20080936 Ver 1_CAMA Application_20080609

0 8-0 9 36
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
June 6, 2008 0 m ^ M 0 W 2
MEMORANDUM: ?G D
JUN 9 2008
TO: Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit WETLANDS ANO TOR WATER BRANCH
Division of Water Quality-Surface Water Protection
FROM: Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
SUBJECT: CAMA / Dredge & Fill Major Permit Application Review
Applicant: Robert Parsley
Project Location: 7621 Masonboro Sound Rd., adjacent to the AIWW, in Wilmington, New Hanover Co.
Proposed Project: construction of residence with access road and culvert crossing
Please indicate below your agency's position or viewpoint on the proposed project and return
this form by July 2, 2008. If you have any questions regarding the proposed project,
contact Tara Croft at [phone], 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 Drive Ext., Wilmington, North Carolina 28405-3845
Phone: [phone] FAX: [phone] Internet: www.nccoastalmanagement.net
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Robert Parsley
2. LOCATION OF PROJECT SITE: 7621 Masonboro Sound Road, adjacent to the Atlantic Intracoastal Waterway
(AIWW)/Masonboro Sound, Wilmington, New Hanover County
Photo Index - 2006: 22-7421: J-K, 20 2000: 21-266: U-V, 10 1995: 22-251: K-L, 9
State Plane Coordinates - X: 2347553 Y: 155906 GPS: 0010316A
Lat/Long Coordinates- Lat: 34°10'22.20208"N Long: 77°51'03.77279"W
3. INVESTIGATION TYPE: CAMA/ Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - January 3, 2008 and June 3, 2008
Was Applicant Present - Yes (agent was present on 1/3/08)
5. PROCESSING PROCEDURE: Application Received - May 8, 2008 (complete)
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - City of Wilmington
Land Classification From LUP - Conservation
(B) AEC(s) Involved: ES, OR
(C) Water Dependent: No
(D) Intended Use: Private
(E) Wastewater Treatment:Existing - Municipal Sewer
Planned - N/A
(F) Type of Structures: Existing - Undeveloped Lot
Planned - Construction of an approximately 6,120 sq. ft. access road and an
approximately 3,300 sq. ft. single family residence.
(G) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION:
[AREA]
ny FTr?17n FTT.T .F.n OTHER
(A) getated Wetlands 1667 sq. ft.
04 Type)

r
n-Vegetated Wetlands 900 sq. ft.
ibut Stream)

her 23,958 sq. ft.
igh Ground
(D) Total Area Disturbed: 26,525 sq. ft. (0.61 acres)
(E) Primary Nursery Area: Yes
(F) Water Classification: SA-ORW Open: Yes
8. PROJECT SUMMARY: The applicant proposes to construct a single family residence and an access road for
private use. The access road proposal includes a culvert crossing with stream and §404 wetland impacts.
Robert Parsley
Page 2
9. PROJECT DESCRIPTION:
The project site is located at 7621 Masonboro Sound Road, adjacent to the AIWW Masonboro Sound northeast of
Whiskey Creek. To locate the property traveling south on College Road, take a left onto Mohican Trail and travel
approximately 1.3 miles. Turn left onto Masonboro Loop Road and travel north approximately I mile. Turn right onto
Masonboro Sound Road and travel approximately 0.8 miles. The property of interest will be located on the right just
past Maxwell Road. The property is adjacent to residential properties on both sides. The current elevation of the
property is approximately 13.5 ft. above normal high water (NHW). The size of the tract is approximately 5.85 acres
with 1,442 linear ft. of shoreline. The lot is currently undeveloped and falls entirely within the 575 ft. AEC for the
AIWW/Masonboro Sound. Upland vegetation consists primarily of native oak, pine, magnolia and holly trees. The
upland area is divided by a small non-tidal unnamed tributary that borders the property to the west and the south and
drains into the AIWW/Masonboro Sound. Upland vegetation transitions into high marsh, which includes §404 and
coastal wetlands including: Black Needle Rush (Juncus roemarianus) and Smooth Cordgrass (Spartina alterniora).
The U.S. Army Corps of Engineers (USACOE) approval of §404 wetlands was issued as Action ID 200702984065 on
September 13, 2007.
The New Hanover County/City of Wilmington Land Use Plan classifies adjacent waters as Conservation. In the
project area, the waters of Masonboro Sound/AIWW are classified as SA-ORW by the NC Division of Water
Quality, and they are OPEN to the harvest of shellfish. These waters are designated as a Primary Nursery Area
(PNA), by the NC Division of Marine Fisheries.
