20061917 Ver 4_CAMA Application_20150125

Coastal Management
ENVIRONMENTAL QUALITY
January 21, 2016
MEMORANDUM
TO:
FROM:
SUBJECT:
Applicant:
Project Location:
Proposed Project:
- 6("�,/qO-
V4
PAT MCCRORY
Gorrrnur'
DONALD R. VAN DER VAART
BRAXTON DAVIS
Karen Higgins, Compliance and Permitting Unit Supervisor
DWR - Water Quality Program
PFF)Ahi
kk,>
Doug Huggett, Major Permits Coordinator �
Division of Coastal Management 0
CAMA/DREDGE & FILL Permit Application Review
Miguel A. Velasco, Sr.
320 & 322 Harrier Court, Pelican Pointe Subdivision, Pasquotank County
Replace 1,360' of bulkhead & vertical sheathing on an existing 100' groin
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 02/11/16 to the attention of Courtney Spears, Assistant Maior Permits Coordinator,
400 Commerce Avenue, Morehead City, NC 28557 (fax: [phone]). If you have any
questions regarding the proposed project, please contact Lynn Mathis at [phone], ext. 234.
When appropriate, in-depth comments with supporting data are requested.
REPLY:
SIGNED
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.
DATE
'Nothing Compares -- .P
State of North Carolina I Environmental Quality I Coastal Management
1367 US Hwy 17 South I Elizabeth City, NC 27909
252-264-39011252-264-3723[fax]

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Miguel A. Velasco, Sr.
2. LOCATION OF PROJECT SITE: 320 and 322 Harrier Court, Pelican -Pointe
Subdivision, in Pasquotank County, North Carolina. The site is adjacent to the
Pasquotank River.
Photo Index: 2006: 237-7740 K12 & 13 2000:.237-1909 K12 & 13, L12 & 13
1995: '167-1712 K17 - 19, L17 & 18 1989: 127-5 L3 & 4, M3 & 4 1986: 121-751
H4&5, 14&5
State Plane Coordinates: X: 2830524.902 Y: 931072.276
3. INVESTIGATION TYPE: CAMA/D&F
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit: 11/20/15, 11/21/15 & 12/16/15
Was Applicant Present: Consultant on 12/16/15
5. PROCESSING PROCEDURE: Application Received Complete: 01/11/2016
Office: Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan: Pasquotank County
LUP Land Classification: Low Density Residential
(B) AEC(s) Involved: EW, PTA and ES
(C) Water Dependent: Yes
(D) Intended Use: Residential
(E) Wastewater Treatment: Existing: Sewer
Planned: NIA
(F) Type of Structures: Existing: Bulkhead and Groin in Disrepair
Planned: New Bulkhead/ Repaired Groin
(G) Estimated Annual Rate of Erosion: 2'
7. HABITAT DESCRIPTION: (AREA)
nRFnrF FILL OTHER
Wetlands: (Non -Coastal) I I 500sf
(B) Shallow'Water Bottom: EW &PTA I ' I 7,200sf
(C) High Ground: ES I I 42,127sf
(D) Total Area Disturbed: 49,8279f and 1.14 acres (.978 acres of land disturbance)
(E) Primary Nursery Area: No
(F) Water Classification: SC Open: No
8. PROJECT SUMMARY: The property owner is requesting a permit to replace 1,360' of
failing wooden bulkhead and to replace the vertical sheathing on an existing. 100'
wooden groin.

