISTURBED AREAS.
MATERIALS:
A.LIME SHALL BE DOLOMITIC AGRICULTURAL GROUND LIMESTONE CONTAINING l6(,T LESS
THAN TEN PERCENT MAGNESIUM OXIDE. MIX INTO SOIL A MINIMUM OF 4 '. DEPTH.
B. FERTILIZER SHALL BE COMMERCIAL PRODUCE OF 10 -10 -10 ANALYSIS. ALL FER -,ILIZER
SHALL BE DELIVERED IN BAGS BEARING THE MANUFACTURER'S NAME, THE
CHEMICAL ANALYSIS OF THE PROJECT, AND THE WEIGHT. IF NOT USED
IMMEDIATELY AFTER DELIVERY, THE FERTILIZER SHALL BE STORED IN A
MANNER WHICH WILL NOT ALLOW IT TO HARDEN OR DESTROY ITS
EFFECTIVENESS. MIX INTO SOIL A MINIMUM OF 4" DEPTH.
C. GRASS SEED SHALL BE AN APPROVED MIXTURE BASED ON REGIONAL AND SEASONAL
CONSIDERATIONS. PURITY OF SEED SHALL BE A MINIMUM OF NINETY PERCEI�,'T
AND THE GERMINATION SHALL BE A MINIMUM OF EIGHTY -FIVE PERCENT. THE:
SEED LABEL SHALL BE A "CERTIFIED SEED "LABEL.
D. MULCH SHALL CONSIST OF DRY, SMALL GRAIN STRAW, DRY HAY, AND OTHER -UIT-
ABLE AND APPROVED MATERIAL.
PREPARATION OF SEEDBED:
THE SURFACE SHALL BE MADE SMOOTH AND TRUE TO GRADE. THE AREAS SHALL BE
PREPARED BY MEANS OF DISKING TO A MINIMUM DEPTH OF FOUR INCHES.
DISKING AND CROSS - DISKING, HARROWING, OR OTHER APPROVED METHODS OF DRE-
PARATION SHALL BE CONTINUED UNTIL A FRIABLE AND THOROUGHLY PULVER:_"ZED
FOUR-INCH DEEP SEEDBED IS OBTAINED. CARE SHALL BE EXERCISED IN PRE-
PARATION OF SEEDBEDS ON SLOPES TO KEEP LOOSE SOIL IN PLACE RATHER,
THAN PERMIT IT TO ACCUMULATE AT THE FOOT OF THE SLOPE. SEEDBED SHALL
BE APPROVED PRIOR TO PLANTING THE SEED.PRIOR TO THE LAST TILLAGE
OPERATION, LIME AND FERTILIZER SHALL BE BROADCAST WITH AN APPROVED
SPREADER OVER THE SEEDBED IN ACCORDANCE WiTH THE APPROPRIATE
SCHEDULE.
SEEDING:
AFTER THE SEEDBEDS HAVE BEEN PREPARED AND APPROVED BY THE ENGINEER, THE MIX-
TURE OF GRASS SEED, AS SPECIFIED, SHALL BE SOWED BY MEANS OF AN APPROVED
SEEDER AT THE APPROPRIATE RATE, THE SEED WORKED INTO THE SOIL TO DEPTH
OF APPROXIMATELY 112 INCH AND THEN COMPACTED BY MEANS OF A CULT TACKER
ROLLER OR OTHER APPROVED EQUIPMENT.
ESTABLISHING PERMANENT VEGETATION:
THE PERMANENT SEEDING OF DENUDED AREAS SHALL BE PERFORMED WITHIN 15 WORKING
DAYS AFTER FINAL GRADE IS REACHED AND SHALL BE IN ACCORDANCE WITNITHE
PREVIOUS SPECIFICATIONS AND THE FOLLOWING APPROPRIATE PERMANENT NEEDING
SCHEDULE.
PERMANENT SEEDING SCHEDULE FOR LOW MAINTENANCE AREAS IN THE PIEDMONT AREAS
ARE AS FOLLOWS:
PLANTS & MIXTURES PLANTING RATES PL�',,NTING DATE
TALL FESCUE 100 Ibs /ac Aug. %a - Sept. 15 or
Feb.:( - Mar. 21
KOBE LESPEDEZA 10 Ibs /oc
10 -10 -10 FERTILIZER 1,000 lbs /ac
LIMESTONE 4,000 Ibs /ac
IN EASTERN PIEDMONT, ADD 25 Ibs /ac PENSACOLA BAHIAGRASS OR 10 lbs /ac COMMON
BERMUDAGRASS.
