19880168 Ver 1_COMPLETE FILE_19880101

1- * .0"
A. PERMIT:
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
an application for State Federal CAMA Permit(s)
from
u?
This office cannot comment on this project until after the close of the Section
401 Certification Public Comments Period.
T s office has no objection to the issuance of the permit(s) for the proposed
pro j with the following conditions:
That t 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
after
The proposed project is certified
under General.Certification
No. 1179 issued on January 25,.
1977, for sewer line construction
D) No. 1431 issued on October 16,
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

DIVISION OF ENVIRONMENTAL MANAGEMENT
MEMORANDUM
DATE : p/6/a' Y R ,.
TO: Bill Mills ? s
Operations Branch
198
FROM: James H. Gregson 3?&' f? T PR Cr r; ?? F
Wilmington gional Office i:'? .? ,, ?.;•?j
THROUGH: Donald Safri
Wilmington Regional Office
SUBJECT: Regional Office Review & Recommendations
Application for Permit for Excavation and/or Fill
A&a7? 4y""44 Y ,PAC- l5`F "60.2)
PROJECT DESCRIPTION: L`?Nrv'C1?vJ?tsQ-°'?'{> ,rr?.Y1'?a.CP 3 `?®'1 u ?7/udh
a 61,0 s r Q yrt Sri -
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ADJACENT WATER BODY:
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CLASSIFICATION: J1 Status : 0,PeA/
The project has been reviewed to determine impacts to water
quality. The appropriate comments below have been checked:
(JC) The project will/ ill require a 401 Water Quality
Certification.
{ ) The project complies with the General 401 Water Quality
Certification # for
{?O The proposed project should be done in such a way as to
not cause the turbidity outside the immediate
construction area to exceed NTU.

This office has no objection to the project as proposed.
JHG:mb
cc : DCM ° 9 0R e 60)'ROL
CF, WiRO
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. Applicant's name New Hanover County Engineering
2. Location of project site Old Military Road (Ext.) SR 1602, New Hanover County,
New Photo 18-225 Grid T.U.V.-8
3. Investigation type: Dredge & Fill X CAMA x
4. Investigative procedure: (A) Dates of site visit 9-27-88
(B) Was applicant present yes
5. Processing procedure: Application received 9-10-88 Office Wilmington
6. Site description: (A) Local Land Use Plan Wilmington - New Hanover County
Land Classification from LUP Conservation-Rural
Development constraints identified in LUP None for
projects of this nature.
(B) AEC(s) involved:
Ocean Hazard
Coastal Wetlands x
Estuarine Waters x
(C) Water dependent: Yes
Estuarine Shoreline X
Public Trust Waters X
Other
No Other
Both
(D) Intended use: Public x __ Private Commercial
(E) Type of waste water treatment: Existing N/A
Planned Force main to service Cedar Island
(F) Type of structures: Existing N/A
Planned Pipeline
(G) Estimated annual rate of erosion N/A Source N/A
7. Habitat description:
AREA
Dredged
(A) Vegetated wetlands:
Spartina Alterniflora Ap x. 70 sf
Juncus romerianus Appx. 200 sf
(B) Non-vegetated wetlands:
(C) Other:
(D) Total Area Disturbed: Appx. 270 sf
Filled Other
8. Project Summary The applicant proposes to install a 3" force main along the
south side of Old Military Road across a man-made canal connected to the A.W.W.
New Hanover County Engineering
Page 2
9. Project Description
The proposed site is located off of SR 1421 (Greenville Loop Road) on SR 1602
(Old Military Road) New Hanover County. A collection system will be installed
to serve the residential units within the Cedar Island. A man-made canal/basin
that connect to the AIWW crosses under th road. This feature is irregular in
shape and measures approximately 30' in width (canal side) to 80' in width
(basin) with a total length of approximately 800'. There are approximately 10
small pier/floating dock in the basin area. The width of the wetlands in the
area is approximately 4' to 6' consisting mostly of pockets of Juncus
roemerianus marsh, also very small fringes of Spartina alterniflora. The
waters in this area are classified as SA, primary nursery and are open to the
taking of shellfish.
The pipeline (force main) will be installed in a 3' wide by l' deep trench
along the length of the Causeway on the south side. The trench will be used as
a sediment trap. It will be close to existing grade following completion of
the installation. All excess material will be removed to high ground. The
force main will be suspended from the small existing bridge crossing over to
Cedar Island. Proper present plans shows a pipeline crossing with two pile
bents. The pipe is now shown below the bottom elevation of the bridge.
10. Anticipated Impacts
There is no navigation under the bridge to the waters of the A.I.W.W. The pipe
installation should be at the same elevation as the bottom of the bridge.
Provided that all pre-project elevations are re-established no significant
adverse impacts are anticipated from the ditch. Due to the nursery area
classification, the trench should be further protected from sedimentation/
siltation by the installation of silt fencing.
Submitted by: Marc Botbol Office: Wilmington Date: 10/4/88
Please type or print. Carefully describe all an-
ticipated development activities, including construc-
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 8-9 must be completed for
all projects.
L t ? _
.APPLICANT
a. Name New Hanover County
Address 414 Chestnut Street
b
City Wilmington State
Zip 28401 -1 Day phone
Landowner or X
Project name (if any) New
NC
341-7139
Authorized agent
Hanover Countv
Water and Sewer District
c. If the applicant is not the landowner, also give
the owner's name and address.
N. Robinson, RT.3Box303FF,Wilm.,NC 28403
M.J.Newton,241N.Ch.HavenDr.,Wilm.,NC28403
J.Godwin,Rt.3Box303G,Wilm.,NC 28403
R.Williams,lCeder Island,Wilm.,NC 28403
4- z,
2 MOCATION?OF `PROPOSED'
T
PROJECT
a. Street address or secondary road number
Old Military Rd (Ext.) S.R.1602
b. City, town, community, or landmark
Wilmington, North Carolina
c. County New Hanover County
d. Is proposed work within city. limits or planning.
jurisdiction? Planning Jurisdiction
e. Name of body of water nearest project
Greenville Sound
3sDESC T
iQN' . Di?.u ?P-?LANNED
k'aM " a
"USE OF ?PROPOSS PROJECT°
a. Describe all development activities you propose
(for example, building a home, motel, marina,
bulkhead, or pier).
Lav a force main within 75' of MHW
and suspend the force main from
the bridae across the Channel.
If you plan to build a marina, also complete
and attach Form DCM-MP-2.
b. Is the proposed activity maintenance of an ex-
isting project, new work, or both?
Existing Project
c. Will the project be for community, private, or
commercial use?
Community
d. Describe the planned use of the project.
To provide county sewer service
To CPCIPr Tc1and Residepce
4F LAND`?
Q?ND? ??
.
ISTIC
CHARACTER `
i
.