Miguel A. Velasco, Sr.
Field Investigation Report
Page 2
Project Setting
The project site is located at 320 and 322 Harrier Court (lot 42 &43) in Elizabeth City, in
Pasquotank County, North Carolina. The site is situated in Pelican Pointe, a low density
residential subdivision. Configuration of the properties form a 2.74 acre peninsula bounded on
the north and east by the Pasquotank River, on the west by a man-made basin (situated at the
.mouth of a man-made canal) and on the south side by Harrier Court. The two properties
consist of 1,360 linear feet shoreline that currently have failing bulkheads in place. The section
of shoreline facing the Pasquotank River has the greatest damage forming a scalloped
shoreline landward of a remnant bulkhead. Broken concrete was placed behind 42' of the
failing bulkhead prior to 2005 to reduce erosion. Water now flows around the section of riprap.
No permit was issued for the placement of the riprap alignment.
In 2003, CAMA Major Permit #160-03 was issued to Page Development, Inc. for land
disturbance associated with a waterfront residential subdivision, and included an 8' wide
boardwalk paralleling and over the adjacent man-made canal. No bulkheading was or riprap
was proposed under the original CAMA Major Permit. In 2007, the permit was modified to
include a new bulkhead on the applicant's property. Prior to construction the property was
seized by First South Bank in foreclosure. During this time First South Bank repaired a section
of the bulkhead at the. entrance to the basin. Bulkhead damage along the river was considered
cost prohibitive and no protective measures were undertaken.
Located along the landward side of the eroded section of bulkhead is approximately 500sf of
non -coastal wetlands consisting of common reed (Phragmites) with a small amount of salt
meadow hay (Spartine patens). Other vegetation found on the property includes, but is not
limited to, a variety of grasses, loblolly pine (Pinus taeda), bald cypress (Taxodium distichum),
sweetgum (Liquidambar styraciflua), greenbrier (Smilax rotundifolia), groundsel tree (Baccharis
halimifolia), carolina jasmine (Gelsemium sempervirens), cat brier (Smilax rotundifolia), poison
ivy (Toxicodendron radicans), and pennywort (Centella asiatica).
The most excessive erosion is along .only 420' of the applicant's shoreline facing. the
Pasquotank River. Normal water level (NWL) is a maximum of 32' landward of the remnant
bulkhead along two sections of the eroding shoreline. Bulkheading along the remaining
property(s), while -old and showing signs of structural fatigue, have not failed.
,i
Located on the northern most point of the project site is a 100' wooden groin in need of repair.
The structural elements, such as the pilings and walers, are solid, with no sheathing.
Necessary repairs would require the installation of new vertical sheathing only.
The waters of the Pasquotank River along the project site are classified as SB, which are
primarily recreational and any use specified by the SC classification applies (including aquatic
Propagation, fishing, wildlife, secondary recreation and agriculture). The property is located in
an AE Flood Zone with an average elevation of 4' above NWL.

Miguel A. Velasco, Sr,
Field Investigation Report
Page 3
Development Proposal
The applicant, Miguel A. Velasco, Sr. requests a CAMA Major Permit to construct a
replacement bulkhead along 1,360' of shoreline along the Pasquotank River and a man-made
basin. The proposed development will include the construction of a new replacement bulkhead
a maximum of 34' waterward of NWL. Scalloped/eroded areas landward of the bulkhead along
the Pasquotank River are up to 32' deep measured from the old remnant bulkhead. Shallow
bottom fill resulting from the construction of a replacement bulkhead along 940' (2' waterward
of NWL) will be-1,880sf, the remaining fill will be along a -420' section of severely eroded
shoreline. The average alignment along the 420' is 12.6' waterward of NWL with 5,320sf
shallow water bottom fill. The proposed bulkhead will require a return wall at each end or that it
tie into the existing bulkhead. No work has been requested outside the applicant's property.
The total amount of requested shallow water bottom fill is 7,200sf. This would equal an
average alignment of 5.29' along the entire 1,360' of shoreline, and a maximum of 34' at the
deepest eroded pockets.
High ground disturbance associated with the construction of the replacement bulkhead will be
limited to 30' landward of the existing bulkhead. The estimated amount of high ground
fill/disturbance associated with the construction of the replacement bulkhead will be 42,127sf.
In addition, the shallow bottom fill and the high ground disturbance, it is estimated thatthere will
be approximately 500sf of non -coastal wetland fill.
Total impacts: 49,827sf and 1.14 acres (.978 acres of land disturbance)
The applicant would like to make repairs to the existing 1 00'wooden groin by installing wooden
vertical sheathing.
Construction on the site will involve typical heavy equipment used in the instillation of
bulkheads, such as a, backhoe/loader, bulldozed, skid steer and pump. All dirt fill material will
be brought in from a local commercial source and will be free of any pollutants.
Anticipated Impacts
1) Temporary increased turbidity during construction.
2) Loss of-7,200sf of shallow water bottom habitat from fill associated with the
construction of the replacement bulkhead.
3) Loss of 500sf of non -coastal wetlands consisting of common reed and salt meadow
hay.
4) Stabilization of the shoreline for future development of a residence.
Submitted by: Lynn W. Mathis
Date: January 19, 2016

