20180343 Ver 1_401 Application_20180318

Hazen and Sawyer
H4011Pi
azenRaleigh, WestChase Boulevard, Suite 500 _
NC 27607 - 919.833.7152
March 5, 2018
2043
North Carolina Division of Water Resources 1 803
401 and Buffer Permitting Branch
512 N. Salisbury Street
Raleigh, North Carolina 27604
Re: Pre -Construction Notification, McCotter Canal Utility Access Stabilization Project, City of
Havelock, Havelock, Craven County, North Carolina + A 7 p
Dear Sir/Madam: CI I
Please find attached the Pre -Construction Notification (PCN) Application for the above referenced
project. The City of Havelock is proposing to repair damages inflicted during Hurricane Matthew by
stabilizing the banks of McCotter Canal and reconstructing the access road to the City's water supply
wells. Infrastructure buried beneath the access road, including a fiber optic cable and water line, will be
protected from future damage, reducing the risk of future water service interruptions. Canal bank repairs
and stabilization are proposed at five locations along the canal, comprising a total of 1,390 feet of stream
bank stabilization and seven culverts connecting proposed drainage swales to McCotter Canal.
In order to accommodate the proposed stabilization activities, impacts to McCotter Canal, a non -tidal
stream within the project area, and jurisdictional non -tidal freshwater marsh wetlands are necessary.
Permanent impacts to McCotter Canal will occur during streambank stabilization activities and permanent
impacts to wetlands will occur during improvements to the existing access road and water supply access
areas. Temporary impacts to wetlands will occur from construction of drainage swales and installation of
culverts. No net loss of wetlands will occur from implementation of the proposed project since the
drainage swales being constructed are large and will provide more wetland area than is being impacted by
the project.
If you would like to schedule a site visit, have any questions, or require additional information, please
contact me at 919.906.1775. Thank you for your assistance.
Sincerely,
Ms. Linda Diebolt
Senior Principal Scientist
Attachments
hazenandsawyer.com

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form —Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the Corps:
❑Q Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 13 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
❑Q 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express 2 Riparian Buffer Authorization
1e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑Q No
For the record only for Corps Permit:
❑ Yes Q No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes 0 No
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
below.
❑x Yes ❑ No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes No
2.
Project Information
2a.
Name of project:
McCotter Canal Utility Access Stabilization Project
2b.
County:
Craven
2c.
Nearest municipality / town:
Havelock
2d.
Subdivision name:
n/a
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
City of Havelock
3b.
Deed Book and Page No.
0952, 0408
3c.
Responsible Party (for LLC if
applicable).-
pplicable):3d.
3d.
Street address:
PO Box 368
3e.
City, state, zip:
Havelock, NC 28532
3f.Telephone
no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 10
PCN Form —Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
Frank Bottorf, City Manager
4c.
Business name
(if applicable):
City of Havelock
4d.
Street address:
1 Governmental Drive / PO Box 368
4e. City, state, zip:
Havelock, NC 28532
4f.
Telephone no.:
252.444.6400
4g. Fax no.:
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a. Name:
Linda Diebolt
5b.
Business name
(if applicable):
Hazen and Sawyer
5c.
Street address:
4011 WestChase Boulevard, Suite 500
5d.
City, state, zip:
Raleigh, NC 27607
5e.
Telephone no.:
919.906.1775
5f.
Fax no.:
5g.
Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
6-220-071
1 b.
Site coordinates (in decimal degrees):
Latitude: 34.85866
Longitude: -76.88515
1c.
Property size:
2.35 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Shop Branch
2b. Water Quality Classification of nearest receiving water:
SC; Sw, NSW
2c.
River basin:
Neuse
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
See Additional Information document.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.3
3c.
List the total estimated linear feet of all existing streams. (intermittent and perennial) on the property: 6,593
3d. Explain the purpose of the proposed project:
See Additional Information document.
3e. Describe the overall project in detail, including the type of equipment to be used:
See Additional Information document.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑ Yes ❑x No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes [D No ❑ Unknown
5b.
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑x No
6b.
If yes, explain.
Page 3of10
PCN Form —Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑x Wetlands ❑z Streams — tributaries ❑z Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary
W1 T
Regrading
Non -Tidal Freshwater Marsh
No
Corps
0.005
W2 T
Regrading
Non -Tidal Freshwater Marsh
No
Corps
0.012
W3 T
Regrading
Non -Tidal Freshwater Marsh
No
Corps
0.047
W4 T
Regrading
Non -Tidal Freshwater Marsh
No
Corps
0.036
W5 T
Regrading
Non -Tidal Freshwater Marsh
No
Corps
0.006
W6 T
Regrading
Non -Tidal Freshwater Marsh
No
Corps
0.002
2g. Total Wetland Impacts:
0.1161
2h. Comments:
Wetlands consist of herbaceous vegetation mainly within and abutting existing roadside drainage swales. The wetlands are hydrologically connected to
wetlands to the east and to McCotter Canal west. Existing drainage swales will be regraded, culverts discharging to McCotter Canal will be installed,
and wetlands will re-establish within the newly graded drainage swales. No net loss of wetlands will occur from project activities. See Additional
Information for continuation of the wetlands impacts.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 P
Stabilization
McCotter Canal
PER
Corps
12
356
S2 P
Stabilization
McCotter Canal
PER
Corps
16
253
S3 P
Stabilization
McCotter Canal
PER
Corps
11
242
S4 P
Stabilization
McCotter Canal
PER
Corps
13
399
S5 P
Stabilization
McCotter Canal
PER
Corps
15
140
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
1,390
3i. Comments:
Page 4 of 10
PCN Form —Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded Filled
Excavated Flooded Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑x Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number—
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
131 T
STRBNK STABILIZATION
McCotter Canal
No
4,547
0
B2 -T
STRBNK STABILIZATION
McCotter Canal
No
3,618
0
B3 -T
STRBNK STABILIZATION
McCotter Canal
No
5,202
0
B4 -T
STRBNK STABILIZATION
McCotter Canal
No
13,144
0
B5 -T
STRBNK STABILIZATION
McCotter Canal
No
1,802
0
B6 -
Yes/No
6h. Total Buffer Impacts:
28,313
0
6i. Comments: The existing access road and well site parking areas are considered an existing use that is exempt from the buffer rules and are
therefore not discussed herein. Buffer impacts from streambank stabilization are allowable and are provided above.
Page 5of10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Avoidance of all impacts is possible only with a no -build alternative, which does not meet the need of the project. During design, the limits of
disturbance were reduced to the minimum required for streambank stabilization and access improvements to ensure continued access to the City's
water supply wells.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Where feasible, the limits of disturbance were reduced. The size of the drainage swales were reduced to the minimum required to prevent surface flow
across the access road, which destabilizes the streambank. Wetlands impacted by parking area improvements are to wetlands in existing parking
areas into which abutting wetlands have encroached due to the areas having a slightly elevation than adjacent gravel areas.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes x❑ No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form —Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
x
13 Yes No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
Buffer mitigation is not required for project activities.
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑x Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
The project work in Zone 1 will occur within and immediately adjacent to the stream and the impacts will
be
temporary. Project work will occur in short time -frames and seeding of any disturbed areas will occur
❑ Yes ❑x No
immediately upon completion of construction.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
0
2b.
Does this project require a Stormwater Management Plan?
❑ Yes No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
Implementation of the project will not result in new impervious areas.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
❑ Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
[]Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form —Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project. involve an expenditure of public (federal/state/local) funds or the
❑x Yes
❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
El Yes
❑Q No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
Q No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b. Is this an after -the -fact permit application?
El Yes
❑Q No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
El Yes
Q No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project consists of reconstruction of the existing access road and long-term protection of the road and buried infrastructure.
No increase in water
provision by the City of Havelock will result from implementation of the proposed project.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
No wastewater will be generated by the proposed project.
Page 9 of 10
PCN Form —Version 1.4 January 2009

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑Yes ❑x No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
See Additional Information document.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA NMFS EFH online mapper was reviewed January 18, 2018.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑,c No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Based on a review of the NC SHPO's HPOWEB GIS Service on January 18, 2018, the nearest historic resource that has been determined to be
eligible (DOE) for listing on the National Register of Historic Places is approximately 1 mile from the project area.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
FEMA's FIRM panel 3720642000J, effective 7/2/2004, shows the project area and surrounding land as Zone X.
City of Havelock
/J
Frank P. Bottorff, City Manager
`/ _
02-22-2018
Applicant/Agent's Printed Name
Applicant/Agent's S' nature
Date
(Agent's signature is valid only If an authorization
letter from the applicant isprovided.)
Page 10 of 10

Additional Information
McCotter Canal Stabilization Project, City of Havelock, NC
B.3a. Describe the existing conditions on the site and the general land use in the vicinity of the project
at the time of this application.
The site consists of a dirt access road and adjacent stormwater canal. The road provides the City of
Havelock (City) access to water supply wells located along the road. The banks of the canal are severely
eroded, and the erosion is reducing the width of the access road. City maintenance staff are currently
unable to traverse the full length of the access road by vehicle due to the reduction in drivable width.
The property to the southeast and east is part of Croatan National Forest. The U.S. Forest Service
maintains a fire break adjacent to the project area. West of the project area, land use is dominated by
residential development with a small amount of commercial development.
B.3d. Explain the purpose of the proposed project.
The purpose of the project is to reconstruct the access road and protect the road and buried
infrastructure from future damage. The project will ensure that City maintenance staff are able to
access the water supply wells located along the access road and the stormwater canal that parallels the
access road during and immediately following future natural disasters and major storm events. The
stormwater system, including the stormwater canal and culverts that discharge stormwater from
adjacent land into the canal, will be improved to ensure proper function of the system and reduce
flooding of roadways and structures.
B.3e. Describe the overall project in detail, including the type of equipment to be used.
The proposed project will repair damages inflicted during Hurricane Matthew by stabilizing the canal
banks and reconstructing the access road. Infrastructure buried beneath the access road, including a
fiber optic cable and water line, will be protected from future damage, reducing the risk of future water
service interruptions. The proposed project involves construction of soil lifts to reconstruct and stabilize
the banks of the existing McCotter Canal, grading to reconstruct the damaged portions of the access
road and to reconstruct drainage swales on the east side of the access road at selected locations, and
installation of culverts under the access road to connect the drainage swales to the Canal. The drainage
swales will allow improved management of stormwater by directing it to the proposed culverts rather
than allowing it to continue the diffuse flow over the access road and through the roadbed material,
which is currently undermining and washing out the road.
Canal bank repairs and stabilization are proposed at five locations along the canal, comprising a total of
1,390 feet of stream bank stabilization and seven culverts connecting the proposed drainage swales to
the canal. The bank stabilization measures consist of (1) placement of clean fill material to repair the
eroded areas and allow for reconstruction of the access road and (2) construction of soil lifts to provide
a bank that is resistant to future erosion. The culverts are proposed to be sited within the footprint of
the soil lifts. The access road will be reconstructed to match its original dimensions and configuration.
The culverts are proposed to be 15 -inch diameter high-density polyethylene (HDPE) pipes. Four culverts
are proposed to be 30 feet long, two are proposed to be 36 feet long, and one will be 40 feet long.

Equipment expected to be used to construct the project includes, but is not limited to, bull dozers, front
end loaders, rollers, and dump trucks.
C.2. Wetland Impacts
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of impact
Type of Wetland
Forested
Type of
Area of
number
jurisdiction
impact
Permanent (P) or
Corps (404, 10) or
(acres)
Temporary (T)
DWQ (401, other)
W3 P
Regrading
Non -Tidal Freshwater Marsh
No
Corps
0.003
W4 P
Regrading
Non -Tidal Freshwater Marsh
No
Corps
0.004
W5 P
Regrading
Non -Tidal Freshwater Marsh
No
Corps
0.0001
W6 P
Regrading
Non -Tidal Freshwater Marsh
No
Corps
0.001
F.Sd. What data sources did you use to determine whether your site would impact Endangered
Species or Designated Critical Habitat?
The USFWS IPaC tool was referenced to determine the protected species that are expected to occur in
the vicinity of the project area (January 18, 2018). NC Natural Heritage Program data relative to
documented occurrences of rare and protected species indicates two historical records of fauna in the
area. Both records are shown for the entire county of Craven County, not a specific location within the
county. Hazen biologists conducted a site assessment to identify the habitat characteristics onsite.
Onsite habitat is not suitable for the listed reptiles or one of the listed birds. Habitat may be available
within the project area and/or its immediate surroundings for the threatened northern long-eared bat
(Myotis septentrionalis), red -cockaded woodpecker (Picoides borealis) (RCW), rough -leaved loosestrife
(Lysimachia asperulaefolia), and sensitive joint -vetch (Aeschynomene virginica).
Tree removal is not included as part of the proposed work. If removal of a tree is determined to be
necessary by the contractor, approval by the engineer, i.e. Hazen, is required prior to engaging in tree
removal activities. Hazen will determine if the tree removal presents a risk of a take of either the
northern long-eared bat or the RCW prior to approving or denying the contractor's request.
Coordination with USFWS will be initiated if Hazen determines that there is potential for an adverse
effect related to tree removal.

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Road Data
SCALE CITY OF HAVELOCK
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LIMITS OF DISTURBANCE
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0 25 50
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—CONSTRUCTION LAY DOWN AREA
LIMITS OF DISTURBANCE
WATERING BAG
NCE
NEW DRAINAGE SWALE
CANAL BANK RECONSTRUCTION
GRAVEL ACCESS ROAD
IMPROVEMENTS
NEW STORMWATER PIPE
NEW STORMWATER PIPE INLET
IMPACT
SITE
NUMBER
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IMPACT
STREAM
IMPACT
(FT)
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IMPACT
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P
356
S2
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253
S3
P
242
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IMPACT FIGURE 1
100
■ Feet Hazen
s
CITY OF HAVELOCK
McCOTTER CANAL
STABILIZATION PROJECT

SAND BAG DI
PUMP -AROUND PIPE
AND COMPENENTS
AREA OF SOIL LIFT AND
STREAMBANK STABILIZATION
I�
NEW STORMWATER PIPE
IMPACT SITE S2
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EXISTING CANAL BANK
z
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I
L LIMITS OF DISTURBANCE
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I IMPROVEMENTS
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SITE
NUMBER
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STREAM
IMPACT
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IMPACT
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S1
P
356
S2
P
253
S3
P
242
S4
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399
S5
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W6
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IMPACT FIGURE 2
Hazen
CITY OF HAVELOCK
McCOTTER CANAL
STABILIZATION PROJECT

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I
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i
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I I IMPROVEMENTS
i
AREA OF SOIL LIFT AND ANAL BANK RECONSTRUCTION
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NEW DRAINAGE SWALE
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S4
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S5
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W5
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W5
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W6
P
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W6
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SCALE IMPACT FIGURE 3 CITY OF HAVELOCK
0 25 50 100
Feet Hazen MCCOTTER CANAL
1 inch = 50 feet S — STABILIZATION PROJECT

SAND BAG DIKE
DEWATERING BAG
FENCE
0 /
/ IMPACT SITE W3
LIMITS OF DISTURBANCE
- NEW STORMWATER PIPE
NEW STORMWATER PIPE INLET j
j - POWER LINE POLE
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POWER LINE POLE--� /
POWER LINE POLE
PUMP -AROUND PIPE %
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GRAVEL ACCESS
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AREA OF SOIL LIFT
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' DRAINAGE SWALE
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LINE POLE IMPACT SITE W4
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NEW
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POWER LINE POLE
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-CONSTRUCTION LAY DOWN AREA I
IMPACT
SITE
NUMBER
TEMP (T)
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STREAM
IMPACT
(FT)
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IMPACT
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51
P
356
S2
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253
S3
P
242
S4
P
399
S5
P
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W 1
T
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W2
T
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W3
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T
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W4
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W4
T
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W5
P
0.0001
W5
T
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W6
P
0.001
W6
T
0.002
SCALE IMPACT FIGURE 4 CITY OF HAVELOCK
0 25 50 100
Feet Hazen McCOTTER CANAL
1 inch = 50 feet s -- STABILIZATION PROJECT

r
EXISTING CANAL BANK
SAND BAG DIKE
PUMP -AROUND PIPE-._ DEWATERING BAG
AND COMPENENTS FENCE
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ANAL BANK RECONSTRUCTION
NEW DRAINAGE SWALE
AREA OF SOIL LIFT AND ///AiL_NEWSTORMWATER PIPE
STREAMBANK STABILIZATION
NEW STORMWATER PIPE INLET
POWER LINE POLE
♦, IMPACT SITE W5
POWER LINE POLEPOWER LINE POLE
IMPACT SITE S5 LECTRICAL STRUCTURE
/ RAVEL ACCESS ROAD IMPROVEMENTS
SAND BAG DIKE /
NEW STORMWATER PIPE a
POWER LINE POLE :—CONSTRUCTION LAY DOWN AREA
NEW STORMWATER� /
PIPE INLET / IMPACT SITE W6
-NEW DRAINAGE SWALE
LIMITS OF DISTURBANC
IMPACT
SITE
NUMBER
TEMP (T)
OR PERM (P)
IMPACT
STREAM
IMPACT
(FT)
WETLAND
IMPACT
(AC)
S1
P
356
S2
P
253
S3
P
242
S4
P
399
S5
P
140
W 1
T
0.005
W2
T
0.012
W3
P
0.003
W3
T
0.047
W4
P
0.004
W4
T
0.036
W5
P
0.0001
W5
T
0.006
W6
P
0.001
W6
T
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CITY OF HAVELOCK
McCOTTER CANAL
STABILIZATION PROJECT

