20200972 Ver 1_401 Application_20200727

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THOMAS ENGINEERING, PA est 1983
civil engineeringe land surveyingeproject management
US MAIL Tracking#: 9405 5118 9956 3248 6753 44 July 22, 2020
To: NC Division of Environmental Quality
NC Division of Water Resources
401 and Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Re: Windpointe Subdivision
Wetland Crossing (Fill) 401 Certification Application — Nationwide 29
Reference Action ID# SAW-2020-00558
Onslow County, Sneads Ferry, North Carolina
TE Project #: 2019-016
To Whom it May Concern,
Please find enclosed for the above referenced project for your review and approval four
(4) copies of the PCN form, four (4) copies of the plans, four (4) copies of all
miscellaneous attachments, and one (1) check for the application review fee of $240.00
(Check No. 14931).
This Pre -Construction Notification application is for dual Nationwide 29 permit to fill
404 wetlands and for 401 Certification to fill approximately 0.036 acres of wetlands for
the above referenced project. Fill is minimized to the extent necessary and practical for
the roadway/utility crossings for this subdivision. Our understanding is that mitigation for
these impacts will not be required, as it is less than 0.10 acres.
A NWP 29 permit package is simultaneously being sent the US Army Corps of Engineers
representative Rachel Capito under a separate cover for review and approval. Please
review the enclosed documents and let me know if you need any additional information.
If you have any questions or comments, please advise.
Thank you, ,,,�,,/
Aeo"/7 "�P
Bobby Billingsley, PE
[e-mail]
RECEIVED
Enclosures
JUL 2 7 2020
NCDEQ/DWR/NPDES
1316-B Commerce Drive.P. 0. Box 1309.New Bern, NC 28563
Phone: [phone].Fax: [phone].Website: ThomasEngineeringPA.com

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps? 7-
❑ Yes No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
VCc1E-rA rC-D
❑ 401 Water Quality Certification — Express Q 440errarr Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes No
For the record only for Corps Permit:
❑ Yes No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
Yes ❑ No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes No
2.
Project Information
2a.
Name of project:
Windpointe Subdivision
2b.
County:
Onslow
2c.
Nearest municipality / town:
Sneads Ferry
2d.
Subdivision name:
Windpointe Subdivision
2e.
NCDOT only, T.I.P. or state project no:
n/a
3.
Owner Information
3a.
Name(s) on Recorded Deed:
A. Sydes Construction, Inc.
3b.
Deed Book and Page No.
DB 5022, PG 958
3c.
Responsible Party (for LLC if
applicable):
Anthony W. Sydes - President
3d.
Street address:
100 Carolina Plantations Blvd
3e.
City, state, zip:
Jacksonville, NC 28546
3f.
Telephone no.:
225.455.6956
3g.
Fax no.:
n/a
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant information (if different from owner) We - applicant is the Owner
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
cabie
4d. StrW address:
4s. City, state, zip:
4f. TeW;N-re no.:
4g. Fax no.:
4h. Email address:
8. Ageri fConsultant Information (if applicable)
5a. Name:
John G. Thomas, PE
5b• Business name
Of k":
Thomas Engineering, PA
5c. Street address:
1316-8 Commence Drive
5d. City, state, zip:
New Bem, NC 28562
5e. Telephone no.:
252.637.2727
5f. Fax no.:
252.636.2448
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
la. Property Identification no. (tax PIN or parcel ID):
Parcel ID: 007057, PIN = 428801196422
1 b. Site coordinates on decimal degrees):
Latitude: 34.539167 Longitude:-77.399722
1c. Property size:
98.93 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project
Fullard Creek
2b. Water Quality Classificadon of nearest receiving water.
SA; HOW (19-39-4-1)
2c. River basin:
White Oak River Basin
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Project sloe is undeveloped toreel ed lend with wetlands anus pr> mrUy towards the rear portions of the property. The vicinity of the site generally has
some tow density residential devebpmern around the perimeter, with some undeveloped areas.
3b. List the total estimated acreage of all existing wetlands on the property: 15.36
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 6,400
3d. Explain the purpose of the proposed project:
The purpose of thie project Is to provide a roadway crossing to access the rear portion of the subdivision, known as'Me Me, w/ one addL small fill.
ellbdw�ieR.
3e. Describe the overall project in detail, including the type of equipment to be used:
IF pit and stmUar corstrtictiai equipmerit will be used to irstaU pipe and bring up roadway fAl
4. Jurisdictional Determinations
4a. Have jurisdictional wefland or stream determinations by the
Corps or State been requested or obtained for this property /
prolect (including all in the
Igj Yes ❑ No ❑ Unknown
Comments:
4b. I the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ❑ Final
4c. If yes, who delineated the jurisdictiorial areas?
Name (d known): Harms P>1,ian - Pittmsn $op
Agency/Consultant Company: USACE
Other.
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Action 00 SAVJ-2020 MB - Rachel Capito Corps Repraseritative. 4/2802020
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes No ❑Unknown
5b. If yes, explain in detail according to "help file instructions.
6. Future Project Plans
6a. Is this a phased project?
ISj Yes ❑ No
6b. If yes, explain.
No known needed future wetlands disturbance. The proposed Impacts as shown herein should accommodate all necessary faclifts bsfapatlors.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Propoeed Impacts Inventory
1. Impacts Summary
1 a. Whig sections were completed below for your project (check all that apply):
Z Wetlands 0 Streams — tributaries ® Buffers ❑ Open Waters ❑ Pond Construction
2 Wetland Impacts
If two are wetland impacts proposed on the stile, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWO (401, other)
2f.
Area of
impact
(acres)
W1 Sr6A
FM
Unknown
Yes
Corps
0.022
Sf *
Fa
Urdmown
Yes
Corps
0.014
yv3 -
Choose one
Choose one
Y"Mo
-
VV4 -
Choose one
Choose one
Yes/No
-
1Mv -
Choose one
Choose one
YedNo
-
VIIS
Choose one
Choose one
YOWNO
-
2g. Total Wetland Impacts:
0.036
2h. Comments:
• 962 sf orwetlands /AI support the one wetlands (dhch) orosekV (SGe'A) and a snap fUl (606 sf) required for fiU and roadway drainage in the project reer
(ales B).
3. Stream Impacts
H there are perennial or intermittent stream impacts (Including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permnent (P) or
Temporary (1)
3b.
Type of Impact
3c.
Strom name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
31.
Average
stream
width
(feet)
3g.
