20061327 Ver 4_More Info Received - Email_20170519

Strickland, Bev
From: Dana Lutheran <[e-mail]>
Sent: Friday, May 19, 2017 9:45 AM
To: 'Crumbley, Tyler A CIV USARMY CESAW (US)'
Cc: Coats, Heather; Mairs, Robb L; Spears, Courtney
Subject: RE: [Non-DoD Source] FW: SAW-2012-00086_CARLISLE_HuntersApts_8400 River Rd
Attachments: Response to USACE RFAI 5-19-17 Final.pdf
Good Friday morning, Tyler.
Please find attached the response to your RFAI for this project.
As always, if you have any questions or concerns, feel free to call me directly at 910.228.1841.
Hope you have a great day!
Dana
Dana A. Lutheran
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
Office 910.452.2711
Mobile [phone]
-----Original Message -----
From: Crumbley, Tyler A CIV USARMY CESAW (US)
[mailto:[e-mail]]
Sent: Wednesday, April 19, 2017 8:18 AM
To: Dana Lutheran
Cc: Coats, Heather; Mairs, Robb L; Spears, Courtney
Subject: RE: [Non-DoD Source] FW: SAW- 2012-00086_CAR LIS LE_HuntersApts_8400
River Rd
Well I apologize for that. In #4, the word "the" should be an "a". Most
other docking facility applications (much smaller than this one) provide a
cross-sectional drawing.
Thanks for catching that.
-Tyler
-----Original Message -----
From: Dana Lutheran [mailto:[e-mail]]
Sent: Tuesday, April 18, 2017 3:52 PM
1

To: Crumbley, Tyler A CIV USARMY CESAW (US)
<[e-mail]>
Subject: [Non-DoD Source] FW: SAW- 2012-00086_CAR LIS LE_HuntersApts_8400 River
Rd
Hello, Tyler.
Regarding #4 on the attached RFAI, specifically to include updated water
depths on the cross sectional drawing for the newly proposed location of the
docking facility, we didn't provide a cross section drawing for the marina
facility.
Dana A. Lutheran
Southern Environmental Group, Inc.
5315 South College Road, Suite E
Wilmington, NC 28412
Office 910.452.2711
Mobile [phone]
-----Original Message -----
From: Spencer, Thekla M CIV USARMY CESAW (US)
[mailto:[e-mail]]
Sent: Monday, April 17, 2017 7:27 AM
To: Dana Lutheran; [e-mail]; [e-mail];
[e-mail]
Subject: SAW- 2012-00086_CAR LIS LE_HuntersApts_8400 River Rd
Per Tyler Crum bley. Have a great day!
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,southern Environmental Group, Inc.
5 51 5 joutk ColLgg Road, juite r . Wilmington, North Carolina 2841 2
y10-1-52-271 1 rax: S10.452.2899 - [e-mail]
www.sevgi.us
19 May 2017
Electronic Mail
US Army Corps of Engineers
Attn: Mr. Tyler Crumbley
CAMA Field Officer
69 Darlington Avenue
Wilmington, NC 28403
Tyler. crumbley@usace. army. mil
Re: Watermark Landing Subdivision
Response to Request for Additional Information (RFAI)
SAW -2012-00086
Dear Tyler,
[SEGi Project #: 06-020.01]
Southern Environmental Group, Inc. (SEGi) is in receipt of your 14 April 2017 request for addition information
(RFAI), which pertains to Hunter's Apartments, LLC's, herein referred to as the "Permittee", request to modify
CAMA Major Permit #64-08. This letter serves as a response to that RFAI. Please find your comments (bold font)
followed by our response below and on the following pages:
1. The application provides a table of previous regulatory actions on the property including a previous
DA authorization for use of NWP 14 and NWP 33 issued on June 9, 2008 under the file number
SAW -2001-01253-065. As described in your application table, the impacts authorized consisted of
0.0359 acre of permanent fill to riparian wetlands for constructing two road crossings. The applica-
tion also states that the 0.0359 acre of wetland fill has been completed. However, the required mitiga-
tion for this fill appears to be only partially completed. Special Condition #2 of the attached permit
authorization requires the permittee to execute and record in the New Hanover County Register of
Deeds, a Conservation Declaration/Restrictive Covenants for maintaining the remaining 49.25 acres
of wetlands as preservation areas. Please provide documentation regarding the recordation of the
required Conservation document. Also please provide a methodology, such as deed notifications, to
ensure that lot buyers/owners are aware of the restrictions set forth in the Conservation Declaration.
We understand that Special Condition #2 has not yet been fulfilled. However, per the DA authorization you
referenced, "recordation is to take place prior to the conveyance of any lots and submitted to the USACE
within 15 days of recordation." At this time, no lots have been conveyed. Thus, technically, non-
compliance of Special Condition #2 has not occurred.
At this time, Hunters Apartments, LLC is requesting to remove Special Condition #2 as a requirement of
the permit. Based on the fact that the previous Permittee offset the authorized 0.0359 -acre of riparian
wetland fill with 0.38 -acre of riparian wetland restoration credit, a 10.6 to 1 mitigation to impact ratio,
which is 5 times more than the USACE's standard 2:1 ratio, the previously authorized fill work did not
result in a net loss of riparian wetland function, and therefore, those impacts have been sufficiently
mitigated.
While the previous permittee may have entered into an agreement with the USACE to place the remaining
49.25 -acres of wetland into preservation, this preservation was not part of the compensatory mitigation
proposal. The current permittee believes this is an unnecessary and burdensome encumbrance on the
1

