20041644 Ver 2_CAMA Application_20080804

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor James H. Gregson, Director William G. Ross Jr. Secretary
August 1, 2008
MEMORANDUM:
TO: Ms. Cyndi Karoly
Environmental Biological Supervisor
Division of Water Quality
FROM
SUBJECT:
Applicant:
Project Location:
Doug Huggett
Major Permits Processing Coordinator
CAMA/DREDGE & FILL Permit Application Review
Cape Carteret Baptist Church

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AUG 4 2008
DENR - WATER QIJAU i v
VYEUNDS AND STORMWATER BRANCH
The project site is located at 101 Anita Forte Drive, adjacent to Highway 24,
Cape Carteret, Carteret County
Proposed Project: The applicant is proposing to construct three new buildings, stormwater
system, repair an existing culvert, redo the existing parking area, install new
wastewater system and maintenance excavate an existing stormwater pond.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
8/22/2008. If you have any questions regarding the proposed project, please contact
Heather Styron at [phone]. When appropriate, in-depth comments with supporting data are
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 400 Commerce Avenue, Morely, North Carolina 28557
Phone, 252-808-2808\ . - 30 \ Interne : www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled \ 10% Post Consumer Paper
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Major Permit Fee Schedule
Circle One

Development Type
Fee DCM %
(14300160143510009316256253) DWQ %
(2430016024351000952341)

I. Private, non-commercial
development that does not involve
the filling or excavation of any
wetlands or open water areas: $250 100%($250) 0%($0)

