20140012 Ver 1_401 Application_20131213

201400 12
Environmental Consultants,
8412 FaUs of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone] • Fax: [phone]
sandec.com
To: US Army Corps of Engineers
Wilmington Regulatory Field Office
Attn: Crystal Amschler
69 Darlington Ave.
Wilmington, NC 28403
From: Deborah Edwards Shirley
Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Ste. 104
Raleigh, NC 27615
Re: 1 -295 Emergency Access Road
Cumberland County, NC
December 20, 2013
S &EC Project #12104.P1
NC DWR, 401 & Buffer Permitting Unit
Attn: Karen Higgins
Archdale Building — 90 Floor
512 North Salisbury Street
Raleigh, NC 27604
I
On behalf of the applicant, James J. Autry-PWC Right -of -Way Supervisor, please find attached a complete
application and supplemental information requesting written concurrence from the U.S. Army Corps of
Engineers (USACE) and the North Carolina Division of Water Resources (NCDWR) that the activities
proposed below may proceed under Nationwide Permit 12 and Water Quality Certification 3884. Please
contact me at (919) 846 -5900 if you have any questions or require additional information.
PR0.IFCT At IMMARY
Project Name
1 -295 Emergency Access Road
Project Type
Permanent Access Road
Owner / Applicant
Public Works Commission
County
Cumberland
Nearest Town
Fayetteville
Waterbody Name
UT to Carvers Creek
Index Number
18-24
Class
WS-IV; B
IMPAr.T RI IMMARY
Stream Impact (acres):
0.02
Wetland Impact (acres):
0
Open Water Impact (acres):
0
Total Impact to Waters of the U.S. (acres)
0.02
Total Stream Impact (linear feet):
100
Attachments:
Pre - construction Notification (PCN) Application
Agent Authorization & Easement Agreement
USGS Vicinity Map
Cumberland County Soil Survey
Existing Conditions Map
Overall Site Plan
Stream Impact Exhibit
IQ�cD
DEC 2 0 2013

O�ot WA TF19
y
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
1a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1b. Specify Nationwide Permit (NWP) number. 12 or General Permit (GP) number. N/A
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
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 ® 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 in4ieu
fee program.
❑Yes
®No
1g. 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:
1 -295 Emergency Access Road
2b. County:
Cumberland
2c. Nearest municipality / town:
Fayetteville
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
WA
3. Owner Information
3a. Name(s) on Recorded Deed:
James J. Autry, Jr -PWC Right -of -Way Supervisor
3b. Deed Book and Page No.
N/A- Municipal project
3c. Responsible Party (for LLC if
applicable):
Public Works Commission of the City of Fayetteville
3d. Street address:
955 Old Wilmington Road
3e. City, state, zip:
Fayetteville, NC 28301
3f. Telephone no.:
910 -223 -4342
3g. Fax no.:
N/A
3h. Email address:
WA
Page 1 of 13
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Owner- please send correspondence to both Agent
and Applicant with final approvalsIverifications to Owner, copying Agent.
4b. Name:
James J. Autry, Jr -PWC Right -of -Way Supervisor
4c. Business name
(if applicable):
Public Works Commission of the City of Fayetteville
4d. Street address:
955 Old Wilmington Road
4e. City, state, zip:
Fayetteville, NC 28301
4f. Telephone no.:
910 - 2234342
4g. Fax no.:
N/A
4h. Email address:
N/A
5. Agent(Consultant Information (if applicable)
5a. Name:
Deborah Edwards Shirley
5b. Business name
(if applicable):
Soil & Environmental Consultants, PA
5c. Street address:
8412 Falls of Neuse Road, Suite 104
5d. City, state, zip:
Raleigh, NC 27615
5e. Telephone no.:
919 - 846 -5900
5f. Fax no.:
919 -846 -9467
5g. Email address:
DShirley @SandEC.com
Page 2 of 13

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
Parcel ID: NA- linear utility project
1b. Site coordinates (in decimal degrees):
Latitude: 35.1547 Longitude: - 78.8614
(DD.DDDDDD) (- DD.DDDDDD)
1c. Property size:
N/A
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
UT to Carvers Creek; 18 -24
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS -IV; B
2c. River basin:
Cape Fear
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: The existing conditions of the project area consist of forested land with an existing utility easement and
overhead power line. The general land use in the vicinity of the project is forested with an influx of residential.
3b. List the total estimated acreage of all existing wetlands on the property:
There were no wetlands identified within the project boundaries.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Delineation only conducted within the proposed utility easements for avoidance & minimization purposes. Approximately
264 linear feet of stream is within the project boundary.
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to provide an emergency access road for the high voltage overhead electric power
line. Currently, there is no other access to this utility line.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project consists of placing a 30" RCP within a stream for the construction of an access road for access
to the overhead power line from the 1-295 corridor. Currently, there is no other access to this utility line. Equipment
typically used for land disturbing activities and construction will be utilized.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
0 Yes ® No ❑ Unknown
project (including all prior phases) in the past.
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
Comments:
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: Soil & Environmental
Name (if known): Steven Ball
Consultants, PA Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The Corps has not visited the site to date.
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.
The project engineer checked with PWC and they confirmed that there has been no stream/wetland impacts associated
with the construction of the power line.
Page 3 of 13
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ❑ Yes ® No
6b. If yes, explain.
N/A
Page 4 of 13

