20240663 Ver 1_Cover Letter and Attachments_Final_20240509

-0- WithersRavenel
.. Our People. Your Success.
May 9, 2024
US Army Corps of Engineers
Raleigh Regulatory Field Office
Ms. Katherine Elks
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
NC Division of Water Resources
401 & Buffer Permitting Unit
Ms. Stephanie Goss
1617 Mail Service Center
Raleigh, NC 27699
Re: West Pearsall Street Culvert Replacement - NWP 3 PCN Submittal
Dunn, Harnett County
WR Project #23-0017-007
Ms. Elks and Ms. Goss,
On behalf of the City of Dunn, we are requesting authorization from the USACE to use NWP 3, as
well as requesting a 401 WQC from NCDWR, for the following impacts:
Proposed Impact Table
Feature
Type of Impact
Impact Area
LF
SF
AC
Stream
Permanent (No Functional Loss)
31
565
0.013
Stream
Temporary
136
2,159
0.0495
The proposed total permanent impacts to jurisdictional waters are 0.013 acres and therefore the
project is eligible for authorization under NWP 3.
The proposed project consists of the replacement of the existing box culvert with a constructed
bridge, upgrades to sewer lines, and relocation of water and gas lines, replacement of existing
gabion walls, and the restoration of Juniper Creek above and below the crossing.
The proposed culvert replacement is located on West Pearsall Street near the intersection of S.
General Lee Avenue in Dunn, Harnett County (Lat: 35.310343°N;-78.620343°W).
The project is in the Cape Fear River basin (HUC: 030300060102) and onsite waters drain to
Juniper Creek. The Water Quality Classification for Juniper Creek is C;Sw and the Stream Index
Number is: 18-68-12-1-3.
Proposed Project
The purpose of the project is to address the failing infrastructure at the site by upsizing and
replacing a box culvert with a constructed bridge over Juniper Creek. Associated work includes
the upgrade of the sewer line crossing through the existing culvert from a vitrified clay pipe (VCP)
to a ductile iron pipe (DIP) in a steel encasement and the relocation of water and gas lines. The
gabion walls extending from either end of the existing culvert, pavement, and curbing will be
removed and replaced. The stream bank will be regraded, and gabion wall selectively constructed
to connect to an existing wall at a 45-degree angle from the stream centerline to the top of the
streambank grading. Storm catchment basins will be added on both the north and south sides of
115 MacKenan Drive I Cary, NC 27511
t: 910.469.3340 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington

West Pearsall Street Culvert Replacement :: WVi th ersRave n e l
Dunn, Harnett Co.
NWP 3 PCN Submittal Our People. Your Success -
the proposed bridge. Incidental work includes the revegetation of disturbed areas on private
property.
The City of Dunn has determined that there is a joint separation in one of the two box culverts
resulting in failing roadway pavement. The city proactively closed the road to vehicles. This project
is considered an emergency repair to replace the existing culverts and restore through traffic for
all residents on Pearsall Street.
The existing culverts are approximately sixty linear feet (60') of dual 10' W x 4.5' H reinforced
concrete box culverts (RCBC) with no headwalls and no cover between the top of the culvert and
asphalt road.
The project will improve safety for residents through the reopening of the road to allow for vehicle
access. Additionally, it will increase the resiliency of the watershed by restoring aquatic passage,
ensuring streamflow capacity, and stabilizing the streambanks.
Project History
The City of Dunn applied to the North Carolina Department of Environmental Quality (NCDEQ),
Division of Water Infrastructure (DWI) for grant funds specifically allocated to the Local Assistance
for Stormwater Infrastructure Investments (LASII) program. The City of Dunn received a
Stormwater Construction Grant Letter of Intent to Fund, dated March 23, 2023, for a LASII grant
from the American Rescue Plan Act of 2021 in the amount of $490,340 (DWI # SRP-SW-ARP-
0030). The City also received a Stormwater Planning Grant Letter of Intent to Fund, dated August
18, 2023, for a LASII grant from the American Rescue Plan Act of 2021 in the amount of $313,400
(DWI # SRP-SW-ARP-0098). The remaining project costs, equivalent to $721,523, will be funded
by the City. DWI letters have been included in the attachments.
The surrounding area is mowed/maintained turf grass and development, so no formal delineation
was conducted as no wetlands or other streams are present. WR concedes that Juniper Creek is
jurisdictional to both NCDWR and the USACE.
Proposed Impacts
Proposed permanent stream impacts of 31 linear feet (0.013 ac) are necessary for placement of
scour protection on both ends of the crossing (No Functional Loss). Scour protection will be
embedded within the stream channel with a soil layer above (please see attached construction
plans).
Stream channel restoration upstream and downstream of the crossing totals 90 If (0.0324 ac) of
temporary stream impacts. Existing and unaffected nearby reaches of Juniper Creek will serve as
references for stream channel restoration. Existing failed gabion walls are proposed to be removed
along with the stone, accumulated sediments, and other debris from the stream channel on both
sides of the project area. Removal of debris and accumulated sediments do not exceed 200 If in
either direction of the crossing. A portion of the gabion walls will be replaced.
Lastly, 47 If (0.0171 ac) of temporary impacts are proposed for construction access/dewatering.
During removal of the existing culverts and bridge construction work will be completed "in the
dry" by constructing temporary coffer dams upstream and downstream of the crossing within the
impact areas and pumping flow around the construction area. Upon completion of construction,
all temporarily impacted streams will be restored to pre -construction contours and the banks will
Page 2 of 3

West Pearsall Street Culvert Replacement :: Wi th ersRave n e l
Dunn, Harnett Co.
NWP 3 PCN Submittal Our People. Your Success -
be stabilized using a biodegradable matting and seeded with a riparian seed mix. No matting will
be placed on the stream beds.
The project site is located within the Cape Fear River basin (outside the Jordan Lake watershed)
and is therefore not subject to riparian buffer rules.
Avoidance and Minimization
Proposed impacts for the replacement of the failing infrastructure at the site by upsizing and
replacing box culverts with a constructed bridge over Juniper Creek are unavoidable. The City of
Dunn has determined that there is a joint separation in one of the two box culverts resulting in
failing roadway pavement. The proposed constructed bridge will occupy the same alignment as
the existing box culverts.
The City's plan to replace the failing box culverts with a constructed bridge will increase the
resiliency of the watershed by restoring aquatic passage, ensuring streamflow capacity, and
stabilizing the streambanks. Additionally, restoration of the stream channel around the crossing
will improve stream function and water quality. Debris and sediment removal around the crossing
will provide additional benefits to Juniper Creek.
Access during construction will occur from uplands and the existing road surface. Additionally,
sediment and erosion control measures will be installed prior to construction. Accumulated
sediments and debris will be removed down to the natural streambed and secured in uplands.
Please feel free to contact me if you have questions or require additional information to complete
your review.
Sincerely,
WithersRavenel
Rick Trone
Environmental Scientist
Attachments:
• PCN Form
• Agent Authorization Form
• Aerial Exhibit
• USGS Quads
• Harnett County Soil Survey
• NCNHP Project Review Letter
• USFWS IPaC Species List
• Impact Exhibits
• Construction Drawings
• NC Division of Water Infrastructure Letters
Page 3 of 3

\/ WithersRavenel
1/ Our People. Your Success.
AGENT AUTHORIZATION FORM

-0 WithersRavenel
40 Our People. Your Success.
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned Municipality City of Dunn (Client) does hereby appoint WithersRavenel,
Inc. as his, her, or it's agent for the purpose of petitioning the appropriate local, state and
federal environmental regulatory agencies (US Army Corps of Engineers, NC Division of
Water Resources, NC Division of Coastal Management, local municipalities, etc.) for: a)
review and approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands,
surface waters, riparian buffers, etc.) and/or; b) preparation and submittal of appropriate
environmental permit applications/requests for the West Pearsall Street Culvert
Replacement Project.
The Client does hereby authorize that said agent has the authority to do the following acts
on behalf of the owner:
(1) To submit appropriate requests/applications and the required
supplemental materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of
environmental review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or
termination by the Client. 1n/�
Date: Q I Z
Agent's Name, Address & Telephone: Signature of Client:
WithersRavenel, Inc. req
( e Print) (Title)
115 MacKenan Drive
Cary, NC 27511 Signature)
j
Tel. [phone] r, StZ-06-17 5 f—
Mailing Address _
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City G� State Zip
Phone: I (� -Z1� "/�, ��
Email.•
115 MacKenan Drive I Cary, NC 27511
t: 919.469.3340 1 f: 919.467.6008 1 www.withersravenel.com I License No. F-1479
Asheville I Cary I Charlotte I Greensboro I Pittsboro I Raleigh I Southern Pines I Wilmington

■■ WithersRavenel
lipOur People. Your Success.
AERIAL EXHIBIT

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3 1/ Engineers I Planners I Surveyors
3 DUNN HARNETT COUNTY NORTH CAROLINA

::WithersRavenel
Our People. Your Success.
USGS QUADS

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3 DUNN HARNETT COUNTY NORTH CAROLINA

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::WithersRavenel
Our People. Your Success.
HARN ETT CO. SO I L SU RVEY

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3 1/ Engineers I Planners I Surveyors
3 DUNN HARNETT COUNTY NORTH CARIHNA

■■ WithersRavenel
lipOur People. Your Success.
NCNHP PROJECT
REVIEW LETTER

Roy Cooper, Governor
MEN
�00 0 INC DEPARTMENT OF
t ■
■■u■■ NATURAL AND CULTURAL RESOURCES
■ ■■■
April 30, 2024
Troy Beasley
Withers & Ravenel
115 MacKenan Drive
Cary, NC 27511
RE. West Pearsall Street Culvert Replacement, 23-0014-007
Dear Troy Beasley.
D_ Reid Wilson, Secretary
Misty Buchanan
Deputy director, Natural Heritage Program
NCNHDE-25875
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
Based on the project area mapped with your request, a query of the NCNHP database indicates that
there are no records for rare species, important natural communities, natural areas, and/or
conservation/managed areas within the proposed project boundary. Please note that although there
may be no documentation of natural heritage elements within the project boundary, it does not
imply or confirm their absence, the area may not have been surveyed. The results of this query
should not be substituted for field surveys where suitable habitat exists. In the event that rare
species are found within the project area, please contact the NCNHP so that we may update our
records.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is found within the project area or is indicated within a one -mile radius of
the project area, the NCNHP recommends contacting the US Fish and Wildlife Service (USFWS) for
guidance. Contact information for USFWS offices in North Carolina is found here:
httl2s://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a
Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund easement, or Federally -
listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact the NCNHP at natural.heritageLdncr.nc.gov.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOVRCES
121 W. JONES STREET. RALEIGH. NC 27603 • 16S1 MAIL SERVICE CENTER, RALEIGH. Nc 27699
OFC g19.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
West Pearsall Street Culvert Replacement
Project No. 23-0014-007
April 30, 2024
NCNHDE-25875
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name
Common Name
Element Accuracy Federal
State
Group
Observation
Occurrence Status
Status
Date by=
Rank 0
M i
Dragonfly or 33751 Somatochlora
Coppery Emerald 2004-Pre
H? 5-Very ---
Significantly
Damselfly georgiana
Low
Rare
Vascular Plant 5639 Solidago verna
Spring -flowering 1938-06
H 5-Very ---
Threatened
Goldenrod
Low
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Na
Owner
Owner Type
City of Dunn Open Space
City of Dunn
Local Government
North Carolina Rails -to -Trails Preserve
North Carolina Rails -to -Trails
Private
Global State
Rank Rank
I
G3G4 S1?
G3 S3
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.ora/heir). Data query generated on April 30, 2024; source: NCNHP, Winter (January) 2024.
Please resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-25875: West Pearsall Street Culvert Replacement
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USDA, USFWS
Page 3 of 3

■■ WithersRavenel
lipOur People. Your Success.
USFWS I PaC SPECIES
LIST

4/30/24, 3:52 PM IPaC: Explore Location resources
IPaC
U.S. Fish & Wildlife Service
IPaC resource list
This report is an automatically generated list of species and other resources such as critical
habitat (collectively referred to as trust resources) under the U.S. Fish and Wildlife Service's
(USFWS) jurisdiction that are known or expected to be on or near the project area referenced
below. The list may also include trust resources that occur outside of the project area, but
that could potentially be directly or indirectly affected by activities in the project area.
However, determining the likelihood and extent of effects a project may have on trust
resources typically requires gathering additional site -specific (e.g., vegetation/species
surveys) and project -specific (e.g., magnitude and timing of proposed activities) information.
Below is a summary of the project information you provided and contact information for the
USFWS office(s) with jurisdiction in the defined project area. Please read the introduction to
each section that follows (Endangered Species, Migratory Birds, USFWS Facilities, and NWI
Wetlands) for additional information applicable to the trust resources addressed in that
section.
Location
Harnett County, North Carolina
C)o
41_II
�r
�1
�rr
aC ,i'Y dry#'
tp
rtr
Local office
Raleigh Ecological Services Field Office
t. [phone]
JEJ [phone]
https://ipac.ecosphere.fws.gov/location/HUAPXH3A3BAOTCL2LKGXAFQ7MY/resources 1/13

4/30/24. 3:52 PM
IPaC: Explore Location resources
3916 Sunset Ridge Rd
Raleigh, NC 27607
G��cv
IO�
https://ipac.ecosphere.fws.gov/location/HUAPXH3A3BAOTCL2LKGXAFQ7MY/resources 2/13

4/30/24, 3:52 PM IPaC: Explore Location resources
Endangered species
This resource list is for informational purposes only and does not constitute an analysis of
project level impacts.
The primary information used to generate this list is the known or expected range of each
species. Additional areas of influence (AOI) for species are also considered. An AOI includes
areas outside of the species range if the species could be indirectly affected by activities in
that area (e.g., placing a dam upstream of a fish population even if that fish does not occur at
the dam site, may indirectly impact the species by reducing or eliminating water flow
downstream). Because species can move, and site conditions can change, the species on this
list are not guaranteed to be found on or near the project area. To fully determine any
potential effects to species, additional site -specific and project -specific information is often
required.
Section 7 of the Endangered Species Act requires Federal agencies to "request of the
Secretary information whether any species which is listed or proposed to be listed may be
present in the area of such proposed action" for any project that is conducted, permitted,
funded, or licensed by any Federal agency. A letter from the local office and a species list
which fulfills this requirement can only be obtained by requesting an official species list from
either the Regulatory Review section in IPaC (see directions below) or from the local field
office directly. 0 .
For project evaluations that require USFWS concurrence/review, please return to the IPaC
website and request an official species list by doing the following:
1. Draw the project location and click CONTINUE.
2. Click DEFINE PROJECT.
3. Log in (if directed to do so).
4. Provide a name and description for your project.
5. Click REQUEST SPECIES LIST.
Listed speciesi and their critical habitats are managed by the Ecological Services Program of
the U.S. Fish and Wildlife Service (USFWS) and the fisheries division of the National Oceanic
and Atmospheric Administration (NOAA Fisheries).
Species and critical habitats under the sole responsibility of NOAA Fisheries are not shown
on this list. Please contact NOAA Fisheries for species under their jurisdiction.
1. Species listed under the Endangered Species Act are threatened or endangered; IPaC also
shows species that are candidates, or proposed, for listing. See the listing status page for
more information. IPaC only shows species that are regulated by USFWS (see FAQ).
https://ipac.ecosphere.fws.gov/location/HUAPXH3A3BAOTCL2LKGXAFQ7MY/resources 3/13

4/30/24. 3:52 PM
IPaC: Explore Location resources
2. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an office
of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
The following species are potentially affected by activities in this location:
Mammals
NAME
Tricolored Bat Perimyotis subflavus
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/10515
Birds
NAME
Red -cockaded Woodpecker Picoides borealis
STATUS
Proposed Endangered
STATUS
Endangered
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/7614 X);Iw
Reptiles .0
NAME STATUS
American Alligator Alligator mississippiensis SAT
Wherever found -�-p Ik
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/776
ects
NAME STATUS
Monarch Butterfly Danaus plexippus Candidate
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/9743
Flowering Plants
NAME STATUS
https://ipac.ecosphere.fws.gov/location/HUAPXH3A3BAOTCL2LKGXAFQ7MY/resources 4/13

4/30/24, 3:52 PM IPaC: Explore Location resources
Rough -leaved Loosestrife Lysimachia asperulaefolia Endangered
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/2747
Critical habitats
Potential effects to critical habitat(s) in this location must be analyzed along with the
endangered species themselves.
There are no critical habitats at this location.
You are still required to determine if your project(s) may have effects on
all above listed species.
Bald &Golden Eagles
- V11%,
1100
There are no documented cases of eagles being present at this location. However, if you
believe eagles may be using your site, please reach out to the local Fish and Wildlife Service
office.
Additional information can be found using the following links:
• Eagle Management https://www.fws.gQv//program/eagle-management
• Measures for avoiding and minimizing impacts to birds
s:7WTwww.fws.gov/library/collections/avoiding-and-minimizing-incidental-take-
igratory-birds
• Nationwide conservation measures for birds
https://www.fws.gov/sites/default/files/documents/nationwide-standard-conservation-
measures.pdf
• Supplemental Information for Migratory Birds and Eagles in IPaC
https://www.fws.gov/media/supplemental-information-migratory-birds-and-bald-and-
golden-eagles-may-occur-project-action
What does IPaC use to generate the potential presence of bald and golden eagles in my specified
location?
https://ipac.ecosphere.fws.gov/location/HUAPXH3A3BAOTCL2LKGXAFQ7MY/resources 5/13

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IPaC: Explore Location resources
The potential for eagle presence is derived from data provided by the Avian Knowledge Network (AKN),. The
AKN data is based on a growing collection of survey, banding, and citizen science datasets and is queried
and filtered to return a list of those birds reported as occurring in the 10km grid cell(s) which your project
intersects, and that have been identified as warranting special attention because they are a BCC species in
that area, an eagle (Eagle Act requirements may apply). To see a list of all birds potentially present in your
project area, please visit the Rapid Avian Information Locator (RAIL) Tool.
What does IPaC use to generate the probability of presence graphs of bald and golden eagles in my
specified location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC), and other
species that may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian Knowledge
Network (AKN).. The AKN data is based on a growing collection of survey., banding, and citizen science
datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid
cell(s) which your project intersects, and that have been identified as warranting special attention because
they are a BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a
particular vulnerability to offshore activities or development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area.
It is not representative of all birds that may occur in your project area. To get a list of all birds potentially
present in your project area, please visit the Rapid Avian Informati n Locate
What if I have eagles on my list? 4IN
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid violating
the Eagle Act should such impacts occur. Please contact your local Fish and Wildlife Service Field Office if
you have questions.
e -
.,0 (%P%k
Migratory birds
Certain birds are protected under the Migratory Bird Treaty Act' and the Bald and Golden
Eagle Protection Act2.
Any person or organization who plans or conducts activities that may result in impacts to
migratory birds, eagles, and their habitats3 should follow appropriate regulations and
consider implementing appropriate conservation measures, as described in the links below.
Specifically, please review the "Supplemental Information on Migratory Birds and Eagles".
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
Additional information can be found using the following links:
• Eagle Management https://www.fws.gov//program/eagle-management
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4/30/24. 3:52 PM
IPaC: Explore Location resources
• Measures for avoiding and minimizing impacts to birds
https://www.fws.gov/library/collections/avoiding-and-minimizing-incidental-take-
migratory-birds
• Nationwide conservation measures for birds https://www.fws.gov/sites/default/files/
documents/nationwide-standard-conservation-measures.pif
• Supplemental Information for Migratory Birds and Eagles in IPaC
https://www.fws.gov/media/supplemental-information-migratory-birds-and-bald-and-
golden-eagles-may-occur-project-action
The birds listed below are birds of particular concern either because they occur on the
USFWS Birds of Conservation Concern (BCC) list or warrant special attention in your
project location. To learn more about the levels of concern for birds on your list and how
this list is generated, see the FAQ below. This is not a list of every bird you may find in this
location, nor a guarantee that every bird on this list will be found in your project area. To see
exact locations of where birders and the general public have sighted birds in and around
your project area, visit the E-bird data mapping tool (Tip: enter your location, desired date
range and a species on your list). For projects that occur off the Atlantic Coast, additional
maps and models detailing the relative occurrence and abundance of bird species on your
list are available. Links to additional information about Atlantic Coast birds, and other
important information about your migratory bird list, including how to properly interpret and
use your migratory bird report, can be found bel vapor
For guidance on when to schedule activities or implement avoidance and minimization
measures to reduce impacts to migratory birds on your list, see the PROBABILITY OF
PRESENCE SUMMARY below to see when these birds are most likely to be present and
breeding in your project area
NAME BREEDING SEASON
Brown -headed Nuthatch Sitta pusilla Breeds Marl to jul 15
This is a Bird of Conservation Concern (BCC) only in particular
Bird Conservation Regions (BCRs) in the continental USA
Chimney Swift Chaetura pelagica Breeds Mar 15 to Aug 25
This is a Bird of Conservation Concern (BCC) throughout its
range in the continental USA and Alaska.
Prothonotary Warbler Protonotaria citrea Breeds Apr 1 to Jul 31
This is a Bird of Conservation Concern (BCC) throughout its
range in the continental USA and Alaska.
Rusty Blackbird Euphagus carolinus Breeds elsewhere
This is a Bird of Conservation Concern (BCC) only in particular
Bird Conservation Regions (BCRs) in the continental USA
https://ipac.ecosphere.fws.gov/location/HUAPXH3A3BAOTCL2LKGXAFQ7MY/resources 7/13