It. Public or commercial
development that s not 'e4olve
the filling or excavation. any
wetlands or open wat areas:
$400 /
100% ($400)
0%($0)
III. For development that-' volves
the filling and/or excavation o up
to 1 acre of wetlands and/or open
water areas, determine if A,B, C,
or D below applies:
III(A). Private, non-commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $250 100%($250) 0%($0)
III(B). Public or commercial
development, if General Water
Quality Certification No. 3490
(See attached) can be applied: $400 100%($400) 0%($0)
III(C). If General Water Quality
Certification No. 3490 (see
attached) could be applied, but
DCM staff determined that
additional review and written
DWQ concurrence is needed
because of concerns related to
water quality or aquatic life: $400 60%($240) 40%($160)
11I(D). If General Water Quality
Certification No. 3490 (see
attached) cannot be applied: $400 60%($240) 40%($160)
IV. Development that involves the
filling and/or excavation of more
than one acre of wetlands and/or
open water areas: $475 60%($285) 40%($190)
Check #
Amount
Projec `
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICA'NT'S NAME: Cape Carteret Baptist Church, C/o Kathy Vinson
2. LOCATION OF PROJECT SITE: 101 Anita Forte Drive adjacent to Highway 24, Cape
Carteret, Carteret County
Photo Index - 2000: 39-494 grid (B-17,18), (C-17,18), (D17,18)
2006:39-8057 grid (U-6,7), (V-6,7)
State Plane Coordinates - X: 2581715.574 Y: 347532.384 Rover # J071814A
LAT:34°41'21.53764 LON:77°03'53.08231
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 6/2/08,7/18/08
Was Applicant Present -No, No
5. PROCESSING PROCEDURE: Application Received - 7/8/08
Office - Morehead City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Cape Carteret
Land Classification From LUP - Public, Institutional and Recreational/
Conservation
(B) AEC(s) Involved: ES
(C) Water Dependent: No
(D) Intended Use: Private/Community
(E) Wastewater Treatment: Existing - On-site Septic System
Planned - New Onsite Septic and Repair Area
(F) Type of Structures: Existing - Church, storm water basin, culvert pipe, asphalt
parking
Planned - Culvert repair, storm water basin excavation, 3
buildings, storm water piping and all
components, new parking
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION:
(A) High Ground 12,000 ft2 250,305 ft2 N/A
(D) Total Area Disturbed: 262,305 ft2
(E) Primary Nursery Area: No
(F) Water Classification: SA, ORW Open: Yes
8. PROJECT SUMMARY: As it stands there is currently an existing church with asphalt
parking, septic system and storm water ponds. The applicant is proposing to construct three new
buildings, storm water system, repair an existing culvert, redo the existing parking area, install
new onsite septic system and maintenance excavate an existing storm water pond. There is not a
shoreline for this property, however a portion of the development and property falls into the 575'
AEC.
Cape Carteret Baptist Church
Page 02
9. Narrative Description:
The Cape Carteret Baptist Church project is located at 101 Anita Forte Drive in Cape Carteret,
Carteret County. The site is found by turning south off of Highway 24 East (WB McLean Drive)
onto Anita Forte Drive. The site is immediately on the left. The site lies on the northern side of
Bogue Sound in this area.
The subject property is 302,306.4 square feet in its entirety and averages 17.0' in elevation
above NHW. Currently on the high ground portion of the site is a Church, septic system,
storm water ponds with culvert and asphalt parking. There are single-family homes located
adjacent to commercial properties located west and a church located east of the proposed
project.
The Division of Water Quality classifies Deer Creek as SA, ORW waters. This area of Bogue
Sound is not a Primary Nursery Area and is open to the taking of shellfish. Cape Carteret Land
Use Plan dated 2007 classifies this area as Public, Institutional and Recreational/ Conservation
within the AEC's.
10. Proiect Description:
The applicant is proposing expansion, renovation, infrastructure and to. repair a 4' x 24'
section of culvert inside of the existing storm water pond. The culvert is located in the
embankment between the existing manmade pond on the church property and another
manmade pond on the adjacent property. The area to be excavated will be an average depth of
- 2.5' below existing grade with 1.5 cubic yards removed. The culvert will then be covered
with the removed material. Jurisdictional wetlands have been located in the ponds, however
none where found in the repair area as shown on the US Army Corps of Engineers delineation
map.
The applicant is also proposing construction of a holding basin and vegetated filter for the
approved Stormwater Management System (permit # SW8080120) with all the necessary
piping, pump and diversion structure. The pond will be an average of 50' wide and 240' long
with a total of 1,174 cubic yards of material removed from an average existing depth of +14'
to a final depth of + 12'. The excavated basin and vegetated filter would be stabilized with
sod. The spoils would be located onsite in a 60' x 120' and 60' x 400' area until dewatered.
They would then be used for the building pads and parking lot fill.
They are proposing the reconstruction of the existing parking lot with new asphalt, and one
new asphalt parking lot. The existing parking area would be redone with new asphalt within
its original footprint. The new parking area is proposed on an existing grass area south of the
existing parking area off of Loma Linda Court. A total of 456 cubic yards would be used for
the asphalt parking lot, which is an average of 190' x 395', with 73 cubic yards and 145
square feet of parking lot located inside the 575' AEC.
New septic and repair areas are also proposed. The new septic system would be located east of
the existing parking area and west of the proposed stormwater basin. It would be 40' wide by
Cape Carteret Baptist Church
Page 03
206' long with fill. The repair area would be located directly below the septic area with the
same dimensions. This area would remain grassed with no disturbance.
There are three new one-story buildings also proposed with this project. They would be done
in phases as such; new building phase 1, new building phase II and new building phase three.
The phase I building would have an average of 22,400 square feet, phase II building would be
an average of 5500 square feet and finally phase III building would be an average of 12,650
square feet. A 222 square foot portion of the phase II building would fall into the 575' AEC.
11. Anticipated Impacts:
The proposed development would result in the grading of 12,000 square feet and filling of
250,305 ft2 of high ground. The development is considered high density and would be
increased from 36.7% to 56.73% built upon area with 1.14 % within the 575' AEC. The
Division of Land Resources approved the sedimentation and erosion control plan (CARTE-
2008-266) on 2/6/08. Stormwater permit 4052 #SW8080120 was issued on 4/14/08.

