20021802 Ver 2_CAMA Application_20091222

AE115 oa_
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Beverly Eaves Perdue James H. Gregson
Governor Director
MEMORANDUM:
TO:
FROM:
SUBJECT
Applicant:
December 21, 2009
?8oa U a
Dee Freeman
Secretary
LRZ @ L9 L9
i1L- o 200J
Cyndi Karoly, Supervisor
401 Oversight & Express Permits Unit DEW-WATER QUALITY
Division of Water Quality-Surface Water ProtectionDSANDSroRwATERS?ar,c,,
Doug Huggett, NC DENR-DCM Major Permits Coordinator
400 Commerce Ave., Morehead City, NC 28557 (Courier 11-12-09)
CAMA/Dredge & Fill Major Permit Application Review
(Heirs of) Orli, Marianne (c/o: Land Management Group)
Project Location: 107 Florida Avenue, adjacent to Carolina Beach Yacht Basin, in
Carolina Beach, New Hanover County
Proposed Project: To construct a bulkhead and fill a residential lot containing coastal
wetlands. The applicant also proposes to construct an access
walkway and 6-slip docking facility with associated dredging
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by January 6, 2010. If you have any questions regarding the proposed
project contact Holley Snider [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.
SIGNED
400 Commerce Ave., Morehead City, NC 28557--3421
Phone: [phone] \ FAX: [phone] Internet: www.nccoastaimanagement.net
An Equal Opportunity lAffrmative Action Employer
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.
DATE
North Carolina
Aa&Wt
DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Heirs of Marianna K. Orli
2. LOCATION OF PROJECT SITE: 107 Florida Ave., adjacent to Carolina Beach Yacht Basin, in
Carolina Beach, New Hanover County
Photo Index - 2006: 21-7378: U-5,6 2000: 21-258: V-5,6
1995: 21-240: U,V-10,11 1989: 178-11: P,Q-6
State Plane Coordinates - X: 2337620 Y: 112360 Rover file: 0-120910A
Lat: 34°03'12.61294" N Long: 77053'07.79400" W
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit - 8/31/09 (office) 10/28/09 (office),
8/18/09 9/4/09
Was Applicant Present - Yes No
5. PROCESSING PROCEDURE: Application Received - 12/3/09
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Carolina Beach
Land Classification From LUP - Developed
(B) AEC(s) Involved: ES, CW, EW, PTA
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing - None
Planned -None
(F) Type of Structures: Existing - None
Planned - Bulkhead; Docking Facility
(G) Estimated Annual Rate of Erosion: N/A
Source - N/A
7. HABITAT DESCRIPTION: [ AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands 861 sq.ft.
shaded
Unvegetated Wetlands 5,600 sq.ft.
(B) Other 4,300 sq.ft. 759 sq.ft.
Open Water incorporated
(D) Total Area Disturbed: 11,520 sq.ft. (0.26 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SB Open: No
8. PROJECT SUMMARY: The applicant proposes to construct a bulkhead and fill a residential
lot containing coastal wetlands. The applicant also proposes to construct an access
walkway and 6-slip docking facility with associated dredging.
Heirs of Marianna K. Orli
Page 2
9. PROTECT DESCRIPTION
The project site is located at 107 Florida Avenue, adjacent to the east side of the
Carolina Beach Yacht Basin, in Carolina Beach, New Hanover County. To locate the
project site from US 421 South cross the Snow's Cut Bridge to Pleasure Island. Travel
south approximately 1.5 miles on Lake Park Boulevard/US 421 and make a left turn onto
Winner Avenue. At the next intersection turn left onto Canal Drive and travel north
approximately 1.3 miles to Florida Avenue. Turn left on Florida Avenue, the project site
is located on the left hand side of the road. This is a residential area, classified as
Developed in the Carolina Beach Land Use Plan. The project site measures
approximately 120 feet in width by 260 feet in length. The project site is undeveloped
and is bordered on both sides by condominium developments whose shorelines are
stabilized by bulkheads. The undeveloped lot consists primarily of coastal wetlands and
an unvegetated area, composed of mostly sand and some gravel fill. Coastal wetland
species include; Smooth Cordgrass (partina alterniflora), Black Needle Rush (uncus
roemarianus), Spike Grass (Distichlis spicata), Sea Lavender (Limonium, spp.), Saltwort
(Salicornia, spp.), and Salt Meadow Grass (Spartina patens). The applicant has shown a
"404 type" wetlands delineation line extending along a small highground portion of the
lot on the western property boundary and extending east across the site, approximately
110 feet south of Florida Avenue. Vegetation extends landward of this 404 line to the