4/30/24, 3:52 PM IPaC: Explore Location resources
Southeastern American Kestrel Falco sparverius paulus Breeds Apr 1 to Aug 31
This is a Bird of Conservation Concern (BCC) only in particular
Bird Conservation Regions (BCRs) in the continental USA
https://ecos.fws.gov/ecp/species/4076
Probability of Presence Summary
The graphs below provide our best understanding of when birds of concern are most likely
to be present in your project area. This information can be used to tailor and schedule your
project activities to avoid or minimize impacts to birds. Please make sure you read
"Supplemental Information on Migratory Birds and Eagles", specifically the FAQ section titled
"Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting to
interpret this report.
Probability of Presence (■)
.nN
Each green bar represents the bird's relative probability of presence in the 10km grid cell(s)
your project overlaps during a particular week of the year. (A year is represented as 12 4-
week months.) A taller bar indicates a higher probability of species presence. The survey
effort (see below) can be used to establish a level of confidence in the presence score. One
can have higher confidence in the presence score if the corresponding survey effort is also
high.
How is the probability of presence score calculated? The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in
the week where the species was detected divided by the total number of survey events
for that week. For example, if in week 12 there were 20 survey events and the Spotted
Towhee was found in 5 of them, the probability of presence of the Spotted Towhee in
week 12 is 0.25.
2. To properly present the pattern of presence across the year, the relative probability of
presence is calculated. This is the probability of presence divided by the maximum
probability of presence across all weeks. For example, imagine the probability of presence
in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week
12 (0.25) is the maximum of any week of the year. The relative probability of presence on
week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2.
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the
probability of presence score.
To see a bar's probability of presence score, simply hover your mouse cursor over the bar.
Breeding Season( )
Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds
across its entire range. If there are no yellow bars shown for a bird, it does not breed in your
project area.
https://ipac.ecosphere.fws.gov/location/HUAPXH3A3BAOTCL2LKGXAFQ7MY/resources 8/13

4/30/24. 3:52 PM
IPaC: Explore Location resources
Survey Effort ( )
Vertical black lines superimposed on probability of presence bars indicate the number of
surveys performed for that species in the 10km grid cell(s) your project area overlaps. The
number of surveys is expressed as a range, for example, 33 to 64 surveys.
To see a bar's survey effort range, simply hover your mouse cursor over the bar.
No Data ( )
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information. The exception to this is areas off the Atlantic coast, where bird returns are
based on all years of available data, since data in these areas is currently much more sparse.
SPECIES
Brown -headed
Nuthatch
BCC - BCR
m probability of presence breeding season I survey effort no data
]AN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
lill lill IIV
Chimney Swift .+� —�++ lill
BCC Rangewide
(CON) -dft
X I I— __
tM4 I
Prothonotary — i __++ _—+— li ""'
Warbler
BCC Rangewide
(CON)
Rusty Blackbird + - — — — — — — — — — — — — — -
BCC -BCR
Southeastern
American
Kestrel
BCC - BCR
Tell me more about conservation measures I can implement to avoid or minimize impacts to migratory
birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize impacts to all
birds at any location year round. Implementation of these measures is particularly important when birds
are most likely to occur in the project area. When birds may be breeding in the area, identifying the
locations of any active nests and avoiding their destruction is a very helpful impact minimization measure.
To see when birds are most likely to occur and be breeding in your project area, view the Probability of
Presence Summary. Additional measures or permits may be advisable depending on the type of activity
you are conducting and the type of infrastructure or bird species present on your project site.
What does IPaC use to generate the list of migratory birds that potentially occur in my specified
location?
https://ipac.ecosphere.fws.gov/location/HUAPXH3A3BAOTCL2LKGXAFQ7MY/resources 9/13

4/30/24. 3:52 PM
IPaC: Explore Location resources
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern (BCC) and other
species that may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian Knowledge
Network (AKN),. The AKN data is based on a growing collection of survey., banding, and citizen science
datasets and is queried and filtered to return a list of those birds reported as occurring in the 10km grid
cell(s) which your project intersects, and that have been identified as warranting special attention because
they are a BCC species in that area, an eagle (Eagle Act requirements may apply), or a species that has a
particular vulnerability to offshore activities or development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your project area.
It is not representative of all birds that may occur in your project area. To get a list of all birds potentially
present in your project area, please visit the Rapid Avian Information Locator (RAIL) Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds potentially
occurring in my specified location?
The probability of presence graphs associated with your migratory bird list are based on data provided by
the Avian Knowledge Network (AKN). This data is derived from a growing collection of ,: rvey., banding, and
citizen science datasets.
Probability of presence data is continuously being updated as new and better information becomes
available. To learn more about how the probability of presence graphs are produced and how to interpret
them, go the Probability of Presence Summary and then click on the "Tell me about these graphs" link.
How do I know if a bird is breeding, wintering or migrating in my area?
To see what part of a particular bird's range your project area falls within (i.e. breeding, wintering,
migrating or year-round), you may query your location using the RAIL Tool and look at the range maps
provided for birds in your area at the bottom of the profiles provided for each bird in your results. If a bird
on your migratory bird species list has a breeding season associated with it, if that bird does occur in your
project area, there may be nests present at some point within the timeframe specified. If "Breeds
elsewhere" is indicated, then the bird likely does not breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. "BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern throughout their
range anywhere within the USA (including Hawaii, the Pacific Islands, Puerto Rico, and the Virgin
Islands);
2. "BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation Regions (BCRs) in
the continental USA; and
3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on your list either
because of the Eagle Act requirements (for eagles) or (for non -eagles) potential susceptibilities in
offshore areas from certain types of development or activities (e.g. offshore energy development or
longline fishing).
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made, in
particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC species of
rangewide concern. For more information on conservation measures you can implement to help avoid and
minimize migratory bird impacts and requirements for eagles, please see the FAQs for these topics.
https://ipac.ecosphere.fws.gov/location/HUAPXH3A3BAOTCL2LKGXAFQ7MY/resources 10/13

4/30/24, 3:52 PM IPaC: Explore Location resources
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species and
groups of bird species within your project area off the Atlantic Coast, please visit the Northeast Ocean Data
Portal. The Portal also offers data and information about other taxa besides birds that may be helpful to
you in your project review. Alternately, you may download the bird model results files underlying the portal
maps through the NOAA NCCOS Integrative Statistical Modeling and Predictive Mapping of Marine Bird
Distributions and Abundance on the Atlantic Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use throughout the
year, including migration. Models relying on survey data may not include this information. For additional
information on marine bird tracking data, see the Diving Bird Study and the nanotag studies or contact
Caleb Spiegel or Pam Loring.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid vidi � g
the Eagle Act should such impacts occur. !
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of birds of
priority concern. To learn more about how your list is generated, and see options for identifying what other
birds may be in your project area, please see the FAQ "What does IPaC use to generate the migratory birds
potentially occurring in my specified location". Please be aware this report provides the "probability of
presence" of birds within the 10 km grid cell(s) that overlap your project; not your exact project footprint.
On the graphs provided, please also look carefully at the survey effort (indicated by the black vertical bar)
and for the existence of the "no data" indicator (a red horizontal bar). A high survey effort is the key
component. If the survey effort is high, then the probability of presence score can be viewed as more
dependable. In contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack
of certainty about presence of the species. This list is not perfect; it is simply a starting point for identifying
what birds of concern have the potential to be in your project area, when they might be there, and if they
might be breeding (which means nests might be present). The list helps you know what to look for to
confirm presence, and helps guide you in knowing when to implement conservation measures to avoid or
minimize potential impacts from your project activities, should presence be confirmed. To learn more
about conservation measures, visit the FAQ "Tell me about conservation measures I can implement to
avoid or minimize impacts to migratory birds" at the bottom of your migratory bird trust resources page.
Facilities
National Wildlife Refuge lands
Any activity proposed on lands managed by the National Wildlife Refuge system must
undergo a 'Compatibility Determination' conducted by the Refuge. Please contact the
individual Refuges to discuss any questions or concerns.
https://ipac.ecosphere.fws.gov/location/HUAPXH3A3BAOTCL2LKGXAFQ7MY/resources 11/13

4/30/24, 3:52 PM IPaC: Explore Location resources
There are no refuge lands at this location.
Fish hatcheries
There are no fish hatcheries at this location.
Wetlands in the National Wetlands Inventory
(NWI) n\A*
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under
Section 404 of the Clean Water Act, or other State/Federal statutes. < %X %
For more information please contact the Regulatory Program of the local U.S. Army Corps of
Engineers District. .1 J
Wetland information is not available at this time
This can happen when the National Wetlands Inventory (NWI) map service is unavailable, or
for very large projects that intersect many wetland areas. Try again, or visit the NWI map to
view wetlands at this location.
Data limitations "<
The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level
information on the location, type and size of these resources. The maps are prepared from the analysis of
high altitude imagery. Wetlands are identified based on vegetation, visible hydrology and geography. A
margin of error is inherent in the use of imagery; thus, detailed on -the -ground inspection of any particular
site may result in revision of the wetland boundaries or classification established through image analysis.
The accuracy of image interpretation depends on the quality of the imagery, the experience of the image
analysts, the amount and quality of the collateral data and the amount of ground truth verification work
conducted. Metadata should be consulted to determine the date of the source imagery used and any
mapping problems.
Wetlands or other mapped features may have changed since the date of the imagery or field work. There
may be occasional differences in polygon boundaries or classifications between the information depicted
on the map and the actual conditions on site.
Data exclusions
https://ipac.ecosphere.fws.gov/location/HUAPXH3A3BAOTCL2LKGXAFQ7MY/resources 12/13

4/30/24. 3:52 PM
IPaC: Explore Location resources
Certain wetland habitats are excluded from the National mapping program because of the limitations of
aerial imagery as the primary data source used to detect wetlands. These habitats include seagrasses or
submerged aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and
nearshore coastal waters. Some deepwater reef communities (coral or tuberficid worm reefs) have also
been excluded from the inventory. These habitats, because of their depth, go undetected by aerial
imagery.
Data precautions
Federal, state, and local regulatory agencies with jurisdiction over wetlands may define and describe
wetlands in a different manner than that used in this inventory. There is no attempt, in either the design or
products of this inventory, to define the limits of proprietary jurisdiction of any Federal, state, or local
government or to establish the geographical scope of the regulatory programs of government agencies.
Persons intending to engage in activities involving modifications within or adjacent to wetland areas should
seek the advice of appropriate Federal, state, or local agencies concerning specified agency regulatory
programs and proprietary jurisdictions that may affect such activities.
.0
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https://ipac.ecosphere.fws.gov/location/HUAPXH3A3BAOTCL2LKGXAFQ7MY/resources 13/13

::WithersRavenel
Our People. Your Success.
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CONSTRUCTION DRAWINGS

PERMITTING PLANS
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ENGINEER OF RECORD
David Perry, PE, CFM
WithersRavenel
919-469-3340
[e-mail]
XA/EST PEARSALL STREET
SURVEY BENCHMARK
BENCHMARK IS LOCAL TO SITE.
SEE SHEET C1.00 FOR BENCHMARK INFORMATION.
VERTICAL DATUM BASED ON NAVD 88. CULVERT REPLACEMENT
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CITY OF DUNN
Steven Neuschafer
City Manager
401 E. Broad St.
Dunn, NC 28334
[phone]
CONTACT LIST:
PIEDMONT GAS (DUKE)
Linda Scharf -Byers
800-653-5307
[e-mail]
WEST PEARSALL STREET , DUNN, NC 28334 HARNETT COUNTY
APRIL 2$ 2024
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Manuel Lopez • ®
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800-653-5307
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C0.00 COVER
C0.01 GENERAL NOTES
C1.00 EXISTING CONDITIONS & DEMOLITION
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C4.02 UTILITY RELOCATION DETAILS
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S1.0 PRELIMINARY GENERAL DRAWING FOR BRIDGE
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S1.1 PRELIMINARY GENERAL DRAWING FOR BRIDGE
OVER JUNIPER CREEK
1
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AL
DANGER
Overhead Electrical
Power Lines
PERMITTING PLANS
WEST PEARSALL STREET
CULVERT REPLACEMENT
WR PROJECT NO. 23-0017-007
INITIAL PLAN DATE: 04/22/2024
CITY C
DUNN
NORTH CARULI NA
•

