19930558 Ver 1_COMPLETE FILE_19930510

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 14, 1993
Jimmie Morris, Mayor
Town of Vanceboro
P.O. Box 306
Vanceboro, N.C. 28586
Dear Mr. Morris:
ova
EMEHNR
Subject: Proposed fill in Wetlands or Waters
WWTP outfall relocation
Craven County
DEM Project # 93558
Upon review of your request for 401 Water Quality Certification
to place fill material in 198 square feet of waters which are
tributary to Swift Creek for relocation of WWTP outfall pipe located-
at US 17 & NC 43 in Craven County as described in your submittal dated
17 June 1993, we have determined that the proposed fill can be covered
by General Water Quality Certification No. 2664 issued January 21,
1992. A copy of the General Certification is attached. This
Certification may be used in qualifying for coverage under Corps of
Engineers' Nationwide Permit No. 12.
If this Certification is unacceptable to you, you have the right
to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this Certification. This request must be in
the form of a written petition conforming to Chapter 150B of the North
Carolina General Statutes and filed with the Office of Administrative
Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. Unless such
demands are made, this Certification shall be final and binding.
1786.
If you have any questions, please contact John Dorney at 919-733-
S1 ncer 1 ,
d_ ? ??~t
P Preston Howard, Jr. P.E.
93558.1tr
Attachment
cc:Wilmington District Corps of Engineers
Corps of Engineers Washington Field Office
Washington?DE'M Regional Office
Central File
John Parker, Division of Coastal Management
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper

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RECEIVED
o WASHINGTON FFICE
19931
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Coastal Management
3441 Arendell Street • Morehead City, North Carolina 28557
James B. Hunt, Jr., Governor Roger N. Schecter
Jonathan B. Howes, Secretary June 15, 1993 Director
MEMORANDUM:
TO: Mr. A. Preston Howard, P.E., Director
Division of Environmental Management
FROM: John R. Parker, Jr.
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Town of Vanceboro
Project Location: US Hwy 17 Business & NC 43, in Vanceboro, on Swift Ck, Craven Co
Proposed Project: to relocate the W.W.T.P. outfall pipe from Mauls Swamp to Swift Ck
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by July 6, 1993. If you have any questions regarding the proposed project, please
contact Jim Mercer at [phone], Ext. 220. When appropriate, in-depth comments with
supporting data is requested.
REPLY: /This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
SIGNED DATE ?d
O. Box 769 Morehead City, N . 28557 • Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer
To: John Dorney
Planning Branch
DIVISION OF ENVIRONMENTAL MANAGEMENT
CAMA/COE PERMIT APPLICATION REVIEW
WARO PROJECT # WQ SUPERVISOR: THORPE
REVIEWER: SAWYER DATE:
WE'PLAW INFORMATION FOR CENTRAL OFFICE TRACKING
PERMIT YR: 92 PERMIT NO.: COUN'T'Y:
PROJECT NAME: (y? t
PR
OJECT TYPE: ?n;ql- ? PERMIT TYPE: (/COE

COE #: DOT #:
RCD FROM CDA: DATE FROM CDA:
REG OFFICE: UUF G ?Z?5L3
RIVER AND SUB BASIN # • /?lc-!? O g
STREAM OR ADJACENT WATER BODY: i!?4„6tft4+ /1'la-?Y
CLASS: STREAM INDEX #:
OPEN OR CLOSED:
WL IMPACT: /V1 WL TYPE:
WL REQUESTED: WL ACR EST:
HYDRO CNECT?: WL SCORE:
MITIGATION: MITIGATION TYPE:
MITIGATION SIZE: G SHEET ATTACHED?
RECOMKMATION ISSUE SSUE/COND DENY HOLD
STORMWATER PLAN REQ' D : '7 IF YES, DATE APPROVED:
?-?*
PROJECT DESCRIPTION ,?,
WATER QUALITY CERT. (4 01)
CERT. REQ'D:
IF YES, TYPE : M ,
?aX% Qt.,?P
Ca ,•.
?2?4 c'-ate.
SEWAGE DISPOSAL V J
TYPE OF DISPOSAL ED•
IS RO OS EPTIC TANK ETC.)