HEATHER STYRON Morehead City July 23, 2008
,f
ACM M?-1
APPLICATION for
major Development Permit
(last revised 1227106) 04- 1 6 41A V z
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North Carolina DIVISION OF COASTAL MANAGEMENT
!. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Cape Carteret Baptist Church Cape Carteret Baptist Church Improvements
Applicant 1: First Name MI Last Name
Samuel T. King, Trustee
Applicant 2: First Name MI Last Name
n/a n/a n/a
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
101 Anita Forte Drive n/a Cape Carteret NC
ZIP Country Phone No. FAX No.
28584 USA 252 - 393 - 7422 ext. n/a - -
Street Address (ff different from above) City State ZIP
n/a N/A n/a n/a-
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Coastal Planning Services, Inc.
Agent/ Contractor 1: First Name MI Last Name
Kathy B. Vinson
Agent/ Contractor 2: First Name MI Last Name
n/a n/a n/a
Mailing Address PO Box City State
827 Morehead City NC
ZIP Phone No. 1 Phone No. 2
28557 252 - 240 - 9297 ext. 252 - 354 - 4916 ext.
FAX No. Contractor #
252 247 5875 n/a
Street Address (if different from above) City State ZIP
n/a N/A n/a n/a -
Email
[e-mail]
<Form continues on back>
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Form DCM MP-1 (Page 2 of 5)
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple) Street Address State Rd. #
Carteret 101 Anita Forte Drive n/a
Subdivision Name City State Zip
n/a Cape Carteret ALC.!• 28584-
Phone No. Lot No. (s) (if many, attach additional page with list)
252 - 393 - 7422 ext. n/a,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
White Oak Deer Creek
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
®Natural ?Manmade ?Unknown Bogue Sound
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ?No work falls within.
Town of Cape Carteret
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
0 302,306.4 sq. ft.
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (?torm h w ter) or
302,306.4 sq. ft., NWL (normal water level) 5 A,
+?
7
'
(if many lot sizes, please attach additional page with a list) ®NHW or ?N
,
+ 17
e. Vegetation on tract $,
Trees, grass, and landscape vegetation.
Off
f. Man-made features and uses now on tract
Church campus, including buildings, driveway and parking areas, stormwater pond.

g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential, commercial, institutional.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R-20 (Attach zoning compliance certificate, if applicable)
®Yes ?No ?NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal? Yes No
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. ?Yes No ?NA
If yes, by whom? n/a
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ONO ?NA
National Register listed or eligible property?
<Form continues on next page>
N-A
m. (i) Are there wetlands on
(ii) Are there coastal wetlands on the site?
?Yes ONO
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
Form DCM MP-1 (Page 3 of 5)
APPLICATION for
Major Development Permit
n. Describe existing wastewater treatment facilities.
N
Septic system.
o. Describe existing drinking water supply source.
West Carteret Water Corporation.
p. Describe existing storm water management or treatment systems. w,
?.r
None (pre-1988 development)
;5
5. Activities and Impacts .
a. Will the project be for commercial, public, or private use? ?Commercial Public/Govemme
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The project will enhance the regular use of the project site by the church congregation and community.
c. Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
One each: rubbertire backhoe, trackhoe, bulldozer. Equipment to be stored onsite.
d. List all development activities you propose.
Demolition of one building, construction of three buildings, parking area, and approved stormwater management facilities,
including repair of existing culvert. Grading, excavation, and fill are included.One existing building will be demolished.
e. Are the proposed activities maintenance of an existing project, new work, or both? both
f. What is the approximate total disturbed land area resulting from the proposed project? 6 ?Sq.Ft or ®Acr
(6,-SM aerr /a be /' e C
g. Will the proposed project encroach on any public asement, public accessway or other area Yes ®No ?NA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Existing - sheettlow to existing manmade pond, overflow to existing manmade pond #2, overflow to Deer Creek.
Proposed - please see enclosed Stormwater permit.
i. Will wastewater or stormwater be discharged into a wetland? ®Yes ?No ?NA
If yes, will this discharged water be of the same salinity as the receiving water? ?Yes ®No ?NA
j. Is there any mitigation proposed? ?Yes ®No ?NA
If yes, attach a mitigation proposal.
<Form continues on back>
6. Additional Information
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) - (1) are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
a
t
ya
,y
Form DCM MP-1 (Page 4 of 5)
APPLICATION for
Major Development Permit
d. A copy of the deed (with state application only) or other instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. 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.
Name No public trust waterfront on site.
Phone No.
Address
Name
Phone No. "
Address
Name
Phone No.h,
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
Stormwater Permit No. SW8080120 issued to Cape Carteret Baptist Church on April 14, 2008.
Erosion and Sedimentation Control Plan Carte-2008-266 for Cape Carteret Baptist Church Improvements approved on February 6, 2008.
h. Signed consultant or agent authorization form, if applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance with the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Ad.
7. 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 the conditions and restrictions contained in the permit.
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.
Date June 13, 2008 Print Name -Kathy B. Vinson
Signature .
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
?DCM MP-4 Structures Information

Form DCM MP-1 (Page 5 of 5) APPLICATION for
Major Development Permit
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Cape Carteret Baptist Church Improvements
101 Anita Forte Drive
Cape Carteret, NC
Project Narrative
June 13, 2008