SAND BAG DIK
PUMP -AROUND PIPE
AND COMPENENTS
AREA OF SOIL LIFT AND
STREAMBANK STABILIZATI N
NEW STORMWATER PIPE
IMPACT SITE B2
3,618 SQUARE FEET
RIPARIAN BUFFER
ZONE 1
SAND BAG DIKE
POWER LINE POL
EXISTING CANAL BANK
EWATERING BAG
ENCE
LIMITS OF DISTURBANCE
RIPARIAN BUFFER
ZONE 2
NEW DRAINAGE SWALE
NEW STORMWATER PIPE INLET
GRAVEL ACCESS ROAD
IMPROVEMENTS
CANAL BANK RECONSTRUCTION
SCALE BUFFER FIGURE 2 CITY OF HAVELOCK
0 25 50 100
Feet Hazen McCOTTER CANAL
1 inch = 50 feet s — STABILIZATION PROJECT

EXISTING CANAL BANK -
SAND BAG DIKE
PUMP -AROUND PIPE
AND COMPENENTS
AREA OF SOIL LIFTAND
STREAMBANK STABILIZATION
NEW STORMWATER PIPE
IMPACT SITE B3
5,202 SQUARE FEET
RIPARIAN BUFFER
ZONE 2
POWER LINE POLE -
SAND BAG DIKE
- POWER LINE POLE
DEWATERING BAG
FENCE
RIPARIAN BUFFER
ZONE 1
- LIMITS OF DISTURBANCE
I
GRAVEL ACCESS ROAD
IMPROVEMENTS
CANAL BANK RECONSTRUCTION
NEW DRAINAGE SWALE
I
NEW STORMWATER PIPE INLET
SCALE BUFFER FIGURE 3 CITY OF HAVELOCK
0 25 50 100
Feet Hazen McCOTTER CANAL
1 inch = 50 feet 5 — STABILIZATION PROJECT

EXISTING CANAL B K
RIPARIAN BUFFER-_
/
ZONE 2
SAND BAG DIKE
- -
! �'
PUMP -AROUND PIPE
EWATERING BAG
AND COMPENENTS
ENCE
/
POWER LINE POLE
RIPARIAN BUFFER
/
ANAL BANK RECONSTRUCTION
ZONE 1
/
EW DRAINAGE SWALE
AREA OF SOIL LIFTAND
NEW STORMWATER PIPE
STREAMBANK STABILIZAT N
/
NEW STORMWATER PIPE INLET
POWER LIN POL
/
POWER LINE POLE
POWER LINE POLE
/
IMPACT SITE B5
LECTRICAL STRUCTURE
1,802 SQUARE FEET
/
SAND BA DIKE
RAVEL ACCESS ROAD IMPROVEMENT
NEW STORMWAT R PIP
POWER LINE POE
:.
ONSTRUCTION LAY DOWN AREA
NEW STORM ATE �•
'_
PIPE INLET
�. ..... • NEW DRAINAGE SWALE
LIMITS OF DISTU BAN
SCALE
CITY OF HAVELOCK
BUFFER FIGURE 5
0 25 50 100
Feet
Hazen
McCOTTER CANAL
1 inch = 50 feet
s
—
STABILIZATION PROJECT

EFH Mapper
Page 1 of 1
EFH Data Notice: Essential Fish Habitat (EFH) is defined by textual descriptions contained in the fishery management plans developed by the regional Fishery
Management Councils. In most cases mapping data can not fully represent the complexity of the habitats that make up EFH. This report should be used for general
interest queries only and should not be interpreted as a definitive evaluation of EFH at this location. A location -specific evaluation of EFH for any official purposes
must be performed by a regional expert. Please refer to the following links for the appropriate regional resources.
Query Results
Map Scale = 1 :144,448
Degrees, Minutes, Seconds: Latitude = 34"51'53" N, Longitude = 76"53'13
Decimal Degrees: Latitude = 34.86, Longitude = -76.89
The query location intersects with spatial data representing EFH and/or HAPCs for the following species/management units.
https://www.habitat.noaa.gov/protection/efh/efhmapper/index.html 1/18/2018

McCotter Canal Stabilization Project
January 18, 2018
NIR Points
• NR Individual Listing
• NR Listing, Gone
it NRHD Center Point
NR Boundaries
F1National Register Boundary
A:Hmlom
CRAVEN
r
V
1:48,000
0 0.4 0.8 1.6 mi
I
0 0.5 1 2 km
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Esn Japan, METI, Esn China (Hong Kong), Esri Korea, Esn (Thailand),
Maprnyindia, WCC, 0 OpenStreetMap contributors, and the GIS User
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NIR Points
• NR Individual Listing
• NR Listing, Gone
it NRHD Center Point
NR Boundaries
F1National Register Boundary
A:Hmlom
CRAVEN
r
V
1:48,000
0 0.4 0.8 1.6 mi
I
0 0.5 1 2 km
Sources: Esn HERE, DeLorme, USGS, Irdermap, INCREMENT P, NRCan,
Esn Japan, METI, Esn China (Hong Kong), Esri Korea, Esn (Thailand),
Maprnyindia, WCC, 0 OpenStreetMap contributors, and the GIS User
Community

1/18/2018 IPaC: Explore Location
1PaC 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
Craven County, North Carolina
Local office
Raleigh Ecological Services Field Office
t. [phone]
IR [phone]
MAILING ADDRESS
Post Office Box 33726
Raleigh, NC 27636-3726
PHYSICAL ADDRESS
551 Pylon Drive, Suite F
Raleigh, NC 27606-1487
001\0
0�0
G
hfps://ecos.fws.govfiipac/location/JE5KRUSWDRGAVJNDY7LPAHDLRY/resources 1/11

1/18/2018 IPaC: Explore Location
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 species -1 are managed by the Ecological Services Program of the U.S. Fish and Wildlife Service.
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 Ding status oaee for more information.
The following species are potentially affected by activities in this location:
Mammals
ti AM E STATUS
Northern Long-eared Bat Myotis septentrionalis Threatened
No critical habitat has been designated for this species.
https://ecos.fW s.gov/ecp/soecies/9045
West Indian Manatee Trichechus manatus Threatened
There is final critical habitat for this species. Your location is outside the critical habitat. Marine mammal
https://ecos.fws goy/ec /species/4469
Birds
NAME STATUS
Red Knot Calidris canutus rufa Threatened
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/1864
Red -cockaded Woodpecker Picoides borealis Endangered
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/7614
https://ecos.fws.gov/ipac/location/JE5KRUSWDRGAVJNDY7LPAHDLRY/resources 2/11

1/18/2018 IPaC: Explore Location
Reptiles
NAME
American Alligator Alligator mississippiensis
No critical habitat has been designated for this species.
https://ecos.fws.gov/eci2/species/776
Green Sea Turtle Chelonia mydas
No critical habitat has been designated for this species.
https://ecos.fws.gov/ecp/species/6199
Leatherback Sea Turtle Dermochelys coriacea
There is final critical habitat for this species. Your location is outside the critical habitat.
https://ecos.fws.gov/ecp/species/1493
Flowering Plants
NAME
Rough -leaved Loosestrife Lysimachia asperulaefolia
No critical habitat has been designated for this species.
httos7//ecos_fws.gQv/eco/species/2747
Sensitive Joint -vetch Aeschynomene virginica
No critical habitat has been designated for this species.
Vis://ecos.fws.gov/ecr)/species/855
Critical habitats
STATUS
SAT
Threatened
Endangered
STATUS
Endangered �r
Threatened 4
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.
0 <0 ( -
Migratory birds
Certain birds are protected under the Migratory Bird Treaty Actl and the Bald and Golden Eagle Protection Actl.
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 http://www.fws.gov/birds/management/managed-species/
birds-of-conservation-concern.ohp
Measures for avoiding and minimizing impacts to birds http://www.fws.gov/birds/management/project-assessment-
tools-and-guidance/
conservation-measures.ohp
Nationwide conservation measures for birds
http://www.fws.gov/mi,QratoEybirds/pdf/management/nationwidestandardconservationmeasures pdf
https://ecos.fws.govrpac/location/JE5KRUSWDRGAVJNDY7LPAHDLRY/resources 3/11

1/18/2018
IPaC: Explore Location
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 maps of where birders and the general
public have sighted birds in and around your project area, visit E -bird tools such as the E -bird data mapping tool (search for
the name of a bird on your list to see specific locations where that bird has been reported to occur within your project area
over a certain timeframe) and the E -bird Explore Data Tool (perform a query to see a list of all birds sighted in your county
or region and within a certain timeframe). 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 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
BREEDING SEASON (IF A BREEDING
SEASON IS INDICATED FOR A BIRD ON
............
YOUR LIST, THE BIRD MAY BREED IN YO
PROJECT AREA SOMETIMEnT�E
- -__C .._.RE SOMETIMETIMEFRAME SPECIFIED, WLIBERAL ESTIMATEAF SI
WHICH THE BIRD ED CROSS ITS
ENTIRE.RAI'BR S ELSEWHERE"
IN ES TW TME BIRD DOES NOT
LIKELY EE IN YOUR PROJECT AREA.)
N. _
American Oystercatcher Haematopus palliatus = �., I*veds Apr 15 to Aug 31
This is a Bird of Conservation Concern (BCC) throughout its range in the con0nental
USA and Alaska.
https://ecos.fws.govlecp//species/8935
,� •;j4s
Bachman's Sparrow Aimophila aestivalis Breeds May 1 to Sep 30
This is a Bird of Conservation Concern (BCC throu0out it -1 range in the continental
USA and Alaska. a
https://ecos.fws.goy/ecp/soecie fi4 `` t
Bald Eagle Haliaeetus I � co, ephWt4: Breeds Sep 1 to Jul 31
This is not a B- f Cons ation Concern (BCC) in this area, but warrants attention
becauset tle Act o or potential susceptibilities in offshore areas from certain
typesde'*ot or activities.
erRail Rallus crepitans Breeds Apr 10 to Oct 31
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation
Regions (SCRs) in the continental USA
Eastern Whip -poor -will Antrostomus vociferus Breeds May 1 to Aug 20
This is a Bird of Conservation Concern (BCC) throughout its range in the continental
USA and Alaska.
Gull -billed Tern Gelochelidon nilotica Breeds May 1 to Jul 31
This is a Bird of Conservation Concern (BCC) throughout its range in the continental
USA and Alaska.
https:/Iecos.fws.goy/ecp/species/9501
Henslow's Sparrow Ammodramus henslowii Breeds May 1 to Aug 31
This is a Bird of Conservation Concern (BCC) throughout its range in the continental
USA and Alaska.
https://ecos.fws.goWecp/spec i es/3941
https://ecos.fws.govriipac/Iocation/JE5KRUSWDRGAVJNDY7LPAHDLRY/resources 4111

1/18/2018
IPaC: Explore Location
Kentucky Warbler Oporornis formosus Breeds Apr 20 to Aug 20
This is a Bird of Conservation Concern (BCC) throughout its range in the continental
USA and Alaska.
King Rail Rallus elegans Breeds May 1 to Sep S
This is a Bird of Conservation Concern (BCC) throughout its range in the continental
USA and Alaska.
https://ecos.fws.gov/ecp/species/8936
Le Conte's Sparrow Ammodramus leconteii Breeds elsewhere
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation
Regions (BCRs) in the continental USA
Least Tern Sterna antillarum Breeds Apr 20 to Sep 10
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation
Regions (BCRs) in the continental USA 4
Lesser Yellowlegs Tringa flavipes Breeds elsewhere
This is a Bird of Conservation Concern (BCC) throughout its range in the continental
USA and Alaska. I#< 0
hips://ecos.fws.gov/ecp/spec ies/9679
Prairie Warbler Dendroica discolor Breeds May 1 to Jul 31
This is a Bird of Conservation Concern (BCC) throughout its range in the continental
USA and Alaska.
Prothonotary Warbler Protonotaria citrea Breeds Apr 1 to Jul 31
This is a Bird of Conservation Concern (BCC) throughout its rang An a nental
USA and Alaska.
Red-headed Woodpecker Melanerpes erythrocephalus Breeds May 10 to Sep 10
This is a Bird of Conservation Concern (8CC) throughout its range in the continental
USA and Alaska.
Red -throated Loon Gaviastellata Breeds elsewhere
This is a Bird of Conservation Concern (BCC) throughout its range in the continental
USA and Alaska.
Rusty Blackbird Euphagus carolinus Breeds elsewhere
This Is a Bird of Conservation Concern (BCC) throughout its range in the continental
USA and Alaska.
Seaside Sparrow Ammodramus maritimus Breeds May 10 to Aug 20
This is a Bird of Conservation Concern (BCC) throughout its range in the continental
USA and Alaska.
Semipalmated Sandpiper Calidris pusilla Breeds elsewhere
This is a Bird of Conservation Concern (BCC) throughout its range in the continental
USA and Alaska.
Short -billed Dowitcher Limnodromus griseus Breeds elsewhere
This is a Bird of Conservation Concern (BCC) throughout its range in the continental
USA and Alaska.
https://ecos.fws.gov/ecp/species/9480
https://ecos.fws.gov/ipac/location/JE5KRUSWDRGAVJNDY7LPAHDLRY/resources 5/11

1/18/2018
IPaC: Explore Location
Willet Tringa semipalmata Breeds Apr 20 to Aug 5
This is a Bird of Conservation Concern (BCC) throughout its range in the continental
USA and Alaska.
Wood Thrush Hylocichla mustelina Breeds May 10 to Aug 31
This is a Bird of Conservation Concern (BCC) throughout its range in the continental
USA and Alaska.
Probability of Presence Summary
The graphs below provide our best understanding of when birds of concern are most likely to be present in your project
area. This information can be used to tailor and schedule your project activities to avoid or minimize impacts to birds.
Probability of Presence ( )
Each green bar represents the bird's relative probability of presence in your project's counties 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 (n
Vertical black lines superimposed on probability of presence bars indicate the number of surveys performed for that
species in the counties of your project area. The number of surveys is expressed as a range, for example, 33 to 64 surveys.
To see a bar's survey effort range, simply hover your mouse cursor over the bar.
No Data (—)
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant information.
probability of presence breeding season I survey effort — no data
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
American
---- ---- ----
Oystercatcher
BCC Rangewide (CON) (This
is a Bird of Conservation
Concern(BCC)throughout
its range in the continental
USA and Alaska.)
https://ecos.fws.gov/ipac/location/JE5KRUSWDRGAVJNDY7LPAHDLRY/resources 6/11

