20040337 Ver 2_CAMA Application_20150729

Pat McCrory
Governor
July 23, 2015
MEMORANDUM:
TO:
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MCDENR
North Carolina Department of Environment and Natural Resource
Karen Higgins
401 & Buffer, Permitting Unit
DWR /Water Quality Permitting
2050?
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Donald R van der Vaart
Secretary
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2 9 2015
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FROM: Doug Huggett, NC DENR -DCM Major Permits Coordinator
400 Commerce Avenue, Morehead City, NC 28557 Fax: 252 - 247 -3330
(Courier 11- 12 -09)
SUBJECT. CAMA / Dredge & Fill Permit Application Review
Applicant: Waters Edge HOA
Project Location: at the southern terminus of Great Oaks Dr., adjacent to the AIWIN, in Hampstead,
Pender County
Proposed Project: to dredge around two (2) existing docking facilites
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Douq Hu-ggett at the address above by August 15, 2015. If you have any
questions regarding the proposed project, contact Jason Dail at (910)796 -7221 when appropriate,
in -depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
N C Division of Coastal Management
127 Cardinal Drive Ext , Wilmington, NC 28405
Phone. 910 - 796 -72151 FAX 910 - 395 -3964 Internet: www nccoastalmanaaement. net
An Equal Opportunity 1 Affirmalive Action Employer

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
I. APPLICANT'S NAME: Waters Edge Homeowners Association C/o Mike Mac
2. LOCATION OF PROJECT SITE: Site is located at the southern terminus of Great Oaks Drive, in
Hampstead, Pender County.
Photo Index — 2006: 26 -6638, S -T 16 2000: 26- 336/A -D 8 -9, E 9 -11 1995: 26- 319/H -N 17-18,018 -19
State Plane Coordinates - X: 2392028 Y: 219169 GPS File: Q- 021720A
Lat:34 °20'39.35 "N Long: 77 042'02.30 "W
3. INVESTIGATION TYPE: CAMA/Dredge and Fill
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 4/20/15, 4/28/15 and 6/18/15
Was Applicant Present — Yes, No and No
5. PROCESSING PROCEDURE: Application Received — 7/10/15
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan— Pender County
Land Classification From LUP — Residential, Resource Protection and Conservation
(B) AEC(s) Involved: PT, EW
(C) Water Dependent: Yes
(D) Intended Use: Private
(E) Wastewater Treatment: Existing- Septic
Planned- N/A
(F) Type of Structures: Existing- Single family residences, bulkheads and 18 -slip docking facility.
Planned- Dredge around both waterway docking facilities.
(G) Estimated Annual Rate of Erosion: N/A
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) Vegetated Wetlands ( §404) II
II
(B) Non - Vegetated Wetlands (Open Water)
*Subject area contains Submerged 8,750 sq. ft.
Agautic Vegetation (SAV) habitat
(C) Other - Highground disturbance - 90,000 sq. ft.
(D) Total Area Disturbed: 98,750 sq. ft. (2.26 acres)
(E) Primary Nursery Area: No
(F) Water Classification: SA -ORW Open: Yes (adjacent AIWW — Mill Creek Closed)
8. PROJECT SUMMARY: The applicant proposes to dredge around the existing docking facilities located
along the AIWW.