Cape Carteret Baptist Church is located on a 6.94-acres tract located off NC 24 just east of
its intersection with NC 58 in Cape Carteret in Carteret County. The Church proposes to
make improvements to the existing site, including construction of new buildings, parking
areas, and stormwater management improvements.
There are no public trust waters on or immediately adjacent the property. However, a .74-
acre portion of the site is located within 575' of normal high water of Deer Creek, which is
classified by the Division of Water Quality as SA ORW, and is subject to CAMA permitting
requirements. The development of the entire site is high density with proposed 56.73% built
upon areas. Within the AEC, proposed built upon areas total 1.14%. The project has
received state stormwater and erosion control approvals (attached).
New development proposed within the 575' Coastal Shoreline AEC includes repair of a 4' x
24" section of existing culvert, excavation of a stormwater holding basin and vegetated filter,
and installation of associated treatment system piping, pump, and diversion structure. Also
included for construction within the AEC is a 222 square feet portion of a new building and
145 square feet of asphalt parking lot.
The project has been reviewed and conditionally approved by the Town of Cape Carteret on
March 17, 2008. The approval was contingent upon receiving appropriate stormwater and
CAMA permits and addition of a note to the project plans prohibiting access to the property
via Loma Linda Court. A letter from the Town Code Enforcement Official summarizing the
approval is enclosed with this application.
The culvert to be repaired is located in the embankment between an existing manmade
pond located on the Church property and another existing manmade pond on an adjacent
tract. The repair work is needed to ensure the integrity of the embankment. While 404
wetlands are found in both manmade ponds, none are found in the repair area. (Please see
enclosed wetland delineation approval by the US Army Corps of Engineers.)
Construction of the holding basin and vegetated filter will involve excavation of 427 cubic
yards of material from within the AEC, while total excavation for the basin and filter (both
inside and outside of AEC) total 1,174 cubic yards of material. The spoils will be used as
building pad and parking lot fill.
A total of 863 cubic yards of additional fill will be needed to construct the building and
parking lot. Installation of the building pad fill will require a total of 407 cubic yards of fill
material within the AEC, while the total parking lot fill within the AEC will be 73 cubic yards.
The excavated basin/vegetated filter will be stabilized with sod.
Proposed grading activities within the AEC will be limited to installation of building pads,
parking, and stormwater system.
r"1?l ?UV 1lJ•JV I I•VII \..rll L ?..f?I?ILI?LI Ur11 I1J LJLUJJIVIV
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Samuel T. King
Trustee
Cape Carteret Baptist Church
101 Anita Forte Drive
Cape Carteret, North Carolina 28584
April l8, 2008
To Whom It May Concern:
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Kathy B. Vinson, AICP, Coasts[ Planning Scrvices, Inc. is authorized to represent Cape
Carteret Baptist Church and apply for CAMA permits to develop church property located
at 101 Anita Forte Drive, Cape Carteret, North Carolina. This authorization extends to all
permits and authorizations required by local, state, and federal agencies that may be
required as part of the permitting process.
I also authorize release of information related to the project site to Ms. Vinson, including
boundary surveys, topographic maps, and results of wetland delineation and soil
permeability tests.
If you have questions or need additional information. please contact the at 252393-7422.
Sincerely,
Samuel T. King
Form DCM MP-2
EXCAVATION and FILL
(Except for 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. Please include all supplemental information.
Describe below the purpose of proposed excavation and/or fill activities. All values should be given in feet.
Length
Width
Avg. Ei
Depth
Final P
Depth
Other
Access
Rock
(excluding
Chan
Channel
Chan el
Canal
Boat Basin
Boat Ramp
Rock Groin
Breakwater
shoreline
(NLW or
stabilization
NWL
n/a n/a n/a n/a n/a n/a 240'
n/a n/a n/a n/a n/a n/a 50' average
n/a n/a n/a n/a NA NA + 14'
n/a n/a n/a n/a NA NA + 12'
1 EXCAVATION ?This section not applicable
a. Amount of material to be excavated from below NHW or NWL in b. Type of material to be excavated.
cubic yards. Sandy material
0
c. (i) Does the area to be excavated include coastal wetlands/marsh d. High-ground excavation in cubic yards.
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), 427 cubic yards.
or other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
[]WL ®None
(ii) Describe the purpose of the excavation in these areas:
n/a
2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Onsite to construct building pad and parking lot. Approximately 60'x 129 and 400'x 60'
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
®Yes ?No ?NA
®Yes ?No ?NA (ii) If yes, where?
(ii) If no, attach a letter granting permission from the owner. Maintenance excavated material will be trucked off-site
to a pre-approved location.
e. (i) Does the disposal area include any coastal wetlands/marsh f. (i) Does the disposal include any area in the water?
(CW), submerged aquatic vegetation (SAV), shell bottom (SB), ?Yes ONo ?NA
or other wetlands (WL)? If any boxes are checked, provide the (ii) If yes, how much water area is affected?
number of square feet affected.
?CW ?SAV ?SB
n/a
?WL ®None
(ii) Describe the purpose of disposal in these areas:
n/a

