20240316 Ver 1_BethabaraRd_ePCN_Attachments_20240227_20240227

Figures and
Impact Plan
Sheet

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BETHABARA ROAD CULVERT REPLACEMENT PROJECT
PROJECT VICINITY
FIGURE 1
401/404 PERMIT SUBMITTAL PACKAGE

401 /404 PERMIT SUBMITTAL PACKAGE

LEGEND
Study Area
NHD Stream
NWI Wetlands
100-Year Flood Zone
DATA SOURCE: USGS National Hydrography
Dataset(NHD)'
USFWS National Wetlands Inventory (NW),
FEMA National Flood Hazard Layer
(NFHL), Bing Hybrid Aerial Imagery
0 Feet 100
1 inch = 100 feet
BETHABARA ROAD CULVERT REPLACEMENT PROJECT
01 NHD, NWI, AND FEMA FLOOD ZONES
FIGURE 4
401/404 PERMIT SUBMITTAL PACKAGE

LEGEND
Study Area
m Bottomless Culvert (60' L x 14.5'W x 10'H)
Monarcas Creek; UT Centerlines
an Stream Area
Surveyed EOW
DATA SOURCE: Bing Hybrid Aerial Imagery
U Feet 80
1 inch = 80 feet
»�:_ AE�o
02
Potential Water of the U.S.
Monarcas Creek
-r140 feet
Potential Water of the U.S.
UT to Monarcas Creek
�44 feet (in/adiacent)
BETHABARA ROAD CULVERT REPLACEMENT PROJECT
POTENTIAL WATERS OF THE U.S.
FIGURE 4
401/404 PERMIT SUBMITTAL PACKAGE

i i�1�
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PROPOSED STREAM BANK/ I i I I.IIIL�Gf'
STABILZATION
/ J 926 SF (30 LF)
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O REMAIN IN PLACE UNTI
PROPOSED CULVERT IS
\ \ OPERATIONAL.
\ TEMP D ATERING IMPACT
\ ( 2,039SF (137LF)
'ROPOSED STREAM BANK
STABILZATION
�) 166 SF (24 LF)
41
ceP
ft
VA
PROPOSED RIP RAP
STREAM BED IMPACTS
522 SF (30 LF)
PROPOSED CULVERT
STREAM BEDIMPACTS
1,121 SF (72LF)
N
D
GENERAL NOTES:
1. SEE SHEET 01CG112 FOR CULVERT BAFFLES IN
PROFILE
LEGEND
PROPERTY LINES / RIGHT OF WAY
xxx- EXISTING MAJOR CONTOUR
S•F—SF—SF PROPOSED MAJOR CONTOUR
--xxx--- EXISTING MINOR CONTOUR
—xxx— PROPOSED MINOR CONTOUR
TEMPORARY COFFER DAM
;.W i'' ��6,.r PERMANENT CULVERT STREAM IMPACI
PERMANENT RIPRAP STREAM IMPACTS
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- — -- - _ -_ _ - --
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PROPOSED RIP RAP
STREAM BED IMPACTS
366 SF (39LF)
J 1 /
PROJECT MANAGER C. BENNETT, PE
DESIGNED BY: P. BLANDFORD, PE
CHECKED BY: J. TISDALE PWS
DRAWN BY: IA. MULLINS
NOT FOR
CONSTRUCTION
Winslun•Salem
BETHABARA ROAD EMERGENCY
CULVERT REPLACEMENT PROJECT
Winston-Salem, North Carolina
0 40' 80'
SCALE 1'=40'
ENVIRONMENTAL IMPACTS PLAN
FILENAME I ENV-01.DWG I SHEET
SCALE 1" 40' ENV-01
IC
IA
0 12/2023 60% DESIGN SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT NUMBER 110294945

Pre -filing
requests

From: 401PreFile <[e-mail]>
Sent: Thursday, November 30, 2023 2:16 PM
To: Tisdale, Jessica
Subject: Automatic reply: [External] Pre -Filing Meeting Request: Bethabara Road
Culvert Replacement
CAUTION: [EXTERNAL] This email originated from outside of the organization. Do not click links or open l
attachments unless you recognize the sender and know the content is safe.
This email confirms receipt of your pre -filing meeting request. Please retain this email for your
records and submit this documentation as part of your 401 application (PCN Application) as
required by federal law. DWR will not be able to accept your application without this federally
required documentation. 401 applications received without documentation that a pre -filing
meeting request was submitted at least 30 days prior will be returned as incomplete.
Responses to this email are not monitored.
If you need to contact 401/Buffer Permitting Staff, please use the following link(s) to access of
staff contact list(s).
For Non -Transportation Central Staff:
https://deg.nc.gov/about/divisions/water-resources/water-quality-permitting/401-buffer-
permitting/401-buffer-permitting-contacts
For Non -Transportation Regional
Staff: https://edocs.deg.nc.gov/WaterResources/DocView.aspx?dbid=0&id=2162034&cr=1
For all Transportation Projects Including NCDOT Projects:
https://deg.nc.gov/about/divisions/water-resources/water-resources-permits/transportation-
permitting/staff-contacts
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.

From: Tisdale, Jessica
Sent: Thursday, November 30, 2023 2:16 PM
To: [e-mail]
Cc: Mullins, Andre; Bennett, Channin; Blandford, Patrick
Subject: Pre -Filing Meeting Request: Bethabara Road Culvert Replacement
Hello,
This is an email to inform you an ePCN submittal will be delivered in early January for this project
located in Winston-Salem for the City of Winston-Salem.
Thank you,
Jessica
Jessica Tisdale
Sr. Environmental Scientist, CE, PWS
HDR
555 Fayetteville Street, Suite 900
Raleigh, NC 27601
D 919.232.6654 M 919.218.9192
iessica.tisdale(cDhdrinc.com
hdrinc.com/follow-us

Signed Agent
Authorization

F)l
AGENT AUTHORIZATION FORM
I, Todd Love hereby certify that I have authorized Jessica Tisdale, representing HDR
Engineering, Inc. of the Carolinas, to act on my behalf and take all actions necessary to
the processing and issuance of the Section 404/401 authorization and mitigation in -lieu fee
request with Division of Mitigation Services (DMS) associated with the Bethabara Road
Culvert Replacement Project located in Forsyth County, North Carolina.
We hereby certify that the information submitted in this application is true and accurate to
the best of our knowledge.
Todd Love
Applicant's Name
Applicant's Signature
12IM12.3
Date
hdrinc.com
100 North Main Street, Suite 1500, Winston-Salem, NC 27101-4015
T 336.955,8250
Jessica Tisdale, HDR
Agent's Name
Agent's Signature
December 12, 2023
Date

DIVIS
Statement of
Credit
Availability

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
MARC RECKTENWALD
Director
Todd Love
City of Winston-Salem
PO Box 2511
Winston-Salem, NC 27102
NORTH CAROLINA
Environmental Quality
February 9, 2024
Expiration of Acceptance: 8/9/2024
Project: Bethabara Road Culvert Replacement Project County: Forsyth
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for impacts associated with the above referenced project as
indicated in the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the applicable 404 Permit/401 Certification/Buffer Approval within this time frame,
this acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once
DMS receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit
and payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid
by an applicant is calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basin
Impact Location
(8-digit HUC)
Impact Type
Impact Quantity
Yadkin
03040101
Warm Stream
141
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any questions or need
additional information, please contact [e-mail].
Sincerely,
A_V_U�dj�
Kelly B. Williams
In -Lieu Fee Program Coordinator
cc: Jessica Tisdale, agent
North Carolina Department of Environmental Quality I Division of Mitigation Services
hf E2TH CRR[]I IkA �JJ� 217 West Jones Street 1 1652 Mail Service Center I Raleigh, North Carolina 27699-1652
t
919,707,8976

USFWS
Coordination
(lPaC/NHP
Reports)