Watermark CAMA Major Permit Mod — Response to USACE RFAI 3 F C, i
property. Additionally, it has been SEGi's experience that preservation is not recommended by the
USACE any longer, as it is difficult to enforce, once the lots have been conveyed. Therefore, the Permittee
and SEGi believe that recordation of deed notifications are adequate to ensure that unauthorized work
within waters of the US (WOTUS) does not occur after construction has been completed and lots have
been sold. The Applicant proposes to record the attached deed notification language (see Attachment 1) for
those lots that contain WOTUS (i.e. 5-24 and 39-50) and prior to the conveyance of any lot, at the New
Hanover County Register of Deeds. Copies of the recorded deed notifications will be submitted to the
USACE within 15 days of recordation.
2. The previous authorizations for this development allowed for the development of the upland por-
tions of the tract with minimal impacts to waters of the US. The proposal to impact additional wet-
lands for stormwater management, sidewalk installation, causeway installation, and house pad fill
appear to be avoidable. Additionally, the proposed impacts from the road crossing, the pump station,
the earthen causeway, and the lot fill appear to be located in wetlands that should be under the re-
quired Conservation Declaration. NWP General Condition 23(a) states "the activity must be de-
signed and constructed to avoid and minimize adverse effects, both temporary and permanent, to
waters of the United States (WOUS) to the maximum extent practicable at the project site". Please
describe the feasibility of other site plans that would further minimize the impact of your project on
aquatic resources. This includes additional information regarding avoiding wetland impacts (e.g.
further reviewing the use of bridges over wetland areas and/or alternate road configurations to fur-
ther avoid wetlands), removing lots (Lot 24 for example), reducing the size of the associated infra-
structure, and/or reconfiguring the location of the proposed infrastructure (e.g., alternate storm -
water or pumping facility locations) to avoid aquatic resource impacts. A discussion of construction
BMPs should also be included, including measures to conduct the work "in -the -dry".
Since the original permit was issued, the property has gone into foreclosure and then purchased from the
bank, by the Permittee. Once the Permittee began investigating the approved site plan, it was discovered
that the stormwater management measures were not sufficient to perform as intended and the lift station
was undersized. That created the need to redesign the site, which created the need to impact additional
WOTUS.
Proposed Impacts:
Road Crossings — Review of the previously permitted wetland impact map revealed an impact to Section
404, at the intersection of Scotia Run and Lanyards End, was overlooked. The impact would have been
necessary for the installation of the water line and retaining wall. With the new site plan, the impact will
also include a sidewalk, as required by the New Hanover County.
Pump Station — With the revision of the site plan and stormwater management plan, an underground infil-
tration basin was incorporated into the plan. This created the need to expand the pump station area and im-
pact Section 404 wetlands, in the area of the pump station.
Earthen Causeway — The Permittee has decided to utilize a bridge to access the four upland lots, avoiding
the WOTUS and coastal wetland impacts in this area. The site plan has been revised to reflect this change
(see Attachment 2).
Lot Fill — The previously proposed 1800 square feet structure would not have been able to be built on Lot
24, without impacts to Section 404 wetlands. This impact was overlooked during the original submittal and
subsequent authorizations. The Applicant has reduced the building footprint for this structure to 1500
square feet, but impacts are still necessary. This permit request accounts for the impact.
The following table summarizes the revised proposed wetland impacts for the project:
2(5/19/17)