PROPOSED PROJECT:
The applicant proposes to develop the upland portions of this lot for private residential use. Development is to be
located entirely within the 575 ft. AEC for the AIWW/Masonboro Sound. The application states that the proposed
upland development will consist of the construction of an access road measuring approximately 510 ft. in length by
12 ft. in width, installation of water and sewer lines and construction of an approximately 3,300 sq. ft. residence.
The proposed residence would be located on the northwestern portion of the property measuring approximately 80
ft. in length and 40 ft. in width. The applicant also proposes a retaining wall, approximately 30 linear feet along the
southern edge of the house. The access road would require 900 sq. ft. of stream disturbance and would result in a
total of 1,667 sq. ft. of §404 wetland disturbance. The application states that installation of the stream crossing will
result in 769 sq. ft. of §404 wetland impact and the construction of the wetland crossing will result in 898 sq. ft. of
wetland impact. Dual 48" culverts 25 ft. in length are proposed for the stream crossing with a top height of 1 ft.
above normal water level (NWL) of the stream extending to V below the existing bottom contour. The applicant
proposes the excavation of 900 sq. ft. of the stream bed for the placement of the culverts. The application states
that the resulting 29.6 cubic yards of excavated material would be disposed of in a 15 ft. by 15 ft. area located east
of the stream crossing on high ground. One 12" culvert 26 ft. in length is proposed for the wetland crossing with a
top height of 1.6 ft. above normal high water (NHW) to be installed at the existing grade. The applicant states that
the §404 wetland crossing would not require disposal of excavated material. (See sheets W1-W3).
10. ANTICIPATED IMPACTS:
The proposed project would result in a total of 1667 sq. ft. of §404 wetland impacts and 900 sq. ft. of perennial
stream impacts for the proposed road crossing. The proposed total area of land disturbance is 23,958 sq. ft. The
proposed total impervious area for the entire project within the 575 ft. AEC is 10, 873 sq. ft. or 4.8%. The
application states that the City of Wilmington would provide the drinking water supply source and New Hanover
County would provide the sanitary sewer for the project.
Submitted by: Tara Croft Date: June 5, 2008 Office: Wilmington
Project Narrative
Mr. Robert Parsley requests a CAMA Major Development Permit for the construction of an
access road and a single family residential dwelling on his property which is located entirely
within the 575' AEC for the Atlantic Intracoastal Water Way (AIWW). The project is located at
7621 Masonboro Sound Road, in Wilmington, New Hanover County. The project is ±5.11 acres
in size, and abuts the marsh adjacent to Masonboro Sound/AIWW. The project is located within
the planning jurisdiction of the City of Wilmington. The City of Wilmington will provide the
drinking water supply source and New Hanover County will provide the sanitary sewer for the
project. The proposed utilities will consist of a 4" sewer line and a 1" water line, which are
concurrent with standard single family residential use. The connection to the New Hanover
County Sanitary Sewer will be completed upon the removal of the NEI moratorium.
Areas of Environmental Concern (AEC)
Both the 75' AEC from Huffs Gut and the 575' AEC from the adjacent marsh encroach onto the
project. The 75' AEC and 575' AEC were offset from the NHW line from the onsite marsh
adjacent to the AIWW. The AIWW is classified as ORW. The NHW line was established by
Robb Mairs with the NC Division of Coastal Management (DCM) on January 3, 2008.
Approximately 90,614 sq feet (2.08 acres) of the project site is located within the 75' AEC. The
entire 222,506 sq feet (5.11 acres) of the project site is located within the 575' AEC. The project
will result in 10,873 sq feet (0.25 ac) of impervious area within the 575' AEC needed for
construction of the house and access road, resulting in 4.8% impervious area proposed within the
575' AEC. There is no impervious area proposed within the 75' AEC.