AFTER AUGUST 15, USE UNSCARIFIED SERICEA SEED.
MULCHING:
MULCH SHALL BE SMALL GRAIN STRAW APPLIED AT THE RATE OF 2.5 TONS PER ACRE
TO ALL SEEDED AREAS. MULCH SHALL BE APPLIED UNIFORMLY WITHOUT CLUiOPS OR
BUNCHES OF MATERIAL. MULCH SHALL BE APPLIED IMMEDIATELY AFTER SEEDING
AND PREFERABLY ON THE SAME WORKING DAY THAT THE SELECTED AREA IS SEEDED.
ANCHOR STRAW BY TACKING WITH ASPHALT (APPLICATION RATE OF 436 GAIL /ACRE),
ROVING, OR NETTING, OR BY CRIMPING WITH A MULCH ANCHORING TOOL. ON STEEP
STEEP SLOPES, NETTING IS PREFERRED.
MAINTENANCE AND RESEEDING:
THE CONTRACTOR SHALL MAINTAIN ALL SEEDED AREAS, UNTIL ACCEPTANCE OF THE WORK
BY WATERING, MOWING, AND WEEDING. ANY AREAS WHICH FAiL TO SHOW A S fISFACTORY
STAND FOR ANY REASON WHATSOEVER, SHALL BE RETREATED FOLLOWING THE GRASSING
PROCEDURE SPECIFIED HEREIN. DAMAGE RESULTING FROM EROSION, GULL IES,'!TIASHOUTS,OR
OTHER CAUSES PRIOR TO ACCEPTANCE SHALL BE REPAIRED BY REFILLING !!WITH TOPSOIL,
AND RETREATED FOLLOWING THE GRASSING PROCEDURE SPECIFIED HEREIN.
PREPARED BY:
DAVI .o MARTIN'
6415 OLD PLANK RD, HiGH POINT, NC 27265 (336) 886 -4821 UVVVVV.D
DIVIP PROJECT: 120012
v �
SURFACE ROUGHENING
NTS
WATTLE ROLLS iv':.UST BE PLACED
ALONG SLOPE CC�I,ITOURS �
\;;
� •ice \�� ;� � � ', /,=-� j/ \ �
2 O' i� %; i %� ADJA.CEN' ROLLS S' —1,LL
TIGHTLY '431.1, -
1: DRIVE STEEL POST 18" INTO GROUND AND EXCAVATE A 'o" X 6" T R'_ NO
UPHILL ALONG THE LINE OF POSTS. n%iAX. 8' BET)ilEEN POSTS,
2. ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE
FENCE b "INTO THE EXCAVATED TRENCH.
ATTACH THE FT_L T' -ABRIC TG THE ''1ViRE FEilCE. AND EXTEND THE
BOT T 01vi OF THE FABRIC 6" INTO THE IRENCH,
4. BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR
THE BOTTOM OF THE SILT FENCE SO THAT RUNOFF IS FORCED TO
GO i HP IJ HE FENCE AND CANNOT GO UNDER T.
SPACING DEPENDS
ON SOIL TYPE AND
SLOPE STEEPNESS
SED11MEN1, ORC N., MAT TER,
AND iwAi':?iL SLEDS ARE
CAPTURED BEHINb THE ROLLS.
_— x2�'...
a
r
r M
IA.
COIR WATTLE
SPACING iI\j (FT)
< .. ''
Leo J V
.
;TER 7t
,A,A.TT1 E INSTALLATION REQUIRES THE PLACE?>,ENi
n n- i t n, +^
..1.;: SECUP,F STAKING �r 1'r:r ROLL IN A TRENCH
3 " -5" (75- 125mm) DEEP L:UG ON CONFOL11 `
RUNOFF MUST MOT BE ALLO'` ED TO RUN U'!'Lc
OF AROUND ROLL.
SPECIFICATIONS:
i00% COIR (COCO�!U -) FIBERS
MIN. DIAMETER: 12,:
MIN. DENSIi (: 3.5 _8 /SF 10%
NET !MATERIAL: COIR FIBER
NET OPENINGS: 2" X ?"
NET STRENGTH: 90 ") LBS
MIN, WEIGHT: 2.6 I Q FT ± 10111
SEQUENCE of CONSTRUCTION
1. Install stabilized constructlion entrance/
mud ramp at all construct lion entrances.
2. Clear site enough to 1nst(all erosion control devices.
3. Install sediment and erosion control devices.
4. Clear and grade site.
5. Protect ail drainage struc -ures.
6. Maintain and clean erosioni control facilities
throughout duration of project.