TO BE PERMITTEDY:
( DHS, COUNTY)
IF BY DEM, IS SITE AVAILABLE AND PERMIT ISSUANCE PROBABLE:
WATER/WETLAND FILL
AREA OF FILL: WATER: / q ala Z-
AREA ---+
IS FILL ELIMINATING A SIGNIFICANT USE?
DREDGING i
AREA TO BE DREDGED : !?G $
IS DREDGING ACTIVITY EXPEC TO CAUSE A SIGNIFICANT LOSS OF
RESOURCE? /•[
IS SPOIL DISPOSAL ADEQUATELY ADDRESSED?
MARINA
ARE THE FOLLOWING ADEQUATELY ADDRESSED?
SEWAGE DISPOSAL: MARINA SERVICES:
OXYGEN IN BASIN: CLOSURE OF SHELLFISHING WATERS:
81993
CC: WaRO; Central Files; DCM Field Offices; COE Washington Office
DIVISION F ENVIRONMENTAL MANAGEMENT
MEMORANDUM
TO: Bill Moore, Environmental Engineer
Water Quality Section, WaRO
FROM: Deborah Sawyer, Environmental Technician
Water Quality Section, WaRO
SUBJECT: Dredge and Fill Reviews for Stormwater Review
Project:
Project No.: --OS??ZLc-
Date Received: Z4 ::?l
.F;nAt Date Comment:
Description of Project:
Sea- Ii #-&r'.ed
Comments:

i

?. DIVISION OF COASTAL MANAGEMENT
RECEIVED
FIELD INVESTIGATION REPORT VASHINGTON OFFICE
1. APPLICANT'S NAME: Town of Vanceboro (W.W.T.P. Expansion) ?0 1 71993
2. LOCATION OF PROJECT SITE: US Hwy. 17 Business and NC 43, in Vanceboro, on "Ai* Creek
and Mauls Swamp, Craven County
Photo Index - 1989: N/A 1984: N/A
State Plane Coordinates - X: 2553050 Y: 564200
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 5/25/93
Was Applicant Present - NO
Teleconference w/ Applicant - 5/27/93 & 6/6/93
5. PROCESSING PROCEDURE: Application Received - June 2, 1993
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Town of Vanceboro
Land Classification From LUP - Conservation/Rural
(B) AEC(s) Involved: PT
(C) Water Dependent: YES
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - Municipal Services
Planned - Expansion with effluent outfall
(F) Type of Structures: Existing - N/A
Planned Subaqueous creek crossing and outfall
(G) Estimated Annual Rate of Erosion: -0-
Source - Observation
7. HABITAT DESCRIPTION:
[AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
NO Coastal Wetlands
(B) Non-Vegetated Wetlands
Mauls Swamp & Swift Creek 208 sq. ft. 198 sq. ft.
(C) Other
Section '404' Wetlands 260 sq. ft.
(D) Total Area Disturbed: Approximately 468 sq. ft.
(E) Primary Nursery Area: NO
(F) Water Classification: 'C' Open: NO
8. PROJECT SUMMARY: The Town of Vanceboro proposes to relocate the W.W.T.P. outfall pipe
from Mauls Swamp to Swift Creek.
FIELD INVESTIGATION REPORT:
TOWN OF VANCEBORO (W.W.T.P. Expansion)
PAGE #2
9. NARRATIVE DESCRIPTION: The Town of Vanceboro has submitted a State
permit application to relocate the wastewater treatment plant's outfall pipe from its
location on Mauls Swamp next to NC 43/Hwy. 17 Business, to Swift Creek, some 600'
to the west. The project site is located in the Town of Vanceboro, Craven County,
NC.
The proposed plans involve extending the 6" effluent pipe across Mauls Swamp a
subaqueous distance of 52'. The existing outfall pipe and headwall on the south bank
will be removed. A pair of 6" iron ductal pipes will be installed side-by-side across
the stream bed in an excavated trench about 4' wide x 5' deep. The spoil material
some 35 cu. yds. of soft mud, will be trucked to a highground disposal site. The
subaqueous crossing has been designed to operate on the inverted syphoned principals.
Once the pipeline trench has been backfilled, the shoreline alignment on each side will
be covered with riprap. Rock riprap will be installed 15' long x 10' wide. As the
detailed drawing shows on Attachment #13, the riprap will extend from the top of the
bank to the creek bed. This portion of the project should displace an estimated 160 sq.
ft. of '404' wetlands dominated by sycamore trees. The riprap will occupy about 300
sq. ft. above and below the NWL in Mauls Swamp. Onsite, the '404' wetlands have
been flagged and the boundary lines illustrated on the workplat drawings Attachment
#9 and #10.