1/18/2018
IPaC: Explore Location
Bachman's Sparrow --- I I
BCC Rangewide (CON) (This
is a Bird of Conservation
..................... . ........ .......
Concern (BCQ throughout
its range in the continental
.................................................
USA and Alaska.)
Bald Eagle
Non -BCC Vulnerable rrhis 1,- I•'
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.)
Clapper Rail ---� �'-- _--- --'_
BCC - BCR (This is a Bird of
........................................................
Conservation Concern
IBCq oniZ in earticular Bird
Conservation Reglons
(BC",n the continental
USA)
Eastern Whip -Poor -will ---
BCC Rangewide (CON) (This
— ---- ---- — —
K a Bird of Conservation
Corrcem (BCQ throughout
its range in tAe cartinental
USA -and Alaska
Gull -billed Tern
---- ---- ---- ---- -.rte, ,..--.. .....+— — — — — -- — ---- ----
BCC Ran$ewlde (CON) (This_
if a Bird of Conservation
Cortcem iBCC) throujtout
its rart�e in the continental
USA and Alaska_) - — ---- ,�•
Henslow s Sparrow ---- ---' ,--- --- — — — — —�� ---- ---- ---- --'—
BCC Ran1!wide (CON) (This
is a Bird of Conservation
Concern (BCn throupchout
its ra in the continental
USA and Alaska.)
Kentucky Warbler
BCC Rangewlde (CON) (Thisis a Bird of Conservation
Concern (BCQjhtou-&gout
range in th
its rae continental
- - _----_._..__ .._.
USA and Alaska.)
King Rail
BCC Rangewkfe (CON) (This
is a Bird of Conservation
Concern (BCQ throughout
its range in the continental
USA and Alaska.)
Le %bnte'S Sparrow -
BCC - BCR (This ,s a Bird of l
Conservation Concern
(8CQ—only in particular Bird
Conservation Regions
(BCRs) in the continental
USA)
Least Tern
BCC - BCR (This is a Bird of
Conservation Concern
(BCC) only in particular Bird
Conservation Re Ions
(BCRs) in the continental
...-... ..............
USA)
Lesser Yellowlegs
BCC Rangewide (CON) (This sxi
..................................................
is a Bird of Conservation
Concern (BCQthroughout
......................... ...............
its range in the continental
USA and Alaska.)
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
https://ecos.fws.gov/ipactlocation/JE5KRUSWDRGAVJNDY7LPAHDLRY/resources 7/11

1/18/2018 IPaC: Explore Location
Prairie Warbler ----
BCC Rangewide (CON) (rhis
---- ---
is a Bird of Conservation
Concern (BCQ throughout
its range in the continental
USA and Alaska)
Prothonotary Warbler ( I I I I�*
BCC RangewidI 1 e (CON) (This I I I I( I I I ��-- ---- ---- ---- ----
is a Bird of Conservation PPO
Concern (BCQ throughout
its range in the continental
USA and Alaska.)
Red-headed
Woodpecker
BCC Rangewide (CON) (This
.-t
is a Bird of Conservation
Concern (BCQ throughout
......................... ... .. ..
its range in the continental
USA and Alaska.)
.................................. _.
Red -throated Loon
BCC Rart�ewide (CON) (This
is a Bird of Conservation
Concem(BCgihrou tout
its ra a in the continental
USA and Alaska.)
Rusty Blackbird A
—IV
BCC Rangewide (CON) (Thfs
n a elyd of Conservation_
Concern (BCC) th out
—roy�h---
itsron a In the continental
USA and Alaska.)
Seaside Sparrow __
—_--
BCC Rangewide (CON)(This
is a Bird of Conservation
Concern (BCQ throe out
Its range in the continental
USA artd Alaska)
Semipalmated
Sandpiper
BCC, Rangewide (CON) (This
is a Bird of Conservation
Concern (BCC) tlh oy
--
— — — — — — — — — — — — —.��---- — — — — ----
---- — — — — — A— ---- ---- ---- ----
its ran a in the continental
USA and Alaska.)
Short -billed Dowitcher
BCC.Rann ewide (CON) (This
is a Bird of Conservation
----------__—__----
Concern(BCC) throurwut
its range in the coi ti n
USA and Alaska.)
willet---- ---- -- I - - !.— ---- ---- ---- ---- ---- ----
BCC Rangewide (CON)
is a Bir d of Con'. ti
Concern (SCQ throughout
its ra`n&e in the continental
USA and Alaska.) ■ ■
Wood Thrush —!■� �� (� I I 1 i - I ---- ----
---- ---- ----
BCC Rangewide (CON) (Thls
is a Bird of Conservation
Concern (BCQ throughout
its range in the continental
USA and Alaska.)
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 and/orep rmits 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 migratory birds potentially occurring 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.
hftps://ecos.fws.govf pac/location/JE5KRUSWDRGAVJNDY7LPAHDLRY/resources 8/11

1/18/2018
IPaC: Explore 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 counties 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 E -bird Explore Data 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, migrating or present year-round in my project 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 ma r
the following resources: The The Cornell Lab of Ornithology All About Birds Bird Guide. or (if you are unsuccessful in locating
interest there), the Cornell Lab of Ornithology Neotronical Birds guide. If a bird entry on your migratory bird species list i i es a b ng
season, it is probable that the bird breeds in your project's counties at some point within the timeframe specified. ree w e" 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 cgotft t ougut eir 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 Bir a 'on ions (BCRs) in the continental USA; and
3. "Non -BCC - Vulnerable" birds are not BCC species in your pro' ar on your list either because of the Eagle Act
requirements (for eagles) or (for non -eagles) potential susce ibiliti i ffshore 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 mi ' ' e im s t II birds, efforts should be made, in particular, to avoid and minimize impacts
to the birds on this list, especially eagles an CC ies o gewide concern. For more information on conservation measures you can
implement to help avoid and minimi pacts and requirements for eagles, please see the FAQs for these topics.
Details about biritare la cted by offshore projects
For additional deutthe lative occurrence and abundance of both individual bird species and groups of bird species within your
project are ic Coast, please visit the NortheastOcean Da Portal. The Portal also offers data and information about other taxa
beside i s thahelpful to you in your project review. Alternately, you may download the bird model results files underlying the
p I ro the NOAH NCCOS Integrative Statistical Modeling and Predictive Manoeng of Marine Bird Distributions and Abundance on
r Continental She project webpage.
Bird t cking 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 aep rmit to avoid violating the BGEPA should such impacts
occur.
https://ecus.fws.govfpacAocation/JE5KRUSWDRGAVJNDY7LPAHDLRY/resources 9/11

1/18/2018 IPaC: Explore Location
Marine mammals
Marine mammals are protected under the Marine Mammal Protection Act. Some are also protected under the Endangered
Species Act! and the Convention on International Trade in Endangered Species of Wild Fauna and Flora?.
The responsibilities for the protection, conservation, and management of marine mammals are shared by the U.S. Fish and
Wildlife Service [responsible for otters, walruses, polar bears, manatees, and dugongs] and the National Marine Fisheries
Service (NMFS) [responsible for seals, sea lions, whales, dolphins, and porpoises]. Marine mammals under the responsibility
of NMFS are not shown on this list; for additional information on those species please visit the NMFS marine mammal
website.
The Marine Mammal Protection Act prohibits the take (to harass, hunt, capture, kill, or attempt to harass, hunt, capture or
kill) of marine mammals and further coordination may be necessary for project evaluation. Please contact the U.S. Fish and
Wildlife Service Field Office shown.
1. The Endangered Species Act (ESA) of 1973.
2. The Convention on International Trade in Endangered Species of Wild Fauna and Flora (CITES) is a treaty en h
international trade in plants and animals does not threaten their survival in the wild.'
The following marine mammals under the responsibility of the U.S. Fish and Wildlife Service ar .otenhally ected by
activities in this location:
NAME
West Indian Manatee Trichechus manatus
https://ecos.fws.gvo /eep/cnecies/446
Facilities
National Wildlife R `u, lai+tds
Any activity proposes on` ed by the National Wildlife Refuge system must undergo a 'Compatibility
Determination' ucted tmhe Refuge. Please contact the individual Refuges to discuss any questions or concerns.
THERE A(2E10 REFUGE LANDS AT THIS LOCATION.
Fish hatcheries
THERE ARE NO FISH HATCHERIES AT THIS LOCATION.
Wetlands in the National Wetlands Inventory
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.
For more information please contact the Regulatory Program of the local U.S. Army Corps of Engineers District.
This location overlaps the following wetlands:
FRESHWATER FORESTED/SHRUB WETLAND
PF03/4Bd
https://ecos.fws.govriipacllocation/JE5KRUSWDRGAVJNDY7LPAHDLRY/resources 10/11

1/18/2018
IPaC: Explore Location
A full description for each wetland code can be found at the National Wetlands Inventory website:
httos://ecos.fws,gov%ac/wetla nds/decoder
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 seely the advice of appropriate federal,
state, or local agencies concerning specified agency regulatory programs and proprietary jurisdictions that may affect such activities.
hftps://ecos.fws.gov/ipac/location/JE5KRUSW DRGAVJNDY7LPAHDLRY/resources 11/11

CIN OF HAVELOCK, NORTH CAROLINA
McCOTTER CANAL
UTILITY ACCESS STABILIZATION
HAZEN CONTRACT NO. 30906-004
PROJECT FILE NO.: FY2017-140
FEBRUARY 2018
FONTATA BLVD / HWY 101
3 rl
i II
McCOTTER CANAL
Z AND ACCESS ROAD
I 1
K II
$ I
f II
i
ii
LOCATION MAP
SCALE: 1" = 2000'
Hazen Golden LEAF
FOUNDATION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381 PRELIMINARY DESIGN - DO NOT USE FOR CONSTRUCTION

ISSUED FOR
SHEET INDEX
SHEET NUMBER SHEET TITLE
GENERAL
G-01
COVER SHEET
G-02
GENERAL NOTES, LEGEND, AND SHEET INDEX
G-03
OVERALL PLAN
PLAN
LIMITS OF DISTURBANCE
C-01
AREA 1
C-02
AREA 2 -1 OF 2
C-03
AREA 2-2OF2
C-04
AREA 3
C-05
AREA 4
C-06
AREA 5 -1 OF 2
C-07
AREA 5-2OF2
EROSION &
SEDIMENT CONTROL
ESC -01
AREA 1
ESC -02
AREA 2 -1 OF 2
ESC -03
AREA 2 - 2 OF 2
ESC -04
AREA 3
ESC -05
AREA 4
ESC -06
AREA 5 -1 OF 2
ESC -07
AREA 5 - 2 OF 2
ESC -08
DETAILS AND NOTES
ESC -09
DETAILS
STANDARD
DETAILS
D-01
DETAILS
D-02
DETAILS
PROJECT M. JONES
ENGINEER:
DESIGNED BY: J. MCSWAIN / W. PRICE
PRELIMINARY DRAWING
DRAWN BY: S. KANE DO NOT USE FOR
CHECKED BY: T. SCHUELER CONSTRUCTION
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING 0"
IS NOT TO FULL SCALE
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
SURVEY NOTES:
1. PIPE INVERTS SHOWN HEREON ARE APPROXIMATE AND SHOULD BE VERIFIED
PRIOR TO CONSTRUCTION OR DESIGN TIE IN.
2. EXISTING GROUND SURVEY WAS CONDUCTED BY COOPER AND ASSOCIATES
SURVEYORS, P.A. AND COMPLETED IN AUGUST 2017.
800 PINNER WEALD WAY, SUITE 201, CARY, NC 27513 [phone]
3. HORIZONTAL (NAD -83) AND VERTICAL (NAVD'88) DATUM ESTABLISHED.
COORDINATE VALUES, IF SHOWN HEREON, ARE BASED ON NORTH CAROLINA STATE
GRID.
4. UTILITIES WERE DESIGNATED FROM GROUND SURVEY. UTILITY INFORMATION ON
THIS DRAWING WILL NEED TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
5. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY; ALL EASEMENTS MAY
NOT BE SHOWN ON THIS SURVEY.
GENERAL NOTES:
1. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF
ANY CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL VERIFY EXISTING
ELEVATIONS AND DIMENSIONS WHERE NEW WORK WILL MATCH EXISTING.
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR
RESOLUTION PRIOR TO COMMENCEMENT OF WORK.
2. THE CONTRACTOR, AT HIS / HER EXPENSE, SHALL LAWFULLY DISPOSE OF DEBRIS
AND WASTE GENERATED DURING THE PROJECT AT A PROPERLY PERMITTED
DISPOSAL FACILITY.
3. THE CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS FOR THE
TEMPORARY SUPPORT AND / OR RELOCATION OF UTILITY POLES AND GUY WIRES
THAT CONFLICT WITH CONSTRUCTION.
4. THE CONTRACTOR SHALL LOCATE AND PROTECT BURIED UTILITIES WITHIN THE
PROJECT SITE. WATER LINES AND FIBER OPTIC CABLES LOCATED ALONG THE
ACCESS ROAD AND HAVE NOT BEEN PREVIOUSLY LOCATED.
4. THE CONTRACTOR SHALL PROTECT ALL EXISTING FEATURES FROM DAMAGE,
UNLESS SPECIFICALLY IDENTIFIED FOR DEMOLITION OR REMOVAL THE
CONTRACTOR, AT HIS / HER EXPENSE, SHALL REPAIR OR REPLACE FEATURES
DAMAGED BY THE CONTRACTOR.
S. THE CONTRACTOR SHALL NOT BLOCK ACCESS TO THE WATER SUPPLY WELLS AND
EQUIPMENT (GENERATORS, UTILITY POLES, ETC).
6. PROPOSED STORMWATER DRAINAGE ELEVATIONS SHALL BE CONSIDERED
APPROXIMATE. CONSTRUCTION SHALL MEET MINIMUM DIMENSIONS AND
STANDARDS PROVIDED ON DETAIL DRAWINGS.
7. THE LIMITS OF PROPOSED ROADSIDE SWALES SHOWN ON THE CONTRACT
DRAWINGS SHALL BE CONSIDERED APPROXIMATE. SWALE GRADING MAY REQUIRE
EXCAVATION / REGRADING OF EARTHEN BERMS LOCATED EAST OF THE ACCESS
ROAD. THE EXISTING BERMS RANGE BETWEEN APPROXIMATELY 2.0'- 4.0' HIGH
AND 4.0'- 20.0' WIDE. THE BERMS GENERALLY BEGIN WITHIN 4.0' OF THE
EXISTING GRAVEL ROAD.
8. THE ACCESS ROAD SHALL BE REGRADED AND RESURFACED WITHIN THE LIMITS OF
DISTURBANCE, AS SHOWN ON THE CONTRACT DRAWINGS. DAMAGE CAUSED BY
THE CONTRACTOR TO THE ACCESS ROAD OUTSIDE OF THE LIMITS OF
DISTURBANCE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
9. NO TREES SHALL BE REMOVED UNLESS OTHERWISE DIRECTED IN THE FIELD BY
THE ENGINEER OR CITY.
CITY OF HAVELOCK, NORTH CAROLINA
MCCOTTER CANAL
ACCESS ROAD STABILIZATION
EXISTING LEGEND
p - EXISTING IRON PIPE (EIP)
®- MONUMENT
- WATER VALVE
{H -WATER METER
' X_ FIRE HYDRANT
&---- - GUY WIRE
UTILITY POLE
LIGHT POLE
M - MAILBOX
ROAD SIGN
...,, - TREE
SHRUB
®- RIP RAP
Z -TELEPHONE PEDESTAL
D - CABLE PEDESTAL
HH - HANDHOLE
TSB - TRAFFIC SIGNAL BOX
-FIBER-OPTIC MARKER
- UNDERGROUND GAS MARKER
GAS METER
a - GAS VALVE
- GAS TEST STATION
ELECTRIC BOX
R/W - RIGHT-OF-WAY
PROPOSED LEGEND
1 00Y
PROP 100 -YEAR FLOODPLAIN
250
PROP CONTOUR MAJOR
PROP CONTOUR MINOR
— LID— LID— LID—
LIMITS OF DISTURBANCE
®
ACCESS ROAD CENTERLINE
CANAL CENTERLINE
DOUBLE LAYER SOIL LIFT
•
COIR MAT
SCE
STABILIZED CONSTRUCTION
—TPA—
ENTRANCE
0+00
STATION
EROSION AND SEDIMENT CONTROL LEGEND
® FB
FILTER BAG
ROp
ROCK OUTLET PROTECTION
Q
SAND BAG DIVERSION
®
LAYDOWN AREA
—SF—
SILT FENCE
—TPA—
TEMPORARY PUMP AROUND
1 Y !
PUMP
�J
— — —
GRAVITY DIVERSION PIPE
DATE: FEBRUARY 2018
HAZEN NO.: 30906
CIVIL
GENERAL NOTES, LEGEND, CONTRACT NO.: 004
AND SHEET INDEX DRAWING
NUMBER:
G-02

mnp
Orn J (> � .,. MX,+,• � ��
'
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`�«
i + AREA 3
7. Al
PLAN
SCALE: 1" = 400'
--M.
PROJECT
ENGINEER. )ONES
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
Hazen
_
HAZEN AND SAWYER
WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF HAVELOCK NORTH CAROLINA
CIVIL
OVERALL PLAN
DATE: FEBRUARY 2018
-
DESIGNED BY: J. MCSWAIN / W. PRICE
HAZEN NO : 30906
DRAWN BY: S. KANE
McCOTTER CANAL
ACCESS ROAD STABILIZATION
CONTRACT NO.: 004
CHECKED BY: T. SCHUELER
DRAWING
NUMBER:
G-03
IF THIS BAR DOES NOT4011
MEASURE 1" THEN DRAWING o 1/2^ 1"
IS NOT TO FULL SCALE
REV ISSUED FOR DATE BY
..l 71,A
PLAN
SCALE: 1" = 400'
--M.
PROJECT
ENGINEER. )ONES
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
Hazen
_
HAZEN AND SAWYER
WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO. : C-0381
CITY OF HAVELOCK NORTH CAROLINA
CIVIL
OVERALL PLAN
DATE: FEBRUARY 2018
-
DESIGNED BY: J. MCSWAIN / W. PRICE
HAZEN NO : 30906
DRAWN BY: S. KANE
McCOTTER CANAL
ACCESS ROAD STABILIZATION
CONTRACT NO.: 004
CHECKED BY: T. SCHUELER
DRAWING
NUMBER:
G-03
IF THIS BAR DOES NOT4011
MEASURE 1" THEN DRAWING o 1/2^ 1"
IS NOT TO FULL SCALE
REV ISSUED FOR DATE BY