edge of pavement at Florida Avenue and consists of several species of coastal wetland
high and low marsh vegetation and is intermixed with Seaside Goldenrod and Sea Ox-
eye. These coastal wetlands species are Spike Grass (Distichlis spicata), Sea Lavender
(Lumonium, spp.), Saltwort (Salicornia spp.), and Salt Meadow Grass (Spartina patens).
Coastal wetlands are most active on the vegetated portion of the lot, as indicated by the
predominance of coastal wetland species, crab holes, and soil wetness. The sand and
gravel portion of the project site is void of wetland vegetation as a result of vehicular use
by the adjacent condominium residents. However, this area shows characteristics
consistent with coastal wetlands, low elevations, occasional tidal flooding, soil wetness,
crab holes, and the migration of coastal wetland plant species into this area. Located on
the west side of the property adjacent to Florida Avenue, saltwort can be observed
emerging thru broken shell fill. Along the edge of vegetation and the sand gravel area,
the rhizomes of and small shoots of spike grass can be observed migrating into the sand
and gravel area. Low elevations and poor storm drainage in Carolina Beach, along
Canal Drive and Florida Avenue, regularly create street flooding associated with lunar
and/or storm tides. In addition to their occasional tidal flooding, these undeveloped areas
become drainage outlet corridors during such events and associated ponding on
adjacent low lots encourages the colonization of coastal wetland plant species.
The Carolina Beach Yacht Basin is classified as SB by the NC Division of Water Quality,
and it is CLOSED to the harvest of shellfish. The basin is not a designated primary
nursery area (PNA) by the NC Division of Marine Fisheries.
Heirs of Marianna K. Orli
Page 3
10. PROPOSED PROJECT
The applicant proposes to construct a bulkhead and fill a residential lot containing
coastal wetlands. The applicant also proposes to construct an access walkway and 6-slip
docking facility with associated dredging. The applicant proposes to construct a new
bulkhead and fill a portion of the lot. The proposed bulkhead would be approximately
346 feet long, constructed along the coastal wetland vegetation line and the
unvegetated area as shown on the project drawing. The applicant is proposing to secure
the ends of the bulkhead with two (2) 5 feet long wing walls parallel to Florida Avenue.
The size of the filled and graded area landward of the proposed bulkhead is
approximately 5,600 square feet (105' X 50' and 45' X 8'). The applicant is proposing to
construct a docking facility and access walkway that would originate from the
southeastern corner of the proposed bulkhead. The proposed access walkway would
measure approximately 140 feet in length by 6 feet in width and terminate at a "T-head"
platform measuring 7 feet in length by 10 feet in width along the edge of marsh. The
access walkway would be connected via ramp to a 6 feet wide by 6 feet long landing
platform and a 62 feet long by 5 feet wide floating spine oriented parallel to shore. The
applicant is proposing to designate slips by installing three (3) 30 feet long by 4 feet
wide floating finger piers. The proposed finger piers will be located at either end of the
floating spine and one located at the spine's midpoint. The structure would provide
docking space for up to (6) six vessels. The proposed docking facility would extend
approximately 100 feet into a waterbody which measures approximately 555 feet in
width. The applicant is also proposing to excavate the bottom surrounding the proposed
docking facility. The dimensions of the proposed dredge area would be irregularly
shaped and measure on average 50 feet in width by 86 feet in length and would be
excavated to a final project depth of -5 feet at Normal Low Water (NLW). The applicant
states approximately 275 cubic yards of material would be excavated; DCM calculations
indicate that approximately 320 cubic yards of material would be removed. Excavation
of the basin would be accomplished by barge mounted mechanical excavator. The
applicant is proposing that excavated material be transported across the wetlands to the
bare sand and gravel area where it would be deposited behind a silt fence for
dewatering. The applicant is proposing to utilize mats when transporting material across
wetlands to prevent damage to the vegetation. The excavated material and, if
necessary, additional approved fill would be used to raise the grade contained behind