WORKING HOURS:
DRAINAGE STRUCTURES:
IN ACCORDANCE WITH THE TOWN REQUIREMENTS, REGULAR WORKING HOURS
GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS DIRECTED
THE CONTRACTOR SHALL SAWCUT EXISTING ASPHALT AND/OR CONCRETE
SHALL BE FROM 7:00 A.M. TO 7:00 P.M. MONDAY THROUGH SATURDAY. EXCEPT
BY THE ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN
SURFACES PRIOR TO REMOVAL UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
IN CASES OF EMERGENCY, OR AS OTHERWISE PERMITTED BY THE OWNER. NO
CONDITIONS. STATIONS, OFFSETS AND ELEVATIONS REFER TO THE CENTER OF
SAW CUT WIDTH SHALL BE 1 FOOT MINIMUM FROM THE EXISTING EDGE OF
NIGHT WORK OR WORK ON SUNDAYS OR HOLIDAYS SHALL BE ALLOWED.
DROP INLETS, MANHOLES AND JUNCTION BOXES, AND THE MIDPOINT OF THE LIP
PAVEMENT. SAW CUT PAVEMENT SHALL BE REPLACED AS WELL AS ADDITIONAL
EXCEPTIONS TO THESE HOURS MAY BE GRANTED UPON APPROVAL BY THE
FOR CATCH BASINS. PIPE AND BOX CULVERT LENGTHS ARE REPORTED IN THE
PAVEMENT REQUIRED TO TIE-IN TO FACE OF PROPOSED CURB AND GUTTER.
OWNER OR ITS AUTHORIZED REPRESENTATIVE. THE CONTRACTOR SHALL BE
CONSTRUCTION DOCUMENTS FROM CENTER OF STRUCTURE TO CENTER OF
MADE SAFE FOR ANY PERSONS WHO ARE ON -SITE AFTER HOURS. THE
STRUCTURE, INCLUDING TRANSITIONS, HORIZONTAL AND VERTICAL BENDS. ALL
TRAFFIC CONTROL:
CONTRACTOR SHALL MAKE SURE ALL TRENCHES AND EXCAVATED AREAS ARE
PIPES SHALL BE RCP CLASS III, UNLESS OTHERWISE NOTED.
COMPLETELY BACKFILLED DURING NON -WORKING HOURS. THE CONTRACTOR,
THEIR EMPLOYEES, SUBCONTRACTORS, AND SUPPLIERS SHALL BE COURTEOUS
ALL TRAFFIC CONTROL DEVICES AND PROCEDURES SHALL BE IN ACCORDANCE
AND RESPECTFUL TO THE PUBLIC AT ALL TIMES DURING THE PROJECT. CURSING
WEEP HOLES ARE TO BE CONSTRUCTED AS DIRECTED BY THE ENGINEER. IF
WITH THE CURRENT EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL
OR FOUL LANGUAGE IS NOT PERMITTED AND WILL NOT BE TOLERATED.
REQUIRED, WEEP HOLES ARE TO BE CONSTRUCTED IN THE BOTTOM 3 OF THE
DEVICES FOR STREETS AND HIGHWAYS (MUTCD), THE NORTH CAROLINA
STRUCTURE. ATTACH HARDWARE CLOTH (ALUMINUM OR GALVANIZED STEEL NO.
DEPARTMENT OF TRANSPORTATION (NCDOT) SUPPLEMENT TO THE MUTCD, THE
USE OF STREETS AND SIDEWALKS:
4 WIRE REINFORCEMENT) TO THE OUTSIDE OF THE STRUCTURE WITH HEAVY
NCDOT ROADWAY STANDARD DRAWINGS, THE CURRENT EDITION OF THE
DUTY CONSTRUCTION ADHESIVE OVER THE WEEP HOLE. PLACE A POROUS
NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, AND THE
DURING THE PROGRESS OF THE WORK, THE CONTRACTOR SHALL MAKE AMPLE
FABRIC BAG FILLED WITH ONE CUBIC FOOT OF NO. 78M STONE AT EACH WEEP
TRAFFIC CONTROL PLANS ON SHEETS C5.00 THROUGH C5.01.
PROVISION FOR BOTH VEHICULAR AND FOOT TRAFFIC ON THE ADJACENT
HOLE AGAINST THE HARDWARE CLOTH. THERE WILL BE NO SEPARATE PAYMENT
PUBLIC ROAD AND SIDEWALKS, AND SHALL INDEMNIFY AND SAVE THE TOWN
FOR THIS WORK.
DETOUR PLANS SHOWN ON TRAFFIC CONTROL SHEETS MAY BE AMENDED
FROM ANY EXPENSE WHATSOEVER DUE TO ITS OPERATIONS OVER ROADS AND
DURING CONSTRUCTION TO ACCOUNT FOR UNFORESEEN CIRCUMSTANCES.
SIDEWALKS. THE CONTRACTOR SHALL NOTIFY THE POLICE DEPARTMENT, FIRE
UTILITIES:
DEPARTMENT, EMERGENCY MEDICAL SERVICES, SCHOOL OFFICIALS AND ANY
OTHER GROUPS AFFECTED BY USE OF STREETS AND SIDEWALKS. NO
ENVIRONMENTAL PERMITTING:
UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY. THE CITY WILL
NON -RUBBER TIRED VEHICLES SHALL BE MOVED ON PUBLIC STREETS.
NOT BE HELD RESPONSIBLE FOR THE ACCURACY OF UTILITY LOCATIONS, SIZES,
EXCEPTIONS MAY BE GRANTED BY THE OWNER WHERE SHORT DISTANCES AND
401/404 JURISDICTIONAL AREA(S) HAVE BEEN PERMITTED UNDER NATIONWIDE
SPECIAL CIRCUMSTANCES ARE INVOLVED. GRANTING OF EXCEPTIONS MUST BE
DEPTHS, OR FOR COMPLETENESS OF UTILITY INFORMATION.
PERMITS #3 &#13 AND GENERAL CERTIFICATIONS 4132 &4134. THE
IN WRITING AND ANY RESULTING DAMAGE MUST BE REPAIRED TO THE
CONTRACTOR SHALL FOLLOW ALL APPLICABLE PERMIT REQUIREMENTS.
SATISFACTION OF THE OWNER. ALL PAVEMENT DAMAGED DURING
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY AND MEET WITH
CONSTRUCTION SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER.
ALL UTILITIES AFFECTED TO DETERMINE UTILITY LOCATIONS. THE CONTRACTOR
THE DISCHARGE OF STORMWATER POLLUTANTS TO THE STORM WATER SYSTEM
SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY HIS OPERATIONS OR
OR WATER BODIES IS PROHIBITED.
NOISE CONTROL:
THOSE OF HIS AGENTS. THE CONTRACTOR SHALL HOLD THE CITY HARMLESS FOR
ANY THIRD -PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR
THE MOVEMENT AND USE OF MACHINERY AND EQUIPMENT AND THE HANDLING
THAT OF HIS AGENTS. ANY DAMAGES INCURRED SHALL BE THE CONTRACTORS
NOTICE TO CONTRACTOR:
OF MATERIALS AND CONDUCT OF THE WORK SHALL BE SUCH AS TO AVOID AND
FINANCIAL RESPONSIBILITY.
ELIMINATE UNNECESSARY NOISE, DIRT AND DUST.
1. THE CONTRACTOR SHALL FIELD VERIFY THE ONSITE TEMPORARY
AS NEEDED, THE CONTRACTOR SHALL ADJUST/RELOCATE THE SANITARY SEWER
BENCHMARK WITH EXISTING ELEVATIONS. THE CONTRACTOR SHALL
WHERE PRACTICAL AND FEASIBLE, CONSTRUCTION SITES SHALL BE CONFIGURED
AND WATER LINES ONLY. ALL OTHER ADJUSTMENTS/RELOCATIONS WILL BE
IMMEDIATELY CONTACT WITHERSRAVENEL IF ANY DISCREPANCIES ARE
TO MINIMIZE BACK-UP ALARM NOISE, FOR EXAMPLE, CONSTRUCTION SITE
PERFORMED BY THE VARIOUS UTILITY OWNERS. THE CONTRACTOR SHALL
FOUND IN ELEVATIONS SHOWN.
ACCESS SHOULD BE DESIGNED SUCH THAT DELIVERY TRUCKS MOVE THROUGH
COORDINATE WORK WITH UTILITY OWNERS SO AS NOT TO ADVERSELY AFFECT
THE SITE IN A CIRCULAR MANNER WITHOUT THE NEED TO BACK UP.
THE PROJECT SCHEDULE. THE CITY WILL NOT BE HELD RESPONSIBLE FOR ANY
2. PRIOR TO CONSTRUCTION, DIGGING, OR EXCAVATION THE CONTRACTOR IS
DELAYS OR DISRUPTIONS TO THE WORK SCHEDULE OF OTHER UTILITY OWNERS.
RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES (PUBLIC OR
ALL MOTORIZED CONSTRUCTION EQUIPMENT WILL BE EQUIPPED WITH PROPER
THE CONTRACTOR SHALL STAY A MINIMUM OF 5 FEET AWAY FROM ALL UTILITY
PRIVATE) THAT MAY EXIST AND CROSS THROUGH THE AREA(S) OF
EMISSION CONTROL EQUIPMENT, MUFFLERS, AND INTAKE SILENCERS AS
POLES.
CONSTRUCTION, WHETHER INDICATED ON THE PLANS OR NOT. CALL "811" A
APPROPRIATE TO MINIMIZE NOISE AND AIR POLLUTION. EQUIPMENT SHALL BE
MINIMUM OF 72 HOURS PRIOR TO DIGGING OR EXCAVATING. REPAIRS TO
CHECKED FOR PROPER TUNING TO MINIMIZE EXHAUST EMISSIONS AND NOISE.
. FOR UTILITY LOCATES CALL NORTH CAROLINA ONE -CALL: 1-800-632-4949.
ANY UTILITY DAMAGED RESULTING FROM CONSTRUCTION ACTIVITIES SHALL
THE USE OF IMPACT PILE DRIVERS SHALL BE PROHIBITED DURING EVENING AND
0 WARNING: OVERHEAD UTILITIES. UNLESS OTHERWISE NOTED FOR
BE THE RESPONSIBILITY OF THE CONTRACTOR.
NIGHTTIME HOURS. ALL JACKHAMMERS AND PAVEMENT BREAKERS USED ON
THE CONSTRUCTION SITE SHALL BE FITTED WITH MANUFACTURER'S APPROVED
RELOCATION, THE CONTRACTOR IS TO WORK UNDER ALL EXISTING
OVERHEAD UTILITIES.
3. NO MATERIALS OR EQUIPMENT SHALL BE STORED IN THE FEMA
EXHAUST MUFFLERS. THE USE OF PNEUMATIC IMPACT EQUIPMENT (I.E.
FLOODPLAIN. THE ENTIRE LIMITS OF DISTURBANCE IS IN THE FEMA
PAVEMENT BREAKERS, JACKHAMMERS) SHALL BE PROHIBITED WITHIN 200 FEET
FLOODPLAIN.
OF A NOISE -SENSITIVE LOCATION DURING NIGHTTIME HOURS.
THE CONTRACTOR SHALL ADJUST ALL WATER VALVES, WATER METER BOXES
AND WATER VAULTS TO FINISHED GRADE. WATER METERS LOCATED IN
THE LOCAL POWER GRID SHALL BE USED WHEREVER FEASIBLE TO LIMIT
SIDEWALKS OR CONCRETE DRIVEWAYS SHALL BE INSTALLED WITHIN CONCRETE
STANDARDS:
GENERATOR NOISE. NO GENERATORS LARGER THAN REQUIRED FOR THE WORK
BOXES.
SHALL BE USED AND, WHERE A GENERATOR IS NECESSARY, IT SHALL HAVE A
THE STANDARDS CONTAINED ON THE PLANS AND SPECIFICATIONS AND THE
MAXIMUM NOISE MUFFLING CAPACITY.
GAS LINES WILL BE PROTECTED BY THE CONTRACTOR DURING CONSTRUCTION.
LATEST VERSIONS THERETO ARE APPLICABLE TO THIS PROJECT AND BY
COORDINATE WORK WITH PIEDMONT NATURAL GAS. THE CONTRACTOR SHALL
REFERENCE ARE CONSIDERED A PART OF THESE PLANS. NCDOT ROADWAY
ACCESSIBILITY TO PRIVATE PROPERTY:
CONTACT PIEDMONT NATURAL GAS AT LEAST TWO WEEKS PRIOR TO
STANDARDS AND THE LATEST CITY OF DUNN CONSTRUCTION STANDARDS
CONSTRUCTION.
SHALL BE USED.
ACCESS TO ALL PRIVATE PROPERTY, INCLUDING BUSINESSES AND RESIDENCES,
WITHIN AND OUTSIDE THE PROJECT LIMITS SHALL BE MAINTAINED AT ALL TIMES.
THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST 24 HOURS PRIOR TO
ANY EXCAVATION OR CONSTRUCTION THAT WILL TEMPORARILY BLOCK ACCESS
TO ANY BUILDING ENTRANCE FOR ANY PERIOD OF TIME. ANY TEMPORARY
RESTRICTION OF BUILDING ACCESS WILL NOT BE ALLOWED UNTIL PERMISSION IS
GRANTED BY THE ENGINEER. THE CONTRACTOR SHALL PROVIDE AT LEAST 24
HOURS NOTICE TO THE OWNERS AND OCCUPANTS OF ANY BUSINESSES OR
RESIDENCES THAT ARE AFFECTED BY ANY TEMPORARY BLOCK OF ACCESS. ANY
COSTS ASSOCIATED WITH PROVIDING ACCESS SHALL BE INCLUDED IN THE
PRICES BID FOR OTHER ITEMS. NO SEPARATE PAYMENT WILL BE MADE.
PRESERVATION OF PROPERTY:
CONTRACTOR SHALL USE EXTREME CARE DURING CONSTRUCTION AND SHALL
NOT DAMAGE OR DISTURB ANY EXISTING ITEMS NOT DESIGNATED FOR
MODIFICATION OR REMOVAL. ANY ITEM DAMAGED OR DESTROYED SHALL BE
REPLACED IN KIND AT THE CONTRACTOR'S EXPENSE. ANY ITEM DISTURBED OR
IN CONFLICT WITH THE WORK TO BE PERFORMED SHALL BE REMOVED AND
RESET AT THE ENGINEER'S DIRECTION AND AT THE CONTRACTOR'S EXPENSE.
SURVEY NOTES:
1. THE FOLLOWING INFORMATION WAS USED FOR THE EXISTING SURVEY:
a. COORDINATE SYSTEM: NORTH CAROLINA STATE PLANE FOOT
b. PROJECT HORIZONTAL DATUM: NAD 83/2011
c. VERTICAL DATUM: NAVD 88
d. COORDINATE UNITS: US SURVEY FEET
e. VERTICAL UNITS: US SURVEY FEET
2. PROPERTY BOUNDARY SHOWN AS PROVIDED BY BENJAMIN DAYTON, PLS,
DATED 4/11/2023.
3. TOPOGRAPHIC SURVEY SHOWN AS PROVIDED BY BENJAMIN DAYTON, PLS,
DATED 4/11/2023.
4. PROJECT AREA DOES FALL WITHIN FEMA FLOODPLAIN PER FEMA FIRM
3720150600J, EFFECTIVE DATE 10/03/2006.
5. NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE
FOLLOWING: UNDERGROUND STORAGE FACILITIES, UNDERGROUND
UTILITIES, GRAVES, CEMETERIES, BURIAL GROUNDS, HAZARDOUS WASTE
DEPOSITS OR MATERIALS.
6. THE UNDERGROUND UTILITIES SHOWN HEREON WERE MARKED BY
WITHERSRAVENEL ON 4/11/2023 AND THOSE MARKS WERE FIELD LOCATED
BY WITHERSRAVENEL ON 4/11/2023. THE ACCURACY OF THE FIELD MARKED
UNDERGROUND UTILITIES IS ± 18 INCHES, UNLESS OTHERWISE INDICATED.
THE DEPTH OF THESE UTILITIES IS UNKNOWN, UNLESS OTHERWISE
INDICATED.
EXISTING SANITARY SEWER AND WATER LINE:
THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY
SEWERS AND WATER LINES. SHOULD THE CONTRACTOR DAMAGE EXISTING
SEWER OR WATER LINES, HE SHALL IMMEDIATELY REPLACE THE LINE AT HIS
EXPENSE WITH DUCTILE IRON PIPE. THE CONTRACTOR SHALL REPLACE SANITARY
SEWER AND/OR WATER LINE, WITH A MINIMUM TEN FOOT SECTION OF DUCTILE
IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN TWO FEET OF SAID LINES,
VERTICALLY OR HORIZONTALLY.
BY-PASS PUMPING OPERATIONS:
A. ESTABLISH EQUIPMENT ON SITE ALONG WITH NECESSARY FUEL AND
INCIDENTALS TO OPERATE.
B. MODIFY EXISTING PAVING ONLY AS NECESSARY AND REPAIR ACCORDING TO
APPLICABLE STANDARD IMMEDIATELY ONCE OPERATIONS ARE COMPLETE.
C. PROVIDE BY-PASS FOR SANITARY SEWER FLOWS UNTIL NEWLY
CONSTRUCTED PIPE IS APPROVED FOR OPERATION BY THE OPERATING
AUTHORITY.
SUBSURFACE PLANS:
GEOTECHNICAL INVESTIGATION REPORT PREPARED BY ECS SOUTHEAST LLP ON
04/11/2024. THE CONTRACTOR MAY MAKE HIS OWN INVESTIGATION TO
DETERMINE SUBSURFACE CONDITIONS.
TREES, SHRUBS, AND HEDGES:
THE CONTRACTOR SHALL REMOVE TREES, SHRUBS, AND HEDGES WITHIN THE
LIMITS OF DISTURBANCE UNLESS SHOWN ON THE PLANS TO BE PROTECTED AND
THOSE THAT FALL WITHIN THE TREE PROTECTION BARRIERS. WHEN ROOT
PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER OR
OTHER APPROVED METHOD.
FOLLOWING CONSTRUCTION STAKING THE PROJECT TEAM (CONTRACTOR, CITY
INSPECTOR, AND CONSULTANT, IF APPLICABLE) WILL HOLD AN ON -SITE MEETING
TO ENSURE THE LIMITS OF DISTURBANCE AND THAT TREES PROPOSED FOR
PROTECTION ARE CLEARLY IDENTIFIED. THE TEAM WILL WALK THE PROJECT
AREA AND AGREE ON THE TREES TO BE PROTECTED AND THOSE TO REMOVE,
DISCUSS PROPOSED CONSTRUCTION ACTIVITIES, AND IDENTIFY ANY
ADDITIONAL TREES TO PROTECT THAT WERE NOT ORIGINALLY MARKED AS
SUCH. THE CONTRACTOR WILL BE GIVEN APPROVAL FOR TREE REMOVAL AFTER
APPROPRIATE TREE PROTECTION HAS BEEN INSTALLED AND BEFORE ANY
CLEARING OR REMOVAL CAN BEGIN.
THERE WILL BE NO ADDITIONAL PAYMENT FOR TREE PROTECTION INSTALLED
AROUND ADDITIONAL TREES IDENTIFIED FOR PROTECTION.
7. SURVEY CONTROL POINTS PROVIDED IN NC STATE PLANE COORDINATES. THE CONTRACTOR ASSUMES RESPONSIBILITY FOR "IN -KIND" REPLACEMENT OF
ALL PROPOSED COORDINATES ARE GROUND COORDINATES. THE TREES DAMAGED THAT HAVE BEEN MARKED FOR PROTECTION OR NOT MARKED
CONTRACTOR'S SURVEYOR IS RESPONSIBLE FOR ANY CONVERSIONS NEEDED FOR REMOVAL.
FOR THE STAKEOUT OF THE PROPOSED GROUND COORDINATES SHOWN.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING ADDITIONAL
CONTROLS THAT MAY BE NEEDED THROUGHOUT THE PROJECT. STRUCTURES INCLUDING STORM DRAIN PIPE, STORM STRUCTURES, SEWER PIPE
AND RETAINING WALLS SHALL HAVE A TOLERANCE OF ±0.10 FEET. STRUCTURES
INCLUDING RISERS, WEIRS, AND ORIFICES, SHALL HAVE A TOLERANCE OF ±0.05
FEET.
EROSION CONTROL:
LEGEND
(UNLESS OTHERWISE DENOTED)
DESCRIPTION
EXISTING
PROPOSED
DESCRIPTION
EXISTING
PROPOSED
V CONTOUR INTERVAL
-
WOODS LINE
N/A
5' CONTOUR INTERVAL
- —
WATERWAYS
N/A
PROPERTY LINE
-------
— —
TREE PROTECTION FENCE
N/A
TP
ROADWAY CENTERLINE
—
- -
SILT FENCE
N/A_SF
RIGHT OF WAY LIMITS
N/A
SPOT ELEVATION
(340.17)
CL
339.92
EP
EASEMENT LINE
— — —
— — —
CURB & GUTTER
- - - - - - - - -
GUY ANCHOR
N/A
EDGE OF PAVEMENT
POWER POLE
COO
N/A
SANITARY SEWER FACILITIES
ss
ass
LIGHT POLE
0
N/A
STORM SEWER FACILITIES
-
-MIDW
PROPERTY IRON
o
N/A
WATERLINE
W W
W W
CATCH BASIN
El
FIRE HYDRANT ASSEMBLY
4—m-
�►�
STORM DRAIN JUNCTION BOX
O
N/A
FORCE MAIN
FM
FM
YARD INLET
®
N/A
ELECTRIC
E
N/A
WATER METER
RBI
N/A
OVERHEAD ELECTRIC
OHE
N/A
CONCRETE MONUMENT
O
N/A
GAS MAIN
N/A
TELEPHONE PEDESTAL
N/A
®
TELEPHONE
T
N/A
MAIL BOX
@
N/A
MB
STRUCTURES
- — — — — — — — -
WATER VALVE
A
►�
FENCING STRUCTURE
"" "" "" XX
❑ ❑
CHECK DAM
N/A
TELEVISION PEDESTAL
o
N/A
INLET PROTECTION
N/A
WATER MANHOLE
©
N/A
SILT FENCE OUTLET
N/A
II
TELEPHONE MANHOLE
p
N/A
PERMANENT SEEDING
N/A
PS
FLARED END SECTION
®
N/A
PROPOSED TEMPORARY EASEMENT
N/A
TEE
SANITARY SEWER MANHOLE
®
N/A
PROPOSED DRAINAGE EASEMENT
N/A
POE
GAS VALVE
N/A
UTILITY MANHOLE
p
N/A
ELECTRICAL PEDESTAL
m
N/A
SIGN
N/A
FIBER OPTIC MARKER
o
N/A
THE CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL DEVICES
IN ACCORDANCE WITH THE APPROPRIATE CITY AND STATE EROSION AND
SEDIMENT CONTROL ORDINANCES OR APPLICABLE PERMIT DOCUMENT. THE
CONTRACTOR SHALL PREVENT STANDING WATER DUE TO CONSTRUCTION.