WATER SUPPLY WELL
PLAN VIEW
1"= 10'
NOTES:
1. CHANNEL CENTERLINE AND EDGE OR ROAD ARE USED AS
REFERENCE POINTS FOR CONSTRUCTION OF THE DOUBLE
LAYER SOIL LIFT BANK STABILIZATION. SEE DETAIL DWG D-01.
PROJECT M. JONES
ENGINEER:
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
Hazen
—
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0361
CITY OF HAVELOCK NORTH CAROLINA
FENCE,TYp
DATE: FEBRUARY 2018
DESIGNED BY: ]. MCSWAIN / W. PRICE
HAZEN NO.: 3O9OG
`
OVERHEAD ELECTRIC,
TYP
McCOTTER CANAL
ACCESS ROAD STABILIZATION
CHECKED BY: T. SCHUELER
DRAWING
NUMBER:
C-01
-
r
REV ISSUED FOR DATE BY
24
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24
23
^OOl �Oal —OOl �aW �apl �a(J1 Baal-�OOl �Elal —00'1
13
Baal X00, —QOIaal
W
za _.
--- --__
....- ..
STA: 0+1990
��
STA:0+81.32 -
rELEV: 1+00
STA: 1 \1+63
0+00
ELEV: 17.41
-
17.19--
17.32
ELEV: 17.32 L
CL CANAL
_.... .. END: STA 1+60
a...
RESURFACE GRAVEL RD,
-
DOUBLE LAYE R
B
SLOPE TO NEAREST
S
BEGIN: STA 0+19
-
-
Fr n
ROADSIDE SWALE,
DOUBLE LAYER
SEE STORMWATER
SOIL LIFT, TYP
-
-. _
PROFILE, DWG D-0-
STA: 1+60.40
_
SiA: '
ELEV: 24.61
w
STA: 0+19.02
ELEV: 24.74
WW
ELEV: 24.67
ACCESS ROAD
DRAIN BASIN, TYP
REMOVE PIPE
f
SEE DWGS D-01 & D-02
15"0 HDPE, SEE-
-
DWGS D-01 & 0-02
1m
J
15"p HDPE, SEE
EOG, TYP
DWGS D-01 & D-02
., - -
p
R
E
FLOW
r—
o
Laos
�� Laa� LOa�
LOa
�m� 1
GENERATOR
I
1
(NOT FOR
8
1
ROADSIDE SWALE,
CONSTRUCTION
USE)
i
D-01& D-0TYP
SEE DWGS -01 & D -0 2
u.
1
SLOPE RESURFACE GRAVEL SLOE
p
I
PARKING AREA,
UTIL POLE, TYP
fS
1
SLOPE TO NEAREST
ROADSIDE SWALE, /
SEE STORMWATER
GUY WIRE,TYP
g
a
J/
PROFILE, DWG D-Ol
I
1
8
1
S
WATER SUPPLY WELL
PLAN VIEW
1"= 10'
NOTES:
1. CHANNEL CENTERLINE AND EDGE OR ROAD ARE USED AS
REFERENCE POINTS FOR CONSTRUCTION OF THE DOUBLE
LAYER SOIL LIFT BANK STABILIZATION. SEE DETAIL DWG D-01.
PROJECT M. JONES
ENGINEER:
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
Hazen
—
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0361
CITY OF HAVELOCK NORTH CAROLINA
PLAN
CIVIL
AREA 1
DATE: FEBRUARY 2018
DESIGNED BY: ]. MCSWAIN / W. PRICE
HAZEN NO.: 3O9OG
DRAWN BY: S. KANE
CONTRACT No.: 004
McCOTTER CANAL
ACCESS ROAD STABILIZATION
CHECKED BY: T. SCHUELER
DRAWING
NUMBER:
C-01
IF THIS
MEASURE a THEN DRAWING DIMES NOT 1/z^ i^
IS NOT TO FULL SCALE
REV ISSUED FOR DATE BY

FENCE, TYP
OVERHEAD ELECTRIC, TYP
UTIL POLE, TYP
GUY WIRE, TYP
ISSUED FOR
_.... _.. .._.. - 25--. ._....
PROJECT
ENGINEER: M. JONES
DESIGNED BY: J. MCSWAIN / W. PRICE
DRAWN BY: S. KANE
CHECKED BY: T. SCHUELER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING 0"
IS NOT TO FULL SCALE
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
STA: 1+12.71 ACCESS ROAD
ELEV: 25.00 /
yl ROADSIDE SWALE, TYP - 150 HDPE, SEE y/
SEE DWGS D-01 & D-02 DWGS D-01 & D-02 I
FLOW FLOW _..
0
i
0
DRAIN BASIN, TYP
SEE DWGS D-01 & D-02
LOOS LOOS L.- LOO- LOD- LOOS LODE LOO- LW- LOOS LOD-1
I
I
RESURFACE GRVEL $
PARKING AREA,AI
SLOPE TO NEAREST
ROADSIDE SWALE, JF
SEE STORMWATER
PROFILE, DWG D-01
PLAN VIEW
1"= 10'
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
CITY OF HAVELOCK, NORTH CAROLINA
MCCOTTER CANAL
ACCESS ROAD STABILIZATION
SLOPE
• LOY�.OY kiB OY kGY 1 KIY MB kG� Lpp
WATER SUPPLY WELL
NOTES:
1. CHANNEL CENTERLINE AND EDGE OR ROAD ARE USED AS
REFERENCE POINTS FOR CONSTRUCTION OF THE DOUBLE
LAYER SOIL LIFT BANK STABILIZATION. SEE DETAIL DWG D-01.
PLAN
CIVIL
AREA 2-1OF2
DATE: FEBRUARY 2018
HAZEN NO.: 30906
CONTRACT NO.: 004
DRAWING
NUMBER:
C-02
r WATER VALVE
I iz
5`i
SLOPE
• LOY�.OY kiB OY kGY 1 KIY MB kG� Lpp
WATER SUPPLY WELL
NOTES:
1. CHANNEL CENTERLINE AND EDGE OR ROAD ARE USED AS
REFERENCE POINTS FOR CONSTRUCTION OF THE DOUBLE
LAYER SOIL LIFT BANK STABILIZATION. SEE DETAIL DWG D-01.
PLAN
CIVIL
AREA 2-1OF2
DATE: FEBRUARY 2018
HAZEN NO.: 30906
CONTRACT NO.: 004
DRAWING
NUMBER:
C-02

k
OVERHEAD ELECTRIC, TYP
_-� FENCE, TVP
25
25 25
t t ,
r
24
—am —Gm—c�—ao. —am —ooi —aoi —m -L —mi—ma.—aA� —ae� —am -mom yam -yam Aar—am —ao� —am —Aar —eoi —eoi --ew —ooi —mi --aos �'.aoi ' —m1 ��—abl—om —am —m3 —aoz �Oo,?.r—mi —am —aoi —am —Om —mi —mi —am maw —0o7
20- STA: 3+12.12 :� _.- _ _ _ - _ -_..- STA: 5+12.15
o ELEV: 17.21 - _ Le ELEV: 17.37 1 F`��
w� 3+00 4+00 -- _. 5+00 5+43
-3e
- - END: STA 5+12
7-�:
f
/Z � /Z /.;.
r
- STA: 3+12.91 -
ELEV: 24.96
WATER VALVE
sLOE
1�
kfi� LOG- - L iY lGG I
WATER SUPPLY WELL
ISSUED FOR
ZZ
DOUBLE LAYER SOIL LIFT, TYP
:. ...
_ I
STA: 5+11. 2S
�9REMOVE PIPE J ACCESS ROAD 10 - - ELEV: 24.83 -- I - -
ROADSIDE SWALE, TYP a - 15"0 HDPE, SEE ^' 8
SEE DWGS D-01 & D-02 DWGS D-Ol & D-02
RESURFACE GRAVEL RD,
SLOPE TO NEAREST
r ROADSIDE SWALE,
FLOW FLOW SEE STORMWATER
PROFILE, DWG D-01
E
DRAIN BASIN, TYP I
SEE DWGS D-01 & D-02
8- Lm� LOO- Lm- lOD- LOO- LOD- LOOS LOD- LOD- Lm- LOO- Lm- Lm- Lm� LOD- LOO- lm- Lm- Lm- Lm- Lm� LOO- LOD- LOO- Lm� LOD- LODE LOO- LOO- Lm� LOO- LOO- E
LML POLE, TYP
GUY WIRE, TYP
E
LOO- LODE LOOJ
-RESURFACE GRAVEL
PARKING AREA,
SLOPE TO NEAREST
ROADSIDE SWALE,
SEE STORMWATER
PROFILE, DWG D-01
PROIECT M. JONES
ENGINEER:
DESIGNED BY: J. MCSWAIN / W. PRICE
DRAWN BY: S. KANE
CHECKED BY: T. SCHUELER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING 0"
IS NOT TO FULL SCALE
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
PLAN VIEW
I"= 10'
Hca z_ en
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
CITY OF HAVELOCK, NORTH CAROLINA
McCOTTER CANAL
ACCESS ROAD STABILIZATION
NOTES:
1. CHANNEL CENTERLINE AND EDGE OR ROAD ARE USED AS
REFERENCE POINTS FOR CONSTRUCTION OF THE DOUBLE
LAYER SOIL LIFT BANK STABILIZATION. SEE DETAIL DWG D-01.
PLAN
CIVIL
AREA 2-2OF2
DATE: FEBRUARY 2018
HAZEN NO.: 30906
CONTRACT NO.: 004
DRAWING
NUMBER:
C-03

FENCE, TYP
15
2+76
S
' END: STA 2+42
DOUBLE LAYER
- SOIL LIFT, TYP
PROJECT M. )ONES
ENGINEER.
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
Hazen
4
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
CITY OF HAVELOCK NORTH CAROLINA
2
3
DATE: FEBRUARY 2018
DESIGNED BY: J. MCSWAIN / W. PRICE
HAZEN NO.: 30906
ELEV 223.92
DRAWN BY: S. KANE
CONTRACT NO.: 004
McCOTTER CANAL
ACCESS ROAD STABILIZATION
CHECKED BY: T. SCHUELER
DRAWING
NUMBER: C—�4
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING 0 1/2" 1'
NOT TO FULL SCALE
JBYIS
STA 1+20.04
m
ELE1l: 22.60
°
Nl .m-
°a
STA: 0+00.22
�, ACCESS ROAD
REMOVE PIPE
ROADSIDE SWALE, TYP
RESURFACE GRAVEL RD,
ELEV: 24.03
o
DRAIN BASIN, TVP 15"0 HDPE, SEE y
_
SEE DWGS 01 B D-02 --=-�5
---- - "
SLOPE TO ROADSIDE
SEE DWGS D-Ol & D-02 DWGS D-Ol & D-02 -
-....- .. _..
-. - _ __. ____... ----
SWALE, SEE STORMWATER
PROFILE, DWG D-01
FLOW_
I_
... -.
jI
8
2222ffff
LOOS LODE LODE LOp� LODE e
LCOS IIID LWT L°0� IADP Lpp� LOp� lDD L°D� LpO� LOOS
LODE IIID IIID LCO- LODE
L00�• LOD�� LOD-� LOp� LOp� LOp� LOp� LOp� LOp� LOD Lpp� L00 � LODE LOp� LODE
LOp�
L00� LODE LODE LDD LODE LOOS L pD L LpO�
LpO� lm� LOO'S LOp•� LODE LODE•
PLAN VIEW
1' = 10'
NOTES:
1. CHANNEL CENTERLINE AND EDGE OR ROAD ARE USED AS
REFERENCE POINTS FOR CONSTRUCTION OF THE DOUBLE
LAYER SOIL LIFT BANK STABILIZATION. SEE DETAIL DWG D-01.
PROJECT M. )ONES
ENGINEER.
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
Hazen
4
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
CITY OF HAVELOCK NORTH CAROLINA
2
PLA N
PLAN
CIVIL
AREA 3
DATE: FEBRUARY 2018
DESIGNED BY: J. MCSWAIN / W. PRICE
HAZEN NO.: 30906
DRAWN BY: S. KANE
CONTRACT NO.: 004
McCOTTER CANAL
ACCESS ROAD STABILIZATION
CHECKED BY: T. SCHUELER
DRAWING
NUMBER: C—�4
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING 0 1/2" 1'
NOT TO FULL SCALE
JBYIS
REV ISSUED FOR DATE

t
}
t i
l
FENCE, TYP
25
�m'f �rppl 24
•�oOl wool �DOI
-
z0.... -
.._
��oOl —ml —001 � l �oDl
—0p1 �OOI mol
wool ��ppl �ODt wool �oOl �pOl �OOI �oOl �ppl �OOl —0Dl ---Opl X001 X001 X001 �OOI �ODT ODl-007
2 5
_..
._
_ . ..
- 20
- _
�OOI. —ool
�Opl �p0, —oDl �OOI —001 "�p01
—Ool �OOI +�oDl �oDl �OOl ��001 +—o01 —�
STA: 016.39 - _
-.
STA: 1+50.25 _._. -. _. ._ .-
_
ELEV: 16.39
-
1+00
ELEV: 16.95
_ -
20
0+00
2+00
STA. 2+72.56
-
_ _
_
_.
F��
ELEV: 15.93
._:.
-,..
NAL
END: STA 2+73
BEGIN: STA 0+19
-f-
-
DOUBLE LAYER
DOUBLE LAYER SOIL LIFT, TYP
2D __ ---
r-
_
OIL FT TYP
zo
.-J.
- RESURFACE GRAVEL RD,
-:.
SLOPE TO ROADSIDE ELEV: 22.93
ADSIDE
- _. _....-.. _. _.
-_.. _ -
__..
__ _- ._._...>_..
.. �._ _
-__._..._..-.��:.•-._. -..
SWALE, SEE ATER
PROFILE, DWG D-01ORM
o
a„r� _ - /!'
STA: 1+50.43
ELEV: 20.27
ACCESS ROAD
STA: 2+72.41
\m
DRAIN BASIN TYP
15"0 HDPE, SEE ROADSIDE SWALE, TYP
o
ELEV: 20.73
SEE DWGS D -01&D-02
DWGS D-01 & D-02 SEE DWGS D-01 & D-02
y.
-. -_...
FLOW _
I$
_FLOW
CI
LODE L00— LOD—
L00� LOD— LOOS LODE LOOS Loo— L00� LODE 100 LOOS LODE LODE LODE LOOS LOOS LOOS
LOD— LODE L00� LODE Loo— LOD— LODE 100 LODE l.Op� LOOS LOOS
CONTROL POINT
LOOS L00� L00— LOOS LOO— LOOS LOOS LOD— Lop—
LODE L00� LOOS LOOS LOOS LOp�
3IO
LOOS Lop— LOD— L00� LODE LOOS LOOS O
N.C. GRID (NAD 83 / 2011)
-'
Y: 414,549.29-
14,549.29'X:
X :
2,633,881.68'
EL: 24.46'
PLAN VIEW
1• = 10'
NOTES:
1. ADDITIONAL ACCESS ROAD REPAIR SOUTH OF AREA
4 NOT SHOWN. REPAIRS SHALL BE DIRECTED IN THE
FIELD BY THE ENGINEER. LENGTH OF REPAIR IS
APPROXIMATELY 160'.
2. CHANNEL CENTERLINE AND EDGE OR ROAD ARE
USED AS REFERENCE POINTS FOR CONSTRUCTION OF
THE DOUBLE LAYER SOIL LIFT BANK STABILIZATION.
SEE DETAIL DWG D-01.
Iiiji6iiia— -z
PROIER
ENGINEER: M. JONES
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
licLff.X;n
HAZEN AND SAWYER
WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
CITY OF HAVELOCK, NORTH CAROLINA
PLAN
CIVIL
AREA 4
DATE: FEBRUARY 2018
DESIGNED BY: I. MCSWAIN / W. PRICE
HAZEN NO.: 30906
DRAWN BY: S. KANE
CONTRACT NO.: 004
McCOTTER CANAL
ACCESS ROAD STABILIZATION
CHECKED BY: T. SCHUELER
DRAWING
NUMBER:
C-05
I F THIS :)ES NOT4011
MEAS RE 1R THEN DRAWING DI a 1/2. 1•
NOT TO FULL SCALE
tEV ISSUED FOR DATEMYIS

