20141255 Ver 2_More Information Received_20210317

Staff Review
Does this application have all the attachments needed to accept it into the review process?*
r Yes r No
ID#*
20141255
Version* 2
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Holley Snider:eads\hasnider
Select Reviewing Office:* Wilmington Regional Office - [phone]
Does this project require a request for payment to be sent?*
r
Yes
r
No
How much is r $240.00
owed? * r $570.00

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: * r
For the Record Only (Courtesy Copy)
r
New Project
r
Modification/New Project with Existing ID
r
More Information Response
r
Other Agency Comments
r
Pre -Application Submittal
r
Re-Issuance\Renewal Request
r
Stream or Buffer Appeal
Is this supplemental information that needs to be sent to the Corps?*
r Yes r No
Project Contact Information
Name: Anthony Moctezuma
Who is subrritting the inforrration?
Email Address: [e-mail]
Project Information
Existing ID #:
201400415
20170001(no dashes)
Existing Version:
3.3
1
Project Name: Stones Landing, Section III and Paradise Point, Section IV at Onslow Bay
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Onslow
Please upload all files that need to be submited.
aick the upload button or drag and drop files here to attach document
Wetland Impact Sheet 1.pdf 112.99KB
Wetland Impact Sheet 2.pdf 73.2KB
Only pdf or krre files are accepted.
Describe the attachments
or comments:
Wetland Impact Maps
Sign and Submit
W By checking the box and signing box below, I certifythat:

■ I, the project proponent, hereby certifies that all information contained herein is true, accurate, and complete to
the best of my knowledge and belief.
■ I, the project proponent, hereby requests that the certifying authority review and take action on this CWA 401
certification request within the applicable reasonable period of time.
■ I agree that submission of this online form is a "transaction" subject to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act');
■ I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General
Statutes (the "Uniform Electronic Transactions Act');
■ 1 understand that an electronic signature has the same legal effect and can be enforced in the same way as a
written signature; AND
■ I intend to electronically sign and submit the online form.
Signature:
Submittal Date: Is filled in automatically.

rya`' o
McMfo d Point
Maven H. McDowell
Marvell H. McDowell
D.B. 563, N. 210
Marine Associates, Inc.
D.B. a55, Pg. 937
D.B.4%, PS 503
a M.B. 251Pg. 3
single Family
Undeveloped
Undeveloped —
RA ZOn� L
BA Zome
P,
-
Ex. Worsley Way
Ex paradise PoGrt 1-143114211.14
Sec. ITC
D.8. 4139, P9. 336
M.B. 77, Pg. 37
Single Family
R-10 Zaw:
r 354 157` 15
J
Ex. Crossroads Store Drive 50'
Ex Stones landing '163i'162. 161;1160
D.B.4 39. Pg. 336 - - -�
6c stars
M.B. 77, Pg.36
Single Family
R-10 Zane
landing Set 2•D
M.B.152
D�Pa.
Ex. Hope Dexter Drive 50' 9/1
L �185i i;183i ;%ez`I'%ai;I;ieO;l'i79:1;1_7
7.11
Jackson Heights
—50' R/W
sewado Celia Garcia a
Sandra Enrilpm Ma7iat
D.B. 4307, Pg, 614
\RA Zone
E / Imps
60J
ME
Legend:
Ac. - Awes
D.B. - Deed Book
M.B. - Map Book
Pg. - Page
#2 R/W - Right-of-way,
tlands Typ. - Typical
YNrdee Fai w 3lra
D.B. 3o61ia574 F
\ RAZmt
a9nr space
/•A• )
1
I
(due (TW)
i
'325 Ql35427 353 clearly
1 '91193;_a;4`9,I ;- 326 e M.B. 67, Pg. 186
Undeveloped
�g. Olde Towne Pointe ' ' '343 345 5
:i%' te 351 R O Zane
ya3' �799 Boulevard 60' R/ W Ex. Design _ 60 341 •.1. ..O 35o Antebellum Court
��C�/�•/•��� Naval Store Drive 339 • �� re um
IP \ '- \j O Play Sec IIat 50'R/W •`••• 347 '\
223i�a�i l low say
D.B.4"4139,Pg.336
;222 /jyAAHH, c6. 5k4e Family •� •:� . :l .�
R-10 Zone <_+ i.�•• .�.• +: i
o
PH
o $� bo.........
Clearly % +
gyr.
Qa �201i4 D.8.4139. Pv,'?.' OFE`S$ •. "4
\ M.B. 67,l :QQ• u enaMs•• '•.'9
1%zo2: � _ �.�.R-t°i�: SEAL)
GRAPHIC SCALE: 1"=300'
0 100 200 300 600 900
FEE
Project:
STONES LANDING, SECTION III
AND PARADISE POINT SECTION
IV AT ONSLOW BAY
White Oak Twp., Onslow Co., North Carolina
14575
1 - A i
Impact Aren #1 � '�'•.F P ' Q• � 3'� �'tA
.yGQ ,:
Wetlands Impact - 0.02 Ac ... O :P ......
StmrnIm ct-60LF hssrMrr$,p`•
Overall Stream & Wetlands Impact Map - Sheet 1 of 2
(ris s rz••:•: _ Wetlands
rdbd"we
Trod 7
Teas
VICINITY SKETCH
NOT TO SCALE
Stream and Wetlands Impact Notes:
1. Stream crossing: initial disturbance of ih'rg area shall be limited to only that area minimally
needed to allow passage of construction equipment to prepare for the installation of the crossing
and to execute upland construction on the opposing side of the crossing. Clearing, grubbing or
land disturbance of the subject area shall not be performed until all equipment, water, sewer, storm
drain and erosion and sediment control materials or devices sufficient to substantially complete the
construction and stabilization of the crossing are staged or stockpiled at the location. Due
consideration shall be given to impending inclement weather conditions that may adversely
affect the completion of the crossing in the shortest time practicable.
2. Establish clearing limits per approved plans. Clear and grub arm as needed. Immediately install
silt fence at the wetlands line, and along existing week top of bank. Install erosion control
fabric along ditch banks. Do not clear or disturb arty unpermitted areas.\
3. No construction of the crossing shall commence in the wetlands until all materials needed for the
crossing are staged on site.
4. When possible, work in the wetlands shall be done during periods of dry weather,
5. Work in the wetlands shall be completed in the minimum time necessary.
6. Contractor shall install temporary sand bogs and/or sheet pilings in the stream prior to construction
and bypass water as needed via a pump around. Pump around shall discharge into a rip rap lined basin
or a sediment bag to keep sediment out of stream.
7. Daring excavation, stockpile the top 12't of topsoil, and reuse topsoil as the top layer of soil when
backfilling.
S. Install water under stream then storm drain pipe. See Plan and Profile for Additional Inrformation.
Backfill, compact and regrade arum to original contours, or to grades shown on plan
9. Install Silt fence at top of ditch bank and at wetlands line to prevent erosion.
10. If wetland or stream areas are disturbed, outside of the impact areas, they shall be regraded to
original contours using topsoil for the top layer, and the stream banks shall be seeded, with anal
seed, then lined with high velocity excelsior matting then staked with live willow stakes at 3' on
center to stabilize the banks to 5' beyond the top of bank
11. See rest of design plans for additional detail.
12. See wetlands permit for additional requirements.
ners Dote: 3/19/2020 PARKER & ASSOCIATES, INC.
Scale: 1"-300'
Clearly Development, Inc. Field book: WA Engineers - Surveyors - Planners
File Name: Stones III 6 Paradise IV Impact Maps.dwg Jacksonville, Notch Carolina
100 Carolina Plantations Boulevard Disk Name: ACAD #2484 P.O. Box 976 - 306 New Bridge Street - 28540
Jacksonville, North Carolina 28546 - Drawn: ELB
[phone] Phone [phone] - www.ParkerJacksonville.com
N.C. Firm License Number: F-0108