DISTURBED AREA (0.66 ACRES) SHALL BE SEEDED AND MULCHED AT THE 1
DIRECTION OF THE ENGINEER. THE CONTRACTOR SHALL FOLLOW THE EROSION
CONTROL MEASURES SHOWN ON SHEETS C5.00-05.02.
Knowwhaft below
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/ \ \ G\Oyu \ \ — li, �'Cp�\ 0 SLIDE 190-A 4�' CREPE Qo� �o Oj / / // / / / / / `r 190
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TOP: 188 86.60' �� \ \ \ \ / / / / / } DB 617, PG 330
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ABANDON OR REMOVE WATERLINE O 'yF '11, <00 NAD 83(2011)
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PROPOSED 6' HIGH GABION WALLS vp r TOP OF WALL ELEV.: 187.84—
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NOTES:
1. FOR EXACT BRIDGE DIMENSIONS SEE
STRUCTURAL SHEETS (S1.0 & S1.1)
2. FOR EXACT PROPOSED SEWER &
WATER ELEVATIONS SEE UTILITY
SHEETS (C4.00)
3. CONTRACTOR SHALL FILL BENEATH
PROPOSED BRIDGETO CHANNEL
INVERTS SHOWN WITH IN -SITU SOIL
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INITIAL PLAN DATE: 04/22/2024
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PROPOSED 225 SY OF FULL DEPTH PAVEMENT
PER COD STD. DETAIL 300.02 SUBSTITUTING
BASE COURSE 1325.013 ASPHALT FOR ABC OVER " I
CONCRETE APPROACHES AND BRIDGE DECKING)
REID WILLIAMS
DB 4159, PG 1553
PIN No. 1516-38-2230
900 W. PEARSALL STREET
1 45' CITY OF DUNN DRAINAGE EASEMENT per PC F,
SLIDE 190-A 1 °''D
BRICK LANDSCAPE DCB 202
EDGING STD DETAIL SW-10.02 -�c
RIM: 188.62".
1 INV. OUT: 184.50' ()
w LAMP POST INV: 182.91'
> PROPOSED 13 LF OF BRICK LANDSCAPE
M RESIDENTIAL DRIVEWAY EDGING\ / I�� INV: 182.9Lu. l
-- --- ___ ___ APRON AND 18LFOF L�1
— 30" CURB AND GUTTER —-1— — —
\ C.O. I I DRIVEWAY TRANSITION 1 l
_ I I PER COD STD. DETAIL a ° e S a
300.10 °
v wiwd
v�r.Z�p�IIIIII�IIIIII
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/ 4" PVC ROOF DRAIN
' x
y 20' SANITARY SEWER EASEMENT
S-\O� I 190 I / I I I DB 617, PG 330
x� CHAIN LINK FENCE
1�4
L I I I x 100 YEAR FLOOD ZONE (ZONE AE) per FIRM MAP No.
/ ASHLEY WHITTINGTON I I I I ► I ► I 3720150600J, DATED 10/3/2006
DB 2707, PG 642
/ PIN No. 1516-38-3191 I I I ► I x'
GATE l L — — —8 SALL�TR�EZ I .I I I N ► '
Ix N
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\ I OWEN WILLIS, Jr.
LAMP POST ? I I 1 1 x ' LISAANN WILLIS
DCB - 102 I I I N ► EXISTING IRON PIPE DB 1515, PG 818
STD DETAIL SW-10.02 NC GRID COORDINATES PIN No. 1516-38-5005
RIM: 188.63' I I I 1 1 x ' NAD 83(2011) 302 S. GENERAL LEE AVE.
INV. OUT: 184.20' () I I ► N: 568,024.88' K
L I y x E:2,113,398.06'
1 I 74 — — — — — — — — — — —
G�p PROPOSED 119 LF OF 30" —
+25 CURB AND GUTTER PER O
COD STD. DETAIL 300.09
— — —
— _ FULL DEPTH PAVEMENT
PER COD STD. D
PROPOSED MANHOLE TO r1 �.62'
NV U a a.
TOP 188.64'
INV OUT: 186.60'
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— — SS — — SS _
/ �SS —Sc—SS— —jSSMH� � —SS
WESTPEARSALLSTREET 3+00 TOP: 88.53' /
60' PUBtM-MGMWAY — V 184 03- (NWI
INV "I" 182.92' (NE) '189 p
INV IN: 183.98' (SE) I TEMPORARY BENCH MARK
W W �\ ti W �— TOP OF WATER VALVE COVER
W W \ 6� \ (NAVD88)
1 \ ��I ELEV:191.78'
OHE �-- OHE —
0H14— +— ---411DHE—
\
CURB I ET
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V:
TOP: 188. 3'
/
INV OUT: 1
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1
3-
STD DETAIL SW-10.02
\
RIM: 188.63'00
INV. OUT: 184.20' O
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RELOCATED
BE VERTICALLY
I
1
SARAH POPE PROPOSED 6HIGH GABION WALL 177 LF / I (SEE UTILITY PLANS C4.00) N
DB 3436, PG 738 (TOTAL THIS SHEET)
1 PB 2013, PG 305 (SEE DETAIL 1 ON SHEET C3.01)
N No. 1516-38-0088°?c�•}�
901 PEARSALL STREET ���J `��%c
m ti3 01\ „?31 //�
BILLY Y GODWIN, Jr.
LYNN GODWIN 1 ► 1
1 100 YEAR FLOOD ZONE (ZONE AE) per FIRM MAP No. DIJ 3557, PG 526 N
3720150600J, DATED 10/3/2006 \ c� O /I / o / / P� 2013, PG 305 1
PIN No. 1516-37-2947
0 W/PEARSALL STREET
45CITY OF DUNN DRAINAGE EASEMENT 1
v / I PER PB 2013, PG 30-5- \ I 1
195 195
STREET NETWORK PLAN VIEW
195 195
0+50 -0+50 0+00
STREET NETWORK PROFILE VIEW: 100 SERIES
— OHE — O OHE— OVE
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EXISTING BRICK WALL JEANETTE HERRING
DB 4057, PG 654
PIN No. 1516-37-3899
&~ 801 W. PEARSALL STREET
20' SANITARY SEWER EASEMENT
DB 617, PG 330
REET 'NETWORK PROFILE VIEW: 100 SERIES
195 195
195
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BACKFILL WITH SUITABLE
IN -SITU MATERIAL
COMPACT TO 95%
MAXIMUM DENSITY
12-INCH WIDE #57
STONE FROM NCDOT TYPE II NON -WOVEN GABION WALL SHALL
SURFACE TO 1 FT GEOTEXTILE FABRIC BE INSTALLED WITH 5
BELOW CHANNEL DEGREE BATTER
INVERT
TOP OF CURB
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PLACED
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DENSELY
PLACED
BACKFILL
(HAND
METHOD)
3r/2 MIN.
#57
BEDDING
Bc/8, 4" MIN_
GRANULAR FOUNDATION
CLASS B
GABION MATTRESS
1 FT (HEIGHT) X 6 FT
(DEPTH) X 6 FT (LENGTH)
GABION BASKET
2 FT (HEIGHT) X 3 FT
(DEPTH) X 6 FT (LENGTH)
GABION BASKET
3 FT (HEIGHT) X 3 FT
(DEPTH) X 6 FT (LENGTH)
12" THICK NCDOT CLASS
FOUNDATION BEARING A RIPRAP WRAPPED IN
NCDOT TYPE II
CAPACITY SHALL BE 2000
PSF OR GREATER NON -WOVEN
GEOTEXTILE FABRIC.
PROVIDE A UNIFORM 5
DEGREE BATTER.
NOTES:
1. ANY DEVIATION FROM THE DETAILS
AND/OR SPECIFICATIONS WILL REQUIRE
APPROVAL BY ENGINEER BEFORE
IMPLEMENTATION.
GRANULAR FOUNDATION
2 4 GABION WALL DETAIL 1
SCALE: 1 inch =4 ft. C3.01
/6 MIN.
Bc/8. 4" MIN_
13ACKFILUNG NOTES ACCORDING TO CURRENT
EDITION OF NCDOT STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES:
1. EXCAVATION, TRENCHING AND BACKFILLING SHALL
BE DONE ACCORDING TO SECTION 300 AND
ACCORDING TO NCDOT STD. NO. 300.01, METHOD
OF PIPE INSTALLATION, METHOD A.
2, BACKFILLJNG SHALL ALSO BE IN ACCORDANCE
WITH ARTICLE 300-7 AND COMPACTED TO 95%
OF THE AASHTO T99 NCDOT MODIFIED PROCTOR,
3. THE LAST 8" OF BACKFILL BELOW THE FINISHED
SURFACE OF THE SUBGRADE SHALL BE
COMPACTED TO 1009: OF THE AASHTO T99
U[)/24 MIN.. IF CONTRACTOR CHOOSES NCDOT PROCTOR.
NOT LESS THAN 3" TO EXCAVATE PAST THE
MAX W, THE CONTRACTOR TYPICAL INSTALLATION:
C O N T I N O U S BEARING SUPPORT WILL BE RESPONSIBLE 1. UNLESS OTHERWISE SPECIED, A MODIFIED CLASS
MODIFIED CLASS D FOR ALL COSTS IN THE D FOUNDATION SHALL BE USED.
IXCAVATION BEYOND THE 2. UNLESS OTHERWISE SPECIFIED, METHOD A SHALL
MAX W LIMITS. BE USED.
CLASS C
=LOOSELY PLACE€? APPROVED SUITABLE LOCAL
MATERIAL OR SELECT MATERIAL FOR
FOUNDATION CONDITIONING AS DIRECTED BY� THE
ENGINEER. (STONE WILL NOT BE ALLOWED)
TRENCH WIDTH:
MIN W = Bc +16"
MAX W Bc +,V
STORM SEWER INSTALLATION Sale- NTS
DUNN of o�A 800.13
NORTH CAR
city Of duimDepartment of Public Worse Sheet 1 of 1
6-INCH THICK SUITABLE
IN -SITU SOIL
SCOUR PROTECTION
2 FT (THICK) CLASS "B" RIPRAP
ACROSS ENTIRE CHANNEL TO
MEET PROPOSED GABION
BASKETS ON OPPOSITE SIDE
LIMITED TO 15 FEET ALONG
THE CHANNEL CENTERLINE
DOWNSTREAM OF THE
PROPOSED ABUTMENTS AND
10 FEET ALONG THE CHANNEL
CENTERLINE UPSTREAM OF
THE PROPOSED ABUTMENTS
NCDOT TYPE II NON -WOVEN
GEOTEXTILE FABRIC
1/2" 9" 91,
RAD:--\
, F
1/
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to
• N
CV ° ♦
• 3/4" RAD.
1 3/4" RAD. n
18" I
r
18" MOUNTABLE CURB & GUTTER
RAA�.� 15" RADIUS
r30" RADIUS
G ►� • Q.
30"
30" ROLLED CURB & GUTTER
1/2" 6" 24„
RAD.
1 " RAID.
• .' " 3" RAD. 1 /8" i
RAD.
a . o o' -
[ 30" I
30" CURB & GUTTER
1/2" 6"
RAD-\
1" RAD.
3" RAD. 1 RAID
• .
♦ s ♦ A s 1
24" I -
24" CURB & GUTTER
1"
•
m r �
36" OR 48"
36" OR 48" VALLEY GUTTER
NOTES:
USE NON —REINFORCED, AIR ENTRAINED, CONCRETE
WITH A MINIMUM STRENGTH OF 3000 LBS.
north caro&a CONCRETE CURB & GUTTER 'NTS
300
DUNN CITY of DUNN
09
unn NORTH CAROLINA
Department of Public Works Sheet 1 of 1
NOTES:
1. NORMAL SPACING FOR SPIDERS IS 3 PER 18' LENGTH OF PIPE, ONE SUPPORT AT EACH END AND A
SUPPORT AT 9' CENTER.
2. ENTIRE SPIDER ASSEMBLY TO BE BITUMINOUS COATED AFTER FABRICATION.
3. FIELD MODIFY AS REQUIRED TO PROVIDE DESIGN SLOPE IN CARRIER PIPE.
4. SIZING TABLE ON 50.04 2 of 2
STEEL ENCASEMENT PIPE
CONTINUOUS WELD
BOTH SIDE (TYP.)
CARRIER PIPE
END ELEVATION
6" X 3/8" STEEL PLATE
STAINLESS STEEL SHOES
/-ON EACH FOOT OF SPIDER.
5�
* SEE DETAIL 500.04 2 of 2 FOR
SIZING OF ENCASEMENT PIPES
north carolina STEEL ENCASEMENT PIPE ReVScale: I NTS "
DUNN FOR WATER OR SEWER MAINS 500.02
CITY of DUNN
c>< o unn NORTH CAROLINA
Department of Public Works sheet 1 of 2
12 3/4"
3000
P.S.I.
CONC.
FOR SLOP
REQ.'S SE
NOTE 1.
7„
7„
FLOWLINE
O
2-2" G.I. PIPE OR PVC PIPE
8" MIN.,OVER 12' DEEP
12" MIN. UP TO 6' FROM
TOP OF CURB.
0
5'
O 0 FLOWLINE
O
5'
0
12" 15"
0
0
0
°
°o
0
1 /2' D
PIPE
r
\
—► 6„ 6' 4"
IF STRUCTURE IS GREATER THAN
12' DEEP, FOOTING IS TO EXTEND
6" BEYOND THE STRUCTURE
6' 4"
NOTES:
1. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE UPHILL SIDE SHALL BEGIN 10,
FROM THE CATCH BASIN. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ON THE
DOWNHILL SIDE, SHALL BEGIN 10' FROM THE CATCH BASIN.
2. STEPS SHALL BE INSTALLED IN ALL CATCH BASINS OVER TIN DEPTH. DEPTH SHALL BE
MEASURED FROM THE TOP OF CURB TO THE INVERT OF THE CATCH BASIN.
3. SOLID CONCRETE BRICKS MAY BE USED IN 4" X 4" X 16" OR 4" X 8" X 16" SIZES.
4. NCDOT APPROVED PRECAST CONCRETE BOXES ACCEPTABLE, USING STANDARD S CASTINGS.
5. DOMESTIC CASTING REQUIRED WITHIN STREET RIGHT OF WAY.
4.00' 5.0'
4' CONIC 30" CURB
c�
T
S
O
r MK AF SIDEWALK &GUTTER
S REQ'D SLOPE
2%
OQE 2 (MAX)
2N 6
10" MINIMUM
STONE BASE
60' PUBLIC ROW
40' FC—FC STREET
1 " SF9.5A MIN.
rDELAYED OVERLAY
2" S9.5B MINIMUM
INITIAL ASPHALT
COMPACTED SUBGRADE —
100% STANDARD PROCTOR
E
i
6" UP TO 12' DEEP
12" OVER 12' DEEP
5.0' 4.001'
E
4' CONIC
4% SIDEWALK G M
AS REQ'D 2
LOPE
2% SLOPE
(MAX) 2'7 ,540
COMPACTED SUBGRADE
98% STANDARD PROCTOR
(back of curb to r/w)
Revised: 1 28 11
i� north caroling
COLLECTOR STREET Scale: NTS
I ` DUNN WITH CURB & GUTTER 300.02
CITY of DUNN
ct unn NORTH CAROLINA
Department of Public Works Sheet 1 of 1
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PLAN SECTION C-C
ALTERNATE DRIVEWAY
NOTES:
1. CURB AND GUTTER SECTION WILL BE POURED CONTINUOUS THROUGH THE STANDARD AND
ALTERNATE DRIVEWAY WITH THE FACE OF CURB DROPPED DOWN AS SHOWN.
2. DRIVEWAY WILL BE CONSTRUCTED AFTER THE CURB FORMS HAVE BEEN REMOVED.
3. CONCRETE SHALL BE NON -REINFORCED, AIR -ENTRAINED WITH A MINIMUM STRENGTH OF 3000 LBS.
north car &a DRIVEWAY FOR CURB & GUTTER ' NTS "
T--Mddkh-- DUNN STREET SECTION 300.10
CITY of DUNN
city of unn NORTH CAROUNA
Department of Public Works Sheet 1 of 1
z
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PLAN OVER -WIDTH
FRAME, GRATE AND HOOD
SEE NCDOT STD. NC. 840.03/ STEPS CITY
CITY STD. N0. STD. NO.
__7TOP ELEVATION
o rr3 i
AS
REQUIRED 5"
6"
L
SEE NOTE #S SECTION .J-.J
OVER -WIDTH
DnwffirrN
i
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,- -
PLAN, OVER -LENGTH
I
TOP iELEVATION STEPS CITY
STD. NO.
AS
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b" 6•, 7
a i
SECTION M-M
OVIER-LENGTH
PRECAST CATCH BASIN
GRATED INLET
CITY of DUNN
NORTH CAROUNA
Department of Public Yorks
"'Co UT
OVER -WIDTH
RISER HT_
VARIES
7 r - - - - - - - Ix r
-6 --- 3-0
OVER -LENGTH
DETAIL SHOWING METHOD
OF RISER CONSTRUCTION
NOTES (CONTINUED):
11. OVER -LENGTH, OVER -WIDTH, AND
OVER-LENGTH/OVER WIDTH CATCH BASINS,
TYPE A SHALL BE SPECIFIED ON THE PLANS.
12, THE EXTRA SLAB TO ACCOMMODATE OVER -LENGTH
AND OVER -WIDTH PIPES, -SHALL BE DESIGNED
ACCORDING TO SHEET 2 OF 2 OF THE CURRENT
NCDOT STD. NO. 840.02.
13. IT IS PREFERRED THAT THERE SHOULD BE A
MINIMUM OF 6" LENGTH BETWEEN THE OUTSIDE EDGE
OF A PIPE AND THE INSIDE EDGE OF THE INLET
WALLS.
Revised: 1 28 11
Scale: NTS
800.09
Sheet 2 of 2
I
F 35 3/
3s 3/4-' � If A
A �- 1 1 /z•' I
� I
-� 2 34- a o
LI
Do Oo
1.. I 9 7/8" 1 1/2"
L 1 1 2.. 1 1 /2 J A
A 1 3/4" _-L {
5/5 -I I`- 1 1/2„ sFcrloN A -A
1 1/2"
1 3J4' 2 1/4 �I I - MIN- FLOW AREA= 4361SQEN,
SECTION B--B SIDE VIEW
TYPE "E" GRATEI
RAISED WATER 2 3/4"
� FLOW ARROW
1/16" HIGH J
1 1/2"
41
Lj
N
w
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-1 1_- 1 3/4"
SECTION A -A
MIN, FLOW AREA= 370 SOIN,
TYPE "G" GRATE
DETAIL SHOWING TYPES OF GRATES
35 3/4" RAISED WATER 12 3/4" USE ACCORDING TO WATER FLOW_
FLOW ARROW
1/16" HIGH
TYPE "G" � TYPE "£" � TYPE ..F"
^� --- WATER FLOW SAG WATER FLOW
u
w i
1 1/2" --------
1 I- 1I 3/4'
1 1 /2'• � r.
SECTION A=A WATER FLOW -- SAG WATER FLOW -
!� 1 1 2' Z_ TYPE E L- TYPE "G"
1 3/4" / MIN. FLOW AREA= 370 ;SQIN. TYPE "F"
SIDE VIEW TYPE "F" GRATE
Revised: 1 28
north Carolina FRAME, GRATE & HOOD Sale: NTS
DUNN GRATED INLET800.1O
CITY of DUNN
cityLINA
unn Department offPPublic Works Sheet 2 of 2
4'-0" BACK OF CURB
X
5/8"
Y Y
S_0"
I� N
f
L� x
PLAN
--- ri r11A'n 1A1
6" J
SECTION Y-Y
DUNN
43"
31 1/4"
NOTES:
1. PRECAST DESIGN SPECiFICATIONS SHALL
CONFORM TO THE LATEST ASTM C913
SPECIFICATIONS FOR "PRECAST CONCRETE
WATER AND WASTE WATER STRUCTURES", NCDOT
AND THE CITY OF DUNN SPECIFICATIONS.
2- PRECAST STRUCTURES SHALL BE DESIGNED FOR
H-20-44 LOADING.
3. PRECAST STRUCTURE SHALL HAVE A MINIMUM
auhiPtIOWAST£IORAIPISTOWATERWAYS
CONCRETE COMPRESSNE STRENGTH OF 4000
IF THE BOTTOM CONCRETE SLAB IS
7tipsi.
POURED, II SHALL BE A MINIMUM CONCRETE
3/4" LETTERS
COMPRESSIVE STRENGTH OF 3000 psi AND
SHALL BE POURED INTO FORMS.
ouhP FWASTo
%VASTU � RNER
4. STEEL REINFORCING DESIGN SHAH CONFORM
TO THE REQUIREMENTS OF ASTM C890
SPECIFICATIONS FOR "STRUCTURAL DESIGN
LOADING FOR WATER AND WASTEWATER
STRUCTURES" AND SHALL UTILIZE GRADE 60
RE -BARS CONFORMING TO THE REQUIREMENTS
APPROVED HOOD DESIGNS
OF'ASTM A615 OR WWF CONFORMING TO THE
REQUIREMENTS OF ASTM A185 OR BOTH.
5. ADDITIONAL STEEL REINFORCEMENT SHALL BE
INSTALLED AT ALL OPENINGS.
6. USE NCDOT STD ND_ 840.03/CITY OF DUNN
STD. 800.10 FRAME. GRATE AND HOOD UNLESS
OTHERWISE INDICATED_ USE TYPE 'E "F", OR
FRAME, GRATE AND HOOD
"G" GRATES UNLESS OTHERWISE INDICATED.
SEE NCDOT STD. NO, 840.03
7. FOR STRUCTURE HEIGHTS OVER 3'-6".
CITY STD. NO. 406.
81NSTALL STEPS ON 12" CENTERS- ALL STEPS
SHALL CONFORM TO CITY OF DUNN STD.
TOP ELEVATION
700.03, OR AN APPROVED EQUAL
o 3"
8. OPTIONAL CONSTRUCTION - MONOLITHIC CLASS
_I
A PCC POUR. USE 2" KEYWAY OR #4 BAR
DOWELS AT 12" CENTERS AT THE
CONSTRUCTION JOINT.
2'-2"
6 j
9. SEAL JOINTS WITH FLEXIBLE BUM RUBBER
W.
BASE CONFORMING TO FEDERAL SPECIFICATIONS
SS-S-21A, ASSHTO M-198, TYPE B - BUM
L
,
RUBBER.
10. PRECAST CATCH BASIN MINIMUM WALL
-�
.
a'
THICKNESS (SOLID WAIL AND BOTTOM SLAB) _
-SFE NO__ go
HEIGHT OF STRUCTURE WALL THICKNESS
6 3
0' TO 10, 6'
10' TO 16, 8'
OVER 16' SPECIAL DESIGN
SECTION x-x
Revised: 1 28 11
PRECAST CATCH BASIN Scale. NTS
GRATED INLET 800.09
CITY of DUNN
NORTH CAROUNA
Department of Public Works Sheet 1 of 2
ALIGN FRAME WITH a-
INSIDE EDGE OF WALL �-
'TO ALLOW FOR VERTICAL