Waters Edge Homeowners Association
Page 2
9. PROJECT DESCRIPTION
The project site is located at the southern end of Great Oak Drive in the Deerfield Subdivision in Hampstead,
Pender County. The new development, which is the subject of this permit application, surrounds the docking
facilities located within /adjacent to the AIWW (slips 1 -9).
To locate the project site from Wilmington, take US Hwy 17 north to Hampstead. Approximately 0.5 miles
south of the Hwy 210 and US Hwy 17 intersection turn right onto Headwaters Drive. Continue along
Headwaters Drive and take a left onto Overlook Drive. From there, take your next right onto Creekview Drive E
and continue until the road ends. At the terminus, turn right onto Great Oaks Drive and the property will be
located along the left hand side of the road at the very end.
Existing development on the property includes: single - family residences, bulkheads, subdivision infrastructure
and an eighteen slip community docking facility (consisting of four access pier and docks).
The property is fairly flat with average elevations of approximately 5 feet. The property consists of
approximately 19.95 acres with most of the tract having been cleared and developed. The periphery of the site
adjacent to the water is well vegetated. The wetland delineation shows that the majority of the wetlands on the
site are adjacent to Mill Creek and the Intracoastal waterway. Vegetation at the project site includes: a small
silviculture stand of Pine trees (Pinus sp.) in addition to this American Holly (Ilex opaca), Live Oak (Quercus
virginiana ), Sweet bay (Magnolia virginiana), Hickory (Carya sp.), Yaupon (Ilex vomitoria), Japanese
Honeysuckle (Lonicera japonica) and Cat briars (Smilax sp.). Along the coastal wetland border of the property
the vegetation includes more salt tolerant species such as: Saltmarsh Cordgrass (Spartina alterniflora), Black -
needle rush (Juncus roemeranus), Spike grass (Disticlus spicata) and Cat tails (Typha sp.). A Coastal
Wetland and a 404/401 Wetland delineation has been conducted for the property. The 404 Wetland line has
been approved by the US Army Corps of Engineers.
The waters adjacent to the project are classified "SA -ORW" by the Division of Water Quality. The area within
Mill Creek is designated as a Permanent Secondary Nursery Area by the Division of Marine Fisheries;
however, the waters bordering the AIWW are not (surrounding the existing AIWW docking facilities). The
waters of the AIWW are OPEN to the harvesting of shellfish.
Pender County's Land Use Plan (LUP) classifies the upland areas as limited transition and all other areas as
Conservation, however, the Land Use Plan includes all Areas of Environmental Concern (AEC) as well as the
404 wetlands in the Conservation class.
The subdivision has a history of CAMA/COE permitting that spans back to 2003 (CAMA permits). Specifically,
on May 27, 2003, a CAMA major development permit ( #68 -03) was issued to Jimmy's Island, LLC for the
development of a subdivision known as "Waters Edge at Deerfield ". The permit authorized development of a
subdivision to include only those land disturbing activities associated with establishment of the subdivision. In
addition, the permit authorized the installation of a bulkhead along the property's shoreline.
On May 25, 2004, the permit was modified (major permit modification) to allow for the construction of an
eighteen (18) slip docking facility, part of which was to be constructed along the headwaters of Mill Creek (slips
10 -18) and the remaining portion to be located within the AIWW (slips 1 -9). Based on information presented in
the major modification request, water depths surrounding the AIWW dock ranged from -1.91' to -3.92' relative
to NGVD `29. No calculations were provided to depict the water depths at either area based on "normal low
water ".
CAMA major permit No 68 -03 was again modified (minor permit modification) on December 21, 2004, to allow
for the filling of additional "404" type wetlands on one of the lots within the subdivision. This permit expired on
December 31, 2006.

Waters Edge Homeowners Association
Page 2
On September 8, 2008, Waters Edge Homeowners Association applied for a CAMA Major permit to perform
new dredging in the location of slips 5 -9. Slips 5 -9 are the northern most slips located along the AIWW, and
consist of an access pier, a "T- head" shaped platform and three (3) finger piers. At the time of submission,
water depths surrounding the docking facility ranged from approximately -0.5' to —1.5' at Normal Low Water
(NLW). According to the field investigation report prepared by Heather Coats (field representative for the
Division of Coastal Management) on September 11, 2008, Ms. Coats states: "Submerged aquatic vegetation
(SAV) is present within the boatslips and therefore dredging would impact SAV' and SAV habitat ". The
application was circulated and reviewed by numerous resource agencies and comments supporting the
planned development were unfavorable due to the project's impacts on SAV and SAV habitat. As a result, the
applicant withdrew the permit package and no further action was taken.
It should be noted SAV is still present and flourishing in /around the existing docking facilities located along the
AIWW. Existing conditions, as observed on April 28, 2015, by fisheries resource specialist Shane Staples and
DCM field staff, revealed that SAV encompasses the vast majority of the docking facility comprising slips 5 -9
and spotty vegetation exists around the docking facility comprising slips 1 -4. Although an actual SAV survey
has not been performed, a rudimentary sketch of where SAV is present is included in the application package.
This depiction was made possible by DCM /DMF staff, and was based on conditions as they existed on April
28, 2015 and June 18, 2015 (second visit by DCM staff).
The following describes the applicant's intent to further pursue new dredging in the area not only surrounding
slips 5 -9, but also from the area surrounding slips 1 -4.
PROPOSED PROJECT
According to the project narrative and application package, the applicant is proposing to perform new dredging
around the existing docking facilities located along the AIWW. As designed, a 50'(w) x 75'(1) x - 4.0'(d) cut
would be made along the southern dock comprising slips 1 -4 and a 50'(w) x 100'(1) x -4.0'(d) cut would be
made around the northern most dock comprising slips 5 -9. As stated in the application package, existing water
depths average -1.0' around each of the docking facilities, relative to normal low water (NLW). As proposed,
spoil material generated from the proposed project would be disposed of on the USACE's disposal island DA
203; however, as of today, no consent agreement has been provided to DCM (from neither the USACE nor the
applicant) allowing deposition of spoil material at this site, as it relates to this particular project. The area to be
excavated is primarily located within the footprint of Slips 1 -9; however, there is an overcut proposed that
extends beyond the footprint of the existing docks, primarily along the waterway side of the facilities. As
previously mentioned, final projects depth would increase the vertical water column in these areas from roughly
-1.0' to --4' at NLW, sloping towards the AIWW. As designed, approximately 971 cubic yards of material would
be excavated using a barge mounted excavator.
10. ANTICIPATED IMPACTS
The proposed excavation would disturb approximately 8,750 ft.' of shallow bottom area. In addition, dredging
activities would result in the removal of submerged aquatic vegetation (SAV) and impact SAV habitat. The high
ground disposal would result in approximately 90,000 square feet of land disturbance. The amount of actual
SAV and SAV habitat eliminated as a result of the project is unknown at this time.
Submitted by: Jason Dail Date: July 15, 2015 Office: Wilmington