The second phase of the project is to extend the pipeline some 600' west to Swift
Creek. As the workplat shows, this section of the pipeline will parallel the north side
of Mauls Swamp. The pipeline alignment and construction easement are located on the
highground property landward of the designated wooded wetlands. A series of 4
manholes will be installed along this section of pipeline. The last 15' of the discharge
pipe and the concrete headwall are located within the '404' wetlands closest to Swift
Creek. Construction of the headwall will - require excavation of the 3' high bank and
the immediate shoreline. The concrete headwall will measure approximately 10' wide
x 6' deep. The excavated material, some 6 cu. yds., will be removed from the site.
The detailed drawings of the headwall shown on Attachment #12 indicate that the
discharge pipe will extend and terminate 2' waterward of the headwall.
The inland waters of Swift Creek are classified by the Division of Environmental
Management as 'C' swamp waters.
10. ANTICIPATED IMPACTS: The proposes outfall pipe relocation project will displace
approximately 208 sq. ft. of subaqueous creek bed and about 260 sq. ft. of Section
'404' wetlands. The project involves no coastal marsh vegetation or any other
significant estuarine resource.
PREPARED BY: JAMES L. MERCER
DATE: June 15, 1993
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A (not applicable). Items 14 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name Town of Vanceboro
Address P .0. Box 306
City. Vanceboro _ State 'r
tip 28586 Day phone [phone]
Landowner or x Authorized agent
b. Project name (if any) Vanceboro W[ITP
Expansion
c. If the applicant is not the landowner, also give the
owner's name and address.
Jimmie L Morris, Mayor
Town of Vanceboro
PO Box 306
Vanceboro NC 28586
2 LOCATION OF PROPOSED
PROJECT
Swamp with two 6" ductile iron sewer
pipes and construct effluent headwall At
Swift Creek.
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new woric, or both?
New Work
c. Will the project be for community, private, or
commercial use?
Communitv
d. Describe the planned use of the project.
To transport WWTP effluent to its
approved discharge point at Swift Creek .
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N/A__
b. Size of individual lot(s)
N/A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
N/A
d. Soil type(s) and texture(s) of tractrY /A
a. Street address or secondary road number
US Highway 17 Business e, Vegetation on tract NIA
b. City, town, community, orlandmark f. Man-made features now on tract Effluent headwall
Vanceboro NC at Mauls Swamp
c. County
Craven
d. Is proposed work within city limits or planning
jurisdiction? YeG
e. Name of body of water nearest project
Mauls Swamp and Swift
Creek
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
g. What is the CAMA Land Use Plan Classification of
the site? (Consult the local land use plan.)
X Conservation Transitional
Developed Community
-v- Rural Other
h How is the tract zoned by local government?
N/A
i. How are adjacent waters classified?
a. Describe all development activities you propose (for J.
example, building a home, motel, marina, bulkhead,
or pier). Extend existing Vznceboro [?'4?T
affluent outfall beneath rh hnttnm of Mauls
3/41
C Swamp NSW
Has a professional archaeological survey been
carried out for the tract? No If so, by whom?
iris?
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JUN O 7 1993 Jill
£Od Wa LW Z OOMMV 'F SURAXMW D4a82 :Z0 ES "LO '9o
Name
Address
Jimmie L. Morris
PO Box 306
vanceboro, NC 28586
Name Harry. S. Cotton
Address PO box 2911
New Bern, NC 26_50
Name
Address
A list of previous state or federal permits issued for
work on the project tract Include permit numbers,
permittee, and issuing dates.
None
A check for $250 made payable to the Department of
Environment , Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
4
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
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 ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further 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
project.
This is the 3rd day of February ,19_3,..
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do r or Authorized agent
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RECEI'.._D APR 8 1993 i!LI -?