ACUU�:) I MEN T OF HOOD_ -
TYPE OF GRATE TO BE B
DETERMINED BY ENGINEER.
PLAN
5 5/8`
36 1/2" 5" TO 9"i
3" RAO-
23 3/4•'
VARIES FROM
7" TO 4" 1- 35 1/2' -� -- 27 i/4" -�
43" l 31 3/8"
SECTION A -A SECTION B-B
APPROVED HOOD DESIGNS:
Oi ipi4OWASTF3 UWNS TO WATERMYS
OfII�P 770 FLOWS TO
;'rASi'd WER
n FRAME, GRATE & HOOD
DUNN GRATED INLET
CITY of DUNN
>1nn NORTH CAROLING
Department of Public Works
NOTES:
1. FRAMES, GRATE AND HOOD SHALL BE GRAY
CAST IRON MEETING ASTM A48 CLASS 35
SPECIFICATIONS. IT SHALL ALSO MEET THE
CURRENT NCDOT STD_ NO. 840.03.
2. MINIMUM AVERAGE WEIGHT:
GRATE 220 Ibs
BACK 140 Ibs
FRAME 215 Ibs
UNIT 575 Ibs
3. FRAME, GRATE AND HOOD SHALL CONTAIN
THE FOLLOWING INFORMATION:
MANUFACTURER'S MARK
LOCATION OF FOUNDRY (COUNTRY)
MANUFACTURER'S CATALOG NUMBER
NCDOT STD NO.
4. APPROVED MANUFACTURERS:
EAST JORDAN IRON WORKS
TYPE "E" V-4066-1
TYPE 'F" V-4066-3
TYPE "G" V-4066-4
US FOUNDRY & MANUF. CORP
TYPE "E" USF 5181-6420
TYPE "F" USF 5181-6425
TYPE "G" USF 5181-6430
OR APPROVED EQUAL
800.10
Sheet 1 of 2
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INV IN: 184.03' (NW)
INV IN: 182.92' (NE)
INV IN: 183.98' (SE)
INV OUT: 182.72' (SW) /
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RAINAGE 2d.0" 20' ANITARY SEWER EASEMENT
EASEMENT PER PB I I I D 617, PG 330
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CENTERLINE OFJUNIPER I I JEANETTE HERRING
CREEK IS PROPERTY LINE DB 4057, PG 6
PIN No. 1516-37-3899
BILLY RAY GODWIN, Jr. I I 801 W. PEARSALL STREET
LYNN GODWIN
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VARIES STD. PROCTOR. OR AS
DIRECTED BY THE ENGINEER.
UNDISTURBED
MATERIAL
FLOWABLE FILL TRENCH -CUT
STREET, WATER, SEWER AND
STORMWATER
TRENCH CUT INSTALLATION RevScale: NTS/11
north Cgrol1l18
FOR EXISTING ROADWAY 500.03
DUNN CITY of DUNN
of dunn NORTH CAROLINA
Department of Public Works Sheet 1 of 1
DETAIL C-C
TOP OF COVER ----
SEE DETAIL C—
BOTTOM OF COVER
PLAN
SECTION
SOLID COVER MAY BE REQUIRED
DEPENDING ON FIELD CONDITIONS
4-1" HOLES
MINIMUM AVERAGE WEIGHTS
RING=190lbs.
COVER=1201bs.
TOTAL 3101bs.
PROVIDE MANHOLE INSERTS MANUFACTURED FROM HIGH DENSITY POLYETHYLENE, MEETING THE REQUIREMENTS
OF ASTM D-1248, CLASS A, CATEGORY 5, TYPE III. INSERTS SHALL BE EQUIPPED WITH 1 GAS RELIEF VALVE,
1 VACUUM RELIEF VALVE, A CROSS —LINKED POLYETHYLENE GASKET AND ONE HEAVY WEIGHT POLYPROPYLENE
LIFTING STRAP.
SANITARY SEWER MANHOLE Revised: 1 2811
north Carolina Scale: NTS
II I1 UNN RING AND COVER 700.04
CITY of DUNN
Ci o unn NORTH CAROLINA
Department of Public Works Sheet 1 of 1
MANHOLE RING AND COVER
(DETAIL 700.04)
�MAX
STEEL REINFORCEMENT
MANHOLE STEP (NOTE 3 DETAIL 700.01)
(DETAIL 700.03) �O
4'-0" FLEXIBLE RUBBER
(SEE NOTE 8 SLEEVE BOOT (NOTE 5
DETAIL 700.01) DETAIL 700.01)
SEWER MAIN 1" PLASTER
SEWER FLOW
+ MAIN
PRECAST 4' DIA SANITARY MANHOLE Rev
Scale: l NTS 11
�north caroling 1
i FOR SEWER MAINS LESS THAN 18" 700.00
DUNN CITY of DUNN
city o unn NORTH CAROLINA
Department of Public Works Sheet 1 of 1
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PLAN A
1
J
PLAN B
BASEy v (7 BRICK MINIMUM) BASE
TYPICAL CROSS - SECTION
NOTES:
1. INVERT MATERIAL SHALL BE CONCRETE CAST IN PLACE WITH A SMOOTH FINISH.
2. WIDTH OF INVERT SHALL MATCH INSIDE DIAMETER OF INCOMING AND OUTGOING PIPES.
3. BRICK INVERT SHALL BE FORMED AS SHOWN.
4. ALL INVERT ELEVATIONS SHALL BE AS SHOWN ON APPROVED CONSTRUCTION PLANS.
5. BENCHES TO BE BUILT OUT OF CONCRETE, MORTARED BLOCK OR BRICK. STONE IS NOT ACCEPTABLE.
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_ SANITARY SEWER MANHOLE Kevisea: i/zopi
11 north Carolina NTS
D UNN INVERT
CITY of DUNN 7 0 005
o u-nn NORTH CAROLINA
Department of Public Works Sheet 1 of 1
NOTES
1. ALL PRE CAST CONCRETE MANHOLES SHALL CONFORM TO THE LATEST REVISION OF ASTM C478.
2. CONCRETE SHALL BE 4000 PSI AT 28 DAYS MINIMUM.
3. STEEL REINFORCEMENT SHALL BE GRADE 40 BILLET STEEL CONFORMING TO THE LATEST REVISION
OF ASTM—A-185 FOR WALL REINFORCEMENT, AND THE LATEST REVISION OF ASTM—A615 FOR THE
BASE REINFORCEMENT.
4. STANDARD JOINTS SHALL BE; SEALED WITH PUTTY TYPE PLASTIC CEMENT PER FED. SPEC. SS—C-153
OR AN 0—RING TYPE JOINT CONFORMING TO THE LATEST REVISION OF ASTM—C443.
5. MANHOLE INLETS AND OUTLETS SHALL BE CAST IN PLACE FLEXIBLE RUBBER SLEEVES BOOTS PER
THE LATEST REVISION OF ASTM—C923.
6. INVERTS TO BE CONSTRUCTED OF BRICK WITH A CONCRETE BENCH (DETAIL 700.02).
7. A STANDARD 0.20 FOOT DROP SHALL BE PROVIDED AT EACH MANHOLE. THE MAXIMUM SEPARATION
OR INVERT IN TO INVERT OUT WITHIN A MANHOLE IS 24 INCHES. WHEN THE SEPARATION IS GREATER
THAN 24 INCHES A DROP MANHOLE MUST BE USED.
8. MANHOLES GREATER THAN 20 FEET IN DEPTH SHALL HAVE AN INSIDE DIAMETER OR 5'-0". FOR
SANITARY SEWER MAINS GREATER THAN EIGHTEEN INCHES (18") IN DIAMETER, MANHOLES SHALL BE A
MINIMUM OF 5'-0" IN DIAMETER.
9. RIM ELEVATIONS SHALL BE AT GRADE IN STREETS & PARKING LOTS.
10. MANHOLES NOT LOCATED IN ROADWAYS SHALL HAVE A TOP ELEVATION A MINIMUM OF 12 INCHES
ABOVE FINISH GRADE. MANHOLES LOCATED ALONG OUTFALLS SHALL HAVE A TOP ELEVATION A
MINIMUM OF 24 INCHES ABOVE FINISHE GRADE OR 100 YEAR FLOOD PLAIN, OR 12 INCHES ABOVE
500 YEAR FLOOD PLAIN, WHICHEVER IS HIGHER. THE 100—YEAR FLOOD ELEVATION SHALL BE NOTED
ON THE CONSTRUCTION DRAWINGS.
_ Cgrol1l18 SSANITARY MANHOLE NOTES rcevScal
e: NTS
i
north rc
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I I D UNN CITY of DUNN r oo' 01
ai o nnn NORTH CAROLINA
Department of Public Works Sheet 1 of 1
STAINLESS STEEL
BANDS
0
a
* INITIAL INSTALLATION BY CITY OR
DEVELOPER SHALL BE TO A POINT
WITHIN 5' OR LESS OF EXISTING GROUND.
REMAINDER OR INSTALLATION SHALL BE BY
4"LATERAL PLUMBER AT LATER DATE.
PLAN
MIN." PER 1' GRADE (4
APPROVED 45' PVC SADDLE
WYE (SDR 35) OR WYE FITTING
WITH GASKET & J" LIP ONLY1
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STANDARD SEWER MAIN LATERAL STUB -OUT
PVC SEWER MAIN
SOLVENT WELD WYE
COUPLI
CAST IRON
SOIL PIPE
I SOIL PIPE DOUBLE HUB
PVC PIPE
" PER 1' GRADE (4"�_/ COUPLING
SCH. 40 PVC
SOLVENT WELD WYE
CLEAN OUT DETAILS
INSTALLED BY PLUMBER
SANITARY SEWER LATERAL Revised: 1 2811
north Caroling Scale: NTS
I i I 1 D UNN 4" SEWER LATERAL 700.10
CITY of DUNN
city of diim­
NORTH CAROLINA
Department of Public Works Sheet 1 of 1
5
1
FRONT VIEW
SIDE VIEW
$„
#3 DEFORMED
1/4" STEEL ROD
/4"
SECTION A -A
NO SCALE
DIMENSIONS OF STEPS MAY VARY
DEPENDING ON MANHOLE WALL
THICKNESS AND TYPE OF
CONSTRUCTION.
rteV
north caroling
PLASTIC COATED SANITARY SEWER Scale:' " NTS
i I I 1 MANHOLE STEPS 700.03
DUNN CITY of DUNN
city of diii NORTH CAROLINA
Department of Public Works Sheet 1 of 1
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\ / 100 YEAR FLOOD ZONE (ZONE AE) per FIRM MAP No. /
°Or \ \ \ \ 3720150600J, DATED 10/3/2006
01*
SSMH
\ \ \ TOP:
INV IN: 1
° IN 85.28' �YF INV OUT: 185.26 \ /
\ / 12" PINE
\ 12" PINE `18" PINE /
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REID WILLIAMS I CONCRETE PA \^ °OFyv / \ 13" PINE
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900 W. PEARSALL ST
— — — �EET % / `•
— — — / 24 OAK Z_
\ \ \ BRICK LANDSCAPE / / INV: 87.56' / 6" PINE / \ /
EDGING TEMPORARY / /�,�'� / Q„ / WATER• / / Q / A
N, EASEMENT
CONSTRUCTION / Qy � ALUMINUM FENCE
EASEMENT (� /
Os O° / 45' OF DUNN DRAINAGE EASEMENT per PC F, / I �cE_TCE 190' /
\ \°y� \ — l7, VCp o SLIDE 190-A / 4�' oo1 o� / 20 LF OF 4 FT HIGH IMPERVIOUS DIKE
\ O TCE TCE TCE i���E� \
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aoi aoi aoi poi 7" PIN ti/ 0�
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CLEAN WATER INTAKE'Ro 7
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5" CREPE MYRTLE \ °y \ EDGING PERMANENT /
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\ ,// DRAINAGE \ h
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BRICK \ /'
ROBERT POPE \ N; /
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PIN No.1516-38-0088 TOTAL AREA
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/ DISTURBANCE \hoc\
100 YEAR FLOOD ZONE (ZONE AE) per FIRM MAP No. PROPOSED / TEMPORARY = 0.66 ACRES o C 3720150600J, DATED 10/3/2006 \
o CONSTRUCTION / a
/ EASEMENT / 5" CREPE MYRTLE
J / RESIDENCE
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TEMPORARY ASHLEYWHITTINGTON
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e \a a : / I \ EASEMENT PIN No. 1516 38 3191
INLE1 PkOIEalo" d e / e S 810 W. PEARSALL STREET /
(SEE DETAIL SHEET C5.02) /
2" EDAR
0 SCOUR PROTECTION % e
/ c / // a" e�cS CONCRETE CLEAN -OUT \ \ \ / } WITH SOIL LAYER / °
/. (SEE DETAIL SHEET C5.01) \ \. / / / 20' SANITARY SEWER EASEMENT
' / \ ABOVE PER GABION g s e' e . / " DB 617, PG 330
WALL DETAIL ON SHEETQo v
` �}\ 505 LF OF CONSTRUCTION FENCE (TOTAL) C3.01 107 SY (TOTAL Nv
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7 OAK m _
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/ (SEE DETAIL SHEET C5.02) '� z
°> CLEAN WATER OUTLET
\ ti° 3" CEDAR
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3' CEDAR
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C 0 S\ \ �° CIO // / / / � '' EROSION CONTROL GENERAL CONSTRUCTION SEQUENCE:
1. STABILIZED GRAVEL ENTRANCE/EXIT AT THE SITE SHALL BE INSTALLED AS SHOWN ON THE PLANS
AND DETAILS. AFTER ESTABLISHMENT OF THE CONSTRUCTION ENTRANCE/EXIT, ALL PERIMETER
EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO CLEARING AND GRUBBING.
W °
�Q 2. AFTER SITE STAKING, CONDUCT PRE -CONSTRUCTION MEETING INCLUDING OWNER/ENGINEER,
PROPOSED \ C�6,�� "�R\ \ �\ / ASSOCIATED CONTRACTORS AND OTHER AFFECTED PARTIES.
PERMANENT `° �2 C�'iCyt�S�o / 100 YEAR FLOOD ZONE (ZONE A
STORM
Oc T \ EXISTING IRON PIPE 3720150600 3. ALSO PRIORTO CLEARING AND GRUBBING/CONSTRUCTION, THE CONTRACTOR SHALL REQUEST
DRAINAGE FF7 SS \ /� a NC GRID COORDINATES
� EASEMENT o OhF �'9\<0 \ /`' NAD 83(2011) AN ON -SITE INSPECTION. UPON RECEIPT OF CERTIFICATE OF COMPLIANCE, CLEARING AND
o\ \ / IP GRUBBING/CONSTRUCTION MAY BEGIN. \ !y <p PP EN: 568,024.88'
E: 2,113,398.06' 4. PERFORM GRADING OPERATIONS IN A MANNERAND SEQUENCE SO AS TO REDUCE UNNECESSARY
\ \ \C\ o S o� \ DISTURBANCE OF SURFACE COVER.
I\ \ OWEN WILLIS 5. EROSION CONTROL MEASURES MAY BE PHASED -IN TO THOSE AREAS OF THE PROJECT CURRENTLY
\ O DB PG LISAANN WIL
10 WIDE \ BEING WORKED ON. THE CONTRACTOR MAY MODIFY OR RELOCATED EROSION CONTROL
,
MEASURES TO MAKE ADJUSTMENTS FOR UNFORESEEN FIELD CONDITIONS SO LONG AS PROPER
oD TCE CONSTRUCTION \ C \ \ \ PIN No. 1516-38 CONSTRUCTION IS MAINTAINED TO ENSURE THE INTEGRITYAND USEFULNESS OF THE PROPOSED
�c�=// / ENTRANCE _ _ \ \ \ / SS\ \ \ \ 302 S. GENERAL LI MEASURES. ALL RELOCATION SHALL HAVE THE APPROVAL OF THE ENGINEER. ALL DISTURBED
BILLY RA� GODWIN, Jr. �\ 0 / SSMH \ \/ _ _ \ AREAS ALONG CHANNEL BANKS SHALL BE STABILIZED WITH TEMPORARY SEED AND MULCH AT
THE END OF EACH DAY.
LYIN GODWIN TO ::_M8-S-3_
\ [PB 3557, PG 526 \ C INV IN: 184.03' (NWr — _ 6. IF IT IS DETERMINED DURING THE COURSE OF CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS
\ / PB 2013, PG 305 V IN\182.92' (NE) S —
PROPOSED PIN No. 1516-37-2947 \ \ \ LEAVING THE SITE (DESPITE THE PROPER IMPLEMENTATION AND MAINTENANCE OF EROSION
TEMPORARY \ /0 W. PEARSALL STREET / I hF INWdN: �83.98' (S \ N.00 CONTROL MEASURES), THE PERSON RESPONSIBLE FOR THE LAND DISTURBING ACTIVITY IS
CONSTRUCTION / \ INV O •4,82.7 (SW) \ Y OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION.
EASEMENT / C
\ \/ / I E I R \ \ \SS 7. AT LOCATIONS IN WHICH THE STREAM CHANNEL IS BEING MODIFIED, TEMPORARY COFFER DAMS
\ \ \ AND BYPASS PUMPING WILL BE USED TO DE -WATER THE WORKAREA.
\ \ yF \ 8. FOR CONSTRUCTION OF CULVERT, FOLLOW PUMP AROUND SEQUENCE SHOWN ON EROSION
CONTROL DETAIL SHEETS.
5fCITY OF DUNN DRAINAGE EASEMENT \ \ \ CO S
/ PER PB 2013, PG 305 / / \ \ l�iygo S 9. WHEN THE TOE HAS BEEN SUFFICIENTLY STABILIZED TO RESTRAIN EROSION ALL TEMPORARY
COFFER DAMS WILL BE REMOVED FROM THE ACTIVE STREAM CHANNEL AND NORMAL FLOW
RESTORED. ACCUMULATED SEDIMENT SHALL BE DISPOSED OF IN DESIGNATED SPOILS AREA PRIOR
TO REMOVAL OF TEMPORARY COFFER DAM. ALL COFFER DAMS AND BYPASS PUMPING
/ \ M (4 1 j — EQUIPMENT SHALL BE REMOVED FROM THE STREAM ATTHE END OF EACH DAYTO RESTORE
EXISTING BRICK WALL �� \ r'a �' / s� NORMAL FLOW BACKTOTHE CHANNEL.
10. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED IN ONE WORKING
DAY. RESTORATION MEASURES, SEEDING AND VEGETATION WILL BE INSTALLED ALONG THE
00 \ \ \ \ / I CHANNEL LENGTH AS WORK PROGRESSES.
/ \2„/0' / \ ` I 11. ALL EXCAVATED MATERIAL MUST BE PLACED AT A MINIMUM OF 5 FT FROM CHANNEL. SILT FENCES 'e 0 MUST BE INSTALLED AROUND ALL STOCKPILE AREAS.
JEANETTE HERRING \ \\v 12. TEMPORARYAND PERMANENT STABILIZATION OF ALL DISTURBED GRASSED AREAS ATTHE TOP OF
DB 4057, PG 654 \ \ THE CHANNEL BANKS WILL BE IN ACCORDANCE WITH THE SEEDING AND MULCHING
PIN No. 1516-37-3899 \ \ SPECIFICATION AS SHOWN ON THE EROSION CONTROL PLANS AND IN THE PROJECT MANUAL.
801 W. PEARSALL STREET _ c�
13. IN GENERAL, CONSTRUCTION SHALL PROCEED FROM A DOWNSTREAM TO UPSTREAM DIRECTION.
FH 14. PROPOSED CHANNEL EXCAVATION AND GRADING SHALL BE PERFORMED USING EQUIPMENT
FROM OUTSIDE OF THE EXISTING CHANNEL WHERE POSSIBLE. TEMPORARY CROSSINGS WILL BE
20' SANITARY SEWER EASEMENT USED AT LOCATIONS SPECIFIED ON THE PLANS. CROSSINGS MAY BE ADDED OR RELOCATED UPON
DB 617, PG 330 APPROVAL FROM THE ENGINEER.
/ 15. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OF TREES TO REMAIN, AND SHALL NOT
PT g DAMAGE SUCH TREES IN ANY WAY.
\ 16. ROUGH GRADING OF CHANNEL SHALL BE PERFORMED PRIORTO INSTALLATION OF ROCK
i STRUCTURES OR CULVERT CROSSINGS. PRIOR TO INSTALLING ROCK STRUCTURES OBTAIN
\ 18"GUM / / APPROVAL OF THE ENGINEER ON ROUGH GRADING.
17. IMMEDIATELY FOLLOWING INSTALLATION OF ROCK AND OTHER STRUCTURES, OBTAIN APPROVAL
\ OF ENGINEER PRIORTO FINE GRADING.
%� oti /
25" PIN / / � / 18. IT SHALL BE UNDERSTOOD THAT FAILURE TO SPECIFICALLY MENTION ANY WORK THAT WOULD
\ / NATURALLY BE REQUIRED TO COMPLETE THIS PROJECT SHALL NOT RELIEVE THE CONTRACTOR OF
HIS RESPONSIBILITY TO PERFORM SUCH WORK.
EXISTING IRON PIPE
f / g NCGRIDCOORDINAT S 19. REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER GROUND COVER IS ESTABLISHED LP NAD O
AND APPROVAL IS GRANTED FROM THE CITY INSPECTORS AND THE ENGINEER.
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PRELIMINARY
NOT APPROVED
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SCALE: 1 inch = 20 ft. H
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INITIAL PLAN DATE: 04/22/2024
REVISIONS:
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WRJOB NUMBER 23-0017-007 M
DRN: KEW DGN: HBV CKD: DNP
EROSION CONTROL
& BYPASS PLAN
C5*00

