20171623 Ver 1_401 Application_20171215

! Dewberry
December 14, 2017
Ms. Karen Higgins
401 and Buffer Permitting Unit
NC Division of Water Resources
512 North Salisbury Street
Raleigh, North Carolina 27604
Dewberry Engineers Inc. 919.881.9939
2610 Wycliff Road, Suite 410 919.881.9923 fax
Raleigh, NC 27607 www.dewberry.com
Reference: Fayetteville Public Works Commission
Bingham Drive Aerial Water and Sewer Main Creek Crossing Replacements
WQC #4o86 Application
Cumberland County
Dewberry Project No. 50091594
Dear Ms. Higgins:
2 0 1 7 1 6 2 3
Enclosed are four copies of a Pre -Construction Notification (PCN) Permit Application Package for the
above referenced project and the $24o application Fee. For your review we have enclosed four copies of
the
PCN Application Form
USGS Quadrangle Map and Soil Map
Vicinity Map, Existing Conditions & Site Plan with Impacts
Project Description (B.3)
In September 2016, flooding from Hurricane Matthew caused the culvert carrying Bingham Drive over
Beaver Creek Tributary A to fail. The floodwaters breached the culvert embankment and severed the water
main that crossed the creek in the embankment. An aerial sewer crossing just downstream of the road
crossing became more exposed by the scouring of the channel bed. The sewer pipe is temporarily
supported by straps. North Carolina Department of Transportation (NCDOT) replaced the failed culvert
with a bridge. This project plans to restore the 24 -inch diameter water main across Tributary A by means
of an aerial crossing and stabilize the gravity sewer by encasing a new 8 -inch restrained joint ductile iron
sewer pipe in a 16 -inch welded steel pipe.
Jurisdictional Impacts
No wetlands will be temporarily impacted or permanently impacted as a part of this project. NCDOT
completed the wetland delineation for this project.
Approximately 110 linear feet of stream will be temporarily impacted due to the temporary dewatering for
utility installation and 10 linear feet of stream will be permanently impacted when it is stabilized at the
gravity sewer crossing.
Section 404 Permit: We anticipate that the sanitary sewer rehabilitation and repairs will be authorized
under Section 404 Nationwide Permit 12.
Section 401 Certification: We anticipate Water Quality Certification #4086 will apply to this project. We
request written concurrence from the North Carolina Department of Environmental Quality, Division of
Water Resources.
Please contact me with any questions regarding this permit application at 984-232-6795 or
[e-mail]
Pagel of 2

Ms. Karen Higgins
Bingham Drive Aerial Water and Sewer Main Creek Crossing Replacements
December 14, 2017
Sincerely,
Dewberry Engineers Inc.
Elizabeth B. Steffens, P.E.
Project Engineer
Enclosures
CC: Emily Greer, U.S. Army Corps of Engineers; Mr. James Michel, Fayetteville Public Works
Commission
P:\50091594\Adm\Permits
It Dewberry,

Dewberry
401/404 Permitting
(PCN) Submittal
Bingham Drive Aerial Water and Sewer Crossing
Replacements
Fayetteville Public Works Commission
Dewberry Project Number: 50091594
December 14, 2017
SUBMITTED BY
Dewberry Engineers Inc.
2610 Wycliff Road
Suite 410
Raleigh NC 27607
919.881.9939
NC License No.: F-0929
SUBMITTED TO:
NC Division of Water
Resources- W B S C P Unit
512 North Salisbury Street -
911 Floor
Raleigh, NC

TABLE OF CONTENTS
Section A 401 & Buffer Permitting PCN Submittal Checklist
Section B Pre -Construction Notification (PCN) Form
Section C USGS and Soils Maps
Section D Vicinity Map, Existing Conditions Plan, Site Plan with Impacts

SECTION A - 401 & BUFFER PERMITTING PCN SUBMITTAL
CHECKLIST

Version 1.4
January 9, 2009
401 & Buffer Permitting PCN Submittal Checklist
® The application fee (Checks may be made out to "N.C. Division of Water Resources"
$240.00 for 401 Water Quality Certification with minor impacts
$570.00 for 401 Water Quality Certification with major impacts
Express Review Fee (Amount requested on Acceptance Letter)
® Four (4) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 4 copies of the full size plans you may provide two
copies of full size plans along with two copies of 11 X 17 plans)
NA Stormwater Management Plan (if applicable — see PCN Form Help File Section E)
1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMP(s) sized for both on-site and
off-site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(http://portal.ncdenr.org/web/Ir/bmp-manual) along with all required items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional details of all
BMPs and associated components — inlet and outlet structures,
forebay, respective zones and pertinent elevations.
NA If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form:
1) Three (3) copies of the details for on-site diffuse flow provisions, (refer to
http://portal.ncdenr.org/web/Ir/bmp-manual).
NA DWR Stream Determination Forms for streams on property and DWR determination
letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
® The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries on the topographic map.
® The most recent version of the bound and published County NRCS Soil Survey Map -
(required for projects within the Neuse River Basin, Tar -Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation obscures
any of the features, it is recommended that a clean copy be provided. Copies of the

Version 1.4
January 9, 2009
current soil survey and/or soil survey map sheets can be obtained from the local NRCS
County Office (http://www.nc.nres.usda.gov/). GIS soil layers are not acceptable.
® Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers.
® The Site Plan - The most critical map to be provided is the site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed.
® Pre-construction/Pre-existing conditions - This sheet (or sheets) must include:
• All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing roads, culverts, and other pertinent features
• North arrow and the scale (1":50' scale is recommended).
® Proposed conditions - This sheet (or sheets) must include:
• All jurisdictional and non -jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to jurisdictional and non-iurisdictional wetlands,
streams, water features, and State regulated buffers. Building envelopes must be
provided when streams, wetlands, riparian buffers, or water features exist on a lot
• All built -out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas — these should correspond with the Impact numbers listed on your PCN
form.
NA Drainage Plans - Final drainage plans must include the following:
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non-erosive velocity, generally less than 2 ft/sec during the peak
flow from the 10 -yr storm)
• Scaled stormwater BMPs must also be indicated as required by DWR rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
® Proposed Impacts - All impacts to jurisdictional and non -jurisdictional wetland, stream,
water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non -jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts <_ 48
inches, and 1 -foot for culverts > 48 inches).

Version 1.4
January 9, 2009
Wetland Impacts: NA
❑ Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
❑ All subsurface utility lines must indicate the location of anti -seep collars.
Construction detail for anti -seep collars must be provided.
❑ Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
❑ Plans should show that the hydrology of remaining wetlands on the site will be
maintained.
Stream Impacts:
® Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be surveyed or located by GPS for the portion of
the stream to be impacted.
❑ The inlet and the outlet of all culverts should be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact map(s).
❑ For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Highways — Guidelines for Drainage Studies and
Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999.
❑ Multiple culverts or sectioned box culverts typically require the use of sills, off-
setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood -prone area.
❑ Impacts associated with dam construction must indicate and enumerate all fill
associated with the dam footprint, spillway and any bank stream bank
stabilization. The length of stream impounded must also be indicated and
enumerated.