SITE INFORMATION
Project Area 222,506 s ft (5.11 ac)
Project Area Within 90,614 sq ft (2.08 ac)
75 AEC
Project Area Within 222,506 sq ft (5.11 ac)
575 AEC
Impervious Area For
j 10,873 sq ft (4.8 %)
ect
Entire Pro
Impervious Area Within 0.0 sq ft (0 %)
75' AEC
Impervious Area Within 10,873 sq ft (4.8 %)
575' AEC
Proposed 404 Wetland 1,667 sq ft (0.02 ac)
Impacts
Proposed Stream Impacts 75 if - 900 s feet (0.02 ac)
Upland Development
-4.v--,FJV Fl-
DCM W1LM1N'GT0N, ANC
JUN 0 3 2008
The proposed upland development will occur entirely within the 575' AEC and will consists of
the construction of the access road, utilities and a ±3300 sq ft house. There is no proposed
construction within the 75' AEC or the 30' Coastal Shoreline Buffer.
Proposed Wetland Impacts
The proposed project will require 74 if of stream impacts and 1,667 sq ft (0.04 ac) of 404 wetland
impacts as a result of construction of the entrance road to access the property.
The 74 if stream impacts will occur to an unnamed tributary that borders the property to the west
and south, and eventually drains into Masonboro Sound/AIWW. Dual 48" culverts will be
installed within the stream during construction of the entrance road. The culverts will be installed
approximately 1.0 feet below the existing stream bed to allow for passage of water and aquatic
life during periods of low flow.
A total of 1,667 sq ft of wetland impacts are proposed to construct the access road. The
installation of the culvert crossing will result in 769 sq feet of wetland impact, and construction of
the wetland crossing will result in 898 sq ft of wetland impacts. Due to the location of the onsite
wetlands, the entrance road could not be constructed entirely in uplands. The wetland impacts
have been minimized to those necessary for the construction of the access road. There are no
wetland impacts associated with construction of the proposed house.
Avoidance and Minimization
Impacts to onsite wetlands and streams have been avoided and minimized to the greatest extent
possible. The proposed wetland/stream impacts have been minimized to those necessary for
construction of the access entrance.
Wetland impacts were also avoided through the design of a retaining wall on the southern edge of
the guest house. The proposed retaining wall will be built into the southern wall of the guest
house. Due to the topography of the southeastern portion of the site, the retaining wall was
necessary to allow for construction of the guest house without impacting wetlands.
Mitigation
Due to the small amount of wetland and stream impacts, and the avoidance and minimization
exhibited in the site design, there is no mitigation proposed for this project.
RECEIVED
DCM WILMINGTON, NC
JUN 0 3 2008
0 8 -0 9 3 6
DCM MP-1
APPLICATION for
Major Development Permit
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name Project Name (if applicable)
Applicant 1: First Name
Robert MI Last Name
Parsley
Applicant 2: First Name MI Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
6800 Southwest 815' Street PO Box City
Miami State
FL
ZIP
33143 Country
us Phone No.
305 - 665 - 9688 ext. FAX No.
Street Address (if different from above) City State ZIP
Email
2. Agent(Contractor Information

Business Name f^A
4
Withers And Ravenel
Agent/ Contractor 1: First Name MI Last Name N 9
200
Troy H Beasley 8
DfN
Agent/ Contractor 2: First Name MI Last Name SANDST08 A Li
UW?FR
Mailing Address PO Box City State
7040 Wrightsville Ave, Suite 101 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28403 910 - 256 - 927 7 ext. - ext.
FAX No. Contractor #
910 256 2584
Street Address (if different from above) City State ZIP
Email
l R E C E I V E
.com
tbeasley@withersravene
<Form continues on back>
MAR 2 0 2008
?D
CH
DCM WILMINGTON, NC
252-808-28011 -- 1-333-4R O AST .. wmim.ncconstal anacgeinpnt.net
Form DCM MP-1 (Page 2 of 4)
Major Development Permit
APPLICATION for
3. Project Location
County (can be multiple) Street Address State Rd. #
New Hanover 7621 Masonboro Sound Road
Subdivision Name City State Zip
Phone No. Lot No.(s) (if many, attach additional page with list)
305 - 665 - 9688 ext.
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
C ` _?_ e&r° Unnamed Tributary to Masonboro Sound / ICWW
c. Is the water body identified in (b) above, natural or manmade? d. Name the closest major water body to the proposed project site.
ONatural OManmade ®Unknown Masonboro Sound / ICWW
e. Is proposed work within city limits or planning jurisdiction? f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ONo work falls within.