the retaining wall to a finished elevation suitable for future home site development. The
applicant is proposing to raise the grade of the bare sand and gravel area to +3.5 feet
above the existing grade.
10. ANTICIPATED IMPACTS
As proposed, the project would result in the filling and incorporation of approximately
5,600 square feet of unvegetated coastal wetlands in conjunction with proposed 356
linear feet of new bulkhead construction and spoil disposal. The proposed access pier
would result in approximately 861 square feet of Coastal Wetland shading impacts. The
proposed docking facility would result in the incorporation of 759 square feet of
Estuarine Waters and Public Trust Area. The proposed docking facility would provide
docking for six (6) vessels and would not exceed the 1/4 width limitation. The proposed
Heirs of Marianna K. Orli
Page 4
dredging would result in the excavation of approximately 3,826 square feet of shallow
bottom. Short term increases in turbidity can be expected during pier construction and
dredging activity. The excavation of the basin by mechanical means will create steep
side slopes and subsequent sloughing, thereby increasing the top width dimensions of
the proposed project and potentially creating sloughing of the adjacent coastal wetlands.
Approximately 320 cubic yards of spoils material would be generated from the project
and placed on site and utilized for backfill for the proposed bulkhead. The proposed
dredge footprint would encroach slightly into the adjacent riparian corridor 15 foot
setback of both adjacent riparian property owners.
Submitted by: H.A. Snider Date: 12/8/09 Office: Wilmington
PROJECT NARRATIVE
CAMA MAJOR DEVELOPMENT PERMIT APPLICATION
Proposed Pier, Boat Slips, Dredging, Retaining Wall, Backfill
107 Florida Avenue, Carolina Beach, N.C.
Estate of Marianna K. Orli, Richard Orli - Executor and Heirs
(Applicant)
The subject property is currently undeveloped and is described as Lots 4, 4A, 5 and 5A in
Block 200, in the Northern Section of the Town of Carolina Beach with the address of
107 Florida Avenue. The surrounding properties are fully developed and feature either
single or multi-family residential structures. The neighboring riparian properties are
multi-family developments and have existing piers and boat slips.
The subject property is generally lower in elevation than the surrounding developed
properties and paved street. Rainfall runoff flows toward and into the property which
gently slopes toward the open waters of the Carolina Beach Yacht Basin. It is evident that
over time, increased runoff from nearby paved and roofed surfaces has amplified erosion
processes across the property as evidenced by the sandy accretional delta at the shoreline.
This accumulated sediment represents a portion of the sandy material directly eroded
from the property. Aggravated by this lowering of elevation, spring tidal intrusion has
been noted across most of the property while the Normal High Water Line remains within
the waterward 1/3 of the platted lots. The herbaceous vegetation present, which extends
over most of the property, contains representative species as required for designation as a
Coastal Wetland Area of Environmental Concern (AEC). Coastal Wetland species noted
in the vegetated area were Spartina alterniflora, Juncus roemerianus, Salicornia spp.,
Distichlis spicata, Limonium spp. and Spartina patens. The remaining un-vegetated sand
and gravel area adjacent to the street is irregular in shape and measures approximately
100' by 50'. Jurisdictional 404 wetlands as regulated by the Corps of Engineers, cross the
property waterward of this un-vegetated area. A Notification of Jurisdictional
Determination (JD) was issued by the Corps on 6/3/97 (Exhibit 1). A subsequent JD was
issued as a renewal on 6/3/02 (Exhibit 2). A current 404 wetland line has recently been
delineated on the site by Land Management Group (LMG) and will be reviewed by the
Corps during the application review period. The 75' Estuarine Shoreline AEC as
measured landward from the Normal High Water Line does not extend into the un-
vegetated area. The property lies within zone VE 14 on the 4/3/06 updated flood
insurance rate maps of the Federal Insurance Administration.
,.
NOV 12 2009
D C i%)1 VV 1 L to i\3 ?: 0 119 , l C
Original LMG Summary
On 8/25/00, LMG examined the subject property and the potential for a bulkhead with
backfill across the entire property. In our summary letter to Mr. Joe Orli (Attachment 1),
we stated that "the Coastal Wetland Area of Environmental Concern (AEC) extends over
