19990297 Ver 1_COMPLETE FILE_19990323

1, State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
ILT?W'A
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 8, 1999
Brunswick County
DWQ Project # 990297
Approval of 401 Water Quality Certification
Jerry Walters
Town Manager
Town of Long Beach
4601 E. Oak Island Drive
Long Beach, NC 28465
Dear Mr. Walker:
You have our approval, in accordance with the attached conditions, to dredge 6,100 square feet of water and wetlands
for the purpose of connecting to existing dead-end canals and then bridge the connection at 15" Street SW, Long Beach, as
you described in your application dated July 13, 1999. After reviewing your application, we have decided that this fill is
covered by General Water Quality Certification number 3112. In addition, you should get any other federal, state or local
permit before you go ahead with your project including (but not limited to) Sediment and Erosion, Coastal Stormwater, Non-
Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA
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 send us a new application. If the property is sold, the new owner must be given a copy of this
Certification and approval letter and is thereby responsible for complying wit all conditions. If total wetland tills 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. This approval shall
expire when the corresponding Nationwide Permit expires or as otherwise provided in the General 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 of the North Carolina General Statues to the Office of Administrative Hearings, PO Box 27447, Raleigh, NC
27611-7447. This Certification and its conditions are final and binding unless you ask for 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 919-733-9646.
Cc: Wilmington Corps of Engineers
Corps of Engineers Wilmington Field Office
Wilmington DWQ Regional Office
John Dorney
Central Files
Sincerely,
Kerr T. Stevens
G'
Division of Water Quality • Environmental Sciences Branch
Enviro. 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
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Town of Long Beach/Davis Canal Water Quality Improvements
2. LOCATION OF PROJECT SITE: Causeway 15th Street SW, Long Beach, adjacent to Davis
Canal.
Photo Index - 1995: 8-74: Q, R-8 1989: 4-185-10:A- 10 1984: 11-115:Q-7
State Plane Coordinates - X: 2250000 Y: 63200 S a ?Ibo 9
3
INVESTIGATION TYPE: CAMA
4.
77 J -?T
i s d q` C ,`G ?eC ?`? olc'?L
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/3/98
Was Applicant Present - Yes (Agent)
5.
PROCES§ING PROCEDURE: Application Received - 2/10/99
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Long Beach
Land Classification From LUP - Developed Residential/ Conservation
(B) AEC(s) Involved: ES,CW,PT,EW
m Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - None
Planned - None
(F) Type of Structures: Existing - Pubic street and bulkhead
Planned - Bridge
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands 2900 sqft.
Coastal marsh
(B) Non-Vegetated Wetlands 3200 soft.
Shallow bottom
(C) Other 1750 sgft.
Hi h round
(D) Total Area Disturbed: 7850 sqft.
(E) Primary Nursery Area: Yes
(F) Water Classification: SA Open: No
8. PROJECT SUN LVIARY: The Town proposes to excavate a portion of the existing earthen
causeway and construct a bridge, connecting two dead-end canals, off Davis Canal, to facilitate
and improve water flow.
0
Town of Long Beach
Page 2
9. PROTECT DESCRIPTION
The project site is located on 15th Street SW, in Long Beach, in Brunswick County. A portion of the
street exists as a causeway/earthen dam between two (2) finger canals that branch off Davis Canal. In the
area of the proposed bridge, the causeway is approximately 50 feet wide and it is stabilized along both
shorelines by vertical wooden bulkheads. The existing pavement is 18-20 feet wide and the road shoulders
are grassed. Waterward of the bulkhead, there is a border of coastal wetlands, primarily Smooth
Cordgrass (S.partina alterniflora), approximately 15 to 20 feet wide.
The waters of Davis Canal are classified as SA by the NC Division of Water Quality. They are CLOSED
to the harvest of shellfish. This site is within a Primary Nursery Area (PNA) designated by the NC
Division of Marine Fisheries.
The applicants are proposing to excavate a portion of the existing earthen causeway, connecting the two
dead-end finger canals, to facilitate and improve water flow. The project would require 105 linear feet
of wooden bulkhead to stabilize the both sides of the highground excavation and connect to the existing
bulkhead walls. The Town proposes to construct a bridge over the new water connection to maintain the
roadway. The bridge would be 30 feet long and 39 feet wide, supported by concrete pilings and cap at
either end. The bridge deck would be cored slab concrete, providing a clear span of 30 feet, and a
navigational vertical clearance approximately 6 feet above mean high water. To facilitate water flow,
excavation of the canal areas adjacent to the causeway would be completed to connect to the existing -3
ft. elevation (NGVD) contour, or A ft. at mean low water. This would include an area 50 feet by 70-85
feet on the west side of the causeway, and an area 40 feet by 35-60 feet on the east side of the causeway.
10. ANTICIPATED EVIPACTS
The proposed would incorporate approximately 2900 square feet of coastal wetlands (Spartina
alterniflora). An additional 3200 square feet of shallow bottom habitat would be disturbed from the canal
excavation, as well as, 1750 square feet of highground excavation. Additional highground disturbance
adjacent to the bridge site can be, expected during the construction period.
The proposed bridge would provide a connection between two existing dead-end canals. The increased
flow would provide better tidal flushing and hopefully, a resulting improvement in the water quality in
the canals. The proposed bridge would create a corridor for small vessel navigation that currently does
not exist.
Submitted by: E.F. Brooks Date:3/1/99 Office: Wilmington
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name Town of Long Beach
Address 4601 E. Oak Island Drive
City Long Beach
Zip 28465 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
East Coast Environmental Consultants Inc.
Name
Address 203 Yaupon Drive
City Yaupon Beach State NC
Zip 28465 Day Phone [phone]
Fax [phone]
c. Project name (if any) Davis Canal Water
Quality Improvements
NOTE. Penrdt will be issued in nano of landowner(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Brunswick County
State NC
b. City, town, community or landmark
Town of Long Beach
c. Street address or secondary road number
_ 15th Street West
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Davis Canal
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.
Proiect involves the installation of a 30' w
bridge with associated removal of road fill
the 15th Street West crossing of Davis Canal
The opening has timber bulkheads that extend
to the existing timber bulkheads.
b. Is the proposed activity maintenance of an existing
project, new work, or both? New work.
c. Will the project be for public, private or commercial
use? Public use.
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. The purpose of the proiect is
to improve the water quality in the vicinity
of 15th Street West by improving the flow
of water along Davis Canal. Currently,
the water does not pass under 15th Street
West causing poor water quality and an
unpleasant odor.
See attached letter.,
D; \`{,r, (U J C)F
``GASTAL MA!q.AC',FMFNT
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 0.2 acres
b. Size of individual lot(s)
N/A
c. Approximate elevation of tract above MHW XAX
7.3' (15th Street)
d. Soil type(s) and texture(s) of tract
Sand, silty sand
e. Vegetation on tract Spa tine Al niflo a Smilax,
Wax Myrtles, E. Bacchrus. Lobiolly Pine,
Poison Ivy, Lawn Grasses
f. Man-made features now on tract asphalt road,
bulkheads, power line
g. What . is the CAMA Land Use Plan land
classification of the site? (Consult the local land use plan.)
Conservation Transitional
Developed Community
Rural X Other
Public/Semi-Public
h. How is the tract zoned by local government?
Residential (1/4 acre lots)
i. Is the proposed project consistent with the applicable
zoning? X_ Yes No
(Attach zoning compliance ceRiftcate, if applicable)
j•
Has a professional
done for the tract?
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
Are there wetlands on the site? X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted? Yes
(Anach ?7ntation„ if available)
L) j
FEB 05 19
archaeological assessment been
Yes X No
m. Describe existing wastewater treatment facilities.
The project does not consist of any
occupied structures. THe Town has
septic tanks.
n. 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.)
Surface runoff,
o. Describe existing drinking water supply source.
The protect does not consist of anv
occupied structures. The Town's water
distribution svstem is suUUlied by well
water.
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.
10 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 7J.0203 for a
detailed description.)
Please note than 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
DIVISION OF i
Form 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 names 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 Eva House (Lot 1, SE 15th St.)
Address3206 Gaston Wehbs Chap P1 , TJnrnlntnn,
Phone NC 28092
Name Flora Mae Hobson (Lots 8 & 9. SE 15th)
Address 130 Plantation Dr., Greenwood, SC
Phone- 29649
Name See attached sheet for additional
Address property owners.
Phone
• 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
(DEHNR) to cover the costs of processing the
appl ication.
• 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 - 1 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 /? day of e L , 19 `F 9
?7'TQ
Print Name Jerry A. Walters ,f
Signature 11;?t,-1? r/4''` ??•'`?
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
_Z_ DCM MP-5 . Bridges and Culverts
DCM MP-6 Marina Development
NOTE: Please sign and date each attachment in the
space provided at ttie bottom teach form.