7. Seed, mulch & anchor site.
8. After all areas have been :stabilized, remove
all temporary erosion control devices.
TEMPORARY SILT FENCE
NTS
RICH WITH S iL
TAMPING TO
]NO.
EROSION CONTROL PROCEDURE
The contractor shall conform with all requirements of the soil
sedimentation and erosion control laws and regulations of the
State of North Carolina as established and enforced by the
Land Quality Section of the NC Department of Environment
and Natural Resources. These requirements shall include
but not be limited to the following:
1. All denuded areas are to be seeded and stabilized
within the following timetable:
Temporary Seeding: 21 calendar days
Permanent Seeding: 15 working days / 90 calendar days
Upon completion of any slope: 21 calendar days
2. All erosion control improvements shall be maintained,
repaired and kept working until acceptance of project.
POST META T -POST 5 FEET OR 6 EE- ill HEiG'
DEPENDING ON FILL SLOPE,
FABRIC -i6 MHES Ifs! 'AVID; H Iv U S 'v E E _ ENO IN E E R S
;pF C.TFICATIONS raft O�IvI CONTROL)
T C'° � ;IL T F E1NCE
HOG WIRE ,�
SEDiMEN T CON IROL
STONE
SILT- ENCE
OVER HOG WIRE
I AL FENI,E. POST ,_'.r t rr2inr
SIL, -FENCE i OV
CROSS SECTION
L PREPARE SOIL BEFORE INSTALLING BLANKETS. INCLUDING APPLICATION OF LIME,
FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6 "DEEP
X 6 °WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.
4. PLACE BLANKETS END OVER END (SHINGLE STYLE)WITH AN 18'OVERLAP. USE A
DOUBLE ROW OF STAGGERED STAPLES 4'APART TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED
IN 6 "DEEP X 6 "WIDE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER
STAPLING.
6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4'OVER THE CENTER BLANKET
AND STAPLED (2 °FOR C350 MATTING).
7. IN HIGH FLOW CHANNEL APPLICATIONS,A STAPLE CHECK SLOT IS RECOMMENDED
AT 30 TO 40 FOOT INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE
WIDTH OF THE CHANNEL. PLACE A SECOND ROW 4 "BELOW THE FIRST ROW IN A
STAGGERED PATTERN,
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6'WIDE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
INSTALLATION OF
NETTING AND MATTING
,I S
?S- 20'1.2 INITIAL RE ASE
JO. DATE REVISION
ST
STRUCi�R' S ONE
4` MINA
TOP VIEW
SILT -FENCE
OVER HOG WIRE
FRONT VIEW
11O I E°
STRUCTURAL STONE SHALL BE
(CLASS "B "STONE FOR EROSION
rC tTROL PURPOSES.
TEMPORARY SILT FENCE STONE OUTLET
,T.S.
8
wv jl1 t.., EXTENDE�1
�V; "�«
THROUGH ROCK - FOLD DOVvIN OVER
f -(OCK
3"
arse aggregate
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
drains into a sediment trap or other suitable disposal area. A wash rack may also
be used to make washing more convenient and effective.
Construction
Specifications 1. Clear the entrance and exit area of all vegetation, roots, and other objec-
tionable materioland properly grade it.
2. Place the gravel to the specific grade and dimensions shown on the plans, and
smooth it.
3. Provide drainage to carry water to a sedment trap or other suitable outlet,
4. Use geotextile fabrics because they improve stability of the foundation in
locations subject to seepage or high water table.
Maintenance Maintain the gravel pad in a condition to prevent mud or sediment from leav-
ing the construction site. This may requuire periodic topdressing with 2 -inch
stone, After each rainfall, inspect any structure used to trap sediment and clean
it out as necessary. Immediately remove all objectionable materials spilled,
washed, or tracked onto public roadways.
TEMPORARY CONSTRUCTION ENTRANCE
NTS
XFT Ear: Energy
Progress Energy Carolinas, Inc. Raleigh, NC
FRANKLINTON 115 /24kV SUBSTATION EXPANSION
EROSION CONTROL DETAILS
LOCATION 142 POCOMOKE ROAD, FRANKLINTON, NC
SCALE 1" 40' SCALE RATIO 101
CHAP SFP MVC DRAwN BAP CHIK. SFP APP. MVC
BY CK. APP, 1 DATE 03- 12 - -12 DAG� No. RDC- 601299 SH 6 OF 6

Topograhic Survey
)C2 @ [Np'F
=.APR2 DR _ n WATER QUALITY E

VICINITY MAP FFE FINISHED FLOOD ELEVATION ca W o
NOT TO SCALE 2
0 4�
2
Z
2-
��FO lu a POCOMOKE ROAD - NCSR 1127 R/W LIMIT
60' PUBLIC R/W
Fp INV. _ GPS #1 ----
INV.
