20011083 Ver 1_COMPLETE FILE_20010712

Certification isued (401)
Subject: Certification isued (401)
Date: Fri, 31 Aug 2001 10:23:28 -0400
From: Janet Carroll <[e-mail]>
To: John Dorney <[e-mail]>
John
Certicication was issued for:
DWQ Project # 011226, Approval date August, 30, 2001
DWQ Project # 011083, Approval date August, 30, 2001
Comments entered by Janet Carroll on 8/31/01.

Brian Olson <[e-mail]>

!n V
1 of 1 8/31/01 10:34 AM
State of North Carolina
M
Department of Environment - ,
A
and Natural Resources ,
Wilmington Regional Office .-ft..-..?-
Division of Coastal Management
NCDENR
Michael F. Easley, Governor

William G. Ross Jr., Secretary NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Donna D. Moffitt, Director
July 11, 2001

MEMORANDUM:
TO: Mr. John R. Dorney, NCDENR
Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27611-7687
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Southwind Associates, Inc. - Beaver Creek Plantation
Project Location: Airport Road, Southport, Brunswick County
Proposed Project: Construction of a community pier/dock and a wooden bridge to provide access to
3 lots in a developing subdivision.
Please indicate below your agency's position or viewpoint on the proposed project and return this form
by August 1, 2001. If you have any questions regarding the proposed project, please contact Janet
Russell at 395-3900. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
L APPLICANT'S NAME: Southwind Associates, Inc.
PROJECT NAME: BEAVER CREEK PLANTATION
2. SITE LOCATION: Airport Road, Brunswick County
Photo Index - 2DM: 9-87 Grid E, F,G -.5,6,7,8,9,10,11 1995: J,K,L - 10,11,12,13
State Plane Coordinates - X: 2 273 000 Y: 65 000 GPS
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - April, 2001
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received -cc:July 6, 2001
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Brunswick County
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW, PT, CW, ES
(C) Water Dependent: Yes
(D) Intended Use: Pier & Dock For Water Access and Wooden Bridge
(E) Wastewater Treatment: Existing - Septic Tanks & Cluster System
Planned - No Change
(F) Type.of Structures: Existing - Roads & Utilities, New Subdivision
Planned - Pier/Dock/Bridge/Swimming Pool
(G) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED nTRP.R
(A) Vegetated Wetlands Shaded
Coastal Marsh 10,890 sf
Federal Wetlands .08 acres
(B) Non-Vegetated Wetlands Shaded
Open Water 1960 sf
(C) Other Disturbed
High Ground 11.4 acres
(li) Total Area Disturbed: Approximately 11.6 acres
(E) Primary Nursery Area: Yes (outside of AIWW channel), Yes-Beaverdam Creek
(F Water Classification: SA Open: No
8. PROJECT SUAIMARY: The applicant is requesting authorization to construct a community
pier/dock and a wooden bridge to provide access to 3 lots in a developing subdivision.
BEAVER CREEK PLANTATION
Page Two
9. PROJECT DESCRIPTION
The subject property is a 74.57 acre tract of land located off of Airport Road in Brunswick County. The site can
be reached from Highway 211 by turning right onto Highway 133 going towards the Oak Island Bridge. Turn
right onto SR1102, Airport Road, and travel all the way to the end of the road. The subdivision has signs and
is under construction. The property is within the Estuarine Shoreline Area of Environmental Concern and also
includes coastal wetlands, federal wetlands, and public trust/estuarine waters. Most of the streets have been
constructed and paved with curb and gutter. The utilities are installed. One house has been constructed, another
is under construction. There is an existing maintenance building on the property on Lot #6, as shown on the
plans. The applicant is requesting authorization to construct a community pier/dock and a wooden bridge to
provide vehicular access to 3 of the lots. Also, they are requesting to fill a small amount of federal wetlands to
make one lot, #14, buildable. Approximately .03 acres of wetlands have already been filled when Plantation
Way was constructed. This is indicated on the site plain. The applicant is seeking a Major CAMA Permit for
completion of the development. Individual homes would be outside of the areas- of environmental concern
(permit jurisdiction) or would be reviewed individually through the CAMA Minor Permit process. All of the
road work and utilities are outside of the area of environmental concern.
