20080936 Ver 2_CAMA Permit Application_20080915

WITHERS &- RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
1410 COMMONWEALTH DRIVE, SUITE ioi
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX [phone]
TO: NC Divison of Water Quality - 401 Wetlands Unit
2321 Crabtree Blvd
Raleigh, NC 27604
WE ARE SENDING YOU
? Shop Drawings
? Copy of Letter
LETTER OF T° ° NSN TT0
DATE /10/08 JOB NO. 0307o670.00
ATTENTION Ms. C ndi Karol
PHONE#
RE: Parsley Property CAMA Major Permit Application
Submittal of Revised CAMA Major Permit Application

-o v

® Attached ? Under separate cover via
? Prints ? Plans ? Samples
? Change order ? Diskette ?
the following items:
? Specifications
COPIES DATE NO. DESCRIPTION
2 8/28/o8 0307o670.00 Revised CAMA Major Permit Application

r-" ri T% f7
D

D
WETLANDS AND STORM'NATER BRANCH
THESE ARE TRANSMITTED as checked below:
® For approval ? Approved as submitted ? Resubmit copies for approval
? For your use ? Approved as noted ? Submit copies for distribution
? As requested ? Returned for corrections ? Return corrected prints
? For review and comment ?
? FOR BIDS DUE 20 ? PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Signature:
Date:
COPYTO: Fle SIGNED: Troy Beasley
If enclosures are not as noted, kindly notify us at once.
WITHERS RAVENEL
ENGINEERS 1 PLANNERS I SURVEYORS
August 28, 2008
Mr. Rich Weaver
NC Division of Coastal Management
400 Commerce Ave.
Morehead City, NC 28557
RE: Parsley Property CAMA Major Permit Application Revisions
V I_c?[RobR 5
SEP 3 5 2008
DENR - WATER (QUALITY
WETLANDS AND STORMWATER BRANCH
Mr. Weaver:
Enclosed with this letter is the revised CAMA Major Permit Application for the Parsley Property
project. The revisions to the application are a result of redesign of the access entrance to conform
to the City of Wilmington Ordinance for access.
The revisions to the site plan will result in 40 if ft of stream impacts and 1,685 sq ft (0.04 ac) of
wetland impacts. The proposed wetland and stream impacts occur at two separate locations; the
culvert crossing and the wetland crossing.
The design of the installation of the culvert crossing has been revised to utilize headwalls to
stabilize fill rather than back-slopes. The culvert crossing was also redesigned to remove the
proposed rip-rap originally designed to be placed in the bottom of the stream bed. The revisions
to the culvert crossing result in a reduction of 34 if of stream impacts and 298 sq ft of wetland
impacts from the previously submitted site plan. The redesign of the access road also required
widening of the access road, resulting in an additional 316 sq ft of wetland impacts needed to
cross the wetland finger. While the proposed wetland impacts needed to cross the wetland finger
increased, the minimization of impacts at the culvert crossing result in an overall increase of only
an additional 18 sq ft of wetland impacts and the minimization of 35 if of stream impacts.
Therefore, the revisions to the application are a result of an increase of 18 sq ft of wetland
impacts and a reduction of 34 if of stream impacts.
Parsley Property Application Stream Impact Data Table
Location Impact Original Revised Result
Application Application
Culvert
Crossing Stream Impacts 74 If 401f - 34 if
Parsley Property Ap plication Wetland m pact Data Table
Location Impact Original
Application Revised
Application Result
Culvert
Crossing Wetland Impacts 769 sq ft 471 sq ft -298 sq ft
Wetland
Crossing Wetland Impacts 898 sq ft 1214 sq ft +316 sq ft
Total Wetland Impacts 1667 sq ft 1685 sq ft +18 sq ft
1410 Commonwealth Drive, Suite ioi Wilmington, North Carolina 28403 tel: [phone] fax:[phone]
www.withersravenet.com
DCM MP-1 $ - y
APPLICATION for
Major Development Permit :r N
(last revised 12127106)
North Carolina DIVISION OF COASTAL MANAGEMENT
9. 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 81 st Street PO Box rMian-?i 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
Withers And Ravenel
Agent/ Contractor 1: First Name MI Last Name
Troy H Beasley
Agent/ Contractor 2: First Name MI Last Name
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
[e-mail] n 53 601, ?? 1111
K
<Form continues on back> S E P 1 5 2008
llENR - vW ER QUALITY
Wr-rl ANDS AND STORIMATER BRANCH
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Form DCM MP-1 (Page 2 of 4)
APPLICATION for
Major Development Permit
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
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.
?Natural ?Manmade ®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 ?No work falls within.
Wilmington
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
±1447 linear feet ± 222,506 sq ft (±5.11 ac)
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
254,826 sq ft, NWL (normal water level)
(If many lot sizes, please attach additional page with a list) 13.5 feet ®NHW or ?NWL
e. Vegetation on tract
The lot is currently undeveloped and contains vegetation native to the area. The upland vegetation consists of Southern
Magnolia, Loblolly Pine, Long Lear Pine, American Holly, and Live Oak. The onsite wetlands consist of freshwater wetlands
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 adjacent 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?
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?
1. Is the proposed project located in a National Registered Historic District or does it involve a ?Yes ®No ?NA
National Register listed or eligible property?
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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/Govemment
N Private/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 40 If of stream impact and 471 sq ft of
wetland impacts as a result of installation of a dual 48" culvert crossing and filling of ±1214 sq feet of jurisdictional wetlands
for construction of the wetland crossing. 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? 0.50 ?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. There are no proposed direct discharges to Waters of the State.
Stormwater runoff from the proposed impervious area will mimic the existing conditions, with runoff sheetflowing over onsite
uplands prior to entering the onsite wetlands.
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 ?No ?NA
If yes, attach a mitigation proposal.
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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 _8/28/08 Print Name -Troy Beasley
Signature
Please indicate application attachments pertaining to your proposed project.
DDCM MP-2 Excavation and Fill Information NDCM MP-5 Bridges and Culverts
NDCM MP-3 Upland Development
?DCM MP-4 Structures Information
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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 b. Number of lots or parcels.