November 30, 2023
Ms. Rebekah Reid
U.S. Fish and Wildlife Service
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
RE: Threatened and Endangered Species Survey
Bethabara Road Culvert Replacement
Forsyth County, NC
Dear Ms. Reid,
The City of Winston-Salem (City) has contracted with HDR Engineering, Inc. of the Carolinas
(HDR) to prepare design and 401/404 permits in accordance with the Clean Water Act (CWA) for
the proposed Bethabara Road Culvert Replacement Project (herein referred to as "Project' or
"Study Area"). HDR has completed a threatened and endangered species survey for the
construction activities associated with the Project as regulated under Section 7 and 9 of the
Endangered Species Act of 1973, as amended. The purpose of this letter is to report the biological
evaluation for federally protected species listed within the Study Area.
Project Description
Monarcas Creek is conveyed through the Bethabara Road culvert, northwest of Silas Creek
Parkway in the northwestern part of the Winston-Salem (Figures 1, 2). The culvert crossing is
located approximately 100 feet east of the intersection of Hickory Knoll Drive with Bethabara Road
and roughly 450 feet west of the intersection of Hickory Glen Road with Bethabara Road. It is
approximately 14.5-foot wide by 10-foot-high. The culvert is exhibiting degradation to many of its
structural features, which could result in individual feature or collective system failure of the
culvert, impacting the function of the roadway in providing safe travel. As a result, the City has
closed Bethabara Road for vehicular travel and contracted with HDR to initiate and expedited
design and permitting of a culvert replacement.
The culvert replacement will be permitted under a U.S. Army Corps of Engineering (USACE) NWP
14 for linear transportation projects and an associated Division of Water Resources (DWR
Individual 401 Water Quality Certification #4246. The Project will utilize the expedited ePCN
permitting process with permit submittals planned for January 2024 and construction
commencement in April. The expedited permitting process is essential to re -open the road in a
timely manner for December 2024 or early January 2025.
Biological Evaluation
An IPaC resource list (retrieved October 30, 2023) was pulled from the federal ECOS IPaC for
the Study Area. Table 1 represents federally listed species within the Study Area.
hdrinc.com
100 North Main Street, Suite 1500, Winston-Salem, NC 27101-4015
[phone]

Table 1. Federally Listed Species within the Study Area in Forsyth County, North Carolina
Scientific Name
Common Name
Federal
Required Habitat
Habitat
Record
Biological
Status
Present
Status'
Conclusion
Mammals
Perimyotis subflavus
Tricolored bat
PE
Hibernate in caves and mines. Roosts
Yes
NA
Unknown
and forages in upland forests
Reptiles
Found in open, spring fed wetlands
Glyptemys
Bog turtle
T (S/A)
along riparian corridors or on seepage
No
Historical
No Effect
muhlenbergii
slopes. Habitat soil is typically poorly
drained silt loams
Insects
Requires milkweed (primarily Asclepias
Danaus plexippus
Monarch butterfly
C
spp.) to deposit eggs and feed larvae.
No
NA
No Effect
Live mainly in prairies, meadows,
grasslands and along roadsides.
Flowering Plants
Found in sunny or semi -sunny areas of
Helianthus schweinitzii
Schweinitz's sunflower
E
disturbance such as roadside rights -of-
Yes
NA
No Effect
way and maintained power lines
T (S/A) — threatened due to similarity of appearance. A taxon that is threatened due to similarity of appearance with another listed species and is listed for its protection. Taxa as T(S/A)
are not biologically E or T and not subject to Section 7 consultation.
E (Endangered) — A taxon "in danger of extinction throughout all or a significant portion of its range".
PE (Proposed Endangered)
MANLAA — "May affect, not likely to adversely affect'
1NCNHP Online Data Search County Status (searched on November 15, 2023)

hdrinc.com
According to the North Carolina Natural Heritage Program (NCNHP) database report (retrieved
October 30, 2023), no federally listed species have been documented within the Study Area or
within one mile of the Study Area.
On October 16, 2023, a threatened and endangered species reconnaissance survey was carried
out within the Study Area to identify suitable habitat and possible individuals of these protected
species. The following roadside plant species were observed: porcelain berry (Ampelopsis
brevipedunculata), mimosa tree (Albizia julibrissin), honeysuckle (Lonicera japonica), American
pokeweed (Phytolacca americana), poison ivy (Toxicodendron radicans). No suitable habitat was
identified in the Study Area for the bog turtle or monarch butterfly. Therefore, the project is
expected to have no effect and these species are not discussed further.
Suitable roosting and foraging habitat for tricolored bat was identified in the Study Area, in the
form of upland forest along Monarcas Creek and roadside areas and the existing manmade
culvert structure. The culvert crevices were viewed with high powered LED lights; however, bats
or bat evidence (guano, staining) were not observed in the metal and masonry walled culvert
structure. We anticipate tree clearing will occur in April 2024 around the release time of further
USFWS bat guidance and after the anticipated listing of the tricolored bat in late 2023 or early
2024. Tree clearing (< 0.25 acre) will avoid the June 1 — July 31 pup season. Since the tricolored
bat is not yet listed the biological conclusion of "Unknown" has been reached.
Limited suitable habitat for Schweinitz's sunflower was identified in the Study Area in the form of
maintained roadside rights -of -way. During the walking survey along Bethabara Road no
individuals were discovered. Due to the strong presence of invasive vegetation and lack of
individuals located the biological conclusion is determined as "No effect".
If you have any questions or concerns, please call or email me at your earliest convenience at
919-232-6654 or Jessica.tisdale(a)hdrinc.com.
Sincerely,
Attachments:
Figure 1 — Project Vicinity Map
Figure 2 — Environmental Feature Map
USFWS Species Conclusion Table
USFWS ECOS IPaC Report
NC Natural Heritage Program Element Occurrence Report
100 North Main Street, Suite 1500, Winston-Salem, NC 27101-4015
[phone]
3

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BETHABARA ROAD CULVERT REPLACEMENT PROJECT
FNPROJECT VICINITY
FIGURE 1
USFWS SELF CERTIFICATION PACKAGE

Species Conclusions Table
Project Name: City of Winston-Salem, Bethabara Road Culvert Replacement
Date: 11 /30/2023
/ Resource Name
Conclusion
ESA Section 7 / Eagle Act Determination
Notes / Documentation
-Species
Tricolored bat (Perimyotis subflavus)
Suitable roosting habitat present
Unknown
Field visit confirmation, 10/16/2023
Bog turtle (Glyptemys
muhlenbergii)
No suitable habitat
present
No effect
Field visit confirmation, 10/16/2023
Monarch butterfly
(Danaus plexippus)
No suitable habitat
present
No effect
Field visit confirmation, 10/16/2023
Schweinitz's sunflower
(Helianthus schweinitzii)
Suitable habitat
present,
No effect
Field visit confirmation, 10/16/2023
Acknowledgement: I agree that the above information about my proposed project is true. I used all of the provided resources to make an
informed decision about impacts in the immediate and surrounding areas.
11 /28/2023
Signature /Title Date

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
Forsyth County, North Carolina
� k
i
Local office
Asheville Ecological Services Field Office
[phone]
[phone]
160 Zillicoa Street

Asheville, NC 28801-1082
�o�
Foy

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.
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 theirjurisdiction.
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).