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5. ADDITIONAL INFORMATION (Cont'd.)
• A list of the names 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.
Name Edward and Dorothy Letendre (Lot 19, SE 15\h)
Address 124 Dogwood Drive, Wilmington, NC 28403
Phone
Name Bee Investment Corporation (Lots 1, 20 & 21, SE 15'h)
Address P.O. Box 157, Leland. NC 28451
Phone

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S:\0405\0008\edskproj\lonpbea\Application A=
0
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. 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 Mud
Existing Project
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
Length Width Depth Depth
N/A
NIA
N/A
N/A

N/A
s rw,
f
N/A
.. .,
! ,
180 30 9 0
Water quality improvements at
15th and Streets West
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 980 CY
b. Type of material to be excavated silty sand
and possibly muck.
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 751 CY
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Excavated material will be
placed on low lying lot owned by Town (at end
of SE 16th Street).
b. Dimensions of disposal area 220' x 230'
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where?
i
L 05 19 C_l 0 _
i'
;OASTA.I- 10ANAGENriiEN1
Form DCll1-NIP-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length
105'
c. Average distance waterward of MHW or NWL
Bulkheads are at MHW
d. Maximum distance waterward of MHW or NWL
Bulkheads are at MHW
e. Shoreline erosion during preceding 12 months
None
(Source'bf information)
f. Type of bulkhead or riprap material Timber
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap N/A
(2) Bulkhead backfill N/A
h. Type of fill material N/A
i. Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site? -
Yes X No
Revised 03/95 _ ?.
If Yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No .
If Yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Silt fence will be
used around stockpiled areas.
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? Yes _ X No
If yes, explain steps that will be taken to lessen
environmental impacts.
WATER QUALITY IMPROVEMENTS AT THE 15TH
STREET WEST CROSSING AT DAVIS CANAL
Applicant or Project Name
I?1 - ,??c'
Signature
/,1 /,(k A
Date
e
-,..-
Form DCM-MP-5
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.
1. BRIDGES
a. Public X Private
b. Type of bridge (construction material)
Prestressed concrete cored slabs supported
prestressed concrete piles.
c. Water-body to be crossed by bridge
Davis Canal
d. Water depth at the proposed crossing at MLW or
NWL 1. o' (NGVD)
e. Will proposed bridge replace an existing bridge?
Yes X No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
Yes _ X No
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge 39'
h. Width of proposed bridge 30'
i. Height of proposed bridge above wetlands
Approx. 6'
j. Will the proposed bridge affect existing water flow?
_X Yes No
If yes, explain Currently, water does not flow
through 15th Street. As noted previously,
the proposed bridge will improve the
existing water flow (and water quality).
k. Navigation clearance underneath proposed bridge
10.25' at MLLW
(MLLW = Mean Lower Low Water = 2.25' (NGVD))
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes X No
If yes, explain
m. Will the proposed bridge cross wetlands containing
no navigable waters? Yes _ x No
If yes, explain
If yes,
(1) Length of existing culvert n. Have you contacted the U.S. Coast Guard
(2) Width of existing culvert concerning their approval?
(3) Height of the top of the existing culvert above Yes X No
the MHW or NWL If yes, please provide record of their action.
Revised 03/95
Form DCM-MP-5
2. CULVERTS (N/A)
a. Water body in which culvert is to be placed
b. Number of culverts proposed
c. Type of culvert (construction material, style)
d. Will proposed culvert replace an existing bridge?
Yes No
if yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e. Witt proposed culvert replace an existing culvert?
Yes No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
f. Length of proposed culvert
g. Width of proposed culvert
h.' Height of the top of the proposed culvert above the
MHW or NWL
Will the proposed culvert affect existing water flow?
Yes No
If yes, explain
j. Will the proposed culvert affect existing navigation
potential? Yes No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
X Yes No
If yes,
(1) Length of area to be excavated 100'
(2) Width of area to be excavated 35' to 85'
(3) Depth of area to be excavated 5.7'
(4) Amount of material to be excavated in cubic
yards 980 CY (below MHW at 15th W. )
b. Will the placement of the proposed bridge or culvert
require any excavation within:
- Coastal Wetlands _ SAVs x Other Wetlands
If yes,
(1) Length of area to be excavated 90'
(2) Width of area to be excavated 35' to 85'
(3) Amount of material to be excavated in cubic
yards 610 CY
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If yes,
(1) Length of area to be excavated 501
(2) Width of area to be excavated 35
(3) Amount of material to be excavated in cubic
yards - 751 CY
d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal area
End of SE 16th Street
(2) Dimensions of spoil disposal area
220''x 230'
(3) Do you claim title to the disposal area?
X Yes No
If no, attach a letter granting permission from
the owner.
Revised 03/95
t.r c,c,9
Form DCM-NIP-5
(4) Will the disposal area be available for future
maintenance? X Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the MHW =Nb0 R Yes X No
If yes, give dimension if different from No. 2
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below
MHW or NWL? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within: No
- Cuastal Wetlands - SAVs _ Other Wetlands
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL
a. Will the proposed project involve any mitigation?
Yes _X No
If yes, explain in detail
Revised 03/95
b. Will the proposed project require the relocation of
any existing utility lines? X Yes No
If yes, explain in detail Water, electricity, and
telephone lines will (could) require
locating.
Will the proposed project require the construction of
any temporary detour structures?
Yes _ x No
If yes, explain in detail
d. Will the proposed project require any work
channels? Yes X No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? Stockpiled with silt
fence surrounding stockpiled areas.
f. What type of construction equipment will be used
(for example, dragline, backhoe or hydraulic
dredge)? Backhoe
g. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
WATER QUALITY IMPROVEMENTS AT THE
Applicant or Project Name
Signature
Date

?':? r

VICINITY MAP
TOWN OF LONG BEACH
WATER QUALITY IMPROVEMENTS AT
15th STREET CROSSING
OF DAVIS CANAL
Source: U.S.G. S. Quadrangle Map (Lockwood Folly, NC)
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-_`_-_`_?_ __ ----------" LONG B E A C H
EXISTING CONDITIONS AT 15TH STREET
WEST CROSSING OF DAVIS CANAL
PROJECT PLAN
TOWN OF LONG BEACH, NORTH CAROLINA
WATER QUALITY IMPROVEMENTS AT DAVIS CANAL
OCTOBER 5, Ig9b

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VEGETATION I %W OdS LINE RUNS PARALLEL WITH CANAL
C - C - COASTAL NETLAND5

- 404 X404 404 NETLAND5 TIMBER BULKHEAD

I I ? I I (EXISTING)
/
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NOTES:
1. THE EXISTING ROAD AND CANAL AREA WAS FIELD SURVEYED BY MCKIM t CREED ENGINEERS.
2. COASTAL AND 404 WETLANDS WERE IDENTIFIED BY LAND MANAGEMENT GROUP, INC.
PROPOSED 30' BRIDGE AT 15TH STREET
NEST CROSSING OF DAVIS CANAL
PROJECT PLAN, PROFILE $ SECTION
TOWN OF LONG BEACH, NORTH CAROLINA
WATER QUALITY INPROVENENTS AT DAVIS CANAL
OCTOBER 8, IggB