proposed.
1 parcel
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 d. Size of area to be graded, filled, or disturbed including roads,
acre). ditches, etc.
1 residential unit - 0.17 units per acre 0.50 ac (22,167 sq feet)
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 The materials used for imperivous surface will consist of
activity begins.
If applicable, has a sedimentation and erosion control plan been asphault and gravel for the road, concrete for sidewalks
submitted to the Division of Land Resources? and shingles for the roof covering.
?Yes ?No (DNA
(ii) If yes, list the date submitted:
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 % within the 575' AEC
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 ?NA
L 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% for entire tract
j. Describe proposed method of sewage disposal.
The sewage disposal will consist of Cape Fear Public Utility
Authority.
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.
(ii) If yes, list the date submitted: 8/19/08
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.
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Form DCM MP-3 (Upland Development, Page 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? ?Yes ®No ?NA
(ii) If yes, how many acres?
o. When was the lot(s) platted and recorded?
The parcel was platted and recorded in 1949
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
®Yes ?No ?NA
8/28/08
Date
Parsley Property
Project Name
Robert Parsley
Applicant Name ?f
Applicant Sign ture
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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 EThis 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)
9• Length of proposed bridge:
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:
L 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:
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 [p This section not applicable
a. Number of culverts proposed: 3 Total - Dual (2) 48" culverts b. Water body in which the culvert is to be placed:
for stream crossing and one (1) 12" culvert for the wetland Unnamed tributrary to Masonboro Sound / ICWW
crossing.
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Form DCM MP-5 (Bridges and Culverts, Page 2 of 4)
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
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)
e. (i) Will proposed culvert replace an existing culvert?
?Yes ONo
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 -40' (Dual)
Wetland Crossing - 34'
h. Height of the top of the proposed culvert above the NHW or NWL.
Stream Crossing - 1' above NWL of stream
Wetland Crossing - 1.6' above NHW
j. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ?Yes ®No
If yes, explain:
3. EXCAVATION and FILL
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: 40'
(iii) Avg. width of area to be excavated: 8.7'
(iv) Avg. depth of area to be excavated: 1'
(v) Amount of material to be excavated in cubic yards: 13 cu
yards
9• Width of proposed culvert: Stream Crossing - 48" (Dual)
Wetland Crossing - 12"
i. Depth of culvert to be buried below existing bottom contour.
Stream Crossing - 1.0 feet below existing bottom contour
Wetland Crossing - installed at existing grade
k. Will the proposed culvert affect existing water flow?
If yes, explain:
?Yes ONo
This section not applicable
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 348 sa feet of stream bed ?None
(ii) Describe the purpose of the excavation in these areas:
Approximately 348 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.
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Form DCM MP-5 (Bridges and Culverts, Page 3 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 ®No
If yes, give dimensions if different from (ii) above.
e. (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:
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 NNo
If yes,
(ii) Avg. length of area to be filled:
(iii) Avg. width of area to be filled:
(iv) Purpose of fill:
(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 471 sa ft of wetlands ?None
(ii) Describe the purpose of the excavation in these areas:
Approximately 471 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.
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 NNo detour structures?
?Yes ®No
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Form DCM MP-5 (Bridges and Culverts, Page 4 of 4)
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?
If yes, complete Form DCM-MP-2. 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,
dragline, backhoe, or hydraulic dredge)?
The culverts will be installed using either a trackhoe,
excavator or similar piece of commercial construction
equipment.
f. Will wetlands be crossed in transporting equipment to project site?
®Yes ?No
If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
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.
8/28/08
Date
Parsley Property
Project Name
Robert Parsley
Applicant Na
/? ` ??O?'r Cad' .???
Applicant Sig , ture
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AGENT AUTHORIZATION
The undersigned owner(s) Robert Paralev do(es) hereby appoint T= Waft /
Withers & Ravenel. Inc. as his, her, or its exclusive agent for the purpose of petitioning the
appropriate local, state and federal environmental regulatory agendas (US Army Corps of
Engineers, NC Division of Water Quality, NC Division of Coastal Management, etc.) for. a) review
and approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface
waters, etc.) andbr, b) preparation and submRW of appropriate environmental permit
applicationstrequests for the - 25.86 acre Masonboro Sound Road property.
The owner does hereby authorize that said agent has the authority to do the following ads on
behalf of the owner:
(1) To submit appropriate requeststapplications and the required
supplemental materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of environmental
review by appropriate regulatory agencies.
This agreement shall continue in effect until completion of the contracted task or termination by
the property owner.
Date:
Agents Name, Address & Telephone:
Troy Heasley / Withers & Ravenel Inc
7040 Wrightsville Avenue Suite 101
Wilmington. NC 2840
Tel. [phone]
Signature of Owner(s) / Contract Purchaser(s):
AOW PA,&Sc.f--(-r
(signature) d-46L
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City State Zip
County, North Carolina
I, o c L4 KZ* Q a Notary Public of the County and State aforesaid, certify that
s personally appeared before me this day and acknowledged the execution
of the ng Instn-
ant. Witness my hand and official seal, this 't day of f e?b .
20.&
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tIYLIONIOD3'id984 Notary Public
:June ,=
v?'.E? R?F 1011414 TIIIr 9udrN Np1? 511??i01i