EROSION CONTROL NOTES:
1. REFER TO GENERAL NOTES ON SHEET CII
2. DISTURBED AREA = 0.49 ACRES
3. ALL AREAS DISTURBED BY THE CONTRACTORS SHALL BE SEEDED PER THE
SPECIFICATIONS SHOWN IN DETAILS.
4. MULCH: USE SPECIFIED EROSION CONTROL BLANKET TO COVER THE SIDE SLOPES
OF THE CHANNEL. APPLY 3000 LB/ACRE GRAIN STRAW AND ANCHOR STRAW ON ALL
OTHER DISTURBED AREAS.
5. REVIEW CONSTRUCTION SEQUENCE FOR ADDITIONAL EROSION CONTROL
MEASURES.
6. CONSTRUCTION ACCESS AREAS SHOWN ARE TO GUIDE CONTRACTOR DURING
CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH ENGINEER IF
ALTERNATIVE CONSTRUCTION ACCESS ROUTES WILL IMPROVE EFFICIENCY OF
CONSTRUCTION.
EROSION CONTROL:
1. INSTALL PERMANENT VEGETATIVE COVER AND THE LONG-TERM EROSION
PROTECTION MEASURES OR STRUCTURES AS SOON AS PRACTICAL IN THE
CONSTRUCTION PROCESS. APPROPRIATE EROSION CONTROL MEASURES MUST BE
PLACED BETWEEN THE DISTURBED AREA AND AFFECTED WATERWAY AND
MAINTAINED UNTIL PERMANENTLY VEGETATED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION
CONTROL MEASURES RELATED TO THE CONSTRUCTION SITE.
3. AT A MINIMUM, EROSION CONTROL MEASURES SHALL BE INSTALLED IN
ACCORDANCE WITH APPLICABLE STATE AND LOCAL REGULATIONS. ADDITIONAL
EROSION CONTROL MEASURES MAY BE REQUIRED BY LOCAL GOVERNING AGENCIES.
4. CONTRACTOR MUST TAKE THE NECESSARY ACTION TO MINIMIZE THE TRACKING OF
MUD ONTO THE PAVED ROADWAY FROM CONSTRUCTION AREAS. DAILY REMOVAL
OF MUD/SOIL MAY BE REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
THE IMMEDIATE REMOVAL OF ANY SOIL TRACKED INTO THE PUBLIC RIGHT-OF-WAY.
5. THE LOCATIONS OF SOME EROSION CONTROL MEASURES MAY HAVE TO BE
ALTERED FROM THOSE SHOWN ON THE PLANS IF DRAINAGE PATTERNS CHANGE
DURING CONSTRUCTION.
6. PROVIDE FOR HANDLING THE INCREASED RUNOFF CAUSED BY CHANGED SOIL AND
SURFACE CONDITIONS. USE EFFECTIVE MEANS TO CONSERVE EXISTING ON -SITE
SOIL INCLUDING THE USE OF DIVERSION DITCHES.
7. ALL DISTURBED AREAS SHALL BE SEEDED. USE TEMPORARY PLANT COVER,
MULCHING AND/OR STRUCTURES TO CONTROL RUNOFF AND PROTECT AREAS
SUBJECT TO EROSION DURING CONSTRUCTION. CHANNEL BANKS SHALL BE SEEDED
DAILY UPON COMPLETION OF FINAL GRADING.
8. ALL SEDIMENT AND EROSION CONTROLS ARE TO BE INSPECTED AT LEAST ONCE
EVERY SEVEN CALENDAR DAYS AND AFTER ANY STORM EVENT OF GREATER THAN
0.5 INCHES OF PRECIPITATION DURING ANY 24-HOUR PERIOD. MAINTENANCE OF
SEDIMENT TRAPPING STRUCTURES SHALL BE PERFORMED AS NECESSARY PER THESE
INSPECTIONS. SILT FENCING AND DIVERSION DITCHES SHALL BE INSTALLED AS
SHOWN ON EROSION CONTROL SHEETS.
9. STABILIZATION MEASURES SHALL BE INITIATED AT THE END OF EACH DAY IN
PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED EXCEPT WHERE CONSTRUCTION ACTIVITIES SHALL BE
REINITIATED WITHIN SEVEN CALENDAR DAYS.
10. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL
PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION
ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL
CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO
CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. CONTRACTOR SHALL
REMOVE ALL TEMPORARY CONTROL DEVICES ONCE CONSTRUCTION IS COMPLETE
AND THE SITE IS STABILIZED. A MAXIMUM OF 51 LINEAR FEET OF STREAM MAY BE
DISTURBED AT ANY ONE TIME.
11. SILT FENCING TO BE INSTALLED AROUND ANY INDICATED SPOILS AREAS TO
PREVENT LOSS OF SEDIMENT.
12. ALL NECESSARY MEASURES MUST BETAKEN TO PREVENT OIL, TAR, TRASH, AND
OTHER POLLUTANTS FROM ENTERING THE ADJACENT OFFSITE AREAS.
13. CONSTRUCTION ACTIVITIES MUST AVOID TO THE GREATEST EXTENT PRACTICABLE,
ENCROACHMENT INTO ANY WETLAND/STREAM AREAS NOT DESIGNATED AS
I M PACT AREAS.
14. ACTIVITIES MUST AVOID DISTURBANCE OF WOODY RIPARIAN VEGETATION WITHIN!
THE PROJECT AREA TO THE GREATEST EXTENT PRACTICABLE. REMOVAL OF
VEGETATION MUST BE LIMITED TO ONLY THAT NECESSARY FOR CONSTRUCTION OF
THE CHANNEL.
15. NO ON -SITE BURIAL OF VEGETATION OR CONSTRUCTION DEBRIS WILL BE
PERMITTED.
16. ANY GRADING BEYOND THE CONSTRUCTION LIMITS SHOWN ON THE PLAN IS A
VIOLATION OF THE NORTH CAROLINA EROSION CONTROL ORDINANCE, AND IS
SUBJECT TO A FINE.
17. PLEASE REFERENCE PLAN SHEET DETAILS AND NCDENR STANDARDS FOR
CONSTRUCTION OF EROSION CONTROL MEASURES.
18. THERE WILL BE PUMP AROUND USED ANYWHERE A CHANNEL IS DISTURBED.
19. PROVIDE SELF -INSPECTION PARAGRAPH WITH LOCATION OF WEBSITE FOR ACCESS
TO INSPECTION FORM. A COPY OF THE APPROVED PLAN, PLAN APPROVAL, NPDES
PERMIT AND COPIES OF PAST 30 DAYS SELF -INSPECTION REPORTS ARE TO BE KEPT
ON SITE AT ALL TIMES.
VEGETATIVE PLAN:
1. EROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED UNTIL
PERMANENT VEGETATION IS ESTABLISHED.
2. DISTURBED AREAS NOT AT FINAL GRADE AND LEFT IDLE FOR TWO OR MORE
WEEKS, SHALL BE TEMPORARILY VEGETATED. UPON COMPLETION OF FINAL
GRADING, PERMANENT VEGETATION SHALL BE ESTABLISHED WITHIN SEVEN
CALENDAR DAYS.
3. ALL OTHER DISTURBED AREAS WILL BE STABILIZED BY PERMANENTLY
VEGETATING WITH SEED AND MULCH AS RECOMMENDED BY THE PERMANENT
SEEDING SPECIFICATIONS DUE TO THE RESTRAINTS ON THE LENGTH OF
IMPROVEMENTS AND/OR DURATION OF EXPOSED DISTURBED AREAS.
4. ONCE PERMANENT VEGETATION AND EROSION CONTROL MEASURES ARE
ESTABLISHED, THE CONTRACTOR SHALL SCHEDULE A FINAL INSPECTION IN
ORDER TO OBTAIN A CERTIFICATE OF COMPLETION. AFTER APPROVAL, ALL
REMAINING TEMPORARY EROSION CONTROL MEASURES MAY BE REMOVED.
8' MAX CENTER STANDARD STRENGTH FABRIC WITH WIRE FENCE
6' MAX CENTER EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
RR
MAINTENANCE NOTES:
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A
WEEK AND AFTER EACH RAINFALL. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE
COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN AND TO REDUCE PRESSURE ON THE
FENCE. TAKE CARE TO AVOID UNDERMINING THE
FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE
SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STABILIZED.
SILT FENCE/TREE PROTECTION FENCENTS
1
C4061 C5.01
2021.11.18
PERMANENT SEEDING
DEFINITION
Seeding disturbed areas with perennial grasses and (or) legumes to provide a
permanent vegetative cover to lessen runoff and soil erosion.
PURPOSE
To lessen soil erosion and permanently stabilize disturbed areas created by
grading of construction sites.
CONDITIONS WHERE PRACTICE APPLIES
All bore soil areas an construction sites which are not covered by structures
or other erosion control devices.
PREPARATION
Prepare seedbed by ripping, chiseling, harrowing or plowing to depth of six
inches so as to produce a loose, friable surface. Remove all stones,
boulders, stumps or debris from the surface which would prohibit germination
or plant growth. Spread topsoil in a layer 3" - 6" depth.
Incorporate into the sail 800 to 1,000 pounds of 10-10-10 fertilizer plus 500
pounds of twenty percent (20%) superphosphate per acre and two tons of
dolomitic lime per acre unless soil tests indicate that a lower rate of lime
can be used.
Mulch after seeding with 1.5 tons of grain straw per acre and either crimp
straw into soil or tack with liquid asphalt at 400 gallons per acre or
emulsified asphalt at 300 gallons per acre.
PLANTS & MIXTURE PLANTING RATE/ACRE PLANTING DATES
Tall Fescue 100-150 lbs. Aug. 15 - Oct. 15
(Low Maintenance) Feb. 15 -May 1
Tall fescue 200-250 lbs. Aug. 15 - Oct. 15
Waterways and Feb. 15 - May 1
Lawns (High Maint.)
Blend of two turf- 200-250 lbs. Aug. 15 - Oct. 15
type tall Fescues Feb. 15 - May 1
(90%) and two or
more improved
Kentucky bluegrass
varieties (10%)
(high maintenance)
Tall Fescue 100 lbs. Feb. 15 - May 1
and and Aug. 15 - Oct. 15
Kobe or Korean 20-25 lbs.
Lespedeza
Tall Fescue 50 lbs./acre Nov. 1 - Feb. 1
(Unscarified)
Tall Fescue and 60 lbs. July and August
German Millet or and
Su
dangrass 2 30 lbs.
Tall Fescue 70 lbs. Nov. 1 - Jan. 30
and and
Ryegrain 2 25 lbs.
Common Bermudagrass 8 lbs. (hulled) April 15 - June 30
15-20 lbs. (unhulled) Feb. 1 - March 30
1 For spring seedings, use Scarified Lespedeza seed. For late fall and
winter seedings, use unscarified seed.
2 Annuals such as Millet, Sudangrass and Ryegrain must be kept at 10-12"
maximum height.
Revised: 1 /28/11
north carulina PERMANENT SEEDING SPECS Scale: NTS
I I i I DUNN 400.17
CITY of DUNN
city o unn NORTH CAROLINA
Department of Public Works Sheet 1 of 1
GENERAL MAINTENANCE PLAN:
1. THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL MEASURES AS
SPECIFIED BY NOTES ON DETAILS.
2. ALL TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL PRACTICES WILL
BE INSTALLED AS NOTED ON THE EROSION CONTROL DETAILS.
3. ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE CHECKED FOR
STABILITY AND OPERATION ON A WEEKLY BASIS AND FOLLOWING EVERY
RUNOFF PRODUCING RAINFALL EVENT. ANY REPAIRS SHALL BE MADE
IMMEDIATELY TO MAINTAIN THE FUNCTION OF THE PRACTICE.
4. TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM THE UPSLOPE SIDE
OF SEDIMENT FENCE WHEN SEDIMENT BUILDS UP TO A DEPTH OF 0.5 FEET.
SEDIMENT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN ITS
FUNCTION.
5. REFER TO DETAIL SHEET C5.02 FOR ADDITIONAL MAINTENANCE NOTES ON
EROSION CONTROL STRUCTURES.
TREE PROTECTION
DVEN WIRE FABRIC
(IF REQUIRED)
SILT FENCE FABRIC
(IF REQUIRED)
-7
3'-0"
PACT THOROUGHLY 2'-2"
.4-
4" FILTER FABRIC TO BE
BURIED
TEEL POST UNDER EXISTING
GRADE
HOLES SET
FOR DEWATERING
COMPACTED DIKE TO
/ PREVENT BY-PASS FLOW,
6" HIGHER - -� PROTECTIONTHAN OUTLET
SLOPE r
-------------------
2:1 SLOPE, GRAVEL BLANKET
TEMPORARY WIRE DEWATERING
SEDIMENT P00�- SCREEN
■ ■ ■
2'
1' MIN
2' MAX
"1=111�111=
-III
Ili III -I I
•`••
BUTT BLOCKS FIRMLY AGAINST
CONCRETE AND LET BLOCKS EXTEND
SEDIMENT
'
.
AS NECESSARY AT EDGES.
CONSTRUCTION SPECIFICATIONS
1. TO PREVENT BYPASS FLOW, TOP OF STRUCTURE SHOULD
BE 6" MINIMUM BELOW GROUND ELEVATION ON THE
DOWNSLOPE SIDE. OTHERWISE, CONSTRUCT A TEMPORARY
MAINTENANCE
DIKE TO PREVENT BYPASS FLOW. THE DIKE SHOULD BE
1. INSPECT STRUCTURE AT LEAST ONCE
COMPACTED AND AT LEAST 6" HIGHER THAN THE
WEEKLY AND AFTER EACH SIGNICANT ("
STRUCTURE AND STABILIZED APPROPRIATELY.
OR GREATER) RAINFALL EVENT. REMOVE
2. EXCAVATE INLET PROTECTION MAY BE USED WITH
SEDIMENT, AND MAKE NEEDED REPAIRS
STRUCTURAL INLET PROTECTION TO PREVENT BYPASS
IMMEDIATELY.
FLOW, IMPROVE TRAP EFFICIENCY, AND PROVIDE SEDIMENT
2. WHEN THE CONTRIBUTING DRAINAGE AREA
STORAGE CAPACITY.
HAS BEEN STABILIZED, INSPECTED, AND
3. EXCAVATE FOUNDATION FOR THE BLOCKS ON LEVEL GRADE
APPROVED, REMOVE ALL CONSTRUCTION
AT LEAST 2" BELOW THE TOP OF THE STORM DRAIN.
MATERIAL AND ANY UNSTABLE SEDIMENT
4. PLACE BOTTOM ROW OF BLOCKS AGAINST EDGE OF STORM
AND DISPOSE OF THEM PROPERLY.
DRAIN. BUTT BLOCKS FIRMLY AGAINST CONCRETE AND LET
STABILIZE AS SHOWN ON PLAN.
BLOCKS EXTEND AS NECESSARY AT EDGES. STORM DRAIN
PROVIDES LATERAL SUPPORT AND PREVENTS
UNDERCUTTING. SUPPORT BLOCKS LATERALLY WITH 2"X4"
WOOD STUDS THROUGH BLOCK OPENINGS IF NECESSARY.
DO NOT USE MORTAR.
5. LAY ONE BLOCK ON ITS SIDE IN EACH SIDE OF THE
BOTTOM ROW TO DRAIN THE POOL. PLACE WIRE SCREEN
(HARDWARE CLOTH) OVER BLOCK OPENINGS TO HOLD
GRAVEL IN PLACE.
6. PLACE GRAVEL AROUND BLOCKS ON A 2:1 SLOPE OR
FLATTER, ALLOWI N G 2-4" BETWEEN TOP OR GRAVEL AND
TOPS OF BLOCKS.
NTS
STORM DRAIN INLET PROTECTION Re"Scale: NNTSiced: ,
8/1
north carotins
BLOCK
DUNN &GRAVEL FILTER
I I I I CITY of DUNN 40 ,1In
city o nnn NORTH CAR01JNA
Department of Public Works Sheet 1 of 1
SANDBAG 10 MIL PLASTIC LINING
10 MIL PLASTIC LINING I PLYWOOD 48"x24"
WOOD FRAME SECURELY PAINTED WHITE BLACK LETTERS
FASTENED AROUND 6' HEIGHT
4'�BM ENTIRE PERIMETER WITH
TWO STAKES SECTION B-B
SECTION A -A NOT TO SCALE LAG SCREWS CONCRETE
LATH AND NOT TO SCALE
WASHOUT
FLAGGING ON
Q anrc �-10' MINIMUM
�__10 MINIMUM
V
SANDBAG
BERM
19_11911
> 0 0 C U
10 MIL 10 MIL PLASTIC LININ_
PLASTIC PLAN TYPE "ABOVE GROUND"
LINING TYPE "BELOW GROUND" WITH WOOD PLANKS
STRAW BALE
STAPLES 10 MIL PLASTIC LINING BINDER WIRE
(2 PER BALE)
NATIVE MATERIAL
(OPTIONAL) _ _ 2L
WOOD OR 1.12" DIA
METAL STAKES SECTION STEEL WIRE -ni
�
(2 F'ER BALE) NOT TO SCALE
E
STAPLE
10' MINIMUM I DETAIL
B
VARIES
10 MIL /
PLASTIC J PLAN STRAWBALE
LINING
TYP
TYPE "ABOVE GRADE"
WITH STRAW BALES
NOTES:
TWO -STACKED
2X12 ROUGH 35"
WOOD FRAME
STAKE
(TYP)
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
WOOD POST
3.5"x3.5"x8'
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE
TEMPORARY CONCRETE WASHOUT FACILITY.
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT
FACILITIES SHALL BE REMOVED FROM THE SITE OF THE WORK AND
DISPOSED OR RECYCLED.
4. HOLES, DEPRESSIONS OROTHERGROUND DISTURBANCES CAUSED BYTHE
REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE
BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION.
5. MUST BE LOCATED >50 FT AWAY FROM INLETS/WATERWAYS UNLESS THERE
IS NO OTHER PRACTICAL ALTERNATIVE.
2
C5.01
GROUND STABILIZATION CHART
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
DIKES, SWALES, DITCHES, AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN
2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN WIN LENGTH.
ALL OTHER AREAS WITH SLOPES
FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
2-3" COARSE AGGREGATE'
GEOTEXTILE FABRIC
TO STABILIZE FOUNDATION
>2%
GEOTEXTILE FABRIC
TO STABILIZE FOUNDATION
DIVERSION
I Zi
RIDGE
. PUBLIC ROAD
INSTALLATION:
1. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE
FOUNDATION AREA. GRADE AND CROWN FOUNDATION FOR POSITIVE DRAINAGE.
2. IF THE SLOPE TOWARDS THE ROAD EXCEEDS 2%, CONSTRUCT A RIDGE, 6-8" HIGH
WITH 3:1 SIDE SLOPES, ACROSS THE FOUNADTION APPROXIMATELY 15 FT FROM
THE ENTRANCE TO DIVERT RUNOFF AWAY FROM THE PUBLIC ROAD.
3. PLACE GEOTEXTILE FABRIC ON GRADED FOUNDATION TO IMPROVE STABILITY,
ESPECIALLY WHERE WET CONDITIONS ARE ANTICIPATED.
4. PLACE STONE TO DIMENSIONS AND GRADE SHOWN ON PLANS. LEAVE SURFACE
SMOOTH AND SLOPED FOR DRAINAGE.
5. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM THE STONE PAD TO A SEDIMENT
TRAP OR BASIN.
6. INSTALL PIPE UNDER PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE.
MAINTENANCE:
1. INSPECT ENTRANCE/EXIT PAD AND SEDIMENT DISPOSAL AREA AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (J" OR GREATER) RAIN EVENT OR HEAVY USE.
2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
3. TOPDRESS WITH CLEAN STONE AS NEEDED.
4. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROAD.
5. REPAIR ANY BROKEN ROAD PAVEMENT IMMEDIATELY.
Dnorth c=Hna
UNN
19 GUAGE HARDWARE CLOTH
WITH 1/4' OPENING
DRIVE 5' STEEL PC
2' INTO THE GROUI
MAX 4' APART
2:
NC DOT #5 or
WASHED STONE
CONSTRUCTION ENTRANCE
TEMPORARY
CITY of DUNN
NORTH CAROLINA
Department of Public Works
4' MAX
Jcale: Nit)
400.07
Sheet 1 of 1
19 GUAGE HARDWARE CLOTH
WITH 1/4- OPENINGS
DRIVE 5STEEL POSTS
2' INTO THE GROUND
MAX 4' APART
SLOPE
T7
TODCN or #57
WASHED STONE
CONSTRUCTION SPECIFICATIONS
1. UNIFORMLY GRADE A SHALLOW DEPRESSION
MAINTENANCE
APPROACHING THE INLET.
2. DRIVE 5' STEEL POSTS 2' INTO THE GROUND
INSPECT INLETS AT LEAST WEEKLY AND
SURROUNDING THE INLET. SPACE POSTS EVENLY
AFTER EACH SIGNICANT (J" OR GREATER)
AROUND THE PERIMETER OF THE INLET, A MAXIMUM
RAINFALL EVENT. CLEAR THE MESH WIRE OF
OF 4' APART.
ANY DEBRIS OR OTHER OBJUECTS TO
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE
PROVIDE ADEQUATE FLOW FOR SUBSEQUENT
CLOTH. SECURE THE WIRE MESH TO THE STEEL
RAINS. TAKE CARE NOT TO DAMAGE OR
POSTS AT THE TOP, MIDDLE AND BOTTOM. PLACING
UNDERCUT THE WIRE DURING SEDIMENT
A 2' FLAP OF THE WIRE MESH UNDER THE GRAVEL
REMOVAL.
FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE)
ON A 2:1 SLOPE WITH A HEIGHT OF 16" AROUND
THE WIRE, AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS
BEEN STABILIZED, REMOVE ACCUMULATED SEDIMENT,
AND ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZE IT
WITH GROUNDCOVER.
north Mina STORM DRAIN INLET PROTECTION RCVScale:' NTS "
DUNN HARDWARE CLOTH & GRAVEL FILTER 400.11
CITY of DUNN
city of dunn NORTH CAROLINA
Department of Public Works Sheet 1 of 1
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EROSION CONTROL
DETAILS
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POLYETHYLENE FABRIC ON FACE (8 MIL
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SECTION A -A
STREAM BYPASS
NOTES
PROPOSED EARTH BERM (TYP)
FROM PUMP
PROPOSED EARTH BERM, TYP
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POLYETHYLENE FABRIC ON FACE (8 MIL
THICK)
TEMPORARY STONE DAM
1. WORK SHOULD BE SCHEDULED SO THAT CONSTRUCTION CAN BE COMPLETED DURING A TIME OF MINIMAL PRECIPITATION.
2. PUMP AND LINE SIZES TO BE DETERMINED BY THE CONTRACTOR.
3. ALL EROSION CONTROL DEVICES TO BE IN PLACE PRIOR TO CROSS DRAINAGE PIPE INSTALLATION.
4. WIDTH OF CONSTRUCTION EASEMENT SHALL BE MINIMIZED BASED UPON FIELD CONDITIONS. ANY DISTURBANCE EXCEEDING WHAT IS SHOWN ON PLANS MAY REQUIRE ADDITIONAL
WATER QUALITY PERMITTING.
MAINTENANCE
1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES% INCH OR MORE OF RAIN.
2. REMOVE SEDIMENT AND WOODY DEBRIS PROMPTLY.
3. REMOVE COLLECTED SEDIMENT FROM STONE/RIP-RAP AREAS AS NECESSARY. TOP DRESS WITH 2". WASHED STONE AS NECESSARY.
CONSTRUCTION SEQUENCE
1. CONTRACTOR TO INSTALL ALL CROSS DRAINAGE PIPING DURING DRY WEATHER.
2. INSTALL COMPOST FILTER SOCK BETWEEN EXISTING STREAM AND AREA OF DISTURBANCE FOR ALL CULVERTS.
3. CONTRACTOR TO CHOSE EITHER THE BYPASS PUMP AROUND OPTION OR THE BYPASS CHANNEL OPTION , WHICH ARE SHOWN IN THIS SHEET. SEE THIS SHEET FOR DETAILS.
4. BYPASS PLANS ARE SCHEMATIC. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN, INSTALLATION, MAINTENANCE, OPERATION AND REMOVAL OF ALL EQUIPMENT AND TEMPORARY
CONSTRUCTION TO INSURE "DRY" WORKING CONDITIONS.
5. INSTALL UPSTREAM AND DOWNSTREAM TEMPORARY STONE DAMS (NCDOT CLASS B RIP -RAP) WITH WATERPROOF POLYETHYLENE FABRIC FACING (MINIMUM 8 MIL THICK).
DOWNSTREAM TEMPORARY STONE DAM IS INTENDED TO FUNCTION AS A TEMPORARY STREAM CROSSING AND SHOULD HAVE A MINIMUM TOP WIDTH OF 101
.
6. INSTALL "CLEAN" WATER BYPASS PUMPS OR DIVERSION CHANNEL. SEE DETAILS THIS SHEET.
7. INSTALL WORK AREA DEWATERING PUMP AND SEDIMENT FILTER BAG AT TOP OF BANK. DEWATER CONSTRUCTION AREA BETWEEN STONE DAMS USING THE FILTER BAG.
