20221139 Ver 1_ePCN Application_20220819

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Has this project met the requirements for acceptance in to the review process?*
Yes
No
Is this project a public transportation project?*
Yes No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
6/2/2022
BIMS # Assigned* Version#*
20221139 1
Is a payment required for this project?*
No payment required
Fee received
Fee needed - send electronic notification
What amout is owed?*
$240.00
$570.00
Reviewing Office* Select Project Reviewer*
Washington Regional Office - [phone] Robert Tankard:eads\rbtankard
Information for Initial Review
la. Name of project:
Woodhaven Drive Sanitary Sewer Replacement
la. Who is the Primary Contact?*
Linda Diebolt
1 b. Primary Contact Email:* lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
8/19/2022
Nearest Body of Water
East Prong Slocum Creek
Basin
Neuse
Water Classification
C:Sw;NSW
Site Coordinates
Latitude: Longitude:
34.878846 -76.907157
A. Processing Information
County (or Counties) where the project is located:
Craven
Is this a NCDMS Project
Yes No
Is this project a public transportation project? *
Yes No

la. Type(s) of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
1 b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 58 - Utility Line Activities for Water and Other Substances (frequently used)
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1 h. Is the project located in any of NC's twenty coastal counties?
Yes No
1 i. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
Id. Who is applying for the permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
N/A - sanitary sewer easement
2b. Deed book and page no.:
N/A
2c. Contact Person:
Chris McGee, Havelock City Manager
401 Water Quality Certification - Express
Riparian Buffer Authorization
Unknown
Yes No
Yes No

2d. Address
Street Address
PO Box 368
Address Line 2
City
Havelock
Postal / Zip Code
28532
2e. Telephone Number:
[phone]
2g. Email Address: *
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Linda Diebolt
4b. Business Name:
Hazen and Sawyer
4c. Address
Street Address
4011 WestChase Blvd.
Address Line 2
Suite 500
City
Raleigh
Postal / Zip Code
27607
4d. Telephone Number:
[phone]
4f. Email Address:*
I d ie bolt@hazena nd sawyer. com
C. Project Information and Prior Project History
State / Province / Region
NC
Country
USA
2f. Fax Number:
State / Province / Region
NC
Country
USA
4e. Fax Number:
1. Project Information
1 b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
City of Havelock
2. Project Identification
2a. Property Identification Number: 2b. Property size:
N/A - numerous
2c. Project Address
Street Address
N/A - sanitary sewer easement
Address Line 2
City
Havelock
Postal / Zip Code
28532
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
East Prong Slocum Creek
3b. Water Resources Classification of nearest receiving water: *
C;Sw;NSW
3c. What river basin(s) is your project located in?*
State / Province / Region
NC
Country
USA
Neuse

3d. Please provide the 12-digit HUC in which the project is located.
030202040502
4. Project Description and History
4a. 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 project is in the southern portion of Havelock, within Craven County, approximately 2.8 miles north of the Craven/Carteret County boundary. The project consists of replacement of an
existing sanitary sewer pipe from a point immediately north of Fontana Boulevard to a point approximately 0.6 mile south of the Fontana Boulevard. The existing sewer and proposed
replacement parallel East Prong Slocum Creek to the east.
The northern terminus of the project connects to an existing sewer pipe east of East Prong Slocum Creek north of Fontana Boulevard. South of Fontana Boulevard, the project corridor
traverses an automobile dealership and then crosses East Main Street (Highway 70). South of East Main Street, the project corridor traverses a forested area located between East Prong
Slocum Creek to the west and commercial buildings to the east. The project corridor traverses Woodhaven Drive east of the new bridge structure previously reconstructed as a separate
Hazen project. South of Woodhaven Drive, the project corridor traverses an area abutted by commercial entities to the east and a forested area associated with East Prong Slocum Creek
to the west.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
0.7
4g. List the total estimated linear feet of all existing streams on the property:
0
4h. Explain the purpose of the proposed project: *
The purpose of this project is to meet the demands of projected growth in Craven County. The existing sewer pipe no longer provides sufficient capacity to convey wastewater within the
project's service area and has reached its life expectancy. The proposed project consists of replacement of approximately 0.6-mile of sanitary sewer pipe. Areas of replacement will include
abandonment of pipe, manholes, and other related appearances per applicable regulation. Removal of manholes and pipes prior to replacement will take place in some areas.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The proposed Highway 70 Sewer Replacement Project consists of replacement of approximately 0.6 mile of sanitary sewer pipe. Replacement of the existing sanitary sewer pipe involves
abandonment of pipe per applicable regulations in some areas. Please refer to the attached Highway 70 Sewer Replacement Project preliminary design plans for further detail on areas of
replacement and abandonment of the existing sanitary sewer pipe. Prior to replacement of the existing sanitary sewer pipe, a temporary above -ground pipe will be installed to ensure
proper flow of sewage during construction. Once the temporary sanitary sewer line is flowing, the existing sanitary sewer line will be turned off until construction completion. The temporary
sewer pipe will be placed to the west within the proposed limits of disturbance. The proposed project entails replacement/installation of approximately 3,000 feet of sanitary sewer pipe and
numerous manholes. Erosion and sediment control measures will be installed prior to commencing land -disturbing activities. Limits of disturbance encompass approximately 4.4 acres.
Construction -phase access to the project corridor will be provided via a temporary gravel road within the proposed limits of disturbance abutting the north and south edge of Woodhaven
Drive. The gravel access road will result in temporary impacts to a jurisdictional wetland within the proposed project's limits of disturbance. Please refer to the details section of the
attached design drawings for further information relative to the proposed construction entrance. Following construction, all areas temporary impacted will be brought back to original grade
and seeded with an appropriate native seed mix as soon as possible, not to exceed 90 days of completion of the project. An additional construction access point will be provided via an
existing paved road off Highway 70 at the southern end of the proposed project.
Installation of the sanitary sewer pipe in jurisdictional areas will be achieved using both non -open -cut and open -cut techniques. Non -open -cut techniques, via jack and boar, will take place
under Fontana Boulevard, Highway 70, Woodhaven Drive, and the railroad. Anti -seep collars will be installed along the transmission line per applicable regulations. The proposed project
will not involve stream crossings; however, limits of disturbance will abut East Prong Slocum Creek and its associated 50-foot buffer north of Fontana Boulevard. One jurisdictional cypress
wetland associated with East Prong Slocum Creek is located within the proposed projects limits. Crossing of this cypress system will not result in net loss of jurisdictional waters of the
U.S.; however, conversion of forested wetlands to non -forested wetlands will occur in several areas along the project corridor.
Equipment anticipated to be used during installation of the proposed transmission lines includes, but is not limited to, excavators, backhoes, front-end loaders, dump trucks, and cranes.
Details of proposed activities, such as anti -seep collars, are provided on the design drawings submitted in conjunction with this permit application.
The maintained corridor within 404 jurisdictional areas will be 30 feet or less in width. Replacement of the existing sanitary sewer pipes will result in temporary impacts to the 50-foot buffer
associated with East Prong Slocum Creek and a jurisdictional cypress system. A large riverine swamp forest dominated by bald cypress, black gum, and water tupelo abuts the East Prong
Slocum Creek. The existing sanitary sewer corridor and the proposed project corridor, which have the same footprint, traverses the upland extents of the riverine swamp forest in five
locations. Approximately 0.641 acre of wetlands will be temporarily impacted by pipe replacement with no net loss of wetlands occurring. Conversion of 0.027 acre of forested wetland to
herbaceous wetland within a maintained corridor will occur from the project. No impacts to jurisdictional streams will occur from the proposed project.
Indirect impacts associated with installation of the conveyance are anticipated to be negligible since construction of the proposed project will not induce growth but is required to meet the
future wastewater demands of the service area.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes
Comments:
No Unknown
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
Linda Diebolt and Katie Cox
Hazen and Sawyer