a. Size of entire tract N/A
b. Size of individual lot(s) N/A
c. Elevation of tract above mean sea level or Na-
tional Geodetic Vertical Datum 4 to .6' AMSL
d. Soil type(s) and texture(s) of tract
Sandy Loam
e. Vegetation on tract Ceders, M yrtles and
High Ground Marsh Grasses
f. Man-made features now on tract Existing
asphalt road and wooden bridge
g. What is the CAMA Land Use Plan Classifica-
tion of the site? (Consult the local land use
plan.)
Conservation Transitional
Developed Community
Rural Other
h. How is the tract zoned by local government?
R-20
i. How are adjacent waters classified? R-20
j. Has a professional archaeological survey been
carried out for the tract? No
If so, by whom?
5 -UPLAND D EVE
Complete this section if the project includes any
upland development.
a. Type and number of buildings, facilities, or
structures proposed . N /A
b. Number of lots or parcels N/A
c. Density (Give the number of residential units
and the units per acre.) NIA
d. Size of area to be graded or disturbed, 750ft
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?
N/A
f. Give the percentage of the tract within 75 feet
of mean high water to be covered by im-
permeable surfaces, such as pavement,
buildings, or rooftops. N/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 N/A
surfaces. Asphalt c. Type of material - N/A
d. Does the area to be `excavated include marsh-
h. If applicable, has a stormwater management land, swamps, or other wetlands? No
3
plan been submitted to the Division of En-
N/A e. High ground excavation, in cubic yards 34.72yds
vironmental Management? f. Dimensions of spoil disposal area N/A
= i. Describe proposed sewage disal and/or waste
TA g. Location of spoil disposal area N/A
water treatment facilities.
h. Do you claim title to the disposal area?. N/A
j. Have these facilities received state or local
N )A 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
N
A maintenance? / N/ A
If so, where? N/A
j. Does the disposal area include any marshland,
1. Describe location and type of discharges to swamOland,lor water areas? N/A
waters of the state (for example?surface runoff, k. Will the fill material be placed below mean
sanitary wastewater, industrial/commercial high water? N/A
effluent, or "wash down"). Water runoff 1. Amount of fill in cubic yards N/A
in. Type of fill material Sandy 1 oam
n. Source of fill material PxravatPd mater; al
m. Water supply source N/A o. Will fill material be placed on marsh or other
n. If the project is oceanfront development, wetlands? No
describe the steps that will be taken to main- p. Dimensions of the wetland to be filled None
tain established public beach accessways or pro- q. How will excavated or fill material be kept on
vide new access. N/A site and erosion controlled? Silt fPncP
will heplared all alons the

o.