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
Reptiles
NAME
Bog Turtle Glyptemys muhlenbergii
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecptspecies/6962
Insects
NAME
Monarch Butterfly Danaus plexippus
Wherever found
No critical habitat has been designated for this species
https://ecos.fws.gov/ecp/species/9743
Flowering Plants
NAME
Schweinitz's Sunflower Helianthus schweinitzii
Wherever found
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/3849
STATUS
Proposed Endangered
STATUS
SAT
STATUS
Candidate
STATUS
Endangered

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.
Migratory birds 1;
I( \0
Certain birds are protected under the Migratory Bird Treaty Act! and the Bald and Golden
Eagle Protection Acts.
Any person or organization who plans or conducts activities that may result in impacts to
migratory birds, eagles, and their habitats should follow appropriate regulations and
consider implementing appropriate conservation measures, as described below.
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:
• Birds of Conservation Concern https://www.fws.gov//program/migratory-birds/species
• 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.pdf
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 below.
For guidance on when to schedule activities or implement avoidance and minimization
measures to reduce impacts to migratory birds on your list, click on the PROBABILITY OF
PRESENCE SUMMARY at the top of your list to see when these birds are most likely to be
present and breeding in your project area.
NAME
Bald Eagle Haliaeetus leucocephalus
This is not a Bird of Conservation Concern (BCC) in this area,
but warrants attention because of the Eagle Act or for potential
susceptibilities in offshore areas from certain types of
development or activities.
Black -billed Cuckoo Coccyzus erythropthalmus
This is a Bird of Conservation Concern (BCC) throughout its
range in the continental USA and Alaska.
https://ecos.fws.gov/ecp/species/9399
BREEDING SEASON
Breeds Sep 1 to Jul 31
<�O\
Breeds May 15 to Oct 10
Cerulean Warbler Dendroica cerulea %Breeds Apr 28 to Jul 20
This is a Bird of Conservation Concern (BCC) throughout its
range in the continental USA and Alaska.
https://ecos.fws.gov/ecp/species/2974
Chimney Swift Chaetura pelagica
This is a Bird of Conservation Concern (BCC) throughout its
range in the continental USA and Alaska.
Eastern Whip -poor -will Antrostomus vociferus
This is a Bird of Conservation Concern (BCC) throughout its
range in the continental USA and Alaska.
Kentucky Warbler Oporornis formosus
This is a Bird of Conservation Concern (BCC) throughout its
range in the continental USA and Alaska.
Prairie Warbler Dendroica discolor
This is a Bird of Conservation Concern (BCC) throughout its
range in the continental USA and Alaska.
Breeds Mar 15 to Aug 25
Breeds May 1 to Aug 20
Breeds Apr 20 to Aug 20
Breeds May 1 to Jul 31

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.
Red-headed Woodpecker Melanerpes erythrocephalus
This is a Bird of Conservation Concern (BCC) throughout its
range in the continental USA and Alaska.
Rusty Blackbird Euphagus carolinus
This is a Bird of Conservation Concern (BCC) only in particular
Bird Conservation Regions (BCRs) in the continental USA
Wood Thrush Hylocichla mustelina
This is a Bird of Conservation Concern (BCC) throughout its
range in the continental USA and Alaska.
Probability of Presence Summary
Breeds May 10 to Sep 10
Breeds elsewhere
Breeds May 10 to Aug 31 4V4\V
X%sj 1�
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 and
understand the FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before
using or attempting to interpret this report.
Probability of Presence (_.jN�
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.
Survey Effort ( )
Vertical black lines superimposed on probability of presence bars indicate the number of _w4\.
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 . % v
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.
probability of presence breeding season I survey effort no data
SPECIES JAN �B MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Bald Eagle I I l l l t l[ tt++ +f++ ++++ ++ 1 1 1 1 1 I lit+ •1++I I I I 1 141
Non -BCC
Vulnerable
Black -billed I I I I I I I I+4 1 1 1 1 1 1 1 1 11 1 *[phone]
Cuckoo
BCC Rangewide
(CON)
Cerulean
Warbler
BCC Rangewide
(CON)
Chimney Swift BCC Rangewide I** *101T I I I I I I I I I I I I I I I I I I I I I I I+ ++++ ++++
(CON)

Eastern
poo-wilWhip I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I+++l
BCC Rangewide
(CON)
Kentucky Warbler ++++ ++++ +++ I IIII I I + *+++ ++++ ++++ ++++ ++++ ++++
BCC Rangewide
(CON)
Prairie Warbler BCC Rangewide ++++ ++++ ++++ +41 I 11 I I II I I I I I f+1111111 ++++ +*+* ++++ ++++
(CON) 1 I I II I II y
Prothonotary
Warbler
BCC Rangewide
(CON)
Red-headed +�0T +T++ 4o ++ + +++ s* 1 +*+*+
Woodpecker mill Ila ■■■�jiss
BCC Rangewide
(CON)
Rusty Blackbird ++++ T 411111111111 ++++ 4o ++++ ++++ T+ ++++ ++++ 0++ ++1+
BCC - BCR
Wood Thrush
BCC Rangewide I +++ ++++ ++++ +111 U 1110 10 11111W1111111 ++++ ++++
(CON)
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?
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 survey., 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.
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 violating
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. Xk.
Facilities
N**%&
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.
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)
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.
N
For more information please contact the Regulatory Program of the local U.S. Army Corps of
Engineers District. ,
Wetland information is not available at this time L6
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
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.
�o�
Foy

Roy Cooper, Governor
MEN
�00 0 INC DEPARTMENT OF
t ■
■■u■■ NATURAL AND CULTURAL RESOURCES
■ ■■■
October 30, 2023
Jessica Tisdale
HDR
555 Fayetteville Street
Raleigh, NC 27601
RE. Bethabara Road Culvert Replacement
Dear Jessica Tisdale.
D_ Reid Wilson, Secretary
Misty Buchanan
Deputy director, Natural Heritage Program
NCNHDE-23814
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
Bethabara Road Culvert Replacement
October 30, 2023
NCNHDE-23814
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common NameADatem
Last � Element Accuracy Federal State Global State
Group servation Occurrence Status tatus Rank Rank
Rank
Vascular Plant 26598 Silphium perfoliatum Northern Cup -plant 2008-07 AB 3-Medium --- Special G5T5? S1
Concern
Vulnerable
Natural Areas Documented Within a One -mile Radius of the Project Area
Site Name Rep?Xentational Rating Collective Rating
Historic Bethabara Natural Area R2 (Very High) C5 (General)
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name wner er Type
City of Winston-Salem Open Space City of Winston-Salem Local Government
City of Winston-Salem Open Space - Bethabara City of Winston-Salem Local Government
City of Winston-Salem Open Space - Hine City of Winston-Salem Local Government
City of Winston-Salem Open Space - Historic City of Winston-Salem Local Government
Bethabara Park
Piedmont Land Conservancy - Emily Allen Piedmont Land Conservancy Private
Wildflower Preserve
Piedmont Land Conservancy Easement Piedmont Land Conservancy Private
Definitions and an explanation of status designations and codes can be found at httr)s://ncnhde.natureserve.org/helr). Data query generated on October 30, 2023; source: NCNHP, Fall (October) 2023.
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

St
Hey View
Briarcliff Rd
NCNHDE-23814: Bethabara Road Culvert Replacement
0
Qa
to
Betraba (\\
0
O
Ransom Rd \
N
V1'�L
Ransom Rd
October 30, 2023
® NHP Natural Area (NHNA)
® Managed Area (MAREA)
Q Buffered Project Boundary
Q Project Boundary
Indiana Ave
Pa
Qa ePr
kf 9.
Q� N.
h
In �
67
Polo Rd
Oak Crest
0.25 0.5 1 Miles
I I I t I I I t I
Sources: Esri, Airbus OS. USGS. NGA. NASA, CGIAR. N Robinson. NCEAS,
NLS, OS, NMA, Geodatastyrelseo, Rijkswaterstaat, GSA, Geoland, FFMA,
Intermap and the GIS user community
Sources: Esri, HERE, Garmin, FAO, NOAA, USGS, © OpenStreetMap
contributors, and the GIS User Community
Page 3 of 3

Photographs

City of Winston-Salem: Bethabara Road Culvert Replacement Project FN
Photopage 11

City of Winston-Salem: Bethabara Road Culvert Replacement Project F)I
Photopage 12