6a. Is this a phased project?*
Yes No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands Streams -tributaries
Open Waters Pond Construction
2. Wetland Impacts
Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type*(?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
Pipe Crossing 1
Sewer pipe replacement
and maintained corridor
T
NON-NCWAM TYPES
Wetland 1
No
Both
0.140
(acres)
Pipe Crossing 2
Sewer pipe replacement
T
Riverine Swamp Forest
Wetland 1
Yes
Both
0.090
(acres)
Pipe Crossing 3
Sewer pipe replacement
T
NON-NCWAM TYPES
Wetland 1
No
Both
0.120
(acres)
Pipe Crossing 4
Sewer pipe replacment
T
Riverine Swamp Forest
Wetland 1
Yes
Both
0.160
(acres)
Pipe Crossing 5
Sewer pipe replacement
T
Riverine Swamp Forest
Wetland 1
Yes
Both
0.014
(acres)
Pipe Crossing 6
Sewer pipe replacement
P
Riverine Swamp Forest
Wetland 1
Yes
Both
0.027
(acres)
Pipe Crossing 7
Sewer pipe replacement
T
Riverine Swamp Forest
Wetland 1
Yes
Both
0.040
(acres)
Pipe Crossing 8
Sewer pipe replacement
T
NCWAM TYPES
Wetland 1
j
No
Both
0.050
(acres)
2g. Total Temporary Wetland Impact
0.614
2g. Total Wetland Impact
0.641
2i. Comments:
2g. Total Permanent Wetland Impact
0.027
The existing maintained easement within wetland areas contains herbaceous vegetation. The existing maintained easement will be used for the
proposed project.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
Neuse
Catawba
Goose Creek
Other
Tar -Pamlico
Randleman
Jordan Lake
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
B1 - Allowable upon authorization
T
East Prong Slocum Creek
No
0
76
B2 - Allowable upon authorization
T
East Prong Slocum Creek
No
75
893
B3 - Allowable upon authorization
T
East Prong Slocum Creek
No
635
708
B4 - Allowable upon authorization
T
East Prong Slocum Creek
No
0
164
B5 - Allowable upon authorization
T
East Prong Slocum Creek
No
0
234
6h. Total buffer impacts:
Zone 1
Zone 2
Total Temporary impacts: 710.00
2,075.00

Zone 1 Zone 2
Total Permanent impacts:
Total combined buffer impacts:
6i. Comments:
0.00 0.00
Zone 1 Zone 2
710.00 2,075.00
All of the buffer areas within project limits are non -forested with the exception of 76 square feet of buffer in corner of bore pit. All buffer impacts are
temporary.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Best management practices for erosion and sediment control measures are specified in the project design. Measures include perimeter silt fence,
minimization of tree removal, and stabilized construction entrances. The contractor shall perform weekly inspections of erosion and sediment control
devices and perform maintenance as needed to ensure maximum efficacy of all devices in use. Vehicle and equipment maintenance activities are
required to be performed outside of jurisdictional areas. Disturbed soils will be temporarily stabilized if the disturbed area will not be final graded and
permanently stabilized within a reasonable timeframe.
Impacts to jurisdictional areas during construction will be limited to the extent feasible by performing as much work as is possible from upland areas.
Disturbed areas will be returned to original grade and seeded with an appropriate native seed mix as soon as possible, not to exceed 90 days of
completion of the project. Swamp matting will be used where appropriate in wetland areas. Excavation of the pipe trench will be performed as prescribed
by the USACE in jurisdictional areas, and side casting of excavated material into abutting wetland areas will be avoided to the extent feasible.
Delineation of jurisdictional areas and identification of sensitive receptors occurred in the early design process. During design, the project corridor was
positioned to avoid regulated areas and sensitive receptors, where feasible, while using existing corridors and easements to the extent practicable.
Avoidance of all impacts is possible only with a no -build alternative, which does not meet the need of the project. Where avoidance of jurisdictional
waters was not possible due to constraints, the limits of disturbance were reduced to the extent feasible.
Project design includes anti -seep collars along the pipe within and adjacent to jurisdictional wetland areas, per applicable requirements. Avoidance of
stream crossing was considered during early design phases and minimized according. The proposed project's limits of disturbance will abut East Prong
Slocum Creek and its associated 50-foot buffer; however, impacts are temporary, and no stream crossing is proposed. Temporary impacts to a
jurisdictional wetland are required for replacement of the existing sanitary sewer pipe via open -cut techniques.
Project design components to minimize impacts to jurisdictional features includes stringent erosion and sedimentation control features, and specific
contractor requirements associated with construction and maintenance activities in proximity to the jurisdictional areas.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Impacts to jurisdictional areas during construction will be limited to the extent feasible by performing as much works as possible from upland areas.
Stringent sediment and erosion control measures will be implemented and adhered to during all construction activities. Details of the proposed type and
location of silt fencing is depicted on the attached design drawings. Silt fencing will be placed upgradient of the jurisdictional areas and all construction
activity will be performed upgradient of the silt fencing.
During construction, no live concrete will come in contact with jurisdictional waters. All disturbed areas will be graded and seeded with native seed
mixtures within 90 days of completion of the project. Appropriate swamp matting, temporary stockpiling of wetland topsoil, and side casting methods will
be used where appropriate if work is performed in wetland 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 No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
With the exception of conversion of 0.027 acre of forested wetland to maintained wetland corridor, all project impacts are temporary.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes No
What type of SCM are you providing?
Level Spreader
Vegetated Conveyance (lower SHWT)
Wetland Swale (higher SHWT)
Other SCM that removes minimum 30% nitrogen
Proposed project will not create concentrated stormwater flow through the buffer
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No

Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
Yes No
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 (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
Yes No
Comments: *
Not required by NC or US rules or regulations.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes No
3b. If you answered "no," provide a short narrative description.
The project consists of replacing aged sanitary sewer pipes such that the degraded condition of the existing pipes does not result in a release of
wastewater into the East Prong of Slocum Creek's watershed and potentially downstream watersheds. Existing ordinances and regulations, including the
Clean Water Act, erosion control regulations, and stormwater ordinances are expected to prevent impacts to downstream water quality due to future
development or redevelopment in the project vicinity.
Development surrounding the proposed Highway 70 Sewer Replacement Project is anticipated to occur. The proposed project will not promote growth
but will support the development that will occur regardless of the project and will provide state of the art municipal treatment of the wastewater generated
by development in the service area. Existing ordinances and regulations, including the Clean Water Act, erosion and sediment control regulations, and
stormwater ordinances, are expected to prevent impacts to downstream water quality due to future development in the service area.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes No
5d. Is another Federal agency involved?*
Yes
What Federal Agency is involved?
NOAA
5e. Is this a DOT project located within Division's 1-8?
Yes No
No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?
Yes No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
Yes No

5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
The project consists of replacement of an existing sanitary sewer pipe. Survey of the project area was performed in February 2022 by qualified biologists
to determine if habitat for listed species was present. Habitat for the American alligator was determined to be present in the project area and in the
vicinity of the project; however, the alligator is protected due to similarity of appearance. Consultation with NOAA was performed and the email
correspondence is attached. Hazen biologists also preformed a desktop review of federally listed species using the USFWS online database, IPaC, in
August 2022.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
Are there submerged aquatic vegetation (SAV) around the project vicinity?*
Yes
No Unknown
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
Review of Essential Fish Habitat designations was performed online via the NOAA, NMF's Fish Habitat Mapper.
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 status?*
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC State Historic Preservation Office web site and associated links.
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:
No net fill will be placed in the floodplain and no decrease in the capacity of the 100-year floodplain will occur from implementation of the proposed
project.
8c. What source(s) did you use to make the floodplain determination?*
GIS data obtained from FEMA
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
PCN Attachments Combined_Havelock SS.pdf 37.97MB
Havelock SS Design Drawings.pdf 24.49MB
File must be PDF or KMZ
Comments
Signature
By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Linda Diebolt
Signature
Date
8/19/2022

Attachments
• Site Location Map
• USGS Topographic Map
• US Topographic Map
• NWI and SFHA Map
• Impact Overview Map
• Impact Maps
• NRCS Soil Survey Maps
• NHP Map
• Agent Authorization Form
• Pre -Filing Meeting Request Acknowledgement

Project Site 0
Latitude: 34.878846
Longitude: -76.907157
1 inch equals 1 mile
SITE LOCATION MAP
Mile Woodhaven Drive Sanitary Sewer Replacement
0 0.5 1 2 City of Havelock, Craven County, NC

Long
Lake
Litt)*
Lokr_
Project Site
Latitude: 34.878846 j=
Longitude: -76.907157
Ellis Crap
Lake -I6
_ .... -- -+
4.
-r--- -.
1 inch equals 2 mile
Miles Woodhaven Drive Sanitary Sewer Replacement
0 1 2 4 City of Havelock, Craven County, NC
USGS TOPOGRAPHIC MAP

Project Site
Latitude: 34.878846
Longitude: -76.907157
t
1 inch equals 0.25 mile
Miles Woodhaven Drive Sanitary Sewer Replacement
0 0.125 0.25 0.5 City of Havelock, Craven County, NC
FONTANA 3LVD
i li -lull 1111111
IIII I I
IN II
USGS TOPOGRAPHIC MAP

"/ Project Site
FEMA Flood Zones
SFHA
>�%• Floodway
USA Wetlands
Estuarine
Palustrine
Riverine
FONTANA PLY
Project Site
Latitude: 34.878846
Longitude: -76.907157
1 inch equals 0.25 mile
Miles Woodhaven Drive Sanitary Sewer Replacement
0 0.125 0.25 0.5 City of Havelock, Craven County, NC
FLOODPLAIN AND NWI MAP

1 inch equals 500 feet
Feet
0 250 500 1,000
IMPACT INDEX MAP
Woodhaven Drive Sanitary Sewer Replacement
City of Havelock, Craven County, NC

^/ Proposed Replacement Sanitary Sewer
"/ Limits of Disturbance
C3
OS
East Prong Slocum Creek
Neuse River Buffer Zone 1
Neuse River Buffer Zone 2
Temporary Impacts to Zone 1 Buffer
Temporary Impacts to Zone 2 Buffer
Buffer B1 - forested
Temporary impact to Zone 2 during construction
76 square feet = Zone 2 Temporary Impact
Pits for Bore and Jack
under Fontana Boulevard
Fontana Boulevard
Buffer B2 - non -forested
Temporary impact to Zones 1 and 2 during construction
75 square feet = Zone 1 Temporary Impact
893 square feet = Zone 2 Temporary Impact
1 inch equals 50 feet
Feet
0 25 50 100
IMPACT MAP 1
Woodhaven Drive Sanitary Sewer Replacement
City of Havelock, Craven County, NC

^/ Proposed Replacement Sanitary Sewer
"/ Limits of Disturbance
1 inch equals 50 feet
Feet
0 25 50 100
OS
East Prong Slocum Creek
Neuse River Buffer Zone 1
Neuse River Buffer Zone 2
Temporary Impacts to Zone 1 Buffer
Temporary Impacts to Zone 2 Buffer
Buffer B3 - non -forested
Temporary impact to Zones 1 and 2 during construction
635 square feet = Zone 1 Temporary Impact
708 square feet = Zone 2 Temporary Impact
Bu effeff r B4 - non -forested 1-1
Temporary impact to Zone 2 during construction 'tort
164 square feet = Zone 2 Impact
r/Ami
41111,0
Pits for Bore and Jack
under US 70
Buffer B5 - non -forested
Temporary impact to Zone 2 during construction
234 square feet = Zone 2 Impact
IMPACT MAP 2
Woodhaven Drive Sanitary Sewer Replacement
City of Havelock, Craven County, NC

