19880121 Ver 1_COMPLETE FILE_19880101

1 ,
IN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
July 21, 1988
SUBJECT: File No. SAWC088-N-067-0436
Mr. William Mills
Water Quality Section
Division of Environmental Management
North Carolina Department of Natural
Resources and Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Dear Mr. Mills:

Enclosed is the application of the City of Jacksonville,
represented by Rose and Purcell, Incorporated, for Department of
the Army authorization and a State Water Quality Certification to
install a gravity sanitary sewer interceptor to span Mill Creek,
Jacksonville, Onslow County, North Carolina. Your receipt of this
letter verifies your acceptance of a valid request for
certification in accordance with Section 325.2(b)(ii) of our
administrative regulations.
We are considering authorizing the proposed activity pursuant
to Section 404 of the Clean Water Act, and we have determined that
a water quality certification may be required under the provisions
of Section 401 of the same law. A Department of the Army permit
will not be granted until the certification has been obtained or
waived.
In accordance with our administrative regulations, 60 days
after receipt of a request for certification is a reasonable time
for State action. Therefore, if you have not acted on the request
by September 19, 1988, the District Engineer will deem that waiver
has occurred.
Questions or comments may be addressed to Ms. Alison Arnold,
telephone [phone].
Sincerely},
14htas W. Hol 's
ief, Regulatory Branch
Enclosure
-2-

Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Natural Resources and
Community Development
Post Office ..Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division of
Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Please type or print. Carefully describe all an, d. Describe the planned use of the project.
ticipated development activities, including construe- Sanitary Sewer Collection System
tio,01, excavation, filling, paving, land clearing, and
stormwacer control. If the requested information is
not relevant to your project, write N/A (not ap-
plicable). Items 1-4 and 8-9 must be completed r,..?;;'`
all projects. ?., MAT' "
:.CPAZA RiSTCS
...
19
`I? APPLICANT ? - {'
a. Name City of Jacksonville REGULATORY g?A?li
Address P:O. Box 128 C.
City Fayetteville State N . C
Zip Day phone [phone]
Landowner or Authorized agent
b. Project name (if any) Northwest
Jacksonville Sewer Facilities
c. If the applicant is not the landowner, also give
the owner's name and address.
See Attached Information
IODATION _ k??tCQtPOSEED
J? :RO EG.? ,.:Y
a. Street address or secondary road number
See Attaclied-Map.
b. City, town, community, or landmark
Jacksonville
C. County Onslow
d. Is proposed work within ci y limits or planning
jurisdiction? Planning Jurisdiction
e. Name of body of water nearest project
Royal Creek and Little Creek
ESC
PTIONIM
t. ,
SE EgIT
a. Describe all development activities you propose
(for example, building a home, motel, marina,
bulkhead, or pier).
Constructi.dn of a Sanitary Sewer
Out all System to serve Nort west
Jacksonville rea
if you plan to build a marina, also complete
and attach Fomi DM-MP-2.
b. Is the proposed activity maintenance ?qf an ex-
isting project, new work, or both? New
c. Will the project be for community, private, or
commercial use?
Community and Commercial
d.
e.
f.
g•
h.
Size of entire tract 2000 Acre Served
Size of individual lot(s) Varies
Elevation of tract above mean sea level or Na-
tional Geodetic Vertical Datum 2' to 45'
Soil type(s) and texture(s) of tract
Predominantlv Sandv
Vegetation on tract Some Swamps w/ Hardwoods
and High Ground w/ Planted Pines
Man-made features now on tract None
What is the CAMA Land Use Plan Classifica-
tion of the site? (Consult the local land use
plan.)
Conservation Transitional
Developed Community
X Rural Other
How is the tract zoned by local government?
i. How are adjacent waters classified?
j. Has a professional archaeological survey been
carried out for the tract? No
c If so, by whom?
.. D'UtELOP`
Wi?J ?ri`• -?.rrr cam: - + t
Complete this section if the project includes any
upland development.
a. Type and number of buildings, facilities, or
structures proposed
b. Number of lots or parcels
c. Density (Give the number of residential units
and the units per acre.)
d. Sire of area to be graded or disturbed
e. If the proposed project will disturb more than
one acre of land, the Division of Land
Resources must receive an erosion and sedimen-
tation control plan at least 30 days before land
disturbing activity begins. If applicable, has a
sedimentation and erosion control plan been
submitted to the Division of Land Resources?
f. Give the percentage of the tract within 75 feet
of mean high water to be covered by irn-
per-meable surfaces, such as pavernent,
buildings, or rooftops. 0%
*-#A •$
g. List the materials, such as marl, paver stone. b. Amount of material to be excavated from
asphalt, or concrete, to be used.for paved below water level in cubic yards
surfaces. c. Type of material
d. Does the area to be excavated include marsh.
h. If applicable, has a stormwater management land, swamps, or other wetlands? Yes
plan been submitted to the Division of En- e. High ground excavation, in cubic yards
vironmental Management? f. Dimensions of spoil disposal area
i. Describe proposed sewage disposal and/or waste g. Location of spoil disposal area Adjacent to
water treatment facilities. Excavated Trench
h. Do you claim title to the disposal area?-By
Easement
j. Have these facilities received state or local If not, attach a letter granting permission from
approval? _ the owner.
k. -Describe-existing- treatment --facilities.__ Will a disposal area be available for future
maintenance??? No - - - -
If so, where?
j. Does the disposal area include any marshland,
1. Describe location and type of discharges to swamplland,'or water areas? _N JA