65% Plan
Sheets

WinstonSHIPIH
VICINITY MAP
NOT TO SCALE
1
SIT,
THA ARA ROAD
EMERGENCY
CULVERT
REPLACEMENT
PROJECT
HDR Project No.
10381723
Stormwater CIP Project No.
661031
Winston-Salem, North Carolina
January 2023
INDEX OF DRAWINGS
GENERAL
OOG-001
COVER SHEET
OOG-002
GENERAL LEGEND AND ABBREVIATIONS
OOG-003
GENERAL NOTES
OOG-004
EROSION AND SEDIMENT CONTROL NOTES
OOG-005
EROSION AND SEDIMENT CONTROL NOTES
OOG-006
EROSION AND SEDIMENT CONTROL NOTES
CIVIL
01V-101
EXISTING CONDITIONS
01 CX101
DEMOLITION PLAN
01CG101
EROSION AND SEDIMENT CONTROL PLAN PHASE 1
01CG102
=ROSION AND SEDIMENT CONTROL PLAN PHASE 2
01 CS101
SITE LAYOUT PLAN
01CG103
DRAINAGE AND GRADING PLAN
01CG111
ROAD PLAN AND PROFILE
01CG112
CULVERT PLAN AND PROFILE
01CG113
STORM PLAN AND PROFILE
01C-501
EROSION AND SEDIMENT CONTROL DETAILS
01C-502
EROSION AND SEDIMENT CONTROL DETAILS
01C-503
CIVIL DETAILS
01C-504
CIVIL DETAILS
01C-505
CIVIL DETAILS
01C-506
CIVIL DETAILS
01 C-507
TRAFFIC CONTROL NOTES AND DETAILS
01 C-508
ROAD AND LANE CLOSURES
01C-X01
TYPICAL SECTIONS AND PAVEMENT SCHEDULE
01 C-X02
ROADWAY CROSS SECTIONS
01 C-X03
ROADWAY CROSS SECTIONS
01 C-X04
ROADWAY CROSS SECTIONS
01 C-X05
ROADWAY CROSS SECTIONS
01 C-X06
ROADWAY CROSS SECTIONS
01 C-X07
ROADWAY CROSS SECTIONS
01 C-X08
ROADWAY CROSS SECTIONS
01 C-X09
ROADWAY CROSS SECTIONS
01 C-X10
ROADWAY CROSS SECTIONS
01 C-X11
ROADWAY CROSS SECTIONS
01 C-X12
ROADWAY CROSS SECTIONS
01 C-X13
ROADWAY CROSS SECTIONS
01 C-X14
ROADWAY CROSS SECTIONS
01 C-X15
ROADWAY CROSS SECTIONS
01 C-X16
ROADWAY CROSS SECTIONS
HDR Engineering Inc.
of the Carolinas
440 S Church St. Suite 1000
Charlotte, NC 28202-2075
704.338.6700
N.C.B.E.L.S. License Number F-0116

0 12/2023 60% DESIGN SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT MANAGER C. BENNETT, PE
DESIGNED BY:
P. BLANDFORD, PE
CHECKED BY:
M. LITTLE, PE
DRAWN BY:
T.EPPLEY
PROJECT NUMBER
10294945
NOT FOR
CONSTRUCTION
WH810HOPHI
BETHABARA ROAD EMERGENCY
CULVERT REPLACEMENT PROJECT
Winston-Salem, North Carolina
GENERAL LEGEND
AND ABBREVIATIONS
FILENAME 110381723-OOG-002.DWG
SCALE I AS NOTED
SHEET
OOG-002

0 12/2023 60% DESIGN SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT MANAGER C. BENNETT, PE
DESIGNED BY:
P. BLANDFORD, PE
CHECKED BY:
M. LITTLE, PE
DRAWN BY:
T.EPPLEY
PROJECT NUMBER
10294945
NOT FOR
CONSTRUCTION
WH810HOPHI
BETHABARA ROAD EMERGENCY
CULVERT REPLACEMENT PROJECT
Winston-Salem, North Carolina
GENERAL NOTES
FILENAME 110381723-OOG-003.DWG
SCALE I AS NOTED
SHEET
OOG-003

0 12/2023 60% DESIGN SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT MANAGER C. BENNETT, PE
DESIGNED BY:
P. BLANDFORD, PE
CHECKED BY:
M. LITTLE, PE
DRAWN BY:
T.EPPLEY
PROJECT NUMBER
10294945
NOT FOR
CONSTRUCTION
WH810HOPHI
BETHABARA ROAD EMERGENCY
CULVERT REPLACEMENT PROJECT
Winston-Salem, North Carolina
EROSION AND SEDIMENT CONTROL NOTES
FILENAME 110381723-OOG-004.DWG
SCALE I AS NOTED
SHEET
OOG-004

1
2
rd
5
L
7
n.
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
10 MIL
SIDE SLOP UNINGC SANDBAGS (TYP.)
( OR STAPLES
iSi
r
HIGH --
COHESIVE &
LOW FILTRATION
SOIL BERM
CLEARLY MARKED SIGNAGE SECTION A -A
P�r
NOTING DEVICE (18"X24" MIN.) NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES CAPACITY.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARLY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
10'
MIN
B
SANDBAGS (TYP.)
?}{r� TAPLES
IG
C7 O
7
10 MIL
PLASTIC LINING
1:1 SIDE SLOP
COHESIVE &
LOW FILTRATION
SOIL BERM
O>
�(TYP.)
0
'
O
-I.I its
II ,,,, II
SECTION B-B w
SANDBAGS (TYP.)
NOTES:
OR STAPLES
1. ACTUAL LOCATION DETERMINED IN
FIELD
CLEARLY MARKED SIGNAGE
CONCRETE
NOTING DEVICE (18"X24" MIN.)
2. THE CONCRETE WASHOUT
WASHOUT
STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 75% OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM 12
PLAN
INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARLY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
0 12/2023 60% DESIGN SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT MANAGER C. BENNETT, PE
DESIGNED BY:
P. BLANDFORD, PE
CHECKED BY:
M. LITTLE, PE
DRAWN BY:
T.EPPLEY
PROJECT NUMBER
10294945
NOT FOR
CONSTRUCTION
WHSIORMPHI
BETHABARA ROAD EMERGENCY
CULVERT REPLACEMENT PROJECT
Winston-Salem, North Carolina
EFFECTIVE: 04/01/19
EROSION AND SEDIMENT CONTROL NOTES
FILENAME 110381723-OOG-005.DWG
SCALE I AS NOTED
SHEET
OOG-005
IC
C
IV
0

1
2
._.
rd
PART III
5
L
7
PART III
n.
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
•
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
•
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
•
Within 24 hours, an oral or electronic notification.
with the conditions
•
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
0 12/2023 60% DESIGN SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT MANAGER C. BENNETT, PE
DESIGNED BY:
P. BLANDFORD, PE
CHECKED BY:
M. LITTLE, PE
DRAWN BY:
T.EPPLEY
PROJECT NUMBER
10294945
NOT FOR
CONSTRUCTION
0
WH810H.-UPHI
BETHABARA ROAD EMERGENCY
CULVERT REPLACEMENT PROJECT
Winston-Salem, North Carolina
EFFECTIVE: 04/01/19
EROSION AND SEDIMENT CONTROL NOTES
FILENAME 110381723-OOG-006.DWG
SCALE I AS NOTED
SHEET
OOG-006
IC
C
0