^/ Proposed Replacement Sanitary Sewer
"/ Limits of Disturbance
Existing and Proposed Maintained Corridor
Temporary Impacts to Forested Wetlands
Temporary Impacts to Non -forested Wetlands
Existing maintained corridor
will also be used for
proposed project
Pipe Crossing 1 (Wetland 1)
Temporary impacts to non -forested wetlands = 0.14 acre
1 inch equals 50 feet
Feet
0 25 50 100
Pipe Crossing 2 (Wetland 1)
Temporary impacts to forested wetlands = 0.09 acre
IMPACT MAP 3
Woodhaven Drive Sanitary Sewer Replacement
City of Havelock, Craven County, NC

^/ Proposed Replacement Sanitary Sewer
"/ Limits of Disturbance
Existing and Proposed Maintained Corridor
Temporary Impacts to Forested Wetlands
Temporary Impacts to Non -forested Wetlands
1 inch equals 50 feet
Feet
0 25 50 100
Existing 30-foot wide maintained corridor
will also be used for prposed project
Pipe Crossing 4 (Wetland 1)
Temporary impact to forested wetlands = 0.16 acre
Pipe Crossing 3 (Wetland 1)
Temporary impacts to non -forested wetlands = 0.12 acre
IMPACT MAP 4
Woodhaven Drive Sanitary Sewer Replacement
City of Havelock, Craven County, NC

^/ Proposed Replacement Sanitary Sewer
"/ Limits of Disturbance
Existing and Proposed Maintained Corridor
Temporary Impacts to Forested Wetlands
1 inch equals 50 feet
Feet
0 25 50 100
Existing 30-foot wide maintained corridor
will also be used for prposed project
Pipe Crossing 5 (Wetland 1)
Temporary impact to forested wetlands = 0.014 acre
IMPACT MAP 5
Woodhaven Drive Sanitary Sewer Replacement
City of Havelock, Craven County, NC

^/ Proposed Replacement Sanitary Sewer
"/ Limits of Disturbance
Existing and Proposed Maintained Corridor
Conversion of Forested Wetlands
Temporary Impacts to Forested Wetlands
Temporary Impacts to Non -forested Wetlands
Existing 30-foot wide maintained corridor
will also be used for prposed project
Pipe Crossing 7 (Wetland 1)
Temporary impct to forested wetlands = 0.04 acre
Pipe Crossing 8 (Wetland 1)
Temporary impct to non -forested wetlands = 0.05 acre
jilitt
Pipe Crossing 6 (Wetland 1)
Conversion of forested wetlands to maintained corridor = 0.027 acre -r
1 inch equals 50 feet
Feet
0 25 50 100
IMPACT MAP 6
Woodhaven Drive Sanitary Sewer Replacement
City of Havelock, Craven County, NC

U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
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corners, if shown, are approximately positioned.
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CRAVEN COUNTY. NORTH CAROLINA NO. 15
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AGENT AUTHORIZATION FORM
PROPERTY DESCRIPTION:
The City of Havelock proposes to replace an approximately 3,000-foot segment of sewer line near
East Main Street and Woodhaven Drive. Most of the sewer replacement consists of replacement of
the existing pipe in place, with a small portion of the project consisting of a new sewer route.
STREET ADDRESS: N/A -- project site is within a sewer easement
PROPERTY OWNER: City of Havelock
The undersigned, Chris McGee, Havelock City Manager, do hereby authorize
Linda Diebolt o f Hazen and Sawyer
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached, excluding any
and all financial obligations.
SIGNATORIES ADDRESS:
City of Havelock
PO Box 368
Havelock, NC 28532
Telephone: [phone]
I hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature:
Date: W6.772011.

Bivens, Kayla
From: 401 PreFile <401 [e-mail]>
Sent: Thursday, June 2, 2022 3:02 PM
To: Diebolt, Linda
Subject: Automatic reply: [External] 401/Buffer Pre -filing Meeting Request
Caution! External email — think before you click
This email confirms receipt of your pre -filing meeting request. Please retain this email for your records and
submit this documentation as part of your 401 application (PCN Application) as required by federal law. DWR
will not be able to accept your application without this federally required documentation. 401 applications
received without documentation that a pre -filing meeting request was submitted at least 30 days prior will be
returned as incomplete.
Responses to this email are not monitored.
Background
On April 6, 2022, the United States Supreme Court issued an order staying a lower court's vacatur of the
Trump Administration's 2020 "Clean Water Act Section 401 Certification Rule" ("Federal Rule"). As a result of
the United States Supreme Court order, the Trump Administration's Federal Rule has sprung back into effect.
The Trump Administration's Federal Rule imposes additional procedural requirements on applicants for 401
Certifications and on DWR's processing of those applications. One requirement is that 401 applicants must
request a pre -filing meeting request at least 30 days prior to submitting their 401 application. [40 C.F.R.
§121.4] In turn, the Federal Rule requires that applicants include documentation of their pre -filing meeting
request in their 401 Certification application. [40 C.F.R §121.1; 40 C.F.R. §121.5]. Please refer to the Federal
for more information.
Per 40 CFR §121 and §121.5, a 401 Certification application that does not include the required pre -filing
meeting request documentation does not constitute a "certification request." As a result of the reinstatement
of the Trump Administration's Federal Rule, all 401 applications received after April 6, 2022 that do not have
documentation that a pre -filing meeting request was submitted at least 30 days prior to submittal of a 401
Certification application will be returned as incomplete.
If you need to contact 401/Buffer Permitting Staff, please use the following link(s) to access of staff contact
list(s).
For Non -Transportation Central Staff:
https://deq.nc.gov/about/d ivisions/water-resources/water-q uality-permitting/401-buffer-permitting/401-
buffer-permitting-contacts
i

For Non -Transportation Regional
Staff: https://edocs.deq.nc.gov/WaterResources/DocView.aspx?dbid=0&id=2162034&cr=1
For all Transportation Projects Including NCDOT Projects:
https://deq.nc.gov/a bout/divisions/water-resources/water-resources-permits/transportation-
pe rm itt i ng/staff-contacts

CITY OF HAVELOCK
HAVELOCK, NORTH CAROLINA
•
HIGHWAY 70 SEWER REPLACEMENT PROJECT
HAZEN CONTRACT NO. 30906-302
APRIL 2022
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
PRELIMINARY — NOT FOR CONSTRUCTION