V
;17
State of North Carolina
Department of Environment, Health and Natural Resources
Northeastern Region
1424 Carolina Avenue, Washington, North Carolina 27889-1424
James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary
DIVISION OF ENVIRONMENTAL MANAGEMENT
7 April 1993
Mr. Jimmie :... Morris
Town of Varlceboro
P.O. Box 306
Vanceboro, North Carolina 28586
SUBJECT: SlnRMWATER APPFOVAL
Vanceboro Wastewater Treatment Plant Expansion
Craven County
Dear Mr. Morris:
The Washirx ton Regional Office received your Erosion Control Plan
(or Stornrwater Management Plan) for the subject project on 26 March 1993. The
pz ed project involves less than one acre of ingmrvious area, therefore, it
is wmnlpt frcm the stornwater Regulations set forth in Title 15 NCAC
2H .1000. Any future development activity at this site may require an
additional review.
If you have any questions concerning this matter, please contact
Mr. Bill Moore at [phone].
SinCer8 4 1
" le-
Roger K. Thorpe, P.E.
Water Quality Regional Supervisor
cc: B ey Bennett
vers & Associates

1 JUw
???1aru-?
P.O Box 2186. Vlachi%-ton. Nornh CaroTina 27889218b Telephone 919.946!481 FAX; 919-r73-3716.!91')-946-6639
An Equal Oppommirv Atfirmanve Acton Emplcrver

r l l ul? Y1r.\? f\q Tr U -1 1 1 J (D .1J
e?.SiAr( N
RCEIVp OR qtr! ? ?? 2 1993
State of North Carolina
Department of Environment, Health and Natural Resources
Northeastern Region
1424 Carolina Avenue, Washington, North Carolina 27889-1424
James B. Hunt, Jr., Governor
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
April 1, 1993
LETTER OF APPROVAL
Town of Vanceboro
ATTN: The Honorable Jimmy L. Morris, Mayor
P.O. Box 306
Vanceboro, North Carolina 28586
RE: Erosion and Sedimentation Control Plan
WWTP Expansion
Vanceboro - Craven County
Date Received: March 5, 1993
Responsible Party: Town of Vanceboro
Dear Mayor Morris:
Jonathan R Howes, Secretary
rr "
J sL.-? 1c.aa-?
Frei
c? I13 fop
_ FIT 1
11 ? x/14 IV J?
{ k,
This office has completed its review of the erosion and
sedimentation control plan for the referenced project. The plans
show that approximately 2.9 acres will be disturbed by the plant
expansion and extension of the outfall pipe. Based upon the
information provided; we find the plan to be acceptable and
hereby issue this LETTER OF APPROVAL.
Please note that a copy of the latest approved soil erosion
control plan must be on file at the job site and that the use of
Rye grass is not in the approved seeding specifications and is
not an acceptable substitute for the providing of a ground cover.
The following minimal mandatory standards of N.C.G.S. 113A-50
through 71, and N.C.A.C. Title 15A, Chapter 4 are hereby made a
part of the approved plan:
-- a buffer zone, sufficient to restrain sedimentation, must
be maintained between the land-disturbing activity and
any adjacent property or watercourse [NCGS 113A-57(1)];
P.O. Box 2188, Wachingon, Nosh Carolina 27889 2186 Telephone [phone] FAX: [phone]c),1919-94&6639
An Equal Opportunity Affinnativc Anion Empl(wrr
Town of Vanceboro
ATTN: The Honorable
April 1, 1993
Page 2
Jimmy L. Morris, Mayor
-- new or affected slopes must be at an angle that can be
retained by vegetative cover and exposed slopes must be
provided with a ground cover sufficient to restrain
erosion within 30 working days of completion of any phase
of grading (rough or final) [NCGS 113A-57(2)]; and
-- a permanent ground cover, sufficient to restrain erosion,
must be provided within the shorter of 30 working or 120
calendar days after completion of construction or
development [NCGS 113A-57(3) and 15A NCAC 4B.0007(b)].
The sedimentation pollution control program is performance
oriented. It requires the use of appropriate methods to protect
adjoining natural resources and properties, both during and after
construction, from the effects of accelerated erosion. To ensure
compliance with the approved plan and the program requirements,
periodic and unannounced inspections of the project will be made.
If the plan and/or its implementation is determined to be
inadequate to meet the requirements of G.S. 113A 51-66, this
office may require that the plan and/or its implementation be
revised to comply with state law.
Be advised that it is your responsibility to understand and
comply with the requirements of the Act. Failure to properly
implement the approved plan, to affect areas in addition to those
designated to be affected in the approved plan, or to comply with
any requirements of this program, could result in a civil penalty
assessment against the financially responsible party (Town of
Vanceboro) of up to $500 per day for each day the site is out of
compliance.