403.45 SPIKE( )D EP
398.26 REBAR W/ CAP(S) 5+15.53 / � �- -- �-""- o
10 R/W LIMIT Ni 854770.302 NORTH -SOUTH -
E:2155122.072 _ BASELINE """"' INV
-�� _ ELEV 401.06 512.98 TOTAL 40
INV. 97.97 P 404.14.
M •50'13 "E 18" RCP
---- RAILROAD 0 INV. INV. 400.19 - 405.0 _ --- N >_
EP SPIKE(F) _ _ INV 315.01 398.8 "'- 399.8_3 - - - -- _ "� t"- �-' 00
c�
398.33 -"�
-- _ _ - -..._ X24" RCPT r --^.' i o0
_ _ i < l R/W LIMIT c''
24" RCP 400.0 °= 512.97' {TOTAL )': CONCRETE a
0 " 197.9 MONUMENT W/
�__-' , N86'SQ 13 E -..�" - ,""" UDAR MONUMENT v
EP N =S ALUMINUM CAP(S)
�,_.-.q.00.0 ,� „-. _N83 41 33 E- -�--�' I "FRANKUNTON"
--- _-� - 315.06' 1 ^ ` - -STA.4+84.03i / N -S STA.4 +46.18 \ L 7
NV - \ �� 1.51 RT \
R/W UMIT CONCRETE ` "1 397.15 _.
---
MONUMENT
---- -- DISTURBED(F) --�'� - '- -\ "�, 1i �� GRAVEL DRIVE
RESET W/ #5 X \ I � . " -' -..
REBAR 395. , <1 4D0 0., , \ PINE TREES ARE THE
STR -46 / � - -� , REBAR W/ CAP(S) 3r 0 PROMINENT GROWTH IN
2
N -S STA: 4+29.1 \ 0 THIS WOODED AREA
fig^ fh� l/ / / N: 854714.071
E: 2155237.716
'A DOTES:
// / o / / .95. Z / os SURVEYED AND MAPPED FOR PROGRESS ENERGY CAROLINAS,
//. 1 ^
Q [ p INC
!/ �. ^` 1� \ t% / --1 2. SURVEYED AND MAPPED . BY STANTEC CONSULTING
\ 1 / / MITCHNERS Cr p Q 3. AREA BY COORDINATE METHOD
^ \ t / ,EROSSROADS \ \ / /// / 4. PROPERTY SUBJECT TO ANY VAUD & ENFORCEABLE
/ 23KV ` \ \ � o I y . EASEMENTS, RESTRICTIONS AND RIGHTS-OF-WAY OF RECORD.
�z3 I moo° 5. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND
( z / / f _ DISTANCE UNLESS OTHERWISE NOTED.
TRANSFORMER ` COLLEGE ; Z LU o ? L / 7. CONTOURS SHOWN HEREON ARE AT 10FOOTI INTERVALS OUTSIDE
I STREET � o tt tk � / . I,
! 1 �l 23KV \ .� u, 4 t / a � OF SUBSTATION AND O.iO FOOT INSIDE SUBSTATION FENCE.
H / �- -� •� o v 1 r �/ 6. NORTH CAROLINA STATE PLANE COORDINATE POSITIONS WERE
HA7 / ' X �, �_ '� / / I / \ [ / I _. DETERMINED THROUGH THE USE OF VRS NETWORK UTILIZING
° a t �,. \ / TRIMBLE 5800 RECEIVERS. COORDINATES SHOWN HEREON ARE
NAD83(2007). WITH NAVD88 ELEVATIONS.
395.0 / 9. THE COMBINED GRID FACTOR UTILIZED ON THIS
TOP CONC ° / PROJECT IS 0.999967559
/ /1 �'S�C 39.53 \ ! U / // 10. STRUCTURES WITH NUMBERS SHOWN HEREON WERE CLEARLY
0 +00.00 /
1 READABLE. STRUCTURES WITHOUT NUMBERS EITHER HAD
AB
UNREADLE REMNANTS OF NUMBER TAGS OR NONE AT ALL.