most of the property." This AEC was defined as having "any of the ten listed marsh plant
species and the presence of regular or occasional tidal inundation". We also stated "the
western roadfront lot may have the potential for development". This area was noted at
that time to be "bare sand without obvious signs of tidal inundation". It should be noted
that since that time the extent of spring tidal flooding has been witnessed as stated earlier.
We further described that a CAMA General Permit should have been sufficient to cover
regulatory authorization within this bare sand and gravel area provided that there was less
than 500 linear feet of bulkhead, no coastal or 404 wetland fill and less than one acre of
disturbed area.
Past Permit Application
The Orli family submitted a plat (Exhibit 3) associated with a CAMA Major Permit
Application, received by the Division of Coastal Management (DCM) on 10/11/02. The
plat showed a proposed straight bulkhead crossing the property over 100' from the street
right-of-way with backfill to prepare the property for two homesites. The proposed
bulkhead backfill area would have impacted a small area of 404 wetlands and a more
sizable area of approximately .19 acres of Coastal Wetland AEC landward of the 404
line. The upper limit of the Coastal Wetland AEC was depicted as a "Grass Line" on the
plat and was based on a survey revised on 8/27/02 (Exhibit 4). The "Grass Line" on the
application plat and the survey generally corresponds with the present day extent of
Coastal Wetland vegetation, which defines the perimeter of the un-vegetated sand and
gravel -area. On 11/25/02 the Corps sent a letter (Exhibit 5) to DCM stating that the
application was being placed "on hold until the applicant received a Coastal Consistency
Determination". Based upon a 12/12/02 request (Exhibit 6) from the Division of Water
Quality (DWQ) to demonstrate minimization of wetland impacts, a revised plat (Exhibit
7) was prepared showing a smaller proposed bulkhead backfill area. Impacts to the 404
wetlands were eliminated while impacts to the Coastal Wetland AEC (vegetated area
defined by the "Grass Line") were somewhat reduced, but not eliminated. Since at least
part of the remaining requested proposed fill area was considered coastal wetland, on
3/31/03, DWQ issued a letter (Exhibit 8) stating they were recommending denial of the
permit because the Administrative Code "prevents the Division of Water Quality from
issuing a 401 Water Quality Certification for the fill of coastal wetlands unless the project
is water dependent and requires access to water as a central element of its basic function."
No permit was issued.
Years later, on 6/30/05, in response to an inquiry by New Hanover Tax Office appraiser
Jim Hardin, Robb Mairs of DCM issued a letter (Exhibit 9) stating that "There are
section(s) of the property that have been established as a driveway or parking area that
have kept the coastal wetlands absent, but the majority of the lot still contains a_numbeT
Nt ov 12 2009
h y.
of the coastal wetland species to the northern end of the property adjacent to Florida
Avenue."
Current Permit Application
The applicant proposes to construct an elevated pier extending from the upland (un-
vegetated sand and gravel area) to the open water and a ramp down to a floating dock
system with six permanent boat slips. The proposed docking structures will remain more
than 15' from the adjacent riparian lines. To provide for adequate water depths,
excavation utilizing a bucket-to-barge operation to a depth of -5' mean low water is
proposed in the immediate slip area. Excavated material will be placed on the upland area
and contained within a silt fence until drying is complete. Mats will be used to support
equipment transporting material over the wetland area to the fill site. Additional suitable
fill material will be used to raise the grade contained by the retaining wall to a finished
elevation, suitable for a future homesite development. The fill surface will be stabilized
with a permanent vegetative ground cover to prevent erosion and sediment loss. This
proposal's retaining wall and fill request differs from past proposals because it involves
no area of coastal wetland vegetation. The demonstrated absence of this vegetation for
many years establishes the fact that there will be no impact on present productivity, food
chain support, human harvests of fish and shellfish or erosion control as described in 15A
NCAC 714.0205.