MAJOR PERMIT FEE MATRIX
Applicant: M161)LL- A4scv � (z .
Selection
Development Type
Fee
DCM %
DWQ %
(14300 1601 4351000931625 6253)
(24300 1602 435100095 2341)
I. Private, non-commercial
development that does not
$250
100%($250)
0%($0)
involve the filling or
excavation of any wetlands
oro en water areas:
II. Public or commercial
Ej
development that does not
$400
100% ($400)
0%($0)
involve the filling or
excavation of any wetlands
or open water areas:
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non -
El
commercial development, if
$250
100% ($250)
0%($0)
General Water Quality
Certification No. 3490 (See
attached) can be applied:
III(B). Public or commercial
development, if General
$400
100%($400)
0%($0)
Water Quality Certification
No. 3490 (See attached)
can be a lied:
III(C). If General Water
Quality Certification No.
$400
60%($240)
40%($160)
3490 (see attached) could
be applied, but DCM staff
determ,{�etthat additional
review.arid°written DWQ
concurrence is needed
because of concerns
related to water quality or
a uatic life:
III(D). If General Water
Quality, Certification No.
$400
60%($240)
40%($160)
3490 (see attached) cannot
be applied:
IV. For development that.
involves the filling and/or
$475
60%($285)
40%($190)
excavation of more than
one acre of wetlands and/or
o en water areas:

PROJECT NARRATIVE JAN I I nis
CAMA MAJOR PERMIT - Lots 42 & 43 Pelican Pointe
Elizabeth City, Pasquotank County DMEC
January 6, 2016
LOCATION OF PROJECT:
The project is located within a mixture of undeveloped and residentially developed
properties. The subject property is located adjacent to the Coast Guard Base, located
adjacent to the Pasquotank River in Elizabeth City, Pasquotank County, North Carolina.
PROJECT DESCRIPTION:
The subject properties are comprised of two lots (42 &43) located in the Pelican Pointe
subdivision. This CAMA major application is being prepared for the replacement of
1,360 linear feet of a failing bulkhead and the repair of 100 linear feet of an existing
groin.
The project was previously permitted to Page Development, LLC on July 10, 2007 as
Permit # 160-03 and expired on December 31, 2010. The permitted work was never
started and property was foreclosed on until it was recently sold to Mr. Velasco.
The existing bulkhead has failed in a few locations and approximately 660 square feet
concrete rip -rap was placed along the shoreline to help stabilize some of these areas.
The existing rip -rap will remain in place and backfill will cover it during the final grading.
As a result of the failing bulkhead the shoreline eroded landward which will require 7,200
square feet (290 cubic yards) of backfill to be placed below the normal water level.
During the erosion process a small area (-500 sf) of wetlands was created landward of
the existing bulkhead and consists of a minor amount of salt meadow hay and common
reed. The North Carolina Division of Coastal, Management has determined that it not
Coastal Wetlands.
There is no upland development or impervious surfaces proposed for this project. The
construction and backfill of the proposed bulkhead will disturb 42,127 square feet of land
on the two lots.
DETAILS FOR PROJECT:
Existing structures within Public Trust Maters:
Woodbulkhead.............................................................. 1,360 In.ft.
Wood groin..................................:....................................
10 In
.ft.
rip-rap.................................................................-660 s.f.
Proposed structures within Public Trust Waters:
Vinyl bulkhead ........................................................... 1,360 In.ft.
Groin repair......................................................................100 InA.
Fill below NWL ........................................7,200 s.f. (290 cu.yds.)

ACME!-1 Raca lad
APPLICATION for ,AN I 1 20446,
Mider Development Perm
(last revised 92/27/06)
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Lots 42 & 43 Pelican Pointe
Applicant 1: First Name
Miguel
MI
A
Last Name
Velasco, SR.
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
601 N. Hughes Blvd
PO Box
City
Elizabeth City
State
NC
ZIP
27909
Country
IDSA
Phone No.
252 - 312 - 4500 ext.
FAX No.
-
Street Address (if different from above)
City
State
ZIP
Email
2. Agent/Contractor Information
Business Name
Atlantic Environmental Consultants, Llc
Agent/ Contractor 1: First Name
MI
Last Name
Doug
A.
Dorman
Agent/ Contractor 2: First Name
MI
Last Name
PO Box City State
Mailing Address
3266 Kitty Hawk NC
ZIP
Phone No. 1
Phone No. 2
27949
252 - 261 - 7707
ext.
252 - 599 - 2603 ext.
FAX No.
Contractor #
252 261 7707
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>