3. SHORELINE STABILIZATION ®This section not applicable
(If development is a wood groin, use MP-4 - Structures)
a. Tvoe of shoreline stabilization: b. Length:
[]Bulkhead ?Riprap []Breakwater/Sill []Other:
c. Average distance waterward of NHW or NWL: d.
e. Type of stabilization material: f.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill Riprap
Breakwater/Sill Other
i. Source of fill material.
Width:
Maximum distance waterward of NHW or NWtr " _
a ,

(i) Has there been shoreline erosion during pre ` i-ng 12`
months? C
[]Yes ?No ?NA V, )
(ii) If yes, state amount of erosion and source of eCsion amount
information.

Type of fill material.

h.
4. OTHER FILL ACTIVITIES ? This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? Yes ?No ?NA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (5AV), shell bottom (Sts), or
O n Amount of material to be placed in the water 0 other wetlands (WL)? If any boxes are checked, provide the
number of square feet affected.
(iii) Dimensions of fill area Approximately 60'x 120' and 400' []CW ?SAV ?SB
x 60'
(iv) Purpose of fill ?WL ®None
To construct building pad and parking lot. (ii) Describe the purpose of the fill in these areas:
n/a
5. GENERAL
a. How will excavated or fill material be kept on site and erosion b. What type of construction equipment will be used (e.g., dragline,
controlled? backhoe, or hydraulic dredge)?
sediment fences/seed and mulch. Rubbertire backhoe
c. (i) Will navigational aids be required as a result of the project? d. (i) Will wetlands be crossed in transporting equipment to project
[]Yes ONo []NA site? []Yes NNo ?NA
(ii) If yes, explain what type and how they will be implemented. (ii) If yes, explain steps that will be taken to avoid or minimize
n/a environmental impacts.
n/a
June 13, 2008
Date
Cape Carteret Baptist Church Improvements
Project Name
Cape Carteret Baptist Church

plicant Name
Form DCM MP-3
4jY..UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
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. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT 1
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. 1
Three buildings, one parking lot.
c. Density (give the number of residential units and the units per d. Size of area to be graded, filled, or disturbed including roads,
acre). ditches, etc.
n/a Total disturbed area on the site is 6 acres. Total disturbed
area in AEC is 0.52 acre.
e. If the proposed project will disturb more than one acre of land, the f. List the materials (such as marl, paver stone, asphalt, or concrete)
Division of Land Resources must receive an erosion and to be used for impervious surfaces.
sedimentation control plan at least 30 days before land-disturbing Concrete, asphalt, and roofing material (conventional
activity begins. asphalt tab shingle).
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ?No ?NA
(ii) If yes, list the date submitted: Plan approved on February 6,
2008. Copy of approval attached.
g. Give the percentage of the tract within the coastal shoreline AEC to h. Projects that require a CAMA Major Development Permit may also
be covered by impervious and/or built-upon surfaces, such as require a Stormwater Certification.
pavement, building, rooftops, or to be used for vehicular driveways (i) Has a site development plan been submitted to the Division of
or parking. Water Quality for review?
1.14% ®Yes ?No ?NA
i. Give the percentage of the entire tract to be covered by impervious (ii) If yes, list the date submitted: _Submitted 01 /08/2008;
and/or built-upon surfaces, such as pavement, building, rooftops, permit issued 04/14/2008 copy attached.
or to be used for vehicular driveways or parking.
56.73%
j. Describe proposed method of sewage disposal. k. Have the facilities described in Item (i) received state or local
Septic system. approval?
®Yes ?No ?NA
If yes, attach appropriate documentation.
1. Describe location and type of proposed discharges to waters of the m. Does the proposed project include an innovative stormwater
state (e.g., surface runoff, sanitary wastewater, industrial/ design?
commercial effluent, "wash down" and residential discharges). ?Yes ®No ?NA
First 1.5" of stormwater to be infiltrated (see enclosed If yes, attach appropriate documentation.
Stormwater permit).