waters of the state (for example?, surface runoff,
k. _
Will the fill material be placed below mean
sanitary wastewater, industrial/commercial high water?
effluent, or "wash down"). 1. Amount of fill in cubic yards
m. Type of fill material
n. Source of fill material
m. Water supply source o. Will fill material be placed on marsh or other
n. If the project is oceanfront development, wetlands? _
describe the steps that will be taken to main- p. Dimensions of the wetland to be filled
tain established public beach accessways or pro- q. How. will excavated or fill material be kept on
vide new access. site and erosion controlled?Mounded beside
Construction trench while pipe is
installed and then replaced. Silt
fencing will be utilized where necessary.
o. If the project is on the oceanfront, what will r. What type of construction equipment will be
be the elevation above mean sea level of the used (for example, dragline, backhoe, or
first habitable floor? hydraulic dredge)? Backhoe

a. Describe below the purpose of proposed excava-
tion or fill activities (excluding bulkheads,
which are covered in Section 7).
Access channel
(MI-W0 or (NWL)
Length Width Depth
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
15'
Upland fill
areas
s. Will wetlands be crossed in transporting equip-
ment to the project site? Yes If yes, explain
the steps that will be taken to lessen en-
vironmental impacts. An access road will be
constructed along the easement in
accordance with corps of Engineers
Guidelines. This material will be
removed after construction is complete.
a. Length of bulkhead or riprap
b. Average distance waterward of mean high water
or normal water level
c. Shoreline erosion during preceding 12 months,
in feet
Type of bulkhead materia
Amount of fill, in cubic
below mean high water-
Type of fill material
yards, to be placed
L i
.. ? per
\ A
r
i
RaCho
Tov,er,
4_._.
?---
q BM :? / 'anl intiy V i IN k".
39
34 Ch
/wr
t
3 3
.i , N.
Substa.2 I
.. t4i L - v R 1 r
22
nnh yl ]'#I k !' 'vr y
19 . ) II .f? /f ^?.`2??rchw?r?ln 1 •U\ ?I ? ?1 t,, ?,? ?, :` SS.. ,.I,
(l O ` ;ch ' '1 1 FOREST GROVf I AVE
ei ?JACK?70I?, A11 ' ? ,
C Oyer" ' o OPT ;,'
?, A • ?I .?/? ?/ .t O,flAJ? ??t A A. ?? .Q+ - .i ,plFftl-E
/) \, d'A .:r ..' > o ,1 \\\ i ao? Vi / F h i:1n'!lt dta t r.'S pi
2U yo lr \ ' ?^ `: ;/ F rfkt .$ I 1 h
NEW _-7\ __ 1? f\t?{/?• -
BROOKVIEFW \\ •,? ?;, t_ ?. ?, ; ,\ 1 ._ ? o..
PUMP ST?
Sewage Disposal M tats n i Ns
1 1 01k'1s LlbrarY `Oj?.,? 'NT
EXISTING
SHERWOOD 1 \SE :?
l /VFW Rl PUMP STA
r VPq
r Substa ?'2r Park
??• .i ?? C.
\ CM :2
4, "O'
.r
DIVISION OF ENVIRONMENTAL MANAG Ea
MEMORANDUM ?c
I,, ? I'irg1?
DATE : 90va, nfn '_
TO: Bill Mills
Operations Branch
FROM: James H. GregsonJAY
Wilmington Re •onal Office
THROUGH: Donald Safri
Wilmington Regional Office
SUBJECT: Regional Office Review & Recommendations
App?ca ion for o Excavation and/or Fill
PROJECT DESCRIPTION: `!ham ,`?` .I9eU??G«J aJ o,rW2 ?? tao ?C's?c?t
ADJACENT WATER BODY: C O'er C'am'
CLASSIFICATION: 5C
Status : c 1e-5,6b
The project has been reviewed to determine impacts to water
quality. The following comments are provided.
AAI?
?+ e : t>rM - e44x/er ?1 e ve f