Wilmington
4. Site Description
a. -Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
±1442 linear feet ± 254,826 sq ft (±5.85 ac)
Size of individual lot(s)
c d. Approximate elevation of tract above NHW (normal high water) or
. NWL (normal water level)
254,826 sq ft,
(If many lot sizes, please attach additional page with a list) 13.5 feet ®NHW or ONWL
e. Vegetation on tract
The lot is currently undeveloped and contains vegetation native to the area. The upland vegetation consists of Southern
Loblolly Pine, Long Lear Pine, American Holly, and Live Oak. The onsite wetlands consist of freshwater wetlands
Magnolia
r
,
and coastal marsh. The vegetation within the freshwater wetlands consists of Blackgum, Loblolly Bay, Sweetbay Magnolia,
Red Bay, Wax Myrtle, Fetterbush and Gallberry. The vegetation within the coastal marsh consists of Juncus roemeranus
and Spartina alternaflora.

f. Man-made features and uses now on tract
There are no man-made features on the tract as the parcel is undeveloped.
g. Identify and describe the existing land uses adiacent to the proposed project site.
The land use adjacent to the parcel consist of single family residential.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
R-20 ®Yes ONo ONA
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 ONA
If yes, by whom?
1. Is the proposed project located in a National Registered Historic District or does it involve a OYes ®No ONA
National Register listed or eligible property?
V E

<Form continues on next page> MAR 2 0 2008
-aot3-aana :. i-a30-4RCOAST :; wwim.nc :OastalmrtnaigeIDC1.WILMINGTON, NC
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? NYes ?No
(ii) Are there coastal wetlands on the site? ®Yes ?No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? ®Yes ?No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
There are no existing wastewater treatment facilities as the property is currently undeveloped.
o. Describe existing drinking water supply source.
There is no existing drinking water supply sourve as the property is currently undeveloped.
p. Describe existing storm water management or treatment systems.
There is no existing stormwater management system as the property is currently undeveloped.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Government
NPrivate/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The project purpose is to construct a residential dwelling and access entrance to the property.
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.
The proposed construction methodolgy will be consistent with common residential construction practices. The construction
equipment to be used will consist of common commercial construction equipment (backhoe, lift, bobcat, front end loader,
etc.), which will be stored in onsite uplands during construction of the project.
d. List all development activities you propose.
The proposed project proposes the construction of an access road, which will require 74 If of stream impact and 769 sq ft of
wetland impacts as a result of installation of a dual 48" culvert crossing and filling of ±898 sq feet of jurisdictional wetlands
for the access road. The project also proposes the construction of a ±3300 sq foot house within onsite uplands. All
proposed construction will occur within the 575' AEC and no construction activities are proposed within the 30' coastal
shoreline buffer.
e. Are the proposed activities maintenance of an existing project, new work, or both? New Work
f. What is the approximate total disturbed land area resulting from the proposed project? 0.55 ?Sq.Ft or NAcres
g . Will the proposed project encroach on any public easement, public accessway or other area ?Yes NNo ?NA
that the public has established use of?
h . Describe location and type of existing and proposed discharges to waters of the state.
There are no existing discharges to waters of the state. Since the project consists of the construction of an access road and
a single residential dwelling, there is no storm water management system required. Therefore, there are no proposed
discharges to waters of the state.
i. Will wastewater or stormwater be discharged into a wetland? ?Yes NNo ?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 NNo ?NA .
If yes, attach a mitigation proposal.
Hit-CEIVED
<Form continues on back> 0CM WILMINGTON,
M p n Q 2008
152 . 3118-213011 1 U3 3 -APC0 o;5T .. ffl ""f v. 11C'C n'it aI"'Ia';a9 0"1 Ont."ot
Form DCM MP-1 (Page 4 of 4)
APPLICATION for
Major Development Permit
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) - (f) are always applicable to any major development application. Please consult the application
instruction booklet on how to properly 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.
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 Frank and Anna Duch Phone No. 910-799-5189
Address 7617 Masonboro Sound Road; Wilmington, NC 28409
Name Rt. Reverend Henry Nutt Parsley Phone No. 205-959-1926
Address 4133 Crescent Road, Birmingham, AL 35222
Name Phone No.
Address
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
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 Act.
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 Print Name rct as e ` t fa3
Signature
Please indicate application attachments pertaining to your proposed project.
FDCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
FDCM MP-4 Structures Information
RECEIVED
MAR 2 0 2008
nCbA w4L MINGION, NC
252-3013-28013 ., i-t3£tS-41111COAST ., vvtv't w.nccoastalmana9emPnt.siet
Form DCM MP-3
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
a. Type and number of buildings, facilities, units or structures
proposed.