SECTION B - PRE -CONSTRUCTION NOTIFICATION (PCN) FORM

ot V4 A rff ,
0lqiii�<
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a. Type(s) of approval sought from the Corps:
Q Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
Q 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes Q No
For the record only for Corps Permit:
❑ Yes Q 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 ❑X No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑ Yes Q No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes Q No
2.
Project Information
2a. Name of project:
Bingham Drive Aerial Water and Sewer Main Creek Crossing Replacements
2b.
County:
Cumberland
2c.
Nearest municipality / town:
Fayetteville
2d. Subdivision name:
NA
2e.
NCDOT only, T.I.P. or state project no:
NA
3.
Owner Information
3a.
Name(s) on Recorded Deed:
3b.
Deed Book and Page No.
3c.
Responsible Party (for LLC if
applicable):
Fayetteville Public Works Commission
3d.
Street address:
955 Old Wilmington Road
3e.
City, state, zip:
Fayetteville, NC 28301
3f.
Telephone no.:
910-223-4785
3g.
Fax no.:
NA
3h.
Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

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:
Elizabeth Steffens, PE
5b. Business name
(if applicable):
Dewberry Engineers Inc.
5c. Street address:
2610 Wycliff Road, Suite 410
5d. City, state, zip:
Raleigh, NC
5e. Telephone no.:
27607
5f. Fax no.:
919-424-3749
5g. Email address:
984-232-6795

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
040647-5773; 0406-56-1745
1 b. Site coordinates (in decimal degrees):
Latitude: 35.035764 Longitude: 78.986144
1c. Property size:
0.88 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Tributary A to Beaver Creek (Beaver Creek Pond)
2b. Water Quality Classification of nearest receiving water:
C
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:
Water main is being reinstalled within existing NCDOT right-of-way. Sewer main is being replaced within existing sanitary sewer easement. The water
and sewer main were damaged due to the washout of SR 1141 (Bingham Drive) during Hurricane Matthew. The area is residential.
3b. List the total estimated acreage of all existing wetlands on the property:
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 140
3d. Explain the purpose of the proposed project:
Replace approximately 260 LF of 24" water main and 145 LF of 8" sewer main damaged during Hurricane Matthew.
3e. Describe the overall project in detail, including the type of equipment to be used:
See cover letter for project detail.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑ Yes ❑ No © Unknown
Comments: NCDOT provided wetland file
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): I
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑ No Q Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes Q No
6b. If yes, explain.

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands © Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Tem ora T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one
Choose one
Yes/No
-
W2 -
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
Yes/No
-
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
-
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.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 T
Dewatering
Trib A to Beaver Creek
PER
Corps
22
110
S2 P
Stabilization
Trib A to Beaver Creek
PER
Corps
22
10
S3
Choose one
-
-
S4 -
Choose one
-
S5
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
120
3i. Comments:
Temporary Impact: Temporary bypass pump stream during water and sewer installation. Permanent Impact: Stabilizing stream bed at sewer crossing.

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 indivi ually 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 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
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
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Tem ora T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 -
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments:

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Construction limits were kept outside of the wetlands and the utilities are being replaced in their existing locations.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
A pump around or coffer dam will be used during construction to ensure all work occurs in the dry. Contractor will minimize impacts to the area by
confining the work area to the minimal extents possible and using erosion and sediment control measures.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes Q No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑Payment to in-lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
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.

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 Q 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:

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes © No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
No
increase in impervious area.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
N/A
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
USMP
apply (check all that apply):
HWater 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 0 No

t
F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1a.
Does the project involve an expenditure of public (federal/state/local) funds or the
© Yes
❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑X 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 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

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?
5c. If yes, indicate the USFWS Field Office you have contacted.
'
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
https://gis 13.services.ncdot.gov/esm/
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
htips:/tgisl3.serv'ices.ncdot.gov/esm/
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 ❑X 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?
https:/lg i s 13.services.ncdot.gov/esm/
8. Flood Zone Designation (Corps Requirement)
-T
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
Application has been made for a floodplain development permit from the City of Fayetteville. The project has been certified to not cause a rise as part
of the floodplain development permit application.
8c. What source(s) did you use to make the floodplain determination?
FIRM MAP 3720040600J Effective 1/5/2007
JOSE_ Plf � G �,�ss
Applicant/Agenfs Printed Name
Applicant/Agenfs Signature
(Agent's signature is valid only if an authorization
Date
letter from the applicant isprovided.)
Page 10 of 10

SECTION C - USGS AND SOILS MAPS

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;i� APPROXIMATE SITE LOCATION: USGS QUAD MAP
•2;r Dewberry 35°N 02'08.8" GINGHAM DRIVE AERIAL WATER AND SEWER MAIN
78°W 59' 10.1" CREEK CROSSING REPLACEMENTS
FAYETTEVILLE, CUMBERLAND COUNTY, NC

35o Y 11"N
35" 2'3"N
3 Soil Map—Cumberland County, North Carolina 3
f,
K
683520 683580 683600 683690 683680 683720 663760
3
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Map Scale: 1:1,860 if printed on A landscape (11" x 8.5") sheet.
Meters
N- - -
0 25 SD 100 150
-- Feet
0 50 100 200 300
Map projection: Web Mercabor Comer coordinates: WGS84 Edge tis: UTM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
RM Conservation Service National Cooperative Soil Survey
35o 2' Il" N
35o 2' 3" N
663600 683890 663860 683920
3
A
10/27/2017
Page 1 of 3

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
®
Soil Map Unit Points
Special
Point Features
V
Blowout
Borrow Pit
Clay Spot
Closed Depression
r
Gravel Pit
„
Gravelly Spot
ry
Landfill
t,
Lava Flow
Marsh or swamp
jk
Mine or Quarry
Q
Miscellaneous Water
0
Perennial Water
V
Rock Outcrop
+
Saline Spot
Sandy Spot
=
Severely Eroded Spot
Sinkhole
Slide or Slip
0o
Sodic Spot
Soil Map—Cumberland County, North Carolina
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
.. Special Line Features
Water Features
Streams and Canals
Transportation
i F Rails
,..,� Interstate Highways
US Routes
Major Roads
Local Roads
Background
M Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Cumberland County, North Carolina
Survey Area Data: Version 17, Sep 19, 2016
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Aug 13, 2014—Feb
4, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 10/27/2017
=T Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Cumberland County, North Carolina
Map Unit Legend
USDA
iiiIIIIIIIN
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
BaD
VaD
Blaney loamy sand, 8 to 15
percent slopes
10.1
0.7
82.6%
Vaucluse loamy sand, 8 to 15
percent slopes
5.9%
WgB
Wagram-Urban land complex,
0 to 8 percent slopes
1.4
11.5%
Totals for Area of Interest
12.2
100.0%
USDA
iiiIIIIIIIN