ASHPALT WEARING SURFACE
11- (5111-36) CORED SLABS
CONCRETE CAP '
(TYPICAL) -
O
HIGH TIDE _I

a n
N
EiOTTOM OF CANAL (ELEV - -3.0' NGVD)
NEW TIMBER BULKHEAD TO TIE-
INTO EXISTING BULKHEAD
(TYPICAL EACH END)
5-12" 50. PRESTRESSED CONCRETE
PILES; 60' LONG (TYPICAL EACH END)
1.
PROFILE
N
23- -
t01??STINC ?
p? -RFiM1?NG WA L
I
1
0
,. ,--
(MHW
EXISTING SHORELINE \Q
(MHW - 2.71' NCVD)
t- %
-

_, 1 0
NOTES: _a / ---1
1. DATUM IS NGVD 1C12ci
' ----1
2. MLN = -2.06
NGVD _2
MHN = 2.71' NGVD PROPOSED -3
BRIDGE

EGETATION EXISTING SHOREUNE / / '1f{' f l l II3?`I
(MHW . 2.71' NGVD)1f{ ff??
I /

I
C - C - COASTAL WETLANDS RY F GU'?11?F(F `
/ 11111
404 -404 404 WETLANDS
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IIII
EXCAVATION IN COASTAL WETLANDS
® ? ? IIIII
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-:C:ASTNL i>f A 1AGEM,EN
NOTES:
1. THE EXISTING ROAD AND CANAL AREA WAS FIELD SURVEYED BY MCKIM It CREED ENGINEERS.
2. COASTAL AND 404 WETLANDS WERE IDENTIFIED BY LAND MANAGEMENT GROUP, INC.
d
a
V
Q
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8
0
Iii
East Coast Environmental
Consultants Inc. 103 Yaupon Drive
Yaupon Beach, NC 28465
NC Office 910-278-1624
Pax 910-278-1625
SC Office 803-902-0445
TOWN OF LONG BEACH
CAMA MAJOR PERMIT APPLICATION
15th Street Bridge
PROJECT DESCRIPTION
The project site is located on 15th street SW, at the crossing of Davis Canal, in the
Town of Long Beach, Brunswick County. The proposed impacted area consists of 0.2
acres. The vegetation on the tract consists of Spartina alterniflora, Smilax sp., Myrica
cerifera, E. Bacchrus, Pinus taedea, and lawn grasses.
The proposed project consists of the replacement of an earthen/asphalt plug with a
39' X 30' prestressed concrete cored slab bridge on support pilings. The water depth at
the crossing will be 1.0' (NGVD).
The purpose of the proposed project is to improve water quality within an existing
primary nursery area, allowing the flow of water and aeration of subaqueous water layers.
The construction of the proposed project will result in the loss of approximately
6,000 square feet of coastal wetlands during the removal of 980 cubic yards of material
below MEW. The net total loss of wetlands in the project area will be mitigated by the
natural revegatation of shoreline areas with wetland plant species. The mitigation for the
permanent loss of coastal wetlands lies within the project purpose of increased water
quality and subsequent increase in area bioproductivity.
The following application expands on the proposed plan with information
concerning shoreline stabilization and high ground excavation.
a, -
r F N !` t? "Qctc; _
V CTr L N LGEf\TEI,i-T
Y

W K:

TOWN OF OAK ISLAND

4601 East Oak Island Drive [phone]
Oak Island, North Carolina 28465 FAX [phone]
July 13, 1999
Mr. John R. Dorney
Division of Water Quality PAYMENT
North Carolina Department of Environment
and Natural Resources RECEIVED
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Dear Mr. Dorney:
Enclosed please find a check in the amount of $200.00 in payment of the fee required
for issuance of a 401 Water Quality Certification for Davis Canal Water Improvements
in the Town of Oak Island (formerly Towns of Long Beach and Yaupon Beach) in
Brunswick County. Reference is made to DWQ#990297. My understanding from
previous telephone conversations with you is that payment of the fee is the only issue
preventing the issuance of the certification.
Thank you for your assistance and attention to this matter. If you have any questions
or need additional information, please feel free to let me know.
Sincerely,
erry A. Walters
Town Manager
Enclosure
?J . ? U.. t' -(19--
cc: Mr. Doug Huggett, Division of Coastal Management, Raleigh
Davis Creek Water Quality Project File
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
1 ? •
AO "Wom-%W00-
NCDENr-
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 31, 1999
East Coast Environmental Consultants, Inc.
203 Yaupon Drive
Yaupon Beach, NC, 28465 PAYMENT
RECEIVED
Dear Mr. Forman:
Subject: Application for 401 Water Quality Certification
DWQ # 990297
Brunswick County
On March 4, 1999, your application for a 401 Water Quality Certification for
Davis Canal Water Improvements in the Town of Long Beach in Brunswick County was
received by the N.C. Division of Water Quality. The Division will begin to review the
project for eventual decision. However, please be aware that beginning January 1, 1999
that the N.C. General Assembly passed legislation requiring payment of a fee of $200.00
for this project. The 401 Certification cannot be issued until this fee is paid. Until that
time, your application will remain on hold as incomplete.
Please call Cyndi Bell at 919-733-1786 if you have any questions.
Si c
Jo n R. Dorney
cc: Central Files
Wilmington DWQ Regional Office
Wilmington Field Office US Army Corps of Engineers
Cyndi Bell
Wetland File
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO March 22, 1999
Regulatory Division
Action ID No. 199910812
Mr. John Dorney
Division of Environmental Management
North Carolina Department of Environment,
Health, and Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Dear Mr. Dorney:
I
3,t
Please reference the application of the NC Wildlife Resources Commission for Department of
the Army (DA) authorization and a State Water Quality Certification to place fill material within
waters and wetlands of the United States, upgrade and pave a portion of an existing unpaved
secondary road, and construct a public boat launching facility, including installation of two boat
ramps, a floating dock, a fixed dock, and a parking area, on property located off State Road 1122,
adjacent to the Hydeland Canal and the Pamlico Sound, near Swan Quarter, in Hyde 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 is 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, in most cases, 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, or asked for an extension of time, by May 20, 1999, the District Engineer will deem
that waiver has occurred.
-2-
Questions or comments may be addressed to Mr. Raleigh Bland, Washington Regulatory
Field Office, Regulatory Division, telephone [phone], extension 23.
Sincerely,
VX?4,964
Raleigh W. Bland, P.W.S.
Regulatory Project Manager
Copies Furnished:
Mr. John Parker
Division of Coastal Management
North Carolina Department of Environment,
Health and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO March 10, 1999
Regulatory Division
Action ID No. 199900862
Mr. John Dorney , NEAR 1 1999
Division of Water Quality
North Carolina Department of
Environment and Natural Resources WETLANDS GROUP
4401 Reedy Creek Road TER UAUTY SECTI
Raleigh, North Carolina 27611-7687
Dear Mr. Dorney:
Reference the application of the Town of Long Beach for Department of
the Army authorization and a State Water Quality Certification to excavate a
portion of an existing earthen causeway, for the purpose of connecting two
dead-end canals, and to construct bulkheads and a bridge over the resulting
connected canals, on Davis Creek in Long Beach, Brunswick 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 is 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.
According to our administrative regulations, 60 days is reasonable for
State action. Therefore, if you have not acted on the request, or asked for an
extension of time, by May 32, 1999, the District Engineer will deem that
waiver has occurred.
Questions or comments may be addressed to the undersigned available at,
telephone [phone].
Sincerely,
1
H. Richter
Project Manager
Wilmington Field Office
Copy Furnished:
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Town of Long Beach/Davis Canal Water Quality Improvements
2. LOCATION OF PROJECT SITE: Causeway 15th Street SW, Long Beach, adjacent to Davis
Canal.
Photo Index - 1995: 8-74:Q,R-8 1989: 4-185-10:A-10 1984: 11-115:Q-7
State Plane Coordinates - X: 2250000 Y: 63200
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 12/3/98
Was Applicant Present - Yes (Agent)