MEMORANDUM:

TO: JOHN PARKER, DIVISION OF COASTAL MANAGEMENT
ROBERT E. CHANDLER, DIVISION OF COMMUNITY ASSISTANCE
STEPHEN G. CONRAD, DIVISION OF LAND RESOURCES
DR. WILLIAM T. HOGARTH, DIVISION OF MARINE FISHERIES
R. PAUL WILMS, DIVISION OF ENVIRONMENTAL MANAGEMENT
CLIFF WINEFORDNER, U.S. ARMY CORPS OF ENGINEERS
BILL MILLS, DIVISION OF ENVIRONMENTAL MANAGEMENT
FROM: JAMES L. MERCER, FIELD REPRESENTATIVE
DIVISION OF COASTAL MANAGEMENT
RE: CITY OF JACKSONVILLE: NORTHWEST SEWER FACILITY
SUBJECT: APPLICATION MODIFICATION FORCE MAIN/MILL CREEK
DATE: AUGUST 1, 1988
The City of Jacksonville has submitted a request to modify their
current application now in process. Their request includes
adding another 8,100 linear feet of force main sewer pipe to the
gravity intercepter project crossing Little and Royal Creek as
discussed in the DCM Field Report dated March 15, 1988. The new
pipeline will extend from Brookville sub-station across an
unnamed canal off the New River, as well as, Socoe Creek and Mill
Creek. The remaining pipeline will be located on the highground
and connect to the Sherwood pump station near Highway 17, the
Marine Boulevard. The Socoe Creek crossing will be located
within the Maple Street right-of-way and in an area of the creek
that-is not navigable. The surface waters of the unnamed canal
are navigable, and therefore, represent a Public Trust Area of
Environmental Concern. Little to no impact on wooded wetlands
are anticipated at this site where the canal was excavated for
drainage purposes several years ago. The aerial pipeline will be
supported by wooden piling every 20' as it crosses the canal.
The Mill Creek crossing, located at the east end of Maple Street,
will measure approximately 225' from bank to bank. Here again,
little to now wetlands disturbance will be expected since the
pipeline will be supported on wooden pilings as it makes an
aerial crossing of Mill Creek. Local navigation of these water-
ways should be unaffected by the proposed creek crossings since
the bottom elevation of the force main will be at least 8' to 10'
above the NWL. The review agencies are asked to combine the
applicant's latest request with their original application
proposal so that a unified review can be given and a
comprehensive permit considered.
JLM/dh
cc: Charles S. Janes
ROSE AND PURCELL, INC.
Surveyors - Engineers - Planners
P.O. Box 103
FAYETTEVILLE, NORTH CAROLINA 28302
[phone]
?oB ?os?Ti??sr Ja?o??y??u
SHEET NO. OF-
CALCULATED BY DATE
CHECKED BY DATE_
SCALE / 1- 0
mO ami /Nawdt wbL 14a sim
r
d-
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
Comments conce ri'i an application.for State Federal CAMA Permit(s) from
1 i rte"
A. PERMIT:
This office cannot comment on this project until after the close of the Section
401 Certification Public Comments Period.
This office has no objection to the issuance of the permit(s) for the proposed
roject with the following conditions:
That the activity be conducted in such a manner as to prevent significant
increases in turbidity outside the area of construction or construction-
related discharge (increases of 25 NTU's or less are not considered
significant).
That the instream turbidity not be increased by more than 50 NTU's as a
result of the proposed activity after a reasonable opportunity for dilu-
tion and mixture. -
That turbidity levels in shall not be increased
by more than 10 NTU's as a result of the proposed activity after a reason-
able opportunity for dilution and mixture.
B. CERTIFICATION STATUS:
Certification is not required
for this project.
Certification is required for
this project. Such action to
process the certification has
been initiated. Proposed
Certification will be acted on
or after
The proposed project is certified
'? under General Certification
0
B)
C)
No. 1179 issued on January 25,
1977, for sewer line construction
No. 1272 issued on November 10,
1978, for bulkhead construction.
No. 1273 issued on November 10,
1978, for discharges of liquid
effluent from diked upland disposal
areas.
D) No. 1431 issued on October 16,
1980, for boat ramp construction.
E) No. 1664 issued on September 8,
1983, for Rip-Rap Placement.
F) No. 1665 issued on September 19,
1983, for incidental bridge
construction.
WATER QUALITY SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT
DIVISION OF ENVIRONMENTAL. MANAGEMENT
WATER QUALITY SECTION
Comments concerning an application;,for State Federal CAMA-Permit (s) from l
In ",;7 177:7
A. PERMIT:
This office cannot comment on this project until after the close of the Section
401 Certification Public Comments Period.
/Th office has no objection to the.issuance of the permit(s) for the proposed
oject with the following conditions.
That the activity be conducted in such a manner as to prevent significant
increases in turbidity outside the area of construction or construction-
related discharge (increases.of 25 NTU's. or less are not considered
significant).
That the instream turbidity not be increased by mor..c than 50 NTU's as a
result of the proposed activity.after a reasonable opportunity for dilu-
tion and mixture. -
That turbidity levels in shall not be increased
by more than 10 NTU's as a.kesult of the proposed activity after a reason-
able opportunity for dilution aid mixture.
B. CERTIFICATION STATUS:
Certification is not required..
for this project.
Certification is required for
this project.- Such action to:
process the certification has
been initiated. Proposed
Certification will be acted.on
or after
The proposed project is.certified.
under General.Certification
No. 1179 issued on January 25, D) No. 1431 issued on October 16,
1977, for sewer line construction 1980, for boat ramp construction.
B). No. 1272 issued on November 10, E) No. 1664 issued on September 8,
1978, for bulkhead construction. 1983, for Rip-Rap Placement.
C) No. 1273 issued on November 10, F) No. 1665 issued on September 19,
1978, for discharges of liquid 1983, for incidental bridge
effluent from diked upland disposal construction.
areas.