SECTION D - VICINITY MAP, EXISTING CONDITIONS PLAN, SITE
PLAN WITH IMPACTS

A
(A) I�TgRAL SEPARATION OF SEWERS AND WATER MAINS
WATER MAINS SHALL BE UID AT LEAST 10' LATERALLY FROM EXISTING OR PROPOSED
SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10 FOOT LATERAL
SEPARATION, IN WHICH CASE:
(1) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE
BOTTOM OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER, OR
(2) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER
MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE
ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP
OF THE SEWER.
(B) CROSSING A WATER MAIN OVER A SEWER
WHENEVER R 5 NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE WATER
MAIN SHALL BE WD AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS
18" ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT
AN 18" VERTICAL SEPARATION, IN WHICH CASE BOTH THE WATER MAIN AND SEWER SHALL
BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO
WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON EACH SIDE OF THE POINT OF
CROSSING.
(C) ROSSIN A WAT R aIN ND R A R
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER, BOTH THE
WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH
JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH
SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE
CENTERED AT THE POINT OF CROSSING.
GENERAL NOTES
1. THE CONTRACTOR SHALL NOTIFY CUMBERLAND
OTHER ACCESS LOCATIONS REQUIRED SHALL BE
COUNTY, NCDOT, AND NCDEMLR LAND QUALITY
SECURED BY THE CONTRACTOR AT NO
SECTION BEFORE THE BEGINNING OF
ADDITIONAL EXPENSE TO THE OWNER.
CONSTRUCTION.
SUPPLEMENTAL EROSION CONTROL MEASURES
ROCK PIPE INLET PROTECTION
SHALL BE REQUIRED TO INCLUDE CONSTRUCTION
2. CONSTRUCTION AND MATERIAL SPECIFICATIONS
ENTRANCES, SILT FENCING, RESTORATION, ETC.
SHALL CONFORM TO FAYPWC AND NCDOT
ADDITIONAL MEASURES SHALL BE INCLUDED AS
STANDARD SPECIFICATIONS, LATEST EDITION.
PART OF A SUPPLEMENTAL EROSION CONTROL
45' BEND
PLAN PREPARED BY THE CONTRACTOR.
3. STATIONING ON DRAWINGS IS SHOWN FOR
H
REFERENCE ONLY AND MAY NOT REPRESENT
13. THE CONTRACTOR SHALL BE REQUIRED TO
EXACT LENGTHS.
PROVIDE THE CONSTRUCTION STAGING AREA AT
FIRE HYDRANT
HIS EXPENSE.
4. PERFORMWORK BETWEEN THE HOURS OF 7:00
-.-.-.-.-
AM TO 5:00 PM.
14. THE CONTRACTOR IS EXPECTED AND REQUIRED
GRAVEL DRIVE
TO COOPERATE WITH THE PROPERTY OWNERS
S. PROVIDE TRAFFIC AND PEDESTRIAN CONTROL IN
AFFECTED BY THE WORK. PRIVATE AGREEMENTS
ACCORDANCE WITH MUTCD.
WITH PROPERTY OWNERS MUST BE IN WRITING
WATTLE
ON A FORM APPROVED BY THE ENGINEER AND A
6. PROVIDE ALL LAYOUT WORK REQUIRED TO
COPY SHALL BE PROVIDED TO THE ENGINEER
PROPERLY CONSTRUCT THE WORK.
PRIOR TO PROCEEDING WITH CONSTRUCTION
RIPRAP
ACTIVITIES AFFECTED BY SAID AGREEMENT. THE
7. PROVIDE AND TEST WATER AND SEWER MAINS
AGREEMENT MUST SPECIFY THAT FAYPWC, THE
PER FAYETTEVILLE PWC STANDARDS.
CITY AND THE ENGINEER SHALL BE HELD
HARMLESS AGAINST ALL CLAIMS ARISING FROM
8. ALL EXISTING UTILITIES HAVE BEEN LOCATED
THE AGREEMENT. THE OWNER DISCOURAGES
FROM THE INFORMATION AVAILABLE. IT IS THE
PRIVATE AGREEMENTS BEFORE FINAL
CONTRACTOR'S RESPONSIBILITY TO ACCURATELY
ACCEPTANCE, A RELEASE FROM EACH PROPERTY
LOCATE BOTHHORIZONTALLY AND VERTICALLY
OWNER THAT THE CONTRACTOR HAS MADE AN
ALL EXISTING UTILITIES PRIOR TO THE START OF
AGREEMENT WITH SHALL BE REQUIRED. THE
CONSTRUCTION (ONE CALL CENTER
PROPERTY OWNER'S RELEASE IS A CONDITION OF
1-800-632-4949). COST TO REPAIR DAMAGED
FINAL ACCEPTANCE.
UTILITIES SHALL BE BORNE BY THE CONTRACTOR.
15. CONTRACTOR SHALL MAINTAIN A NEAT AND CLEAN
9. REPAIR ALL DRIVEWAYS AND DRIVEWAY PIPES,
JOB -SITE TO INCLUDE STAGING/STORAGE AREAS
PAVED OR UNPAVED CONCRETE CURB AND
AS FOLLOWS:
GUTTER AND SIDEWALKS TO EXISTING OR BETTER
PERFORM OUST CONTROL BY WATERING DAILY
CONDITIONS IF DISTURBED DURING
OR AS DIRECTED BY THE ENGINEER.
CONSTRUCTION.
SWEEP STREETS A MINIMUM OF ONCE
WEEKLY (FRIDAY) OR AS DIRECTED BY THE
10. PROTECT AND RELOCATE EXISTING UTILITIES
ENGINEER.
(INCLUDING EXISTING WATER AND SEWER MAINS,
BLADE, LEVEL, AND RE -COMPACT ALL
PRIVATE OR PUBLIC) IF REQUIRED DURING
EXPOSED TRENCHES WEEKLY (OR AS
INSTALLATION OF NEW WORK. THERE WILL BE NO
DIRECTED BY THE ENGINEER) TO PRODUCE A
ADDITIONAL OR SEPARATE PAY ITEM FOR THIS
SMOOTH "RIDE".
WORK.
PERFORM DAILY CLEAN-UP OF ALL DIRT,
DEBRIS, AND SCRAP MATERIALS.
11. RESTORE THE DISTURBED AREA TO THE EXISTING
REMOVE EXCESS EQUIPMENT, MATERIALS,
GRADE SO AS NOT TO CHANCE DRAINAGE
TOOLS, ETC. NOT NEEDED.
PATTERNS OR CREATE POCKET WETLANDS OF
PONDING WATER UNLESS SHOWN OTHERWISE ON
5. EXCESS SUITABLE SOIL EXCAVATED DURING
THE DRAWINGS.
CONSTRUCTION SHALL BE STOCKPILED FOR USE
ON THE PROJECT OR DISPOSED OF OFF-SITE AS
12. ACCESS TO SITES SHALL BE BY PUBUC
DIRECTED BY THE ENGINEER. THE CONTRACTOR
RIGHT-OF-WAYS AND UTILITY EASEMENTS.
SHALL NOT BE ALLOWED TO STOCKPILE
13
TOWARD
FAYETTEVILLE
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MATERIALS OR EXCESS MATERIALS IN THE STREET
RIGHT-OF-WAYS AT ANY TIME, THE
CONTRACTOR SHALL PROVIDE A SUFFICIENT AND
SUITABLE STOCKPILE AREA AND LOCATION AT THE
CONTRACTOR'S EXPENSE.
6. CONTRACTOR SMALL PROVIDE MEASURES DURING
CONSTRUCTION TO SECURE THE SITE AND
EXCAVATION FROM THE GENERAL PUBLIC AND
COMPLY WITH ALL O.S.H.A. REGULATIONS. JOB
SITE SAFETY IS THE EXCLUSIVE AND SOLE
RESPONSIBILITY OF THE CONTRACTOR. OPEN
EXCAVATION LEFT UNATTENDED OR OVER NIGHT
IS NOT ACCEPTABLE AND SHALL BE FILLED
IMMEDIATELY.
7. CONTRACTOR SHALL REPAIR OR REPLACE DRIVES
DISTURBED BY CONSTRUCTION TO EXISTING OR
BETTER CONDITIONS. NO SEPARATE PAYMENT
UNLESS OTHERWISE INDICATED.
8. CONTRACTOR SHALL PROVIDE TEMPORARY
FENCING WHERE FENCES ARE REMOVED FOR
CONSTRUCTION. CONTRACTOR SHALL
COORDINATE FENCE REMOVAL/REINSTALLATION
WITH INDIVIDUAL PROPERTY OWNERS PRIOR TO
REMOVAL. CONTRACTOR SMALL REINSTALL ALL
SHEDS, FENCES. ETC. TO AS GOOD OR BETTER
THAN EXISTING CONDITIONS UNLESS OTHERWISE
INDICATED. (NO SEPARATE PAYMENT).
9. CONTRACTOR SMALL REPLACE ALL DISTURBED
MAILBOXES, SIGNS, ETC. DISTURBED DURING
CONSTRUCTION WITHIN 24 HOURS OF
DISTURBANCE. PERMANENT ROAD SIGNAGE