Impact
length
(linear
S1 P
Culvert
Fullard Creek
INT
DM
6
150
S2 -
Choose one
-
-
33 -
Choose one
-
-
S4
Choose one
-
-
S5 -
Choose one
-
-
SS -
Choose one
-
-
3h. Total stream and tributary
impacts
150
31. Comments:
Bddft dkh to be piped wfth double reinforced conmeb pipe as shown in the plans, buried 12" minW m on both ends for aquatic Oft passage.
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries. tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then Ind ually list all open water Im9pMacts below.
4a.
Open water
Impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
O2
Choose one
Choose
03 -
Choose one
Choose
O4
Choose one
Choose
4f. Total open water Impacts
4g. Comments:
6. Pond or Lake Construction
If pond or We construxionDrODOsed.then complete the chart below.
58.
Pond ID number
5b.
Proposed use or
purpose of pond
50.
Welland Impacts (ages)
5d.
Stream Impacts (feet)
5e.
Upland
acres
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments.
Sh. is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
51. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If anv im require miticiation.thenyou MUST fill out Section D of this form.
6a. Project is in which protected basin?
OTE
❑ Neuse ❑ Tar-Pamiloo ❑ Catawba ❑ Randleman IN Other: VP^&p
6b.
Buffer Imps
number —
Permanent (P) or
Temporary M
ec.
Reason for impact
6d.
Stream name
%jecle 60 -grrvc Fs
6e.
Buffer
mitigation
required?
ef.
Zone 1
impact
(square
feet)
69.
Zone 2
Impact
(square
feel
131 P
Molopes for road aess ft
FuDeM Creek
No
15,132
B2 _
Yeaft
S3
Yes/No
B4
YealNo
B5
YesNo
B6 _
Yes/No
6h. Total Buffer Impacts:
15,132
am arm
Comments: mtbed. Nora that theeae not'RtpariaN' Mrfts.. just requited Vegem ad s tbacw. Ambers, am sbpes. to
M. are
Page 5of10

D. Impact JustlNcation and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
This is the only planned croeft of the strem for the Midpointe Subdhrielon project, which Is a mulls -phase project. The blua•Itne dream sdanded
fully across the project, so it was necessary to aces for project corbuitlon. Fill impacts are those necessary to make the crossing mainly, and
additionally for a very and fill for roadway construction bypass point to support lot construction geometry.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Silt fiance and construction %ndng will be utHmed to isolate the area. A dreok dam will be installed downstream of the proposed storm drain.
Stabilization will be completed as soon as the fill is brought up and slopsa/ahoulders graded out to plan elevations. Slopes at crossing site will be
stabilized with full rtp{ap placed on filter fabric. Slit fencing will be maintained daily.
2. Compensatory ation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
Impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DM ❑ Corps
2c. ff yes, which mitigation option will be used for this
project't
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Perrnittee Responsible Mitigation
3. Complete if UsIna a MIN on Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letbar)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Malting a to In-lteu Fee Prouram
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Nom riparian wetland mitigation requested:
acres
4g. Coastal (W wetland mitigation requested:
acres
4h. Comments:
S. Complete if Using a Permittee Responsible Mitigation Plan
5o. If using a permutes responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

S. Buffer Aftitigation (State Regulated Riparian Buffer Rules) — required by DWQ
Be. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes jg No
6b. ff yes, then Identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
Be.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
Be.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation Is required, discuss what type of mitigation Is proposed (e.g., payment to private mitigation bank,
permMee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
23.22 %
2b.
Does this project require a Stormwater Management Plan?
0 Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
Erosion
control permit has been obtained: Onslo-2020-054. State stormwater permit has been applied for
and is currently in the process of being
reviewed.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
State stormwater permit has been applied for and is currently in the process of being reviewed. This is a hybrid
high density/low density master plan
of development.
The high -density portion is -The Shores at Windpointe". The pipes and ditches here will transport all impervious, built upon areas to
one
of the two wet detention basins. The wet basins will store and provide treatment for the difference in the pre- and post- developed 1-yr, 24-hr due
to SA requirements. The low -density portion of is "The Cliffs at Windpointe". Impervious area for this portion will be capped at 12% as per the low -
density
requirements. Stormwater for this portion of the project will be treated primarily through sheet flow across lots to roadway open ditch sections.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
NCDEQ - Wilmington Regional Office
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
N/a
❑ Phase 11
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
USMP
ElWa
apply (check all that apply):
err Supply Watershed
❑ PP Y
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
ZCoastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑0RW
(check all that apply):
❑Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes No In roces
P
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
VYes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project Involve an expenditure of public (federallststallocal) funds or the
❑ Yes ® No
use of public (tederaVstate) land?
1 b. If you answered "yes' to the above, does the project require preparation of an
❑ ❑ No
environmental document pursuant to the requirements of the National or State
Yes
(North Carolina) Environmental Policy Act (NEPAISEPA)?
1a If you answered yes` to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑Yes ❑ No
Iet�.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site In violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Yes MI No
Wetland Rules (15A NCAC 2H .1300). DWQ Surface Water or Wetland Standards,
❑
or Riparian Buffer Rules (I SA NCAC 2B .0200)?
2b. Is this an after-t wbd permit application?
❑Yes ❑ No
2c. If you answered "yes' to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Wil this project (based on past and reasonably anticipated future Impacts) remit in
Yes 19 No
additional development, which could impact nearby downstream water quality?
3b. If you answered yes' to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered'no; provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detall the ultimate treaanent methods and disposition (non -discharge or discharge) of wastewater generated from
Proporeied lot �w®be traded tic aa�wgrap ed� NC Q and to be awned and operated by the Plurb Holdings, LLC.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes © No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
No fish in the ditch. Somtimes wet, sometimes dry
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes m No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NC Dept of Natural & Cultural Resources site
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
Portions of the overall project boundaries are within the 100-yr floodplain, but these portions are not impacted as part of this work. The site where the
wetlands fill/stream crossing is proposed is not within the 100-yr floodplain.
8c. What source(s) did you use to make the floodplain determination?
�9'37Z0�?$'jooT as
Flood Insurance Rate Map
:V372oOW oeJ'
lz�
Anthony W. Sides
,01, . A A tP--
05/29/2020
Applicant/Agent's Printed Name
Date
A nt/Ag is Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

1. BOUNDARYANDWETENERALLANDS TNOTESPROVIDED ONTHE
"BOUNDARY & WETLANDS SURVEY - 192 ENNETT LANE, SNEADS FERRY,
NC 26460" AS PREPARED BY HERBERT J. NOBLES, JR., PLS (L-2703).
2. THE 404 WETLANDS LINE AS SHOWN HEREIN IS AS PER ARMY CORPS OF
ENGINEERS APPROVED JURISDICTIONAL DETERMINATION ACTION ID:
SAW-2020-00558.