5. PROCESSING PROCEDURE: Application Received - 2/10/99
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Long Beach
Land Classification From LUP - Developed Residential/ Conservation
(B) AEC(s) Involved: ES,CW,PT,EW
® Water Dependent: Yes
(D) Intended Use: Public
(E) Wastewater Treatment: Existing - None
Planned -None
(F) Type of Structures: Existing - Pubic street and bulkhead
Planned - Bridge
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [AREA]
nRAT')(:F.T) TRTT 7 PT) C)IMM7
(A) Vegetated Wetlands 2900 sqft.
Coastal marsh
(B) Non-Vegetated Wetlands 3200 saf,
Shallow bottom
(C) Other 1750 sqft.
Hi h round
(D) Total Area Disturbed: 7850 sqft.
(E) Primary Nursery Area: Yes
M Water Classification: SA Open: No
8. PROJECT SUMMARY: The Town proposes to excavate a portion of the existing earthen
causeway and construct a bridge, connecting two dead-end canals, off Davis Canal, to facilitate
and improve water flow.
Town of Long Beach
Page 2
9. PROTECT DESCRIPTION
The project site is located on 15th Street SW, in Long Beach, in Brunswick County. A portion of the
street exists as a causeway/earthen dam between two (2) finger canals that branch off Davis Canal. In the
area of the proposed bridge, the causeway is approximately 50 feet wide and it is stabilized along both
shorelines by vertical wooden bulkheads. The existing pavement is 18-20 feet wide and the road shoulders
are grassed. Waterward of the bulkhead, there is a border of coastal wetlands, primarily Smooth
Cordgrass (Spartina alterniflora), approximately 15 to 20 feet wide.
The waters of Davis Canal are classified as SA by the NC Division of Water Quality. They are CLOSED
to the harvest of shellfish. This site is within a Primary Nursery Area (PNA) designated by the NC
Division of Marine Fisheries.
The applicants are proposing to excavate a portion of the existing earthen causeway, connecting the two
dead-end finger canals, to facilitate and improve water flow. The project would require 105 linear feet
of wooden bulkhead to stabilize the both sides of the highground excavation and connect to the existing
bulkhead walls. The Town proposes to construct a bridge over the new water connection to maintain the
roadway. The bridge would be 30 feet long and 39 feet wide, supported by concrete pilings and cap'at
either end. The bridge deck would be cored slab concrete, providing a clear span of 30 feet, and a
navigational vertical clearance approximately 6 feet above mean high water. To facilitate water flow,
excavation of the canal areas adjacent to the causeway would be completed to connect to the existing -3
ft. elevation (NGVD) contour, or -1 ft. at mean low water. This would include an area 50 feet by 70-85
feet on the west side of the causeway, and an area 40 feet by 35-60 feet on the east side of the causeway.
10. ANTICIPATED IMPACTS
The proposed would incorporate approximately 2900 square feet of coastal wetlands (Spartina
altend lora). An additional 3200 square feet of shallow bottom habitat would be disturbed from the canal
excavation, as well as, 1750 square feet of highground excavation. Additional highground disturbance
adjacent to the bridge site can be expected during the construction period.
The proposed bridge would provide a connection between two existing dead-end canals. The increased
flow would provide better tidal flushing and hopefully, a resulting improvement in the water quality in
the canals. The proposed bridge would create a corridor for small vessel navigation that currently does
not exist.
Submitted by: E.F. Brooks Date:3/1/99 Office: Wilmington
Form DCM-MP-1
APPLICATION
(To be completed by all applicants)
1. APPLICANT
a. Landowner:
Name Town of Long Beach
Address 4601 E. Oak Island Drive
City Long Beach State NC
b. City, town, community or landmark
Town of Long Beach
c. Street address or secondary road number
_ 15th Street West
d. Is proposed work within city limits or planning
jurisdiction? X Yes No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) Davis Canal
Zip 28465 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
East Coast Environmental Consultants Inc. a. List all development activities you propose (e.g.
Name
building a home, motel, marina, bulkhead, pier, and
203 Yaupon Drive excavation and/or filling activities.
Address Project involves the installation of a 30' w
bridge with associated removal of road fill
City Yaupon Beach State NC the 15th Street West crossing of Davis Canal
The opening has timber bulkheads that extend
Zip 28465 Day Phone [phone] to the existing timber bulkheads.
p y b. Is the proposed activity maintenance of an existing
project, new work, or both? New work.
Fax [phone]
c. Project name (if any) Davis Canal Water
Quality Improvements
NOTE: Penn! will be issued in nano of landowncr(s), and/or
project name.
2. LOCATION OF PROPOSED
PROJECT
a. County Brunswick County
c. Will the project be for public, private or commercial
use? Public use.
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. The purpose of the pros ect is
to improve the water quality in the vicinity
of 15th t Pet West by improving the flow
of water along Davis Canal. Currently,
the water does not pass under 15th Street
West causing poor water quality and an
unpleasant odor.
See attached letter. ??
Form DCNI-NIP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract 0.2 acres