m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
West Carteret Water Corporation.
n. (i) Will water be impounded? d.V6s. ®No ?NA
(ii) If yes, how many acres? n/
o. When was the lot(s) platted and recorded?
June 1, 1961.
June 13, 2008
Date
Cape Carteret Baptist Church Improvements
Project Name
Cape Carteret Baptist Church
plicant Name
• p
pli t Sig a ure
inflll tl9tidrr'a? iti
p. If proposed development is a su bdroisidn,
installed for this upland development?
?Yes ?No ®NA
HIM mom MF-5
RRIIIREA antl COLYERiS

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. Please include all supplemental information.
1 BRIDGES ®This section not applicable
a. Is the proposed bridge: b. Water body to be crossed by bridge:
?Commercial ?Public/Government ?Private/Community
c. Type of bridge (construction material):
e. (i) Will proposed bridge replace an existing bridge? ?Yes ?No
If yes,
(ii) Length of existing bridge:
(iii) Width of existing bridge:
(iv) Navigation clearance underneath existing bridge:
(v) Will all, or a part of, the existing bridge be removed?
(Explain)
g. Length of proposed bridge:
i. Will the proposed bridge affect existing water flow?
If yes, explain:
k. Navigation clearance underneath proposed bridge:
1. Have you contacted the U.S. Coast Guard concerning their
approval? ?Yes ?No
If yes, explain:
m. Will the proposed bridge cross wetlands containing no navigable n. Height of proposed bridge above wetlands:
waters? ?Yes ?No
If yes, explain:
2. CULVERTS
a. Number of culverts proposed: There is one existing cult/
4'x 24" section of the existing culvert is proposed for
replacement.
d. Water depth at the proposed crossing at NLW or NWL:
f. (i) Will proposed bridge replace an existing culvert? ?Yes ?No
If yes,
(ii) Length of existing culvert:
(iii) Width of existing culvert:
(iv) Height of the top of the existing culvert above the NHW or
NWL:
(v) Will all, or a part of, the existing culvert be removed?
(Explain)
h. Width of proposed bridge:
?Yes ?No j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ?Yes ?No
If yes, explain:
?This section not applicable
Water body in which the culvert is to be placed:
artificial pond
< Form continues on back>
c. Type of culvert (construction material):
Reinforced concrete pipe.
d. (i) Will proposed culvert replace an existing bridge?
?Yes NNo
If yes,
(ii) Length of existing bridge: n/a
(iii) Width of existing bridge: n/a
(iv) Navigation clearance underneath existing bridge: n/a
(v) Will all, or a part of, the existing bridge be removed?
(Explain) n/a
e. (i) Will proposed culvert replace an existing culvert?
®Yes ?No If yes,
(ii) Length of existing culvert(s): 40'
(iii) Width of existing culvert(s): 24" J
(iv) Height of the top of the existing culvert above the N PM or
NWL: Approximately 10'
a,
(v) Will all, or a part of, the existing culvert be removed?'.,
(Explain) Only the damaged portion (approxima 1y,4
linear feet) of existing reinforced concrete pipe
proposed to be removed and replaced (repaired
f• Length of proposed culvert: 4' of the existing culvert is
proposed for replacement.
h. Height of the top of the proposed culvert above the NHW or NWL.
Approximately 10'
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ?Yes ONo
If yes, explain: n/a
g• Width of proposed culvert: 24"
L Depth of culvert to be buried below existing bottom contour.
-2.0'
k. Will the proposed culvert affect existing water flow?
?Yes ®No
If yes, explain: n/a
13. EXCAVATION and FILL ?This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any b. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ?Yes ®No excavation within coastal wetlands/marsh (CW), submerged
If yes, aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(ii) Avg. length of area to be excavated: n/a (WL)? If any boxes are checked, provide the number of square
feet affected.
(iii) Avg. width of area to be excavated: n/a ?CW ?SAV ?SB
(iv) Avg. depth of area to be excavated: n/a ?WL ®None
(v) Amount of material to be excavated in cubic yards: n/a
(ii) Describe the purpose of the excavation in these areas:
n/a
c. (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? MYes ?No
If yes,
(ii) Avg. length of area to be excavated: 4'
(iii) Avg. width of area to be excavated: 24"
(iv) Avg. depth of area to be excavated: 2_5'
(v) Amount of material to be excavated in cubic yards: 1.5 cy
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: Excavated material will be temporarily stockpiled for a short period (couple of hours) and
then replaced in the excavation area.
(ii) Dimensions of the spoil disposal area: None material excavated during replacement of section of existing culvert will be
replaced in the original location.
(iii) Do you claim title to the disposal area? ®Yes ?No (If no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? ?Yes ®No
(v) Does the disposal area include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WLjo shell
bottom (SB)?
?CW ?SAV ?WL ?SB ®None
If any boxes are checked, give dimensions if different from (ii) above. n/a