J -
Form DCM'MP-1 (Page 2 of 4)
APPLICATION for
JAVA .(I 20%ajor Development Permit
3. Project Location
fl��arli3`�
County (can be multiple)
Street Address
119,440 sf
State Rd. #
Paquotank County
320 Hamer Court
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
Subdivision Name
City
lawn grass (panicum spp.), loblolly pine (Pinus taeda), wax myrtle (Morella cerifera), Giant cordgrass ( Spartina
State
Zip
Pelican Pointe
Elizabeth
City
NC
27909-
7909-Phone
PhoneNo.
Lot No.(s) (if many, attach additional page with list)
252 - 312 -4500 ext.
42, 43, ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
6 67i.� N'
Kitty Hawk Bay
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
Paquotank River
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.
Pasquotank County
41. Site Descriptions
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
1,360 feet.
119,440 sf
C. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
68,835, 50,605,
NWL (normal water level)
(if many lot sizes, please attach additional page with a list)
4 feet avg ❑NHW or ®NWL
e. Vegetation on tract
lawn grass (panicum spp.), loblolly pine (Pinus taeda), wax myrtle (Morella cerifera), Giant cordgrass ( Spartina
cynosuroides).
f. Man-made features and uses now on tract
Existing failing bulkhead, wood groin and concrete rip -rap.
g. Identify and describe the existing land uses adiacent to the proposed project site.
Residential development.
h. How does local government zone the tract?
1. Is the proposed project consistent with the applicable zoning?
Residential
(Attach zoning compliance certificate, if applicable)
®Yes []No [INA
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 [INA
If yes, by whom? CAMA Major Permit #160-03
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?
<Form continues on next page>
t`1?W1V-,r,n q%z;).yt a 4n 4 age R'n a jit. n et

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 (1) or (ii) above, has a delineation been conducted? ❑Yes ®No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
On site convention eptic system.
Received
o. Describe existing drinking water supply source. ' - -'
, Pasquotank County public water supply
p. Describe existing stone water management or treatment systems.
None
5. AcVvides.and Impact
a. Will the project be for commercial, public, or private use? []Commercial ❑PubliclGovemment
®Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The exsting bulkhead is in disrepair and will be replaced to stabilize the shoreline. The groin needs new sheathing to
prevent the build up of sediment in the basin entrance.
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 bulkhead pilings and sheathing will be washing in with jet pump. A backhoe will be used for construction and backfill of
the bulkhead. All equipment for construction will be stored on site.
d. List all development activities you propose.
The construction of 1,360 linear feet of vinyl bulkhead and backfill. The sheathing on the 100' groin will be repaired and or
replaced.
e. Are the proposed activities maintenance of an existing project, new work, or both? both
f., What is the approximate total disturbed land area resulting from the proposed project? 42,127 ®Sq.Ft or ❑Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ❑Yes ®No [INA
that the public has established use of?
h. Describe location and type of existing and proposed discharges to waters of the state.
Existing surface runoff.
i. Will wastewater or stormwater be discharged into a wetland? ❑Yes ®No [INA
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 [INA
If yes, attach a mitigation proposal.
<Form continues on back>

Form DCVI MP -1 (Page 4 of 4)
APPLICATION for
Major Development Permit
6. Additionalliriforanation
In addition to this completed application form, (MP -4) the following items below, if applicable, must be submitted in order for the application
package to be complete. Items (a) —.(t) are always applicable to any major development application. Please consult the application
instruction booklet on how to property prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross-sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
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. V
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 Phillip Harrington_ Phone No. -
Address 314 Harrier Ct., Elizabeth City, NC 27909
Name All & Sultana Khan Phone No.
Address 94 Quail Run, Elizabeth City, NC 27909
Name See attachment for additional names. - 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.
CAMA Major Permit #160-03, Issued 07/10/07 ,11 ' j A ieaSal 61 lett It,--�
h. Signed consultant or agent authorization form, if applicable.
1. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner) riE�e�.
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. Cedification_ and Permission to Enter on Land
1: 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 1/6/16 Print Name Doug Dorman
Signature Imo°--, ,�z����.. Received
Please indicate application attachments pertaining to your proposed project. JAN 11 1015
®DCM MP -2 Excavation and Fill Information ❑DCM MP -5 Bridges and Culverts
❑DCM MP -3 UplandDevelopment DCM
®DCM MP -4 Structures Information
s`:

Form DCM MF -2
EXCAVATION and FILL
(Except for bridges and culverts)
Recdved
JAN 11 2016
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.
1 EXCAVA77ON 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.
c. (i) Does the area to be excavated include 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 ❑None
(ii) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
20 DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes []No [INA ❑Yes []No [INA
(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 f.
(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
(ii) Describe the purpose of disposal in these areas:
(i) Does the disposal include any area in the water?
❑Yes []No [INA
(ii) If yes, how much water area is affected?
252—a"^OS-2 908 ._ .-8884R',OAS ., »: 3,'ta-3�a.�:�.>�;;�.�.,53,�3'n. it�x3aa i ai .,au�Y c?�e;a� "a � 12126106
Access
Other
Channel
(NLW or
Canal
Boat Basin
Boat Ramp
Rock Groin
Rock
Breakwater
(excluding
shoreline
NWL)
stabilization
Length
Width
Avg. (Existing
NA
NA
Depth
Final Project
NA
NA
Depth
1 EXCAVA77ON 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.
c. (i) Does the area to be excavated include 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 ❑None
(ii) Describe the purpose of the excavation in these areas:
d. High -ground excavation in cubic yards.
20 DISPOSAL OF EXCAVATED MATERIAL ®This section not applicable
a. Location of disposal area. b. Dimensions of disposal area.
c. (i) Do you claim title to disposal area? d. (i) Will a disposal area be available for future maintenance?
❑Yes []No [INA ❑Yes []No [INA
(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 f.
(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
(ii) Describe the purpose of disposal in these areas:
(i) Does the disposal include any area in the water?
❑Yes []No [INA
(ii) If yes, how much water area is affected?
252—a"^OS-2 908 ._ .-8884R',OAS ., »: 3,'ta-3�a.�:�.>�;;�.�.,53,�3'n. it�x3aa i ai .,au�Y c?�e;a� "a � 12126106

y
�''�s+ma� i��3� �i���•�`--� �=�:��.�a��:���s9 ��� 1 a91, �'���' � �f �'
3. SHORELINE STABILIZATION ❑This section not applicable
(If development is a wood groin, use MP -4 — Structures)
a. Type of shoreline stabilization: b. Length: 1,360
®Bulkhead ❑Riprap ❑Breakwater/Sill ❑Other.
c. Average distance,waterward of NHW or NWL: 2 ft
e. Type of stabilization material:
Vinyl Bulkhead
g. Number of square feet of fill to be placed below water level.
Bulkhead backfill 7,200 Riprap
Breakwater/Sill Other
1. Source of fill material.
Local mine site.
Width: 1 ft
d. Maximum distance waterward of NHW or NWL: 34ft
f. (i) Has there been shoreline erosion during preceding 12
months?
®Yes ❑No [INA
(ii) If yes, state amount of erosion and source of erosion amount
information.
2 feet. Observed from aerial photos.
h. Type of fill material.
Clean sand Racal
�
JAS! 1 1 1096
DC -EC
4. OTHER FILL ACTIVITIES This section not applicable
(Excluding Shoreline Stabilization)
a. (i) Will fill material be brought to the site? ❑Yes ❑No [INA b. (i) Will fill material be placed in coastal wetlands/marsh (CW),
If yes, submerged aquatic vegetation (SAV), shell bottom (SB), or
other wetlands (WL)? If any boxes are checked, provide the
(ii) Amount of material to be placed in the water number of square feet affected.
(iii) Dimensions of fill area [_-]CW ❑SAV OSB
(iv) Purpose of fill OWL ❑None
(ii) Describe the purpose of the fill in these areas:
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)?
Back fill material will be dumped behind new bulkhead and seeded Back hoe and excavator
after final grading.
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.
1/6/16
Date
Lots 42&43 Pelican Pointe
Project Name
d. (i) Will wetlands be crossed in transporting equipment to project
site? ❑Yes ®No [INA
(ii) If yes, explain steps that will be taken to avoid or minimize
environmental impacts.
Authorized agent - Doug Dorman
Applicant Name
6pplicant E gnature G
r--V3SGJo 12126006