The tract borders the Atlantic Intracoastal Waterway on one side (Heron Run Road) and Beaverdam Creek
(Creek View Court) on another side. There is a wide expanse of coastal wetlands between the AIWW and the
high ground portion of the tractbordering Heron Run Road. Coastal wetlands on the tract include Snartina
alternifl ora, 1 i m jamaicense, Salicornia M., Distichlis snicata, Sna_rtina alte iflora, and Juncus
roemerianus. The proposed community pier providing water access is planned in a 30'-wide access easement
between lots 8 and 9. The pier will go? to an island and pick up on the other side traversing the marsh and 300'
of open water adjacent to the AIWW. The proposed alignment of the commuity pier and the presence of the
island will interfer with the traditional riparian corridor layouts for lots 7 and.8. However, mainland lots may
not be able to construct private piers anyway since the property lines do not appear to extend to mean high
water. The water depths at the proposed end of the community pier structure range from .9' to 3.09'. These
depths are shown in Detail A, an inset on the plans.
The proposed elevated bridge would traverse coastal marsh, primarily Distichlis snicata. The 18' wide, 420'
wooden bridge would extend off of Island Drive across the marsh to a small island. This bridge would provide
vehicular access to 3 proposed lots. This island (lots 49, 50 and 51) and the proposed bridge will make it
unlikely that mainland lots 48, 52 and 53 can have private piers due to the riparian corridors.
The waters of the AIWW and Beaverdam Creek-have been classified as SA by the Division of Water Quality.
The waters are closed to shellfishing as determined by Shellfish Sanitation but are a designated Primary Nursery
Area as designated by the Division of Marine Fisheries. The tract is under the planning jurisdiction of the South
East Brunswick Sanitary District.
10. ANTICIPATED DVIPACTS
Approximately 11.6 acres of land would be disturbed as a result of this initial development. This figure does
not include individual home sites. 10,890 square feet of coastal wetlands would be shaded by the boardwalk
and the wooden bridge. 1960 square feet of open water would be shaded 'by the pier and dock. About .03 acres
of federal wetlands would be filled by the proposed development. _
Janet M. Russell / July 9, 2001 / Wilmington
DESIGN NARRATIVE
1. Project Description: Beaver Creek Plantation - Phases I and II is a residential
development in Brunswick County consisting of a 42 acre tract on S.R. 1102, (Airport
Road) approximately 2 miles from the intersection of S.R. 1102 and N.C. Highway 133.
The project has been approved for PUD development by South Brunswick Sanitary
District and Phase I was formerly known as South Pointe Subdivision. The southern
boundary of the property is the Atlantic Intracoastal Waterway and portions of the
western boundary of the subdivision is Beaverdam Creek.
The intent of the project is to develop 84 single-family homesites with roadways,
community areas and drainage features. Building lots range in size from 0.5 acre to
0.9 acre. Approximately four acres of roadways will be established for the project.
Roads on the mainland will have curb and gutter. Curb cuts have been designed to
direct flow into swales. Sediment basins will be installed in swales to prevent sediment
from leaving the site. Drainage considerations are to be in accordance with NCDENR
stormwater requirements for low-density development. Because the project is located
within one-half mile of SA waters, total built-upon area will be limited to 25%.
Three lots are located on an island to be accessed by a wooden bridge. The Coastal
Wetland line was determined by CAMA representative, Janet Russell. US Army Corps
of Engineers (Allen Davis/Angie Pennock) has agreed to share the same line as the
404 boundary on the island and the boundary to the mainland.
The initial land disturbing activity associated with the development will consist of
clearing and grading the required areas for roadway, open areas, drainage features
and utility placement. Building lots will remain in a natural state to be cleared
individually after purchase. Deed restrictions will establish limits of impervious areas
for each lot.
2. Site Description: Site topography is relatively flat with slopes typically less than
one (1) percent. General slope from northeast to southwest provides positive drainage
for the site. Presently drainage is accomplished primarily through sheet flow. There
are several wetland pockets located on the site. An existing ditch runs along a
northern property boundary as shown on the attached drawing.
Coastal Wetlands adjoin the western (Beaver Creek) and southern (AIWW) property
boundaries. Vegetation consists primarily of pines and mixed hardwoods. Groundcover
includes grasses, fern and shrub. The primary soil type on site is Leon fine sand, with
some areas of Murville and Newhan sands, and Lafitte along the marsh.
3. Adiacent Property: The land use in the area is rural residential and agricultural or
forest.