ISSUED FOR
BEGIN: STA 0+00
DOUBLE LAYER SOIL
RESURFACE GRAVEL
SLOPE TO ROADSIDE
SWALE, SEE STORM%
PROFILE, DWG D-01
FENCE, TVP
_ 1
r L00� L00�. LOOS LOgT,L—lD�IAO l�� L�P�..LEE,�.t4p�Lgga"{yp�lap�160��tW 2=-L00� LODE LODE LODE LOD�l00 L00� L00 LODE LODE LOD L00� LOOS lDD� LODE LOO LOO— Lw— LOp-
I —
20-
STA: 1+80.99 -
0+00STA: 0+06.30 1+00 FLOW -. ELEV: 15.78
_ ELEV: 16.03 _ _ - - o
PROJECT
ENGINEER: M. JONES
DESIGNED BY: J. MCSWAIN / W. PRICE
DRAWN BY: S. KANE
CHECKED BY: T. SCHUELER
IF THIS BAR DOES NOT
MEASURE I- THEN DRAWING D .
IS NOT TO FULL SCALE
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
mom —om —0 —001 —001 X001 —� �OD"1 �OOI —001 —001 —001 —Ool —001 —001 --I wool —001 —001 —001 —Ool }�a0� —am —aOl —aol —a0�
PLAN VIEW
1' = 10,
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
CITY OF HAVELOCK, NORTH CAROLINA
McCOTTER CANAL
ACCESS ROAD STABILIZATION
NOTES:
1. CHANNEL CENTERLINE AND EDGE OR ROAD ARE USED AS
REFERENCE POINTS FOR CONSTRUCTION OF THE DOUBLE
LAYER SOIL LIFT BANK STABILIZATION. SEE DETAIL DWG 0-01.
PLAN
CIVIL
AREA 5 - 1 OF 2
lim�—Z—?--n---
DATE: FEBRUARY 2018
HAZEN NO.:
30906
CONTRACT NO.:
004
DRAWING
NUMBER:
C-06

ISSUED FOR
PROJECT M. JONES
ENGINEER:
DESIGNED BY: J. MCSWAIN / W. PRICE
DRAWN BY: S. KANE
CHECKED BY: T. SCHUELER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING 0 1�"
IS NOT TO FULL SCALE
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
CITY OF HAVELOCK, NORTH CAROLINA
McCOTTER CANAL
ACCESS ROAD STABILIZATION
NOTES:
1. CHANNEL CENTERLINE AND EDGE OR ROAD ARE USED AS
REFERENCE POINTS FOR CONSTRUCTION OF THE DOUBLE
LAYER SOIL LIFT BANK STABILIZATION. SEE DETAIL DWG D-01.
PLAN
CIVIL
AREA 5-2OF2
l -Z——
DATE: FEBRUARY 2018
HAZEN NO.: 30906
CONTRACT NO.: 004
DRAWING
NUMBER:
C-07
... .. ._.... 2S-
24
_ ....
i j,� _..... __. 2e
'
STA: 3+
ELEV: 2163
3.00
...."
. 24
_.. 15"0 HDPE, SEE
?, DWGS D-01 & D_02'
.. o� _. REMOVE PIPE
y
FENCE, TYP
,...
23
r ROADSIDE SWALE, TYP
y
fib-
3
LOO-
. R, LOOS LVOs'� LOO+� LOOS. LOD- LOO-
LOOS loD� LOO - LO
- xo-
STA: 1+80.99"
ELEV: 15.78 2+00
Lo- L00� IOO
LQp�
LOO---.IOO� LODE-t00� LOUD LOD._LOD� 1ffi+a� lO0- lflB�' LVO -CDO� LODE LUOvr WG.�-,� LODE LODE tll�� LOUD tOD�. IOD LW- LOD- L°D� ..IDO� �, ...
�
. _ _ .. 20
: - - .. - ... � � .. SA3+63.4 " -_..
20
-STA-3163.
CL CANAL 3+00 - - -0 3+84 Fes►
SEE DWGS D-01 & D-02
SEE DWGD-Ol & D-02
s'y. _ ACCESS ROAD
END: STA 3+57 - -
/ x-}
_ _.
_ DOUBLE LAYER SOIL LIFT, TYP
20
ISSUED FOR
PROJECT M. JONES
ENGINEER:
DESIGNED BY: J. MCSWAIN / W. PRICE
DRAWN BY: S. KANE
CHECKED BY: T. SCHUELER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING 0 1�"
IS NOT TO FULL SCALE
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
CITY OF HAVELOCK, NORTH CAROLINA
McCOTTER CANAL
ACCESS ROAD STABILIZATION
NOTES:
1. CHANNEL CENTERLINE AND EDGE OR ROAD ARE USED AS
REFERENCE POINTS FOR CONSTRUCTION OF THE DOUBLE
LAYER SOIL LIFT BANK STABILIZATION. SEE DETAIL DWG D-01.
PLAN
CIVIL
AREA 5-2OF2
l -Z——
DATE: FEBRUARY 2018
HAZEN NO.: 30906
CONTRACT NO.: 004
DRAWING
NUMBER:
C-07
STA: 1+80.91 ,.
ELEV: 21.06
_ ....
i j,� _..... __. 2e
'
STA: 3+
ELEV: 2163
3.00
i
_.. 15"0 HDPE, SEE
?, DWGS D-01 & D_02'
.. o� _. REMOVE PIPE
y
w
,...
DRAIN BASIN, TYP
r ROADSIDE SWALE, TYP
y
SEE DWGS D-01 & D-02
SEE DWGD-Ol & D-02
s'y. _ ACCESS ROAD
I
RESURFACE GRAVEL RD,
I
FLOW
SLOPE TO ROADSIDE
�—
SWALE, SEE STORMWATER
a
_. .. _._ ... ... .__.. ._ .....—...
... ._...
PROFILE, DWG D-Ol
...
r
\
CONTROL POINT
W ,
N.C. GRID (NAD 83 / 2011)
I
Y: 415,'
{
X: 2,6333 , 851.851.00'
�
R
EL 24.33'
PLAN VIEW
B
1„ = 10'
�\
8,
g
\
fI
ISSUED FOR
PROJECT M. JONES
ENGINEER:
DESIGNED BY: J. MCSWAIN / W. PRICE
DRAWN BY: S. KANE
CHECKED BY: T. SCHUELER
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING 0 1�"
IS NOT TO FULL SCALE
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
CITY OF HAVELOCK, NORTH CAROLINA
McCOTTER CANAL
ACCESS ROAD STABILIZATION
NOTES:
1. CHANNEL CENTERLINE AND EDGE OR ROAD ARE USED AS
REFERENCE POINTS FOR CONSTRUCTION OF THE DOUBLE
LAYER SOIL LIFT BANK STABILIZATION. SEE DETAIL DWG D-01.
PLAN
CIVIL
AREA 5-2OF2
l -Z——
DATE: FEBRUARY 2018
HAZEN NO.: 30906
CONTRACT NO.: 004
DRAWING
NUMBER:
C-07

i
N
24
SAND BAG DIVERSION DIKE, TYP
SEE DIVERSION DETAIL DWG ESC -08 ! -.
3 — 8
-. -. col
_- -__ - - -..
zo - CLEARWATER DIVERSION fl -___ za __ -. _ ..
momo
ROP
0+00 _ CL CANAL
_-
//- Z /Z /Z
24 9
1
Ll
1
100-
1
E
1
10D—
EROSION AND SEDIMENT CONTROL LEGEND
® FB
FILTER BAG
ROP ROCK OUTLET PROTECTION
Q SAND BAG DIVERSION
®
LAYDOWN AREA
—SF— SILT FENCE
—TPA— TEMPORARY PUMP AROUND
l Y !
PUMP
— GRAVITY DIVERSION PIPE
PROJECT
ENGINEER: M. JONES
DESIGNED BY: J. MCSWAIN / W. PRICE
DRAWN BY: S. KANE
CHECKED BY: T. SCHUELER
IF THIS BAR DOES NOT 0'
MEASURE 1' THEN DRAWING
REV
ISSUED FOR
DATE BY IS NOT TO FULL SCALE
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
WATER SUPPLY WELL
PLAN VIEW
1" - 10'
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE SOO
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
CITY OF HAVELOCK, NORTH CAROLINA
McCOTTER CANAL
ACCESS ROAD STABILIZATION
FILTER BAG
SILT FENCE
DEWATERING PUMP,
SEE PUMP AROUND DETAIL DWG ESC -08
NOTES:
1. FOR EROSION & SEDIMENT CONTROL DETAILS, SEE DWG ESC -08
2. CLEAR WATER DIVERSION PIPES WITHIN MtCOTTER CANAL SHALL
BE 18 -INCH PIPES (OR LARGER).
EROSION & SEDIMENT CONTROL
CIVIL
AREA 1
DATE: FEBRUARY 2018
HAZEN NO.: 30906
CONTRACT NO.: 004
DRAWING
NUMBER:
ESC -01

-. ... _ 20
E 25
Ip
SAND BAG DIVERSION DIKE,
SEE DIVERSION DETAIL DWG ESC -08 _
-_.
- - - CLEARWATER DIVERSION X2 p
6 1+00 CL CANAL 2+00 I N 3+00
2
$ - -- - ACCESS ROAD -
8CHFLOW _FLOW
—~
8
gym— wo— gym— iao— Sao— gym— Loo— gym— im— Lm— gym— im— gym— Sao— gym— im— gym— gym— ,no— ioo— gym— wo— Loo— im— gym— I)
wo1
I
I
' CONTRACTOR LAYDOWN AREA, �
DO NOT BLOCK ACCESS TO
WELL, GENERATOR, ETC,
INSTALL PERIMETER SILT
I FENCING AROUND ERODIBLE
STOCKPILED MATERIALS
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WATER SUPPLY WELL
PLAN VIEW
1•=10'
NOTES:
1. FOR EROSION & SEDIMENT CONTROL DETAILS, SEE DWG ESC -08
2. CLEAR WATER DIVERSION PIPES WITHIN MCCOTTER CANAL SHALL
BE 18 -INCH PIPES (OR LARGER).
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® FB FILTER BAG R0P ROCK OUTLET PROTECTION
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LAYDOWN AREA
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PROJECT M. JONES
ENGINEER: DATE: FEBRUARY ZOSS
CITY OF HAVELOCK NORTH CAROLINA HAZEN NO.: 30906
DESIGNED BY: ]. MCSWAIN / W. PRICE Hazen
�DRAWN BY: S. KANE PRELIMINARY DRAWING EROSION & SEDIMENT CONTROL CONTRACT NO.: 004
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WATER SUPPLY WELL
PLAN VIEW
1•=10'
NOTES:
1. FOR EROSION & SEDIMENT CONTROL DETAILS, SEE DWG ESC -08
2. CLEAR WATER DIVERSION PIPES WITHIN MCCOTTER CANAL SHALL
BE 18 -INCH PIPES (OR LARGER).
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PROJECT M. JONES
ENGINEER: DATE: FEBRUARY ZOSS
CITY OF HAVELOCK NORTH CAROLINA HAZEN NO.: 30906
DESIGNED BY: ]. MCSWAIN / W. PRICE Hazen
�DRAWN BY: S. KANE PRELIMINARY DRAWING EROSION & SEDIMENT CONTROL CONTRACT NO.: 004
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PLAN VIEW
1"= 10'
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
CITY OF HAVELOCK, NORTH CAROLINA
N FILTER BAG
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NOTES:
1. FOR EROSION & SEDIMENT CONTROL DETAILS, SEE DWG ESC -08
2. CLEAR WATER DIVERSION PIPES WITHIN MCCOTTER CANAL SHALL
BE 18 -INCH PIPES (OR LARGER).
EROSION & SEDIMENT CONTROL
McCOTTER CANAL CIVIL
AREA2-20F2
ACCESS ROAD STABILIZATION
DATE: FEBRUARY 2018
HAZEN NO.: 30906
CONTRACT NO.: 004
DRAWING
NUMBER:
ESC -03

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HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
CITY OF HAVELOCK, NORTH CAROLINA
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2. CLEAR WATER DIVERSION PIPES WITHIN M[COTTER CANAL SHALL
BE 18 -INCH PIPES (OR LARGER).
EROSION & SEDIMENT CONTROL
CIVIL
McCOTTER CANAL AREA 3
ACCESS ROAD STABILIZATION
DATE: FEBRUARY 2018
HAZEN NO.:
30906
CONTRACT NO.:
004
DRAWING
NUMBER:
ESC -04

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Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE SOO
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
CITY OF HAVELOCK, NORTH CAROLINA
BAG
ENCE
SEE PUMP AROUND DETAIL DWG ESC -08
NOTES:
1. FOR EROSION B SEDIMENT CONTROL DETAILS, SEE DWG ESC -08
2. CLEAR WATER DIVERSION PIPES WITHIN MCCOTTER CANAL SHALL
BE 18 -INCH PIPES (OR LARGER).
EROSION & SEDIMENT CONTROL
McCOTTER CANAL CIVIL
AREA 4
ACCESS ROAD STABILIZATION
DATE: FEBRUARY 2018
HAZEN NO.: 30906
CONTRACT NO.: 004
DRAWING
NUMBER:
ESC -05

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PROJECT M. ]ONES
ENGINEER:
DESIGNED BY: J. MCSWAIN / W. PRICE
DRAWN BY: S. KANE
CHECKED BY: T. SCHUELER
IF THIS BAR DOES NOT
MEASURE 1' THEN DRAWING 0 1'
EV ISSUED FOR DATE BY IS NOT TO FULL SCALE
PRELIMINARY DRAWING
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Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
NOTES:
1. FOR EROSION 9 SEDIMENT CONTROL DETAILS, SEE DWG ESC -08
2. CLEAR WATER DIVERSION PIPES WITHIN MCCOTTER CANAL SHALL
BE 18 -INCH PIPES (OR LARGER).
CITY OF HAVELOCK, NORTH CAROLINA
EROSION & SEDIMENT CONTROL
CIVIL
McCOTTER CANAL AREA 5 - 1 OF 2
ACCESS ROAD STABILIZATION
DATE: FEBRUARY 2018
SAND BAG DIVERSION DIKE,
30906
CONTRACT NO.:
004
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ENGINEER:
DESIGNED BY: J. MCSWAIN / W. PRICE
DRAWN BY: S. KANE
CHECKED BY: T. SCHUELER
IF THIS BAR DOES NOT
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EV ISSUED FOR DATE BY IS NOT TO FULL SCALE
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PLAN VIEW
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Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
NOTES:
1. FOR EROSION 9 SEDIMENT CONTROL DETAILS, SEE DWG ESC -08
2. CLEAR WATER DIVERSION PIPES WITHIN MCCOTTER CANAL SHALL
BE 18 -INCH PIPES (OR LARGER).
CITY OF HAVELOCK, NORTH CAROLINA
EROSION & SEDIMENT CONTROL
CIVIL
McCOTTER CANAL AREA 5 - 1 OF 2
ACCESS ROAD STABILIZATION
DATE: FEBRUARY 2018
HAZEN NO.:
30906
CONTRACT NO.:
004
DRAWING
NUMBER:
ESC -06

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CHECKED BY: T. SCHUELER
IF THIS BAR DOES NOT
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ISSUED FOR DATE BY IS NOT TO FULL SCALE
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Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
CONTRACTOR LAYDOWN
INSTALL PERIMETER SILT
FENCING AROUND ERODI
STOCKPILED MATERIALS
CITY OF HAVELOCK, NORTH CAROLINA
NOTES:
1. FOR EROSION & SEDIMENT CONTROL DETAILS, SEE DWG ESC -08
2. CLEAR WATER DIVERSION PIPES WITHIN MCCOTTER CANAL SHALL
BE 18 -INCH PIPES (OR LARGER).
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EROSION & SEDIMENT CONTROL
CIVIL
McCOTTER CANAL AREA 5 - 2 OF 2
ACCESS ROAD STABILIZATION
DATE: FEBRUARY 2018
HAZEN NO.: 30906
CONTRACT NO.: 004
DRAWING
NUMBER:
ESC -07