Watermark CAMA Major Permit Mod — Response to USACE RFAI 3 F C, i
Impact ID
404 Wetland Impact Area (SF/AC)
Purpose
404-1
494 SF 10.01
Lot Fill
404-2
981 SF / 0.02
Pump Station
404-3
847 SF / 0.02
Road Crossing
Total
2322 SF / 0.05 AC
The elimination of the earthen causeway, the Applicant has reduced impacts to Section 404 wetlands by
1482 SF (0.03 AC) and avoided the coastal wetlands impacts (i.e. 1048 SF / 0.024 AC). SEGi and Appli-
cant believe the proposed wetland impacts are justifiably necessary to facilitate the completion of the pro-
ject and that the proposed plan is the least environmentally damaging, practicable alternative.
3. Once it has been demonstrated that avoidance and minimization measures have been implemented
to the maximum extent practicable, an appropriate compensatory mitigation plan will be required to
fully offset any unavoidable impacts to waters of the United States in accordance with 33 CFR 332 -
Compensatory Mitigation for Losses of Aquatic Resources. The mitigation plan must contain the el-
ements described at 33 CFR 332.4(c)(2) through (c)(14). This office has record of the previous Ripar-
ian Wetland credit purchase from NC DMS (formerly NCEEP). The purchase of those credits, com-
bined with the preservation of the remaining wetlands, was to compensate for the loss of wetlands
associated with impacts that have occurred. The application, as submitted, fails to adequately pro-
vide offset for additional permanent loss of wetlands. Please revise the mitigation proposal accord-
ingly.
Unlike Special Condition #1 of the NWP, which begins with "In order to compensate for impacts to 0.0359
acres of riparian wetlands...", Special Condition #2 does not specifically state that the preservation was to
compensate for the loss of wetlands. Therefore, SEGi contends that the preservation mechanism was not
intended to offset impact to WOTUS. As discussed in the response to item #1, compensatory mitigation for
the impact of 0.0359 -acre of riparian wetlands was fulfilled through payment, for 0.38 -acre of riparian wet-
land restoration credit, which is more than sufficient to ensure a no net loss of wetland function took place
as a result of the past discharge of fill material into wetlands.
Additionally, the Applicant intends to restore the 279 SF (0.006 AC) of WOTUS and 444 SF (0.01 AC) of
coastal wetlands by removing the existing soil road and culvert that are within the footprint of the proposed
bridge. This area will be restored back to its original grade and contour, seeded with a wetland seed mix
and allowed to re -vegetate naturally. Monitoring should not be necessary due to the location of the wetland
feature to be restored. Please see Attachment 2 for details of the wetland restoration area.
The proposed restoration of 0.006 AC of WOTUS and 444 SF of coastal wetlands, in conjunction with the
previously fulfilled purchase of 0.38 AC of riparian wetland restoration credit, the deed notifications and
the minimal amount of impacts to WOTUS that are being proposed with this site plan, as well as those that
have taken place, for a cumulative total of 0.086 AC, the Permittee and SEGi believe the proposed mitiga-
tion plan is sufficient to ensure that there is a no net loss of wetland function taking place, as a result of this
single and complete project.
4. Please provide updated water depths on the cross sectional drawing for the newly proposed location
of the docking facility and also provide information regarding the current and potential future need
for dredging based on the location and the type of vessels that would utilize the facility.
A cross sectional drawing that denotes the water depth has been incorporated into the site plan (see
Attachment 2). The marina structure would be located in an area where water depths average 4.31 feet
(51.72"), at mean low water. The proposed marina has been designed to accommodate vessels with lengths
from 17' to 45'. A 45', Formula Power Cruiser drafts 39" of water. Currently there is adequate water depth
3 (5/19/17)