b. Size of individual lot(s) N/A
Approximate elevation of tract above MHW
WM 7.3' (15th Street)
d. Soil type(s) and texture(s) of tract
Sand, silty sand
e. Vegetation on tract gpnrri na Al Ynrni f 1 o , Smilax,
Wax Myrtles E. Bacchrus Lobioll Pine
Poison Ivy, Lawn Grasses
f. Man-made features now on tract _asphalt road,
bulkheads, power line
g. What is the CAMA Land Use Plan land
classification of the site? (Consult the cowl tone use plan.)
Conservation Transitional
Developed Community
Rural X Other
Public/Semi-Public
h. How is the tract zoned by local government?
Residential (1/4 acre lots)
i. Is the proposed project consistent with the applicable
zoning? X 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? X Yes No
Coastal (marsh) X Other
If yes, has a delineation been conducted? Yes
(Attach 4Qj;wrncntarion, if-available"
11 7F1-
in. Describe existing wastewater treatment facilities.
The project does not consist of any
occupied structures. THe Town has
septic tanks.
n. 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.)
Surface runoff
o. Describe existing drinking water supply source.
The Proiect does not consist of any
occupied structures. The Town's water
distribution system is supplied by well
water.
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 8 112" by 1 I" 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
Form 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 names 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 Eva House (Lot 1, SE 15th St.)
Address3206 Gaston Webbs Chapel . T inrnlntnn,
Phone _ N 28092
Name Flora Mae Hobson (Lots 8_&__g, SE 15th)
Address 130 Plantation Dr., Greenwood, SC
Phone 29649
Name See attached sheet for additional
Address _ property owners.
Phone
• 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
(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 - 1 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 Id day of Q-FC_ , 19 ,q 0, .
Print Name Jerry A. Walters CA
Signature
Landowner or Authorized Agent
Please indicate attachments pertaining to your proposed
project.
X DCM MP-2 Excavation and Fill Information
DCM MP-3 Upland Development
DCM MP-4 Structures Information
_2_ DCM MP-5 Bridges and Culverts
DCM MP-6 Marina Development
NOTE. Please sign and date each attachment in the
space provided at ,the 'bottom teach form.
r=R C i9Q9
?;
5. ADDITIONAL INFORMATION (Cont'd.)
• A list of the names 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.
Name Edward and Dorothy Letendre (Lot 19, SE 15th)
Address 124 Dogwood Drive, Wilmington, NC 28403
Phone
Name Bee Investment Corporation (Lots 1, 20 & 21, SE 15th)
Address P.O. Box 157, Leland, NC 28451
Phone
100,9
---,OA-TAL MANAGE-VI i
S:kD405\0009 .sdskprojklongbeaWpplication doc
Form DCM-MP-2
EXCAVATION
AND FILL
(Except bridges and culverts)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-I. 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
E3dsW% Praject
Length Width Depth Depth
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
breakwater
Other
(Excluding
shoreline
stabilization)
N/A
NIA
N/A
N/A
.t?
• f .
N/A ?^
I ,• .
N/A
180 30 9 0
Water quality improvements at
15th and Streets West
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL in cubic yards 980 CY
b. Type of material to be excavated Silty sand
and possibly muck.
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 751 CY
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area Excavated material will be
placed on low lying lot owned by Town (at end
of SE 16th Street).
b. Dimensions of disposal area 220' x 230'
c. Do you claim title to disposal area?
X Yes No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes X No
If yes, where? `;
I? ?J
JIB D=EB 05 1999 _l
n ' n c. ?. -
C?OASTALL iVIANAGcI\I'iENT
Forth DCI.1-11P-2
e. Does the disposal area include any coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
f. Does the disposal include any area in the water?
Yes X No
3. SHORELINE STABILIZATION
a. Type of shoreline stabilization
X Bulkhead Riprap
b. Length 105'
c. Average distance waterward of MHW or NWL
Bulkheads are at MHW
d. Maximum distance waterward of MHW or NArL
Bulkheads are nt MHW
e. Shoreline erosion during preceding 12 months
None
(Source of infor w1ion) -
f. Type of bulkhead or riprap material Timber
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap NIA
(2) Bulkhead back-fill N/A
h. Type of fill material N/A
i. Source of fill material N/A
4. OTHER FILL ACTIVITIES
(Excluding Shoreline Stabilization)
a. Will fill material be brought to site?
Yes X No - -'
- I
If Yes,
(1) Amount of material to be placed in the
water
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
Yes X No
If Yes,
(1) Dimensions of fill area
(2) Purpose of fill
5. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? Silt fence will be
used around stockpiled areas.
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? Yes _X No
If yes, explain steps that will be taken to lessen
environmental impacts.
WATER QUALITY IMPROVEMENTS AT THE 15TH
S?'REE WEST CROSSING AT DAVIS CANAL
AppUcantt? or Project Name
Signature
Date
RevLGed 03195
Form DCNI-NIP-5
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.
1. BRIDGES
a. Public X Private
b. Type of bridge (construction material)
Prestressed concrete cored slabs supported
prestressed concrete piles
c. Water body to be crossed by bridge