Project Narrative
The permit is being requested to dredge out two areas used for boat docks by the Waters Edge
Homeowners Association. The goat is to restore the original depth of water- at the docks when
the marina area was original built (see figure 1.), under permit 58 -03. Two separate boat dock
areas are to be dredged (see figure 2.,), one with 4 boat slips (southernmost dock, photo 1) and
one with 5 boat slips (northernmost photo 2). The docks are attached to land through a pier
structure Approximately 3 ft. of material needs to be removed to restore the original depth of -
3 to -4 feet. Approximately 971 cu. yds. of material will need to be removed, 555 from the
northern dock, 416 from the southern dock, and placed in the state disposal site at Topsail
Creek.
Since the area has received depositional sediments creating shallower water depths,
submerged aquatic vegetation has colonized the northernmost end of the dock structure.
Some of this SAV would be destroyed in the dredging process. These depositional sediments
could be shoaling due to the lack of dredging by the Corps of Engineers non the ICWW.
RECEiVEID
DCM WILMINGTON, NC
JUL 1 0 2015

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,�•' N 10 y �' ! y y �9 1 aO QI sa. i �6 ,`°lSs s6. �h c 1y. ry may. gyp. y� 1 y6.
♦ / '�' l
1 t �� +� 4 i�/�••' t �• f 7 t S �` + + �� /'' t .� f + f f\ ` ' + r�
VOCK r-ACILITY 11A''
WA�i- ` S F, l2GF, A-r t? C-- r--pr- ir--1,t2
\I\ TOPSAIL TOWNSHIP PENDER COUNTY NORTH CAROLINA
SCALE: 1'a 60' MARCH 3, 2003
FOR
JIMMY' 5 I5LAMt2 INC
1904 BA5 WOM ROA0 - 5UITE 212
WILMINGTON, NG 2840'3
WV VAWnVAW911
RECEIVE
t �`,:1 V ILMINGTO: , NC
AI?NOI.n W. C.AI250N,1'LS 1'C ��
LJ NC col
pl•IONCr C 910 r"2 -9119 JUL 0 20 1 5
50' 6 pA1GC910) 77291?B I00' 400'
rm _

S3alW28'E 215.49'
rMyo.
z
WATERB EDGE AT DEERFIELD ,
MAP BOOK , PAGE _ z
r,
538ro9'o2°E I
I
MARSH.,.
N47*55'08'E
6.0w
N47'42'34'E ,
—1• _ _ PIER
I
I
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I
� I
+a
N
)4o/9 I
I
I
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►I
I , NOTES:
1. THIS MAP WAS NOT PREPARED FOR RECORDATION,
3s3 a1' CONVEYANCES, OR SALES PURPOSES.
2. .1 DOCK FACILITY DOES NOT EXCEED
1/4 OF THE WATER BODY WIDTH.
3
.3.JM ELEVATIONS ARE RELATIVE TO NGVD '29.—�
pFVAt10N I -rl-'►6f -I�CAi CV LRtPC �rci1
—2.0� m 3
h`� 9s. s $� ® M~ yA °� • ® ` ryry '�� a° e� yap ' h� pbh eY� `� 0& p'' °h .di 16 ryb.
+ ° +�' +p+ �\ + �d +� \�• +�jy +may + r + + ,. + �i'' + +
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TOPSAIL TOWNSHIP PENDER COUNTY NORTH CAROLINA
I\ SCALE: 1 °= s0' MARCH 34 2003
FOR
g ry h 1h
JIMMY' 15 15 -AW INC
/h`''h /19 ` 1904 r;A5TVVOOP ROM - SUITE 212
+ + + MMINaON, NC 2840
\ I 5xvtir87 Aw FRG°A� ova
� I'ic�L IMINAf2Y � � � I � � �
NOT r-O� W_COPVArlON
CONVrYAwC�5 OR � 1�v� �Aill MINGTGN, �
�Al 1~5 ('ul2f'o5B5. A1zNOW2 W. CNf 50N, M5 PC
\ 406 NOM IHRV 5f tr
\ n� JUL 1 0 2015
I� U rAxi (910) V24125 tar
- I