4. Wetland Impacts: Wetlands exist on the subject property both at the coastal
marsh areas and within uplands that are not coastal related.
The proposed bridge and pedestrian boardwalks will impact coastal marsh wetlands
during construction by having machinery cross these areas to install pilings.
Rubber tired lightweight equipment will be used to minimize disturbance to the
wetlands. Width of disturbance will be reduced to only what is absolutely necessary
to install the bridge and boardwalk.
Wetland fill is proposed on a portion of a residential lot to allow for construction of a
residence on this lot. Proposed fill for this lot is 0.05 acres and does not fill the
entire wetland within this lot. It is proposed to only fill a portion to allow for
construction, but leave the remaining wetlands intact so as not to impound the
wetland area upstream within the proposed community pool lot. Wetland fill has
already occurred in an area 0.03 acres in size where the road crossing of Plantation
Way is located. This area will be considered within the total impacts.
5. Drainage Considerations: Drainage calculations to determine flowrate for storm
drainage areas and swales have been conducted as required for stormwater
permitting. Calculations were based on the rational method with estimates of
proposed swale slopes. Proposed swales are to be grass maintained and graded to
5:1 side slopes and will be periodically observed for signs of erosion. Temporary
check dams are installed to prevent erosion from leaving the site.
Wetland areas east of Plantation Way and north of Heron Run are important
components of this plan. These areas are both natural and manmade. The natural
areas are depressional wooded areas which are rarely inundated. Manmade areas
include a basin 2.5' to 3.5' deep which remains dry at the surface the majority of the
time as well. There is also an existing pond on the site east of South Pointe Drive
which serves-to collect stormwater and provide settlement before discharging to an
existing swale which connects to the AIWW.
6. Erosion Control Considerations: Velocities in proposed swales are low and
vegetative establishment is a priority. Additional measures have been proposed
and shown on the drawing to minimize soil migration from the site include but are
not limited to the following:
a. use of temporary seeding should construction be halted for the specified time
limit (refer to Specifications)
b. use of temporary construction entrance
c. use of check dams and sediment basins above swale outlets
d. use of silt fencing near marsh and wetland areas
7. Maintenance Considerations: During construction, the contractor will be required
to inspect and repair, as needed, all erosion control devices after any significant
rain event. Any measure found not performing its intended function shall be
repaired immediately. Upon completion of construction and establishment of
permanent ground cover, the Owner shall be responsible for maintenance on the
site.
r
8. Sanitary Sewer Treatment: Suitable soils have been identified and mapped. Lots
which will perk will have individual septic systems. Sewage from other lots will be
collected and piped to a community treatment and on-site discharge system.
Form DCM-MP 1
APPLICATION'.
(ro be completed by all applicants)
b. City, town, community or landmark
Smithville Township, Southport
1. APPLICANT
c. Street address or secondary road number
a. Landowner: - SR 1102 - Airport Road
Name 'Southwind Associates, Inc.
Joseph F. Coughlin
Address 8208 T.ake-vi Pw T)ri Te
City Wilmington State NC
d..Is .proposed, work within cit
_ y-.lmits or planning..__.
jurisdiction? Yes X No
e. Name of body of water nearest project (e.g. river,
creek, sound, bay) AIWW
Zip 28412 I>ay phone [phone]
Fax [phone]
b. Authorized Agent:
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
Name Right Angle Engineering, P.C. a.
Address 201 N. Front St., Suite 809
City -Wilmington State NC
Zip 28401 Day Phone [phone]
Fax [phone]
c. Projectname- (ifany)Beaver rreek
Plantation
NOTE. Perm& sill be iss+wd in now of lo.dowwer(s), adlor
projsa Mme.
2. LOCATION OF PROPOSED
.PROJECT
a. County Brunswick
- Re+iud 03195
List aR development activities you propose (e.g.
building a home, motel, marina, bulkhead, pier, and
excavation and/or fillip activities.
Residential subdivision with 84 lots
Raved streets with curb-"utter,
wooden bridge, community pool, bath-
house oar walk, sans ary sewer
treatment & LPP system
b. Is the proposed activity maintenance of an existing
prc jec , new work, or both? -New wo rk
c. Will the project be fbr public, private or commercial
use? Private
d. Given brief description of purpose, use, methods of
construction :and daily operations of proposed
pmje- If more space is needed, please attach
additional pages. The -project is a private
residential subdivision with 84 lotE
each approx. 1/2 acre or larger.