HAS
EAST -WEST FAS / / / / /� I I i �S v n / / A / / �%K / / / 11. WETLANDS AND STREAM LOCATIONS ARE SHOWN FROM FIELD
/ / PINE TREES ARE THE
BASELINE QAS S / J l i`� ° / /( C � �°. /// li I PROMINENT GROWTH IN SURVEY DATED 2 -16 -2012 AS THEY WERE DELINEATED BY
t � � 1 /
/ ti1 1 -I 2 M; t / � / THIS WOODED AREA ENVIRONMENTAL SERVICES, INC. EARLIER IN. FEBRUARY 2012.
,r/ f A TOP CONC:, tom / �� I / THE TAR - PAMUCO RIVER BUFFER IS SHOWN AS BEGINNING AT
=l+e ./ 395.87 / • / t \ J ( J / FLAG SHB 4 PER EMAIL RECEIVED ' ON 2 -15 -2012 AND
40 „t H 1 J l / DESCRIBED IN ESI REPORT FOR PROJECT # ER12020.01 DATED
\ / I IM: 395.51 c� /// ` 2 -3 -2012.
V. ® / _/1-BASEUNE r - iw
"'INTERSECTION
TOP GONG: "j N -S STA. 2 +04.08 % �h- ) EMH Z w
394.51 E -W STA. 3 +00.40 'h f RIM:395.58 m
PIN: 1855 -44 -7217 N:854496.300 / f
�'-
1-- 1 AA W / CAP(S) � E: 21581.01 r
J 41
SHA2 REB 9
THOMAS C. ALIEN 11 . .
PIN: 1855 -54 -4194 DB 797, PG 189 N•85 ,4546.138
MARY GRIFFIN TAYLOR
E: 2154992.469 / / ,ygh' r ..� REBAR W/ CAP(S) / DB 841. PG 348
�// \ \ E -W STA.3+65.40
JL_ N: 854479.689 o
U) 1 i E 2155243.862 t
A 92 �- X^-.c� J TOP CONQ \\ N, -0 - /
o \ j `\ k 395.89 C fAS _
Hef J ` \ ` TBM
­,,REBAR W/ CAPS REBAR W/ CAP(S)% v /
1 % N -S STA.1 +49.11 4+88.21
ST R----218 95�...- _N: 854431.923 ,7 f EAST -WEST
1 " AND a � \ O E :2155085.952 ( N: 854443.108 1 t % / 'BASELINE
HARDWOOD TREES F/8 �� ti s \ ELEV:395.95 \ E: 2155167.171 /
ARE THE PROMINENT
I i GROWTH IN THIS
! WOODED AREA ! y ®� cv X- A-----.
PIN - 1855 -54 -2506
-CAROLINA POWER &, /
/ } \\ LIGHT COMPANY / \
DB 464, PG 423
/ I , PG 213
CONCRETE � / °� + -� DB 720 \„_,I
N: 854375.172
x
MONUMENT(F) '
/ / + \ o mQ
E 2154838.694
NAD83(2007).
IR ,,i III i I I o
E() ! / 23g , \ I ' �. PINE TREES ARE THE i `N / 1 / l/
488.1 8'� I I e�` \ ! t ` PROMINENT GROWTH IN
0411 / / ! l %OrAZ \ t THIS WOODED AREA..
0 +00.00 j I I Il
NORTH SOUTH
BASEUNE /
GPs
REBAR W/ C (S) / �\ � t N75'1732- / I 1 / I
N:.854305.197 r \
E :2154947.414 ? t t IRON PIPE(F) \ { 1 I
ELEV:390.21 ZD r, OF ARE , , 1 OF P* /SOUTH \ 75� �0'� t (I I L.
�� g�S�N r'p yin , \ ` t t t w \ CONCRETE
<" Gy R�"�Ep y� `�. >> ' , MONUMENT(F)
tJ M GO SuR > y o N: 854251.232
E: 2155310.866
<y� V�oP OF yin �NAD83(2007)
PIN: 1855 -44- ---7217
THOMAS C. ALLEN 11
DS 797, PG 1189
1 1 2 -20 -2012
NO. I DATE
1 ?_tAH then ?1?i11 ?f]1? In*34,24.
AREA INSIDE PUBLIC ROAD R /W:
15,389 S.F.t, 0.353 AC.f
AREA OUTSIDE PUBLIC ROAD R /W:
227,532 S.F.t, 5.223 AC.t
TOTAL SITE AREA:
242,921 S.F.f, 5.576 AC.t
ADDED WETLANDS AS DELINEATED AND SURVEYED
REVISION
8
1AR Do
APPS 21 10.1
I John P. Scoville III certify that this planimetric drawing was drawn from an acutal
survey made under my supervision and was made in accordance with the
requirements of the Standards of Practice of Land Surveying in North Carolina, and
meets or exceeds the requirements for a class "A" survey as specified therein.