KEY MAP
KEY MAP
INDEX OF DRAWINGS
--
.0
_.'1i,��.
FONTANA
I
N
APPROX APPROXIMATE JB JUNCTION BOX SAN SANITARY
ASPH ASPHALT JCT JUNCTION SCH SCHEDULE
JT JOINT SD STORM/SITE DRAIN
BLDG BUILDING SERV SERVICE
BM BENCH MARK L LENGTH/ANGLE SF SQUARE FEET
BOG BACK OF CURB LF LINEAR FEET SS SANITARY SEWER
BOT BOTTOM LG LONG SST STAINLESS STEEL
BV BALL VALVE LP LIGHT POLE/ ST STREET
LIQUID PROPANE STA STATION
CB CATCH BASIN STD STANDARD
CI CAST IRON PIPE MH MANHOLE STL STEEL
CL CENTERLINE MIN MINIMUM
CO CLEANOUT MISC MISCELLANEOUS TBM TEMPORARY BENCH MARK
CONC CONCRETE MJ MECHANICAL JOINT TC TOP OF CURB
CP CONCRETE PIPE TECH TECHNICAL
TEL TELEPHONE
NA NOT APPLICABLE TEMP TEMPORARY
DIA DIAMETER NPW NON POTABLE WATER
DIM DIMENSION NTS NOT TO SCALE TES TOP OF SLAB
DIP DUCTILE IRON PIPE TOW TOP OF WALL
DWG DRAWING OC ON CENTER TYP TYPICAL
OD OUTSIDE DIAMETER
EL OR ELEV ELEVATION OVHD OVERHEAD UG UNDERGROUND
EOP EDGE OF PAVEMENT PP POWER POLE
EXOLEC EDGE OF ELECTRIC/ELECTRICAL UTIL UTILITY
EX OR EXIST EXISTING PSF POUNDS PER SQUARE FOOT VERT VERTICAL
PSI POUNDS PER SQUARE INCH
FH FIRE HYDRANT PV PLUG VALVE W/ WITH
FM FORCE MAIN PVC POLYVINYL CHLORIDE W/L WATER LINE
FT FEET pW T PAVEMENT
POTABLE WATER W/O WITHOUT
WV WATER VALVE
QTV QUANTITY
GV GATE VALVE YD YARD
YR YEAR
HORZ HORIZONTAL RCP REINFORCED CONCRETE PIPE
HWY HIGHWAY RED REDUCER
HYD REINF REINFORCING
HYDRAULIC
REM REMOVE
READ REQUIRED
ID INSIDE DIMENSION REST RESTRAINED
IN INCH
INV INVERT RR RAILROADRIG
RW RAW WATER
R/W RIGHT OF WAY
DRAWING DESCRIPTION
NUMBER
GENERAL
COVER
G-01
KEY MAP AND DRAWING INDEX
CIVIL
C-01 STATION 0+00 TO 8+00
C-02 STATION 8+00 TO 16+00
C-03 STATION 16+00 TO 24+00
C-04 STATION 24+00 TO 30+81
DETAILS
D-01 DETAILS
D-02 DETAILS
.�\0N MUST
.kfi��t\CITY
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LEGEND
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EXISTING PROPOSED
SANITARY SEWER
W
- WATER LINE %\ SANITARY MANHOLE (SSMH)
SD- `J
STORM DRAIN
GRAVITY SANITARY SEWER (SS)
GAS- NATURAL GAS
5
1 I 2.
C-03 \ �5t
)P,(Ofc
'�
OHC- OVERHEAD COMMUNICATIONS CENTERLINE
OHE
OVERHEAD ELECTRIC PROPOSED ITEM
--- 15 --- MAJOR CONTOUR
MATCHLINE
--- 13 --- MINOR CONTOUR
X FENCE - LOD - LIMITS OF DISTURBANCE
BUILDINGS SF-
- SILT FENCE
I I I I RAILROAD -
__- PROPERTY LINE
EASEMENT
TPF
%
- TREE PROTECTION FENCE
INLET PROTECTION
__ _-
-�-- __
j�
'1 " ,Q0.4
/
sr
-- - I
OJ
/ / / / / / ABANDONED/DEMOLITION
L:
���,� .I
CONSTRUCTION ENTRANCE
OSANITARY SEWER MANHOLE
FH FIRE HYDRANT
W
WATER VALVE
CATCH BASIN
GM
D4 GAS VALVE
O WER MANHOLE
LIGHT POLE
LIGHT POLE
GUY WIRE
® GREASE TRAP
TREE
SIGN=iii
EIP EXISTING IRON PIPE
BENCHMARK
--
\
C-04 \\ \\ .ice
'' ...ow"
S� \ROAD
y
o N-
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-
\
- // /
KEY MAP
ASPHALT
CONCRETE
GUARDRAIL
SCALE: 1"= 200'
PROJECT
ENGINEER: N. JOHNSON
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
CITY OF HAVELOCK
HAVELOCK, NORTH CAROLINA
KEY MAP AND DRAWING INDEX
DATE:
DESIGNED BY: K. HANSON
Hazen
HAZEN NO.: 30906-302
DRAWN BY:
CONTRACT NO.: 1
HIGHWAY 70 SEWER OUTFALL PROJECT
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA 27607
LICENSE NO.: C-0381
CHECKED BY: ---
DRAWING
NUMBER:
G-01
IF THIS BAR DOES NOT 0 1/2" 1'
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
REV
ISSUED FOR
DATE
BY