3. THE BLUE LINE STREAMS AND ASSOCIATED VEGETAGED SETBACKS ARE
SHOWN HEREIN ARE AS PER THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY STREAM DETERMINATION # ONSLOW 2020-001.
4. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS, NO
GRID FACTORS APPLIED.
5. PROPERTY ADDRESS = 192 ENNETT LANE, SNEADS FERRY, NC 28460.
6. DEED REFERENCE = DEED BOOK 502Z PAGE 958.
7. PARCEL ID = 007057,
8. PIN = 428801196422,
9. TOTAL SITE AREA = 4,309,391 SF (98.93 AC).
10. TOTAL SITE WETLANDS AREA = 15.36 1 AC
11. THE EXISTING SITE IS GENERALLY WOODED PROPERTY.
12. ELEVATIONS ARE BASED ON NAVD 1988.
13. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
14. PORTIONS OF THIS PROJECT SCALE WITHIN ZONE 'X AND ZONE "AE" AS
PER FLOOD INSURANCE RATE MAPS 3720428800J AND 3720428900J, DATE
NOVEMBER 3, 2005 AS ESTABLISHED BY FEMA. ADDITIONALLY, PORTIONS
OF THIS PROJECT SCALE WITHIN ZONE X' AND ZONE AE" AS PER
PRELIMINARY FLOOD INSURANCE RATE MAPS 3720428800K AND
3720428900K, PRELIMINARILY DATED JUNE 30, 2016 AND PROPOSED TO BE
EFFECTIVE ON JUNE 19, 2020, AS ESTABLISHED BY FEMA. THIS REPORT IN
NO WAY SUPERCEDES THE ABOVE MENTIONED FIRM.
15. BUILT -UPON AREA SUMMARY:
PROJECT IS A COMBINATION OF HIGH -DENSITY ("THE SHORES) AND
LOW -DENSITY ("THE CLIFFS) SUBAREAS (MASTER PLAN OF
DEVELOPMENT).
"THE SHORES SUB -AREA (130 LOTS) _
a. TOTAL AREA = 46.30 t AC
b. TOTAL IMPERVIOUS AREA = 16.66 t AC.
C. TOTAL PERCENT OF IMPERVIOUS COVER = 36.0 % t.
d. TOTAL PROJECT GREEN SPACE = 70.2 % t.
"THE CLIFFS" SUB -AREA (43 LOTS) _
a. TOTAL AREA = 52.63 t AC
b. TOTAL IMPERVIOUS AREA = 6.29 t AC).
C. TOTAL PERCENT OF IMPERVIOUS COVER = 12.0 % t.
d. TOTAL PROJECT GREEN SPACE = 88.0 % t.
COPYRIGHT 0 2020 BY THOMAS ENGINEERING P.A.
ALL RIGHTS RESERVED. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND AS SUCH REMAIN
THE PROPERTY OF THOMAS ENGINEERING P.A.
NEITHER THIS DOCUMENT NOR ANY PART OF THIS
DOCUMENT MAYBE REUSED, REPRODUCED OR
TRANSMITTED IN ANY FORM OR BY ANY MEANS,
ELECTRONIC OR MECHANICAL INCLUDING BUT NOT
LIMITED TO PHOTOCOPYING, MICROFILMING AND
RECORDING, OR BY ANY INFORMATION STORAGE
AND RETRIEVAL SYSTEM, WITHOUT PERMISSION IN
WRITING FROM THOMAS ENGINEERING P.A.
--- _ ---------- M-_Ennett Lane--L
��---------- (SR 1519, Puaac--j
1 2 3 4 5 6 71, 9 10 11 12 13 14 15 - r��
I - _ WINDMIHT WAY 1 7
1� a"Ti�
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1-21 m
19
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54155156157111 11158159160161
'0511041 "' 1111188187
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SITE IMPACTS
DATA TABLE
Site ID
Impact s
m tArea ac
Descrl tan
A
952
0.022
404/401 FiN Area 6' ddch 150' le th of im ct
A
15132
1 0.350
50'Vegetated Setback Fifl SA Waters
B
606
0.014
404/401 Fill For P ed SHete
40 39 "
38
37
63
36 \ yh 18 19
35 �TFS 20 21
5 6 34 33P�\O�22 23
7 32 \ qy 24
8 691!/�/ 31
5
81 `C 72 28 \ 7
8 7 \ 73
6 73 74
171 1r Q
v`169 \ S(`�"
LG�� 163
164
C 'o fO / !'9
or 165
166
167
168
FINAL DRAWINGS GRAPHIC SCALE
Released for permits only,
not released for construction. ) 400 zoo 0 400
(11"X17)
LEGEND
IMPACT AREAS
ROADWAY f
ASPHALT AREAS
�-+ -PROPOSED LOT LINES
- PROPOSED LOTS
PROPOSED STORM DRAIN
--- -- PROPOSED DITCH LINES
PROP. RIP RAP SLOPE PROTECTION
404 WETLAND LINE
- - - - BLUE -LINE STREAM E LD
LIMITS OF DISTURBANCE
- - - - - - - - - STREAM TOP OF BANK t o o- o
TEMPORARY SILT FENCE
50' VEGETATED SETBACKS ® ®
_ TEMP. WATTLE / CHECK DAM
PROPOSED CONTOURS
PROPOSED WATER MAINS
- SS-# -
PROPOSED SEWER MAINS
-EXISTING CONTOURS
C'OS
N�9p 8 Rip
131 1132
133
DRAWING INDEX
SHEET
NAME
1
VICINITY & INDEX PLAN
2
PLAN & PROFILE SITE A"
3
PLAN & PROFILE SITES'
4
ROADWAY & DRAINAGE DETAILS
5-6
EROSION CONTROL DETAILS
CURRENT PROJECT
BOUNDARY
F
d
159 \ 136
161 157 137 139 140 - 1
156 138 141 r.
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146
152
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NWP #29
e 0 WETLAND FILL &
VEGETATED IMPACTS FOR
147 WINDPOINTE SUBDIVISION
M
� � SNEADS FERRY ONSLOW COUNTY NORTH CAROLINA
rim % OWNER & DEVELOPER
A. SYDES CONSTRUCTION, INC.
rjG �O1'��` JACKSNBLVD.
ONVILLE, NC 2046
*0
li=II �111i SCALE., AS SHOWN DATE: 0710912020
PROJECT #: 2019 016 1SHEET: 1 of

GENERAL NOTES
1. BOUNDARY AND WETLANDS INFORMATION IS AS PROVIDED ON THE
"BOUNDARY & WETLANDS SURVEY - 192 ENNETT LANE, SNEADS FERRY.