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 number—
Type of jurisdiction
Permanent (P) or
Type of impact
Type of
Forested
(Corps - 404, 10
Area of impact
Temporary (T)
wetland
DWQ — non -404, other)
(acres)
if known
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
10 DWQ
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
2g. Total wetland impacts
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 number -
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
Permanent (P) or
(PER) or
(Corps - 404, 10
stream
length
Temporary (T)
intermittent
DWQ — non -404,
width
(linear
(INT)?
other)
(feet)
feet)
S1 ®P [--IT
Road Crossing
UT to Carvers
Creek
❑ PER
® INT
® Corps
❑ DWQ
��
100
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
3h. Total stream and tributary impacts
100
3i. Comments:
Page 5 of 13
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 individ ally list all open water im acts below.
4a.
4b.
4c.
4d.
4e.
Open water impact
Name of waterbody
number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑POT
02 ❑POT
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If Pond or lake construction proposed, then com lete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of
(acres)
number
pond
Flo
ode
Filled
Excavated
Flooded
Filled
Excavated
Flooded
d
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):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 13

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 for impact
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
Stream name
mitigation
(square feet)
(square feet)
Temporary T
required?
B1 ❑PEIT
[I Yes
❑ No
B2 ❑PST
❑Yes
❑ No
B3 ❑ PEI T
El Yes
❑ No
B4 [I P❑T
El Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 7 of 13

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Proposed gravel road was minimized in width to reduce total impacts. Access to easement from 1 -295 was limited
but road was designed to be as perpendicular as practical within the easement.
Furthermore, the applicant is aware of the regional conditions associated with the Nationwide Permits 12. With
respect to utility line activities (NWP 12- Regional Conditions section 4.0), most of the listed regional conditions to
not apply because this is an access road vs. underground or overhead utility line. Please note that the proposed
emergency access road has been minimized to the greatest extent practicable;
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
NCDENR method of stream crossings will be utilized such as silt fencing and seeding the site immediately after
grading activities. Disturbance will be minimal except what is needed for the stream crossing itself.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
❑ Yes ® No
Because all proposed permanent impacts are below 150
linear feet of jurisdictional stream the applicant is not
proposing compensatory mitigation in the form of a
2a. Does the project require Compensatory Mitigation for
payment to a mitigation bank. If however, after review of
impacts to Waters of the U.S. or Waters of the State?
this application the USACE or NCDWR determines
compensatory mitigation is required in the form of a
payment, the applicant will utilize a private mitigation bank
or the Ecosystem Enhancement Program (NCEEP).
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
❑ Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete N Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in4ieu 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):
0 square feet
4e. Riparian wetland mitigation requested:
0 acres
4f. Non - riparian wetland mitigation requested:
0 acres
4g. Coastal (tidal) wetland mitigation requested:
0 acres
4h. Comments:
Page 8 of 13
PCN Form — Version 1.3 December 10, 2008 Version

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)
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 in4ieu fee fund).
6h. Comments:
Page 9 of 13

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1b. if yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
Comments:
2. Stormwater Management Plan
The proposed access road will be
gravel. According to SL 2013 -413,
2a. What is the overall percent imperviousness of this project?
gravel is no longer considered
°built- upon °area. Therefore, we
interpret this as 0% impervious.
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
Typically Water Quality Certification 3884 does not require permanent stormwater treatment, there is not a conditional
requirement within this certification that requires post - construction stormwater treatment. Furthermore, the proposed road
is gravel and according to SL 2013 -413, gravel is no longer considered °built -upon" area.
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 govemmenfs 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
❑ 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
Page 10 of 13
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?
1b. 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
Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 21-1.1300), 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.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated
Wetlands Programs "document prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft
states that many private developments are unlikely to cause cumulative impacts, including projects such as urban in -fill,
most residential subdivisions and small commercial developments as well as agricultural and silviculture! operations. The
1 -295 Emergency Access Road is an access for an overhead power line. The project is located within the City of
Fayetteville ETJ, therefore the adjacent properties that have potential for development will have the following
regulations to protect downstream waters: 1) the Water Supply, Watershed Protection Program which limits
development densities as well as requires protective riparian buffers and 2) the Phase 11 NPDES Stormwater Permit
Program, this program includes permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in
addition to post- construction stormwater management requirements. We anticipate that the DWQ will advise us if
any additional information is needed.
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 11 of 13
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?
❑ 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 NC- Natural Heritage Programs Data Search was used to search for elemental occurrences of federally or state
protected species listed within the Slocomb Topographic Quadrangle map. It was determined based on the search that there
are four elemental occurrences that are listed as either Threatened or Endangered within the Slocomb Quad map. Two of the
four is listed as Federally Endangered or Threatened. See table below.
Scientific Name I Common Name LState Protection Status Federal Protection Status
Alligator misslssipplensis 'American Allligator T T (S /A)
r
Fusconala masons ; Atlantic Pigtoe �' E FSC
Lampsilis cadosa 'Yellow Lampmussel E FSC
-
Picoides borealis Red- cockaded Woodpecker i; E E
References: North Carolina Natural Heritage Program Online Map Viewer (December 20, 2013] Department of Environment and
Natural Resources, Office of Conservation, Planning, and Community Affairs, Raleigh, NC. htta:/Avww.ncnhn.org
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
FO Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Project located in Cumberland County. This project is not near any designated Essential Fish Habitat areas.
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?
Records checks at the State Historic Preservation Office or the Office of State Archeology were not performed. No
structures > 50 yrs old were observed within the proposed easements during the wetland boundary evaluation.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year fioodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements: N/A
8c. What source(s) did you use to make the fioodplain determination? NC Floodplain Mapping Information System
December
Deborah E. Shirley
20, 2013
Applicant/Agenrs Printed Name
ApplicanUAgent's Signature
(Agents signature is valid only If an authorization letter the applicant is
provided.)
Date
Page 12 of 13