1. DOCKING FACILITYIMARINA. CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑PublictGovernment ❑Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
e. (i) Are Platforms included? []Yes ❑No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes []No
Note: Roofed areas aro calculated from dripline dimensions.
®This section not applicable
b. (i) Will the facility be open to the general public?
[]Yes []No
d. (i) Are Finger Piers included? []Yes ❑No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes []No
f. (1) Are Boatlifts included? []Yes []No
If yes:
(ii) Number
(iii) Length
(iv) Width
g. (i) Number of slips proposed h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ( wet slips") only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
L 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:
m. (i) Will the facility have tie pilings?
[]Yes []No
(ii) If yes number of be pilings?
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
I. (i) Will the facility be open to the general public?
[]Yes []No
`T- ei75sedi- 12127,106
5
Received
Dorm ®CM MP -4
JAN 112w
STRUCTURES
DMEC
(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 FACILITYIMARINA. CHARACTERISTICS
a. (i) Is the docking facility/marina:
❑Commercial ❑PublictGovernment ❑Private/Community
c. (i) Dock(s) and/or pier(s)
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes ❑No
e. (i) Are Platforms included? []Yes ❑No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes []No
Note: Roofed areas aro calculated from dripline dimensions.
®This section not applicable
b. (i) Will the facility be open to the general public?
[]Yes []No
d. (i) Are Finger Piers included? []Yes ❑No
If yes:
(ii) Number
(iii) Length
(iv) Width
(v) Floating ❑Yes []No
f. (1) Are Boatlifts included? []Yes []No
If yes:
(ii) Number
(iii) Length
(iv) Width
g. (i) Number of slips proposed h. Check all the types of services to be provided.
❑ Full service, including travel lift and/or rail, repair or
(ii) Number of slips existing maintenance service
❑ Dockage, fuel, and marine supplies
❑ Dockage ( wet slips") only, number of slips:
❑ Dry storage; number of boats:
❑ Boat ramp(s); number of boat ramps:
❑ Other, please describe:
L 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:
m. (i) Will the facility have tie pilings?
[]Yes []No
(ii) If yes number of be pilings?
j. Describe the typical boats to be served (e.g., open runabout,
charter boats, sail boats, mixed types).
I. (i) Will the facility be open to the general public?
[]Yes []No
`T- ei75sedi- 12127,106
5

• <i owr-51 DC5'et'u� A05 -F-4 Page .} w 4)
Y
Z DOCKING FACILITY/MARINA OPERATIONS ®This section not applicable
a. Check each. of the following sanitary facilities that will be included in the proposed project. Room d
❑ Office Toilets
❑ Toilets for patrons; Number: ; Location: JAN 11 7016
❑ Showers D MC
[IBoatholding 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.
1. 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?
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?
❑Yes []No

'3n -m °ockri Paige 3 a f / a
r
n. Is the marina/docking facility proposed within or adjacent to any shellfish harvesting area?j
❑Yes ❑No `� CM -E
o. Is the marina/docking facility 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
OWL ❑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 lesseholder(s), and give the proximity to the lease.
3. BOA tHOUSE (including covered lifts) ®This section not applicable
a. (i) Is the boathouse structure(s):
❑Commercial ❑Public/Govemment ❑Private/Community
(ii) Number
(iii) Length
(iv) Width
!Vote: Roofed areas are calculated from dripline dimensions.
4. GROIN (e.g., wood, sheetpile, etc. If a rock groin, use MP -2, Excavation and bill.) ❑This section not applicable
a. (i) Number 1
(ii) Length 109 0/1 e
(iii) Width 1'
5. BREAKWATER (e.g., wood, sheetpile, etc.) ®This section not applicable
S. Length
c. Maximum distance beyond NHW, NWL or wetlands
6. MOORING PILINGS and BUOYS
a. Is the structure(s):
❑Commercial ❑Public/Government ❑Private/Community
c. Distance to be placed beyond shoreline
(Vote: This should be measured from marsh edge, if present.
e. Arc of the swing None
7 GENERAL
b. Average distance from NHW, NWL, or wetlands
®This section not applicable
b• Number
d. Description of buoy (color, inscription, size, anchor, etc.)
���-����Y.ani+�� a� '�va+�b^=�ti%�3s,53:�� ." 1�J?^31��+�3`dL exrcl5'��as':Tc']';Be��l�'�":2dY'S_:yE� •3" ; ��'