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CONSTRUCTION SPECIFICATIONS
1. RACE STABILM CONSIRVCVOH ENTRANCE IN ACCORDANCE WITH THE APPROVED PLAN. W110.ES
COST TRAVEL OVER THE ENTRE METGTH OF THE SCE USE MINIMUM LENGTH M SO FEET (•3D FEET
FOR s•HGE RESIDENCE LOT} USE MNMAI WIDTH OF 10 FEET. FLARE SCE TO FEET MI IRUM AT THE
EMSIIRG ROAD TO PROVVE A TURNING RADIM
2 PPE ALL SURFACE WATER FLOWW TO ON DIVERTED TOWARD THE SITE UNDER THE ENTRANCE
WVNT,WNG POSITIVE DRANAGf. PROTECT RPE NSTNIID TROUGH THE SCE WIN A M AOE
BETON PITH Xt SLOPES AMD A MNMUM OF 12 INCHES OF STQE OVER THE RPE PROVIDE PPE AS
9'ECFUm ON APPROVED PLAN. WHEN THE SITE IS LDCATED AT A HIGH SN)T AND HAS NO DRAINAGE
TO CONVEY, A PIPE IS NOT NECESSARY. A MOUNTABLE TCN IS REQUIRED WiEN SCE B NOT
LOCATED AT A HCH SPOT.
1 PREPARE STB(RADC AIO PLACE NONWOVEN GEOIEXTLi. AS SPECIFIED N SECTION III WIEIiALS
A PLACE CRUISED AGGREGATE (2 TO 3 INCHES N SIZE) ON EGRVALENT RECYCLED CONCRETE (WITHOUT
REDM) AT LIAR B INCHES DEI OVER THE LENGTH AND MOTH OF THE WE.
S MAINTAIN EHTRANQ IN A CONDITION THAT MINIMIZES TRACING OF SEDIMEM. ADD STONE OR MAKE
OTHER REPAIRS AS CONDITONS DEMAND TO MAINTAIN CLEAR SURFACE, MOUNTABLE BERM, AND
SEEOFTm DIMENSIONS. IMMECATELY REMOVE STONE ANO/OR SEDIMENT SPILLED. CROPPED, IR
TRACKED ONTO AANCEHT ROADWAY BY VACULNING, SCRAPING AND/OR SWEEPING. WASHING
ROADWAY TO REMOVE MUD TNACMm CHI PAVEMENT IS NOT ACCEPTABLE UNLESS WASH WATER IS
g1ECTID TO AN APPROVED SEDIMENT 00147110. PRACTICE.
EROSION & SEDIMENTATION
EROSION & SEDIMENTATION 7.
CONTRACTOR SHALL PERFORM SITE
SEEDING NOTES:
CONTROL NOTES:
CONTROL CONSTRUCTION
INSPECTION AND MAINTENANCE ONCE
STANDARD SYMBOL
®FB
SEQUENCING:
24 HOER ANY STORM EVENT CALENDAR SEVEN WITHIN
URS AFT
SEED BED PREPARATION
1. THE CONTRACTOR SHALL PHASE
CONSTRUCTION TO MINIMIZE EXPOSED
GREATER THAN 1/2 INCH OF RAIN PER 24
1. CONTRACTOR SHALL PREPARE ALL AREAS TO RECEIVE TEMPORARY OR PERMANENT SEEDING MEASURES PRIOR TO PLANTING.
SOIL AREAS THROUGHOUT THE PROJECT.
1. NO CONSTRUCTION OR LAND DISTURBANCE
ACTIVITIES SHALL BEGIN UNTIL
HOUR PERIOD.
2. TOPSOIL SHALL BE PLACED IN AREAS TO BE SEEDED AND ROUGHENED WITH TRACKED EQUIPMENT OR OTHER SUITABLE
2. ALL ONSITE ACTIVITIES SHALL BE
TEMPORARY SEDIMENT AND EROSION S.
ONCE PERMANENT STABILIZATION HAS
MEASURES. SLOPES STEEPER THAN 3:1 MAY BE ROUGHENED BY GROOVING, FURROWING, TRACKING, OR STAIRSTEP GRADING.
MANAGED TO ENSURE NO ADVERSE
CONTROL MEASURES HAVE BEEN
OCCURRED, TEMPORARY SEDIMENT
SLOPES FLATTER THAN 3:1 SHOULD BE GROOVED BY DISKING, HARROWING, RAKING, OPERATING PLANTING EQUIPMENT ON
IMPACTS TO WATER QUALITY OCCUR
Q
INSTALLED. CONTRACTOR SHALL INSTALL
CONTROL MEASURES MAY BE REMOVED
THE CONTOUR.
DURING AND AFTER CONSTRUCTION.
SILT FENCE AS SHOWN ON THE DRAWING
UPON APPROVAL FROM THE CITY. ANY
FUMP DISCHARGE HOST: 12 IN MN.
FOR TEMPORARY PERIMETER EROSION
AREAS DISTURBED BY THE REMOVAL OF
3. SOIL AMENDMENTS INCLUDING, BUT NOT LIMITED TO, LIME AND FERTILIZER SHALL BE SPREAD AS NECESSARY, AND AT THE
3. THE CONTRACTOR SHALL FURNISH AND
CONTROL
EROSION CONTROL MEASURES SHALL BE
RATES SHOWN IN THE SEEDING SCHEDULE. SEEDING SHALL BE AS PER TYPE AND RATES SHOWN IN THE SEEDING SCHEDULE.
INSTALL ALL NECESSARY EROSION
�.VI
RETURNED TO THE ORIGINAL, OR BETTER,
SEED SHALL BE BROADCAST AS SOON AS POSSIBLE FOLLOWING ROUGHENING, BEFORE SURFACE HAS BEEN SEALED BY
CONTROL MEASURES WHETHER OR NOT
2. ONCE ALL SILT FENCE HAS BEEN INSTALLED
CONDITION, THEN SEEDED, MULCHED, AND
RAINFALL.
VI
PLAN EW DEWAIERNG DIME
ALL CONSTRUCTION ACTIVITIES MAY THEN
FERTILIZED.
SHOWN ON THE PLANS TO PROTECT
ADJACENT CREEKS, RIVERS, ROADWAYS,
BEGIN
t
MULCHING AND TACKING AGENTS
ETC FROM SILTATION AND EROSION.
3. TEMPORARY SEEDING MEASURES SHALL BE 9•
THE NORTH CAROLINA SEDIMENTATION
POLLUTION CONTROL ACT REQUIRES
1. MULCH MUST COVER A MINIMUM OF BO PERCENT OF THE SOIL SURFACE AND MUST BE SECURED BY TACKING, CRIMPING, OR
4. EACH EROSION AND SEDIMENTATION
EMPLOYED THROUGHOUT THE DURATION
PEOPLE RESPONSIBLE FOR LAND
NETTING.
CONTROL MEASURE SHALL BE INSPECTED
OF CONSTRUCTION ACTIVITIES ON ANY
DISTURBING ACTIVITIES TO INSPECT
CONSTRUCTION SPECIFICATIONS
ON A WEEKLY BASIS AND WITHIN 24
AREA WHICH WILL REMAIN UNDISTURBED
EROSION AND SEDIMENTATION CONTROL
2. WOOD CELLULOSE FIBER MULCH SHALL BE USED IN HYDROSEEDING GRASS SEED IN COMBINATION WITH FERTILIZERS AND
HOURS FOLLOWING A STORM EVENT
FOR MORE THAN 7 WORKING DAYS OR 14
MEASURES AFTER EACH PHASE OF THE
OTHER APPROVED ADDITIONS.
GREATER THAN ONE INCH. EACH MEASURE
CALENDAR DAYS, WHICHEVER IS SHORTER.
PROJECT UNTIL PERMANENT GROUND
STRAW BALES) LOCATED ON A LEVEL OR 54 MAXIMUM SLOPING SURFACE. DISCHARGE TO A
SHALL BE MAINTAINED AS REQUIRED TO
ALL SLOPES STEEPER THAN 3H: 1V SHALL BE
COVER IS ESTABLISHED. THE SELF
3. NO NETTING WITH PLASTIC MESH AND / OR PLASTIC TWINE SHALL BE USED IN WETLAND AND RIPARIAN BUFFERS TO PROTECT
ENSURE PROPER FUNCTIONING OF THE
PLANTED OR OTHERWISE PROVIDED WITH
INSPECTION PROGRAM IS SEPARATE FROM
SMALL ANIMALS.
MEASURE.
TEMPORARY OR PERMANENT GROUND
THE WEEKLY MONITORING PROGRAM OF
WITH THE MANUFACTURER RECOMMENDATIONS. AS THE BAG FRLS WITH SEDIMENT, REWCE PUMPING
RATE
2 FOR SANDBAGS USE MATERIALS THAT ARE RESISTANT ULTRA -VALENT RADIATION. TEARING, AND
COVER, DEVICES, OR STRUCTURES
THE NPDES STORMWATER PERMIT FOR
HYDROSEEDING
S. ALL PIPE WORK SHALL BE INSTALLED IN
SUFFICIENT TO RESTRAIN EROSION WITHINCONSTRUCTION
ACTIVITIES. THE FOCUS
AFTER BAG HAS REACHED CAPACITY. WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT
ACCORDANCE WITH STANDARD
7 CALENDAR DAYS. ALL OTHER SLOPES OF
OF THE SELF -INSPECTION REPORT IS TO
1. HYDROSEEDING SHALL BE CARRIED OUT IN THREE STEPS. STEP ONE SHALL CONSIST OF THE APPLICATION OF LIME. IN STEP
CONSTRUCTION TECHNIQUES. ONLY THE
3H: 1V OR FLATTER, EXCEPT THOSE
ENSURE THE INSTALLATION OF EROSION
TWO THE SEE D MIXTURE SHALL BE MIXED WITH THE FERTILIZER, WOOD CELLULOSE FIBER MULCH, AND AVIV REQUIRED
LENGTH OF TRENCH IN WHICH PIPE CAN BE
GREATER THAN 50 FT IN LENGTH, SHALL BE
AND SEDIMENTATION CONTROL MEASURES
INOCULANTS AND APPLIED TO THE SEED BED. STEP THREE SHALL CONSIST OF APPLICATION OF TOP DRESSING DURING THE
INSTALLED IN ONE DAY'S TIME SHALL BE
PROVIDED WITH TEMPORARY OR
ARE CONTINUALLY PERFORMING AS
FIRST SPRING OR FALL, WHICHEVER COMES FIRST, AFTER STEP TWO.
OPEN AT ANY TIME, WITH SPOIL MATERIAL
PERMANENT GROUND COVER, DEVICES, OR
INTENDED.
VALUES (MARV) FOR THE FOLLOWING
PLACED ON THE UPHILL SIDE OF THE
OTHER STRUCTURES SUFFICIENT TO
STONE OR EQUIVALENT RECYCLED CONCRETE, a INCHES IN DEPTH PRIOR TO PIPE PLACEMENT.
2. INGREDIENTS FOR THE MIXTURE AND STEPS SHOULD BE DUMPED INTO A TANK OF WATER AND THOROUGHLY MIXED TO A
TRENCH. PIPING SHALL BE CAPPED AT THE
RESTRAIN EROSION WITHIN 14 CALENDAR
4. SET HDP ON PIPE MINIMUM ABOANn
12 INCHES VE GPSURFACE ELEVATION. WATER SURFAEIEELEVATION.
HOMOGENEOUS SLURRY AND SPRAYED OUT UNDER A MINIMUM OF 300-350 POUNDS PRESSURE, IN SUITABLE PROPORTIONS
END OF EACH WORK DAY TO PREVENT
DAYS.
S BACKFILL RT AROUND THE PPE WITH �U N 1X NCM CLEAN STOLE DR
TO ACCOMMODATE THE TYPE AND CAPACITY OF THE HYDRAULIC MACHINE TO BE USED. APPLICATIONS SHALL BE EVENLY
SEDIMENT FROM ENTERING PIPE. TRENCH
B. ON AIER HONK AREA USING AN APPROVED EROSION AND SEDIMENT CONTROL PRACTICE AS SPECAIED
ON APPROVED PUN.
IlDVWATET SURFACE
CONCRETE VATION AND EXTEND STOLE A MINIMUM ON 8 INCHES ABOVE AN1X'IPA1m WATER SURFACE
ELEVATOR.
SPRAYED OVER THE GROUND SURFACE. THE CONTRACTOR SHALL FREE THE TOPSOIL OF STONES, ROOTS, RUBBISH AND
SHALL BE BACKFILLED AT THE END OF EACH
4. PERMANENT SEEDING SHALL BE
C DISCHARGE TO A STABLE AREA AT A NONEROSIVE RATE.
OTHER DELETERIOUS MATERIALS AND DISPOSE OF SAME OFF THE SITE. THE BARE SOIL, EXCEPT EXISTING STEEP
WORK DAY AND DISTURBED AREA SEEDED
IMMEDIATELY INSTALLED, FOR ALL AREAS
EMBANKMENT AREA, SHALL BE ROUGH RAKED TO REMOVE STONES, ROOTS, AND RUBBISH OVER 4 -INCH IN SIZE, AND OTHER
WITH TEMPORARY OR PERMANENT SEEDING
REACHING FINAL GRADE WHICH WILL NOT
7. A SUMP PIT REWIRES FREQUENT MAINTENANCE. IF SYSTEM CLOGS, REMOVE PERFORATED PIPE AND
REPLACE GEOTEXTLE AND STONE. KEEP PONT OF DISCHARGE FREE OF EROSION.
DELETERIOUS MATERIALS AND DISPOSE OF SAME OFF THE SITE.
MEASURES, AS APPROPRIATE.
BE DISTURBED AGAIN.
3. NO SEEDING SHOULD BE UNDERTAKEN IN WINDY OR UNFAVORABLE WEATHER, WHEN THE GROUND IS TOO WET TO RAKE
6. ALL EROSION CONTROL MEASURES SMALL
S. UPON COMPLETION OF FINAL GRADING,
EASILY, WHEN IT IS IN A FROZEN CONDITIONS, OR TOO DRY. ANY BARE SPOTS SHOWN IN TWO TO THREE WEEKS SHALL BE
REMAIN IN PLACE UNTIL CONSTRUCTION IS
PERMANENT STRUCTURAL OR VEGETATIVE
RE -CULTIVATED, FERTILIZED AT HALF THE RATE, RAKED, SEEDED, AND MULCHED AGAIN BY MECHANICAL OR HAND
COMPLETE, PERMANENT VEGETATION IS
STABILIZATION SHALL BE ESTABLISHED.
BROADCAST METHOD ACCEPTABLE TO THE OWNER.
ESTABLISHED ON ALL DISTURBED AREAS,
AND APPROVAL BY THE ENGINEER IS GIVEN.
6. ALL EROSION AND SEDIMENTATION
AREAS WHERE EROSION AND
CONTROL MEASURES SHALL BE
TEMPORARY SEEDING SCHEDULE:
SEDIMENTATION CONTROL MEASURES ARE
MAINTAINED THROUGHOUT THE DURATION
REMOVED SHALL BE REGRADED AND
OF CONSTRUCTION ACTIVITIES AND THE
SPECIES RATE (LB/AC) SEEDING DATES
SEEDED TO MATCH ORIGINAL SITE
SITE HAS BEEN PERMANENTLY STABILIZED
CONDITIONS.
WITH STRUCTURAL AND/OR PERMANENT
GERMAN MILLET 40 SUMMER: MAY 1ST -AUGUST 15TH
VEGETATIVE MEASURES.
RYE (GRAIN) 120 FALL: AUGUST 15TH -DECEMBER 30TH (SEE NOTE 1)
RYE (GRAIN) 120 WINTER: JANUARY 1ST -MAY 1ST
DETAIL C-8 CLEAR WATER DIVERSION PIPE
STURMRO SYMB(kSTAROARO
GWo 1
1
DETAIL C-7 TEMPORARY BARRIER DIVERSION
SYMBOL
EK]DETAIL
F-2 SUMP PIT
STANDARD SYMBOL
®sP
DETAIL F4 FILTER BAG
STANDARD SYMBOL
®FB
SIUBTON LIVE TO PLAIT,
--- - �-
------------------ -------
SET TOP ONPIPE
/ SiRM
RPE AS SHOWN ON PIAN
EXISTING
EXISTING
GRADE
MIN. OF 12 IN
AROVEA.CIPAIED
FLOW
SANDBAG DIKE
TEMPORARY BARRIER
HIGHWAIER LEVEL S IN MN.
FlLTER'BAG �w
'
OUTLET TREATMENT
-T SANDBAGS
-
r
ANLHW AS REOURED
WORN AREA
RW
I FT MAX. MINNUM ON GF
i CHANNEL DIVERSION
- 2 A31G OF EXISTING E
�_�
TSI `_- __-
_______ ____ ___
_____ �y
CHANNEL WIDTHFE
z H
WIT
ALAR
FUMP DISCHARGE HOST: 12 IN MN.
WORK AREA
I
INT I� F,,,�yARl
HARDWARE CLOTH. MEN
r
NCiYgVEN GEOIEXTLE
ULCH. LEAF/WOOD COMPOST.
PLAN VIEW WOODCHIPS, SAID, OR STRAW BALES
�.VI
STRAP
SANDBAG DIKE
SIDE SLOPE
SLOPE
FLON,
VI
PLAN EW DEWAIERNG DIME
; (VAPoES)
.PERMEABLE SHEETING
MFERMEABLE 9/EETNO
t
,
ELEVATION FILTER BAG
ANDBAG TO
ANCHOR SHEETING
BETWEEN SANDBAGS
SECTION AND CONCRETE BARNET
121N MIN. DIAMETER
PERFORATED CORRUGATED
METAL, HOPE. OR PYO RPE
PROVtt1E SAHOBAGS IMPERMEABLE
SHEETING
8 IN MIN.
FL p
AS NEEDED FORtEVEUNG PLAN
iE
CONSTRUCTION SPECIFICATIONS
f`CI.EAN TO tX R STpE
1. TIGHTLY SEAL SLEEVE AROUND TINE PURR+ gSONARIDE HOSE WTI A STRAP OR SIMILAR DEVCE
CONSTRUCTION SPECIFICATIONS
B INBAST of STONE
BELOW STANDPIPE
2. PLACE FILTER BAG ON SUITABLE BASE (E.G., MULCH, LEAF/WOOD CONPOST, WXXOCHIPS SAND, OR
PROFILE OF SANDBAG$ SECTION THROUGH SANDBAGS
1. FOR SANDBAGS USE MATERIALS THAT ARE RESISTANT TO ULTRA-VOLET RADIATION, TEARING, AND
CAP OR PLATE WN
STRAW BALES) LOCATED ON A LEVEL OR 54 MAXIMUM SLOPING SURFACE. DISCHARGE TO A
CONSTRUCTION SPECIFICATIONS
PUNCTURE AND WOVEN TIGHTLY ENOUGH TO PREVENT LEAKAGE OF FULL MATERIAL
MIN 3 •RPE WATERTIGHT CONNECTION
STMIUMD AREA EXTEND BASE A MINIMUM OF 12 INCHES FROM EDGES OF BAC
2 USE BARRIER MADE OF CONCRETE OR OTER APPROVED MATERIAL.
_
DIAMETER
3. CONTROL PUMPING RALE TO PREVENT EXCESSIVE PRESSURE WITHIN ME FILTER BAG IN ACCORDANCE
1. FLEXIBLE PIPE IS PREFERRED. HOWEVER. CORRUGATED METAL RPE OR EQUIVALENT PVC RPE CAN BE
USED. MAKE ALL JOINTS WATERTIGHT.
3. USE 10 MAL OR THICKER, UV RESISTANT, IMPERMEABLE SHEETING OR OTHER APPROVED MATERIAL
ELEVATION
WITH THE MANUFACTURER RECOMMENDATIONS. AS THE BAG FRLS WITH SEDIMENT, REWCE PUMPING
RATE
2 FOR SANDBAGS USE MATERIALS THAT ARE RESISTANT ULTRA -VALENT RADIATION. TEARING, AND
THAT IS IMPERMEABLE AND RESISTANT TO PUNCTURING AND TEARING.
4. REMOVE AND PROPERLY DISPOSE O FILTER BAG UPON COMPLETION OF PUMPING OPERATIONS ON
PUNCTURE AND WOVEN TIGHTLY ENOUGH TO PREVENT LUEEAKAGE OF FILL MATERIAL
4. ESTABLISH TOP ELEVATION AT 43/2 + 1 FOOT FOR PROJECTS OF QURATON LESS MAN 2 WEEKS OR
CONSTRUCTION SPECIFICATIONS
AFTER BAG HAS REACHED CAPACITY. WHICHEVER OCCURS FIRST. SPREAD THE DEWATERED SEDIMENT
3. USE 10 MW ON TACKER, UV RESISTANT, IMPERMEABLE SHEETING ON OTHER ARPROVFD MATERIAL
AS SPECIFIED ON APPROVED PLAN.
1. USE 12 INCH LARGER OAME
BOTTOM METAL, HOPE ON PVC RPE PITA 1 IN DIAMETER
FROM THE BAG IN AN APPROVED UPLAND AREA AND STABILIZE WITH SEED AND MULCH BY THE END
OF THE WORK DAY. RESTORE THE SURFACE AREA BENEATH ME BAG TO ORIGINAL CONDITION UPON
THAT IS IMPERMEABLE AND RESISTANT TO PUNNRINC AND IEAPoNG
S. INSTALL DIVERSION STRUCTURE FROM UPGRADE TO WWNfAADE.
NT R,
PERFONAMINS 6 INCHES ON CENTER. BOTTOM ON RPE COST BE CAPPED WITH WAl}R11ONT SEA.
.
REMOVAL OF THE DEVICE.
4. PLACE NPETWEABLE SHEETING SUCH THAT UPGRADE PCRTON OVERLAPS DOWNGRADE PORTON BY A
8, PUCE WPERAEABLE SHEETING SUCH THAT UPGRADE PORTON OVERLAPS DOWNGRADE FORTON BY A
2. WRAP RPE WITH X INCH GALVANIM HARDWARE CLOTH AND WRAP NONWOVEN GEOIE%IRE, AS
5. USE NONWOVEN GEOTEXTIE WITH DOUBLE STITCHED SEAMS USING HICK STRENGTH THREAD, SIZE
MINIMUM OF 18 INCHES
MINIMUM OF 18 INCHES.
SPECIFIED IN SECTION H-1 MATERIALS, OVER THE HARDWARE CLOTH.
SLEEVE TO ACCOMMODATE A MA%NUM 4 INCH DIAMEIER PUW OSCHMGE HOSE THE BAG MUST BE
MANUFACTURED FRO/ A NONWOVEN GEOTEXTLE THAT MEETS OR EXCEEDS MINIMUM AVERAGE TOL.
5. SET HEIGHT OF SANDBAG DIKE AT TWICE THE PIPE DIAMETER. MANTAN HEIGHT ALONG LENGTH OF
7. USE SANDBAG BASE FOR LEVELING AND TO ESTABUSH MINIMUM TOP ELEVATION OF THE BARRIER AS
3. EXCAVATE PIT TO THREE TIMES THE PIPE DIAMETER AND FOUR FEET IN DEPTH. PUCE % M 1X INCH
VALUES (MARV) FOR THE FOLLOWING
SANDBAG DIKE. PUCE DOUBLE ROW OF SANDBAGS
REWIRED.
STONE OR EQUIVALENT RECYCLED CONCRETE, a INCHES IN DEPTH PRIOR TO PIPE PLACEMENT.
CRAB 250 LB Asn D-4832
8. AT A WIN MCU
UM, SECURELY ANCHOR DIVERSION PIPE AT EACH DOWNGRADEDOWNGRADE"T.T.
B DISPOSE OF ALL LS M EXCAVATED MATERIAAN APPIIOVED OSPOSAL AREA OUTSIDE OF E 100 -YEAR
4. SET HDP ON PIPE MINIMUM ABOANn
12 INCHES VE GPSURFACE ELEVATION. WATER SURFAEIEELEVATION.
F 150 UB ASTM D-48 33
J. SET OUTLET END p• DIVfltSON PIPE LOWER MAN INLET ENO.
FLOODPLAIN.
S BACKFILL RT AROUND THE PPE WITH �U N 1X NCM CLEAN STOLE DR
FLOW RAW
RAZE 70 GEC-' /FT' ASTM D -MGI
PERMITTIVITY (SEC -I 1.2 ASTM D-4341
B. PROVIDE OUTLET PROTECTION A5 REQUHRm ON APPROVED PLAN.
B. ON AIER HONK AREA USING AN APPROVED EROSION AND SEDIMENT CONTROL PRACTICE AS SPECAIED
ON APPROVED PUN.
IlDVWATET SURFACE
CONCRETE VATION AND EXTEND STOLE A MINIMUM ON 8 INCHES ABOVE AN1X'IPA1m WATER SURFACE
ELEVATOR.
STRENGTH
UV RESISTANCE 70; STRENGTH O 500 HOURS ASTM D -{SSS
APPARENT OPENING SIZE (AOS) 0.14-018 MM ASTM D-4731
S. DEWAIER WORK AREA USING AN APPROVED EROSION AND SEDIMENT CONTROL PRACTICE AS SPECIFIED
10. KEEP ABUTMENTS BETWEEN CONCRETE BARRIERS WATER TONT. REPLACE SANDBAGS AND
C DISCHARGE TO A STABLE AREA AT A NONEROSIVE RATE.
SEAM STRENGTH 901' ASTM D-4832
ON APPTNDVED PLAN.
IMPERMEABLE SNEETNG IF TORN.
8. REPLACE FILTER BAG IF BAG CLOGS OR HAS RIPS TEARS. OR PUNCTURES DURING OPERATION KEEP
10, KEEP PONT OF DISCHARGE FREE OF EROSION. MAINTAIN WATER TIGHT CONNECTIONS AND POSITIVE
7. A SUMP PIT REWIRES FREQUENT MAINTENANCE. IF SYSTEM CLOGS, REMOVE PERFORATED PIPE AND
REPLACE GEOTEXTLE AND STONE. KEEP PONT OF DISCHARGE FREE OF EROSION.
CONNECTION BETWEEN PUMP HOSE AND RATER BAG WATER TIGHT. REPLACE BEDDING IF IT BECOMES
DISPLACED.
DRAINAGE REPUCE SANDBAGS AND IMPERMEABLE SHEETING M TORN.
PROJECT
ENGINEER: M. JONES
DESIGNED BY: J. MCSWAIN / W. PRICE
DRAWN BY: S. KANE PRELIMINARY DRAWING
DO NOT USE FOR
CHECKED BY: T. SCHUELER I CONSTRUCTION
IF THIS BAR DOES NOT
MEASURE 1" THEN DRAWING 0
ISSUED FOR DATE BY IS NOT TO FULL SCALE
H--%rpen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
CITY OF HAVELOCK, NORTH CAROLINA
McCOTTER CANAL
ACCESS ROAD STABILIZATION
NOTES:
1. TOP DRESS WITH 50 LB/AC NITROGEN IN MARCH.
2. APPLY 2,000 LB/AC GROUND AGRICULTURAL LIMESTONE AND 7SO - 1,000 LB/AC 10-10-10
FERTILIZER. APPLICATION RATES AND CHEMICAL ANALYSIS SHALL BE CONFIRMED OR
ESTABLISHED BY SOIL TEST.
3. APPLY 4,000 LB/AC SMALL GRAIN STRAW MULCH.
4. TACK MULCH BY APPLYING ASPHALT TACK AT A RATE OF 0.10 GALJYR2 (10 GAL/1,000 FT2).
5. RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE -FERTILIZE, AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER VISIBLE SIGNS OF DAMAGE.
PERMANENT SEEDING SCHEDULE:
SPECIES RATE (LB/AC) SEEDING DATES
KENTUCKY 31 FALL: AUGUST 25TH -SEPTEMBER 15TH (SEE NOTE 1)
TALL FESCUE LATE WINTER: FEBRUARY 15TH -MARCH 21ST
(OR ALTA TALL FESCUE) 150 AFTER AUGUST 15TH, USE UNSCARIFIED SEED
GERMAN MILLET 10 ADD BETWEEN MAY 1ST -AUGUST 15TH
RYE (GRAIN) 40 ADD BEFORE MAY 1ST AND AFTER AUGUST 15TH
NOTES:
1. FALL IS BEST FOR TALL FESCUE.
2. BETWEEN MAY 1ST AND AUGUST 15TH, ADD 10 LB/AC GERMAN MILLET.
3. PRIOR TO MAY 1ST OR AFTER AUGUST 15TH ADD 40 LB/AC RYE (GRAIN).
4. APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/AC GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/AC 10-10-10 FERTILIZER.
5. LIME AND FERTILIZER ARE TO BE DISKED INTO THE SOIL SURFACE TO A MINIMUM DEPTH OF 4
INCHES.
6. APPLY 4,000 LB/AC GRAIN STRAW OR EQUIVALENT C�OVER OF ANOTHER SUITABLE MULCH.
7. ANCHOR BY TACKING WITH ASPHALT (0.10 GAL/YD-), ROVING, OR NETTING OR BY CRIMPING
WITH A MULCH ANCHORING TOOL
8. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY
sre ualn �m .tm2��.�, ➢eutaLCLrtn! .
------------
sran"w u". '. ..nrwrwr�rw.v.rq
EROSION & SEDIMENT CONTROL
CIVIL
DETAILS AND NOTES
DATE: FEBRUARY 2018
HAZEN NO.:
30906
CONTRACT NO.:
004
DRAWING
NUMBER:
ESC -08