The project proposes the construction of a single residential
dwelling and an access road to the property.
c. Density (give the number of residential units and the units per
acre).
1 residential unit - 0.17 units per acre
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land-disturbing
activity begins.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
?Yes ?No NNA
(ii) If yes, list the date submitted:
b. Number of lots or parcels.
1 parcel
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
0.55 ac (23,958 sq feet)
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
The materials used for imperivous surface will consist of
asphault for the road, concrete for sidewalks and shingles
for the roof covering.
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by impervious and/or built-upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
4.8%
i. Give the percentage of the entire tract to be covered by impervious
and/or built-upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
4.8%
j. Describe proposed method of sewage disposal.
The sewage disposal will consist of New Hanover County
Sanitary Sewer. The connection to the County Sewer
will take place upon the lifting of the NEI Moratorium.
1. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, industrial/
commercial effluent, "wash down" and residential discharges).
There are no proposed discharges to water of the state.
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
?Yes ?No NNA
(ii) If yes, list the date submitted:
k. Have the facilities described in Item (i) received state or local
approval?
?Yes ®No ?NA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
?Yes ?No ®NA
If yes, attach appropriate documentation.
RECEIVED
MAR 2 0 2008
DCM WILMINGTON, NC
252-808-28032 :: 1-888ARCOAST €v,v. v.tac s3astalefa rtagemet?t n A revised: 12126/06
orIyj C) C F-al M a- 1 U p Imnti ?rPIo,pm--zit:, Pa112 oT 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
The City of Wilmington will provide drinking water to the
project.
o. When was the lot(s) platted and recorded?
The parcel was platted and recorded in 1949
n. (i) Will water be impounded? ?Yes ®No ?NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ?No ?NA
3) 10
Date
Project Name . f
t 1
Applicant ame
Applicant Signatur
RECEIVED
MAR 2 0 2008
DCM WILMINGTON, NC
252_808_2808 :: 1-888-4RCOAST :: ww nccoastalmanagement.net revised: '12126/06
ror a € -" (UpI-.aaatt De,..r +Iopaamsatt. Paaji? 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
The City of Wilmington will provide drinking water to the
project.
n. (i) Will water be impounded? OYes ®No ONA
(ii) If yes, how many acres?
o. When was the lot(s) platted and recorded?
The parcel was platted and recorded in 1949
3/10/08
Date
Parsley Property
Project Name
Robert Parsley
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ONo ONA
Applicant N
? ? " ?t Thor,'. e ??-?
Applicant Sig ture
RECEIVED
MAR 2 0 2008
DCM WILMINGTON, NC
252-0Q8-2803:* 1-888-4RCCAST :: www nccoastalmana.geme...nt net revised: 12126106
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. 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)
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)
g. Length of proposed bridge:
h. Width of proposed bridge:
i. Will the proposed bridge affect existing water flow? ?Yes ?No j. Will the proposed bridge affect navigation by reducing or
If yes, explain: increasing the existing navigable opening? ?Yes ?No
If yes, explain:
k. Navigation clearance underneath proposed bridge:
m. Will the proposed bridge cross wetlands containing no navigable
waters? ?Yes ?No
if yes, explain:
1. Have you contacted the U.S. Coast Guard concerning their
approval? ?Yes ?No
If yes, explain:
n. Height of proposed bridge above wetlands:
2, CULVERTS ?This section not applicable
a. Number of culverts proposed: 3 - Dual (2) 48" culverts for
stream crossing and one (1) 12" culvert for the wetland
crossing.
b. Water body in which the culvert is to be placed:
Unnamed tributrary to Masonboro Sound / ICWW
< Form continues on back>
MAR 2 0 2008
252-808-2808 :: 1,1388-4RCOAST :: vvvvyy nccs?asta.lmanast€.Lnent,net M W1l""9+2tla? ra€IrC

C. Type of culvert (construction material):
Stream Crossing - Dual 48" Reinforced Concrete Pipe (Stream Crossing); Wetland Crossing - One 12" Reinforced Concrete
Pipe
d. (i) Will proposed culvert replace an existing bridge?
?Yes ONo
e. (i) Will proposed culvert replace an existing culvert?
?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)
If yes,
(ii) Length of existing culvert(s):
(iii) Width of existing culvert(s):
(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)
f. Length of proposed culvert: Stream Crossing -25' (Dual) 9• Width of proposed culvert: Stream Crossing - 48" (Dual)
Wetland Crossing - 26' Wetland Crossing - 12"
h. Height of the top of the proposed culvert above the NHW or NWL. i. Depth of culvert to be buried below existing bottom contour.