8. CONSTRUCT CULVERT AND END TREATMENTS.
9. BEGIN BACKFILLING AROUND CROSS DRAINAGE PIPING.
10. REMOVE TEMPORARY COMPOST FILTER SOCK WHEN BACKFILL REACHES COMPOST FILTER SOCK.
11. CONCURRENTLY WITH STEP 10 REMOVE PUMPS, SEDIMENT BAGS, AND TEMPORARY STONE DAMS. (REMOVE POLYETHYLENE, REMOVE AND STOCKPILE RIP -RAP, TO THE LEVEL OF
THE STREAM BOTTOM, FOR USE IN CONSTRUCTING RIP -RAP DISSIPATOR.
12. MAINTAIN ALL EROSION CONTROL DEVICES TO PREVENT SEDIMENT ENTERING THE CULVERT.
13. CONTRACTOR WILL BE RESPONSIBLE FORALL SUPPLIES REQUIRED FORANY PUMPING OF WATER FLOW UNTIL CULVERT IS CONSTRUCTED.
SEWN -IN CONNECTION SLEEVE FOR PUMP
DISCHARGE HOSE
SILT FENCE
COVER #57 STONE PAD
WITH GEOTEXTILE FABRIC
24"MIN
#57 STONE
POLYETHYLENE SHEETING
(6 MIL MIN)
MAINTENANCE NOTES:
1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT PRODUCING% INCH OR MORE
OF RAIN. ANY DAMAGE TO THE SEDIMENT FILTER BAG SHALL BE REPAIRED
IMMEDIATELY.
2. TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6" OF SEDIMENT
HAS ACCUMULATED OR IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
3. MONITOR SEDIMENT FILTER BAG REGULARLY FOR THE PRESENCE OF TURBID
WATER BEING DISCHARGED. IF ANY TURBID WATER IS BEING DISCHARGED FROM
THE BAG THE SITUATION SHALL BE RESOLVED IMMEDIATELY. IF TEMPORARY
BLOCKAGES ARE NOT FOUND, ASSUME THE BAG IS AT SEDIMENT CAPACITY AND
REPLACE IMMEDIATELY.
TOP VIEW
[�lllil[�]Q/G1■�I�IIQ[eL91:L'11�
VARIES WITH GROUND LINE SLOPE
SEDIMENT FILTER BAG
6" MIN
24"MIN
SILT FENCE
USE #57 STONE TO LEVEL BAG FROM
NATURAL GROUND LINE
NOTES:
1. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE
TEMPORARY SEDIMENT FILTER BAG WHEN PUMPING.
2. THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS
DRAWING MAY VARY PER VENDOR SPECIFICATIONS.
3. TEMPORARY SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN -IN SLEEVE OF
SUFFICIENT SIZE TO ACCEPT A MINIMUM FOUR -INCH DIAMETER PUMP DISCHARGE
HOSE. THE DISCHARGE HOSE SHOULD BE EXTENDED INTO THIS SLEEVE A MINIMUM
OF SIX INCHES AND BE TIGHTLY SECURED WITH A HOSE CLAMP OR OTHER SUITABLE
MEANS TO PREVENT LEAKAGE. HOSE CONNECTION THROUGH A SLIT IN THE BAG WILL
NOT BE ACCEPTABLE.
4. THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF
DURING DISPOSAL OF THE TEMPORARY SEDIMENT FILTER BAG IN ORDER TO PREVENT
LEAKAGE OF COLLECTED SEDIMENTS.
5. TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6 INCHES OF
SEDIMENT HAS ACCUMULATED OR IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
6. CONTRACTOR SHALL SIZE THE BAG DEPENDING ON USE AND FLOW REQUIREMENTS.
r GEOTEXTILE FABRIC
SEDIMENT I
FILTER BAG
VARIES
SIDE VIEW
SEDIMENT FILTER BAG 4
NOT TO SCALE cs.o2
FLOW
HEIGHT 112 BANKFULL
DEPTH MIN OR WSE + 1.0
FABRIC
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FABRIC -
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IMPERVIOUS POLYETHYLENE WITH
SANDBAGS, RIP -RAP, OR OTHER
APPROVED NON -ERODIBLE
MATERIAL
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3.0' MIN. IMPERVIOUS
POLYETHYLENE
MEMBRANE, 20 MIL
52M1AX THICK
DRY WORK
AREA
IMPERVIOUS DIKE
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EXISTING STREAM BED
SANDBAGS,
RIP -RAP, OR
OTHER APPROVED
NON -ERODIBLE
MATERIAL
TEMPORARY SEEDING for LATE WINTER/EARLY SPRING
Species Rate (lb per acre)
Rye (grain) 120
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in mountains) 50
SEEDING DATES
Mountains - Above 2500 ft: Feb 15 - May 15
Below 2500 ft: Feb 1 - May 1
Piedmont - Jan 1 - May 1
Coastal - Dec 1 - Apr 15
SOIL AMENDMENTS
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
MULCH
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
MAINTENANCE
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
TEMPORARY SE RVG for SUMBR
SEEDING M/XIWE
Species Rate (Ib per acre)
German Millet 40
In the Piedmont and Mountain areas, a small -stemmed Sudangrass may
be substituted at a rate of 50 Ib/acre.
SEEDING DALES
Mountains - May 15 - Aug 15
Piedmont - May 1 - Aug 15
Coastal - Apr 15 -Aug 15
SOIL AMENDMENTS
Follow recommendations of soil tests or apply ZOOO Ib/acre ground
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
MULCH
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
MA/N7ENAN[:E
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch
immediately following erosion or other damage.
TEMPORARY SEEDING for FALL
SEEDING MIXTURE
Species Rate (lb per acre)
Rye (grain) 120
SEEDING DATES
Mountains -Aug 15 - Dec 15
Coastal & Piedmont - Aug 15 - Dec 30
SOIL AMENDMENTS
Follow recomendations of soil tests or apply 2,000 lb/acre ground
agricultural limmestone and 1,000 lb/acre 10-10-10 fertilizer.
MULCH
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulch anchoring tool.
MAINTENANCE
Repair and refertilize damaged areas immediately. Topdress with 50 lb/acre
of nitrogen in March. If it is necessary to extend temporary cover beyond
June 15, overseed with 50 lb/acre Kobe (Piedmont and Coastal Plain)
or Korean (Mountains) lespedeza in late February or early March.
north Carolina
D UNN
TEMPORARY SEEDING SPEC"S
CITY of DUNN
NORTH CAROLINA
Department of Public Works
Scale: NTS
400.16
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GENERAL NOTES
TRAFFIC CONTROL NOTES
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ALL TRAFFIC CONTROL DEVICES AND PROCEDURES SHALL CONFORM TO THE CURRENT EDITION OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS, THE NCDOT ROADWAY STANDARD DRAWINGS AND THE
CURRENT EDITION OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURE.
ADAPT THE TRAFFIC CONTROL PLANS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD CONDITIONS TO
PROVIDE SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS
IN THE DETAIL DRAWINGS, STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE, OR RESULT IN
DUPLICATE, OR UNDESIRED OVERLAPPING OF DEVICES. MODIFICATIONS MAY INCLUDE: MOVING
SUPPLEMENTING, COVERING OR REMOVING DEVICES.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT,
EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER.
A. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL, RELOCATE, AND MAINTAIN ALL TRAFFIC
CONTROL DEVICES, SIGNS, BARRICADES, WARNINGS AND/OR CHANNELING DEVICES FOR WORK SITES AND
DETOUR ROUTES AS SHOWN IN TRAFFIC CONTROL PLANS UNLESS OTHERWISE SPECIFIED WITHIN THE
TRAFFIC CONTROL PLANS. THE LOCATION AND POSITIONING OF THESE BARRICADES, SIGNS, ETC. SHALL BE
APPROVED AND INSPECTED BYTHE PROJECT INSPECTOR.
B. THE CONTRACTOR SHALL COORDINATE WITH THE PROJECT INSPECTOR PRIOR TO BEGINNING ANY WORK
THAT WILL REQUIRE THE PLACEMENT OF SIGNS OR OTHER TRAFFIC CONTROL DEVICES BY THE
CONTRACTOR. ALL INFORMATION MUST BE IN WRITING TO THE ENGINEER REGARDING THE TRAFFIC
CONTROL PLAN. THE CONTRACTOR IS TO NOTIFY THE ENGINEER 10 WORKING DAYS IN ADVANCE OF ANY
ROAD CLOSURE.
C. THE CONTRACTOR SHALL MARK ALL HAZARDS WITHIN THE LIMITS OF THE PROJECT WITH
WELL -MAINTAINED SIGNS, BARRICADES, WARNING AND/OR CHANNELIZING DEVICES SHALL BE MOVED,
SUPPLEMENTED, CHANGED, OR REMOVED AS REQUIRED DURING THE PROGRESS OF CONSTRUCTION AS
APPROVED BY THE ENGINEER.
D. THE CONTRACTOR SHALL PROVIDE PROPERTY OWNERS AND TENANTS ACCESS TO THEIR PROPERTY
THROUGHOUT THE PROJECT, INCLUDING INGRESS AND EGRESS FOR BUSINESSES.
E. TRAFFIC CONTROL PLANS (TCP) FOR THIS PROJECT CONSIST OF SEVERAL TYPICAL DRAWINGS AND
STANDARDS SHOWING TRAFFIC CONTROL DEVICES TO BE USED WHERE VARIOUS TYPES OF CONSTRUCTION
ACTIVITIES ARE OCCURRING ON THE PROJECT. THESE DRAWINGS ARE FOR TYPICAL SITUATIONS AND
SHOULD BE ADAPTED TO THE ACTUAL FIELD CONDITIONS. UNFORESEEN FIELD SITUATIONS MAY PREVENT
THE ADAPTION OF THE PRESCRIBED TYPICAL DRAWING OR STANDARD EXACTLY AS SHOWN. THE
CONTRACTOR, AT THE DIRECTION OF THE ENGINEER, SHALL MOVE, SUPPLEMENT, CHANGE, AND/OR
REMOVE THE TRAFFIC CONTROL DEVICES ASSOCIATED WITH THESE TYPICAL DRAWINGS AND/OR
STANDARD DRAWINGS TO ENSURE THAT THE MOTORIST CAN PASS THROUGH THE CONSTRUCTION AREA IN
A SAFE AND EFFICIENT MANNER.
F. CONSTRUCTION PHASING MAY DICTATE THAT TWO OR MORE TYPICAL DRAWINGS OR STANDARDS BE USED
IN ONE AREA OF CONSTRUCTION. CHANNELIZING DEVICES ASSOCIATED WITH THESE TYPICALS SHALL BE
MOVED, SUPPLEMENTED, CHANGED, OR REMOVED AS REQUIRED BY THE CONSTRUCTION PHASING OF THE
PLANS. THE LOCATION AND POSITIONING OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER TO
ENSURE THAT THE MOTORIST DOES NOT RECEIVE FALSE INFORMATION WHEN TWO OR MORE TYPICALS
AND/OR ROADWAY STANDARD DRAWINGS OVERLAP.
G. TEMPORARY OPERATIONAL SIGNS ARE GENERALLY MOUNTED ON PORTABLE SUPPORTS. THESE ARE
NORMALLY USED FOR SHORT-TERM OPERATIONS TO WARN AND GUIDE TRAFFIC THROUGH OR AROUND
CONSTRUCTION AREAS WITHIN A CONSTRUCTION ZONE. OPERATIONAL SIGNS SHALL BE INSTALLED PRIOR
TO THE START OF OPERATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER, SIGNS SHALL
BE MAINTAINED IN PROPER POSITION AND KEPT CLEAN AND LEGIBLE AT ALL TIMES. INSTALL SAND BAG
BALLAST, OR OTHER APPROVED DEVICES TO PREVENT MOVEMENT OF SIGNS BY WIND OR PASSING
VEHICLES AS NEEDED. SIGNS SHALL BE REMOVED WHEN NOT APPLICABLE. THE BOTTOM OF THE SIGN
SHALL BE A MINIMUM OF 1 FOOT ABOVE THE PAVEMENT SURFACE.
H. WORK ON THE PROJECT OR ANY SEPARATE ACTIVITY THEREIN SHALL NOT START UNTIL ALL OF THE
REQUIRED SIGNS, BARRICADES, WARNING, AND/OR CHANNELIZING DEVICES ARE INSTALLED AND
INSPECTED AND THEN APPROVED BY THE PROJECT INSPECTOR AND PERMITS HAVE BEEN ACQUIRED.
I. ANY EXISTING PAVEMENT MARKINGS DETERMINED BY THE ENGINEER TO BE MISLEADING OR IN CONFLICT
WITH THE TRAFFIC CONTROL PLAN SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR PRIOR TO
PROCEEDING WITH ANY CONSTRUCTION ACTIVITY.
J. ALL TEMPORARY PAVEMENT MARKINGS APPLIED BY THE CONTRACTOR SHALL BE IN PAINT UNLESS
OTHERWISE SPECIFIED ON THE PLANS OR IN THE SPECIAL PROVISIONS.
K. THE CONTRACTOR MUST BE PREPARED TO PROVIDE FLAGGERS DURING CONSTRUCTION ACTIVITY.
L. FLAGGERS' ATTIRE SHALL INCLUDE A FLUORESCENT VEST, SHIRT, OR JACKET WORN AS THE OUTER LAYER OF
CLOTHING. THE FLAGGER SHALL BE EQUIPPED WITH A STOP/SLOW PADDLE. RED FLAGS WILL BE
ACCEPTABLE IN LIEU OF THE PADDLE IN EMERGENCY SITUATIONS ONLY. FLAGGERS, PROPERLY EQUIPPED
AND INSTRUCTED, WILL BE PROVIDED BY THE CONTRACTORS AND STATIONED AT THE LOCATIONS
SPECIFIED OR AS DIRECTED BY THE ENGINEER. A FLUORESCENT CAP MAY BE REQUIRED.
M. ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN.
N. THE CONTRACTOR SHALL REPAIR ALL DRIVEWAYS, DRIVEWAY PIPES, CURB AND GUTTER, SIDEWALKS AND
STREET TO EXISTING CONDITIONS OR BETTER.
O. PEDESTRIAN CONSIDERATIONS IN WORK ZONES.
THERE ARE THREE THRESHOLD CONSIDERATIONS IN PLANNING FOR PEDESTRIAN SAFETY IN TEMPORARY
TRAFFIC CONTROL ZONES:
1. PEDESTRIANS SHOULD NOT BE LED INTO CONFLICT WITH WORK SITE VEHICLES, EQUIPMENT OR
OPERATIONS.
2. PEDESTRIANS SHOULD NOT BE LED INTO DIRECT CONFLICTS WITH TRAFFIC MOVING THROUGH OR
AROUND THE WORK SITE.
3. PEDESTRIANS SHOULD BE PROVIDED WITH A SAFE, CONVENIENT TRAVEL PATH THAT REPLICATES, AS
NEARLY AS POSSIBLE, THE EXISTING PEDESTRIAN FACILITY THROUGH THE WORK SITE.
THE NEEDS OF ALL PEDESTRIANS, INCLUDING THE VISUALLY IMPAIRED, THE HEARING IMPAIRED AND THOSE
WITH OTHER PHYSICAL DISABILITIES, MUST BE ACCOMPANIED AT WORK SITES.
EVERY EFFORT SHOULD BE MADE TO SEPARATE PEDESTRIANS TRAFFIC FROM BOTH WORK SITE ACTIVITY AND
ADJACENT TRAFFIC. PROTECTIVE BARRICADES, FENCING, HANDRAILS, AND BRIDGES, TOGETHER WITH WARNING
AND GUIDANCE DEVICES AND SIGNS SHOULD BE UTILIZED SO THAT THE PASSAGEWAY FOR PEDESTRIANS IS
SAFE AND WELL-DEFINED. WHERE IT IS NECESSARY TO DIVERT PEDESTRIANS INTO THE PARKING LANE OF A
STREET, APPROVED BARRICADING AND DELINEATION SHALL BE PROVIDED TO SEPARATE THE PEDESTRIAN
WALKWAY FROM THE ADJACENT TRAFFIC LANE. AT NO TIME SHALL PEDESTRIANS BE DIVERTED INTO A PORTION
OF THE STREET WHICH IS OPEN TO VEHICULAR TRAFFIC, WHEN A SAFE PASSAGEWAY CAN BE PROVIDED
AROUND A WORK SITE, SIGNING SHOULD BE USED TO DIRECT PEDESTRIANS TO SAFE STREET CROSSINGS IN
ADVANCE OF THE WORK AREA. SIGNS SHOULD BE PLACED AT THE INTERSECTIONS NEAREST TO THE WORK SITE
SO THAT PEDESTRIANS, PARTICULARLY IN HIGH TRAFFIC -VOLUME AREAS, ARE NO CONFRONTED WITH
MID-BLOOCK CROSSING. IT SHOULD BE RECOGNIZED THAT PEDESTRIANS GENERALLY WILL NOT RETRACE THEIR
STEPS TO MAKE A SAFE CROSSING. CONSEQUENTLY, AMPLE ADVANCE NOTIFICATIONS OF SIDEWALK CLOSURES
IS IMPORTANT. IN AREAS WHERE OVERHEAD CONSTRUCTION IS TAKING PLACE ADJACENT TO A PUBLIC
PEDESTRIAN AREA, A COVERED WALKWAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CHAPTERS 11 AND
24 OF THE NORTH CAROLINA STATE BUILDING CODE. WHERE PEDESTRIAN ACCESS IS TO BE MAINTAINED
ACROSS AN EXCAVATION, A BRIDGE DESIGNED TO SUPPORT A LOAD OF NOT LESS THAN 150 LBS/SQ. FT. SHALL
BE CONSTRUCTED. SUITABLE RAMPS SHALL BE PROVIDED AT EACH END AND FENCES AND HANDRAILS SHALL BE
PROVIDED ALONG EACH SIDE. (SEE SECTION 2401.1 OF THE NORTH CAROLINA STATE BUILDING CODE).
1. PROJECT NOTES ARE NOT INTENDED TO BE USED AS GENERAL NOTES FOR THE PROJECT. THEY ARE TO BE
USED AT SPECIFIC LOCATIONS AS REQUIRED BY THE DETAILS OF THE TRAFFIC CONTROL PLANS.
2. TRAFFIC CONTROL DEVICES SHALL BE LOCATED NO CLOSER THAN 5 FT. TO A TRENCH AT EXISTING GRADE,
MEASURED FROM THE SIDE FACING TRAFFIC.
3. MAXIMUM SPACING BETWEEN CHANNELIZING DEVICES SHALL BE 20 FT. IN TANGENT AREAS, 20 FT. IN
TAPERS, AND 10 FT. IN RADII UNLESS OTHERWISE INDICATED ON THE PLANS.
4. WHEN USING TYPE III BARRICADES WITH "ROAD CLOSED" SIGN ATTACHED, BARRICADES SHALL BE OF
SUFFICIENT LENGTH TO CLOSE ROADWAY. ALL TYPE III BARRICADES SHALL INCLUDE FLASHING WARNING
LIGHTS.
5. WHEN USING TYPE III BARRICADES WITH "ROAD CLOSED TO THRU TRAFFIC" SIGN ATTACHED, BARRICADES
SHALL BE OF SUFFICIENT LENGTH TO CLOSE 1/2 ROADWAY. CONTRACTOR SHOULD BE AWARE THAT
WHEN THE CONSTRUCTION AREA IS IN OR NEAR A VERTICAL CREST OR HORIZONTAL CURVE, THE WORK
AREA SHALL BE EXTENDED SO THAT LANE CLOSURE BEGINS IN ADVANCE OF THE CURVE AND MINIMUM
STOPPING SIGHT DISTANCE IS MET.
6. WHEN TRAFFIC PROCEEDS THROUGH OR ADJACENT TO CONSTRUCTION ACTIVITY OR A WORK ZONE,
FLAGGER(S) AND FLAGGER SYMBOL SIGN(S) (W20-7A) SHALL BE USED AS DIRECTED BY THE PROJECT
INSPECTOR TO SLOW AND/OR STOP TRAFFIC AND DIRECT IT THROUGH THE WORK AREA. SIGN W20-7A
SHALL NOT BE DISPLAYED EXCEPT WHEN FLAGGER IS PRESENT.
7. THE CONTRACTOR SHALL MAINTAIN A SMOOTH TRANSITION FROM EXISTING PAVEMENT TO PROPOSED
PAVING OPERATION.
8. INSTALL ADVANCE WARNING DEVICES FOR FULL ROAD CLOSURE.
9. CONTRACTOR SHALL SUPPLY AND INSTALL ALL TEMPORARY PAVEMENT MARKINGS AS SHOWN ON THE
PLANS OR AS DIRECTED BY THE ENGINEER.
10. THE CONTRACTOR SHALL FOLLOW THE PHASING AS DESCRIBED HEREIN. THE CONTRACTOR SHALL
COMPLETE THE REQUIREMENTS OF EACH CONSTRUCTION PHASE IN SEQUENCE (THIS PROJECT IS ONLY
PHASE 1) . WHEN A CONSTRUCTION PHASE IS DIVIDED INTO STEPS, THE CONTRACTOR SHALL COMPLETE
THE REQUIREMENTS OF EACH STEP IN SEQUENCE. (EXAMPLE: THE REQUIREMENTS OF PHASE I SHALL BE
COMPLETED BEFORE PROCEEDING TO PHASE 11; THE REQUIREMENTS OF STEP 1 OF PHASE I SHALL BE
COMPLETED BEFORE PROCEEDING TO STEP 2 OF PHASE 1). ALL WORK DESCRIBED IN THE PROJECT
PHASING SHALL BE PERFORMED BY THE CONTRACTOR, EXCEPT WHERE IT IS SPECIFIED FOR CERTAIN
WORK TO BE PERFORMED BY OTHERS.
11. THE CONTRACTOR SHALL NOT BE ALLOWED TO STOP TRAFFIC FOR MORE THAN 5 MINUTES AT A TIME IN
ANY ONE DIRECTION IF ROAD IS NOT CLOSED (UNLESS ROAD IS CLOSED WITH SIGNS AND DETOUR).
12. AT NIGHT AND DURING PERIODS OF CONSTRUCTION INACTIVITY, THE DIFFERENCE IN ELEVATION
BETWEEN LANES SHALL NOT EXCEED 1 INCH IF ROAD IS NOT CLOSED (UNLESS ROAD IS CLOSED WITH
SIGNS AND DETOUR).
13. FLAGGER(S) AND FLAGGER AHEAD SYMBOL SIGN(S) W20-7A MAY BE REQUIRED TO DIRECT TRAFFIC
THROUGH CONSTRUCTION ZONE DURING PAVEMENT DEMOLITION AND/OR CONSTRUCTION ACTIVITIES.
14. THE CONTRACTOR SHALL REPLACE ANY EXISTING PAVEMENT MARKINGS WHICH HAVE BEEN OBLITERATED
BY CONSTRUCTION ACTIVITIES AT THE END OF THE PROJECT CONSTRUCTION.
15. IF AN OPEN TRENCH OR A DIFFERENCE IN GRADE BETWEEN LANES GREATER THAN 1 INCH IS TO REMAIN
OVERNIGHT WITH ACTIVE TRAFFIC, BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF
EXISTING PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE OR USE TRAFFIC BEARING STEEL
PLATES.
16. CONTRACTOR SHALL NOT WORK ON BOTH SIDES OF THE ROADWAY SIMULTANEOUSLY WITHIN THE SAME
AREA UNLESS ROAD IS CLOSED.
17. INGRESS AND EGRESS SHALL BE MAINTAINED TO ALL BUSINESSES AND DWELLINGS AFFECTED BY THE
PROJECT. SPECIAL ATTENTION SHALL BE PAID TO FIRE HYDRANTS.
18. CONTRACTOR TO MAINTAIN ACCESS TO RESIDENTS AT ALL TIMES.
CONSTRUCTION PHASING
THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS AND CONSTRUCTION ENTRANCE
SIGNAGE IN ACCORDANCE WITH THE TRAFFIC CONTROL PLANS ONE WEEK PRIOR TO THE BEGINNING OF WORK.
THE SIGNAGE SHALL REMAIN IN PLACE UNTIL CONSTRUCTION IS COMPLETED.
THE PROJECT IS CONSTRUCTED IN ONE PHASE CONSISTING OF INSTALLATION OF EROSION AND SEDIMENT
CONTROL DEVICES, ASPHALT REMOVAL, EXISTING PIPE REMOVAL, TREE CLEARING, TRENCHING, BRIDGE
INSTALLATION, BACKFILL, ASPHALT REPLACEMENT, AND FINAL CLEANUP.
CONTRACTOR SHALL PREPARE SITE PER NCDOT 1101.3 AND SHEETS C5.00 & C5.01, THEN COMMENCE WORK.
CONTROL TRAFFIC FOR DURATION OF THE PROJECT.
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PLAN PREPARED BY:
Founded 1998
ALPHA & OMEGA GROUP
CIVIL I STRUCTURAL I WATER RESOURCES
4601 LAKE BOONE TRAIL, SUITE 3C, RALEIGH, NC 27607
OFFICE: [phone]
HTf P://W W W.AOG RO U P. CO M
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REVISIONS:
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DRN: WR DGN: WR CKD: WR
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THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH
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THE EXISTING SANITARY SEWER LINE WILL PASS THROUGH
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Call before you dig.
PLAN PREPARED BY:
Founded 1998
ALPHA & OMEGA GROUP
CIVIL I STRUCTURAL I WATER RESOURCES
4601 LAKE BOON TRAIL, SUITE 3C, RALEIGH, NC 27607
OFFICE: [phone]
HTTP://W W W.AOGROUP.COM
FIRM LICENSE NO. C-1684
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SHEET 2 OF 2