Witness rry hand and seal this 1 th d of January, 2012.
John P. Scoville, III L -3343
d�giaE % !r ress Ellel
ROSE
oCL SE L mss'
`-33 Progress Energy Carolinas, Inc, Raleigh, NC
scl
f�al,i €,,,��� FRANKLINTON 11 5K SUBSTATION
TOPOGRAPHIC SURVEY PROJECT NUMBER 20072350
LocATION FRANKLINTON, FRANKLIN COUNTY, NC
SCALE 1"=401 SCALE RATIO 1 :1
JPS. JPS JPS DRAWN JBH CHIC JPS APP. JPS
BY CK. App DATE 1 -18 -12 DWG. NO. , SH 1 OF 1
LEGEND-
Stantec Consulting Services, Inc.
Oak Plaza Blvd., Suite 200
PROPERTY LINE
Winston-Salem,
Winston- Salem, NC USA 27105
NE
ADJOINING PROPERTY LINE
336.759.7400
Fax: [phone]
NCDOT R/W LINE
www.stantec.com
MAJOR CONTOUR LINE
Rp
- - - - - - - - - - MINOR CONTOUR LINE
POCOMOKE RD
BASELINE
The Contractor shall verify and be responsible for all dimeruiians. 00
NOT scale the drawing - any errors or ornimsions shall be reported to
X
EDGE OF PAVEMENT
Sfontee Consuithrg Me. without delay.
The copyrights to all designs and drawings are the property of
EDGE OF WOODS
Inc.
haec C ul Consulting for any other than
S I E
that n � s kignc a
�
:
x x- BARBED WIRE FENCE
J�
CMP - CORRUGATED METAL PIPE
°cr
0 - MONUMENTATION FOUND
o•
- POLE LOCATION
m'
o - GUY ANCHOR LOCATION
0
El - CONCRETE MONUMENT .FOUND
- CONCRETE MONUMENT SET
A - REBAR W/ CAP SET
co
TP - TELEPHONE PEDESTAL
(F) - FOUND
(S) - SET
�n
RCP - REINFORCED CONCRETE PIPE
Q STR -219
VICINITY MAP FFE FINISHED FLOOD ELEVATION ca W o
NOT TO SCALE 2
0 4�
2
Z
2-
��FO lu a POCOMOKE ROAD - NCSR 1127 R/W LIMIT
60' PUBLIC R/W
Fp INV. _ GPS #1 ----
INV.
403.45 SPIKE( )D EP
398.26 REBAR W/ CAP(S) 5+15.53 / � �- -- �-""- o
10 R/W LIMIT Ni 854770.302 NORTH -SOUTH -
E:2155122.072 _ BASELINE """"' INV
-�� _ ELEV 401.06 512.98 TOTAL 40
INV. 97.97 P 404.14.
M •50'13 "E 18" RCP
---- RAILROAD 0 INV. INV. 400.19 - 405.0 _ --- N >_
EP SPIKE(F) _ _ INV 315.01 398.8 "'- 399.8_3 - - - -- _ "� t"- �-' 00
c�
398.33 -"�
-- _ _ - -..._ X24" RCPT r --^.' i o0
_ _ i < l R/W LIMIT c''
24" RCP 400.0 °= 512.97' {TOTAL )': CONCRETE a
0 " 197.9 MONUMENT W/
�__-' , N86'SQ 13 E -..�" - ,""" UDAR MONUMENT v
EP N =S ALUMINUM CAP(S)
�,_.-.q.00.0 ,� „-. _N83 41 33 E- -�--�' I "FRANKUNTON"
--- _-� - 315.06' 1 ^ ` - -STA.4+84.03i / N -S STA.4 +46.18 \ L 7
NV - \ �� 1.51 RT \
R/W UMIT CONCRETE ` "1 397.15 _.
---
MONUMENT
---- -- DISTURBED(F) --�'� - '- -\ "�, 1i �� GRAVEL DRIVE
RESET W/ #5 X \ I � . " -' -..
REBAR 395. , <1 4D0 0., , \ PINE TREES ARE THE
STR -46 / � - -� , REBAR W/ CAP(S) 3r 0 PROMINENT GROWTH IN
2
N -S STA: 4+29.1 \ 0 THIS WOODED AREA
fig^ fh� l/ / / N: 854714.071
E: 2155237.716
'A DOTES:
// / o / / .95. Z / os SURVEYED AND MAPPED FOR PROGRESS ENERGY CAROLINAS,
//. 1 ^
Q [ p INC
!/ �. ^` 1� \ t% / --1 2. SURVEYED AND MAPPED . BY STANTEC CONSULTING
\ 1 / / MITCHNERS Cr p Q 3. AREA BY COORDINATE METHOD
^ \ t / ,EROSSROADS \ \ / /// / 4. PROPERTY SUBJECT TO ANY VAUD & ENFORCEABLE
/ 23KV ` \ \ � o I y . EASEMENTS, RESTRICTIONS AND RIGHTS-OF-WAY OF RECORD.
