19980621 Ver 1_COMPLETE FILE_19980706

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 8, 1998
Craven County
WQC 401 Project # 980621
APPROVAL of 401 Water Quality Certification
City of Havelock
PO Box 368
Havelock, NC 28532
Dear Sirs:
You have our approval, in accordance with the attached conditions, to place fill material in 1.23 acres of wetlands or
waters for the purpose of constructing a leave in sewer line at US 70 and NC 10, as you described in your application
dated July 6, 1998. After reviewing your application, we have decided that this fill is covered by General Water Quality
Certification Numbers 3101 and 3112. In addition, you should get any other federal, state or local permits before you go
ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge
and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA permit
expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application for a new certification. If the property is
sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying
with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation
may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions
listed in the attached certification.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must
act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
-Chapter 150B-ofthe-North Carolina General Statutes-to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you
have any questions, please telephone John Dorney at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington DWQ Regional Office
Mr. John Dorney
Central Files
John Parker; DCM
Hazen and Sawyer
Sincer
P esto owJd4,J )FEK
.
9 80621.1tr
Division of Water Quality - Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone]
FAX [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: City of Havelock
2. LOCATION OF PROJECT SITE: Adjacent to US Hwy 70 and Hwy 101, Slocum Creek, City of
Havelock, Craven County
Photo Index - 1989: N/A 1984: N/A 1995: 69-760 Q-22 Q [ Q
State Plane Coordinates - X: 2627200 Y: 419000
JUL - 6 w8 ;
3. INVESTIGATION TYPE: CAMA only
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 5-21-98 & 6-9-98
Was Applicant Present - yes
5. PROCESSING PROCEDURE: Application Received - 6-10-98, revised 6-22-98
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - City of Havelock elected not to include Cherry Point Marine Corps Base
in their LUP
Land Classification From LUP - N/A
(B) AEC(s) Involved: PT
(C) Water Dependent: No
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - City of Havelock
Planned - Expand existing system
(F) Type of Structures: Existing - gravity sewer and associated man holes
Planned - additional gravity sewer and associated man holes
(G) Estimated Annual Rate of Erosion: none
Source - personal observation
7.

HABITAT DESCRIPTION:
[AREA]
DRFDaFD FIT,T,FD OTHER
(A) Vegetated Wetlands
404 wetlands (gravity sewer)
54,000 s q. ft.
(B) Non-Vegetated Wetlands
Public Trust Area (sewer line 38 sq. ft
crossing creek)
° Other
8.
(D) Total Area Disturbed: 54038 sq. ft.
(E) Primary Nursery Area: No
(F) Water Classification: C Sw NSW Open: No
PROJECT SUMMARY: The City of Havelock is proposing to upgrade their sewer system by adding
another gravity sewer line with associated man holes.
FIELD INVESTIGATION REPORT:
City of Havelock/Craven
PAGE #2
9. NARRATIVE DESCRIPTION:
Project Setting
The city of Havelock currently provides public water and sewer to its residents. Over the
years tho,:Vresent sewage collection system has become inadequate to handle peak flows. The
city is proposing to add an additional collection line serving the eastern part of the town.
Additional lines may be required in other parts of he town at a later date but are not included
in this project. The present sewer collection system consists of a combination of force mains
and gravity lines. From highway 101 north to the sewage treatment plant is a gravity line.
This line travels on the east side of the East Prong of Slocum Creek for a few hundred feet
then crosses the creek and continues on the west side of the creek to the existing sewage
treatment plant.
Project Description
The city of Havelock is proposing to upgrade their sewage collection system by adding an
additional sewer line to eliminate the deficiencies of the existing force main and gravity
system. Approximately 1,800 linear feet, eighteen inch ductile iron gravity sewer would be
installed parallel to the East Prong of Slocum Creek. This line would be installed through
`404' wetlands vegetated mainly with gum, myrtle, reed, poison ivy and fresh water juncus.
The line would be trenched in with a backhoe parallel to the existing line. The sewer line
would begin near the existing man hole cross from Parker Ford on the north side of Highway
101 and would follow along the east side of the East Prong of Slocum Creek for a distance of
approximately 315' then turn and cross the creek. The creek is approximately 25' in width at
the proposed crossing. The line would continue on the west side of the creek to the existing
sewage treatment plant. The East Prong of Slocum Creek is an Inland Water and classified C,
Sw and NSW at the project site. An additional force main line would also be installed near the
Stonebridge Pump Station in order to relieve some of the demand on the existing lines during
peak flow periods.
ANTICIPATED E%1PACTS: Since the East Prong of Slocum Creek is an Inland Water, there
is no CAMA Estuarine Shoreline jurisdiction. The land disturbing activities associated with
the installation of the gravity sewer would impact approximately 54,000 sq. ft. of `404'
wetlands. The pipe where it crosses the creek would be supported by pilings on both banks of
the creek with no pilings in the creek itself. The disturbed areas near the creek will be
stabilized to prevent any runoff into adjacent surface waters. The pipe crossing the creek will
be installed approximately 6"-24" below the NWL which is the same elevation as the existing
pipe. The pipe should not cause any more interference to navigation than the existing pipe..
Although the water depths at the project site indicate that the area is navigable it does not
appear to be used much for these purposes. The proposed force mains serving the Stonebridge
Pump Station would be installed in the highway right-a-ways and would not be subject to the
CAMA permit process due to the fact that it is not located within any AEC. The proposed
improvements would not increase the existing flow capacity of the present sewage treatment
facility but would only help alleviate some of the deficiencies of the existing system during
peak flow periods.