Davis Canal
d. Water depth at the proposed crossing at MLW or
NWL 1.0' (NGVD)
e. Will proposed bridge replace an existing bridge?
Yes X No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
Yes X No
If yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
r 1909
r? F, G 5
COASTAL P?IiANAGENiEI"-
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
g. Length of proposed bridge 39'
h. Width of proposed bridge
30'
i. Height of proposed bridge above wetlands
ApDrox. 6'
j. Will the proposed bridge affect existing water flow?
X_ Yes No
If yes, explain _Currently, water does not flow
through 15th Street. As noted previously,
the proposed bridge will improve the
existing water flow (and water quality).
k. Navigation clearance underneath proposed bridge
10.25' at MLLW
(MLLW = Mean Lower Low Water = 2.25' (NGVD))
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes X No
If yes, explain
in. Will the proposed bridge cross wetlands containing
no navigable waters? Yes x_ No
If yes, explain
n. Have you contacted the U.S. Coast Guard
concerning their approval?
Yes X No
If yes, please provide record of their action.
Revised 03195
Form- DCM-NIP-5
2. CULVERTS (N/A)
a. Water body in which culvert is to be placed
b. Number of culverts proposed
c. Type of culvert (construction material, style)
d. Will proposed culvert replace an existing bridge?
Yes No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance underneath existing
bridge
(4) Will all, or a part of, the existing bridge be
removed? (Explain)
e. Will proposed culvert replace an existing culvert?
Yes No
if yes,
(1) Length of existing culvert
(2) Width of existing culvert
(3) Height of the top of the existing culvert above
the MHW or NWL
(4) Will all, or a part of, the existing culvert be
removed? (Explain)
f. - Length of proposed culvert
g. Width of proposed culvert
h.' Height of the top of the proposed culvert above the
MHW or NWL
Will the proposed culvert affect existing water flow?
Yes No
If yes, explain
Revised 03/95
j. Will the proposed culvert affect existing navigation
potential? Yes No
If yes, explain
3. EXCAVATION AND FILL
a. Will the placement of the proposed bridge or culvert
require any excavation below the MHW or NWL?
X Yes No
If yes,
(1) Length of area to be excavated 100 `
(2) Width of area to be excavated 35' to 85'
(3) Depth of area to be excavated 5.7'
(4) Amount of material to be excavated in cubic
yards 980 Cy (below MHW at 15th W.)
b. Will the placement of the proposed bridge or culvert
require any excavation within:
- Coastal Wetlands _ SAVs x Other Wetlands
If yes,
(1) Length of area to be excavated 90'
(2) Width of area to be excavated 35' to 85'
(3) Amount of material to be excavated in cubic
yards 610 CY
c. Will the placement of the proposed bridge or culvert
require any highground excavation?
X Yes No
If yes,
(1) Length of area to be excavated 50'
(2) Width of area to be excavated 351
(3) Amount of material to be excavated in cubic
yards 751 CY
d. If the placement of the bridge or culvert involves
any excavation, please complete the following:
(1) Location of the spoil disposal area
End of SE 16th Street
(2) Dimensions of spoil disposal area
220' x 2x(1'
(3) Do you claim title to the disposal area?
x Yes No
If no, attach a letter granting permission from
the owned-
"Lr
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1~orm DCM-MP-5
(4) Will the disposal area be available for future
maintenance? X Yes No
(5) Does the disposal area include any coastal
wetlands (marsh), SAVs, or other wetlands?
Yes X No
If yes, give dimensions if different from (2)
above.
(6) Does the disposal area include any area below
the MHWXK)VM$ Yes X No
If yes, give dimension if different from No. 2
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed below
MHW or NWL? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
f. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed within: No
- Coastal Wetlands - SAVs _ Other Wetlands
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
g. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material
described in Item d. above) to be placed on
highground? Yes X No
If yes,
(1) Length of area to be filled
(2) Width of area to be filled
(3) Purpose of fill
4. GENERAL,
Will the proposed project involve any mitigation?
Yes X No
If yes, explain in detail
Revised 03/95
Will the proposed project require the relocation of
any existing utility lines? X Yes No
If yes, explain in detail Water, electricity, and
telephone lines will (could) require
locating.
c. Will the proposed project require the construction of
any temporary detour structures?
Yes X No
If yes, explain in detail
d. Will the proposed project require any work
channels? Yes X No
If yes, complete Form DCM-MP-2
e. How will excavated or fill material be kept on site
and erosion controlled? Stockpiled with silt
fence surrounding stockpiled areas.
What type of construction equipment will be"used
(for example, dragline, backhoe or hydraulic
dredge)? Backhoe
g. Will wetlands be crossed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
h. Will the placement of the proposed bridge or culvert
require any shoreline stabilization?
Yes X No
If yes, explain in detail
WATER QUALITY IMPROVEMENTS AT THE
Applicant or Project Name
/)). ??A-'11
Signature
116 1-gr
Date _ i
1,5 7999 --J
?TAL [V"'-"AAGEP0ENT