DISTURBED SHALL BE REPLACED IMMEDIATELY
AND IF NECESSARY ROADWAY SIGNS SHALL BE
TEMPORARILY INSTALLED IN A LOCATION
CONSISTENT WITH THE N.C.M.U.T.C.D. TO PROVIDE
CONTINUOUS TRAFFIC AWARENESS OF ROADWAY
CONDITIONS. (NO SEPARATE PAYMENT).
10. CONTRACTOR SHALL PROVIDE SECURITY FENCING,
SECURITY GUARD, AND ANY AND ALL OTHER
MEASURES CONTRACTOR DEEMS NECESSARY TO
PROTECT EQUIPMENT AND MATERIALS STORED ON
THE PROJECT. (NO SEPARATE PAYMENT).
11. WHERE CONTRACTOR CEASES WORK OPERATIONS
FOR A 72 HOUR PERIOD OR LONGER, SUCH AS
HOLIDAYS, ETC., THE FOLLOWING SHALL BE
ACCOMPLISHED PRIOR TO THE WORK STOPPAGE:
o. CONTRACTOR SHALL STORE ALL EQUIPMENT
IN THE CONTRACTOR STAGING AREA OR OFF
SITE.
VICINITY MAP
o. THE CONTRACTOR SHALL SWEEP ALL
STREETS, PERFORM GENERAL CLEANUP AND
SHALL PERFORM MAINTENANCE ON ALL
EXPOSED PATCHES.
12. CONTRACTOR SHALL SCHEDULE WORK AND
MATERIAL DELIVERIES SO THAT STORED MATERIAL
OUANTITIES ON THE JOB SITE SHALL BE
MINIMIZED.
13. CONTRACTOR SHALL STORE ALL MATERIALS IN
THE CONTRACTOR STAGING AREA 72 HOURS
PRIOR TO INCORPORATING INTO THE WORK TO
REDUCE OBSTRUCTIONS TO TRAFFIC AND
INCONVENIENCE TO RESIDENTS. WHERE UTILITIES
ARE BEING CONSTRUCTED IN EASEMENTS OUT 01
TRAFFIC AREAS CONTRACTOR MAY STORE
MATERIALS AHEAD OF CONSTRUCTION FOR A
DISTANCE NOT GREATER THAN 1800 FEET
UNLESS APPROVED OTHERWISE BY THE
ENGINEER.
14. CLEARING AND GRUBBING SHALL BE RESTRICTED
TO PERMANENT EASEMENTS ONLY. CONTRACTOR
SHALL LIMIT TREE/BUSH CLEARING IN THE
TEMPORARY EASEMENTS, BETWEEN HOUSES, AND
ALONG PROPERTY LINES TO ONLY ABSOLUTELY
NECESSARY FOR CONSTRUCTION.
15. ALL CONCRETE SHALL BE 4,000 PSI STRENGTH
(28 DAY), UNLESS OTHERWISE NOTED.
16. THE CONTRACTOR IS RESPONSIBLE FOR ALL
LAYOUT WORK REQUIRED TO PROPERLY
CONSTRUCT THE WORK.
17. CONTRACTOR SHALL MAKE EVERY EFFORT TO
SAVE PROPERTY IRONS, MONUMENTS, OTHER
PERMANENT POINTS AND LINES OF REFERENCE
AND CONSTRUCTION STAKES. PROPERTY IRONS,
MONUMENTS, AND OTHER PERMANENT POINTS OF
REFERENCE DAMAGED OR DESTROYED BY THE
CONTRACTOR SHALL BE REPLACED BY A
REGISTERED LAND SURVEYOR AT THE
CONTRACTOR'S EXPENSE.
18. THE N
E U DERGROUNO UTILITIES INDICATED ON THE
PLANS HAVE BEEN TAKENFROM INFORMATION
MADE AVAILABLE FROM THE VARIOUS UTILITY
OWNERS. THIS INFORMATION IN NOT INCLUSIVE
OF ALL EXISTING UNDERGROUND UTILITIES. THE
CONTRACTOR IS ADVISED THAT ADDITIONAL
UNDERGROUND UTILITIES MAY EXIST WHICH ARE
NOT SHOWN ON THE UTILITY INFORMATION
SHEET. BE ADVISED THAT THE UNDERGROUND
UTILITIES AND CABLES COULD CONFLICT WITH
THE WATER MAIN CONSTRUCTION. ALL
REALIGNMENTS SHALL BE APPROVED BY THE
OWNER PRIOR TO CONSTRUCTION.
19. CONTRACTOR SHALL MINIMIZE PLACEMENT OF
EXCAVATION MATERIAL ON ROAD DURING
CONSTRUCTION. ALL ROADS SHALL BE CLEANED
DAILY.
20. CONTRACTOR SHALL INSTALL MEASURES AS
NECESSARY DURING CONSTRUCTION FOR
SEDIMENTATION AND EROSION CONTROL.
21. GREATER DEPTHS MAY BE REQUIRED TO AVOID
CONFLICTS WITH CULVERT CROSSINGS, UTILITIES,
AND OTHER STRUCTURES.
22.THE CONTRACTOR SHALL PROVIDE THRUST
BLOCKING AT BENDS, TEES, AND PLUGS PER
THE DETAILS SHOWN ON THE DRAWINGS.
23. ALL FITTINGS ARE NOT SHOWN ON THE
DRAWINGS, THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PROVIDING AND INSTALLING
ALL FITTINGS NECESSARY TO COMPLETE THE
WORK.
24. THE CONTRACTOR SHALL RESEED THE DISTURBED
AREAS WITH THE EXISTING TYPE OF GRASS. THE
CONTRACTOR SHALL CONFIRM THE TYPE OF
GRASS WITH THE ADJACENT PROPERTY OWNER. IN
AREAS WHERE THE TYPE OF GRASS IS UNKNOWN,
THE SEED SCHEDULE SHALL BE USED.
ORDER OF PRECEDENCE GENERAL NOTES/TECHNICAL
SPECIFICATIONS/PHOTOS
1. THE NOTES CONTAINED HEREIN ARE INTENDED
TO SUPPLEMENT THE TECHNICAL SPECIFICATIONS
AND PROVIDE EASY REFERENCE FOR THE
CONTRACTOR. IN NO CASE SHALL THESE NOTES
VOID ANY PART, SECTION, OR REQUIREMENT
OUTLINED IN THE TECHNICAL SPECIFICATIONS
CONTAINED IN THE CONTRACT DOCUMENTS. IF
CONFLICTS OCCUR BETWEEN THE TECHNICAL
SPECIFICATIONS AND THE NOTES CONTAINED
HEREIN, THE TECHNICAL SPECIFICATIONS SHALL
SUPERSEDE.
2. CONTRACTOR IS CHARGED WITH PERFORMING
SITE INVESTIGATIONS TO ASCERTAIN EXISTING SITE
CONDITIONS.
•
•
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CONTRACTOR IS RESPONSIBLE FOR THE
LOCATION OF ALL EXISTING UTILITIES LOCATED
WITHIN PROJECT AREA. CALL NORTH
CAROLINA 811 AT 811 OR 1-800-632-4949
STANDARD ABBREVIATIONS
RKB
WATER LINE
-
CULVERT
-------
SILT FENCE
X X
ROCK PIPE INLET PROTECTION
EDP, E.O.P.
RIGHT-OF-WAY (OR PROPERTY
LINE)
R/W
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7
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1
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H
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N
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w
FIRE HYDRANT
SR, S.R.
WETLAND BOUNDARY
-.-.-.-.-
TREEUNE
ML, M.L.
GRAVEL DRIVE
----------
CONSTRUCTION ENTRANCE
BLS
SILT FENCE OUTLET,
RJ
WATTLE
1m
OUTLET PROTECTION
LIMITS OF DISTURBANCE
-
RIPRAP
PROPERTY LINE
•
•
66�6w6.6r66
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CONTRACTOR IS RESPONSIBLE FOR THE
LOCATION OF ALL EXISTING UTILITIES LOCATED
WITHIN PROJECT AREA. CALL NORTH
CAROLINA 811 AT 811 OR 1-800-632-4949
STANDARD ABBREVIATIONS
NOTE:
1. THE STANDARD LEGEND AND ABBREVIATIONS SHOWN
ON THIS SHEET ARE FOR GENERAL USE
THROUGHOUT THESE DRAWINGS.
9 Dewberry®
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MAX, MAX.
MINIMUM
MIN, MIN.
TYPICAL
TYP, TYP.
EDGE OF PAVEMENT
EDP, E.O.P.
RIGHT-OF-WAY
R/W
CORRUGATED METAL PIPE
CMP
REINFORCED CONCRETE PIPE
RCP
EXISTING
EX.
NORTH CAROLINA
NC, N.C.
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
NCDOT
DUCTILE IRON PIPE
DIP, D.I.P.
STATE ROAD
SR, S.R.
SANITARY SEWER
S.S.
MAINTAINED LIMITS
ML, M.L.
POLYVINYL CHLORIDE
PVC, P.V.C.
BELOW LAND SURFACE
BLS
RESTRAINED JOINT
RJ
NOTE:
1. THE STANDARD LEGEND AND ABBREVIATIONS SHOWN
ON THIS SHEET ARE FOR GENERAL USE
THROUGHOUT THESE DRAWINGS.
9 Dewberry®
Dewberry Engineers Inc.
9nowrarF ROAD
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APPROVED BY
CHECKED BY
SRH
DATE
OCTOBER 2017
TITLE
VICINITY MAP
GENERAL NOTES
STANDARD LEGEND
STANDARD ABBR.
PROJECT NO. 50091594
SHEET NC
T-02