NC 28460" AS PREPARED BY HERBERT J. NOBLES, JR., PLS (L-2703).
2. THE 404 WETLANDS LINE AS SHOWN HEREIN IS AS PER ARMY CORPS OF
ENGINEERS APPROVED JURISDICTIONAL DETERMINATION ACTION ID:
SAW-2020-00558.
3. THE BLUE LINE STREAMS AND ASSOCIATED VEGETAGED SETBACKS ARE
SHOWN HEREIN ARE AS PER THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY STREAM DETERMINATION # ONSLOW 2020-001.
4. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS, NO
GRID FACTORS APPLIED.
5. PROPERTY ADDRESS = 192 ENNETT LANE, SNEADS FERRY, NC 28460.
6. DEED REFERENCE = DEED BOOK 5022, PAGE 958,
7. PARCEL ID = 007057.
8. PIN = 428801196422
9. TOTAL SITE AREA = 4,309,391 SF (98.93 AC).
10. TOTAL SITE WETLANDS AREA = 15.36 t AC
11. THE EXISTING SITE IS GENERALLY WOODED PROPERTY.
12, ELEVATIONS ARE BASED ON NA VD 1988.
13, EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
14, PORTIONS OF THIS PROJECT SCALE WITHIN ZONE "X" AND ZONE
PER FLOOD INSURANCE RATE MAPS 3720428800J AND 3720428900J, DATE
NOVEMBER 3, 2005 AS ESTABLISHED BY FEMA. ADDITIONALLY, PORTIONS
OF THIS PROJECT SCALE WITHIN ZONE )C" AND ZONE "AE" AS PER
PRELIMINARY FLOOD INSURANCE RATE MAPS 3720428800K AND
3720428900K, PRELIMINARILY DATED JUNE 30, 2016 AND PROPOSED TO BE
EFFECTIVE ON JUNE 19, 2020, AS ESTABLISHED BY FEMA. THIS REPORT IN
NO WAY SUPERCEDES THE ABOVE MENTIONED FIRM.
15. BUILT -UPON AREA SUMMARY:
PROJECT 1S A COMBINATION OF HIGH -DENSITY ("THE SHORES') AND
LOW -DENSITY ("THE CLIFFS) SUBAREAS (MASTER PLAN OF
DEVELOPMENT).
'THE SHORES SUB -AREA (130 LOTS) _
a. TOTAL AREA = 46.30 t AC
b. TOTAL IMPERVIOUS AREA = 16.66 t AC.
C. TOTAL PERCENT OF IMPERVIOUS COVER = 36.0 % t.
d. TOTAL PROJECT GREEN SPACE = 70.2 % t.
"THE CLIFFS" SUB -AREA (43 LOTS) _
a. TOTAL AREA = 52.63 t AC
b. TOTAL IMPERVIOUS AREA = 6.29 t AC).
C. TOTAL PERCENT OF IMPERVIOUS COVER = 12.0 % t.
d. TOTAL PROJECT GREEN SPACE = 88.0 % t.
FINAL DRAWINGS
Released for permits only,
not released for construction.
DRAWING INDEX
SHEET
NAME
1
VICINITY & INDEX PLAN
2
PLAN & PROFILE SITE A"
3
PLAN & PROFILE SITE B'
4
ROADWAY& DRAINAGE DETAILS
5 - 6
EROSION CONTROL DETAILS
SITE IMPACTS
DATA TABLE
SitelD
m tArea ac
Descri ion
�ImpactAreaLs
A
952
).022
4041401 Fi# Area 6' ddch 150' le th of im ct
A
15132
).350
50' Veaetated Setback FiI SA Waters
B
1 606
1 0.014
1 4041401 Fill For Proposed Smie
N
see`
7181 SF
VEG. SETBAC
F
------------
GRAPHIC SCALE
�40 20 0-, j 40''
WETLANDS LINE DATA
LINE #
BEARING
DISTANCE
W197
S30. 30' 15"E
54.06'
W198
N77' 48' 45'E
20.25'
W199
S60" 51' 49"E
55.67'
W700
S47' 02' 49'E
58.71'
W201
N61' 03' 00"E
2a76-
W202
S65. 19'16'E
54.97'
GRAPHIC SCALE (VER)
10 5 0 10
(11 "X 17')
GRAPHIC SCALE (HOR)
40 20 0 40
(11 "X IT)
I
i
I
RIP-RAP
STABILIZED S/DE
SLOPES
i
/ Bt
/ss � 15� - 6p'P1Y•1// / / / _�• \
/
14
K DISTURBANCE
GP9GRID /
,NAD'83 (11)
o; RIP -RAP i i / 17951 SF VEG. SETBACK DISTURBANCE
STABILIZED SIDE' I 1 7 1
SLOPEs I 952 SF WETLAND FILL
�1(DITCH LENGTH @ 6' WIDTH)/173
/
Ptop0. d [ G1.6. U1 . (FG)-\ WHITE SHOAL WAY
28.0'
24.0'
Q) 20.0'
Z
z
Q 16.0'
W 12.0'
W
8.0'
4.0'
13+00
�wq
13+50 14+00 14+50
STATION
LEGEND
IMPACT AREAS
ROADWAY 4
ASPHALT AREAS
�--� -PROPOSED LOT LINES
- PROPOSED LOTS
PROPOSED STORM DRAIN
PROPOSED DITCH LINES
'
PROP. RIP RAP SLOPE PROTECTION
- W 404 WETLAND LINE
- - - - BLUE -LINE STREAM ii
LD
LIMITS OF DISTURBANCE
-------- - STREAM TOP OF BANK t
o 0 o
TEMPORARY SILT FENCE
50' VEGETATED SETBACKS
® ®
_ TEMP. WATTLE / CHECK DAM
[##
-PROPOSED CONTOURS
-PROPOSED WATER MAINS
- SS-# -
PROPOSED SEWER MAINS
EXISTING CONTOURS
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28.0'
TYPE: 4' Std.
STA: 14+56 (White Shoal Way), OFF: 0.00'
RIM: 26.27'
24.0'
SUMP:6.76'
Q
INV IN (SS25): 6.86'
INV OUT (SS24): 6.76'
20.0' Q)
Z
16.0' Q
12.0' W
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PLAN & PROFILE SITE W
NWP #29
WETLAND FILL &
VEGETATED IMPACTS FOR
WINDPOINTE SUBDIVISION
SNEADS FERRY ONSLOW COUNTY NORTH CAROLINA
OWNER & DEVELOPER
A. SYDES CONSTRUCTION, INC.
100 CAROLINA PLANTATION BLVD.
JACKSONVILLE, NC 28546
SCALE: AS SHOWN
DATE: 0710912020
PROJECT #: 2019_016
SHEET: 2 of 6

GENERAL NOTES
1. BOUNDARY AND WETLANDS INFORMATION IS AS PROVIDED ON THE
"BOUNDARY & WETLANDS SURVEY - 192 ENNETT LANE, SNEADS FERRY,
NC 28460" AS PREPARED BY HERBERT J. NOBLES, JR., PLS (L-2703).