17
Sunse
'Harb

F

VICINITY MAP
TOWN OF LONG BEACH
WATER QUALITY IMPROVEMENTS AT
15th STREET CROSSING
OF DAVIS CANAL
Source: U.S.G.S. ' Quadrangle Map (Lockwood Folly, NC)
N

t- EB 0 5 1999 =-

' -OAST.AL fViANAGENEN T
2000
0 2000' 4000'
SCALE; 1'=2000' (Horiz.)

- -
1
1
EE LEVEE I -
1
1
. ?Y: LEV

. ? : - - -- - _ - - - - -
_
15`h Street West

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ar
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5 DAVIS CANAL

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-
- -
--
_ _J ? ,?• _ __ - SITE Long-Beach

........

LONG BEACH
F
EXISTING CONDITIONS AT 15TN STREET
NEST CROSSING OF DAVIS CANAL
PROJECT PLAN
TOWN OF LONG BEACH/ NORTH CAROLINA
WATER QUALITY If"IPROVENENTS AT DAVIS CANAL
OCTOBER 8, IGgB
/II
I
?; rl
17-
16?
tA- -? ? I
13-_ ? ,- I I
10-
9 _ ' -
7? ?i , \ 1
N
SCALE:I"= 60'
1. DATUM IS NGVD Ig2q
2. MLN = -2.06' NGVD
MHN = 2.71' NGVD
VEGETATION
- C - C - COASTAL WETLANDS
- 404 - 40A - 404 WETLANDS
3
Q
V
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8
0
0
T
\ IIII
H ' II IIII
1\I IIII
I I1II
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co 9
/
? V
\ \ / '2
TIMBER BULKHEA
(EXISTING) _0
1 I , T INC ALL
ir?l I l?
Wp # LINE RUNS PARALLEL WITH CANAL
/ I TIMBER BULKHEAD
/ // / 1 I , I I (EXISTING)
/ / / / ?2? e I ' I I \ 1\ 1
/// / / / / ? III I
/ / I /II I I
?j/? j% ?? III Ii•
/ // I 11 ? l I IIII
11 I I ` I ` ? / I I III ?
/ \?\\1\\\? 11 10 \? / r m1RE If
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E B 0 ? 1990
,-
PP -,CASTAL E?IANAGEMEN T
NOTES:
1. THE EXISTING ROAD AND CANAL AREA WAS FIELD SURVEYED BY I"ICKIM t CREED ENGINEERS.
2. COASTAL AND 404 WETLANDS WERE IDENTIFIED BY LAND MANAGEMENT GROUP, INC.
PROPOSED 30' BRIDGE AT 15TH STREET
NEST CROSSING OF DAVIS CANAL
PROJECT PLAN, PROFILE t SECTION
TOWN OF LONG BEACH, NORTH CAROLINA
WATER QUALITY IrIPROVEI"IENTS AT DAVIS CANAL
OCTOBER 8, Igga
30' - 0"
ASHPALT WEARING SURFACE
I II- (5111-36) CORED SLABS
CONCRETE CAP
(TYPICAL)
HIGH TIDE (
rTl
eD
N
BOTTOM OF CANAL (ELEV -3.0' NGVD)
NEW TIMBER BULKHEAD TO TIE-
INTO M5TING BULKHEAD '
(TYPICAL EACH END)
5-17" 50. PRESTRESSED CONCRETE
PILES; 60' LONG (TYPICAL EACH END)
PROFILE
N
15^
12? _ _ - ^
101?EHf15TING ?
g- -RE-TMN ING WAIIL
10
EXISTING SHORELINE
(NHW • 2.71' NGVD)??

SCALE:I"=G0'
C,
-2 NOTES: -3
1. DATUM IS NGVD IC129 ---0
2. MLN = -2.0G' NGVD / -'
NHW = 2.71' NGVD PROPOSED -?a
BRIDGE
EXISTING SHORELINE
(NHW . 2.71 NOVO) /
I /
VEGETATION
C C? COASTAL WETLANDS PIP GUl?rrlgEl' '
/ IIIII II ?
404 -104 404 WETLANDS

'
lilt
i
® EXCAVATION IN COASTAL WETLANDS I I I I
I I
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y
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AG EVEN
NOTES:
1. THE EXISTING ROAD AND CANAL AREA WAS FIELD SURVEYED BY MCKIM If CREED ENGINEERS.
2. COASTAL AND 404 WETLANDS WERE IDENTIFIED BY LAND MANAGEMENT GROUP, INC.
Q
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0
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