WATER QUALITY SECTION
DIVISION OF ENVIRONMENTAL MANAGEMENT
f :.4 .
MEMORANDUM
DATE:
TO:
FROM:
THROUGH:
DIVISION OF ENVIRONMENTAL MANAGEMENT
71-;WO
Bill Mills
Operations Branch
James H. Gregson -TAc'-
Wilmington R gi nal Office
Donald Safri
Wilmington Regional Office

2 88
O
SUBJECT: Regional Office Review & Recommendations
A plication for Permit for Excavation and/or Fill
PROJECT DESCRIPTT. OO?N:
ADJACENT WATER BODY oYw( ?R
Ir ? , tt?-e C.e-Qe
CLASSIFICATION: ,jC
Status:
/p5
The project has been reviewed to determine impacts to water
quality. The appropriate comments below have been checked:
M The project wil /will not require a 401 Water Quality
Certificatio
(X) The project complies with the General 401 Water Quality
Certification # 77 for TZe P
?r??na-arJr?s
(X) The proposed project should.be done in such a way as to
not cause the turbidity outside the immediate
construction area to exceed o2.5 NTU.

This office has no objection to the project as proposed.
JHG:mb
cc: DCM - JP?S ?_ N•t2C
CF, WiRO
DIVISION OF COASTAL MANAGEMENT Lat:34046107"
FIELD INVESTIGATION REPORT Long:77126139"
1. APPLICANT'S NAME Citv of Jacksonville Sewer Facilities
2. LOCATION OF PROJECT SITE Royal and Little Creeks, off the New
River, above the Hwy. 17 Bridge, Jacksonville, Onslow County.
3.
4.
INVESTIGATION TYPE: DREDGE & FILL
INVESTIGATIVE PROCEDURE:
(A) DATES OF SITE VISIT 12-11-87
(B) WAS APPLICANT PRESENT NO
NO
5. PROCESSING PROCEDURE: APPLICATION RECEIVED May 24, 1988
OFFICE Morehead City
6. SITE DESCRIPTION: (A) LOCAL LAND USE PLAN City of Jacksonville
LAND CLASSIFICATION FROM LUP Developed/Conserv.
DEVELOPMENT CONSTRAINTS IDENTIFIED IN LUP SEE
CAMA REVIEW SECTION
(B) AEC(S) INVOLVED: OCEAN HAZARD
COASTAL WETLANDS_
ESTUARINE WATERS
(C) WATER DEPENDENT: YES NO X
(D) INTENDED USE: PUBLIC X PRIVATE
(E) TYPE OF WASTE WATER TREATMENT: EXISTING
PLANNED Expansion of existing system
(F) TYPE OF STRUCTURES: EXISTING Brookview Pump Station
PLANNED Sanitarv Sewer Collection Svstem, pipeline intercepter
(G) ESTIMATED ANNUAL RATE OF EROSION N/A SOURCE
7. HABITAT DESCRIPTION:
(A) VEGETATED WETLANDS
wooded swamp
(B) NON-VEGETATED WETLANDS:
Creek bottom
(C) OTHER:
highground
(D) TOTAL AREA DISTURBED:
AREA
DREDGED FILLED OTHER
120 sq.ft. temporary
road fill
no calculation
235 sq.ft.
(Clearing Easement)
7.75
Approximately 8 acres,
PROJECT SUMMARY: The City of Jacksonville proposes to extend the
sewer intercepter system a distance of approximately 11,250 linear
feet of pipeline crossing Royal Creek and Little Creek to service
the Northwest Jacksonville area.
CANA X (ONLY)
6-15-88
ESTUARINE SHORELINE
PUBLIC TRUST WATERS X
OTHER
COMMERCIAL