2. THE 404 WETLANDS LINE AS SHOWN HEREIN IS AS PER ARMY CORPS OF
ENGINEERS APPROVED JURISDICTIONAL DETERMINATION ACTION ID:
SAW-2020.00558.
3. THE BLUE LINE STREAMS AND ASSOCIATED VEGETAGED SETBACKS ARE
SHOWN HEREIN ARE AS PER THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY STREAM DETERMINATION # ONSLOW 2020-001.
4. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS, NO
GRID FACTORS APPLIED.
5. PROPERTY ADDRESS = 192 ENNETT LANE, SNEADS FERRY, NC 28460.
6. DEED REFERENCE = DEED BOOK 5022, PAGE 958.
7, PARCEL ID = 007057.
8. PIN = 428801196422.
9. TOTAL SITE AREA = 4,309,391 SF (98.93 AC).
10. TOTAL SITE WETLANDS AREA = 15.36 t AC
11. THE EXISTING SITE IS GENERALLY WOODED PROPERTY.
12. ELEVATIONS ARE BASED ON NAVD 1988.
13. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT
14. PORTIONS OF THIS PROJECT SCALE WITHIN ZONE W" AND ZONE "AE" AS
PER FLOOD INSURANCE RATE MAPS 3720428800J AND 3720428900J, DATE
NOVEMBER 3, 2005 AS ESTABLISHED BY FEMA. ADDITIONALLY, PORTIONS
OF THIS PROJECT SCALE WITHIN ZONE 'X" AND ZONE "AE" AS PER
PRELIMINARY FLOOD INSURANCE RATE MAPS 3720428800K AND
3720426900K, PRELIMINARILY DATED JUNE 30, 2016 AND PROPOSED TO BE
EFFECTIVE ON JUNE 19, 2020, AS ESTABLISHED BY FEMA. THIS REPORT IN
NO WAY SUPERCEDES THE ABOVE MENTIONED FIRM.
15. BUILT -UPON AREA SUMMARY.
PROJECT IS A COMBINATION OF HIGH -DENSITY ("THE SHORES') AND
LOW -DENSITY ("THE CLIFFS) SUBAREAS (MASTER PLAN OF
DEVELOPMENT).
'THE SHORES SUB -AREA (130 LOTS) _
a. TOTAL AREA = 46.30 t AC
b. TOTAL IMPERVIOUS AREA = 16.66 t AC.
C. TOTAL PERCENT OF IMPERVIOUS COVER = 36.0 % t.
d. TOTAL PROJECT GREEN SPACE = 70.2 % t.
"THE CLIFFS" SUB -AREA (43 LOTS) _
a. TOTAL AREA = 52.63 t A C
b. TOTAL IMPERVIOUS AREA = 6.29 t AC).
C. TOTAL PERCENT OF IMPERVIOUS COVER = 12.0 % t.
d. TOTAL PROJECT GREEN SPACE = 88.0 % t
/ FINAL DRA WINGS
Released for permits only,
not released for construction.
DRAWING INDEX
SHEET
NAME
1
VICINITY & INDEX PLAN
2
PLAN & PROFILE SITE A"
3
PLAN & PROFILE SITE B'
4
ROADWAY & DRAINAGE DETAILS
5-6
EROSION CONTROL DETAILS
SITE IMPACTS
DATA TABLE
SIte1D
Im act Area LsQ
Am -a ac
Descri tion
A
952
ra-Lct
0.022
4041401 Fig Area 6' ditch 150'lenqO of impact)
A
15132
0.350
50' V elated Setback Fig SA Waters
B
1 606
10.014
4041401 Fill For Proposed Stele
I
� I
� I
I \ 16' I
c� -1'!•iiTt
ss \
` GRAPHIC SCALE
1�
20 10--__ 0 20 s. I
GRAPHIC SCALE (VER)
10 5 0 10
(11 "X IT)
GRAPHIC SCALE (HOR)
40 20 0 40
(11 "X 17)
Proposed C Grade Line (FG)�
24.0'
00
20.0'
Z
O 16.0'
12.0'
W SS:
W
8.0'
26+25 27+00
SMH30
TYPE: 4' Std.
STA: 27+02 (White Shoal Way), OFF: 0.00'
RIM: 17.52'
SUMP: 12.60'
INV IN (SS31): 12.70'
INV OUT (SS30): 12.60'
606 SF WETLAND FILL
r�
SITE 'B'
or
SO-6A
69
SS31_
---White Shoal Way' _ - ---
�S
SMH30 U
SS ._-.
SS -�_' ss -- ss --_
_
60' R/W PUBLIC (20' EP-EP) \
o \
,
WHITE SHOAL WAY
� • tam
r.�
STATION
LEGEND
-IMPACTAREAS
-ROADWAY (
- ASPHALTAREAS
�--- PROPOSED LOT LINES
- PROPOSED LOTS
PROPOSED STORM DRAIN
-- - -- PROPOSED DITCH LINES
PROP. RIP RAP SLOPE PROTECTION
404 WETLAND LINE - -- --- -'
- - - - BLUE -LINE STREAM i LD
LIMITS OF DISTURBANCE
-------- - STREAM TOP OF BANK + 0 0 0
TEMPORARY SILT FENCE
50' VEGETATED SETBACKS ® ®
_ TEMP. WATTLE / CHECK DAM
PROPOSED CONTOURS - ' ' '
PROPOSED WATER MAINS
- SS-# -
PROPOSED SEWER MAINS
- ##' - EXISTING CONTOURS
28+00
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W
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28+25
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PLAN & PROFILE SITE V
NWP #29
WETLAND FILL &
VEGETATED IMPACTS FOR
WINDPOINTE SUBDIVISION
SNEADS FERRY ONSLOW COUNTY NORTH CAROLINA
OWNER & DEVELOPER
A. SYDES CONSTRUCTION, INC.
100 CAROLINA PLANTATION BLVD,
JACKSONVILLE, NC 28546
SCALE: AS SHOWN
DATE; 0710912020
PROJECT#: 2019 016
SHEET: 3of6

F
MATERIALS
LABEL DESCRIPTION DEPTH WIDTH
0 SF 9.5B ASPHALT SURFACE COARSE 1.51 20'
O2 CRUSHED AGGREGATE BASE COARSE 6' 21'
SUBGRADE
DIMENSIONS
1 dRFI I7F.C(:RIPT/CIN WII7TN
A
EDGE OF PAVEMENT
20'
B
STABILIZED EARTHEN SHOULDER
6'
C
DITCH FRONT SLOPE
7'
D
DITCH BACK SLOPE
7'
E
RIGHT OF WAY (TOTAL)
60'
NOTES:
1. PAVEMENT WIDTHS, RIGHT OF WAYS, ROADWAY DIMENSIONS, AND PAVEMENT DESIGNS SHALL BE AS
SHOWN HEREIN UNLESS OTHERWISE SPECIFIED. WHERE DISCREPANCIES OCCUR, IF ANY, CONTACT
THE ENGINEER FOR DIRECTION.