.,
Form DCM-MP-1
APPLICATION.,
(To be completed by all applicants)
b. City, town, community or landmark
1. APPLICANT Have 1 o r k
c. Street address or secondary road number
a. Landowner: (Easement or encroachment) US 70 and Hwy 101
Name City of Havelock
d. Is proposed work within city limits or planning
jurisdiction? x Yes No
Address P.O. Box 368
City
Havelock
State NC
Zip Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name _Hazen and Sawyer, P.C.
Address «011 WestChase Blvd.
City _ Raleigh State NC
Zip 27607 Day Phone [phone]
Fax [phone]
c. Project name (if any) Force Main and
Gravity Sewer
NOTE: Pent will be issued in name of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
} PROJECT
a. County raven
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Slocum C r e e k
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or filling activities.
Trench excavation foi^ a oravity sewer
to cross Slocum Creek. Grade 'Co be
returned to original after pipe
installation.
b. Is the proposed activity maintenance of an existing
project, new work, or both? both - Para 1 1 e;
interceptor installed to match grade f
c. Will the project be for public, private or comm'e'& it
use? nub 1 i c
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
additional pages.
See text description attached.
Revised 43/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
m. Describe existing wastewater treatment facilities.
City of Havelock Municipal System.
See attached description.
a. Size of entire tract 1.24 ac (construction area) n.
b. Size of individual lot(s)
c. Approximate elevation of tract above MHW or
NWL 1 to 5 feet
d. Soil type(s) and texture(s) of tract
Silty sand with organics
e. Vegetation on tract light brush, trees
f. Man-made features now on tract
Existing interceptor
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
*No l acid use plan
Conservation
Developed
Rural
h. How is the tract zoned by local government?
No zoning for KIAS property
N/A
for MCAS property.
Transitional
Community
Other
i. Is the proposed project consistent with the applicable
zoning? Yes No
(Attach zoning compliance certificate, if applicable)
j•
Has a professional
done for the tract?
If yes, by whom? -
archaeological assessment been
Yes X No
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes _X No
1. Are there wetlands on the site? x Yes No
Coastal (marsh) Other X
If yes, has a delineation been conducted? No
(Attach docunwntation, if available)
Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
No discharge from the project.
o. Describe existing drinking water supply source.
5. ADDITIONAL INFORMATION
In addition to the completed application form,- the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view,
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by I V white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for' a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army,- Corps of
Engineers regarding that agency's use of larger,
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Revised 03/95
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
m. Describe existing wastewater treatment facilities.
City nt Hayplork Municipal System.
see attached description.
a. Size of entire tract 1.24 ac (construction area) n.
b. Size of individual lot(s)
N/A
C. Approximate elevation of tract above MHW or
NWL 1 to 5 feet
d. Soil type(s) and texture(s) of tract
-Silty sand with organics
e. Vegetation on tract light brush, trees
f. Man-made features now on tract
Existing interceptor
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the local land we plait.)
*No l and use plan for KIMIS roperty.
Conservation transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
No zoning for MCAS property
i. Is the proposed project consistent with the applicable
zoning? Yes No
(Attach zoning compliance certificate, if aPplicable)
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
k. Is the project located in a National Registered
Historic District or does it involve a National
Register listed or eligible property?
Yes X No
1.;, Are there wetlands on the site? ? Yes No
Coastal (marsh) Other X
If yes,..has a delineation been conducted? No
(Attach documentation, if available)
Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
down" and residential discharges.)
No discharge from the project.
o. Describe existing drinking water supply source.
INIn
5. ADDITIONAL INFORMATION
In addition to the completed application form,_ the
following items must be submitted:
• A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 71.020' for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detailed to
guide agency personnel unfamiliar with the area to the
orm DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the name and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name vl,,r,? Ch erry rv?nt:
Address Cherry Point, N.C.
Phone AI A_A CC_A'7C'3
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Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Act (N.C.G.S. 113A - I to
10) If the project involves the expenditure of public
funds or use of public lands, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in ' response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of -the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is the 24 day of ANr 1 i , 19 0-0 .
Print Name moos"eNi`i n. uu iiar?
11 1 1 ' -
Signature
r or Authorized Agau
Please indicate attachments pertaining to your proposed
project.
DCM MP-2
_ DCM MR3
_ DCM MP-4
- DCM MP-5
_ DCM MP-6
Excavation and Fill Information
Upland Development
Structures Information
Bridges and Culverts
Marina Development
NOTE: Please sign and date each aaachrnent in the
space provided at the borrom of each form.
MAY 2 9 1998
Revised 03195
% Form DCM-MP-2
EXCAVATION
AND -FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete. all
other sections of the Joint Application that relate to this
proposed project.
Describe below the purpose of proposed excavation or
fill activities. All values to be given in feet.
Average Final
Existing Project
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
.shoreline
stabilization)
Pipeline