TOP OF BANK STAKES ON 3'
A r CENTERS, TYP
FILL KEY TRENCH WITH TOPSOIL AND COMPACT
MAXIMUMDEGREES
1B�. FOR
U- FABRIC
DEGMS WILL BE
DEGREES UWEO IN AN
UPSTREAM TO
( DOWNSTREAM
OIRECDON_ /
EDGE OF FABRIC 4' MIN STAKE FABRIC TO I A
FROM WOODEN STAKE BOTTOM OF
TRANSITION TRENCH, L
I STAKE PER 3 LF rtra� TOE OF SI -OPE
WOODEN STAKE FABRIC WRAP ~/
WOVEN FA COIR PLAN VIEW FOLDING FABRIC AT BENDS
KEY TRENCH DETAIL
FILL KEY TRENCH WITH TOPSOIL AND COMPACT.
G� N WOVEN COIR FABRIC
V EDGE OF FABRIC 4' MIN STAKE FABRIC TO
FROM WOODEN STAKE BOTTOM OF
TRANSITION TRENCH, 12
OVERLAP SECTION B 1 STAKE PER 3 IF
WOODEN STAKE
-- TRANSITION TRENCH DETAIL H
Z THIS DRAWING REQUIRES
TECHNICAL f SUPPORTING ION P I OR
US AND UST B PRIOR TO
m USE AND MUST BE ADAPTED
1 UPSTREAM FABRIC TO THE SPECIFIC SITE.
1 - UPSTREAM FABRIC II�� OVERLAPS �.J
SAW A 2 X 4 DIAGONALLY TO LAYER UPS OVER DOB CREAM
PRODUCE 2 DEAD STOUT STAKES.
Flow
DOWNSTREAM FABRIC
TYPICAL DETAIL IAYERLAPS UNDER GENERAL NOTES
STAKE STAKE THROUGH
BOTTOM FABRIC STAKE THROUGH BOTH FABRIC I. COCONUT EROSION CONTROL BLANKET SHALL BE 'ROLANKA BIO -D
TO SLOPE PROTECTION TO LAYER
LAYERS
70' OR APPROVED EQUAL, ABLE TO WITHSTAND 12 FPS WATER
BE ON DETAILED AS IDENTIFIED OVERLAP SECTION A VELOCITIES AND 4.5 PSF SHEAR STRESS. FABRIC EMBEDMENT 3.0
FT.
UPSTREAM FABRIC OVERLAPS DOWNSTREAM
FABRIC 12' 3 0' _; SEE KEY TRENCH
(SEE OVERLAP DETAIL) iF DETAIL
I TOP OF BANK
STAKES
THROUGH BOTH i
KEY -IN VERTICAL : FAaalc LAYERS
EDGE AT UPSTREAM STAKES
BOUNDARY LIMITS �` THROUGH KEY -IN VERTICAL EDGE
BOTTOM , - I AT DOWNSTREAM
FABRIC g BOUNDARY LIMITS
LAYER
SEE TRANSITION
A A TRENCH DETAIL
I.. I
TOE OF SLOPE
IIM�S2A�� DOWNSTREAM FABRIC
UPSTREAM FABRIC PLAN VIEW -- —
18" WOOD STAKE (EXPOSED
PORTION TO FACE UPSTREAM)
TIE-IN MATTING
(12" MIN)
2. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL
PRODUCTS (RECP), INCLUDING ANY NECESSARY APPLICATION OF
LIME, FERTILIZER AND SEED.
3. BEGIN AT THE BOTTOM OF THE SLOPE, WORKING FROM
DOWNSTREAM UP, AND ANCHOR FIBER MATTING IN A 12"
DEEP INITIAL ANCHOR TRENCH. BACKFILL TRENCH AND TAMP
EARTH FIRMLY.
4. OVERLAP EDGES OF ADJACENT PARALLEL ROLLS 12" AND
ANCHOR AT 12" CENTERS WITH THE UPPER ROLL
OVERLAPPING THE TOP OF THE LOWER ROLL.
S. WHEN FIBER MAT MUST BE SPLICED, PLACE END OVER END
(SHINGLE STYLE IN DIRECTION OF FLOW) WITH 12" OVERLAP
AND ANCHOR USING TWO STAGGERED ROWS OF STAKES AT
6" CENTERS. ADDITIONAL FASTENING MAY BE REQUIRED
WHERE MATTING IS CUT TO INSTALL PLANTINGS.
6. LAY FIBER MAT LOOSELY AND ANCHOR SUFFICIENTLY TO
MAINTAIN DIRECT CONTACT WITH THE SOIL - DO NOT
STRETCH.
7. FOR SLOPES 2:1 AND STEEPER USE A MINIMUM OF (3)
COIR FIBER MAT
BACKFILL AND TRANSITION
INTO STREAMBANK
18 -INCH WOOD STAKES PER SQUARE YARD AND FOR
SLOPES FLATTER THAN 2:1 USE A MINIMUM OF (2) 18 -INCH
" ��
BURY WIRE FENCE AND HARDWARE CLOTH BURY B" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
PROFILE VIEW u
SILT FENCE
WOOD STAKES PER SQUARE YARD. PROVIDE ADDITIONAL
PROJECT
ENGINEER: M. JONES
PRELIMINARY DRAWINGEROSION
DO NOT USE FOR
CONSTRUCTION
STAKING ALONG CHANNEL BOTTOM WHERE COIR MAT FORMS
CITY OF HAVELOCK, NORTH CAROLINADESIGNED
& SEDIMENT CONTROL
CIVIL
DETAILS
TOE OF SLOPE.
6" MIN ••
8. WOOD STAKES SHALL BE ANGLED SUCH THAT EXPOSED
-
HAZEN NO.:
PORTION (2"-4") FACES UPSTREAM.
12" MIN
BY: S. KANE
CONTRACT NO.:
004
9. ANCHOR, FILL, AND COMPACT END OF FIBER MATTING IN
McCOTTER CANAL
ACCESS ROAD STABILIZATION
12"x6" TERMINAL ANCHOR TRENCH (MIRROR IMAGE OF
DRAWING
NUMBER:
TRIANGULAR
INITIAL TRENCH).
WOOD STAKE
REV ISSUED FOR DATE BY
* 10. ANCHORING DIMENSIONS TO BE REDUCED IN AREAS OF
NATURAL RESOURCES TO BE PROTECTED.
EXISTING GROUND
EROSION CONTROL MATTING MAY BE EXTENDED UP STREAM
BANK AS DIRECTED.
PROPOSED SLOPE
1 1/2" COMPOST AND SEED
PHOI'K 11D
SL11E
�' \ --ECM. AS LAVE STAKES 1/2"-2" DIAM. K 3.-4' LENGTH
HPNK t�LI DIRECTED SPACED 2'-3' O.C. (TRIANGULAR SPACING)
ANGLES AT 45' TO DOWNSTREAM ROW. LIVE
'— STAKES SHALL ONLY BE PLACED IN AREAS OF
5P�E FL"•n y - APPROPRIATE SUNLIGHT AND CONTACT WITH
GROUNDWATER.
3/A
Ieng1N '
-SOAK LIVE STAKES FOR 24 HOURS AND RECUT
ENDS AT 45' ANGLES PRIOR TO INSTALLATION.
*USE 1/2"-3/4" REBAR FOR PILOT HOLES PRIOR TO
DRIVING UVE STAKES INTO GROUND.
*DRIVE UVE STAKE 3/4 OF ITS LENGTH INTO THE GROUND.
-RECUT ANY LIVE STAKE TPS DAMAGED BY INSTALLATION
*STAKES TO BE 1/2" TO 2" IN DIAMETER, 3' TO 4' LONG.
LICE -STAKE DETAIL
DETAIL
NTS B
_DIA}. NOTES
FLAT OP I 1. UVE STN' STAKES SHOULD BE
END) �\ I GROUNDWATER TABLE. (GENERALLY
LATERAL 2. THE STAKES SHOULD HAVE A DIAMETER IN THE RANGE OF 0.5 TO 2.0 INCHES
BUD - 1
IH�r` 3. LAVE SiNT STAKES SHALL BE SPACED 2' TO 3' APART TO GIVE A DENSITY OF
yp 2 TO 4 CLTRNGS PER SQUARE YARD.
4. STAKES SHALL BE SOMED A "I" OF 24 HOURS BEFORE INSTALLATION.
01T -
SDE BRANCH ` Jb
REMOVED AT
4KNT ANC1E -
WATER
TABLE /
45 DEOAEE —1
TAPERED
BUTT END
\J
DETAIL NEW --�
LIVE STAKES DETAIL
NTS
TOP OF SILT
FENCE MUST BE
AT LEAST 1'
ABOVE THE TOP
OF THE
WASHED STONE
MANIENANCE REQUIREMENTS:
t INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT
PRODUCES 1/2 INEN OR MORE OF RAIN, REMOVE SEDIMENT
SAN
T;:KROPDRE59NG WITH CIFAY
1 -INCL , WASHED
ASIS. S. TTOM RY.
2 REMOVE ACCUMULATED SEDIMENT. THE CDNTMROR SHALL
DISPOSE OF S FHENT OFF-sF E IN AOC— WITH ALL
STATE AND LOCAL REGULATIONS.
STEEL FENCE POST -
WIRE FENCE—
HARDWARE CLOTH—
I' DIAMETER
WASHED STONE ---
MR
STEEL FENCE POST
SET MAX 2' APART
MIN IR' INTO SOLID
GROUND
3' FILTER FABRIC
ON GROUND
SRT FENCE
BURY WIRE FENCE, I
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
COIR FIBER MATTING
NTS
" ��
BURY WIRE FENCE AND HARDWARE CLOTH BURY B" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
PROFILE VIEW u
SILT FENCE
PROJECT
ENGINEER: M. JONES
PRELIMINARY DRAWINGEROSION
DO NOT USE FOR
CONSTRUCTION
Hzxprzen
—
HAZEN AND SAWYER
WESTCHASE BOULEVARD, SUITE 500
RALEIGH , N NORTHAROLINBA 27607
CITY OF HAVELOCK, NORTH CAROLINADESIGNED
& SEDIMENT CONTROL
CIVIL
DETAILS
DATE: FEBRUARY
2018
Br: J. MCSWAIN / W. PRICEDRAWN
HAZEN NO.:
30906
BY: S. KANE
CONTRACT NO.:
004
McCOTTER CANAL
ACCESS ROAD STABILIZATION
CHECKED BY: T. SCHUELER
DRAWING
NUMBER:
ESC -09
IF THIS BAR DOES NOT4011
MEASURE 1" THEN DRAWING D 1
IS NOT TO FULL SCALE
REV ISSUED FOR DATE BY