Stream Crossing - 1' above NWL of stream Stream Crossing - 1.0 feet below existing bottom contour
Wetland Crossing - 1.6' above NHW Wetland Crossing - installed at existing grade.
Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ?Yes ONo
k. Will the proposed culvert affect existing water flow?
?Yes ONo
If yes, explain:
if yes, explain:
3. EXCAVATION and FILL ?This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? ®Yes ?No
If yes,
(ii) Avg. length of area to be excavated: 50'
(iii) Avg. width of area to be excavated: 8'
(iv) Avg. depth of area to be excavated: 2'
(v) Amount of material to be excavated in cubic yards: 29.6 cu
ak rds
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
?CW ?SAV ?SB
OWL 900 sq feet of stream bed ?None
(ii) Describe the purpose of the excavation in these areas:
Approximately 900 sq feet of stream bed will be
excavated in order to install the culvert below the
natural stream bed to allow low flow passage of water
and aquatic life.
RECEIVED
MAR 2 0 2008
DCM WILMINGTON, NC
252-808-2808 - 1-388-4111COAST w. v. wmccoastal ma..n?ci@_nient net revised: 1012£/06
Fore VCNI NIP-5 (r3radt3v-» mart 'Cul vein,, IPage 1 of 4)
C. (i) Will the placement of the proposed bridge or culvert require any
high-ground excavation? ?Yes ®No
If yes,
(ii) Avg. length of area to be excavated:
(iii) Avg. width of area to be excavated:
(iv) Avg. depth of area to be excavated:
(v) Amount of material to be excavated in cubic yards:
d. If the placement of the bridge or culvert involves any excavation, please complete the following:
(i) Location of the spoil disposal area: The installation of the culvert for the stream crossing will create 29.6 cubic yards of spoil.
The spoil disposal area will be located east of the stream crossing in high ground, as shown on the attached plans. The
installation of the culvert within the wetland crossing will not generate spoil as it will be installed at existing grade.
(ii) Dimensions of the spoil disposal area: 15' x 15'
(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 (WL), or shell
bottom (SB)?
?CW ?SAV ?WL ?SB ®None
If any boxes are checked, give dimensions if different from (ii) above.
(vi) Does the disposal area include any area below the NHW or NWL? ? ?Yes NNo
if yes, give dimensions if different from (ii) above.
(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 below NHW or NWL? ?Yes ®No
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
e.
9
(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:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
RECEIVED
MAR 2 0 2008
DCM WILMINGTON, NC
4. GENERAL
a. Will the proposed project require the relocation of any existing
utility lines? ?Yes ENo
(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 within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected..
?CW ?SAV ?SB
®WL 769 so ftof wetlands ?None
(ii) Describe the purpose of the excavation in these areas:
Approximately 769 square feet of wetlands will be filled
during installation of the culvert and rip-rap to construct
the stream crossing. The placement of the rip-rap is
required by New Hanover County.
b. Will the proposed project require the construction of any temporary
detour structures? ?Yes ®No
252-808-2308 :: 1-888-4RCOAST Nw nccoastnImanagement_net revised: 10126/06
orin D CM hI -5 (B.-id ,as vnd v,sivert,, 111:a, of
If yes, explain: If yes, explain:
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?
complete Form DCM-MP-2.
If yes The spoil pile will be contained with silt fencing placed
, aroung the spoil disposal area.
e. What type of construction equipment will be used (for example, f. Will wetlands be crossed in transporting equipment to project site?
dragline, backhoe, or hydraulic dredge)? ®Yes ?No
The culverts will be installed using either a trackhoe, If yes, explain steps that will be taken to avoid or minimize
excavator or similar piece of commercial construction environmental impacts.
equipment. The proposed access road will be constructed prior to
construction of the proposed residential dwelling.
Therefore, no wetlands outside of the permitted
activities will be impacted.
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
Stabilization only.
3/10/08
Date
Parsley Property
Project Name
Robert Parsley
Applicant Nanze---

Applicant Signature
RECEIVED
MAR 2 0 2008
DC1Y WILMINGTON, NC
2:52-808-2808 .. 1-680-4111CO AST :: ?rrvw ,nc???asta mae ax?erro?eat s??? revised: 10/26106
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