t"'I
COVERED
DECK
ELEVATION
7.0
I
"CR055 5f.CTION A"
G.O
- . - . , .. PER
RAMP
-10.0
5.0
4.0
I
4 FLOATING DOCK AND 50AT 5LIP5
\ 50'(MIN)
3.0
-1 2.0
lu
z
-2.0
I
- -9-
1.0
i
-15.
0.0
j
- 16.0
-1.O
I
Q
I
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-2.0
I°
- 118:0
C
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I
-7.0
-5.0
1
���'
SctrJ S�ro r z
-G.O
co
\
-9.0
-7.0
90'
-8.0
SCALE
A.I.W.W.
CHANNEL
I� I° i I Ig I
COVERED
DECK
ELEVATION
7.0 "CRO55 5ECTION 5"
6.0 PIER RAMP
5,0 `\ FLOATING DOCK AND BOAT 5LIP5
4 .0 !� I \ \' i� 80' (MIN) yl
3.0 - - - -- -- - - - -
2.0 I f
1.0
0.0
-10.0
I
-1 2.0
lu
z
-2.0
.a
- -9-
-14.0
I
13
-15.
j
- 16.0
I
Q
-5.0
I
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I°
- 118:0
C
-G.O
A.I.W.W.
CHANNEL
I� I° i I Ig I
COVERED
DECK
ELEVATION
7.0 "CRO55 5ECTION 5"
6.0 PIER RAMP
5,0 `\ FLOATING DOCK AND BOAT 5LIP5
4 .0 !� I \ \' i� 80' (MIN) yl
3.0 - - - -- -- - - - -
2.0 I f
1.0
0.0
�-_
-2.0
- -
- -9-
-•- .-.._
.....
-64.0
-5.0
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-7.0
I
-8.0
-9.0
-10.0
SCALE
- 1 1
HORIZ. 1 " -GO'
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VERT. 1 " -G'
►3
-12.0
-13.0
Q
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- 16.0
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-1 8.0
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pi2EL.IMINAI2Y
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31
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31
RECEIVEC75
JUL, i 0 2015
1�

a
S38'IS'26°E 21549' �/ NOTES:
_ o2°E 1 1, 71-YS !JA.P WAS NOT PREPARED FOR RECORDMIICNI.
CONVEYANCES, OR SALES PURPOSES.
2. PROPOSED DOCK FACILITY DOES NOT EXCEED
a r 1/4 OF THE WATER BODY WIDTH. $g
I I 3. ALL ELEVATIONS ARE RELATIVE TO NGVD '29.
aw
co
I
b
kph 9b �. 1ti� e0 h� ah e� e� hh Oti 1 ry�D c�'
I i �" + ♦1 + ♦ry ♦ + ♦ + ♦9 + ♦� + ♦, + ♦` ',y ♦�ti ♦�O '4r ♦O ♦h ♦ti ♦ry + + + + + +
V
WATERS EDGE AT DEERMELD + + +
b� I 1; .;
MAP BOOK , PAGE Z
`olt IMARSH I OPO EDa ` WA7
; RAM F �4, 3 e —A T" \ AMW
I � _ P� S ` . � °inn _ � :� a
N4 S3 f E �f7�ry i
y
N4T47J4°E ♦ ♦ ♦' ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ti ♦ i ' �
MN
_ } — MG
PROPOSED PIER , i 4' - �� OF WAY i
Rr9 DAY MARJtDt a
MARPM I , $ $1 %` Tay
vlo
0,® ?� g^ yh• `Lh a° 01h !yo ,�`°j y ?^ t1l �m� .y1h ,� !Lh '16 10 O9 b� ,�° 9 h
ARSH \ + + + P TING + + + + + + + \+ + + + + + + + +
COED
DECK 2
1
\ cp- \
�l RAC /
a � \
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I � pry. �O. ` ♦1 ♦ 1ti
+ +\ + t + + + + t
\ I 4 MUCK FACILITY ''A"
Fm
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1 1 TOPSAIL TOCMtSH!P PENDER C"7Y NOM CAROLINA
J / \ SCALE: 1 BO' MARCH A 2003
PIZ-
®�9ioeaeaevBe ®BOIL p�
Z� CAp,0 �si,JIMMY' S 15 -ANP INC ;
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