(vi) Does the disposal area include any area below the NHW or NWL? ? ?Yes ®No 3
}
If yes, give dimensions if different from (ii) above. n/a
„
,.O w)

l
e. (i) Will the placement of the proposed bridge or culvert result in any f. (i) Will the placement of the proposed bridge or culve tuft in any _ i
fill (other than excavated material described in Item d above) to fill (other than excavated material described in Item ove) to
be placed below NHW or NWL? ?Yes ®No be placed within coastal wetlands/marsh (CW), su ed .
If yes, aquatic vegetation (SAV), shell bottom (SB), or othe tlands
(WL)? If any boxes are checked, provide the number of square
Avg. length of area to be filled: n/a
(u) 9• feet affected.
(iii) Avg. width of area to be filled: n/a ?CW ?SAV ?SB
(iv) Purpose of fill: n/a ?WL ®None
(ii) Describe the purpose of the excavation in these areas:
n/a
g. (i) 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 high-ground? ?Yes ®No
If yes,
(ii) Avg. length of area to be filled: n/a
(iii) Avg. width of area to be filled: n/a
(iv) Purpose of fill: n/a
4. GENERAL
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? ?Yes ®No detour structures? ?Yes ®No
If yes, explain: n/a If yes, explain: n/a
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on back>
c. Will the proposed project require any work channels? d. How will excavated or fill material be kept on site and erosion
?Yes ®No controlled?
If yes, complete Form DCM-MP-2 sediment fencing/seeding and mulching

e. What type of construction equipment will be used (for example,
dragline, backhoe, or hydraulic dredge)?
rubbertire backhoe
f. Will wetlands be crossed in transporting equipment to project site? .?.<
Ales ®No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
n/a
g. Will the placement of the proposed bridge or culvert require any
shoreline stabilization? ?Yes ®No
If yes, complete form MP-2, Section 3 for Shoreline 4
Stabilization only.
June 13, 2008
Date
Cape Carteret Baptist Church Improvements
Project Name
Cape Carteret Baptist Church
plicant Name
P
pli nt signa e

4/29/08
Mrs. Kathy Vinson, AICP
PO Box 827
Morehead City, NC 28557
Town of Cape Carteret
102 Dolphin Street
Cape Carteret, NC 28584
Ph. 252.393.7901
Fax [phone]
Re: Cape Carteret Baptist Church CSP Approval
Mrs. Vinson,

This letter is in response-to your question concerning-the -status of approval for Cape
Carteret Baptist Church's Commercial Site Plan (CSP). On March 17, 2008 the Cape
Carteret Board of Commissioners granted conditional approval to Cape Carteret Baptist
Church on their CSP. The conditions that must be met prior to the start of construction
activities are as follows:
1. Approval of a storm water permit as required-by Division of Water Quality
2. Approval of a CAMA permit as required by the Division of Coastal Management
3. A notation referenced on the plans to a letter filed with the town concerning
access onto Loma Linda Ct.
Of-the-three conditions, only one has been met since that-meeting. We have on file in this
office a copy of the storm water permit approval letter from Al Hodge, Regional
'Supervisor at DWQidentifyingthat Permit No. SW8080120 dated April 14, 2008 has
been issued for this project. Once the other two conditions have been met, the church
may then begin their construction activities.
If you have any questions or concerns, please feel free to contact me at 393-7901.
Sincerely,
David M. Rief
Code Enforcement Official