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NOTE: WETLANDS ARE DELINEATED AS A PART
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CHECKED BY
DATE
OCTOBER 2017
TITLE
BINGHAM DRIVE
EXISTING
CONDITIONS
PROJECT NO. 50091594
SHEET NO.
C-01

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UTILITY GENERAL NOTES
1. PRIOR TO COMMENCEMENT OF ANY WORK WITHIN EASEMENTS OR RIGHTS -OF -WAYS THE CONTRACTOR IS REQUIRED
TO NOTIFY UTILITY COMPANIES IN ACCORDANCE WITH GS 87-102. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING
UTILITIES PRIOR TO BEGINNING CONSTRUCTION. NO SEPARATE PAYMENT. EXISTING UTILITIES SHOWN ARE TAKEN
FROM LAPS FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEEN PHYSICALLY LOCATED (IE: TELEPHONE,
GAS, CABLE, ETC.).
2. THE CONTRACTOR SHALL DIG UP EACH UTILITY WHICH MAY CONFLICT WITH CONSTRUCTION 14 DAYS IN ADVANCE TO
VERIFY LOCATIONS (HORIZONTALLY AND VERTICALLY) TO ALLOW THE ENGINEER AN OPPORTUNITY TO ADJUST THE
DESIGN TO AVOID CONFLICTS (NO SEPARATE PAYMENT).
3. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNER AND BE RESPONSIBLE FOR TEMPORARY RELOCATION
AND/OR SECURING EXISTING UTILITY POLES AND SIGNS AND/OR UTILITIES IN ACCORDANCE WITH UTILITY OWNERREQUIREMENTS DURING THE UTILITY MAIN INSTALLATION AND STREET CONSTRUCTION. (NO SEPARATE PAYMENT).
4. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORTS FOR UTILITY CROSSINGS AND REPAIR DAMAGES DUE TO
CONSTRUCTION TO THE SATISFACTION OF THE UTILITY INVOLVED AT NO ADDITIONAL EXPENSE TO THE OWNER.
UNDERGROUND ELECTRICAL CROSSINGS SHALL BE CROSSED IN ACCORDANCE WITH THE N.E.C. AND TECHNICAL
SPECIFICATION SECTION UNDERGROUND ELECTRICAL CROSSING REQUIREMENTS.
S. STORM DRAINAGE REPAIRS BY CONTRACTOR DUE TO CONSTRUCTION DAMAGE AND JOINTS EXPOSED DURING
CONSTRUCTION SHALL BE INSPECTED BY THE OWNER PRIOR TO BACKFILLING.
6. STEEL PIPE EXPANSIOW CONTRACTION IS ESTIMATED AT 1 -INCH.
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LINE - CONTRACTOR TO FIELD VERIFY
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LIMITS OFDISTURBANCE, TYP. RJ DIP 45° BEND @ STA. 10+32 .<aj_
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TOTAL LIMITS OF DISTURBANCE: 0.88 ACRE
NO WETLANDS SHALL BE TEMPORARILY OR
PERMANENTLY IMPACTED DURING THE
CONSTRUCTION OF THIS PROJECT.
A
PROPERTY LINE, TVP.
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DATE
OCTOBER 2017
TITLE
BINGHAM DRIVE
PLAN VIEW
PROJECT NO. 50091594
C-02