2. ALL SUBGRADE SHALL BE FIELD COMPACTED, PROOFROLLED, AND/OR TESTED FOR DENSITY AS
PROVIDED IN THE SPECIFICATIONS PRIOR TO PLACEMENT OF ANY PAVEMENT SECTION MATERIALS OR
CURB AND GUTTER.
TYPICAL ROADWAY SECTION
"THE CLIFFS AT WINDPOINTE"
DRAWING INDEX
SHEET
NAME
1
VICINITY & INDEX PLAN
2
PLAN & PROFILE SITE A"
3
PLAN & PROFILE SITE B'
4
ROADWAY & DRAINAGE DETAILS
5-6
EROSION CONTROL DETAILS
SITE IMPACTS
DATA TABLE
Site ID
Im act Areas
m t Area ac
Descri Ion
A
952
0.022
404/401 Fit Area 6' ddch 150' fe th of Nn ct
A
15132
0.350
50' V etated SetGack FiN SA Waters
B
806
0.014
404/401 Fill Fore ed Svele
I Cll-GAII'1
- IMPACT AREAS
ROADWAY 4
� -PROPOSED LOT LINES
PROPOSED LOTS
PROPOSED DITCH LINES
— w - 404 WETLAND LINE
— — — — BLUE -LINE STREAM 4
------- STREAM TOP OF BANK+
- 50' VEGETATED SETBACKS
PROPOSED CONTOURS
EXISTING CONTOURS
4- �
NATURAL AREAS
COMPACTED BACKFILL IN 8
INCH LIFTS AND 95% MIN.
DENSITY OR AS SPECIFIED
BY THE ENGINEER
COMPACTED SELECT
BACKFILL WHERE
SPECIFIED TO BE
INSTALLED IN 6" LIFTS AND
9fi0/ MIN I)FNSITY
ASPHALT (TYP.)
COMPACTED ABC STONE
AS SPECIFIED
COMPACTED BACKFILL IN 8
INCH LIFTS AND 95% MIN.
DENSITY OR AS SPECIFIED
BY THE ENGINEER
TYPICAL STORM DRAIN TRENCHING DETAILS
-ASPHALTAREAS
-PROPOSED STORM DRAIN
PROP. RIP RAP SLOPE PROTECTION
— LD
LIMITS OF DISTURBANCE
d---o---�—
-TEMPORARY SILT FENCE
� ®
-TEMP. WATTLE /CHECK DAM
—
PROPOSED WATER MAINS
— SS-# —
-PROPOSED SEWER MAINS
FULLY GRASS STABILIZED
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PAVED AREAS
OADWAY &DRAINAGE DETAILS
NWP #29
WETLAND FILL &
VEGETATED IMPACTS FOR
WINDPOINTE SUBDIVISION
SNEADS FERRY ONSLOW COUNTY NORTH CAROLINA
OWNER &DEVELOPER
A. SYDES CONSTRUCTION, INC.
100 CAROL/NA PLANTATION BLVD.
JACKSONVILLQ NC 28546
SCALE: NOT TO SCALE
DATE : 07/09/2020
PROJECT #: 2019 016
SHEET: 4 016

SILT FENCE NOTES
1. WIRE SHALL SEA MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
2. FILTER FABRIC SHALL BEA MINIMUM OF 36" IN WIDTH AND SHALL BE
FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE
ENGINEER.
3. STEEL POSTS SHALL BE 5' IN HEIGHT AND SHALL BE OF THE
SELF -FASTENER ANGLE STEEL TYPE.
4. WIRE FABRIC SHALL BE FASTENED TO WOOD POSTS WITH NOT LESS
THAN #9 WIRE STAPLES 1-12' LONG.
EMPORARY SILT FENCE
FILTER
NOTES
1. PLACE STONE TO THE LINE AND DIMENSION SHOWN IN THE PLAN ON A
FILTER FABRIC FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW
NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL
BANKS
1.5'
2' MAX AT
CENTER
i 4' TO 6
CROSS -SECTIONAL VIEW
DESIGN CRITERIA
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP
WATER FROM CUTTING AROUND THE ENDS OF THE CHECK DAM.
1. KEEP A MAXIMUM HEIGHT OF 2 FEET AT THE CENTER OF
4, SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT
THE DAM.
THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF
2. KEEP THE CENTER OF THE CHECK DAM AT LEAST 9 INCHES
THE UPPER DAM.
LOWER THAN THE OUTER EDGES AT NATURAL GROUND
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY
ELEVATION.
FLOW THAT COULD CAUSE EROSION.
3. KEEP THE SIDE SLOPES OF THE DAM A T 2:1 OR FLATTER
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM
4. ENSURE THAT THE MAXIMUM SPACING BETWEEN DAMS
IS STABLE.
PLACES THE TOE OF THE UPSTREAM DAM AT THE SAME
7. ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT
ELEVATION AS THE TOP OF THE DOWNSTREAM DAM.
ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO DAMAGE
5. STABILIZE OUTFLOW AREAS ALONG THE CHANNEL TO
OR BLOCKAGE FROM DISPLACED STONES.
RESIST EROSION.
8. PURPOSE. TO REDUCE EROSION IN A CHANNEL BY REDUCING THE
6. USE NCDOT CLASS B STONE AND LINE THE UPSTREAM SIDE
VELOCITY OF FLOW.
OF THE DAM WITH NCDOT #5 OR #57 STONE.
9. DO NOT USE CHECK DAM IN INTERMITTENT OR PERENNIAL STREAMS.
7. KEY THE STONE INTO THE DITCH BANKS AND EXTEND IT
10. SEE DENR STANDARDS & SPECS. FOR COMPLETE DESIGN CRITERIA &
BEYOND THE ABUTMENTS A MINIMUM OF 1.5 FEET TO
MAINTENANCE.