1/ 2 3 4 5 6 7
—821�
820
'8193.
076,
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R 809. 0' .v -818 ARY SEWER EASEME
C/L INV. 804. _� \ \ C8 INLET
T04 OF C RB 810.00' _81g f REF CITY PROJECT #598� � � � llll ll� I �/7/ � 8p1 / �
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805.2' o '�� TB 1TOP oFI�dPERATING � OPT CU 09.85' u / lil IIII// �%� J CURB INLET °�
SAN. SEWER MH \ �l I -iV IT tad H�BR� NTH G 99 26� I ��, II///�///// / �/ \ 15" CUP TOP OF CURB 805.83' / $ � ((
\� Fo RIM 809.03' \ l a < I �EyP4 813.88' / 806.2" FE3 /NV./////// I -/� o� �� INV. 800.87' GRATE 805.13' 8°5
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CONNECTION SPIN , �-�- - - - G ---
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W®BORE B1A o / N DIREC loN ASSUMED I ^� / `= 813 �� �� / i9Om6(NA LE TREMOI >\ 4iJ. EWER M�/ -_12__�`-_`/ - _ _ _ - _ _ _ - - EP INV. �308.31
QJ�q OLE OVER. �IM81.42' \Q 1� --- �811_���f -� i ��-��� _805- _ -- ---- - ------- \ 2 i 3� car � PUt-
�/L Bo2.8�j I — _ - -= — == — =- =_- — —8 `�`-- 1s \ --
/ ` — 808-
v / \ �(��BRISINBOrTOMI \, ��`— ���1I��II / /// / � = r €e----- ___- ---= — — _ --___ � �=�%�1 J< RCP � �8�= _
� O I�\� 6�l��l� \l� -795. � — =c� � �—
�° 797 �____- o� - 1 - _ = ,-__ =l _ ��� \\�I / ° �✓ -�-
A816RIM ERj / /////. / S �S - - ,� ��. - p -__-_- - \814\ �8 EIP
SAN. SEW800.45 /i /��1ii // - % / / PD �� _ — -� ��� S /I� t / _
\ 811- / // //S �� Q / s EG G VEL ACCESS RIVEWAY I EG
1 805 1 Sg _ = SS f--��-FEG
S INV. 802.39,
\ ( S \�`��� C/L INV. 787.96 �j jj /�o , /��/// 797. 8 SAN. SEWER �- --� / ��
(90 ` l �-/j ��' �1111 E� SSE PD PD P� _ - / / ���� / / 27,.
D T�Y-SEWER EAASSErME /� /// �� c�F I Q // \ - - / / �Iv o-- `V
l i � Y/o � \
WINGWALL NOTE. THE FULL LENGTH OF THE �`1 ���P� �/ �Q / // I/ — _ SAN. SEWER MH N J _ — — / / I / — — — _ �, /
SOUTHWEST CULVERT WINGWALL COULD NOT BE=���-�� p / /� � I /0 1 —814- 815 18" \\ \ \
ACCURATELY MEASURED IN THE FIELD. BASED ON 8p5 ��J �Gj 90 J�/ �/ I RIM 799.79' —, / / I f ! 2 /P % / //
-_ VISUAL OBSERVATION, 7HE WALL IS LONGER THAN AS z !0, / 7 / C/L INV. 790.19' r /
SURVEYED. TOPOGRAPHY NEAR THE WALL MAYBE r r 1°j � j / ✓ PF MA SANIT�IRRRY SE S / \ `q / / N. SE MH I SOMEWHAT INACCURATE DUE TO DIFFICULTY WITH / / �, SAN. SEWER MH m cn AND 0 M DRATNAGE AS E R 777 %AN•,WER MH \ I I
r� f
MEASUREMENTS IN 7HIS AREA. / %S�11G. S M�✓ �� PERMANENT STORM RIM 799.32' rfi /� /0, PG. 2077 / r %/� RIM 1�41 / Cl L 1 V. 8 0.93' \ \
/ ow
RlM 709 4' S / DRAINAGE EASEMENT IN IN (S) 792.56' �'� f �� % �/ / /� �/L V. (00.5T Jj�/ \ S / `\
/CC L_ 7�7.24' f REF. DB 3494, PG. 1062 C/L INV. 792.27'
\ \ 5 ( LIMITS OF STREAM
ARIABLE -NID TH / /�/r // / / ��F GG�'�`�
JS05/ SANITARY SEWER( EASE N T
80 % / / J/ / �' 1 �) j J REF. PB 31, PG. 153 Q�J g
/ `l ll 0 NIT SEWER EEMENT
53
cn
cn
l v�� �o� ir_'\\ 38\
LO 40
cn
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g^ -� r \ �� ( cn cnm
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Ifl
JiiJl� i / \�84S, ► I , ,
PROJECT MANAGER C. BENNETT, PE
0 12/2023 60% DESIGN SUBMITTAL
ISSUE DATE DESCRIPTION
DESIGNED BY:
P. BLANDFORD, PE
CHECKED BY:
M. LITTLE, PE
DRAWN BY:
T.EPPLEY
PROJECT NUMBER
10294945
NOT FOR
CONSTRUCTION
BETHABARA ROAD EMERGENCY
CULVERT REPLACEMENT PROJECT
Winston-Salem, North Carolina
z
PROPERTY LINES
RIGHT OF WAY
EXISTING SAN. SEWER EASEMENT
EXISTING PERMANENT STORM EASEMENT
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
EXISTING STREAM LINE
0 20' 40' 80'
SCALE 1 "=40'
EXISTING CONDITIONS PLAN
FILENAME 110381723-01V-01.DWG
SCALE 1 1" = 40'
SHEET
01V-101
0
C
IV
0

1 1 2 1 3 1 4 1 5
6 1 7
\ l\
> \
1 1 ,
I ) I \ CURB INLET _ i / / 1 / l i I i ii 1 i i I ; 1 i �V /; / lij; \\ I I / �(1 801
I ) I I ( TOP OFCU E8h000' 818 I liiiliiiil���q ' Ql�i/''�
DAVID R. SPEAR \\�- — /
l \ I f ) /G'RA TE 809. 37 \
/ -- 1 i i i DB 2414 PG. 3387
- J / I I I I I I I I 11 i Q- 11/, � // TAX P.I.N. 6817-96-3156.00 \
\ I I JINV. OUT 807.0 / / I . I I a //
BOL TED METAL PLA TE; ( J / / / / - SAN. SEWE%? MH- / / I I' I I I I I I I I I I )/ l I V ,1 11 O 1
\ ( POSSIBLE UTILITY VAULT, / / / / / / i I�ni I I I >' I I Iu)1/ / I )
I ( / , - / RIM 807.80 _ � / i �
\ PURPOSE NOT DETERMINED ( / - - \ / / 1,01 i i icbl I i 1� i , i
1 / J , / / C/L INV. 789.49 / rl I I `\
ifll
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EIL EVAT �'13 88' - /TOP OF 00
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GRATE 809.26 RETAIN UTILITY POLE l�i�i li�� i iii
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If
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LIMITS OF STREAM
111i11-47111�'l��li
CURB INLET
TOP OF CURB 805.83'
GRATE 805.13'
TCE _LNV. NE802.15'
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/
RETAIN UTILITY /
POLE
N
GENERAL NOTES:
1. SEE GENERAL CONSTRUCTION NOTES ON
OOG-003.
2. SEE EROSION AND SEDIMENT CONTROL NOTES
ON OOG-004, OOG-005, AND OOG-006.
3. THE CONTRACTOR IS RESPONSIBLE FOR
LOCATING ALL EXISTING UTILITIES PRIOR TO THE
START OF CONSTRUCTION. EXISTING UTILITIES
SHOWN ARE APPROXIMATE AND ILLUSTRATED
FOR INFORMATIONAL PURPOSES ONLY.
LEGEND
PROPERTY LINES / RIGHT OF WAY
---------- EXISTING EASEMENT
- — .xxx- — EXISTING MAJOR CONTOUR
xxx PROPOSED MAJOR CONTOUR
XXX----
EXISTING MINOR CONTOUR
xxx PROPOSED MINOR CONTOUR
+ + + + + + + + + + + + + + + + + + + + \+ + + + + + + + + +----------
+ + + + + + + + + + + + +\+ + + + + + + + \\+ �+ + + + + + 80A+ + + / + f + + 4- EXISTING STREAM CENTERLINE
+ + + + + + + + + + + + + + 4 + + + + + + + +\I 2 + + + + + + + + -3: + + + -F + + + + + + + +,�'- + + + + + CONCRETE /STRUCTURE / RIPRAP
+ + + + + + + + + + + + + + �+ + + + + + + + + + + + + + +/ + + + + _ f + + + 2 + f f + �_+_ - + + + DEMOLITION
G 1 + + + + +' + + + + + + + + + 1co + + + + + + + + �+ + + �+ + + + + _� f + +� + �� + + �� + + + +� t_ �� + + f +� + +* f + + (\'
p + + + + + + + + + + + + + + �+ + + + + + + + + + +5�� + /+" � /+ + f + + + �� + + f + f + f f + + + + + MILL AND WEDGE ASPHALT
+ + + + + + + + + + + + 1 + + + + + + + + 1 + + + + //� + + 0 + + + + +
G c_ + _/_ 4.+ + �� + _/_ I- _/_+ �� + �+ + +� + + FP +� + ++ + + +� `�. + ++ + �� +* + \\\\ PIPE TRENCH/ GUARD RAIL DEMOLITION
C:::7
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�'30' SANITARY SEWER EASEMENT. / % /l1
=REF CITY PROJECT #5988 1 9�
DAVID R. &BARBARA J. SPEAR C:)
DB 2649, PG. 217, TRACT 2
TAX P.I.N. 6817-86-8066.00
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/S E _ d \ PDE PDE PDE -- RD`` PD PD PD P
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3. REMOVE AND DISPOSE CONCRETE SIDEWALK.
1111
SAN. SEWER MH I ------_,-'' , � \\ 4. REMOVE AND DISPOSE CONCRETE CURB TO
1 / 1 , , , / NEAREST JOINT IF POSSIBLE.
% i i/ ' /' i RIM
/� 799.79' a r / i / i i i O
/ o / I m 1 ( / / / /
C/L IN 790.19 m I / / / ,�I I I / 22» / 5. REMOVE AND DISPOSE PEDESTRIAN FENCE.
6. REMOVE AND DISPOSE GUARD RAIL.
I / / 55 _ AkY PERMANENT SA� SEWER
J AND STORM DRAINAGE EASEMENT / / / // // 7. REMOVE AND DISPOSE GRUB AND TREES.
CO� REF. DB 3490, PG. 2077
f
0� / / / / / / / / / / �If
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�/ /
SAID SEWER MH / 5j �' /1
// RIM)709.64
- - Bo-7/ / / / C/IL INV. 787.24
0 12/2023 60% DESIGN SUBMITTAL
ISSUE DATE DESCRIPTION
�jf SAN. SEWER MH PHILLIP M. HOBBS / /`�/ �// // // /� 8. REMOVE AND DISPOSE RIP RAP.
// PERMANENT STORM RIM 799.32 I cr / m DB 3767, PG. 4166
m 9. REMOVE AND DISPOSE STONE HEADWALL AND
i DRAINAGE EASEMENT IN IN S 792.56 W l ( / / /
TAX P.I.N. 6817-95-2994.00 / \ /
C/L INV. 792.27' I �{ i / / / / / / I , WING WALLS.
REF. DB 3494, PG. 1062 � ( ,
Z \ 10. REMOVE AND DISPOSE EXISTING 72" CMP AND
LIMITS OF STREAM
m I \ VARIABLE -WIDTH ` �) / / // \ / / i / / ASPHALT PAVEMENT.
DAVID R. & BARBARA J. SPEAR I oo \ SANITARY SEWER EASEMENT / // l / / / / / / r ' / /
_ - J � - ` 11. REMOVE AND DISPOSE FLARED END SECTION.
/ / \ DB 2649, PG. 217, TRACT 3 N a m ` — REF. PB 31, PG. 153
/ \I TAX P.I.N. 6817-95-0859.00 m I — — // (/ // / / / / / // / / 12. ABANDON STORM AND PLUG.
/\ \ -799 I J / ,/ / // / / �/ / �— // / �' 13. REMOVE AND DISPOSE STORM INLET.
m
14. REMOVE AND DISPOSE V ASPHALT PAVEMENT.
0 20' 40'
SCALE 1 "=20'
PROJECT MANAGER C. BENNETT, PE
DESIGNED BY:
P. BLANDFORD, PE
CHECKED BY:
M. LITTLE, PE
DRAWN BY:
T.EPPLEY
PROJECT NUMBER
10294945
NOT FOR
CONSTRUCTION
WH810HOPHI
BETHABARA ROAD EMERGENCY
CULVERT REPLACEMENT PROJECT
Winston-Salem, North Carolina
DEMOLITION PLAN
FILENAME 101 CX101.DWG
SCALE 1 1" = 20'
SHEET
01 CX101
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0