Initial clearing for roa ways only.
Construction of_roa,ways is s andarc
woo .en ri _ae anc?. oar wal
construction on pilings.
Form DCM MP-1
4. LAND AND WATER
CHARACTERISTICS
m. Describe existing wastewater treatment facilities.
None existing. Proposed design for
Phase I attached. Desian for Phase
II underway.
a. Size of entire tract 74.57 acres
b. Size of individual lot(s), 5 a c t o . 9 n r +/-)
{ c. roxhwit , elevno? tract above. ' MHW or
NWL
d. Soil type(s) and texture(s) of tract
Lakeland Sand
n, Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wanewater, industrial/commercial effluent, "wash
down' and residential discharges.) S t ormwa t er
only as shown on attached. plans.
?eve1 opment i-s - 1 ow-d ensi try (] P G -than
'25% impervious).
o. Describe existing drinlang water supply source.
roval
of Brunswick County Health Deff.
e. Vegetation on tract Pine, Myrtle, Vaccinium,
grasses.
f. Man-made featpre4 now on tract Barn, originally-
some T
subdivision roads are in on 5. ADDITIONAL INFORMATION
mainland home under constructio
QI'at mai is nl a and-AMA Land Use Plan land
g. Wh In addition to the completed application form, the
classification of the site? (cam L;e Iacd ]and use pim) following items must be submitted:
X Conservation Transitional
Developed Community
Rural x Other
h. How is the tract zoned by local government?
. Community/Transitional
L Is the proposed:projecr consistent with the applicable
zoning? X Yes No
j. Has a professional archaeological assessment been
done for the tract? Yes X No
If yes, by whom?
• A copy of the deed ; (with state application only) or
other instrument under which the applicant claims title
to theaffected 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-secxioaal drawings) drawn to scale in black
ink on an 8 M2' by 1I' white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
k. Is the project located .in -a National Registered
Historic District or does it involve a National
Register Iisted or eligible property?
Yes X No
1. Are there wetlands on the site? X Yes No
Coastal (marsh) X Other -X Yes
If yes, -has a delineation bees conducted?
(Anach A=wn u uj=%, if avafiabk)
phase note that original drawings art prof nTed and
only. high duality 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 shat :agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it mast be -sufficiently detailed to
guide agency personnel unfamiliar with the area to the
Re ind 03MS
Form DCM-MP-1
site. Include highway or secondary mad (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 eertlifk d mail. Such andowners 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.
6. CERTIFICATION AND PFRMMON
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 :-i 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
conduced in a manner consistent with such program.
Name'-Raymond McMahan I certify that I am authorized to grant, and do in fact,
Address 3307 Airport Rd. SE Southport, grant permission to representatives of state and federal
Phone NC 2 8 4 61 910 457-6575 review agencies to enter on the aforementioned Iands in
connection with evaluating information related to this
Name Doyle Dennis permit application and follow-up :monitoring of the
Address 2604 W. Yacht Dr. Long Beach, project
Phone NC 28465 910 278-5919
Name
Address
Phone
• A lest of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
Stormwater Phase I - SW8 980923
Sediment Erosion Control - Phase
980919RR / PhaGP TT n n n I n RR
• A check for $ZSO made payable to the Department of
Environment, BrAth, and Natural Resources
(DEFiNR) to cover the costs of processing the
application.
• A signed AEC :hazard notice for projects in
oceanfront and inlet areas.
• .A stateum at of compliance with the K.C.
'Environmental Policy Act (N.C.G.S. 113A -.1 to
.10) If the project involves-the expenditure of public
fiords -or use of public In&, attach a statement
doauneAting compliance with the North Carolina
Environmental Policy Act.
I further certify that the information provided. in this
application is truthful to the best of my knowledge.
'ZG+oI
This 'ai the 2 (6 day of SA A . , 19- .
Print Name J o51 ph C oq? . v?
Signature
or Ardwrized Agent
I
Please indicate attachments pertaining to your proposed
project
DCM MP-2Excavation and Fill Information
X DCM MP-3 -Upland Dwelopment
X DCM MP-4 Sttucxures Information
X DCM MP-5 Bridges and Culverts
.DCM MP-6. Marina Development
NOTE Pkwe .sign and date each amadvnew m the
space provided at the bo"n of each farm.