AVOID WASHOUT FROM OVERFLOW AROUND THE DAM.
TEMPORARY GRAVEL & RIP -RAP CHECK DAM
DRAWING INDEX
SHEET
NAME
1
VICINITY & INDEX PLAN
2
PLAN & PROFILE SITE A"
3
PLAN & PROFILE SITE B'
4
ROADWAY & DRAINAGE DETAILS
5-6
EROSION CONTROL DETAILS
SITE IMPACTS DATA TABLE
Site ID
I Im act Areas
m t Area ac
Descr7 lion
A
"20.022
404/401 FiA Area 6' ddch. 150'lengM C4 irn CI
A
15132
0.350
50' V elated Setback FiV SA Waters
B
606
0,014
404i40 }Fill For P Sltele
' CONCRETE FLARED
v �LO�J END SECTION
(DIMENSIONS MAY VARY)
`-SEE STORM DRAIN TRENCHING
DETAIL FOR BEDDING
RIP RAP APRON
NON -WOVEN GEOTEXTILE FABRIC
NOTES: /�
1. FLARED END SECTIONS MAYOR MAY NOT BE USED. REFER TO ,� \\�\
PLAN DRAWINGS AND/OR CONTACT THE ENGINEER FOR ���.��
FLARED END LOCATIONS. '\ / 1.5 X davg OF 6" MINIMUM BURY
2. PIPE END TREATMENT WITHOUT FLARED END SECTION TO BE
INSTALLED IN A SIMILAR FASHION TO THIS DETAIL.
COIR FIBER
WATTLE
MA
TEMPORARY COIR FIBER WATTLE
CROSS SECTION DOWNSLOPE
TRAPEZOIDAL DITCH STAKE
Pp�EMENt
k-SEEINSETA
\ EDGE OF PAVEMENT
O\G0
5
BACK \
SLOPE v
- IMPACT AREAS
- ROADWAY 4
- ASPHALT AREAS
------------ - PROPOSED LOT LINES
- PROPOSED LOTS
N:m
PROPOSED STORM DRAIN
PROPOSED DITCH LINES
ry$
PROP. RIP RAP SLOPE PROTECTION
_ 404 WETLAND LINE
- - - - BLUE -LINE STREAM f
LD
LIMITS OF DISTURBANCE
-------- STREAM TOP OF BANK +-,-
-TEMPORARY SILT FENCE
50' VEGETATED SETBACKS
® ®
-TEMP. WATTLE /CHECK DAM
PROPOSED CONTOURS
PROPOSED WATER MAINS
- SS-# -
PROPOSED SEWER MAINS
-EXISTING CONTOURS
LIND
�LIitIIIItl!/�
E• c SEAL
- C-438 $ =
```
918
FINAL DRA WINGS
Release�;p
ermitsonly,
not releasr construction. j
NOTES:
1. USE MINIMUM 121N. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE.
2. USE 2 FT WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION.
3. ONL Y INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND
WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
4. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE
TO WEDGE WATTLE TO BOTTOM OF DITCH.
5. PROVIDE STAPLES MADE OF 0. 1251N. DIAMETER STEEL WIRE FORMED INTO A
U-SHAPE NOT LESS THAN 12" IN LENGTH.
6. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF
WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
7. INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE NC DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS.
6. WATTLES TO BE USED WHERE LONGITUDANAL DITCHISWALE SLOPES DO NOT
EXCEED 3% AND/OR AS SHOWN IN THE PLANS.
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EROSION CONTROL DETAILS
NWP #29
WETLAND FILL &
VEGETATED IMPACTS FOR
WINDPOINTE SUBDIVISION
SNEADS FERRY ONSLOW COUNTY NORTH CAROLINA
OWNER & DEVELOPER
A. SYDES CONSTRUCTION, INC.
100 CAROLINA PLANTATION BLVD.
JACKSONVILLE, NC 28546
SCALE: AS SHOWN
DATE: 0710912020
PROJECT#: 2019 016
SHEET: 5o16

INFLOW SWPLE
INFLOW STRUCTURE
TEMPORARY SEDIMENT BASIN DETAIL
VFREEBOARD
BAFFLES CROSS-SECTION VIEW
1
MLI
DEWATERING ZONE
SEDIMENT
STORAGE ZONE
(CLEANOUT DEPTH)
PVC VENT
PVC END CAP
PVC ELBOW
PIPE
WATER SURFACE
PVC END CAP
SCHEDULE40
PVC PIPE
PVC TEE
PVC 7EE
FLEXIBLE
HOSE 1
END VIEW
FRONT VIEW
NOTES:
i. SKIMMER SHALL BE INSTALLED AS SOON AS BASIN,
OUTLET POINT GRADING, AND OUTLET STRUCTURE ARMASSEMBLY
IS INSTALLED AND SHALL REMAIN IN PLACE UNTIL
SUCH TIME THAT THE PROJECT GRADING IS
COMPLETE AND GROUND COVER ESTABLISHED.
2 CONTRACTOR SHALL INSPECT THE SKIMMER "C'ENCLOSURE
DEVICE AFTER EVERY RAIN EVENT TO ENSURE
THAT IT IS FUNCTIONING PROPERLY AND
WITHDRAWING WATER FROM THE WATER
SURFACE. IN THE EVENT THAT THE SKIMMER IS
NOT FUNCTIONING PROPERLY, THE CONTRACTOR PERSPECTIVE VIEW WATERENTRYUNIT
SHALL REPAIR PRIOR TO CONTINUANCE OF
PROJECT GRADING OPERATIONS.
BASIN SKIMMER DEVICE
DRAPEBAFREMATERIAL OVFRWRESM41VD
AND SECURE W/7HPLASTIC 7IESATPOS7S
AND ON W7REEWRY 12'
a ENT 1 9 GAUGEM/NHIGH
RGENCY
LWAY
EMBANKMENT
EMERGENCY
SPILLWAY
SCHEDULE40
PVC PIPE
ORIFICE
PLATE
DRAWING INDEX
SHEET NAME
1 VICINITY& INDEX PLAN
2 PLAN & PROFILE SITE A"
3 PLAN & PROFILE SITE B'
4 ROADWAY & DRAINAGE DETAILS
5-6 EROSION CONTROL DETAILS
SITE IMPACTS DATA TABLE
Site1D Im act Areas m tArea ac Description
A 952 0.022 404/401 FiN Area 6' drich 150' le th of impact)
A 15132 0.350 50' V etated Setback FiA SA Waters
8 606 0.014 404/401 Fill For Pt ed SNele
7ENSI0NW7RES7R4ND
SHALL BE SECURED -
TO POST TD SUPPORT
BAFFLEMATERIW
3'
NOTES:
1. INSTALL THREE (3) COIR FIBER BAFFLES
IN SILT BASINS AND SEDIMENT DAMS AT
DRAINAGE OUTLETS WITH A SPACING OF
} OF THE BASIN LENGTH.