NOTES:
REPLACE EXISTING MH, TYP
TREE PROTECTION FENCE, TYP.
C-31-0404
20
10
0
-5
-0+200+00
`
j \\�� ll,,\ '
i/ \\I ll/
// iI
�i
RECEIVING PIT _SSMH - 1� ' i'''
2
/1
Algal
���
L/7
l
LOCATE AND REDIRECT ` ^i-
:: SERVICE LINE TO SSMH-4
.:' LAUNCH PIT T J\•t
SEE NOTE \
RECEIVING PIT °•
SSMH-5
EXISTING SS TO BE ABANDONED
-TG253 (4'0)
PLAN
SCALE: 1"=40'
STA 4+562 • •; ::. • : a: '.'
RIM: 1388's::.•�;'�'
INV IN: 10.52 (4' PVC) (NE)
INV IN: 7.93 (8' PVC) (SE)
INV OUT: 7.85 (8' PVC) (NW)::
1 �d // *NOW OR FORMERLY
i 115 E MAIN Si
PARCEL HD: aaa,a40
STA 5+64 \ \
RIM: 10.96 •
INV IN: 0.74 (10" DIP) (NW)
INV OUT: 0.60 (10" DIP) (SE)
SEE NOTE 2 LAUNCH PIT
SILT FENCE, TYP.
C-31-0400
0
10+00
: 4.50
IN: -2.41 (18" PVC) (E)
OUT: -2.51 (8" DIP) (N)
OUT: -2.45 (15' PVC) (S)
NTH �1 (4'011 1 1 1
3
I I
11
I I ,-
2.16 (18" PVC) (SE)]
1.10(8" PVC)(E)
-2.21 (18" PVC) (N)
B
M
2
18
08
.0.17 (4" PVC) (W)
.0.17 (4" PVC) (NE)
.1.80 (18" PVC) (S)
1: -1.85 (18" PVC) (N)
i -0 10 rq
,4+34
: 12.62
IN: -1.60 (18" PVC) (SW)
IN: 7.32 (8" PVC) (SE)
OUT: -1.65 (18" PVC) (N)
5+65
: 11.48
IN: -1.38 (18" PVC) (SE)
IN: 0.44 (10" DIP) (NW)
OUT: -1.43 (18" PVC) (NE
1.99 (18" PVC) (1
f: -2.04 (18" PVC
ID
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—
7
2
c0
c0
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MAIN ST
(HWY
70)
0)
/
U
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EXISTING
GRADE
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LF 18"
PVC @
116 LF
18'PVC
@013%
0
131
LF 18"PVC
@0.13
—
267
LF 18"PVC
@ 0.13%
94 LF
18"PVC @0.134
I 91 LF 18"
PVC @0.13%
111
.13A
r
i
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—
—
123LF
ACK AND
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I
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86LF JACK AND BORE
L
1
L
1
I
1
23JF 18" PVC @ 013'
MIIN 421"O CASING1 1
1+00
2+00
3+00
PROFILE
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
4+00
5+00
6+00
7+00
20
10
0
8+00
5
1. REPLACE EXISTING CORAL AND CONCRETE WALL TO
MATCH EXISTING CONDITIONS.
2. SSMH-A TO BE A DOGHOUSE STYLE MANHOLE
INSTALLED FOR BYPASSING DURING
CONSTRUCTION. ONCE CONSTRUCTION IS
COMPLETE, CONTRACTOR TO REPLACE SECTION OF
PIPE BETWEEN SSMH-A AND SSMH-6 WITH PVC TO
MATCH EXISTING DIAMETER.
.00N MUST
Yc
%LITY
W
t'
Q
j
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
CALL 811
OR
1-800-632-4949
HORIZONTAL SCALE: 1" = 40'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
N.JOHNSON
DESIGNED BY: K. HANSON
DRAWN BY:
CHECKED BY:
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
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
HAVELOCK, NORTH CAROLINA
HIGHWAY 70 SEWER OUTFALL PROJECT
SANITARY SEWER REPLACEMENT
PLAN AND PROFILE
STATION 0+00 TO 8+00
DATE: APRIL 2022
HAZEN NO 30906-302
CONTRACT Na:
DRAWING
NUMBER:
C - 0 1
REV
ISSUED FOR
DATE
BY

it
0.
LOCATE AND REDIRECT
SERVICE LINE TO SSMH-7
F‹ mFr NTI
m 9�m . $
1 O F9
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20
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SSMH-7
NEW SS MH, TYP
0
O
0_
O'PEREEM
10'TEMPOMANENTRggASy EASEMENT
SSMH - B (4'0)
STA 10+20
RIM: 1.46
INV OUT: -0.68 (8" DIP) (W)
NEW 8" SS f
EXISTING SS TO BE ABANDONED
\Lop
RECEIVING PIT
SSMH-8
RAILROAD RNV
SILT FENCE, TYP. -
C-31-0400
- NEW 18" SS
REPLACE IN PLACE
SALTER PNAHEFUND, INC.
PLAN
SCALE: 1"=40'
TREE PROTECTION FENCE, TYP.
C-31-0404
REPLACE EXISTING MH, TYP
RI RICHSntl PHILLIPS
PARCEL 10:5-051.9
O
O
CONSTRUCTION ENTRANCE, TYP.
C-31-0490
8" PVC (BEING REPLACED
AS PART OF ANOTHER
HAZEN PROJECT)
I Z
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MIN 420CASING
r
,
8+00
9+00
10+00
11+00
12+00
PROFILE
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
13+00
14+00
15+00
20
10
0
5
16+00
\0N MUST
cs,.
CITY
W
Q O
j
BEFORE YOU DIG!
CONTACT ONE —CALL CENTER
CALL 811
OR
1-800-632-4949
HORIZONTAL SCALE: 1" = 40'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
N. JOHNSON
DESIGNED BY:
K. HANSON
DRAWN BY:
CHECKED BY:
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
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
HAVELOCK, NORTH CAROLINA
HIGHWAY 70 SEWER OUTFALL PROJECT
SANITARY SEWER REPLACEMENT
PLAN AND PROFILE
STATION 8+00 TO 16+00
DATE:
APRIL 2022
HAZEN NO 30906-302
CONTRACT Na:
DRAWING
NUMBER:
C-02
REV
ISSUED FOR
DATE
BY

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G97
UTL vTs",-Z`1 t:6
SILT FENCE, TYP.
C-31-0400
TREE PROTECTION FENCE, TYP.
C-31-0404
PLAN
SCALE: 1"=40'
STALLN4ZOFFelig%12E CO INC
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NEW 18" SS
REPLACE IN PLACE —3-
STALL INCS"°14O.,1 FF°I7F:MOIRE CO INC
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•
223
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18"
PVC
@0
13
16+00
17+00
18+00
19+00
20+00
PROFILE
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
21+00
22+00
23+00
30
20
10
0
24+00
\ON MUST p YF
�31 CITY
C., T•n yY
Q O
j
BEFORE YOU DIG!
CONTACT ONE —CALL CENTER
CALL 811
OR
1-800-632-4949
HORIZONTAL SCALE: 1" = 40'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
N.JOHNSON
DESIGNED BY:
DRAWN BY:
CHECKED BY:
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
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
HAVELOCK, NORTH CAROLINA
HIGHWAY 70 SEWER OUTFALL PROJECT
SANITARY SEWER REPLACEMENT
PLAN AND PROFILE
STATION 16+00 TO 24+00
DATE: APRIL 2022
HAZEN NO.:
30906-302
CONTRACT Na:
DRAWING
NUMBER:
C-03
REV
ISSUED FOR
DATE
BY