Name:
Addres
Phone:
Soil & Environmii�ntal Consultants, PA
8412 Palle of Neese Road, Suite 104, Raleigh, NC 27615 • Phone (919) 846 -S90D • Fax. [phone]
aandec x m
AGENT AUTHORIZATIOMFORM
All Blanks To Be Filled In By The Current Landowner
Project Name /Description: T -1a 5 f in et t% Leer" f ?� S&EC Project #
Date: Uc- 101 ?-013
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn. C
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern
Pro C.
I, the current owner, fib, designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc, from this day forward. The_& I day of
This notification supersedes any previous correspondence concerning the agent for this project.
NO77CE This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S &EC staff. You should call S &EC
to arrange a- site meeting prior to visiting the site.
SrsMf,S J
Print r, e Owner's erne 9-10 1
r'sSi qk)
4;1 sflPrrVisor
cc: Ms. Karen Higgs cc: Ms. Deborah Edwards Shirley
NCDENR - DWR Soil & Environmental Consultants, PA
512.N. Salisbury St.
Raleigh, NC 27604

8876
0746
880881b P6014b
FILED
CUMBERLAND COUNTY NC
J. LEE WARREN, JR.
S
FILED Apr 13, 2012
AT 03.05:00 pm
BOOK 08876
START PAGE 0746
END PAGE 0748
INSTRUMENT # 13653
RECORDING $26.00
EXCISE TAX $32.00
vo
NORTH CAROLINA UTILITY EASEMENT
CUMBERLAND COUNTY (ELECTRIC)
PUBLIC WORKS COMMISSION
R�V . 3� • vv PARCEL 19 J-295 69 kV Transmission Line Relocation
PWC EASEMENT NO. /7-5'93
(Ret to: PWC)
THIS INSTRUMENT made this Z' day of 401 2012.
By: CCF Real Estate Foundation, a North Carolina Nonprofit Corporation , herein called Grantor,
To: THE CITY OF FAYETTEVILLE, a Municipal Corporation herein called Grantee, all of said State
and County,
WITNESSETH THAT
Grantor, for one dollar and other valuable consideration, hereby acknowledged as paid and received, has bargained and
sold, and by these presents does grant, bargain, sell and convey to Grantee, its successors and assigns, the perpetual
right, easement and privilege to build, construct, operate and maintain electric lines with such electric, telephone, fiber
optic, and other wires, cables, poles, attachments, and with such other pipes, connections, attachments and accessories
necessary or desirable in connection therewith, to have full ingress and egress, thereto and therefrom over adjoining
lands of Grantor, to patrol, inspect, alter, improve, repair, relocate, remove and replace any or all of such lines, wires,
cables, anchors, pedestals, cabinets, transformers, poles, pipes, drains, connections, manholes, and other attachments,
equipment and accessories within the easement area, to keep clear all trees, undergrowth and other encroachments
located within fifteen feet (unless otherwise specified below) of said lines along with the right to remove or trim all
dead, weak, leaning or danger trees that may reach or damage the lines or facilities in falling, and to have all rights and
privileges necessary or convenient for the full enjoyment or use of this easement, in, on, under, over, through and
across certain land described as follows:
NORTH CAROLINA — CUMBERLAND COUNTY — CARVERS CREEK TOWNSHIP
The following described easement lies within that certain parcel of land located
An electric utility easement lying in Carvers Creek Township, Cumberland County, North Carolina; and extending
fully and across the lands and interests of CCF Real Estate Foundation (Deed Book 7446, Page 404, Cumberland
County); said easement containing 0.76 acres; and being more particularly described as follows:
Commencing at the North Carolina Geodetic Survey (NCGS) Station 'Farms' (NC Grid Coordinates Northing =
512,948.21 feet, Easting = 2,039,237.90 feet as referenced on the 1983/2001 North American Datum); thence South
53°27'37" East (all bearings are referenced to NC Grid North) distant 2,812.10 feet (all distances are grid distances
with a combined factor = 0.99987381) to a #5 iron bar located at the intersection of the southern right -of -way margin
of the Fayetteville Outer Loop (1 -295) and the western property line of said CCF property; said iron bar being a new
boundary corner for a proposed Public Works Commission of the City of Fayetteville utility easement and the True
Point of Beginning for the following described tract;
Beginning at said iron bar, thence with said I -295 southern margin an arc to the right having a chord bearing of South
85° 18' 19" East, a chord distance of 42.83 feet, a radius of 7,496.70 feet and a length of 42.83 feet; thence leaving said
I -295 southern margin South 14 °36132" East distant 288.29, thence South 17 °49'42" West distant 17.18 feet to the
southern property line of said CCF; thence with said CCF southern property line North 69 009'07" West distant 21 1.61
feet to a 1 -1/2 inch iron pipe located at the intersection of said CCF southern property and said CCF western property
line; thence with said CCF western property line North 21024'19" East distant 240.08 feet to a #5 iron bar and the True
Point of Beginning.
Said electric utility easement being the same as shown on the attached drawing labeled 'Exhibit "A "', prepared by
Booth & Associates, Inc. Consulting Engineers; Raleigh, North Carolina; bearing a drawing date of September 15,
2011; revised December 9, 2011 and is hereby made a part of this description by reference.
For title reference, see the following in Cumberland County, N.C. Registry:
Deed Book 7446 • Page 404 ; PWC Drawing No. BE8594S 19 ; Pin No. _0541 -20 -3980 ;
1-295 69 kV Transmission Line Relocation"
DRAWN BY: PWC