N V 1 2009

DCM MP-1
o ?- ? 8 o a. v 'a-
APPLICATION for
Major Development Permit
(last revised 12127/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant Landowner Information
Business Name Project Name (if applicable)
Na Florida Ave.
Applicant 1: First Name MI Last Name
Heirs of Marianna K Orli
Applicant 2: First Name MI Last Name
Na Na
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address PO Box City State
c/o Richard J. Orli (Executor) 348 N. Edison Street Arlington VA
ZIP Country Phone No. FAX No.
22203 USA 703 - 983 - 2234 ext. 703 - 983 - 6435
Street Address (if different from above) City State ZIP
Email
[e-mail]
2. AgentContractor Information
Business Name
Land Management Group Inc.
Agent/ Contractor 1: First Name MI Last Name
Greg Finch
Agent/ Contractor 2: First Name MI Last Name
Steve Morrison
Mailing Address PO Box City State
PO BOX 2522 Wilmington NC
ZIP Phone No. 1 Phone No. 2
28402 910 - 452 - 0001 ext. ext.
FAX No. Contractor #
910 452 0060
Street Address (if different from above) City State ZIP
3805 Wrightsville Ave Wilmington NC 28403 -
Email P
E
[e-mail]; [e-mail] " `
<Form continues on back>

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 107 Florida Ave NA
Subdivision Name City State Zip
NA Carolina Beach NC 28428-
Phone No. Lot No.(s) (d many, attach additional page with list)
NA- - ext. NA, ,
a. In which NC river basin is the project located? b. Name of body of water nearest to proposed project
Lap 4. et r
Carolina Beach Yacht Basin
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 Cape Fear River/Atlantic Ocean
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 Carolina Beach
4. Site Description
a. Total length of shoreline on the tract (ft.) b. Size of entire tract (sq.ft.)
220.64' along NHW 31433.8857
c. Size of individual lot(s) d. Approximate elevation of tract above NHW (normal high water) or
NA, NWL (normal water level)
(if many lot sizes, please attach additional page with a list) -1' ®NHW or ?NWL
e. Vegetation on tract
Native shrubs and grasses.
f. Man-made features and uses now on tract
Bare sand and gravel parking area, dilapidated bulkhead
g. Identify and describe the existing land uses adiiacent to the proposed project site.
Multifamily and single family residences.
h. How does local government zone the tract? i. Is the proposed project consistent with the applicable zoning?
R-1-WB (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?
.0 c it,

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?A W {
F.. Ai.'?? -'fie
Form DCM MP-1 (Page 3 of 4)
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ®Yes ?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.
None. Municipal sewer available
o. Describe existing drinking water supply source.
None. Municipal water available.
p. Describe existing storm water management or treatment systems.
None
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? ?Commercial ?Public/Government
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The purpose of the project is to construct a 6 slip boating facilty with dredging and the installation of retaining wall and
backfill over the existing bare sand and gravel area.
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.
Standard construction methodology and equipment required for the contruction of t he boating facilty and retaining wall and
the proposed bucket to barge dredging.
d. List all development activities you propose.
Construction of a 6 slip docking facility, retaining wall and backfill.
e. Are the proposed activities maintenance of an existing project, new work, or both? New
f. What is the approximate total disturbed land area resulting from the proposed project? 5,012 ®Sq.Ft or ?Acres
g. Will the proposed project encroach on any public easement, 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.
Limited surface runoff.
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 UNA
j. Is there any mitigation proposed? ?Yes ?No UNA
If yes, attach a mitigation proposal. . * ?' . -; 'i, C „11

<Form continues on back> tijklf I - 2009

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) - (0 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 Captains Quarters Association Phone No. NA
Address 111 Florida Ave, Unit 11, Carolina Beach, NC 28428
Name Yachtsman Condo Owner's Association Phone No. NA
Address 1003 Bennet lane, Suite N, Carolina Beach, NC 28428
Name NA Phone No. NA
Address NA
g. A list of previous state or federal permits issued for work on the project tract. Include permit numbers, permittee, and issuing dates.
None
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 1012J0'f Print Name CW&!. _ , 6%ipq ? ^z.
Signature r ? *
Please indicate application attachments pertaining to your proposed project.
®DCM MP-2 Excavation and Fill Information ?DCM MP-5 Bridges and I. qs , .
?DCM MP-3 Upland Development
®DCM MP-4 Structures Information

VV,- L NC
i
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.
Access Other
Channel Canal Boat Basin Boat Ramp Rock Groin Rock (excluding
(NLW or Breakwater shoreline
NWL) stabilization)
Length 86'
Width -50'
Avg. Existing -3' MLW NA NA
Depth
Final Project -5 MLW NA NA
Depth
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. Sand and silt
Approx. 275 cubic yards.