In recognizing the desirability of early coordination of
sedimentation control, we believe it would be beneficial for you
and your contractor to arrange a pre-construction conference to
discuss the requirements of the approved erosion and sedimen-
tation control plan. It would be appreciated if you would
contact this office to let Richard Peed know the date of
construction start-up and the date of the pre-construction
conference.
The land-disturbing. activity described in this plan may be
subject to the approval or permitting from other Federal, State
or local agencies. This could include the U.S. Army Corps of
Engineers under Article 404 jurisdiction, the Division of
Environmental Management under stormwater or water quality
I i 1 I
Town of Vanceboro
ATTN: The Honorable Jimmy L. Morris, Mayor
April 1, 1993
Page 3
regulations (contact Bill Moore, 919-946-6481), county, city or
town agencies under other local ordinances, or other approvals
that may be required. This approval cannot supersede any other
approval or permit.
sincerely
G
Patrick H. McClain, P.E.
Assistant Regional Engineer
PHM:jt
Enclosure
cc: Kenneth Keel, Rivers & Associates

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DWALL - EFFLUENT DISCHARGE AT
18 ''= /#-O. SWIF T CREEK
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POINT W55 TO W54 N 79 48 26 W 21.620
POINT W54 TO W53 N 83 58 11 W 19.859
POINT W53 TO W52 N 82 34 06 W 14.757
POINT W52 TO W86 N 57 46 16 W 91.109
POINT W86 TO W87 S 07 27 11 W 43.214
POINT W87 TO W88 S 55 57 57 W 25.927
POINT W88 TO W89 N 81 42 22 W 25.180
POINT W89 TO W90 N 64 54 28 W 34.853
POINT W90 TO W91 S 82 14 42 W 41.981
POINT W91 TO W92 N 79 31 44 W 35.733
POINT W92 TO W93 N 74 59 44 W 49.638
POINT W93 TO W94 N 70 25 46 W 39.281
POINT W94 TO W95 N 67 51 08 W 46.123
POINT W95 TO W96 N 65 16 37 W 52.575
POINT W96 TO W97 N 74 51 04 W 50.126
POINT W97 TO MM N 83 36 58 W 24.639
POINT W98 TO W99 N 89 26 16 W 40.694
POINT W99 TO W100 N 68 15 26 W 38.740
POINT W100 TO W101 N 64 22 23 W 28.068
POINT W101 TO W102 N 38 33 43 W 20.564
POINT W102 TO W103 N 01 50 08 W 98.642
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JUN 0210M
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Town of Vanceboro (W.W.T.P. Expansion)
2. LOCATION OF PROJECT SITE: US Hwy. 17 Business and NC 43, in Vanceboro, on Swift Creek
and Mauls Swamp, Craven County
Photo Index - 1989: N/A 1984: N/A
State Plane Coordinates - X: 2553050 Y: 564200 Q
3. INVESTIGATION TYPE: CAMA/D&F -JUN Z 1,1993
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 5/25/93 WATER ,INDS G SECTION
Was Applicant Present - NO
Teleconference w/ Applicant - 5/27/93 & 6/6/93
5. PROCESSING PROCEDURE: Application Received - June 2, 1993
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan Town of Vanceboro
Land Classification From LUP - Conservation/Rural
(B) AEC(s) Involved: PT
(C) Water Dependent: YES
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - Municipal Services
Planned - Expansion with effluent outfall
(F) Type of Structures: Existing - N/A
Planned - Subaqueous creek crossing and outfall
(G) Estimated Annual Rate of Erosion: -0-
Source - Observation
7
HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands
NO Coastal Wetlands
(B) Non-Vegetated Wetlands
Mauls Swamp & Swift Creek 208 sq. ft. 198 sq. ft.
(C) Other
Section '404' Wetlands 260 sq. ft.
(D) Total Area Disturbed: Approximately 468 sq. ft.
(E) Primary Nursery Area: NO
(F) Water Classification: 'C' Open: NO
PROJECT SUMMARY: The Town of Vanceboro proposes to relocate the W.W.T.P. outfall pipe
from Mauls Swamp to Swift Creek.