8876 �j(
07 TO HAVE, TO HOLD, AND TO ENJOfsoaaid 8 nlghl pmoJ n it,111 Alege as above fully defined and described
in, on, under, over, through and across said land, and all privileges and appurtenances thereto belonging, to
Grantee, its successors and assigns, forever, and that Grantor will warrant and defend the title to the same against
the lawful claims of all person.
Wherever used herein, the singular shall include the plural, the plural the singular, and the use of any gender shall
be applicable to all genders as the context may require.
IN TESTIMONY WHEREOF, Grantor has signed and sealed this instrument,
C�CJF REAL ESTATE FOUNDATION, a Nortb Carolina Nonprofit Corporation
/,. (SEAL)
resident U ita
(SEAL)
(No Markings, to include Notary Seal are to be outside of the margin lines)
NORTH CAROLINA — COUNTY
I, 1aa a Notary Public of County and said State, do hereby
certify that personally appeared before me this day and
acknowledged that he or she i resident of CCF Real Estate Foundation, a North Carolina Nonprofit
Corporation, and that he or she resddep being authorized to do so, executed the foregoing on behalf of the
corporation. Cu
Witness my hand and official seal this the day of , 2011,
I�
Official Signature of
My commission expires: 'a01 y
(SEAL}
(N.R SEAL)
NORTH CAROLINA — COUNTY
I, a Notary Public of County and said State, do hereby
certify that , appeared before me this day and acknowledged
that he and/or she voluntarily signed the foregoing document for the purpose stated therein and in the capacity
indicated.
Witness my hand and official seal this the day of , 20
Official Signature of Notary
My commission expires:
(SEAL)