FIELD INVESTIGATION REPORT - CITY OF JACKSONVILLE SEWER FACILITY
PAGE #2
9. NARRATIVE DESCRIPTION: The City of Jacksonville, in Onslow
County, began about four years ago upgrading and expanding.
their sewer service throughout the northwestern part of the
City, west of U.S. Highway 17, and south of Gum Branch Road.
The last State and Federal permit action took place about
three years ago with several pipeline crossings of Mill
Creek beginning at Henderson Drive. The installation of
that project was successful and in compliance with permit
conditions.
Today, the City proposes to install an additional 11,250
linear-feet of -.intercept pipeline. The vic.i-nity map..-.- -
submitted with the application packet shows clearly the
relationship for the proposed pipeline to the three stream
crossings on Royal and Little Creeks. These two creeks are
tributaries of the New River which has been designated
Inland Waters of the State above the Highway 17 Bridge.
Although each of the three stream crossings are located far
up these tributaries, the "SC" surface waters are considered
navigable, and therefore, the Public Trust Area of
Environmental Concern keys the requirement for a Coastal
Area Management Act Permit. There are no coastal wetlands,
however, involved with the project proposal.
As with the Mill Creek project in 1985, the current proposal
involves pipeline activities in wooded swamp wetlands
characterized as 404 type vegetation. Of primary concern is
the upper drainage pattern of Royal Creek between Stream
Crossing #1 and Gum Branch Road. A 30' to 60' wide utility
easement and construction corridor will be cleared along the
proposed project alignment. As the project plans indicate,
the major crossing of Royal Creek will involve the
installation of a 24" pipe in the-creek bed approximately
50' long x 2' wide x 2' deep. The spoil materials, some 8
cu. yds. of sandy Oud will be temporarily stockpiled on the
receiving bank and later used as backfill to the pipeline.
Before the pipeline reaches the Brookview Pump Station
(noted on the vicinity map) it will make two crossings of
Little Creek. Each of these crossings will measure
approximately 25' long x 3' wide. At this point in the
project, the diameter of the pipeline will increase from 24"
to 27" and from 27" to 30". In order to maintain the
gravity flow design of the intercept system, this section of
pipeline must be excavated some 8' into the creek bed. The
spoil material from these two stream crossings '(some 44 cu.
yds.) will be temporarily placed on the adjacent highground
property and a small area of wooded swamp cleared for the
construction project. The spoil material will later be used
as backfill to the stream crossings.
FIELD INVESTIGATION REPORT - CITY OF JACKSONVILLE SEWER FACILITY
PAGE #3
10. ANTICIPATED IMPACTS: Royal and Little Creeks are important
tributaries to the upper New River and may provide
significant habitat to anadromous fishes and other fishery
resources. The instream excavation and pipeline
installation will temporarily interrupt the movements of any
local finfish populations. This can be minimized by
reducing the actual time involved with completing the creek
crossings. The potential for significant adverse impacts
can come, or may come, from upland runoff associated with
the construction corridor along Royal Creek. Here again,
construction techniques and the strict use of sediment
control measures will help reduce the potential problem.