8
IIELD INVESTIGATION REPORT:
TOWN OF VANCEBORO (W.W.T.P. Expansion)
PAGE #2
9. NARRATIVE DESCRIPTION: The Town of Vanceboro has submitted a State
permit application to relocate the wastewater treatment plant's outfall pipe from its
location on Mauls Swamp next to NC 43/Hwy. 17 Business, to Swift Creek, some 600'
to the west. The project site is located in the Town of Vanceboro, Craven County,
NC.
The proposed plans involve extending the 6" effluent pipe across Mauls Swamp a
subaqueous distance of 52'. The existing outfall pipe and headwall on the south bank
will be, removed. A pair of 6" iron ductal pipes will be installed side-by-side across
the stream bed in an excavated trench about 4' wide x 5' deep. The spoil material
some 35 cu. yds. of soft mud, will be trucked to a highground disposal site. The
subaqueous crossing has been designed to operate on the inverted syphoned principals.
Once the pipeline trench has been backfilled, the shoreline alignment on each side will
be covered with riprap. Rock riprap will be installed 15' long x 10' wide. As the
detailed drawing shows on Attachment #13, the riprap will extend from the top of the
bank to the creek bed. This portion of the project should displace an estimated 160 sq.
ft. of '404' wetlands dominated by sycamore trees. The riprap will occupy about 300
sq. ft. above and below the NWL in Mauls Swamp. Onsite, the '404' wetlands have
been flagged and the boundary lines illustrated on the workplat drawings Attachment
#9 and #10.
The second phase of the project is to extend the pipeline some 600' west to Swift
Creek. As the workplat shows, this section of the pipeline will parallel the north side
of Mauls Swamp. The pipeline alignment and construction easement are located on the
highground property landward of the designated wooded wetlands. A series of 4
manholes will be installed along this section of pipeline. The last 15' of the discharge
pipe and the concrete headwall are located within the '404' wetlands closest to Swift
Creek. Construction of the headwall will require excavation of the 3' high bank and
the immediate shoreline. The concrete headwall will measure approximately 10' wide
x 6' deep. The excavated material, some 6 cu. yds., will be removed from the site.
The detailed drawings of the headwall shown on Attachment #12 indicate that the
discharge pipe will extend and terminate 2' waterward of the headwall.
The inland waters of Swift Creek are classified by the Division of Environmental
Management as 'C' swamp waters.
10. ANTICIPATED IMPACTS: The proposes outfall pipe relocation project will displace
approximately 208 sq. ft. of subaqueous creek bed and about 260 sq. ft. of Section
'404' wetlands. The project involves no coastal marsh vegetation or any other
significant estuarine resource.
PREPARED BY: JAMES L. MERCER
DATE: June 15, 1993
Please type or print. Carefully describe all anticipated
development activities, including construction, excava-
tion, filling, paving, land clearing, and stormwater con-
trol. If the requested information is not relevant to your
project, write N/A {not applicable). Items 14 and 8-9
must be completed for all projects.
1 APPLICANT
a. Name Town of Vanceboro
Address P.U. Box 306
City Vancebo~o state
Zip 28586 Day phone ? 919 ) 244-0919
Landowner or x Authorized agent
b. Project name (if any) Vanceboro WWTP
Expansion
c. If the applicant is not the landowner, also give the
owner's name and address.
TiEim e L `,orris, `; yor
Town of Vanceboro
PO Box 306
Vanr_eboro, NC 25586
2 LOCATION OF PROPOSED
PROJECT
a. Street address or secondary road number
US Highway 17 Business
b. City, town, community, or landmark
Vanceboro. NC
c. County
Craven
d. Is proposed work within city limits or planning
jurisdiction?
e. Name of body of water nearest project
Mauls Swam: p and Swift
Creek
3 DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Swamp with two 6" ductile iron sewer
pipes and construct effluent headW.Q ar
Swift Creek.
If you plan to build a marina, also complete and
attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an
existing project, new work, or both?
New Work
c. Will the project be for community, private, or
commercial use?
Community
d. Describe the planned use of the project.