-)o
co
/ 1
'°•o ry� sa NC GRID - NAD 83 !1'4*0 ' CL-
M/F f��
0 AM C 1),
�Q 541 ��q Ip.�fR
sa ae Sq lfR
N
NC
[� d
SP Nej2 v
SITE PROPERTY ovERLAP�
NOW OR FORMERLY
PANSY MAE STROTHER SUREES
0541 -10 -5875
45
NOW OR FORMERLY
D.B. 2646, PG. 395
AXLE F� � \
CLYDE A. CULBRETH k
O(IE$$ip y
ITSELF. OR TO THE BOUNDARIES SHOWN. USERS OF THIS PLAT
SHOULD OBTAIN AN ACCURATE LEGAL MINIM AS TO OEMEASHIP
WIFE, MAYBELLE CULBRETH
VICINITY MAP
OF THE BOUNDARIES SHOMN ON 1104 PUNT.
1.51 IRON 0541 -11 -2189
• r L -4810 N1 •L.•
PROPERTY
PIPE FOUND D.B. 3195. PG. 198
N.T.S.
GAP
CCF REAL ESTATE FOUNDATIDN ---'
%i`'p.�8U�.Q -`.�
g
h �7
ADDITIONAL REFERENCES:
AND SHOULD NOT BE USED FOR BOUNDARY RETRIICEIEIT.
*fa
NOW FORMERLY
f�
I
+%
9AR FOUND
PRDPOSED UTILITY I FOUND W
EASEMENT 09MA - 0.76 AO.
/
..�..
D.B. 2646, PG. 395
AXLE F� � \
�� - -- PROPOSED ELECTRIC UTILITY EASEMENT
O(IE$$ip y
ITSELF. OR TO THE BOUNDARIES SHOWN. USERS OF THIS PLAT
SHOULD OBTAIN AN ACCURATE LEGAL MINIM AS TO OEMEASHIP
Rr,�
VICINITY MAP
OF THE BOUNDARIES SHOMN ON 1104 PUNT.
B'T•.942• " -,',°
• r L -4810 N1 •L.•
PROPERTY
NOW OR FORMERLY
N.T.S.
GAP
CCF REAL ESTATE FOUNDATIDN ---'
%i`'p.�8U�.Q -`.�
B. TIME INTENT OF THIS 119AM7HQ IS TO ASSIST M CONVET616 AN
ELECTRIC UTLNTY EASMENT ACROSS THE D O,CA70 PROPERTY
- - HIGHWAY RIGHT -OF -WAY
ADDITIONAL REFERENCES:
AND SHOULD NOT BE USED FOR BOUNDARY RETRIICEIEIT.
04
D.857446 PG. 4
OR
NOW FORMERLY
12/09/11 - RECONFIGURED EASEMENT AREA C tell In
NCOOT PROJECT REFERENCE OX- 0002DA.
CCF REAL ESTATE FOUNDATION
R/W SHEET 7
0541 -10 -9233
D.B. 6753. PG. 767 v
I CERTIY THAT THIS MAP WAS DRAWN UNDER
45 - MARY FRANKS CATES
0
Mr SUPERVISION FROM AN ACTUAL SURVEY
0541 -11 -2071; D.B. 4393. PG. 263
,
MADE UNDER Mr SrP II149 ; THAT ANY
S HINFORMATION
P.B. 54. PG. 66
MN TIM REFERENCES
ORA
SHOYM: THAT THE RATIO OF PRECISION 19 1:61.000 ►:
AND THAT THIS MAP MEETS THE REQUIREMENTS OF
NOTES
LEGEND
PRACTICE FOR
a
NORTH CMOUXA ((M N�CAC 56.161101
1. All DISTANCES NC 00 ULM CTHERINSE NO=
0 CAC. POOR. NOT MONLIYENTED
SURVEYED JUNE. 2011
2. THIS PROPERTY IS SUB.IECT TO ANY AND ALL EASEMENTS.
OOVDIANIS, RESIIOCTION& RN W -OF -WAYS Or RECORD.
® IRON MONUMENT FOUND
\\IIIIIf / ///
OOVERGIEMTAL OROINANCES AND/OR REOUIREIIENTS WHIpI
MAY EroTT AND UNIT THE USE OF THIS PROPERTY
..�..
\ %/
� �M CARO�' "''
3. INS SURVEY DOES NOT CERTIFY LEWL TITLE TO THE LAND
�� - -- PROPOSED ELECTRIC UTILITY EASEMENT
O(IE$$ip y
ITSELF. OR TO THE BOUNDARIES SHOWN. USERS OF THIS PLAT
SHOULD OBTAIN AN ACCURATE LEGAL MINIM AS TO OEMEASHIP
�_ PROPERTY lD1E
•9 i
• Q SEAL �• �\
OF THE BOUNDARIES SHOMN ON 1104 PUNT.
• r L -4810 N1 •L.•
w ALL AREAS COMPUTED BY COORDINATE COMPUTATION METHOD.
PROPERTY LINE NOT SURVEYED
NICIIWAr GUARD RNL
S COMBINED FACTOR . 599887381
—O - -O
%i`'p.�8U�.Q -`.�
B. TIME INTENT OF THIS 119AM7HQ IS TO ASSIST M CONVET616 AN
ELECTRIC UTLNTY EASMENT ACROSS THE D O,CA70 PROPERTY
- - HIGHWAY RIGHT -OF -WAY
AND SHOULD NOT BE USED FOR BOUNDARY RETRIICEIEIT.
PLAT REVISIONS:
7. ALL FIELD SURVEYS FROM A VEWIED CLOSED TRAVERSE.
12/09/11 - RECONFIGURED EASEMENT AREA C tell In
L%C.
I
I
r�
1
I
~o °
�o
d`N
O
O °
J I
°
O � h
14 ' cv
�1
°
SCALE
I
I
1
1
f
I
I
1
11
T
I
I
I
1
I
I
100 50 0 100 200
EXHIBIT "A" BE8594S19
PUBLIC WORKS COMMISSION
FAYETTEVILL.E. NORTH CAROLINA
PROPOSED ELECTRIC UTUJTY EASEMENT ACROSS
CCF REAL ESTATE FOUNDATION
CARVERS CREEK 7011IiSHIP. CUMBERLAND COUNTY. NORTH CAROLINA
OVA' NEC I SCALE. 1• - IOW
DRAVNNG DATE: 09/15/11 1 PLAT DATE 12/
FILE NAME: 125- 7172P- CCF - 0541 -20 -3980