My commission expires , 20
PROJECT NARRATIVE
WITHERS &- RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
Project Narrative
Mr. Robert Parsley (property owner) 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 the Cape Fear Public Utility
Authority 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.
Areas of Environmental Concern (AEC)
The AIWW is classified as ORW and is afforded a 575' Area of Environmental Concern (AEC).
The 575' AEC was offset from the NHW line from the marsh adjacent to the AIWW. The NHW
line was established by Robb Mairs with the NC Division of Coastal Management (DCM) on
January 3, 2008. 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 proposed construction within the 30' Coastal
Shoreline Buffer.
SITE INFORMATION
Project Area 222,506 s ft (5.11 ac)
Project Area Within
' 222,506 sq ft (5.11 ac)
AEC
575
Total Disturbed Area 22,167 sq ft (0.50 ac)
Impervious Area For 10,873 sq ft (4.8 %)
Entire Project
Impervious Area Within 10,873 sq ft (4.8 %)
575 AEC
Proposed 404 Wetland 1,685 sq ft (0.04 ac)
Impacts
Proposed Stream Impacts 401f- 348 sq feet (0.01 ac)
Upland Development
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 30' Coastal Shoreline Buffer. The access road will consist of both asphalt
and gravel portions. The first 180 ft of the access road will be paved with asphalt to provide a
stable base for vehicles to drive up the steep slope to the house. The remainder of the driveway
will consist of gravel.
Proposed Wetland Impacts
1410 Commonwealth Drive, Suite ioi Wilmington, North Carolina 28403 tel: [phone] fax:[phone]
www.withersravenel.com
WITHERS RAVENEL
ENGINEERS I PLANNERS 1 SURVEYORS
The proposed project will require 401f of stream impacts and 1,685 sq ft (0.04 ac) of 404 wetland
impacts as a result of construction of the entrance road to access the property.
The 40 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 1,685 sq ft of wetland impacts are proposed to construct the access road. The
installation of the culvert crossing will result in 471 sq feet of wetland impact, and construction of
the wetland crossing will result in 1214 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. The stream crossing has been designed to utilize a headwall
to stabilize fill rather than backslopes. Also, the previously proposed rip-rap has been removed
from the actual streambed. These minimization efforts have resulted in a 35 If reduction in
stream impacts needed for construction of the stream crossing.
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
In order to compensate for the proposed 40 if of stream impacts and 1,685 sq ft (0.04 ac) of
wetland impacts the applicant proposes to purchase 0.25 acres of riparian wetland mitigation from
the Ecosystem Enhancement Program (EEP). A copy of the EEP Letter of Reservation for the
proposed mitigation has been provided as an Appendix to this application.
1410 Commonwealth Drive, Suite ioi Wilmington, North Carolina 28403 tel: [phone] fax:[phone]
www.withersravenel.com
LOCATION MAP
CORPS WETLAND APPROVAL
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT.
Action Id. SAW-2007-02984-065 County: New Hanover U.S.G.S. Quad: Wrightsville Beach
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner/Agent: Wachovia Bank '
Address: c/o Wachovia Trust Re FLO134
PO Box 40062
Jacksonville. Florida 32203
Telephone No.:
Property description:
Size (acres) 5.7 Nearest Town Wilmington
Nearest Waterway Atlantic Intracoastal Waterway River Basin Cape Fear
USGS HUC 0303001 Coordinates N 34.1725 W 77.8503
Location description The tract is located at 7621 Masonboro Sound Road, in wetlands adjacent to an unnamed
tributary to the AIWW. in Wilmington, NC.
Indicate Which of the Following Apply:
A. Preliminary Determination
Based on preliminary information, there may be wetlands on the above described property.. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331).
B. Approved Determination