Once the project has been completed, and the alignment
stabilized, the proposed project should have little to no
impact on estuarine resources of the New River.
PREPARED BY: JAMES L. MERCER
DATE: JULY 5, 1988
i
t a:
r
Please type or print. irefully describe all an.
d. Describe the planned use of the project.
tieipated development activities, including construc- Sanitary Sewer Collection System
tion, excavation, filling, paving, land clearing, and
stormwater control. If the requested information is
not relevant to your project, write N/A (not ap-
plicable). Items 1.4 and 5-9 must be completed for
all projects.
A
RAC'I'ERISTICS?
?
.,:1. APPLICANT
'
a. Size of entire tract 2000 Acre Served
City of Jacksonville
a
Name b. Size of individual lot(s) Varies
. c. Elevation of tract above mean sea level or Na-
Box 1
Address -P.O. tional Geodetic Vertical Datum 2' to 45'
P:Lo State
N. C.
t=tev
City
d. Soil type(s) and texture(s) of tract
Zip Day phone [phone] Predominantly Sandy
Landowner or Authorized agent e. Vegetation on tract Some Swamps w/ Hardwoods
b. Proiect name (if any) Northwest and High Ground w/ Planted Pines
Jacksonville Sewer Facilities N
one
f. Man-made features now on tract
c. If the applicant is not the landowner, also give
'
the owner
s name and address.
See Attached Information g. What is the CAMA Land Use Plan Classifica-
3y' `/ 07„? cion of the site? (Consult the local land use
77° o26' plan.)
Conservation Transitional
,;.;.;? ..:.: :..., :•, ti,.;::..,;, :•:r ,r_.;?F•;-=??.
CA
O
A Developed Community
x
;3O
TI
N
:O`>P20
POSED Rural Other
L
:RQJEG
f
'
T h. How
is the tract zoned by local government?
`?
.'f?,O: drt .t:?>..w :7r .;c?;'; ?.^. Y'ri.::.ai ?c;,?it•
;,•P.
1
a. Street address or secondary road number
See Attache d- Map .
b. City, town, community, or landmark
Jacksonville
c. County Onslow
d. Is proposed work within city limits or planning
jurisdiction? Planning Jurisdiction
e. Name of body of water nearest project
Royal Creek•and Little Creek
.kJ.J???L?.I.M. .'J•:b.c.. .•,: -b.
P' .10 *
SE 4F ?RQP0SED•?ROj? ?-
a. Describe all development activities you propose
(for example, building a home, motel, marina,
bulkhead, or pier).
Construction of a Sanitary Sewer
Outfall System to serve .Northwest
Jacksonville Area
If you plan to build a marina, also complete
and attach Form DCM-MP-2.
b. Is the proposed activity maintenance f an ex-
isting project, new work, or both?`" ew
e. Will the project be for community, private, or
commercial use?
Community and Commercial
i.
How are adjacent waters classified?
Has a professional archaeological survey been
carried out for the tract? NO
If so, by whom?
.. : ,'VLc41' 3?
.1t;. .
Complete this section if the project includes any
upland development.
a. Type and number of buildings, facilities, or
structures proposed
b. Number of lots or parcels
c. Density (Give the number of residential units
and the units per acre.)
d. Sire of area to be graded or disturbed
e. If the proposed project will disturb more than
one acre of land, the Division of Land
Resources must receive an erosion and sedimen-
tation control plan at least 30 days before land
disturbing activity begins. If applicable, has a
sedimentation and erosion control plan been
submitted to the Division of Land Resources?
aflappiTINve the percentage of the tract within 75 feet
mean high water to be covered by im-
'?88 rmeable surfaces, such as pavement,
ildinis, or rooftops. 0%