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), None
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:
NA

2. DISPOSAL OF EXCAVATED MATERIAL ?This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
Bare sand and gravel area located on site. Irregular, approx 86'x25'.
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 no, attach a letter granting permission from the owner. (ii) If yes, where?
e. (i) Does the disposal area include any coastal wetlands/marsh
(CW), submerged aquatic vegetation (SAV), shell bottom (SB),
or other wetlands (WL)? 't any boxes are checked, provide the
number of square feet affected.
?CW ?SAV ?SB
?WL ®None
(ii) Describe the purpose of disposal in these areas:
NOTE: The applicant does not consider the fill area to be coastal
wetland. DCM staff indicated this area to be unvegetated
coastal wetland.
f. (i) Does the disposal include any area in the water?
?Yes ONo ?NA .
(ii) If yes, how much water area is affected?
?"

3. SHORELINE STABILIZATION ?This section not applicable
(if development is a wood groin, use MP-4 - Structures)
a. Type of shoreline stabilization:
?Bulkhead ?Riprap ?Breakwater/Sill ®Other:
Retaining 01all
c. Average distance waterward of NHW or NWL: 0
e. Type of stabilization material:
Wood, vinyl, steel, concrete or keystone.
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 0 Riprap 0
Breakwater/Sill 0 Other 0
i. Source of fill material.
Proposed dredged material or offsite sand.
b. Length: 365'
Width: 1'
d. Maximum distance waterward of NHW or NWL: 0
f. (i) Has there been shoreline erosion during preceding 12
months?
?Yes ENo ?NA
(ii) If yes, state amount of erosion and source of erosion amount
information.
h. Type of fill material.
Sand
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,
(ii) Amount of material to be placed in the water 0
(iii) Dimensions of fill area 100'x50'
(iv) Purpose of fill
Retaining wall backfill
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 ®None
(ii) Describe the purpose of the fill in these areas:
NOTE: The applicant does not consider the fill area to be
coastal wetland. DCM staff indicated this area to be
unvegetated coastal wetland.
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)?
Silt fence or retaining wall. Backhoe for excavation, front-end loader, bobcat for transport to
disposal area.
C. (i) Will navigational aids be required as a result of the project?
?Yes ®No ?NA
(ii) If yes, explain what type and how they will be implemented.
d. (i) Will wetlands be crossed in transporting equipment to project
site? ®Yes ?No ?NA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Mats to be used to cross wetland areas.
A r 1
Project Name
Date
Florida Ave.
?.sS .i M c?+t .yr,?i, oil
Applicant Name " ?'`') ?v'r-1 5'4 , ;y1
Applicant Signature
E J
No 0

Form DCM MP-4
STRUCTURES
(Construction within Public Trust Areas)
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. DOCKING FACILITY/MARINA CHARACTERISTICS
a. (i) Is the docking facility/marina:
?Commercial ?Public/Government ®Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number 1 floating dock. 1 fixed access pier
(iii) Length 62'.147'
(iv) Width 6. 6
(v) Floating ®Yes ®No
e. (i) Are Platforms included? ®Yes ?No
If yes:
(ii) Number 2
(iii) Length 6,
(iv) Width 3.7'. 6'
(v) Floating ®Yes ONo
Note: Roofed areas are calculated from dripline dimensions.
g. (i) Number of slips proposed
6
(ii) Number of slips existing
0
i. Check the proposed type of siting:
? Land cut and access channel
®Open water; dredging for basin and/or channel
?Open water; no dredging required
?Other; please describe:
k. Typical boat length: 30'
M. (i) Will the facility have tie pilings?
?Yes ONo
(ii) If yes number of tie pilings?
?This section not applicable
b. (i) Will the facility be open to the general public?
?Yes ONo
d. (i) Are Finger
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating
Piers included? ®Yes ?No
3
30
4
®Yes ?No
f. (i) Are Boat lifts included? ?Yes ®No
If yes:
(ii) Number
(iii) Length
(iv) Width
h. Check all the types of services to be provided.
? Full service, including travel lift and/or rail, repair or
maintenance service
? Dockage, fuel, and marine supplies
® Dockage ("wet slips") only, number of slips: 6
? Dry storage; number of boats:
? Boat ramp(s); number of boat ramps:
? Other, please describe:
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
Mixed types
L (i) Will the facility be open to the ra pyb c7
?Yes (]No