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� PB 29' PG.' 51303
AND
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_BEGIN PROJECT
-L- STA. 17+19.00
DAVID R. & BARBARA J. SPEAR
DB 2649, PG. 217, TRACT 2
TAX P.I.N. 6817-86-8066.00
M
PGP BETHABARA 1, LLC et al
DB 3600, PG. 4021
TAX P.I.N. 6817-96-2874.00
JO' SANITARY SEWER EASE
REF CITY PROJECT #5988
LIMITS OF STREAM
J
� J
a Q
Qt
Q
DAVID R. SPEAR
DB 2414, PG. 3387
TAX P.I.N. 6817-96-3156.00
GENERAL NOTES:
1. SEE GENERAL CONSTRUCTION NOTES ON
OOG-003.
2. SEE EROSION AND SEDIMENT CONTROL NOTES
ON OOG-004, OOG-005, AND OOG-006.
3. THE CONTRACTOR IS RESPONSIBLE FOR
LOCATING ALL EXISTING UTILITIES PRIOR TO
START OF CONSTRUCTION. EXISTING UTILITIES
SHOWN ARE APPROXIMATE AND ILLUSTRATED
FOR INFORMATIONAL PURPOSES ONLY.
8 -1--J k' -,Y./ �/ LthtINU
0����U Q � TCE — TCE TC
°""—O+U OHU_0„� °""TCE TCE------- PROPERTY LINES / RIGHT OF WAY
—�,,. ��. �,,,_ �, p o �. TCE TCE
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TRANSITION TO
oHi p11, OHU
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REF CITY PROJECT #59
0 12/2023 60% DESIGN SUBMITTAL
ISSUE DATE DESCRIPTION
J
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'AINAGE EASEMENT
F. DB 3494, PG. 1062
IS OF STREAM
-- -- -- -- -- -- -- -- -- /8�, EIP -- � -- --
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LOD—LOD—LOD LOD____�LOD�LOD LODE OD---�LOp
J � _LOG
----------
UT UT MONARCHS CREEK
--------------------- I i
TIE TO
EXISTING
GUARDRAIL
END PROJECT KEY NOTES: #O
J — — — — — — — — — — — — —
PDE MEPDE—PDE —PDE PDE—PD�PDE- PD —
/ EG GRAVEL ACCESS DRIVE A Y
w /_ _ O
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PERMANENT SANITARY SEWER
a m AND STORM DRAINAGE EASEMENT
REF. DB 3490, PG. 2077
DAVID R. & BARBARA J. SPEAR
DB 2649, PG. 217, TRACT 3
TAX P.I.N. 6817-95-0859.00
PROJECT MANAGER C. BENNETT, PE
DESIGNED BY:
P. BLANDFORD, PE
CHECKED BY:
M. LITTLE, PE
DRAWN BY:
T.EPPLEY
PROJECT NUMBER
10294945
NOT FOR
CONSTRUCTION
PHILLIP M. HOBBS
DB 3767, PG. 4166
AX P.I.N. 6817-95-2994.00
VARIABLE— WID TH
SANI TARY SEWER EASEMENT
REF. PB 31, PG. 15J
BETHABARA ROAD EMERGENCY
CULVERT REPLACEMENT PROJECT
Winston-Salem, North Carolina
1. MILL AND WEDGE ASPHALT PAVEMENT.
ASPHALT PAVEMENT, SEE SHEET 01 C-504 FOR
E DETAIL.
_ — — — — — EG — — 3. CONCRETE 5' WIDE SIDEWALK, SEE SHEET
PDE-
01 C-504 FOR DETAIL AND 01 C-X01 FOR TYPICAL
SECTION.
P 4. 2'-6" CONCRETE CURB AND GUTTER, SEE SHEET
01 C-504 FOR DETAIL.
5. GUARD RAIL
18" PC 6. PAVEMENT MARKING, SEE SHEET 01C-505 FOR
DETAIL.
7. RIP RAP
8. PROPOSED HEADWALL
0 20' 40'
SCALE 1 "=20'
SITE LAYOUT PLAN
FILENAME 10381723-01CS101.DWG
SCALE 1 " = 20'
SHEET
01CS101
0
C
IV
0