Watermark CAMA Major Permit Mod — Response to USACE RFAI 5F C3i
to support this type of vessel. Unfortunately, SEGi is unable to predict if deposition of sediment will create
the need for dredging in the future. Should the need arise, a permit from the appropriate federal and state
agencies will be sought.
It is SEGi's hope that the information found within and attached to this correspondence is sufficient to address the
USACE's request for additional information. However, should you have questions or concerns regarding the
presented information, please feel free to contact me at 910.228.1841.
Thank you, for your time and assistance with this project.
Sincerely,
Dana A. Lutheran
SEGi Regulatory Specialist
cc: Ms. Karen Higgins — NC DWR 401 and Buffer Unit Raleigh
Mr. Robb Mairs — NC DWR 401 and Buffer Unit WiRO
Ms. Heather Coats — NC DCM WiRO
Enclosures: Attachment 1 — Sample Deed Notification
Attachment 2 — Watermark Subdivision Wetland Impact Map, Marina Plan and Profile Drawings
(Revised)
4(5/19/17)

Watermark CAMA Major Permit Mod — Response to USACE RFAI 3 F C, i
Attachment 1
Sample Deed Notification
5 (5/19/17)

COMPLIANCE WITH WETLAND & BUFFER REGULATIONS
The following DEED NOTIFICATION shall be recorded in the
conveyance of the
property, referred
and prepared by
to as
County Registry prior to the
on the attached plan entitled
and dated
"A portion of this lot, as determined by the Wilmington District US Army Corps of Engineers (USACE) under Action
ID# , contains waters of the U.S., including wetlands, which are subject to the permit
requirements of Section 404 of the Clean Water Act (33 USC 1344). Any placement of dredged or fill material within
these waters without Department of Army authorization may constitute a violation of Section 301 of the Clean Water
Act (33 USC 1311). Prior to any work within the jurisdictional areas, please contact the U. S. Army Corps of
Engineers, Wilmington District Regulatory Division, Wilmington, North Carolina. This covenant is to run with the
land and shall be binding on all Parties and all persons claiming under them."
Signature
Owner's Name:
Address:
City, State, Zip Code:
Phone Number:
STATE of North Carolina
County
I, , a Notary Public of the State of North Carolina,
County, hereby certify that owner personally appeared before me this day and executed by above certification.
Witness my hand notorial seal, this day of , 20
Notary Public
My commission expires:

Watermark CAMA Major Permit Mod — Response to USACE RFAI 3 F C, i
Attachment 2
Watermark Subdivision Site Plan & Profile Drawings
(Revised 5-19-17)
6(5/19/17)