ReAwd 83145
Form DCM-MP-3
UPLAND
DEVELOPMENT
(Construction and/or land diisu rbing activities)
Attach this form to Joint Application for CAM A. Major h.
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project.
a. Type and number of buildings, facilities, units or
structures ro sed 84 private, single-family
homesitee-with roar's &utilities, i.
Vi: ol; bathhouse, sewer treatment &
b. mberyo? ? or parcels 8 4
Projects that require a CAMA Major Development
Permit may also. require a.Stormwater Certification.
Has a site development plan been submitted to the
Division of Environmental Management for review's
X Yes No
If yes, date submitted?ha s e I I- SW 8 9 9 0 717pen d i
Phase I permi
Describe proposed method of sewage disposal.
Phase I-collection to suitable soils
(as shown). Treatment and LPP release.
Phase II-similar design un erway.
Have the facilities described in hem i. above
received state or local approval? Yes
(Aftadh 4PP1°pTQ! d""-mO-V Approved by
j-
c. Density (give the number of residential units and the
units per acre) 84 units=less than 2 acre
(74 57 total ac
res Brunswick County.
Y. Describe location and type of proposed discha

d. Size of area to be graded, filled or disturbed rges to
waters of the state (for example, surface runoff

including roads, ditches, etc. 11.46 acres d i s -
turbed fo
i
i
i ,
sanitary wastewater, industrial/commercial effluent,
r
n
t
al development-roads; "wash down' and residential discharges)
utilities & drainage. urt er dis-
jplyle $A ¢d F
e
S
r
MA t4&SA& Surface runoff on residential island
an some omeslte
•
r
j
ect
than one s on main an , curb
acre of land, the Division of Land Resources must & gutter collect- on o s wa e s as s hoi•
receive an erosion and sedimentation control plan at on s t o rmwa t e r p 1 a n s_
least 30 days before land disturbing activity begins. 1. Describe proposed drinking water supply source
If applicable, has a sedimentation and erosion
l (e.g..well community, public system, etc.)
In ivi c?u
l
ll
contro
plan b submitted to the Division of Land a
we
w/approval of Brunswi c
Resources? yes No ounty ea epar ment
If yes, date submimedPh a s e I -permit # 9 8 0 915 B Jk,
- will water be impounded? yes X No
Phase 11-permiETMO307BR If yes how many acres?
-- f. List the materials (such as marl, paver stone,
_ asphalt, or concrete) to be used for paved surfaces. n.
Roads to be asphalt w/concrete curb. If the project is a oceanfront development, when
was the lot(s) platted and. recorded? N/A
g. Give the percentage of the tract within 75 feet of ApplknW Pm1e Name
MHW or NWL, or within 575 feet in the case of an
s
Outstanding Resource Water, to be covered by 4
1
impervious and/or built upon surfaces, such as "'
pavement, buildings, rooftops, or to be used for

O
vehicular driveways or parking. D'?`
Project is lov.- density less nan
Re',eM4mpervious throughout)
Form DCM-MP-d
-STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major e.
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s) .
(1) Commercial !-Community
Private
`; (2) ,_
_
Number 2
(3) Length
(4) Width
(5) Finger Piers Yes No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) X Yes No
(i) Number 1
CID ' Length 16,
(iii) Width 10,
_.: (7) Number of slips proposed 0
(8) Proximity of structure to adjacent riparian
prop" lines +/- 3 30 '
(9) Width of water bodyR/W of AIWW=1000'
(10) Water depth at waterward end of pier at

.?1 MLW or NWL = 51
b. Boathouse (mciuding coveted lifts)
(1) Commercial Private
(2) Length
(3) Width
c. Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) .Length(s)
d. Breakwater (e.g. wood, sheetpile, etc.)
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond MHW, NWL or
wetlands
Mooring buoys
(1) _ Commercial -,Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, -anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.)
(1) _ Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
g. Other (ck- -w Lew deer ph.)
Jose F .-
M,pficam o: eet Name
f
it. 101
Dote
Revised 03M
Form DCM MP-3
BRIDGES AND
CULVERTS
Attach this form to Joint Application for CAMA Major
Permit, Form DCM MP-1. Be sure to complete all
other seems of the Joint Application that relate to this
.proposed project-
1. BRIDGES
a. Public Private _
b. Type of bridge (construction material)
wooden
c. Water body to be crossed by bridge
Tidal marsh of AIWW
d_ Water depth at the proposed crossing at MLW or
NWL 0 - 1.'
e. WTI proposed bridge replace an existing bridge?