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it
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53
Project Area
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1712
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i
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NC. ?gs
J_
Project No. USGS Topographic Map 0 1,000 2,000 4,000
12104.W1
Feet
Project Mgr.: PWC 1 -295 Easement
SIB
Cumberland Co., NC • Soil & Environmental Consultants, PA
Scale: 11010 Raven Ridge Rd.- Raleigh, NC 27614
1" = 1,000' (919) 846 -5900 • (919) 846 -9467
Web Page: www.SandEC.com
06124/2013 Slocomb USGS Quadrangle

�ygsFO n` _ _ icy n vv�RFRcy�sF 117 oR
LEGEND:
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
DI - DROP INLET
— ADJACENT PROPERTY LINE
RIGHT -OF -WAY
sD STORM DRAINAGE
OVERHEAD UILITY
— — — — CREEK
- - STREAM
X FENCE LINE
TREE LINE
X 206.47' SPOT ELEVATION
BENCHMARK
PIP UTILITY POLE
C• GUY WIRE
® DROP INLET
TREE
ASPHALT
CONCRETE
PIN Bpi 0541 -11 -2189
0541 -20 -3980
ZONIl R15
30' PONT
10' S'DE
35' REAR
REFERENCES:
DB 3195, PG 198
DB 4393, PG 263
DB 6727, PG 688
DB 7446, PG 404
DB 8796, PG 768
DB 8876, PG 746
PB 54, PG 66
NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
2. COMBINED SCALE FACTOR: 0.99987401
LOCALIZATION POINT N: 511,349.156 E: 2,041,597.395
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY
VIRTUAL REFERENCE SYSTEM.
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC
SURVEY VIRTUAL REFERENCE SYSTEM.
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON.
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN.
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
8. THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE
ACCORDING TO MAP# 3720054100) OF THE FLOOD INSURANCE
RATE, DATED JANUARY 5, 2007.
9. PARCEL LINES ARE SHOWN FROM CUMBERLAND COUNTY GIS.
NO BOUNDARY SURVEY WAS PERFORMED AT THE TIME OF
SURVEY.
1 -295
R/W VARIES (PUBLIC)
100
105
110
8 --- 12"
PINE PINE
_x 113.43
pp
N/F
UTILITY EASEMENT / N/F
CITY OF FAYETTEVILLE
DB 8796, PG 768 UTILITY EASEMENT
/ CITY OF FAYETTEVILLE
DB 8876, PG 746
1)c
N/F
CLYDE A. CULBRETH & WIFE,
MAYBELLE CULBRETH
DB 3195, PG 198
PIN: 0541 -11 -2189
ZONING: R15
f 105 -�
j
�p0
i
/ 95
J
0
i, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN
EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT I, SE3.N R. SEEVER, CERTIFY THAT THIS CLASS "C"
CREAT ET TOP0'3RAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY �� 3 \
FINAL DRAWINU PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT
MEE 1:_ OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE N/F
NOT RELEASED FOR CONSTRUCTION CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND MARY FRANKS CATES
c97AI MIR =MEN DB 4393, PG 263 ,
0
o"'
11§1
00
0
109
INV: 97.65
8"
DOGWOOD 8.,
HW
® O
X 18
HW
N/F
UTILITY ACCESS EASEMENT
UBLIC 9320, COMMISSION 1
,-o
o
PP
N
t
N/F
CCF REAL ESTATE FOUNDATION
DB 7446, PG 404
PIN: 0541 -20 -3980
ZONING: R15
GRAPHIC SCALE
20 0 10 20 40
\
\
\
( IN FEET )
1 inch = 20 ft.
80
409 Chicago Drive - `5uite 112
FayetteviLLe, North Carolina 28306
Phone. [phone]
Fax [phone]T7
License Number: C-2554
4p 51TL
,50LUTION.5, i s
FNCMEEZINC 5uRV6YNG A(;P--, AC0N5TP_UCP0N LAYOUT h
REVISIONS
O
F-
U
Z)
fr
z
O
U
O
U_
Q
W
W
F-
1
EXISTING
955 Old Wilmington Road
Fayetteville, North Carolina 28301
Phone: [phone]
PROJECT INFORMATION
SURVEYED BY:
BOBBY
DRAWN BY:
DALE
CHECKED BY:
SEAN
PROJECT NUMBER:
832
DRAWING SCALE
HORIZONTAL:1 " =20'
DATE SURVEYED
JUNE 24, 2013
SHEET NUMBER
umi 9 U