1 1 2 1 3 1 4 1 5
6 1 7
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30 SANITARY SEWER EASEMENT I 1 I I J /I///// //
REF CITY PROJECT 115988
81
(ram
I / PGP BETHABARA 1, LLC et al
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\\ \I 1 I I DB 3600, PG. 4021 �- — // �'���r/1)7/,/�/�/Ill
TAX P.I.N. 6817-96-2874.00/ll I '
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LIMITS OF DISTURBANCE
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/ I 1111I II I I / 1 DB 2414 PG. 3387 /
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1 \ J / SAN. SEWED? MH- / l 1 I I I I I I I I I Q /1/ TAX P.I.N. 6817-96-3156.00 \/ l
\ BOL TED METAL PLATE; / / / — / / I I I I I I I I . I / I V �, / � / / I I ( \
( POSSIBLE UTILITY VAULT, / / / / / I ,n1I 110 / //� t 1
I / / _ - / RIM 807. 80 _ - / / I i I I i 11L f / I / I C I / \ J (/
\ ( - \ / / / 1 Io1 11101 1 r'- i l i' l/ l / /� 1 N.
PURPOSE NOT DETERMINED I / / — / / CIL IN 789.49 - / I I I Q — — \
i�� I °° iiiOO i i i iil Il r l/
I \ f \\ I 1 CATCH BASIN INLET Q-)li1i�
1\ I I PROTECTION (TYP.) LIMITS OF DISTURBANCE _
\ \ I J TBM = TbP/ OF OPERATING % / / / $ I 1 1 I I I / / / / / I ' ' / \\ /
/NUT ON HYDRANT — CURB l ET' '� l� 1 i -` / /l / / EASEMENT
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I — / / GRA T
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GENERAL NOTES:
1. SEE GENERAL CONSTRUCTION NOTES ON OG-003.
2. SEE EROSION AND SEDIMENT CONTROL NOTES ON
OG-004, OG-005, AND OG-006.
3. SEE TRAFFIC CONTROL NOTES AND DETAILS ON
SHEET C-507.
4. EXCAVATION LIMITS ILLUSTRATED FOR
INFORMATION PURPOSES ONLY. LIMITS
ESTABLISHED BY APPLY 18' VERTICAL CUT AND 1:1
SLOPE TO EXISTING GRADES.
�� /�_-------- / \ / 17 /// /// // /, I_ ///// �- - / //\� PROPERTY LINES
- _ OHU— g15 / INV. OUT 806.0 805.43 / ��.,//„ �//1 //1 //,,/ /�°' I TCE GRATE 805.13 P
\ - _ �,��,� / - - / ^/; / iil i, ^ ri / I T INV. 0 802.15'
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-------------------------------------
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0 12/2023 60% DESIGN SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT MANAGER C. BENNETT, PE
DESIGNED BY:
P. BLANDFORD, PE
CHECKED BY:
M. LITTLE, PE
DRAWN BY:
T.EPPLEY
PROJECT NUMBER
10294945
NOT FOR
CONSTRUCTION
BETHABARA ROAD EMERGENCY
CULVERT REPLACEMENT PROJECT
Winston-Salem, North Carolina
0 20' 40'
SCALE 1 "=20'
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— TCE TCE
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GENERAL NOTES:
1. SEE GENERAL CONSTRUCTION NOTES ON OG-003.
2. SEE EROSION AND SEDIMENT CONTROL NOTES
ON OG-004, OG-005, AND OG-006.
3. SEE TRAFFIC CONTROL NOTES AND DETAILS ON
SHEETS XX AND XX.
4. THE CONTRACTOR IS RESPONSIBLE FOR
LOCATING ALL EXISTING UTILITIES PRIOR TO
START OF CONSTRUCTION. EXISTING UTILITIES
SHOWN ARE APPROXIMATE AND ILLUSTRATED
FOR INFORMATIONAL PURPOSES ONLY.
5. ALL CULVERT AND STORM DRAINPIPES TO BE
CLASS III, SEE NOTE 2 ON SHEET OOG-003.
— ° LEGEND
° �'; RCP / _ '-'-= ' _ - - _ 802------------ ---------.
----------
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OD _ - _ _ - _=-- ---- - _ _ ------------- go - _-- _ - - - PROPERTY LINES / RIGHT OF WAY
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EXISTING STREAM CENTERLINE
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DAVID R. & BARBARA J. SPEAR - — - — _ — /i/ j l� / P� �// �'// / Q // l ' //i/ _ — SAN. SEWER MH
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ISSUE DATE DESCRIPTION
/ SAN. SEWER MH PHILLIP M. HOBBS ItPERMANENT STORM RIM 799.32 I Or / m DB 3767, PG. 4166
DRAINAGE EASEMENT INV. IN (S) 792.56' m '� J TAX P.I.N. 6817-95-2994.00 / / ( / I
REF. DB 3494, PG. 1062 C/L INV 792 27' I W /
LIMITS OF STREAM
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/ — \ DB 2649, PG. 217, TRACT 3 a REF. PB 31, PG. 153
\ TAX P.I.N. 6817-95-0859.00
/
SCALE 1 "=20'
PROJECT MANAGER C. BENNETT, PE
DESIGNED BY:
P. BLANDFORD, PE
CHECKED BY:
M. LITTLE, PE
DRAWN BY:
T.EPPLEY
PROJECT NUMBER
10294945
NOT FOR
CONSTRUCTION
BETHABARA ROAD EMERGENCY
CULVERT REPLACEMENT PROJECT
Winston-Salem, North Carolina
EROSION AND SEDIMENT CONTROL PLAN
PHASE 2
FILENAME 110381723-01CG102.DWG
SCALE 1 1" = 20'
SHEET
01CG102
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\ \ \ 1 I I DB 3600, PG. 4021 TAX P.I.N. 6817 96-2874.00 _
1. SEE GENERAL CONSTRUCTION NOTES ON OG-00 / / i'' % '/ �' I 1 ('() I � \ _( \
2. SEE EROSION AND SEDIMENT CONTROL NOTES
I, 11,E I �11 �/ 1 I I r
1,
1 0„
� I I � 41 1 )JI) ( / LIMITS OF STREAM </ 1 ON OG-004, OG-005, AND OG-006.
i 3. SEE TRAFFIC CONTROL NOTES AND DETAILS ON
I I l l I 1 �� 1 c _,III,/1 / / /
��I I I I I I 1 � I / � 1 � 11, � 1 I' ,I1 \ I I ) I 1 g01 / ` SHEETS XX AND XX.
I I I I \ CURB INLET- - _ 1g_ / / / / / i I I I I ii III , 1 / i� k
I I I I ( TOP OFCU�E�810DO' - 8 I / ��1\ / / /I iIIIiI/iiIIIIi jj � � II � I I ( I ( I- J
/ I i f I I I r h l 'I �` ) / 4. THE CONTRACTOR IS RESPONSIBLE FOR
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\ r- - 1 `^/ � � LOCATING ALL EXISTING UTILITIES PRIOR TO
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\ 1 I I _ / i I I 1 1 1'/�I '1111 1 \ DB 2414, PG. 3387
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I J / / / "I
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BOL TED METAL PLA TE;I , l I
POSSIBLE UTILITY VAULT, / ( / / ' / / i �I I I Io
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I I I I 1 /// /// 1 = /1 /�/� / I l r % l / 5. ALL CULVERT AND STORM DRAIN PIPES TO BE
�'�/�/ SPECIAL BASE DITCH, SEE CLASS III, SEE NOTE 2 ON SHEET OOG-003.
- \ \ \ I J TBM = TbP/ OF OPERATING / - I / / / ��'i \\ l ) ROADWAY SHEET FOR DETAIL
\ I ((\ /NUT ON HYDRANT / CURB INLET- - \ - / i �� lei ,! Qv iI I I rn
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/ , E rn ELEVATIONS.
EIL EVAT,1.01V $'13: 88' - � � \ - ,TOP OF CURB 809.85 /, i i �ii/ // 1 0 ✓ /
GRA TE 809.26 ) <v �S / , l,, 1 / I I/ I ( CURB INLET J
INV. IN 806.2" / �/ 4, � , 1 , I _
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=---'�/�------- 815 �/ INV. OUT 806.0' \ / ' I TCE /^-�/ GRATE 805.13'
/ 38 LF 15 CHAP / ^ I\ TC�FS -MP
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TCE i 1 9. SEE HEADWALL PLANS ON 01 S
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TAX P.I.N. 6817-86-8066.00 05 - - - - / / / a ♦ ` I ,/�/, C/L IN 790.19 I - / / / 'i
"0' /
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REF. DB 3490, PG. 2077
SAN. SEWER MH
PERMANENT STORM RIM 799.32' I m // DBH137167,MPG. O41166
\ ((J/jl / / �/ DRAINAGE EASEMENT IN IN (S) 792.56 J TAX P.I.N. 6817-95-2994.00 / //
REF. DB 3494, PG. 1062 � ( / J / / \
C/L INV. 792.27 I w °{ 1 _
IIII II) LIMITS OF STREAM
/ / Q � I J \ VARIABLE- WID TH
N / � � %/� � j /1 ) // (/III/l DAVID R. & BARBARA J. SPEAR I oo � � SANITARY SEWER EASEMENT
SA SEWER MH
RlM)709.64 l / / //Jl / m--'�
� (( ( / If � \ DB 2649, PG. 217, TRACT 3 a m ` - / ( 1
/ / / TAX P.I.N. 6817-95-0859.00 I REF. PB 31 PG. 153
-- 80� // / / C/rL INV. 787.24
0 12/2023 60% DESIGN SUBMITTAL
ISSUE DATE DESCRIPTION
DROJECT MANAGER C. BENNETT, PE
DESIGNED BY:
P. BLANDFORD, PE
CHECKED BY:
M. LITTLE, PE
DRAWN BY:
T.EPPLEY
PROJECT NUMBER
10294945
NOT FOR
CONSTRUCTION
BETHABARA ROAD EMERGENCY
CULVERT REPLACEMENT PROJECT
Winston-Salem, North Carolina
0 20' 40'
SCALE 1 "=20'
DRAINAGE AND GRADING PLAN
FILENAME 10381723-01CG103.DWG SHEET
SCALE 1" = 20' 01 CG 103
❑c
C
IV
0