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l:x.:l'iih?? ?"`?•v.•::4;n:{:::job.

1,800 30 See att ched
drawin ?s.
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards NSA
b. Type of material to be excavated Si 1 tv sand
with organics in top layer
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? X_ Yes No
d. Highground excavation in cubic yards 1.000*
. " Temporary for pipe installation.
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area N/A
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area?
Yes No
if no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?
Revised 03/95
Form DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead Riprap
b. Length
c. Average distance waterward of MHW or NWL .
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
X Yes No
If yes,
(1) Amount of material to be placed in the
water None (below grade)
(2) Dimensions of fill area
Area under pipeline
(3) Purpose of fill Pi pe/manhol e bedding
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No
If yes,
(1) Dimensions of fill area .See above
(2) Purpose of fill See above
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? S i l t fence wi l l be
provided around the disturbed areas
adjacent to surface waters.
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Backhoe
c. Will wetlands be crassed in transporting equipment
to project site? X Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. Disturbed area for
transport will be with construction
area for the pipeline.
City of Haveloc'N'
Force Main and Gravity Sewer
Appucant r Project Name
nature
S-le 'V
Date
Revised 03/95
Form •DCM-MP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes No
f. Does the disposal include any area in the water?
Yes No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
Bulkhead Riprap
b. LenL7th
c. Averaze distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Source of information)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a.; Will fill material be brought to site?
#:. X Yes No
If yes,
(1) Amount of material to be placed in the
water done (below grade)
(2) Dimensions of fill area
Area under pipeline
(3) Purpose of fill Pi ge/manhol c bedding
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No
If yes,
(1) Dimensions of fill area See above
(2) Purpose of fill See above
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Si l t fence w i 11 be
provided around the disturbed areas
adjacent to surface waters.
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
Backhoe
c. Will wetlands be crassed in transporting equipment
to project site? X Yes No
If yes, explain steps that will be taken to lessen
environmental impacts. Disturbed area for
transoort will be with construction
area for the pipeline.
City of Havelock'
Force Main and Gravity Jewel'
Applicant r Project Name
nature
Date
Revised 03/95
City of Havelock
Project Summary
Force Main and Gravity Sewer
Gravity Sewer
Objective:
Provide improvements to the City's wastewater collection system to eliminate the
deficiencies in capacity of the 1,800 linear feet of gravity interceptor just
upstream of the wastewater treatment facility. The existing interceptor is limited
in its capacity to handle the peak wastewater flows, and surcharging periodically
occurs during peak flows.
Existing System:
The existing interceptor is a 15 inch reinforced concrete interceptor that has
been slip lined to improve its integrity. The interceptor serves the eastern portion
of the City of Havelock.
Description of Proposed Improvements