MATCHLINE - SEE THIS SHEET
PROPOSED COMMUNITY 1
DOCK 4 , � _ _ - - -
DOCK 5 FIXED PIER BOATING FACILITY
(25) - 45' X 12' BOAT SLIPS WITH LIFTS \ -'-4
- 4 NORMAL HIGFI/ - - -
334'
(25) - 35' X 12' BOAT SLIPS WITH \ __3_ - - � - - �' -_2_ - --3— - --
L0 -
d -
L0
78' �� LIFTS \ __a— - WATER -LI NE-fS
78' - `- - ' PROPERTY LINA
s\ 10 78 �,3 iIf _ -o - - o \ -2-
It \
°"00- ----5- °25° 26 / CAPE FEAR -- / /
8 ° °11 ° ° DOCK °41° °42, DOCK 6 / c / / // / -
7° 12 °24 °27 2 \6 // ----- RIVER (SC)/
DOCK 3 ° 23 , °40° °43°--3�
°
6. °13 ° ° °2 45 °39° °44 - - _ \ ,,Z' ` - - —*04 WETLAND- LINE - - --2— - - i / f i / \ \ \ GOLF CART
5
° ° ° 35 °22° \�5_-----------6—
"PARKING
29
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°21° 30 \ \• \ �\ �� -�375 -o- \
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TRANSIENT
PLATFORM -
"A"
J
I �
/
60' \ \ 0 —5 60' 120'
NORMAL HIGH
- WATER LINE IS SCALE: 1"=60' (Horiz.)
-PROP_ERTY LINE
-3 \--CAP-E FEAR
—
— —3, — — --4
°17° �\ °18° °33° 4s— ` \ 5 ° °48°
34, X49° /� COASTAL � \ 5 //� / \ ��-- � ' -3----------3----
34' 34 s - F // \ / WETLAN[ LINE ,,�-
50 — /// / �/ I 7` 7 \ / / ` / W Z
sf-- TRAN/ l /l 4 Lij
40' 40�S_ \ /J -00 PLATFgRM
264' 8 .B•PROPOSED
up�, w` cn \
- \
ELEVATED =
- --5— - - /%/ / \, - / BOARD WALK
MATCHLINE -SEE THIS SHEET & W-3
� PROPOSED ELEVATED
BOARD WALK V
Impact ID
Wetland Impact Area (SF/AC)
Purpose
404-1
494 SF / 0.011 AC
Lot Fill
404-2
981 SF / 0.02 AC
Pump Station Site
404-3
847 SF / 0.019 AC
Road Crossing
TOTAL
2,322 SF / 0.0533 AC
404 Wetland, Salt Marsh
Development Area
BUA (sf) Purpose
Subdivision
175,750 See Sheet W-1
Houses & Driveways
5,370 See Sheet W-4
Total
181,120
LEGEND-
LineType
Classification
B
Upland
3/7/17
Coastal Wetland Line
REVISED PER USACE RFAI COMMENTS
5/15/17
75' COD Setback Zone
����� �r��♦sem �.►♦ ��♦♦♦���
75' COD Setback
Normal High Water Line
W W W
404 Wetland, Salt Marsh
404 Wetland Line
Mulch path
I"
Sidewalk
SEESHEETSHEET W-2
TING
... ���0♦ .!�%•,,.� 13LOCK WALL
If
/ / / OPEN �` ` I yf
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N
U,
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C S
PROP SED
COASTAL
/ / — PACT 4�4-1
/ / / i //// // / WETLAND LINE 494 SF-,�
0.0113 AC ' I '1
E SHEET W-2 PROPOSED
/ \ 4 IMPACT 404-2 EXISTING
V 981 SF
ti'/ /3� 1 / 'v' �, 0.02eAC BLOCK WALL
/� � SEE SHEET W-2
404 WETLAND LINE
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I I '
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/ �N1LTRATION/// �\ \ �\ EXISTING
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ELEVATED\
EXISTING I / I % BOARD WALK
r
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404 WETLAND LINE
UNDERGROUNDP&L
J_' �( 3 —------- PROPOSED INFILTF�ATION
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\ 1
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INV -1.91'
---�-_ I
No. Revision
Date
B
1 REVISED PER DCM COMMENTS
3/7/17
MNH
REVISED PER USACE RFAI COMMENTS
5/15/17
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ELEVATED\
EXISTING I / I % BOARD WALK
r
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404 WETLAND LINE
UNDERGROUNDP&L
J_' �( 3 —------- PROPOSED INFILTF�ATION
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\ I
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\ 1
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INV -1.91'
---�-_ I
No. Revision
Date
B
1 REVISED PER DCM COMMENTS
3/7/17
MNH
REVISED PER USACE RFAI COMMENTS
5/15/17
MNH
Designer
MNH
Scale
AS SHOWN
Drawn By
Date
MNH
MAY, 2016
Checked By
Job No.
MNH
;
MULCH PATH
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NEW HANOVER COUNTY
WATERMARK LANDING
NORTH CAROLINA
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HUNTERS APARTMENTS, LLC
6025 TARI N ROAD
WILMINGTON, NC 28409
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
i w
PROPOSE '\ >�
IXACT 404—f
847 SF
0.019 AC
SEE SHEET W-2
r
,
PROPOSED -
BLOCK WALL
I \
PROPOSED
\BLOCK WALL
UNDERGROUND
INFILTRATION
BASIN, �-
404 WETLAND LINE
M
— , — — 4;—
4—;— /
FO FO — F(5— EO -M --F_0 _ _ FO _-
0 PRELIMINARY DE1CTr--*T--N-10T
Jr-.E—.46EPOR CONSTRUCTION
WETLAND IMPACTS -MODIFICATION
TO CAMA MAJOR PERMIT
Sheet No.
W-1