ISSUE DATE DESCRIPTION
PROJECT MANAGER C. BENNETT, PE
DESIGNED BY:
CHECKED BY:
P. BLANDFORD, PE
M. LITTLE, PE
DRAWN BY:
T.EPPLEY
PROJECT NUMBER 110294945
NOT FOR
CONSTRUCTION
lllJ
Winslon•Salcm
BETHABARA ROAD EMERGENCY
CULVERT REPLACEMENT PROJECT
Winston-Salem, North Carolina
ROADWAY PLAN
AND PROFILE
FILENAME I BETH_RDY_TYP.dgn
SCALE I PLAN: 1 "= 30'
PROFILE:
HORIZ- 1 "=25'
VERT- 1 "=5'
SHEET
01CG111

1
2 1 3
:!
5 1 6
7
P
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SAL Ifs M S79
TRUCTURAL
` ----PLATE
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cr\ z \ \ \ \
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�j� \\ m \\\ \ \\ \\ \I \I \I \ 111 11 \ 11 11
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\ • � �' � < � car\ \\ N \ \ ; �\ 1 \\ \\ \ \\ \\ \\ \\ \
PLAEW
1 11
790.00
0 12/2023 60% DESIGN SUBMITTAL
ISSUE DATE DESCRIPTION
SCALE: 1" = 20'
EXISTING GRADE
TOP OF HEADWALL, 802.50'
TOP OF FILL ELEV. 790.70'
SSEEl,% SSE _-69E____-SSE, \/3'�// SSE--;7--SSET
_ter ' SSE �' SSE S E O S E�
— ✓ L—,
�PL o P� EEK --
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-79_
III rn
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m �
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\ � 8 0 A
SIDEWALK CURB AND GUTTER
PROVIDE RUBBER MAT PROTECTION
BETWEEN WATERLINE AND
PROPOSED CULVERT
TOP OF HEADWALL, 802.50'
TOP OF FILL ELEV. 791.03'
PROPOSED 1.5' BURY DEPTH
1 0*00:00 10+50.00 11 +00.00 11 +32.68 11 +50.00
STORM CULVERT PROFILE
H: SCALE 1" = 20'
V: SCALE 1" = 4'
PROJECT MANAGER C. BENNETT, PE
DESIGNED BY:
P. BLANDFORD, PE
CHECKED BY:
M. LITTLE, PE
DRAWN BY:
T.EPPLEY
PROJECT NUMBER
j 10294945
NOT FOR
CONSTRUCTION
i
1 11
790.00
BETHABARA ROAD EMERGENCY
CULVERT REPLACEMENT PROJECT
Winston-Salem, North Carolina
0 10, 20' 40'
HORZ. SCALE 1 "=20'
0 2' 4' 8'
VERT. SCALE 1 "=4'
CULVERT PLAN AND PROFILE
FILENAME 110381723-01CG112.DWG
SCALE 1 1 " = 20'
SHEET
01CG112
❑c
C
IN
W

0 12/2023 60% DESIGN SUBMITTAL
ISSUE DATE DESCRIPTION
PROJECT MANAGER C. BENNETT, PE
DESIGNED BY:
P. BLANDFORD, PE
CHECKED BY:
M. LITTLE, PE
DRAWN BY:
T.EPPLEY
PROJECT NUMBER
10294945
NOT FOR
CONSTRUCTION
wastion-istalpm
BETHABARA ROAD EMERGENCY
CULVERT REPLACEMENT PROJECT
Winston-Salem, North Carolina
STORM PLAN AND PROFILE
FILENAME 110381723-01CG113.DWG
SCALE 1 1"=20'/1"=4'
SHEET
01CG113

ISSUE DATE DESCRIPTION
PROJECT MANAGER C. BENNETT, PE
DESIGNED BY:
P. BLANDFORD, PE
CHECKED BY:
M. LITTLE, PE
DRAWN BY:
T.EPPLEY
PROJECT NUMBER 110294945
NOT FOR
CONSTRUCTION
lllJ
Winslon•Salem
BETHABARA ROAD EMERGENCY
CULVERT REPLACEMENT PROJECT
Winston-Salem, North Carolina
TYPICAL SECTIONS
AND
PAVEMENT SCHEDULE
FILENAME I BETH_RDY_TYP.dgn
SCALE 1 1 "= 10'
SHEET
01C-X01

c0
75 70 65 60 55 50 45 40 35 30 25 20 15 10
5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
0
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0
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805
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0.034
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0.017
BEGIN PROJECT
TIE TO EXISTING
0.037 0.015
8//./9
17+19-00
820
815
4:1
8/0
809.69
805
L-•llZm
— — — 8/5
810
805 1
820 1
------------------------------------ 8/5
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — / / 810
811.29
17+12.50
r� 805
820
8/5
•. — — 8/0
811.34
17+00-00
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75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75

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75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
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0.030
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810.71
17+50-00
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8/5
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----- 4'7
810
809.54
805
800
0.026
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- - - - - - - T - - _
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8/5
4: 7 , ��V Ile
- - - 8/0
809.64
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809.68
805
75 70 65 60 55 50 45 40 35 30 25 20 15 10
10 15 20 25 30 35 40 45 50 55 60 65 70 75

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0
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0
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8/5
8/0— — — — — — — — — — — — — — — — — — — — — — — ---_ 0.030
805 1
800
795
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----------------------- ----
t �
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t �
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0.030
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5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 820
--- - - - - - - -
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0.030 4.j,A A-�
------------- _ 8/0
809.80 809.51
805
800
18+00-00
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17+87.50
81030
17+75.00
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5 0 5
820
------------------------��
8/5
0.030 4: 1
--------_ — 8/0
809.69
805
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809.57
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75 70 65 60 55 50 45 40 35 30 25 20 15 10
10 15 20 25 30 35 40 45 50 55 60 65 70 75

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75 70 65 60 55 50 45 40 35 30 25 20 15 10
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75 70 65 60 55 50 45 40 35 30 25 20 15 10
1
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75 70 65 60 55 50 45 40 35 30 25 20 15 10

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75 70 65 60 55 50 45 40 35 30 25 20 15 10
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----
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810 END PROJECT 810
TIE TO EXISTING
0.027 0.028
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t`i rl �---------------------
— — — — — — — — — — --
800 800
21+50.00
------
795 795
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