�z3 I moo° 5. ALL DISTANCES SHOWN HEREON ARE HORIZONTAL GROUND
( z / / f _ DISTANCE UNLESS OTHERWISE NOTED.
TRANSFORMER ` COLLEGE ; Z LU o ? L / 7. CONTOURS SHOWN HEREON ARE AT 10FOOTI INTERVALS OUTSIDE
I STREET � o tt tk � / . I,
! 1 �l 23KV \ .� u, 4 t / a � OF SUBSTATION AND O.iO FOOT INSIDE SUBSTATION FENCE.
H / �- -� •� o v 1 r �/ 6. NORTH CAROLINA STATE PLANE COORDINATE POSITIONS WERE
HA7 / ' X �, �_ '� / / I / \ [ / I _. DETERMINED THROUGH THE USE OF VRS NETWORK UTILIZING
° a t �,. \ / TRIMBLE 5800 RECEIVERS. COORDINATES SHOWN HEREON ARE
NAD83(2007). WITH NAVD88 ELEVATIONS.
395.0 / 9. THE COMBINED GRID FACTOR UTILIZED ON THIS
TOP CONC ° / PROJECT IS 0.999967559
/ /1 �'S�C 39.53 \ ! U / // 10. STRUCTURES WITH NUMBERS SHOWN HEREON WERE CLEARLY
0 +00.00 /
1 READABLE. STRUCTURES WITHOUT NUMBERS EITHER HAD
AB
UNREADLE REMNANTS OF NUMBER TAGS OR NONE AT ALL.
HAS
EAST -WEST FAS / / / / /� I I i �S v n / / A / / �%K / / / 11. WETLANDS AND STREAM LOCATIONS ARE SHOWN FROM FIELD
/ / PINE TREES ARE THE
BASELINE QAS S / J l i`� ° / /( C � �°. /// li I PROMINENT GROWTH IN SURVEY DATED 2 -16 -2012 AS THEY WERE DELINEATED BY
t � � 1 /
/ ti1 1 -I 2 M; t / � / THIS WOODED AREA ENVIRONMENTAL SERVICES, INC. EARLIER IN. FEBRUARY 2012.
,r/ f A TOP CONC:, tom / �� I / THE TAR - PAMUCO RIVER BUFFER IS SHOWN AS BEGINNING AT
=l+e ./ 395.87 / • / t \ J ( J / FLAG SHB 4 PER EMAIL RECEIVED ' ON 2 -15 -2012 AND
40 „t H 1 J l / DESCRIBED IN ESI REPORT FOR PROJECT # ER12020.01 DATED
\ / I IM: 395.51 c� /// ` 2 -3 -2012.
V. ® / _/1-BASEUNE r - iw
"'INTERSECTION
TOP GONG: "j N -S STA. 2 +04.08 % �h- ) EMH Z w
394.51 E -W STA. 3 +00.40 'h f RIM:395.58 m
PIN: 1855 -44 -7217 N:854496.300 / f
�'-
1-- 1 AA W / CAP(S) � E: 21581.01 r
J 41
SHA2 REB 9
THOMAS C. ALIEN 11 . .
PIN: 1855 -54 -4194 DB 797, PG 189 N•85 ,4546.138
MARY GRIFFIN TAYLOR
E: 2154992.469 / / ,ygh' r ..� REBAR W/ CAP(S) / DB 841. PG 348
�// \ \ E -W STA.3+65.40
JL_ N: 854479.689 o
U) 1 i E 2155243.862 t
A 92 �- X^-.c� J TOP CONQ \\ N, -0 - /
o \ j `\ k 395.89 C fAS _
Hef J ` \ ` TBM
­,,REBAR W/ CAPS REBAR W/ CAP(S)% v /
1 % N -S STA.1 +49.11 4+88.21
ST R----218 95�...- _N: 854431.923 ,7 f EAST -WEST
1 " AND a � \ O E :2155085.952 ( N: 854443.108 1 t % / 'BASELINE
HARDWOOD TREES F/8 �� ti s \ ELEV:395.95 \ E: 2155167.171 /
ARE THE PROMINENT
I i GROWTH IN THIS
! WOODED AREA ! y ®� cv X- A-----.