Install a parallel interceptor to increase the capacity of the system entering the
wastewater treatment plant. The proposed improvements include the installation
if a parallel 18-inch diameter gravity sewer, matching the invert of the existing
gravity line. Manholes will be installed along the pipeline at locations adjacent to
the existing manholes. Based on the Water and Wastewater Facilities Master
Plan that was completed by Hazen and Sawyer in 1996, it was estimated that the
future peak flow in the interceptor is 4.8 mgd. The combined interceptor capacity
following the completion of the project will accommodate these flows.
The pipeline will be installed using backhoe type of equipment, and the
excavation will generally be returned to original grade at the completion of work
each day. Refer to the attached drawings 7, 8, D01, D02, D03, and D04 for
additional details regarding this portion of the project.
Where the pipeline crosses East Prong of Slocum Creek, the pipe will be
installed a the same elevation as the existing pipe and will be supported by piles
located on each bank. The pile supports will be below grade. Ther will be no
supports in the flow stream. Where the bank is pnetrated, rip-rap will be installed
to reestablish grade and prevent any ersion of the bank in this area.
The project crosses wetland areas and East Prong of Slocum Creek. We have h
been advised by the US Army Corps of Engineers that this project will be ;?.''

covered by a General Permit.
The gravity interceptor is the only portion of the project that encroaches on areas "--"-
that are clearly indentifiable as wetlands or streams.
Force Main
Objective:
Provide improvements to the City's wastewater collection and transmission
system to eliminate the deficiencies in capacity of the Rose Brother's Pump
Station(RBPS) while accommodating future growth in the northwest portion of
the City.
Existing System:
The Stonebridge Pump Station(SBPS), serving the Stonebridge development
and the other service areas along US Highway 70, north of Highway 101,
discharges into the RBPS.
Currently the RBPS experiences periodic surcharging under high flow conditions.
During the high flow conditions, collection system storage is not adequate to
compensate for the deficiencies in capacity.
The SBPS experiences no problems, as its has adequate capacity to handle the
flows. Although the theoretical peak flow conditions would indicate that the firm
capacity of the SBPS is less than the total peak influent flow, the volume of
wastewater is such that the Stonebridge collection system has sufficient storage
to dampen the actual peak pumping requirements.
Description of Proposed Improvements:
The proposed improvement includes extending the SBPS force main to allow the
pump station to discharge directly into the City's wastewater treatment
plant(WWTP). The existing SBPS force main will be intercepted upstream of the
RBPS. Removing this flow from the RBPS will eliminate the capacity
deficiencies associated with this station.
The force main will be installed on the shoulder of public roads, and will not
encroach on any surface waters. Refer to attached drawings 1 through 6, D01,
D02, D03, and D04 for additional details regarding the scope of the project.

Summary
The proposed approach is designed to eliminate a current deficiencies while-----'----'
providing capacity to accommodate future flows. The current projects are not
increasing the service area of the City's wastewater system, but simply
eliminating deficiencies in the existing system.

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