. . -e
List the materials, such as marl,
asphalt, or concrete, to be used
surfaces.
Ln 2 4 11W
_ _b. _ Amount of material to be excavated from
far v?d'--____---
below water level in cubic yards
c. Type of material
d. Does the area to be --at d ;I d h

h.
If applicable, has a stormwater management I inc u e mars -
land, swamps, or other wetlands? Yes
plan been submitted to the Division of En- e. High ground excavation, in cubic yards
vironmental Management? f. Dimensions of spoil disposal area
i. Describe proposed sewage disposal and/or waste g. Location of spoil disposal area Adiaeent to
water treatment facilities. F.xc-ava d Trench
h. Do you claim title to the disposal area? By____

j.
Have these facilities received state or local Easement
If not, attach a letter granting permission from
approval? the owner.
k. Describe existing treatment facilities. i. Will a disposal area be available for future
maintenance?/ No
if so, where?
j. Does the disposal area include any marshland,
1. Describe location and type of discharges to swamOland,'or water areas? -NJ

waters of the state (for example rsurface runoff,
k. -
Will the fill material be placed below mean
sanitary wastewater, industrial/commercial high water?
effluent, or "wash down"). 1. Amount of fill in cubic yards
m. Type of fill material
n. Source of fill material
m. Water supply source o. Will fill material be placed on marsh or other
n. If the project is oceanfront development, wetlands?
describe the steps that will be taken to main- p. Dimensions of the wetland to be filled
tain established public beach accessways or pro- q. How will excavated or fill material be kept on
vide new access. site and erosion controlled?Mounded beside
Construction trench while pipe is
installed and then replaced. Silt

o.

If the project is on the oceanfront, what will

r. _
fencing will be utilized where necessary.
What type of construction equipment will be
be the elevation above mean sea level of the used (for example, dragline, backhoe, or
first habitable floor? hydraulic dredge)? Baekhoe
.r'
a. Describe below the purpose of proposed excava-
tion or fill activities (excluding bulkheads,
which are covered in Section 7).
Access channel
(MLW) or (N WL)
Boat basin
Other (break.
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
Hunt
s. Will wetlands be crossed in transporting equip-
ment to the project site? Yes If yes, explain
the steps that will be taken to lessen en-
vironmental impacts. An access road will be
constructed along the easement in
accordance with corps of Engineers
Guidelines. This material will be
removed after construction is complete.
-5 ,
a. Length of bulkhead or riprap
b.' Average distance waterward of mean high water
or normal water level
c. Shoreline erosion during preceding 12 months,
in feet
d. Type of bulkhead material
e. Amount of fill, in cubic yards, to be placed
below mean high water
f. Type of fill material
Length Width Depth