To transport WWTP effluent to its
•
approved discharge point at Swift Creek
4 LAND AND WATER
CHARACTERISTICS
a. Size of entire tract N /A.
b. Size of individual lot(s) 141A
c. Elevation of tract above mean sea level or
National Geodetic Vertical Datum
d. Soil type(s) and texture(s) of tract,_ A
e. Vegetation on tract
f. Man-made features now on tract ffIiuent iieaC:va'.i
at mauls Swarp
g. What is the CAMA Land Use Plan Classification of
.the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural Other
IL How is the tract zoned by local government?
N/A
a. Describe all development activities you propose (for
example, building a home, motel, marina, bulkhead,
or pier). Extend e.-•isting Vp-rcelboro y,' fP
?'n?
Ei f .L U ° n t o 1! i. L r. Z7, 11 1) en'. e •, c tr -, ,? O ` Cam'1.?c U.? 1 c
3/91
How are adjacent waters classified?
Has a professional archaeological survey been
carried out for the tract? No If so, by whom?

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5 UPLAND DEVELOPMENT
tom se cuost Immes any 'am
de,reiapmenc.
to

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Watersupply Wwu=
If ft pm Wt Is omstva descciba
ON stops that WW be t to m?tinta? emblisbed
pulalf bwch acoesswaYS or PravW
N
. If 11he proms is oat die wheat will be ttx
ems sear 3+evs1 of the ttr?d. ttabfteabla ,
I&
n.
d. 1912;0 tyt euate jV0 4t>-- t
L '? astd number of b OW# t?Gil est or
awctacs
o
b, Nutaber of hits of PVC& ^nu
ew i? ?C?ieo th ?? oirr?itttt??dd its srr?3 'fie
if am pmJ8d'WZ diswtb mom d= one
am m erne ljvisian of
md" jeja 30D an Yemsim 04 S bd0 ?8 #01vity gins.
e6 bw Edon sad 4"14
e?wttI pun subm Itd to ft Division of Lo
GI V4 to pimp of to t'race' whWn 75 fM of
M?mch U pavem? l4ie w. W PL
Ltst then mattaials, stub as mom, p+sr«
or , to ba mod for paved mufencGS.
h. ? ?p23ca'b?? bas s spornc?eaur tnawf?? f?la?
beet sn to Dtvit oviro
Mangy
s diVsai vW,br wastes
15 Mfr P
a facilitfes M&W stets or local s °xm?
15 I XCAVATION AND FILL
INFORMATION
Wv-
L W
d& wdch W6
or fin uaivlttes ( I.j??)
Ot?11 "d in ? 7)4
Awmchwid
0A,W,ar) - Fo
aaat bain
'ur, pier,
boat r9n*
rock J47)
I1ll p1 to
"fluid orbd"
M"
Uplad
artaS a L±L-L-L
b.
IL it ; f
L
2
f t,4n esnd typo of disc ?rSes to "W'S of
Ifcscsibe Ioca
J4motuu of material w be cxc11VSW from below
wader kVd itt cubfeyarrie -r -
Type of mxtrw #
I?oes du u,ea is be exMY&W Wade mgrshfastd,
swamps, of ottut vltom s7
`Ias s
the scau (far a? roiT' °?t'f' santts?Y
w
yVsSUC`ew d"I JU066fr4d
seems. r.*,N ; 3 r) r M
ggh gt,c?nn?t excvjd0n, fn conic ,Vu&

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r.
h.
i.
o.
ir-
q.
L AM0V= of U in cubic yards
m, hype of-ftu ?matartttt r e'
r#
gm
xts
ions of 5pon d tt r °" --r,(t
T,oqtft of q* 3 disposal AM ?? ---?
Do ,-, cialm dat to ft disposal XMI
?
If not. attach a Mmr .ft permission fmo
try
Will a 41 W54 area t+vai we for Am=
if go$
poa3 04 disposal Wea in U40 any masshizd?
Or 4vatet arras't
fM m.49 be l below mean WO
wow? Y?g !5 .
T.