a
0
N
N
0
0
z
z
0
U
z
0
W
0
x
w
0
z
a
0
z
C)
0
tV
U
cqN s/1"FC <tiGya I -295
y o MR R R/W VARIES (PUBLIC)
SE OR G� Z OR 9SF
= O
cQ p SITE MOTES - -
a ST MA i -;_L ELEVATIONS SHOWN ARE IN REFERENCE TO THE BENCHMARK AND MUST BE
'S - - -�
RTIIy VERIFIED BY THE GENERAL CONTRACTOR.
401 pL 2 _FISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE EVIDENCE COULD BE - -
DALE LN I -295 z°
vCUND TO VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF THE
M$ERWICKE pR �y STE, THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO -_!_. � -- - -- __ _- - TBM: 4D NAIL #1 -
y� `VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCURRED ----- 1, --.- - --- _,._ N: 511,349.156
d _C EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE _ - -_ E: 2,041,597.395
p L=,ENERAL CONTRACTOR'S EXPENSE. 100 L ELEV. 103.170
3. GRAVEL TYPE SHALL BE PER THE DETAILS. NC GRID NAD 83
4. =_L DIMENSIONS ARE TO THE EDGE OF GRAVEL UNLESS OTHERWISE NOTED. _ -- - ~` (NSRS 2011)
o A �+��� 55 .L RADII ARE 5' UNLESS OTHERWISE NOTED. -- -- _ - `---_ `- - NAVD 88
k1T�V1AT a7 _L WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH , ..........
/
AND LOCAL LAWS AND REGULATIONS.
o 7 \_L SITE IMPROVEMENTS SHALL BE INSTALLED PER CITY OF FAYETTEVILLE AND
2` g, . DATE REGULATIONS. 10 - - -`
- _ _ Y` l
CARVER l _
1713
FALLS RD 3 7 °° - 105 ;
�--- ! - - - - -- °ENE r� ��
/ - 110 - - -- - - -- -- - _- _ - - - - -
- ---- - - - _ _ -- 110
'VICINITY
NOT TO SCALE
LEGEND:
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
RCP - REINFORCED CONCRETE PIPE
DI - DROP INLET
- - ADJACENT PROPERTY LINE
RIGHT -OF -WAY
sD STORM DRAINAGE
OVERHEAD UILITY
- - - - CREEK
- - STREAM
X FENCE LINE
/``/ ";' , ' TREE LINE
X 20&O SPOT ELEVATION
BENCHMARK
PP ® UTILITY POLE
C• GUY WIRE
® DROP INLET
TREE
0 ASPHALT
CONCRETE
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE
CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE AND TEMPORARY SILT FEN-^E WHERE
SPECIFIED.
Know what's below.
Call b, 1 ,M you g
N/F
CLYDE A. CULBRETH & WIFE,
MAYBELLE CULBRETH
DB 3195, PG 198
PIN: 0541 -11 -2189
ZONING: R15
/ A r�
r
/ �r /, r INV: 9. '.65
113 �i�j��,i1�1r`�\i
Sb
1C, 'Xcl ✓ / _l fJ /�G � M1. � I I
/ tr X/� // t
NO �M
NF
- N/F UTILITY ACCESS EASEMENT
UTILITY EASEMENT f f /
`1 CITY OF FAYETTEVILLE / ,_ N/F t :'J� / f' J PUBLIC WORKS COMMISSION
, PG 768 UTILITY EASEMENT 107 , DB e9320, PG 773
DB 8796
CITY OF FAYETTEVILLEr '�� / J '/
Rj
/ DB 8876 PG 746f f/
f f X.
,
, %% /
/ /
i,;
D-1 frtJA © ��, FES -1
^° INV :93.34
Nll
i
�r Xi,//
-
/
EROSION CONTROL NOTES
1. ALL INLET /OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND
FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE
INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY HAS BEEN
APPROXIMATELY 50% FILLED. GRAVEL 'MLL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE REMOVED
FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5' DEEP AT THE
FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A
PROPER BARRIER.
2. TEMPORARY EROSION CONTROL FACILITIES AND /OR PERMANENT FACILITIES
INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL
BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR
3. CLEAR AND GRUB THE SITE AS NEEDED. f / / t i " /'i M f? / r i i AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION.
4. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREA;' REMAIN ,` 3. TEMPORARY &PERMANENT EROSION CONTROL MEASURES SHALL BE
GRASSED. - �f _ _ _, 1 1 roc C ",' f' CONSTRUCTED PER THE DETAILS HEREIN',, OR SHALL BE CONSTRUCTED IN
5. INSTALL EROSION CONTROL MATTING. i ,\ = / ` �' ; ✓' `J `�; r' � :
ACCORDANCE NO AROLih'A EROSION AND SEDIMENT CONTROL
/ A WITH THE NORTH C
6. INSTALL UTILITIES. �; PLANNING AND DESIGN MANUAL.
�� �1r „�< u� j'
7. INSTALL INLET/OUTLET PROTECTION ON ALL NEW STORM WATER INLE:,S. / // ; `or' UL i l' ; 4. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO
8. PERFORM FINE GRADING. %\ - -- / •r ;1 ,- f l C� `, " { ,/ PUBLIC AND PRIVATE PAVEMENT AREA;`, REMOVAL SHALL BE ON A DAILY BASIS
9. INSTALL AND PREPARE BASE COURSE. GROUND STABILIZATION CHART ' "�
` ' �: urn �il j Il,.�` WHEN TRACKING OCCURS.
9. GRAVEL ROADWAY. i r� �/ /f� / j `�
11. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
12. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE
DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSICIII CONTROL
MANUAL.
"ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
CITY OF FAYETTEVILLE STANDARDS AND SPECIFICATIONS."
GRADING NOTES
1. ALL SPOT ELEVATIONS ARE TO THE EDGE OF PAVEMENT, UNLESS OT'4eERWISE
NOTED.
2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING
ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND
SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN
ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING T E SITE ON
NEIGHBORING ROADS.
3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS;
NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GJUND HAS
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
11ME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
832
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
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
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
v f 5. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY -FIVE (25) FEET FROM ANY