X There are Navigable Waters of the United States within the above. described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the taw or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and/or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
The wetland on your property have been delineated and the delineation has been verified by the Corps. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps.
Once verified, this survey will provide .an accurate depiction of all areas subject to CWA jurisdiction on your property
which, provided there is no change in the law or our published regulations, may be relied upon for a period not to exceed
five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on 9/13/2007. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
There are no waters of the U.S., to inciude.wetiands, present on the above described property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of ibis
notification.
Page 1 of 2
Action ID: 6700? . 0398'`f • O 4s
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(CAMA). You should contact the Division of Coastal Management in Wilmington, NC at [phone] to determine
their requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Jennifer Frye at 910-251-4923.
C. Basis for Determination
This site exhibits wetland criteria as described in the 1987 Corps Wetland Delineation Manual and is adjacent to an
unnamed tributary to the Atlantic Intracoastal Waterway, a Navizable Water of the U.S. This 'site also contains a
waterbody that exhibits an ordinary high water mark and is a tributary to the AIWW. This determination is based on
information submitted bv_SEG, Inc. and a site visit by Jennifer Frye on 8/21/2007.
D. Remarks
E. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
District Engineer, Wilmington Regulatory Division
Attn:Jennifer Frye, Project Manager,
Wilmington Regulatory Field Office
Post Office Box 1890
Wilmington, North Carolina 28402-1890
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331:5, and.that it has been received by the District Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 11/13/2007.
**It is not necessary to submit an RFA form to the District Office if you dig not object to the determination in this
correspondence.**
Corps Regulatory Official:
Date 09/13/2007 Expiration Date 0 /.13/2012
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit
http:www_saw,usace.army.miVWETLANDS/index.html to complete the survey online.
Copy furnished:
Joanne Steenhuis, DENR-DWQ, Wilmington Regional Office, 127 Cardinal Drive Ext., Wilmington, NC 28405
ffi?rretasaatsrmarpt,Irt3c2S'C°ollege Road Suite E, Wilmington, NC 28412
Robert Parsley, Geomantic Design, 6800 SW 81st Street, Miami, FL 33143
Page 2 of 2
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EEP LETTER OF RESERVATION
1^
.FcOSYStem
PROGRAM
September 10, 2008
Robert Parsley
6800 Southwest 8Is' Street
Miami, FL 33143 Expiration of Acceptance: June 10, 2008
Project: Parsley Property County: New Hanover
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for nine months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net,
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
table.
River
Basin CU
Location Stream (feet) Wetlands (acres) Buffer I
(Sq. Ft.) Buffer II
(Sq. Ft.)

Im
act
White Oak
03030001 Cold Cool Warm Riparian Non- Ri arian Coastal Marsh
p 0 0 0 0.04 0 0 0 0
Credits White Oak 03030001 0 0 0 0.08 0 0 0 0
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the Memorandum of Understanding between the N. C. Department of Environment and Natural Resources and the
U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Valerie Mitchener at [phone].
Sincerely,
AE1 t/L
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
David Timpy, USACE-Wilmington
Chad Coburn, NCDWQ- Wilmington
Troy Beasley, agent
File
RmtDYt;Gig... Edlwul?tg... PYDtEC.t, oar fta&
ern
NCDER
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net