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(A) LATERAL SEPARATION OF SEWERS AND WATER MAINS.
MATER MAINS SHALL BE LAID AT LEAST 10' LATERALLY FROM EXISTING OR PROPOSED
SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10 FOOT LATERAL
SEPARATION, IN WHICH CASE:
(1) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE
BOTTOM OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER, OR
(2) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER
MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND WITH THE
ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP
OF THE SEWER.
(B) CROSSING A WATER MAIN OVER A SEWER
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWED; THE WATER
MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS
18" ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT
AN 18" VERTICAL SEPARATION, IN WHICH CASE BOTH THE NATER MAIN ;AND SEWER SHALL
BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO
WATER MAIN STANDARDS FOR A DISTANCE OF 10' ON EACH SIDE OF THE POINT OF
CROSSING.
(C) CROSSING A WATER MAIN UNDER A SEWER.
WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A "`SEWER, BOTH THE
WATER MAIN AND THE SEWER SHALL BE C'CNSTPCJCTED OF FERROUS MATERIALS AND WITH
JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH
SIDE OF THE POINT OF CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE
CENTERED AT THE POINT OF CROSSING.
m
E
1.
THE CONTRACTOR SHALL NOTIFY CUMBERLAND
OTHER ACCESS LOCATIONS REQUIRED SHALL BE
b. THE CONTRACTOR SHALL SWEEP Al L
COUNTY, NCDOT, AND NCDEMLR LAND QUALITY
SECURED BY THE CONTRACTOR AT NO
I
,----�
SECTION BEFORE THE BEGINNING OF
ADDITIONAL EXPENSE TO THE OWNER,
STREETS, PERFORM GENERAL CLEANUP AND
CONSTRUCTION.
SUPPLEMENTAL EROSION CONTROL MEASURES
F� K H ' 017 -"WA)`
CORRUGATED METAL PIPE
CONTRACTOR SHALL PROVIDE A SUFFICIENT AND
SHALL BE REQUIRED TO INCLUDE CONSTRUCTION
2.
CONSTRUCTION AND MATERIAL SPECIFICATIONS
ENTRANCES, SILT FENCING, RESTORATION, ETC,
NORTH CAROLINA
SHALL_ CONFORM TO FAYPWC AND NCDOT
ADDITIONAL MEASURES SHALL BE INCLUDED AS
EXPOSED PATCHES.
STANDARD SPECIFICATIONS, LATEST EDITION.
PART OF A SUPPLEMENTAL EROSION CONTROL
�A
CONTRACTOR'S EXPENSE.
PLAN PREPARED BY THE CONTRACTOR,
3.
STATIONING ON DRAWINGS IS SHOWN FOR
CONTRACTOR SHALL MINIMIZE PLACEMENT OF
POLYVINYL CHLORIDE
REFERENCE ONLY AND MAY NOT REPRESENT
13. THE CONTRACTOR SHALL BE REQUIRED TO
CONTRACTOR SHALL SCHEDULE WORK AND
EXACT LENGTHS,
PROVIDE THE CONSTRUCTION STAGING AREA AT
6.
CONTRACTOR SHALL PROVIDE MEASURES DURING
HIS EXPENSE.
4,
PERFORM WORK BETWEEN THE HOURS OF 7.00
CONSTRUCTION. ALL ROADS SHALL BE CLEANED
----------
AM TO 5:00 PM.
14. THE CONTRACTOR IS EXPECTED AND REQUIRED
QUANTITIES ON THE JOB SITE SHALT_ BE
SILT FENCE OUTLET
TO COOPERATE WITH THE PROPERTY OWNERS
5.
PROVIDE TRAFFIC AND PEDESTRIAN CONTROL IN
AFFECTED BY THE WORK. PRIVATE AGREEMENTS
MINIMIZED.
ACCORDANCE WITH MUTCD,
WITH PROPERTY OWNERS MUST BE IN WRITING
COMPLY WITH ALL O.S.H.A. REGULATIONS. JOB
! F: i
ON A .ORM APPiROV D B T
F Y HF FNC�IR,_
. ER ANP
6,
PROVIDL. ALL LA'YOUI WORK REQUIRED v
Q
COPY SH �,
AI_� BE PROVIDED '10 1 HL ENGINLLR
PROPERLY CONSTRUCT THE WORK.
PRIOR TO PROCEEDING WITH CONSTRUCTION
THE CONTRACTOR STAGING AREA 72 HOURS
ACTIVITIES AFFECTED BY SAID AGREEMENT. THE
7.
PROVIDE AND TEST WATER AND SEWER MAINS
AGREEMENT MUST SPECIFY THAT FAYPWC, THE
PRIOR TO INCORPORATING INTO THE WORK TO
PER FAYETTEVILLE PWC STANDARDS.
CITY AND THE ENGINEER SHALL BE HELD
EXCAVATION LEFT UNATTENDED OR OVER NIGHT
HARMLESS AGAINST ALL CLAIMS ARISING FROM
8.
ALL EXISTING UTILITIES HAVE BEEN LOCATED
THE AGREEMENT. THE OWNER DISCOURAGES
FROM THE INFORMATION AVAILABLE. IT IS THE
PRIVATE AGREEMENTS BEFORE FINAL
INCONVENIENCE TO RESIDENTS. WHERE UTILITIES
CONTRACTOR'S RESPONSIBILITY TO ACCURATELY
ACCEPTANCE, A RELEASE FROM EACH PROPERTY
LOCATE BOTH HORIZONTALLY AND VERTICALLY
OWNER THAT THE CONTRACTOR HAS MADE AN
ARE BEING CONSTRUCTED IN EASEMENTS OUT OF
ALL EXISTING UTILITIES PRIOR TO THE START OF
AGREEMENT WITH SHALL BE REQUIRED. THE
CONSTRUCTION (ONE CALL CENTER
PROPERTY OWNER'S RELEASE IS A CONDITION OF
TRAFFIC AREAS CONTRACTOR MAY STORE
1-800-632-4949). COST TO REPAIR DAMAGED
FINAL ACCEPTANCE.
7.
UTILITIES SHALL BE BORNE BY THE CONTRACTOR.
MATERIALS A HEAD OF CONSTRUCTION FOR A
15, CONTRACTOR SHALL MAINTAIN A NEAT AND CLEAN
9.
REPAIR ALL DRIVEWAYS AND DRIVEWAY PIPES,
JOB -SITE TO INCLUDE STAGING/STORAGE AREAS
DISTANCE NOT GREATER THAN 1800 FEET