PUBLIC OR PRIVATE ROADWAY OR DRA <vAGE CHANNEL. IF REMAINING FOR MORE
/ " THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS,
OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT
BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED
SURFACES MUST BE NO LESS THAN FiEE FEET FROM THE DRAINAGE /GUTTER
/ 1 j
FES -2 / f, .. � _ LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS.
/ //' '� �/ //, / �NV:90f24 % fi + � f � N/F 6. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE
y�,� ,f ir`;�� CCF REAL ESTATE FOUNDATION UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
c> \o$ SrJ M j / DB 7446, PG 404 TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND
REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES
MD- �'� f � PIN: 0541 -20 -3980 IMMEDIATELY.
i/ / ZONING: R15 7. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE
,/ BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE
/�® i /'/ % i fr /j r i ` / \ -� (✓, / / BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST
EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. USE
SEEDING AND MULCHING, EROSION CONTROL MATTING, AND /OR SODDING AND
j / J r �•,r ;� STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES. USE
EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED.
8. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE
PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT
VEGETATION APPROVE THE S BEEN ESTA
ORBLI REMOVAL. RECOMMENDED THAT NCDENR
j / / /'r / J% t° jj �`/ j• 9. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE
INITIATION OF CONSTRUCTION ACTIVITY.
i /';' 10. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE
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BEEN COMPLETED / �;�i ,`\oo OVER ALL OTHER CONSTRUCTION ACT114TIES.
4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER , /l ! it / 11. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND
TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURIP,•; GRADING PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT.
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND // /i 12. ALL EROSION AND SEDIMENT CONTROL RACTICES WILL BE CHECKED FOR
UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NO` ON THE / 1 -__. 1 \ �. / f STABILITY AND OPERATION FOLLOWING _VERY RUNOFF - PRODUCING RAINFALL BUT
PLAN / , IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
RESPONSIBILITY TO VERIFY THE LOCATION OF / / f/ 1 0' ` t MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
5. IT SHALL BE THE CONTRACTOR'S
\ / 13. PURSUANT TO G.S. 113A- 57(2), THE ANGLE FOR GRADED SLOPES AND FILLS
ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT
DAMAGE / / / I' SHALL BE NO GREATER THAN THE ANC -'_E THAT CAN BE RETAINED BY
SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR AL.z / /I' \ M - ��� VEGETATIVE COVER OR OTHER ADEQUA E EROSION CONTROL DEVICES OR
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION.
/ r `i ' ' STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14
6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER
GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABIL., -Y / / / / \ \ / CALENDAR DAYS OF COMPLETION OF A'IY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES
PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. \ /
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S.
7. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED WITH ` l % ,/ � � Ij , 113A- 57(3), PROVISIONS FOR PERMANEiIIT GROUND COVER SUFFICIENT TO RETAIN
3:1 SLOPES AND SURROUNDED BY SILT FENCE. EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14
8. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS .SHALL BE WORKING DAYS OR 90 CALENDAR DAYS. (WHICHEVER IS SHORTER) FOLLOWING
ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. COMPLETION OF CONSTRUCTION DEVELC?MENT.
9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIE,i IN A / 14. CONTRACTOR IS RESPONSIBLE FOR INS - ALLING ALL EROSION CONTROL MEASURES
CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINP 3E UNTIL / f� �` \ - ; �� SHOWN AND ANY ADDITIONAL MEASURE'S REQUIRED TO CONTROL THE SEDIMENT
FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR '. i �/ DURING THE COURSE OF CONSTRUCTIONr.
SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL
�� \ `}` 1J 15. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
�__� �/� I �: i I I� MULCHED ACCORDING TO THE DETAILS HEREIN.
DRAINAGE PATTERNS.
10. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE RE. ORTED TO i !� \ 16. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS
THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHAP% E. 3 ? o ' ( f / !� MARK TUNSTALL. CONTACT 910 - 223 -502.
409 Chicago Drive - 5uite 112
Fayetteville, North Carolina 28306
Phone: (910) Fax (910),d26-5777 \1� \\
Ucense Number.. C-2354
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REVISIONS
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PROJECT NAME
m295
ACCESS ROAD
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A
CLIENT
PWC OF
E4 `_7FLFYBJF
955 Old Wilmington Road
Fayetteville, North Carolina 28301
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
832
DRAWING SCALE
HORIZONTAL:1 " =20'
DATE RELEASED
NOVEMBER 13, 2013
SHEET NUMBER
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