24
22
20
18
16
14
12
10
8
6
4
2
0
-2
-4
-6
-8
n
10+00 10+50
16
14
12
10
8
6
4
2
0
—2
DATUM ELEV
-4.00
hj
11+00 11+50 12+00
EXISTING GRADE
PROPOSED GRADE
12+50 13+00 13+50 14+00 14+50 15+00
SCOTIA RUN PLAN/PROFILE
BOTT&T OF
WALKWAY, TO BE
mm
Willi. 1 m 0 1 If
®::1�1■�OPEN SLATTED,
AND MIN. 3' ABOVE
SUBSTRATE
STING SURFACE
ao 'N'*"
'IN,
N N N N
16
14
12
10
8
6
4
2
0
—2
—4
SECTION A - A 1 if = 40'H
ELEVATED BOARDWALK 1 " = 4'V
CROSSING WETLANDS
14
12
COMPACTED
FILL FOR 10
ROAD
PROPOSED 8
WATER MAIN
PROPOSED 6
SEWER MAIN
EXISTING 4
WETLANDS
2
0
—2
15+50 16+00
1"=50'H
1"=5'V
TOP OF WALL
ELEV 10.0
mmm_mm
Revision
Date
B
IGH POINT ELEV =
10.45
''►� 1i
C�m�
ifw i ■I
Kim ■1
— m
m
■1
REVISED PER USACE RFAI COMMENTS
5/15/17
MNH
i
HIG7H POINT ST = 12+88.9
LOW
POIN ELEV =
8.89
PVI STA 12+98.49
PVI ELEV In
7711
LOW POINT
PVI
STA - 16+08.1-3-
K = 50.8
A.D. = 1.44
K == 139.3
200' VC
200' VC
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PROPOSED GRADE
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16
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12
10
8
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SECTION A - A 1 if = 40'H
ELEVATED BOARDWALK 1 " = 4'V
CROSSING WETLANDS
14
12
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FILL FOR 10
ROAD
PROPOSED 8
WATER MAIN
PROPOSED 6
SEWER MAIN
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2
0
—2
15+50 16+00
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1"=5'V
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mmm_mm
Revision
Date
B
1
REVISED PER DCM COMMENTS
''►� 1i
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— m
m
■1
REVISED PER USACE RFAI COMMENTS
5/15/17
MNH
i
0+00 0+50
24
22
20
18
16
14
12
10
8
6
4
2
0
-2
-4
-6
-8
16+50 17+00 17+50 18+00 18+50
14
12
10
8 PROPOSED
BOARDWALK
MINIMUM 3' ABOVE
6 SUBSTRATE
4
2
0
EXISTING DIRT ROAD
—2
H
SECTION B -B
EXISTING
WETLANDS
-1 A
-1 A
0+00 0+50
COMPACTED
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RESIDENTIAL
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SECTION C -C
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FILL FOR
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-1 A
0+00 0+50
SECTION D -D
14
12
10
8
6
4
2
0
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1;
1(
EXISTING
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I
-1 A
0+00 0+50
SECTION E -E
COMPACTED
FILL FOR
ROAD
I PRELIMINARY DESIGN -NOT RELEASED FOR CONSTRUCTION I
No.
Revision
Date
B
1
REVISED PER DCM COMMENTS
3/7/17
MNH
2
REVISED PER USACE RFAI COMMENTS
5/15/17
MNH
Designer
MNH
Scale
AS SHOWN
Drawn By
Date
MNH
MAY, 2016
Checked By
Job No.
MNH
WATERMARK LANDING
NEW HANOVER COUNTY
NORTH CAROLINA
HUNTERS APARTMENTS, LLC
6025 TARI N ROAD
WILMINGTON, NC 28409
PORT CITY CONSULTING
ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
910-599-1744 LICENSE No. P-1032
CROSS SECTIONS - MODIFICATION
TO THE CAMA MAJOR PERMIT
Sheet No.
W-2

PROPOSED COMMUNITY
DOCK 4 FIXED PIER BOATING FACILITY
DOCK 5(25) — 45' X 12' BOAT SLIPS WITH LIFTS
(25) — 35' X 12' BOAT SLIPS WITH LIFTS
D 334'
78 [�' n
78 --� I� 78f
t° 9 °
ca 8°
7
DOCK 3 °
d°6°
L ° 5°
TRANSIENT
PLATFORM
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-- -
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12
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22
14 45'
F-° 80
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16
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19
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Revision I Date I By 111 Designer I Scale
By I lob No.
404 WETLAND LINE /
WATERMARK LANDING
MARINA PLAN
ATTACHMENT 2
34
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SCALE: 1"=30'--(Kor_iz.)_
L1='PRELIMINARY DESIGN ,;NOT
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HUNTERS APARTMENTS, LLC
PORT CITY CONSULTING ENGINEERS, PLLC
SNetN°.
6025 TARIN ROAD
6216 STONEBRIDGE ROAD
WILMINGTON, NC 28409
WILMINGTON, NC 28409
W-3
910-599-1744 LICENSE No. P-1032