Yes X No
If yes,
(1) Length of existing bridge
(2) Width of existing bridge
(3) Navigation clearance undemcath existing
bridge
(4) WEI all, or a part of, the existing bridge be
removed? (Explain)
f. Will proposed bridge replace an existing culvert(s)?
Fes X No
If yes,
(1) Leagtb 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 emistiag culvert be
removed? (Explain)
g. Length of proposed bridge 420 L F
h. Width of proposed bridge 18 '
i. Height of proposed bridge above wetlands
Min - 3..0.' / Max - 4.1'
j. Will the proposed bridge affect existing water flow?
Yes X No
If yes, explain
k. Navion clearance underneath proposed bridge
N - non-navigable
1. Will the proposed bridge affect navigation by
reducing or increasing the existing navigable
opening? Yes X No
If yes, explain
m.. Witt the proposed bridge cross u?edands cog
no navigable wat crs? X yes No
jf?, =plain Bridge to cross marsh from
mainland to spoil island wi-th *_3 home-
sites. Marsh is flooded only at higI
tide and is non-naviga e. .
IL Have you contacted the 'U.S. Coast Guard
conceraft their approval?
Yes X_ No
If yes, please provide record of their.action.
ReA ed 03M
Form DCM-MP-5
j. will the proposed culvert affect existing navigaao4
2. CULVERTS N/A potential? Yes No
if yes, explain
a. Water body in which culvert is to be placed
b. Number of culverts proposed .
3• EXCAVATION AND FTI.L
77 C. Type of culvert (construction material, style)
a. Will the phc went of the proposed badge or calvett
requ>te any cmavation below the MHW or NWL?
-- d. Will proposed culvert replace an existmg bridge? Yes . X No
Yes No If Yes
If yes, (1) Length of area to be arcavated

. (1) L=gth of existing bridge (2) Width of area to be excavated
? i (2) Width of existing bridge (3) Depth of area to be excavated
(3) Navigation clearance underneath existing (4) Amount of material to be excavated in cubic
bridge Y?
!? (4) Will all, or a part of, the existing bridge be
removed? (Explain). b. Will the placxmeat of the proposed bridge or culvert
require any excavation within:
Coastal Wetlands _ SAVs _ Other Wetlands
If yes,.
e. Will proposed culvert replace an existitg culvert? (1) length of area w be excavated
Yes No (2) Width of area to be excavated
If yes, (3) Amount of material to be arcavated in cubic
(1) Length of existing culvert yards
(2) Width of existing culvert
(3) Height of the top of the existing cnivert above c. Will the placement of the proposed bridge or culvert
the'MHW or NWL require any bighgraund eccavation?
(4) Will all, or a part of, the existing culvert be Yes . X No
removed? (Explain) If yes,
(1) Length of area to be excavated
(2) Width of am to be excavated
- (3) Amount of material to be excriated in cubic
f Length of proposed culvert Yards
_ g. Width of proposed culvert
d.
If .the plate of the bridge or -culvert involves
any excavation, please complete the funowing:
h: -Height of the top of the proposed culvert above the (I) Location ofe :pail disposal area
'MHW or NWL
" (2) Dimensions of spoil disposal area
i. Will the proposed culvert affect eiisting water Sow.
Yes No (3) Do you c kim tide m the disposal aura?
if yes, explain. Yes No
if no, attach a letter.granting permission from
the owner.
Rewind 8314:
Form DCM-MP-5
(4) Will the disposal area be available for future b. Will the proposed project require the relocation of
maintenance? Yes No any existing utility-lines? Yes X No
(5) Ices the disposal area include any coastal If yes, explain in detail
wetlands (marsh), SAVs, or other wetlands?