If the project is on the oceanfront, what will

r. marsh (on bath sides of the read)
ta?nrevPnt Prnsion
What type of construction equipment will be
be the elevation above mean sea level of the
N/A used (for example, dra lin bac oe or
%acekhoe?frack mounted)
first habitable floor? hydraulic dredge)?
r ,
6 EXCAVATIOWV `AND FILL`
a

1 s. Will wetlands be crossed in transporting equip
-
INFORMATI =t N 7?
wiz meat to the project site?-Ng.- If yes, explain
the steps that will be taken to lessen en-
a. Describe below the purpose of proposed excava- vironmental impacts.
tion or fill activities (excluding bulkheads,
which are covered in Section 7).
Length Width Depth
Access channel
(MLW) or (NWL)
Boat basin
Other (break-
water, pier,
boat ramp,
rock jetty)
Fill placed in
wetland or below
MHW
Upland fill
areas
350' V
7 ITa ET A
F:
'm W41
a. Length of bulkhead or riprap_ N/A
b. Average distance waterward of mean high water
or normal water level 5 - 10'
c. Shoreline erosion during preceding 12 months,
in feet Minimal-less than 1' -
d. Type of bulkhead material N/A
e. Amount of fill, in cubic yards, to be placed
below mean high water none
f. Type of fill material sandy loam
excavated material
8 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 property. If the applicant is not
claiming to be the owner of said property, then for-
ward a copy of the deed or other instrument under
which the owner claims title, plus written permis-
sion from the owner to carry out the project.
An accurate work plat (including plan view and
cross sectional drawings) drawn to scale in black
ink on 8 V2 x 11 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 16
high quality copies are provided by the applicant.
(Contact the U.S. Army Corps of Engineers regard-
ing 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 per-
sonnel unfamiliar with the area to the site. Include
county road (SR) numbers, landmarks, and the like.
A stormwater management plan, if applicable, that
may have been developed in consultation with the
Division of Environmental Management.
A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners. These
individuals have 30 days in which to submit com-
ments on the proposed project to the Division of
Coastal Management. The applicant must advise
the adjacent landowners of this opportunity by sen-
ding a copy of the permit application to them by
registered or certified mail. This notification is re-
quired by G.S. 113-229(d).
Name Norman Robinson
Address Rt. 3 Box 303 FF
Wilmington NC 28403
Name Miriam J. Newton
Address 241 N. Channel Haven Drive
Wilmington , NC 28403
_
Name Julian Godwin
Address Rt.
Wilmington 3 Box 303-G
, NC 28403
Name Robert Williams Jr.
A list of previous state or federal permits issued
for work on the project tract. Include permit
numbers, permittee, and issuing dates.
D M-Permit fnr Dirscha? ar_g (13663) - 9/5/86
Frnai nn Cnntral - TU1 jr 17 19R7
A check for $100 made payable to the Depart-
ment of Natural Resources and Community
Development to cover the costs of processing the
application.
A signed AEC hazard notice for projects in ocean-
front and inlet areas.
A statement on the use of public funds. If the
project involves the expenditure of public funds, at-
tach a statement documenting compliance with the
North Carolina Environmental Policy Act
(N.C.G.S. 113A-1 to 10).
9 CERTIFICATION SAND =:PERMIS .
SION'Tb ENTERON LAND.
Any permit issued in response to this application
will allow only the development described in the
application. The project will be subject to condi-
tions and restrictions contained in the permit.
I certify that to the best of my knowledge, the pro-
posed 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 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 ap-
plication and follow-up monitoring of project.
This is the day
19
Landowner or Authorized agent
Send the completed application materials to the
Division of Coastal Management Office nearest you
and the U.S. Army Corps of Engineers. See the
map on the inside front cover for the appropriate
DCM office and addresses and phone number.
address 1 Ceder Island
Wilmington, NC 28403
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