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Radio-
M t 1? y. NORTHWEST JACKSONVILLE SANITARY SEWER FACILITIES
STREAM CROSSING LOCATION MAP
SCALE I"= 2000' JANUARY 1988
ROSE AND PURCE LL INC.
SURVEYORS ENGINEERS PLANNERS FAYETTEVILLE , NORTH CAROLINA
f
% ?0iI
IN REPLY REFER TO
Regulatory Branch
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
March 27, 1987
SUBJECT: Nationwide Permit No. 12
Mr. Reginald R. Sutton
Division of Environmental Management
North Carolina Department of Natural
Resources and Community Development
512 North Salisbury Street
Raleigh, North Carolina 27611
Dear Mr. Sutton:
RECEIVED
LIAR 3 0 19$7
WATER QUALITY SLCTION
OPERATIONS 13RANt`N
Reference your letter of March 23, 1987, regarding the City of
Jacksonville's proposed completion of the Mill Creek Interceptor,
Phase II.
For the purposes of the Corps of Engineers' Regulatory
Program, Title 33, Code of Federal Regulations (CFR), Part 330,
published in the Federal Register on November 13, 1986, lists
nationwide permits. Authorization was provided for the discharge
of material for backfill or bedding for utility lines, including
outfall and intake structures, provided there is no change in pre-
construction bottom contours and all excess material is removed to
an upland disposal area.
For this nationwide permit to be valid, the City of
Jacksonville must comply with the following conditions:
a. Any discharge of dredged or fill material will not occur
in the proximity of a public water supply.
b. Any discharge of dredged or fill material will not occur
in areas of concentrated shellfish production.
c. The activity will not jeopardize a threatened or
endangered species as identified under the Endangered Species Act,
or destroy or adversely modify the cultural habitat of such
species.
a-
i
.
-2-
d. The activity will not significantly disrupt the movement
of those species of aquatic life indigenous to the waterbody.
e. Any discharge of dredged or fill material will consist of
suitable material free from toxic pollutants.
f. Any structure or fill will be properly maintained.
g. State water quality certification must be obtained or
waived.
h. State coastal zone management consistency concurrence must
be obtained or waived.
i. The following management practices will be followed to the
maximum practical extent:
(1) Discharges of dredged or fill material into waters of
the United States will be avoided or minimized through the use of
other practical alternatives.
(2) Discharges in spawning areas during spawning seasons
will be avoided.
(3) Discharges will not restrict or impede the movement
of aquatic species indigenous to the waters or the passage of
normal or expected high flows or cause the relocation of the
waters (unless the primary purpose of the fill is to impound
water).
(4) If the discharge creates an impoundment of water,
adverse impacts on the aquatic system caused by the accelerated
passage of water and/or the restriction of its flow will be
minimized.
(5) Discharge in wetland areas will be avoided.
(6) Heavy equipment working in wetlands will be placed on
mats.
(7) Discharges into breeding areas for migratory
waterfowl will be avoided.
(8) All temporary fills will be removed in their
entirety.

l
o
-3-
The District Engineer has determined that the individual and
cumulative adverse effects of your work on the environment will be
minimal. Your work is authorized by nationwide permit provided it
is accomplished in strict accordance with the preceding
conditions. Please be aware that this authorization does not
relieve you of the responsibility to obtain any required State or
local approval.
. If you have questions, please contact Ms. Alison Arnold,
Regulatory Branch, telephone [phone].
Sincerely,
Charles W. Hollis
Chief, Regulatory Branch
Copies Furnished:
Mr. John Parker
North Carolina Department of
Natural Resources and
Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. Charles Jones
Morehead City Regional Office
North Carolina Division
of Coastal Management
Post Office Box 769
Morehead City, North Carolina 28557
Mr. William Mills
Water Quality Section
Division of Environmental Management
North Carolina Department of Natural
Resources and Community Development
Post Office Box 27687
Raleigh, North Carolina 27611-7687
i
DIVISION OF ENVIRONMENTAL MANAGEMENT
May 7, 1987
M E M O R A N D U M
TO: Reginald Sutton
Construction Grants Section
FROM: Bill Mills
Water Quality Section
SUBJECT: 401 Water Quality Certification
Mill Creek Interceptor - Phase II
City of Jacksonville
Onslow County
This memo confirms a phone conversation which I had
with Cecil Madden relative to the 401 Water Quality
Certification for the subject interceptor as described in
the Corps of Engineers' March 27 letter to you. This
project qualifies for Certification under the provisions of
General Certification No. 1179 for construction of sewer
lines, interceptors, outfalls and outfall structures by
municipalities if it is a part of an approved 201 Facility
Plan.
A copy of WQC #1179 is attached for your use in this
matter.
BM/dkb
Attachment
cc: Preston Howard