30
20
10
0
G99 \
G100
SILT FENCE, TYP.
C-31-0400
TREE PROTECTION FENCE, TYP.
C-31-0404
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PLAN
SCALE: 1"=40'
. REPLACE EXISTING MH
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REPLACE IN PLACE
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ING
GRADE
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LF 18"PVC @0.13%
274
LF
18" PVC
@0
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202
LF 1
8" PVC
@0
13%
-L
24+00
25+00
26+00
27+00
PROFILE
28+00
HORIZONTAL SCALE: 1"=40'
VERTICAL SCALE: 1"=4'
29+00
30+00
30
20
10
0
31+00
SEE CONSTRUCTION
ENTRANCE MAP, THIS SHEET
CONSTRUCTION ENTRANCE MAP
SCALE: N.T.S.
TEMPORARY
CONSTRUCTION
ENTRANCE
LIMITS OF DISTURBANCE FOR
CONSTRUCTION ACCESS
\ON MUST /F
�.3.A5 \LITY R7.q��
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Q
j
BEFORE YOU DIG!
CONTACT ONE —CALL CENTER
CALL 811
OR
1-800-632-4949
HORIZONTAL SCALE: 1" = 40'
40 20 0 40'
4 2 0 4
VERTICAL SCALE: 1"=4'
PROJECT
ENGINEER:
N. JOHNSON
DESIGNED BY:
K. HANSON
DRAWN BY:
CHECKED BY:
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
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
HAVELOCK, NORTH CAROLINA
HIGHWAY 70 SEWER OUTFALL PROJECT
SANITARY SEWER REPLACEMENT
PLAN AND PROFILE
STATION 24+00 TO 30+81
DATE:
APRIL 2022
HAZEN NO.:
30906-302
CONTRACT Na:
1
DRAWING
NUMBER:
C-04
REV
ISSUED FOR
DATE BY

date: 5/31/2022 3:09 PM
DETAILS Saved by JBA
W
COMPACTED
BACKFILL
SELECT BACKFILL
MATERIAL (NO
MATERIAL LARGER
THAN 2")
TYPE A
IN EARTH
C-01-0100
TYPICAL CONTRACTION JOINT
48' MAX SPACING BETWEEN
1/2" EXPANSION JOINTS
4" THICK CONCRETE WALK
4'
2`
1
FOR ASPHALT PAVEMENT OVER CONCRETE
CONCRETE - MATCH
EXISTING, 6" MIN
AGGREGATE BASE
COURSE, MATCH
EXISTING, 6" MIN
1/2" EXPANSION JOINT MATL
REQUIRED WHEN WALK ABUTS
RIGID STRUCTURES
WHEN WIDTH OF SIDEWALK, PAD, ETC
EXCEEDS 6', LONGITUDINAL CONTRACTION
JOINTS SHALL BE PLACED AS REQUIRED
TYPICAL CONCRETE WALKWAY
C-32-0520
CUT BACK EXIST
SURFACE COURSE
6" MIN FROM BASE
SLOPE ASPHALT SURFACE
COURSE, 2" MIN
EXIST SURFACE TACK COAT
ASPHALT BASE
TACK COAT \ / / / COURSE, 3.5" MIN
COURSE
VARIES, SEE
PLAN FOR WIDTH TYPICAL TRENCH
1/2 S
ASPHALT SURFACE
COURSE, MATCH
EXISTING, 1.5" MIN
rCOMPACLTED
I BACKFIL
FOR ASPHALT PAVEMENT
L
W
NEW ASPHALT PAVEMENT
SEE
C-32-0550
CUT BACK EXIST BASE
COURSE 12" MIN
AGGREGATE BASE COURSE
EXIST BASE COURSE
TYPICAL PAVEMENT JUNCTION
C-32-0556
SEE NOTE 1
C-01-0106
z
5
NOTES:
EXISTING PAVEMENT
ASPHALT BASE
COURSE, 3" MIN
AGGREGATE BASE
COURSE, MATCH
EXISTING, 6" MIN
TYPE I SEPARATOR
GEOTEXTILE
1. SEE C-01-0107 FOR TRENCH
WIDTH, "W" VALUES.
2. SEE C-01-0100 THRU
C-01-0105 FOR PIPE BEDDING
DETAILS.
FLOW CHANNEL BENCH -SLOPE UP
FROM CHANNEL 1/2" PER FT
MANHOLE STEPS AT 16" OC
PRECAST MANHOLE
MANHOLE PLAN
C-33-0600
TRENCH EXCAVATION LIMITS
INTERNAL
W
DIAMETER
WIDTH OF TRENCH
OF PIPE
MAX
W=MIN
8"-10"
3'-9"
2•-2"
12"
3'-9"
O.D +2'
14"-16"
4-2"
O D +2'
18"
4-4„
OD+2'
20' 21"
4'-8"
O D +2'
24"
4'-11"
O.D+2'
27"
5'-9"
O.D+2'
30"
6'-7"
O.D+2'
36"
7'-4"
O.D+2'
42"
8'-2"
O.D+2'
48"
8'-9"
O.D+2'
54"
9'-0"
O.D+2'
60"
9'-10"
O.D+2'
72"
11'-0"
O.D +2'
78"
11.-8"
O.D +2'
84"
12'-0"
O.D+2'
90"
12'-6"
O.D +2'
96"
13'-0"
O.D+2'
108"
14'-0"
O.D+2'
DEPTH
S
OF
MAXIMUM PAVEMENT
CUT
REPLACEMENT WIDTH
0-6'
S=W+4'
>6-8'
S=W>8'
>8-10'
S=W+12'
>10-12'
S=W+16'
>12-14'
S=W+20'
>14-16'
S=W+24'
>16-18'
S=W+28'
>18'
S=W+32'
W =TRENCH WIDTH AT BOTTOM OF
PIPE. TRENCH SIDE SLOPES SHALL
BE IN ACCORDANCE WITH OSHA
REQUIREMENTS.
C-01-0107
FLEXIBLE RUBBER SLEEVE
W/ SST STRAP, TYP
MIN
PROPOSED PIPELINE OVER EXIST PIPE
MANHOLE COVER AND
FRAME (SEE SPECS)
MANHOLE STEPS AT 16" OC
SLOPE 1/2" PER FT
CLASS 'B' CONCRETE FILL
COMPACTED CRUSHED
STONE
FLOWABLE FILL FULL TRENCH
WIDTH (NO ENCASEMENT
REQUIRED FOR SPACE GREATER
THAN 12")
CL PROPOSED
PIPELINE
6" MIN
12" MAX
CL EXIST
PIPE
CL PROPOSED
PIPELINE
1 THICK COMPRESSIBLE
JOINT FILLER MATERIAL
C-01-0120
PIPE 6
CL EXIST
PIPE
6" MIN
12" MAX
PROPOSED PIPELINE UNDER EXIST PIPE
MANHOLE SECTION
C-33-0601
GROUT AS REQUIRED
GRADE RING AS REQUIRED
4" THICK MAX (2) PER
MANHOLE.
FLOW CHANNEL
BENCH
FLEXIBLE RUBBER
SLEEVE BOOT
SST CLAMP
PAMM �""
�y46
PROJECT
ENGINEER:
N. JOHNSON
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
CITY OF HAVELOCK
HAVELOCK, NORTH CAROLINA
DETAILS
DATE: APRIL 2022
HAZEN NO.: 30906-302
CONTRACT NO.:
1
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
HIGHWAY 70 SEWER OUTFALL PROJECT
D-01