TOPSOIL, SUITABLE FOR
VEGETATIVE ESTABLISHMENT
(REDUCED COMPACTION ZONE
ALL EXPOSED FACES TO
BE MULCHED AND SEEDED—
SOIL LIFT FACING
COIR MAT BIO -D 70
OR APPROVED EQUAL
LIVESTAKE OR TUBELING
BETWEEN EACH LAYER WITHIN
3' OF BASEFLOW AT 3' OC
T ROUND OUTER
EDGE (6" MIN RADII
NOTES
z4' TOPSOIL/
COMPOST ZONE
ANCHOR WITH 2"x 4"x 24" TRIANGULAR
HARDWOOD STAKES AT 4 FOOT INTERVALS
_-_ (STAGGERED BY LAYER)
)VARIES COMPACTED FILL LEGEND
t \ - - - - - - - - INNER LAYER
BLAXIAL GEOGRID
3' MIN OVERLAP _ OUTER LAYER
COIR FIBER MAT
' GEOGRID TENSAR BXI300
OR APPROVED EQUAL
\. � � � _ � •� �. � � � �. � _________ GEOTEXTILE FABRIC
TOP SOIL/COMPOST MIX
6' MIN COMPACTED FILL
PLANTS
DETAILED VIEW LIVESTAKES/
TUBLELINGS
1. DOUBLE SOIL LIFT SHALL CONSIST OF TWO LAYERS OF MATTING OF DIFFERENT MATERIALS. THE
INNER MAT LAYER IS TO CONSIST OF A BIAXIAL GEOGRID (TENSAR BX1100 OR APPROVED EQUAL). THE
OUTER MAT IS TO CONSIST OF A COCONUT FIBER COIR MAT (ROLANKA BIO -D 70 OR APPROVED EQUAL
2. THE SOIL LIFTS ARE TO BE FILLED WITH TOPSOIL AND SEED MIX.
3. THE SOIL LIFTS ARE TO BE 12" HIGH, PER LIFT.
4. MATTING TO BE STRETCHED TIGHT AND WRINKLE FREE AROUND LIFT.
S. 6' TOPSOIL/COMPOST MIX SURFACE TO BE FREE OF STICKS, DEBRIS, AND TWIGS TO PREVENT
CAVITATION.
rLAIy
NTS
COIR MAT EDGE OF SHOULDER
(REFER TO DETAIL) PREFERENCE POINT
EDGE OF ROAD
REFERENCE POINT
24'
6' MIN
SOIL LIFT 2:1 OR AS
TOP ELEV SHOWN ON
SLOPE VARIES PLANS
SEE TABLE SpP Sell) O PO 5� pA1X
\ H �-
\ V Fl
BASEFLOW
�. _i: i
CENTER OF CHANNEL
BOTTOM REFERENCE EMBEDMENT
POINT LENGTH IS A
SOIL LIFT MINIMUM OF
BOTTOM ELEV'' 3' INTO EX BANK
NON -WOVEN GEOTEXTILE FABRIC
SPACE HARDWOOD
STAKES 4' OC (MAX)
DOUBLE LAYER SOIL LIFT CROSS SECTION
TIE INTO EXISTING BANK
AS PER COIR MAT DETAIL
FILL (SEE NOTES)
vav
r -fav v
STAGGER HARDWOOD STAKES
(EACH LAYER)
S�
EXISTING
avv
GROUND
6. SATISFACTORY SOIL TYPES INCLUDE ASTM D 2487 SOIL CLASSIFICATION GROUPS GW, GP, GM, SW, SP
AND SM OR A COMBINATION OF THESE SOIL GROUPS. SOIL SHALL BE FREE OF ROCK OR GRAVEL
LARGER THAN 2"IN ANY DIMENSION DEBRIS, WASTE, FROZEN MATERIALS, VEGETATION AND OTHER
DELETERIOUS MATTER.
7. SOIL LIFTS TO BE SEEDED AND PLANTED AS DESCRIBED ON PLANTING DETAIL PLANS.
S. PLAIN WOODEN STAKES SHALL CONSIST OF ROUGH SAWN HARDWOOD, TRIANGULAR IN SHAPE, 2'x4"
IN CROSS SECTION AND 24" IN LENGTH.
9. ONCE PLACED, SOIL LIFTS SHALL NOT BE DRIVEN OVER WITH HEAVY EQUIPMENT.
1 "
24" GRASS LINED W/
TEMP TRM
SECTION A
Nn
DRAIN BASIN,
SEE DWG D-02
24"
GRASS LINED W
24" TEMP TRM
SECTION B
NTS
EDGE OF ROAD
REFERENCE POINT COMPACTED
SUBGRADE 6" ABC STONE
GRASS SHOULDER EG TYP
O 2%, TVP
DOUBLE LAYER SOIL
LIFT ON CANAL BANK, DRAIN BASIN,
SEE DETAIL - SEE DWG D-02
2% SLOPE INCLUDE ROAD GRADE, S<ppF
_ USE STANDARD DETAIL INFO
6" MIN
EX CANAL
CENTER OF CANAL BOTTOM
REFERENCE POINT
15" HOPE
TYPICAL PROFILE
NTS
ROADSIDE SWALE LENGTH
10' LENGTH OF DOUBLE LAYER SOIL LIFT ALONG CANAL 10'
ROAD GRADE
FLpK FLOW
$H:1V MAX
SLOPE FOR TIE-IN
ly, MIN TO EG, TYP
DRAIN BASIN, 3%"AX ,Tfp
SEE DWG D -O2
15" HDPE
STORM WATER PROFILE
Nn
I
ENGINNEEES R: M. ]ONES
ENG
CITY OF HAVELOCK, NORTH CAROLINA
DATE: FEBRUARY 2018
DESIGNED BY: J. MCSWAIN / W. PRICEH*%r7Amn
PRELIMINARY DRAWING
STANDARD DETAILS
HAZEN NO.: 30906
DRAWN BY: S. KANE
DO NOT USE FOR
CONSTRUCTION
—
HAZEN AND SAWYER
WESTCHASE BOULEVARD, SUITE SOO
CIVIL
DETAILS
CONTRACT NO.: OO4
McCOTTER CANAL
CHECKED BY: T. SCHUELER
DRAWING
NUMBER:
IF THIS BAR DOES NOT4011
MEASURE 1' THEN DRAWING 0 1/2-1"
RALEIGH, NORTH CAROLINA 27607
ACCESS ROAD STABILIZATION
D-01
REV ISSUED FOR DATE BY IS NOT TO FULL SCALE
LICENSE NO.: C-0381

B
TOP VIEW
2- MIN
BASE CAN BE PERFORATED
/
PERFORATION
SCHEDULE
TO MATCH OF
J/ 1�2' MAX6
A
RISER WALL UPON REQUEST
PRELIMINARY DRAWINGSTANDARD
STRUCTUFE
SIZE
MlCiE 6ETNEEN WU RCF
HOFS —E5
DETAILS
ELEVATION VIEW
r
90' 1
DRAWN sr: S. KACE
DO NOT USE FOR
CONSTRUCTION
IT
IT
90' d
60' 6
NOTES:
McCOTTER CANAL
IS
60' 6
1. PERFORATIONS SHALL
NOT BE LOCATED WITHIN V OF ADAPTERS.
I6
15' 8
2. PERFORATIONS SHALL BE STAGGERED EVERY OTHER ROW, AS SHOWN.
24'
30'
45' 8
36' 10
3. DRAIN BASIN SMALL BE WRAPPED IN GEOTE)MLE FILTER FABRIC
RFRFnRATIAN TIFTAII
NO PERFORATIONS IN
UPPER 6" OF DRAIN BASIN
PERFORATIONS, TVP
SEE PERFORATIONS DETAIL
15" HDPE
WATERTIGHT JOINT
NOTES:
1. SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.
2. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM D3212.
18' DIP DOME INLET GRATE
RIM ELEV, SEE PLANS
WRAP DRAIN BASIN, SIDES, B
BOTTOM, IN FILTER FABRIC
6' TOP SOIL
V SSN
1B"0 VC OR,,IN BA
DRAIN BASIN DETAIL
12" THICK #57 STONE,
12' MIN SUMP
6' MIN #57 STONE
INCLUDE PERFORATIONS
ON BOTTOM
COMPACTED SUBGRADE
PROJECT M. )ONES
ENGINEER:
CITY OF HAVELOCK, NORTH CAROLINA
DATE: FEBRUARY 2018
DESIGNED BY: ]. MCSWAIN / W. PRICE
PRELIMINARY DRAWINGSTANDARD
H".en
DETAILS
NO.:
HA2EN No.: 30906
DRAWN sr: S. KACE
DO NOT USE FOR
CONSTRUCTION
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
CIVIL
DETAILS
CONTRACT 004
McCOTTER CANAL
CHECKED BY: T. SCHUELER
DRAWING
NUMBER:
IF THIS BAR DOES NOT 0 1/2' 1"
RALEIGH, NORTH CAROLINA 27607
ACCESS ROAD STABILIZATION
MEASURE 1' THEN DRAWING
IS NOT TO FULL SCALE
LICENSE NO.: C-0381
D-02
REV ISSUED FOR DATE BV