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No. Revision Date By
, REVISED PER USACE RFII CUMMEN,S 51517 MNH
Designer
MNH
Scale
,•_50'
WATERMARK LANDING
HUNTERS APARTMENTS, LLC
PORT CITY CONSULTING ENGINEERS, PLLC
Drawn By
Date
MARINA PLAN
6025 TARIN ROAD
6216 STONEBRIDGE ROAD
Sheet Nn.
Checked By
MNH
ei,ai,e
job No.
SECTION A -A
WILMINGTON, NC 28409
WILMINGTON NC 28409
'
W-3.1
910-599-1744 LICENSE No. P-1032
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18
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8/10/76
18
Checked By
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16 MMMMMMI16
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SECTION PROFILE
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0+50
1+00 1+50
2+00
2+50 3+00 3+50
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"=5'
1 (VERT.)
W
IZ
No. Revision Date By
I REVISED PER USGCE RFN COMMENTS 5/15/17
Designer Scale
WATERMARK LANDING
HUNTERS APARTMENTS, LLC
PORT CITY CONSULTING ENGINEERS, PLLC
Drawn By
Date
MARINA PLAN
6025 TARIN ROAD
6216 STONEBRIDGE ROAD
Sheet No.
SECTION 13-13
WILMINGTON, NC 28409
WILMINGTON, NC 28409
W-3.2
910-599-1744 LICENSE No. P-1032
YNH
YNH
1'50'
MNH
8/10/76
Checked By
Job No.

O
p
YNH
1'50'
MNH
8/10/76
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Checked By
Job No.
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14
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1 "=5' (VERT.)
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2+00
2+50
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No. Revision Date By
I REVISED PER USGCE RFN COMMENTS 5/15/17
Designer Scale
WATERMARK LANDING
HUNTERS APARTMENTS, LLC
PORT CITY CONSULTING ENGINEERS, PLLC
Drawn By
Date
MARINA PLAN
6025 TARIN ROAD
6216 STONEBRIDGE ROAD
Sh.dM.
SECTION C-C
WILMINGTON, NC 28409
WILMINGTON, NC 28409
-3.3
910-599-1744 LICENSE No. P-1032
O
p
YNH
1'50'
MNH
8/10/76
Checked By
Job No.
ME N LO WATER ELEV -0. 1 FT
ul
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PILI GS FOR
BO T DOCK
XISTIN RIVER
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YNH
1'50'
MNH
8/10/76
Checked By
Job No.

-/`W z
200' 0 100' 200' -
SCALE: 1"=100' (Horiz.)
2,122 SF
HOUSE
CAPE FEAR
DECK RIVER (SC)
VCK
DMEK
2, SF
HOUSE
TOTAL BUA FOR HOUSES &
DRIVEWAY ON THE
WATERMARK LANDING
PROPERTY = 5,370 SF
CAPE FEAR
RIVER (SC)
PROPERTY
DEC t -'
LINE'`
' <
, < 1 1 •
`--`--�'- ----'—�____
\` } /i\\ �,l'.� CAPE FEAR ---f % r — _+`•
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SCALE: 1"-200' (Horiz.)•-
ql;
------
I _
-----------------
- - - - - - - - - - - - -
-
I
_.—
PRELIMINARY DESIGN - NOT RELEASED FOR CONSTRUCTION
Revision Date By Designer Scale 3
t DC17 MNH WATERMARK LANDING
DellCUMMEMS MNH � SI,UNN HUNTERS APARTMENTS, LLC
USACE RFPI MOMS 51517 MNH WETLAND IMPACTS - MODIFICATION
Drawn By Date 6025 TARI N ROAD
2,22,17 TO CAMA MAJOR PERMIT
Checked By MNH job No.
ADDENDUM to ATTACHMENT 2 WILMINGTON, NC 28409
a• DDM! t ' . •q DIM D
'w
Jt A
1
PORT CITY CONSULTING ENGINEERS, PLLC
6216 STONEBRIDGE ROAD SNee No.
WILMINGTON, NC 28409 W-4
910-599-1744 LICENSE No. P-1032

WETLAND RESTORATION PLAN
WATERMARK LANDING PORT CITY CONSULTING ENGINEERS, PLLC
6216 STONEBRIDGE ROAD
8400 RIVER ROAD WILMINGTON, NC 28409
WILMINGTON, NC N.C. FIRM LICENSE NO. P-1032 910-599-1744
DRAWN BY:
SCALE:
FIGURE NO.
MNH
1"=30'
W-5
APPROVED BY:
DATE:
JOB NO,
MNH
5/15/17