8'-0" MAX
VARIABLE AS DIRECTED BY THE ENGINEER
: 6/10/2022 10:19 AM
2 DETAILS Saved by AMARC
LINE WIRES
U'
z 3
y �
x p
w �
EXISTING
ROADWAY
8'-0" MAX
x
ELEVATION
SILT FENCE
STEEL POST
TOP STRAND
STAY WIRES
GALV WIRE FABRIC
AND SILT FENCE
MATERIAL. BURY TOE
OF MATERIAL FABRIC A
MIN OF 8"
BOTTOM STRAND
GRADE LINE
MIN
SECTION
SILT FENCE
NOTE:
1. EXTRA STRENGTH SILT FENCE MATERIAL (AS APPROVED BY
ENGINEER) WITH 6'-0" POST SPACING DOES NOT REQUIRE MESH
SUPPORT FENCE.
2. SILT FENCE MATERIAL SHALL BE WIRED DIRECTLY TO POST.
50'-0" MIN
X X
\\ o 725. TnooSoo 0 0t
0 8w
2" - 3" COARSE
AGGREGATE
og
S 000 ooSo 0 000
oG
PLAN
35'-0" MIN
C-31-0400
NOTES:
1. `SILT FENCE SHOULD BE INSTALLED TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE
TRAVELING OVER THE STONE, THEN THE TIRES OF
THE VEHICLE MUST BE WASHED BEFORE
ENTERING THE PUBLIC ROAD OR THE LENGTH OF
THE CONSTRUCTION ENTRANCE EXTENDED.
3. MAINTENANCE: ADD ADDITIONAL STONE AND
"FLUFF" TOP DRESSING WITH 2" STONE.
15'-0" MIN
NEW CONSTRUCTION
io8`bo�8o� _
[a"':'700 0 � �0000 g8o8o80�0 oS88 aoo8o��08 �� al ��
1111 ��� � IIIII- ' 11 IIIII=III=
HP TYPE II SEPARATOR GEOTEXTILE
CROSS SECTION
SEE N.C. DENR EROSION AND SEDIMENT CONTROL
PLANNING and DESIGN MANUAL FOR CONDITIONS
WHERE PRACTICE APPLIES; PLANNING
CONSIDERATION & DESIGN CRITERIA.
GRAVEL ENTRANCE/EXIT
C-31-0490
nr
SIDE VIEW
STEEL POST
WOVEN WIRE FABRIC
WARNING SIGN
MIN 10 GAUGE
LINE WIRES
TREE PROTECTION AREA
DO NOT ENTER
WARNING SIGN DETAIL
-11111=IIIII
11111
)111
TREE PROTECTION AREA
■I I ----
DO NOT ENTER I■
■■■■■■■■
011,
r
IIIII=IIIII=IIIII I I=IIII=III =IIIII=IIIII—IIIII=IIIII=IIIII=IIIII—IIIII I I I IIIII IIIII
ORANGE, UV RESISTANT k I: t IIIII
HIGH -TENSILE STRENGTH
III POLY -BARRICADE FABRIC, TYP
FRONT VIEW
NOTE: FOR TREE PROTECTION ONLY
NOTES:
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF
MATERIAL.
2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE, AND SPACED
AS DETAILED.
3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
ON CENTER THEREAFTER.
4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER,
PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF
PROJECT.
TREE PROTECTION FENCE
C-31-0404
SILT
LADEN
RUNOFF
ROADWAY
GRATE INLET
FILTER BAG BETWEEN
FRAME AND GRATE
CATCH BASIN INLET
NOTES:
1. IN PAVED AREAS, USE FILTER BAG FOR INLET PROTECTION (NO MESH, BOX STONE REQUIRED).
2. FILTER BAG SHALL BE MANUFACTURED FROM A WOVEN POLYPROPYLENE GEOTEXTILE AND
SEWN BY A DOUBLE NEEDLE MACHINE USING A HIGH STRENGTH NYLON THREAD.
3. BAG SHALL BE SILTSACK® BY ACE ENVIRONMENTAL, OR EQUAL, AS APPROVED BY THE
ENGINEER.
MAINTENANCE REQUIREMENTS:
1. INSPECT GRATE AND BAG ON A WEEKLY BASIS AND AFTER EACH RAINFALL EVENT PRODUCING
INCH OR MORE OF RAIN. ANY DEBRIS OR SEDIMENT VISIBLE SHALL BE REMOVED IMMEDIATELY.
2. DAMAGE TO THE BAG SHALL BE REPAIRED IMMEDIATELY.
3. WHEN THE RESTRAINT CORD IS NO LONGER VISIBLE, THE BAG IS FULL AND SHOULD BE EMPTIED.
4. USE 1" DIAMETER REBAR TO SLIDE THROUGH THE LIFTING LOOPS/POCKETS ON EACH SIDE OF THE
BAG TO FACILITATE LIFTING.
5. REMOVE SEDIMENT FROM BAG AND DISPOSE OF OFF -SITE IN ACCORDANCE WITH ALL STATE AND
LOCAL REGULATIONS.
BELOW GRADE INLET PROTECTION
C-31-0418
PLASTIC OR
WIRE TIES
IIII=III
1111
MIN 121/2 GAUGE
INTERMEDIATE
WIRES, TYP
GRADE
PROJECT
ENGINEER:
N. JOHNSON
DESIGNED BY:
DRAWN BY:
CHECKED BY:
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
4011 WESTCHASE BOULEVARD, SUITE 500
RALEIGH, NORTH CAROLINA27607
LICENSE NO.: C-0381
CITY OF HAVELOCK
HAVELOCK, NORTH CAROLINA
DETAILS
DATE:
APRIL 2022
HAZEN NO.:
30906-302
CONTRACT NO.:
1
DRAWING
NUMBER:
REV
ISSUED FOR
DATE
BY
IF THIS BAR DOES NOT 0 1/2" 1"
MEASURE 1" THEN DRAWING
IS NOT TO FULL SCALE
HIGHWAY 70 SEWER OUTFALL PROJECT
D-02