PIN - 1855 -54 -2506
-CAROLINA POWER &, /
/ } \\ LIGHT COMPANY / \
DB 464, PG 423
/ I , PG 213
CONCRETE � / °� + -� DB 720 \„_,I
N: 854375.172
x
MONUMENT(F) '
/ / + \ o mQ
E 2154838.694
NAD83(2007).
IR ,,i III i I I o
E() ! / 23g , \ I ' �. PINE TREES ARE THE i `N / 1 / l/
488.1 8'� I I e�` \ ! t ` PROMINENT GROWTH IN
0411 / / ! l %OrAZ \ t THIS WOODED AREA..
0 +00.00 j I I Il
NORTH SOUTH
BASEUNE /
GPs
REBAR W/ C (S) / �\ � t N75'1732- / I 1 / I
N:.854305.197 r \
E :2154947.414 ? t t IRON PIPE(F) \ { 1 I
ELEV:390.21 ZD r, OF ARE , , 1 OF P* /SOUTH \ 75� �0'� t (I I L.
�� g�S�N r'p yin , \ ` t t t w \ CONCRETE
<" Gy R�"�Ep y� `�. >> ' , MONUMENT(F)
tJ M GO SuR > y o N: 854251.232
E: 2155310.866
<y� V�oP OF yin �NAD83(2007)
PIN: 1855 -44- ---7217
THOMAS C. ALLEN 11
DS 797, PG 1189
1 1 2 -20 -2012
NO. I DATE
1 ?_tAH then ?1?i11 ?f]1? In*34,24.
AREA INSIDE PUBLIC ROAD R /W:
15,389 S.F.t, 0.353 AC.f
AREA OUTSIDE PUBLIC ROAD R /W:
227,532 S.F.t, 5.223 AC.t
TOTAL SITE AREA:
242,921 S.F.f, 5.576 AC.t
ADDED WETLANDS AS DELINEATED AND SURVEYED
REVISION
8
1AR Do
APPS 21 10.1
I John P. Scoville III certify that this planimetric drawing was drawn from an acutal
survey made under my supervision and was made in accordance with the
requirements of the Standards of Practice of Land Surveying in North Carolina, and
meets or exceeds the requirements for a class "A" survey as specified therein.
Witness rry hand and seal this 1 th d of January, 2012.
John P. Scoville, III L -3343
d�giaE % !r ress Ellel
ROSE
oCL SE L mss'
`-33 Progress Energy Carolinas, Inc, Raleigh, NC
scl
f�al,i €,,,��� FRANKLINTON 11 5K SUBSTATION
TOPOGRAPHIC SURVEY PROJECT NUMBER 20072350
LocATION FRANKLINTON, FRANKLIN COUNTY, NC
SCALE 1"=401 SCALE RATIO 1 :1
JPS. JPS JPS DRAWN JBH CHIC JPS APP. JPS
BY CK. App DATE 1 -18 -12 DWG. NO. , SH 1 OF 1

Aerial Site Map

ACME, Mapper 2.0 - 1.5 kin WxSW of Franklinton NC
Thales Academy
The Community
School Currently
Enrolling for 2012
www.thalesacaden�l:,.
AdChoices Q
M)VILKFU E'.
http : / /mal)per.aeme.com /13/28/2012 1:18:41 1'M I
Map I Satellite I Hybrid I Terrain I Topo I DOQ I NEXRAD
ACME Mapper 2.0 _O' Print Q Email C--:*D Link to this page
N 36.09695 W 78.47440
1.5 km WxSW of Fran linton NC, 8.0 km N of youncisyffle N
13.4 km NxNE of Wake Forest NC,
142 pocomoke rd, franklinton, nc
AU= Mum. gym ' ACME Labs

Soil Survey

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Soil Map — Franklin County, North Carolina
Map Unit Legend
Franklinton Substation
Franklin County, North Carolina (NC069)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
CeB2
Cecil clay loam, 2 to 6 percent slopes,
moderately eroded
1.5
27.2%
HeB
Helena sandy loam, 2 to 6 percent slopes
0.4
7.8%
WeC
Wedowee sandy loam, 6 to 10 percent slopes
3.5
65.0%
Totals for Area of Interest
5.5
100.0%
Natural Resources Web Soil Survey 3/28/2012
Conservation Service National Cooperative Soil Survey Page 3 of 3

Topographic Map

ACME Mapper 2.0 - 0.7 kin WRSW of Franklinton NC
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12.4 km WxNW of Franklin County NC,
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