PAVED OR UNPAVED CONCRETE CURB AND
AS FOLLOWS:
GUTTER AND SIDEWALKS TO EXISTING OR BETTER
0 PERFORM DUST CONTROL BY WATERING DAILY
� N. F.. APS R� �1-CI � TH FRWI F .,Y THF
CONDITIONS IF DISTURBED DURING
OR AS DIRECTED BY THE ENGINEER.
CONSTRUCTION.
0 SWEEP STREETS A MINIMUM OF ONCE
ENGINEER.
WEEKLY (FRIDAY) OR AS DIRECTED BY THE
10.
PROTECT AND RELOCATE EXISTING UTILITIES
ENGINEER.
CLEARING AND GRUBBING SHALL BE RESTRICTED
(INCLUDING EXISTING WATER AND SEWER MAINS,
0 BLADE, LEVEL, AND 'RE -COMPACT ALL
PRIVATE OR PUBLIC) IF REQUIRED DURING
EXPOSED TRENCHES`` WEEKLY (OR AS
TO PERMANENT EASEMENTS ONLY. CONTRACTOR
INSTALLATION OF NEW WORK. THERE WILL BE NO
DIRECTED BY THE ENGINEER) TO PRODUCE A
ADDITIONAL OR SEPARATE PAY ITEM FOR THIS
SMOOTH "RIDE".
SHALL LIMIT TREE/BUSH CLEARING IN THE
WORK.
& PERFORM DAILY CLEAN-UP OF ALL DIRT,
COORDINATE FENCE REMOVAL/REINSTALLATION
DEBRIS, AND SCRAP MATERIALS.
11.
RESTORE THE DISTURBED AREA TO THE EXISTING
REMOVE EXCESS EQUIPMENT, MATERIALS,
C AI E SO AS NOT'jr CHANCE DRAINA.GF
iOOI S, FTC. NOT NFF0E0.
ALONG PROPERTY LINES TO ONLY ABSOLUTELY
WORK.
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NECESSARY FOR CONSTRUCTION.
SHEDS, FENCES, ETC. TO AS GOOD OR BETTER
ON TNI=_ PROJECT OR DISPOSED OI- OFF-SITE AS
12,
ACCESS TO SITES SHALL BE BY PUBLIC
DIRECTED BY THE ENGINEER. THE CONTRACTOR
RIGHT-OF-WAYS AND UTILITY EASEMENTS.
SHALL NOT BE ALLOWED TO STOCKPILE
STANDARD
DESCRIPTION
MATERIALS OR EXCESS MATERIALS IN THE STREET
b. THE CONTRACTOR SHALL SWEEP Al L
WATER LINE
i
CULVERE
SILT FENCE
THE WATER MAIN CONSTRUCTION. ALL
I
,----�
RIGHT-OF-WAYS AT ANY TIME. THE
TYPICAL
STREETS, PERFORM GENERAL CLEANUP AND
RIGHT-OF-WAY (OR PROPERTY
LINE)
REALIGNMENTS SHALL BE APPROVED BY THE
F� K H ' 017 -"WA)`
CORRUGATED METAL PIPE
CONTRACTOR SHALL PROVIDE A SUFFICIENT AND
REINFORCED CONCRETE PIPE
SHALL PERFORM MAINTENANCE ON ALL
90® BEND
OWNER PRIOR TO CONSTRUCTION.
NORTH CAROLINA
SUITABLE STOCKPILE AREA AND LOCATION AT THE
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
EXPOSED PATCHES.
22.5" BEND
DIP, D.I.P.
�A
CONTRACTOR'S EXPENSE.
SANITARY SEWER
S.S.
19,
CONTRACTOR SHALL MINIMIZE PLACEMENT OF
POLYVINYL CHLORIDE
FIRE HYDRANT
12,
CONTRACTOR SHALL SCHEDULE WORK AND
WETLAND BOUNDARY
EXCAVATION MATERIAL ON ROAD DURING
6.
CONTRACTOR SHALL PROVIDE MEASURES DURING
MATERIAL DELIVERIES SO THAT STORED MATERIAL
GRAVEL DRIVE
CONSTRUCTION. ALL ROADS SHALL BE CLEANED
----------
CONSTRUCTION TO SECURE THE SITE AND
QUANTITIES ON THE JOB SITE SHALT_ BE
SILT FENCE OUTLET
DAILY.
EXCAVATION FROM THE GENERAL PUBLIC AND
MINIMIZED.
OUTLET PROTECTION
COMPLY WITH ALL O.S.H.A. REGULATIONS. JOB
13.
CONTRACTOR SHALL STORE ALL MATERIALS IN
20.
CONTRACTOR SHALL INSTALL MEASURES AS
SITE SAFETY IS THE EXCLUSIVE AND SOLE
THE CONTRACTOR STAGING AREA 72 HOURS
NECESSARY DURING CONSTRUCTION FOR
RESPONSIBILITY OF THE CONTRACTOR, OPEN
PRIOR TO INCORPORATING INTO THE WORK TO
SEDIMENTATION AND EROSION CONTROL.
EXCAVATION LEFT UNATTENDED OR OVER NIGHT
REDUCE OBSTRUCTIONS TO TRAFFIC AND
IS NOT ACCEPTABLE AND SHALL BE FILLED
INCONVENIENCE TO RESIDENTS. WHERE UTILITIES
21,
GREATER DEPTHS MAY BE REQUIRED TO AVOID
IMMEDIATELY.
ARE BEING CONSTRUCTED IN EASEMENTS OUT OF
CONFLICTS WITH CULVERT CROSSINGS, UTILITIES,
TRAFFIC AREAS CONTRACTOR MAY STORE
AND OTHER STRUCTURES.
7.
CONTRACTOR SHALL REPAIR OR REPLACE DRIVES
MATERIALS A HEAD OF CONSTRUCTION FOR A
DISTURBED BY CONSTRUCTION TO EXISTING OR
DISTANCE NOT GREATER THAN 1800 FEET
22.
THE CONTRACTOR SHALL PROVIDE THRUST
. , �E� CONDITIONS.
R.N FPR.�T P:�,
C� E � F N
� N. F.. APS R� �1-CI � TH FRWI F .,Y THF
{_
.. � 0 K,N"' T EIIWND��, TFI-.,¢ ,tl1 PC i1C°_, f'I"
UNLESS OTHERWISE INDICATED.
ENGINEER.
THE DETAILS SHOWN ON THE DRAWINGS.
8.
CONTRACTOR SHALL PROVIDE TEMPORARY
14.
CLEARING AND GRUBBING SHALL BE RESTRICTED
23.
ALL FITTINGS ARE NOT SHOWN ON THE
FENCING WHERE FENCES ARE REMOVED FOR
TO PERMANENT EASEMENTS ONLY. CONTRACTOR
DRAWINGS, THE CONTRACTOR SHALL BE
CONSTRUCTION, CONTRACTOR SHALL
SHALL LIMIT TREE/BUSH CLEARING IN THE
RESPONSIBLE FOR PROVIDING AND INSTALLING
COORDINATE FENCE REMOVAL/REINSTALLATION
TEMPORARY EASEMENTS, BETWEEN HOUSES, AND
ALL FITTINGS NECESSARY TO COMPLETE THE
WITH INDIVIDUAL PROPERTY OWNERS PRIOR TO
ALONG PROPERTY LINES TO ONLY ABSOLUTELY
WORK.
REMOVAL. CONTRACTOR SHALL REINSTALL ALL
NECESSARY FOR CONSTRUCTION.
SHEDS, FENCES, ETC. TO AS GOOD OR BETTER
24.
THE CONTRACTOR SHALL RESEED THE DISTURBED
THAN EXISTING CONDITIONS UNLESS OTHERWISE