Yes No
If yes, give dimensions if different from (Z)
above. c. Will the proposed project require the construction of
(6) Does the disposal area include any area below any temporary detour structures?
the MHW or NWL? Yes No Yes X No
771 If yes, give dimeation if different from No. 2 If yes, explain in detail
above.
e. Will the placement of the proposed bridge or culvert
result in any fill (other than excavated material d. Will the proposed project require guy work
described in Item d: above) to be placed below channels? Yes X No
MHW or NWV Yes _YX No If yes, complete Porn DCM W-2
If yes,
(I)` "Length of area to be filled e. How will excavated or -filI material be kept on site
(2) Width of area to be filled and erosion controlled? silt fence,
(3) Purpose of fill vegetation
f. Will the placement of the proposed bridge or culvert f. What type of consruction equipment will be used
result in any fill (other than excavated material (for example, dr.Vine, bacl hoe or -hydraulic
described in Item d. above) to be plated within: dredge)?Rubber tire equipment -of
!o Coastal WedandsNOSAVsN0MerWetlands light weight to reduce wetland
If yes, impact.
(1) Length of area to be filled
(2) Width of area to be filled g. Will wetlands be crossed in transporting equipment
(3) Purpose of fill to project site? X Yes , No
If yes, explain steps that will be taken to lessen
environmectal • impacts. Width of impact . to
- g. 'Will the placement of the proposed bridge or culvert
be
m i n i m a ze d, i g w e i g r u e r
-= result in any fill (other than excavated material tire equipment to minimize -impacts..
described in hem. d. above) to be placed on
- highground? X Yes No I Will the plat of the proposed bridge or culv
rt
Yer, e
require any shoreline stabilization?
- (1) Length Of a= to be filled X Yes No
_ (Z) Width of area to be filled If yes, explain in detail Shoreline & fill will
(3) purpowof:fill to establish grade be stabilized using rip rap ilter
necessary to meet clearance fabric.
requirements above -w-e`-t-1-an-Fs-.
4. GENERAL
a- Will the proposed project involve any mitigation?
- Yes X No
If yes, explain in detail.
IIUIoi
Do ft -
Revised 03195
Form DCM-MP 2
- EXCAVATION
D SILL
(1Sroept bridges snd eul" ts)
Attach this form to Joint Application for CAMA Mom
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application that relate to this
proposed project-
Descnbe below the purpose of proposed excavation or
fill activities. All values to be given in fed.
Average Flud
L w& Width Depth Deptk
Access
channel
(MLW) or (NWL)
Canal
Boat
basin
Boat
ramp
Rock
groin
Rock
hreahvater
Other
(wing
shomum
"a:dim)
1. EXCAVATION
a. Amount of material to be excavated from below
MHW or NWL.in cubic yards 0
b. Type of material to be excavated N/A
c. Does the area to be excavated include coastal
wetlands (marsh), submerged aquatic vegetation
(SAVs) or other wetlands? _ Yes X No
d. Highground excavation in cubic yards Pool
2. DISPOSAL OF EXCAVATED
MATERIAL
a. Location of disposal area off site.
b. Dimensions of disposal area N/A
c. Do you claim title to disposal area?
Yes X No
If no, attach a letter granting permission from the
owner.
d. Will a disposal area be available for future
maintenance? Yes No
If yes, where?
RrviNd 03PM
Form DCM--MP 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 N/A
a. Type of shoreline stabilb afion
Bulkhead Riprap
b. Length
c. Average distance waterward of MHW or NWL
d. Maximum distance waterward of MHW or NWL
e. Shoreline erosion during preceding 12 months
(Sa- of info-d-)
f. Type of bulkhead or riprap material
g. Amount of fill in cubic yards to be placed below
water level
(1) Riprap
(2) Bulkhead backfill
h. Type of fill material
i. Source of fill material
4. OTHER FELL ACTIVITIES
(Excluding Shord'me Stabiftution)
a. Will fill material be brought to site?
X Yes No
If yes,
(1) Amount of nwer*WID be placed in the
water N
(2) Dimensions of fill area
(3) Purpose of fill
b. Will fill material be placed in coastal wetlands
(marsh), SAVs or other wetlands?
X Yes No
If Yes,
(1) Dimensions of fill area 0.09 A.(..
(2) Purpose of fill R o a_dwa y , h o u
construction.
s. GENERAL
a. How will excavated or fill material be kept on site
and erosion controlled? silt fence,
vegetated cover, rock check dams.
b. What type of construction equipment will be used
(for example, dragline, backhoe, or hydraulic
dredge)?
trackhoe, dozer
c. Will wetlands be cr:,ssed in transporting equipment
to project site? Yes X No
If yes, explain steps that will be taken to lessen
environmental impacts.
Appficna Prqje7ct,,?
Flu 101
rf11ie
Revbed 03M

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