??i •hij VV)iL3"V6 G10 , NC
Z DOCKING FACILITY/MARINA OPERATIONS 0This section not applicable
a. Check each of the following sanitary facilities that will be included in the proposed project.
? Office Toilets
? Toilets for patrons; Number: ; Location:
? Showers
? Boatholding tank pumpout; Give type and location:
b. Describe treatment type and disposal location for all sanitary wastewater.
c. Describe the disposal of solid waste, fish offal and trash.
d. How will overboard discharge of sewage from boats be controlled?
e. (i) Give the location and number of "No Sewage Discharge" signs proposed.
(ii) Give the location and number of "Pumpout Available" signs proposed.
f. Describe the special design, if applicable, for containing industrial type pollutants, such as paint, sandblasting waste and petroleum products.
g. Where will residue from vessel maintenance be disposed of?
h. Give the number of channel markers and "No Wake" signs proposed.
i. Give the location of fuel-handling facilities, and describe the safety measures planned to protect area water quality.
j. What will be the marina policy on overnight and live-aboard dockage?
k. Describe design measures that promote boat basin flushing?
Cx
1. If this project is an expansion of an existing marina, what types of services are currently provided?
m. Is the marina/docking facility proposed within a primary or secondary nursery area? DC6i3 MUM1?G f ON, fqC
?Yes ?No
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?
?Yes ?No
o. is the manna/docking tacility proposed within or adjacent to 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 []None
p. Is the proposed marina/docking facility located within or within close proximity to any shellfish leases? ?Yes ?No
If yes, give the name and address of the leaseholder(s), and give the proximity to the lease.
3. BOATHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
[]Commercial ?Public/Government []Private/Community
(ii) Number
(iii) Length
(iv) Width
Note: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP-2, Excavation and Fill.) ®This section not applicable
a. (i) Number
(ii) Length
(iii) Width
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
a. Length b. Average distance from NHW, NWL, or wetlands
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS ®This section not applicable
a. w ine structure(s):
[]Commercial ?Public/Government 0 Private/Comm unity
C. Distance to be placed beyond shoreline
Note: This should be measured from marsh edge, if present.
e. Arc of the swing
b. Number
d. Description of buoy (color, inscription, size, anchor, etc.)
iw:r
V 2 2009
7. GENERAL
Oc; IV! WI L MI GI'O N , "?3 C
a. Proximity of structure(s) to adjacent riparian property lines b. Proximity of structure(s) to adjacent docking facilities.
19.21' to west; 21' to east 14.84' to west; 16.83' to west
Note. For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
-555'
d. Water depth at waterward end of structure at NLW or NWL
4.5' average existing: -5' MLW proposed
e. (i) Will navigational aids be required as a result of the project?
?Yes ONO ?NA
(ii) If yes, explain what type and how they will be implemented.
8. OTHER
a. Give complete description:
Date
Florida Ave
Project Name
Heirs of Marianna K. Orli
Applicant Name
Applicant S nature
[D This section not applicable
b' C
P ? ? .G
OV 12 2009
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Project: Date: Revision Date:
Florida Avenue Tract 10/212009 NIA
Job Number:
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Applicant:
LAND MANAGEMENT GROUP ,w. Estate of Marianna K. Orli 1"=1 Mile 02-09-080
Environmental Cansultants c/o Richard Orli-Executor
Post Office Box 2522 Title: Drawn By: Sheet Number:
Wilmington, North Carolina 28402 Site Location Map ARF ors
Tele hone 910452-0001

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NOTE: Parcel Boundaries From NHC GIS.
Water Depths Taken By LMG Staff on 5/21109 and
Are Approximate.
LEGEND
'- .
Tax Parcel Boundary
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PRELIMINARY
NOT FOR CONSTRUCTION
Date: Revision Date.
Project'. 10212009 NIA
Florida Avenue Tract
LMG Job Number
Applicant. 02-os-09o
LAq[) M NNAGF.N1F1NT GROUP Estate of Marianna K. Orli Scale: 1"•40'
c/o Richard Orli-Executor, f.nvi r?runen uil Consultants Drawn By. Sheet Number.
0 20 40 80 Post Office Box 2522 Title. Site Plan GSF/ARF 3 ors
Wilmington, North Carolina 28402 2002 Aerial
Telephone : [phone]
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