'< in 12 month:, in
c, ?r pt ? dorzn$ pt+? ?
d. ?%M of bui d*A materiel t ?` .°- .•}?-'".`
e. Asnourn of till, in cubic V4%. to be plead below
umnbl&bW&W
8 ADDIT OVAL INFORMATION
In &MIllon to the completed nV11040A film, the MOW'
in& I%m host be eabmlm&
A Copy Of the decd (with appii+ AdW ortty) a oth"
u,=wt wxWv wMch ft appueva s goo to ft
affected pr%". If ft a plicM is not claisttins to be
the owner of said p?eM. ft a oclaft
deed or vba ittsvc
title. plus written permt#s on hm the owner to cagy ad
ft projem
An aiccur'ate work plat Wudk* idsn'vlt'w and doss
sxtsonst drawhtgs) dmwn to ? t>xs as $
lA a l l wtdto p . (Rear
Cow We 71.0Zty:# for a drulhd clmdpdom )
please note that od&hW drmitkgs acre prsf and
.a
0ly tjgh qudity c*cs white vxeplOli WO-line
prists or other larger Plan arc W. (?
quality ?s art ? by t 9* e,?eacy?:
U.S. Amy Corps
ma of 10W drawing) A site or is uft mV Is a DZ
of plat ragttir+emam and it must tie suffida tly defiled
to lWde &jeM ymonnel unfamWar with ft area to the
site. k4udo comq road (W) ntuabv% landmarks, and
the WM.
? SHOM1NE STABILIZATION
ard waterw of meanhighwateror
b. Ave distance
snarmal watsixltvel '`i`' ti .----"-'--
s. In t W t Will
be W= W lessen ettvirtmr eaW 4rttpacts,
Source of IM MW-681 JKkn
IM mllegial bG plaoed on umh or of
?r of therWeitlaxZ to be Wed
How will excava or fjj matte 1x UP on situ
on do 40 o 6.rc
'Rrdat we of oonstr Kew well tre used
(for ne, backtx,G, cx hydi*ultc
"I
A stormwa#er awagezrmertt plans if agplicWc that
.,y have tram davetop ed in omultstitrtt with ttte
Division of Favimrtmrntai Managemem.
A list of the namMS and complete addresses of the
adjacent waterf rA (rlpa.riatt3landownert. lhmsa
individuals have 30 days in which to submit o mumcm
0. "p nposed pmjact to the Division ofC.oastal
Meat and s3tould be advist:d by tltc applicant of
that opporandty
r?
. 7jJ'
1
JUN 0 7 1993
U
?-- Od Sa-LVIDOSSK 's? Ski3hI2I,k Pzlle ; : ?O E6 L?1 'tin
Name .Jimmie L. Morris
Address PO Box 306
Vanceboro, NC 28586
Name Harry S. Cotton
Address PO box 2911
New Bern, NC 28560
Name
Address
A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
None
A check for $250 made payable to the Department of
Environment , Health, and Natural Resources to cover
the costs of processing the application.
A signed AEC hazard notice for projects in oceanfront
and inlet areas.
A statement on the use of public funds. If the project
involves the expenditure of public funds, attach a state-
ment documenting compliance with the North Carolina
Environmental Policy Act (N.C.G.S. 113A-1 to 10).
9 CERTIFICATION AND PERMISSION
TO ENTER ON LAND
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 ap-
proved Coastal Management Program and will be con-
ducted in a manner consistent with such program.
I further 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
project.
This is the 3rd day of February , 19".
X ? :br ?
L or Authorized agent

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POINT W55 TO W54 N 79 48 26 W 21.620
POINT W54 TO W53 N 83 58 11 W 19.859
POINT W53 TO W52 N 82 34 06 W 14.757
POINT W52 TO W86 N 57 46 16 W 91.109
POINT W86 TO W87 S 07 27 11 W 43.214
POINT W87 TO W88 S 55 57 57 W 25.927
POINT W88 TO W89 N 81 42 22 W 25.180
POINT W89 TO W90 N 64 54 28 W 34.853
POINT W90 TO W91 S 82 14 42 W 41.981
POINT W91 TO W92 N 79 31 44 W 35.733
POINT W92 TO W93 N 74 59 44 W 49.638
POINT W93 TO W94 N 70 25 46 W 39.281
POINT W94 TO W95 N 67 51 06 W 46.123
POINT W95 TO W96 N 65 16 37 W 52.575
POINT MM TO W97 N 74 51 04 W 50.126
POINT W97 TO W98 N 83 36 58 W 24.639
POINT W98 TO W99 N 89 26 16 W 40.694
POINT W99 TO W100 N 68 15 26 W 38.740
POINT W100 TO W101 N 64 22 23 W 28.068
POINT W101 TO W102 N 38 33 43 W 20.564
POINT W102 TO W103 N 01 50 08 W 98.642
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