■■ WithersRavenel
lipOur People. Your Success.
DWI LETTERS

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
SHADIESKAF
Director
Mr. Steven Neuschafer, City Manager
City of Dunn
401 E. Broad Street
Dunn, North Carolina 28334
Dear Mr. Neuschafer:
NORTH CAROLINA
Environmental Quality
March 15, 2024
Subject: American Rescue Plan Act
Engineering Report Funding Approval
City of Dunn
West Pearsall Street Culvert Replacement
DWI Project Nos.: SRP-SW-ARP-0030
(Construction) & SRP-SW-ARP-0098 (Planning)
The Division of Water Infrastructure (Division) has completed its review of the engineering
report for the subject project. Based upon the review, the Division has determined that the above -
referenced project is eligible for funding as follows:
Eligible:
The project consists of replacing a box culvert with a constructed bridge composed of 18-inch
cored slab, 25' length x 57' width, over Juniper Creek. Replacement of 10" vitrified clay pipe
(VCP) sewer line with 64 LF of 10" ductile iron pipe (DIP) within 16" steel encasement pipe,
relocation of 266 LF of 6" restrained joint DIP water line, and installation of 133 LF of 15"
reinforced concrete pipe (RCP). Other appurtenances include bridge abutments /wing walls,
storm catchment basins, pavement, curb and gutter, and gabion walls.
Non -Eli ig ble:
Paving of roadways outside of right-of-way and excavated areas; spare parts, service contracts,
and maintenance contracts; and extended warranties.
Based upon a detailed review of the future bid documents, the Division may determine that
portions of the project are not eligible for funding and the total funding amount may be reduced.
Please note that funding is contingent on meeting the schedule provided in your Letter oflntent
to Fund, or your approved Funding Deadline Extension approval letter (if applicable), as tabulated
below:
D E Q�� North Carolina Department of Environmental Quality I Division of Water Infrastructure
512 N. Salisbury Street 1 1633 Mail Service Center I Raleigh, North Carolina 27699-1633
NORTH CAROLINA
oep�MaEnwmn�l Qua\ 919.707.9160

Steven Neuschafer, City Manager
City of Dunn
February 20, 2024
Page 2 of 2
Milestone
Date
Design -and -Bid Package Submittal
March 1, 2024
Design -and -Bid Package Approval
July 1, 2024
Advertise Project, Receive Bids, Submit Bid Information, and
Receive Authority to Award
November 1, 2024
Execute Construction Contracts
December 31, 2024
Receive Final Disbursement —Statutory ARPA only)
December 31, 2026
All costs incurred prior to March 3, 2021, are not eligible for ARPA funds,
and all ARPA funds must be expended prior to December 31, 2026.
The Division will make no disbursement of ARPA funds after December 31, 2026.
Please submit Plans and Specifications via the new Online Supporting Documentation Submittal
Form located at https://edocs.deg.nc.gov/Forms/DW-Document-Upload-Form. The link to the online
submittal form and a list of frequently asked questions can also be accessed from the Division's "I Have
Funding" page, https://www.deg.nc.gov/about/divisions/water-infrastructure/i-have-funding.
If you have any questions, please contact Steve Pusey either by telephone at 910.796.7304 or by
e-mail at [e-mail].
Sincerely,
,R 1/. (� —6,a�
Antonio V. Evans, P.E., Supervisor
Wastewater and Stormwater Projects Unit
cc: David Perry, PE, CFM, WithersRavenel, Cary, NC; dperrykwithersravenel.com
Antonio V. Evans, P.E. (DWI, via e-mail)
Steve Pusey (DWI, via e-mail)
Mark Hubbard, P.E. (DWI, via e-mail)
Allen Baker (DWI, via e-mail)
DWI Agreement ID 2000067379 (ER/EID — ERAL)

DocuSign Envelope ID: 7F39435A-7E29-4E21 -Al C9-3CA60287AA53
Itov COOPER
Governor
ELIZABETH S. BISER
Secretary
SHADIESKAF
Director
Mr. Steven Neuschafer, City Manager
City of Dunn
P.O. Box 1065
Dunn, North Carolina 28335
Dear Mr. Neuschafer:
NORTH CAROLINA
Environmental Quality
August 18, 2023
Subject: Stormwater Planning Grant Letter of Intent to
Fund
City of Dunn
Dunn Juniper Creek Stormwater Planning
April 2023 Application Cycle
Project No.: SRP-SW-ARP-0098
The Division of Water Infrastructure (Division) has reviewed your application for a
Stormwater Planning Grant, and the State Water Infrastructure Authority (SWIA) has approved
your project as eligible to receive a grant. The State Reserve Funds (SRP) grant from the
American Rescue Plan Act (ARPA) will be one hundred percent of eligible project costs up to a
maximum of $400,000. Projects funded from ARPA must meet applicable federal law and
guidance for the ARPA funds.
The first milestone is the submittal of a preliminary project scope that includes a cost
estimate and schedule for each major task by November 1, 2023. Please email this to Karin Britt
at [e-mail]. Upon review of this information, we will issue the grant agreement
and information package for your signature and approval.
All costs incurred prior to March 3, 2021, are not eligible for ARPA funds and the
Division will make no reimbursements for ARPA funds after December 31, 2026.
Please note that work conducted prior to the receipt of the grant offer may later be
determined to be ineligible, so please contact us if you desire to proceed before receipt of the
grant offer. Some items included in the application may not be eligible for funding.
Upon detailed review of the project during the funding process, it may be determined that
portions of your project are not eligible for funding.
North Carolina Department of Environmental Quality I Division of Water Infrastructure
®Jl� 512 N. Salisbury Street 1 1633 Mail Service Center I Raleigh, North Carolina 27699-1633
NORTH CAROLINA
Oei�maEffWm�l /" 919,707.9160

DocuSign Envelope ID: 7F39435A-7E29-4E21-Al C9-3CA60287AA53
Mr. Steven Neuschafer, City Manager
August 18, 2023
Page 2 of 2
Engineering Services Procurement
The Uniform Guidance 2 CFR 200.317 through 2 CFR 200.327 gives minimum requirements for
procurement, with 2 CFR 200.319(b) addressing engineering services procurement
guidelines. ARP -funded projects must also adhere to North Carolina State law, specifically NC
General Statute 143-64.31, Article 3D Procurement of Architectural, Engineering, and Surveying
(A/E) Services. NCGS 143-64.32 cannot be used to exempt Recipients from a qualification -
based selection for A/E. The State provides applicable certification forms that must be completed
prior to receiving funds for any engineering services covered under this funding offer.
Upon receipt of your letter of intent to fund, please fill out the attached Federal ID &
Unique Entity ID (UEI) form and email it to Pam Whitley at [e-mail]. If you
choose to decline this funding, the Authorized Representative as declared in the application must
directly contact the Division project manager via email or letter on the applicant's letterhead.
We look forward to working with you on this project. If you have any questions, please
contact Karin Britt at [e-mail] or by phone at [phone].
Sincerely,
Coo��s�9//1ea by:
720 VACS .
Shadi Eskaf, Director
Division of Water Infrastructure, NCDEQ
EC: Ian McMillan, WithersRavenel, Inc. (via email)
Karin Britt (via email)
LASII Project File (COM_LOIF) (Agreement ID 2000069485)

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
SHADI ESKAF
Director
Mr. Steven Neuschafer, City Manager
City of Dunn
PO Box 1065
Dunn, NC 28335
Dear Mr. Neuschafer:
NORTH CAROLINA
Environmental Quality
March 23, 2023
Subject: Stormwater Construction Grant Letter of Intent
to Fund
City of Dunn
Dunn Fall 2022 Stormwater AIA
September 2022 Application Cycle
ProjectNo.: SRP-SW-ARP-0030
The Division of Water Infrastructure (Division) has reviewed your application for a
Stormwater Construction Grant, and the State Water Infrastructure Authority (SWIA) has
approved your project as eligible to receive a grant. The Local Assistance for Stormwater
Infrastructure Investments (LASII) grant from the American Rescue Plan Act (ARPA) will be
one hundred percent of eligible project costs up to a maximum of $490,340. Projects funded
from ARPA must meet applicable federal law and guidance for the ARPA funds.
Please note that this intent to fund is contingent on meeting all of the following milestones:
Milestone*
Date
Engineering Report Submittal
July 3, 2023
Engineering Report Approval
September 1, 2023
Bid and Design Package Submittal
March 1, 2024
Bid and Design Package Approval
July 1, 2024
Advertise Project, Receive Bids, Submit Bid
Information, and Receive Authority To Award
November 1, 2024
Execute Construction Contracts
December 31, 2024
*Failure to meet any milestone may result in the forfeiture of funding for the proposed project.
All costs incurred prior to March 3, 2021 are not eligible for ARPA funds and the
Division will make no reimbursements of ARPA funds after December 31, 2026.
D �;:.- North Carolina Department of Environmental Quality I Division of Water Infrastructure
®Jl� 512 N. Salisbury Street 1 1633 Mail Service Center I Raleigh, North Carolina 27699-1633
NORTH CAROLINA
Ge'�. ,N TA—�I ra� / 919.7079160

Mr. Steven Neuschafer, City Manager
March 23, 2023
Page 2 of 2
The first milestone is the submittal of an Engineering Report on July 3, 2023. The
Engineering Report must be developed using the guidance found on our website
(hit 2s://deq.nc.gov/about/divisions/water-infrastructure/i-have-funding/engineering-
reportenvironmental-information). Failure to meet any milestone may result in the forfeiture of
funding for the proposed project.
The State Environmental Policy Act exempts projects funded by the State Reserve from
state -mandated environmental review. Federal requirements may still apply. [NCGS 113A-
12(2)h.]
Upon detailed review of the project during the funding process, it may be determined that
portions of your project are not eligible for funding and the total funding amount may be
reduced. Additionally, changes in the scope or priority points awarded — based on additional
information that becomes apparent during project review — may also result in changes to the total
funding amount and loan terms.
Engineering Services Procurement
The Uniform Guidance 2 CFR 200.317 through 2 CFR 200.327 gives minimum requirements for
procurement, with 2 CFR 200.319(b) addressing engineering services procurement
guidelines. ARP -funded projects must also adhere to North Carolina State law. All projects must
also comply with North Carolina General Statute 143-64.31, Article 3D Procurement of
Architectural, Engineering, and Surveying Services. Projects cannot be exempted from
qualification -based selection of these services under N.C.G.S. 143-64.32. Any services provided
that were not selected in compliance with federal requirements will be ineligible for
reimbursement.
Upon receipt of your letter of intent to fund, please fill out the attached Federal ID &
Unique Entity ID (UEI) form, attached and email it to Pam Whitley at pam.whitleygncdenr.gov.
If you choose to decline this funding, the Authorized Representative as declared in the
application must directly contact the Division project manager via email or letter on the
applicant's letterhead.
If you have any questions, please contact James Baltzer, PE at [e-mail]
or by phone at [phone].
Sincerely,
Jon Risgaard, Chief
State Revolving Fund Section
EC: Clint Moureau, WithersRavenel (via email)
Brandon Inscore, WithersRavenel (via email)
James Baltzer, PE (via email)
LASII Project File (COM LOIF)

DocuSign Envelope ID: 7F39435A-7E29-4E21 -Al C9-3CA60287AA53
Itov COOPER
Governor
ELIZABETH S. BISER
Secretary
SHADIESKAF
Director
Mr. Steven Neuschafer, City Manager
City of Dunn
P.O. Box 1065
Dunn, North Carolina 28335
Dear Mr. Neuschafer:
NORTH CAROLINA
Environmental Quality
August 18, 2023
Subject: Stormwater Planning Grant Letter of Intent to
Fund
City of Dunn
Dunn Juniper Creek Stormwater Planning
April 2023 Application Cycle
Project No.: SRP-SW-ARP-0098
The Division of Water Infrastructure (Division) has reviewed your application for a
Stormwater Planning Grant, and the State Water Infrastructure Authority (SWIA) has approved
your project as eligible to receive a grant. The State Reserve Funds (SRP) grant from the
American Rescue Plan Act (ARPA) will be one hundred percent of eligible project costs up to a
maximum of $400,000. Projects funded from ARPA must meet applicable federal law and
guidance for the ARPA funds.
The first milestone is the submittal of a preliminary project scope that includes a cost
estimate and schedule for each major task by November 1, 2023. Please email this to Karin Britt
at [e-mail]. Upon review of this information, we will issue the grant agreement
and information package for your signature and approval.
All costs incurred prior to March 3, 2021, are not eligible for ARPA funds and the
Division will make no reimbursements for ARPA funds after December 31, 2026.
Please note that work conducted prior to the receipt of the grant offer may later be
determined to be ineligible, so please contact us if you desire to proceed before receipt of the
grant offer. Some items included in the application may not be eligible for funding.
Upon detailed review of the project during the funding process, it may be determined that
portions of your project are not eligible for funding.
North Carolina Department of Environmental Quality I Division of Water Infrastructure
®Jl� 512 N. Salisbury Street 1 1633 Mail Service Center I Raleigh, North Carolina 27699-1633
NORTH CAROLINA
Oei�maEffWm�l /" 919,707.9160

DocuSign Envelope ID: 7F39435A-7E29-4E21-Al C9-3CA60287AA53
Mr. Steven Neuschafer, City Manager
August 18, 2023
Page 2 of 2
Engineering Services Procurement
The Uniform Guidance 2 CFR 200.317 through 2 CFR 200.327 gives minimum requirements for
procurement, with 2 CFR 200.319(b) addressing engineering services procurement
guidelines. ARP -funded projects must also adhere to North Carolina State law, specifically NC
General Statute 143-64.31, Article 3D Procurement of Architectural, Engineering, and Surveying
(A/E) Services. NCGS 143-64.32 cannot be used to exempt Recipients from a qualification -
based selection for A/E. The State provides applicable certification forms that must be completed
prior to receiving funds for any engineering services covered under this funding offer.
Upon receipt of your letter of intent to fund, please fill out the attached Federal ID &
Unique Entity ID (UEI) form and email it to Pam Whitley at [e-mail]. If you
choose to decline this funding, the Authorized Representative as declared in the application must
directly contact the Division project manager via email or letter on the applicant's letterhead.
We look forward to working with you on this project. If you have any questions, please
contact Karin Britt at [e-mail] or by phone at [phone].
Sincerely,
Coo��s�9//1ea by:
720 VACS .
Shadi Eskaf, Director
Division of Water Infrastructure, NCDEQ
EC: Ian McMillan, WithersRavenel, Inc. (via email)
Karin Britt (via email)
LASII Project File (COM_LOIF) (Agreement ID 2000069485)