e pointe
Ole d 6V R/w \.
Bo
Public Street �
1 \„� Too 37.06
ar/IP, i
37.06 1
33.5 ` y
f
i/ /�{.,�}� ex.12
�Wl/� 310293
z�
wetumas I Ito
35.8
Line (Typ.) Pipe Inv. Out 29.8
to be Set V Below
1 /Ile 30 LF Stream
Impact and 0.006/ \
Ac. Wetlands
//
Ile/ Ephemerol
Ditch
. "IMermitterrt
Im. fi Stream
ak
�. 2a•
oM \\ 1
\\ 88 LF \\
r
Sream /
and 0.007 /
.i-.,a" I /
/
/ Headwall (See Detail) -
p / Top 36.8
Pipe Inv. Out
30.8
/ to be Set 1' Below Strewn Bed
/ Install Silt Fence
/ on Each Side of
/ Stream Bank During
Initial Clearing and
Stream and Wetlands Impact #1
Scale:1"=30'
\ 253
�r1 Sto. 31+02.67 Centerl
a�ry0ti Cul-de-sac
a Worsley Way
' 501 R/W
Legend'
P.T. - Plug Topped
Ac. -Acres ..
R - Radius
RCP - Reinforced Concrete Pipe
B-B - Back of Curb to Back of Cirb
R/W - Right-of-way
BO - Blow Off
S.F. - Square Feet
CB - Catch Basin
Typ. - Typical
C - Centerline
Conc. -Concrete
-Flow Arrow
ex. - Existing
=. .Q0
3I - Pipe Label ; Q
GV - Gate Valve
_ SEAL
x ITT-3-01 - S t Elevatiah t
C RAPHIC SCALE 1"=30m
l I. - Irwert Po _ 14575
IP - Inlet Protection z••
0 10 20 30 60 90 LF - Linear Feet E. _r.� Wetlands •. �.�
— Cl, -- sf - Clearing Limits dd,�11V`
FEET
Stream & Wetlands Impact Map - Impact Areas #1 ar
STONES LANDING, SECTION III
AND PARADISE POINT SECTION
IV AT ONSLOW BAY
White Oak Twp., Onslow Co., North Carolina
Clearly Development, Inc.
100 Carolina Plantations Boulevard
Sacksonville, North Carolina 28546
[phone]
bate: 3/19/2020
Scale: 1"=300'
Field book: N/A
File Name: Stones III A Paradise IV Impact Maps.dwg
Disk Name: ACAD #2484
Drawn. ELS
37.4
7-X\\
255
Isolated Wetlands
Line (Typ.)
SR� M
/ j K 37.78 \ ' �
B w/IP
op 38.0
�••
"'�
Install Water
w. 32.8
256
2°GV
with 24"
Co w/IP
Separatioh.under
Storm Drain
258 Top 37.83
Inv. 257
Wetlands Impact
#2
'
Scale:1"=40'
GRAPHIC SCALE:
1"=40'
aPQ
0 40
80 120
nrn.-
Id #2 - Sheet 2 of 2
PARKER & ASSOCIATES, INC.
Engineers - Surveyors - Planners
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Phone [phone] - www.ParkerJacksonville.com
N.C. Firm License Number: F-0108
FEET