Sam��YG ��]�jm�'�3' �3� S 6 i9�:--'cures, P age Sad of X
a. Proximity of structure(s) to adjacent riparian property lines
580' to the south (Kahn), 693' to the southwest (Harrington)
Note: For buoy or mooring piling, use arc of swing including length
of vessel.
c. Width of water body
1.5 miles
e.. (i) Will navigational aids be required as a result of the project?
[]Yes ®No [INA
(ii) If yes, explain what type and how they will be implemented.
b. Proximity of structure(s) to adjacent docking facilities.
930'
d. Water depth at waterward end of structure at NLW or NWL
5.0'
18. OTHER ❑This section not applicable
a. Give complete description:
116/16
Date
Lots 42&42 Pelican Pointe
Project Name
�Appli nt Name
Applicant Signature
Received
JAN 11 2016
E)"CM-EC
252-608-2 ,00 1=833-41 C8JAST .- ravisod- 121271016,

Bing Maps
fi bing maps
Notes
Miguel A. Velasco
320 & 322 Harrier Court
Elizabeth City, NC
Vacant lots in Pelican Pointe Subdivision
Page 1 of 1
http://www.bing.com/mapspreview?FORM=Z9LH2 1/19/2016
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141
Elizabeth Cml
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MOOT
RIVER..,.
R VERGLEN
ASBU LANE SUBDIVISION
�_fola% pit
PELICAN POINT
'0
SUBDIVISION
CANAL
0
-0
1RED
45
ELIZABETH CITY 4
COAST GUARD Off' x
STATION
WEEKSWLLE ROAD
Qu
VICINITY MAP
-245 L-,
,RIVER,-
NTS
­4VIX
EXIS
_41-x, -44 x- RIP RAP _10—BE-REPLACED—
(1-,360 •LINEAR-- FEET—),
lI�I�TS(402F, DISTURBANCE
127 SF) Z,,. -,,,�TING--WFTLANDS
-AGMITES' &--
-PHAR
-PATENS
LOT 42 ZPARTINA
68,835 sf
%
LOT '43
50,605 Sf
x -7X
4.
EXrSTlN_JG_:�._,.­,­
EGIN' BULKHEAD---
X-40-
LOT 44
NTL 4,y
I NIF
ATI & SULTMIKM
Q­KD
ENP—B L,H­ �A
LEGEND
x -2.5, EXISTING BULKHEAD TO BE REPLACED FIARRIE
EXISTING BULKHEAD TO BE REPLACED r r COURT
30' BUFFER LINE LOT 45
75' AEC LINE NSF
V
------ PROPOSED LIMITS OF DISTURBANCE (42,127 SF)
NORTH SHORE
I MLWA"PPTON�
INVESTMENTS, LLC
LOT 46
'C
71
LOT 41
LOT 47
N/F
SIEGFRIED MCHAELIS
LOT 40
LOT 39
SHEET 1 OF 2
PELICANPOINTE LOTS 42 8c 43
BULKHEAD REPLACEMENT
MIGUEL A. VELASCO, SR.
ELIZABETH CITY - PASQUOTANK COUNTY - NORTH CAROLINA
'hit.
GRAPHIC- SCALE 191 100,
DATE: 1/6/16 REVISED: FILE:, 15-000 DRAWN BY. -DOUG D

THIS CROSS SECTION IS TO BE USED FOR
PLANNING PURPOSES ONLY.
BULKHEAD CROSS SECTION
N.T.S.
Recoamed
JAN I 2016
D mmEc '
FIN
EXISTING GROIN SIDEVIEW SECTION
N.T.S.
EXISTING BUMEAD TO -
RE
O BE REOMOM I
BULKHEAD CROSS SEC'T'ION A -A
N.T.S.
BULKHEAD
SHEET 2 OF 2
PELICAN POINTE LOIS 42 & 43
BULKHEAD & GROIN DETAILS
MIGUELA A. VELASCO, SR.
ELIZABETH CITY - PASQUOTANK COUNTY - NORTH CAROLINA
GRAPHIC SCALE 1 = NTS
DATE: 1/6/16 REVISED: FILE: 15-000 DRAWN BY: DOUG D