15.
ALL CONCRETE SHALL BE 4,000 PSI STRENGTH
AREAS WITH THE EXISTING TYPE OF GRASS. THE
INDICATED, (NO SEPARATE PAYMENT).
(28 DAY), UNLESS OTHERWISE NOTED.
CONTRACTOR SHALL CONFIRM THE TYPE OF
GRASS WITH THE ADJACENT PROPERTY OWNER. IN
9.
CONTRACTOR SHALL REPLACE ALL DISTURBED
16.
THE CONTRACTOR IS RESPONSIBLE FOR ALL
AREAS WHERE THE TYPE OF GRASS IS UNKNOWN,
MAILBOXES, SIGNS, ETC, DISTURBED DURING
LAYOUT WORK REQUIRED TO PROPERLY
THE SEED SCHEDULE SHALL BE USED,
CONSTRUCTION WITHIN 24 HOURS OF
CONSTRUCT THE WORK,
DISTURBANCE, PERMANENT ROAD SIGNAGE
ORDER OF PRECEDENCE GENERAL NOTES/TECHNICAL
DISTURBED SHALL BE REPLACED IMMEDIATELY
17.
CONTRACTOR SHALL MAKE EVERY EFFORT TO
SPECIFICATIONS/PHOTOS
AND IF NECESSARY ROADWAY SIGNS SHALL BE
SAVE PROPERTY IRONS, MONUMENTS, OTHER
TEMPORARILY INSTALLED IN A LOCATION
PERMANENT POINTS AND LINES OF REFERENCE
1.
THE NOTES CONTAINED HEREIN ARE INTENDED
CONSISTENT WITH THE N.C.M.U,T.C.D. TO PROVIDE
AND CONSTRUCTION STAKES. PROPERTY IRONS,
TO SUPPLEMENT THE TECHNICAL SPECIFICATIONS
CONTINUOUS TRAFFIC AWARENESS OF ROADWAY
MONUMENTS, AND OTHER PERMANENT POINTS OF
AND PROVIDE EASY REFERENCE FOR THE
CONDITIONS. (NO SEPARATE PAYMENT).
REFERENCE DAMAGED OR DESTROYED BY THE
CONTRACTOR. IN NO CASE SHALL THESE NOTES
CONTRACTOR SHALL BE REPLACED BY A
VOID ANY PART, SECTION, OR REQUIREMENT
10.
CONTRACTOR SHALL PROVIDE SECURITY FENCING,
REGISTERED LAND SURVEYOR AT THE
OUTLINED IN THE TECHNICAL SPECIFICATIONS
SECURITY GUARD, AND ANY AND ALL OTHER
CONTRACTOR'S EXPENSE.
CONTAINED IN THE CONTRACT DOCUMENTS, IF
MEASURES CONTRACTOR DEEMS NECESSARY TO
CONFLICTS OCCUR BETWEEN THE TECHNICAL
PROTECT EQUIPMENT AND MATERIALS STORED ON
18.
THE UNDERGROUND UTILITIES INDICATED ON THE
SPECIFICATIONS AND THE NOTES CONTAINED
THE PROJECT. (NO SEPARATE PAYMENT).
PLANS HAVE BEEN TAKEN FROM INFORMATION
HEREIN, THE TECHNICAL SPECIFICATIONS SHALL
MADE AVAILABLE FROM THE VARIOUS UTILITY
SUPERSEDE.
fi 1 .
WEiERF ONTRACTOR CEASES WORK OPERATIC) NS
OWNERS, THIS INFORMATION IN NOT INCLUSIVE
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a. CON RACTOR SI -TALL- STORE ALL EQUIPMEN.i
NOT SI -TOWN ON THE UTILITYNE_-ORMAIION
IN THE CONTRACTOR STAGING AREA OR OFF
SHEET. BE ADVISED THAT THE UNDERGROUND
STANDARD
DESCRIPTION
EXISTING
WATER LINE
i
CULVERE
SILT FENCE
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ROCK PIPE INLET PROTECTION
TYPICAL
TYR, TYP.
RIGHT-OF-WAY (OR PROPERTY
LINE)
EOP, E.O.P.
F� K H ' 017 -"WA)`
CORRUGATED METAL PIPE
TEE
REINFORCED CONCRETE PIPE
RCP
90® BEND
EX.
NORTH CAROLINA
45° BEND
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
NCDOT
22.5" BEND
DIP, D.I.P.
�A
REDUCER
SANITARY SEWER
S.S.
GATE VALVE (G.V.)
ML, M.L.
POLYVINYL CHLORIDE
FIRE HYDRANT
BELOW LAND SURFACE
BLS
WETLAND BOUNDARY
_...
TREELINE
LjL
GRAVEL DRIVE
----------
CONSTRUCTION
CONSTRUCTION ENTRANCE
CE
SILT FENCE OUTLET
WATTLE
Em
OUTLET PROTECTION
LIMITS OF DISTURBANCE
RIPRAP
PROPERTY LINE
SITE. UTILITIES AND CABLES COULD CONFLICT WITH CONTRACTOR IS RESPONSIBLE FOR THE
LOCATION OF ALL EXISTING UTILITIES LOCATED
WITHIN PROJECT AREA, CALL NORTH
CAROLINA 811 AT 811 OR 1-800-632-4949
DESCRIPTION
ABBREVIATION
MAXIMUM
MAX, MAX.
MINIMUM
MIN, MIN.
TYPICAL
TYR, TYP.
EDGE OF PAVEMENT
EOP, E.O.P.
F� K H ' 017 -"WA)`
CORRUGATED METAL PIPE
GMP
REINFORCED CONCRETE PIPE
RCP
EXISTING
EX.
NORTH CAROLINA
NC, N. C.
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
NCDOT
DUCTILE IRON PIPE
DIP, D.I.P.
STATE: ROAD
SR, S. R.
SANITARY SEWER
S.S.
MAINTAINED LIMITS
ML, M.L.
POLYVINYL CHLORIDE
PVC, P.V.C.
BELOW LAND SURFACE
BLS
RESTRAINED JOINT
RJ
1. THE STANDARD LEGEND AND ABBREVIATIONS SHOWN
ON THIS SHEET ARE FOR GENERAL USE
THROUGHOUT THESE DRAWINGS.
Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH NC 27607
PHONE: [phone]
FAX: 919,881 .9923
NCBELS #F-0329
PROGRESSo
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OCTOBER 2017
PROJECT NO. 50091594

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Dewberry Engineers Inc
2610 WYCLIFF HO AD
SUITE 410
RALE[GH. NC 2
PHONE: 919,881 .9939
FAX: [phone]
NCBELS #F-0929
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OCTOBER 2017

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Dewberry Engineers Inc.
2610 WYCLIFF ROAD
SUITE 410
RALEIGH, NO 27607
PHONE: [phone]
FAX: [phone]
NCBELS #F-0929
PROGRESS DRAWING
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DATE OCTOBER 2017
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