2. TWO (2) COIR FIBER BAFFLES CAN BE
INSTALLED IN SILT BASINS AND DAMS
LESS THAN 20 FT. IN LENGTH WITH A
SPACING OF 1/3 THE BASIN LENGTH.
3. TOP HEIGHT OF COIR FIBER BAFFLES
SHALL NOT BE BELOW BASE OF
EMERGENCY SPILLWAY ELEVATION.
INSTALL T-POST TO ANCHOR
BAFfLE TO SIDE OF84SIN AND
SECURE TO VER7/C4L POST
4 MAX
SECURE BOT70M OF BAFFL E
TO GROUND WITH 12" STAPLES
AT 12'MAX/MUMSPAC/NG
11 GAUGE
LANDSCAI
STAPLE
-III—I I I� f I—jjjI
BAFFLE MATERIAL SHALL BE SECURED
TO 7HEBOTTOMAND SIDES 0FB4SI1V
USING f2'L4N0SCAPES7APLES
COIR FIBER BAFFLE DETAIL
VAR/ABLEDEPTH
BAFFLEMATER/AL
SEDIMENT BASIN SIZING & TABULATIONS
Basin ID Drainage Area Disturbed Area Q ss" Req d Surface Area Prov. Surface Area Rer)'d Storage Volume Prov. Storage Volume Sediment Basin Dimensions Faircfolh
# cfs sf = Q ss x 325 sJ st cft=Dist. ac x iti00 ck ck Len th k Width R H ' ht k CO th k Skim. Size in.
SB-84 0.37 0.37 1.5 500 512 666 1024 32 18 2 1 1.5"
SB-68 0.37 0.37 1.5 500 512 666 I f024 32 18 2 1 1.5"
LEGEND
- IMPACT AREAS
-- -ROADWAY 4 � -ASPHALT AREAS
PROPOSED LOT LINES
- PROPOSED LOTSPROPOSED STORM DRAIN
--- -PROPOSED DITCH LINES 404 WETLAND LINE -PROP. RIP RAP SLOPE PROTECTION
— -
— — — — -BLUE-LINE STREAM E LD -LIMITS OF DISTURBANCE
- — — — — — — - -STREAM TOP OF BANKTEMPORARY SILT FENCE
- 50' VEGETATED SETBACKS
® ® -TEMP. WATTLE /CHECK DAM
- PROPOSED CONTOURS -PROPOSED WATER MAINS
EXISTING CONTOURS —" SS-# -- -PROPOSED SEWER MAINS
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EROSION CONTROL DETAILS
SITE IMPACTS DATA TABLE
Site1D Im act Areas m tArea ac Description
A 952 0.022 404/401 FiN Area 6' drich 150' le th of impact)
A 15132 0.350 50' V etated Setback FiA SA Waters
8 606 0.014 404/401 Fill For Pt ed SNele
7ENSI0NW7RES7R4ND
SHALL BE SECURED -
TO POST TD SUPPORT
BAFFLEMATERIW
3'
NOTES:
1. INSTALL THREE (3) COIR FIBER BAFFLES
IN SILT BASINS AND SEDIMENT DAMS AT
DRAINAGE OUTLETS WITH A SPACING OF
} OF THE BASIN LENGTH.
2. TWO (2) COIR FIBER BAFFLES CAN BE
INSTALLED IN SILT BASINS AND DAMS
LESS THAN 20 FT. IN LENGTH WITH A
SPACING OF 1/3 THE BASIN LENGTH.
3. TOP HEIGHT OF COIR FIBER BAFFLES
SHALL NOT BE BELOW BASE OF
EMERGENCY SPILLWAY ELEVATION.
INSTALL T-POST TO ANCHOR
BAFfLE TO SIDE OF84SIN AND
SECURE TO VER7/C4L POST
4 MAX
SECURE BOT70M OF BAFFL E
TO GROUND WITH 12" STAPLES
AT 12'MAX/MUMSPAC/NG
11 GAUGE
LANDSCAI
STAPLE
-III—I I I� f I—jjjI
BAFFLE MATERIAL SHALL BE SECURED
TO 7HEBOTTOMAND SIDES 0FB4SI1V
USING f2'L4N0SCAPES7APLES
COIR FIBER BAFFLE DETAIL
VAR/ABLEDEPTH
BAFFLEMATER/AL
SEDIMENT BASIN SIZING & TABULATIONS
Basin ID Drainage Area Disturbed Area Q ss" Req d Surface Area Prov. Surface Area Rer)'d Storage Volume Prov. Storage Volume Sediment Basin Dimensions Faircfolh
# cfs sf = Q ss x 325 sJ st cft=Dist. ac x iti00 ck ck Len th k Width R H ' ht k CO th k Skim. Size in.
SB-84 0.37 0.37 1.5 500 512 666 1024 32 18 2 1 1.5"
SB-68 0.37 0.37 1.5 500 512 666 I f024 32 18 2 1 1.5"
LEGEND
- IMPACT AREAS
-- -ROADWAY 4 � -ASPHALT AREAS
PROPOSED LOT LINES
- PROPOSED LOTSPROPOSED STORM DRAIN
--- -PROPOSED DITCH LINES 404 WETLAND LINE -PROP. RIP RAP SLOPE PROTECTION
— -
— — — — -BLUE-LINE STREAM E LD -LIMITS OF DISTURBANCE
- — — — — — — - -STREAM TOP OF BANKTEMPORARY SILT FENCE
- 50' VEGETATED SETBACKS
® ® -TEMP. WATTLE /CHECK DAM
- PROPOSED CONTOURS -PROPOSED WATER MAINS
EXISTING CONTOURS —" SS-# -- -PROPOSED SEWER MAINS
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EROSION CONTROL DETAILS
7ENSI0NW7RES7R4ND
SHALL BE SECURED -
TO POST TD SUPPORT
BAFFLEMATERIW
3'
NOTES:
1. INSTALL THREE (3) COIR FIBER BAFFLES
IN SILT BASINS AND SEDIMENT DAMS AT
DRAINAGE OUTLETS WITH A SPACING OF
} OF THE BASIN LENGTH.
2. TWO (2) COIR FIBER BAFFLES CAN BE
INSTALLED IN SILT BASINS AND DAMS
LESS THAN 20 FT. IN LENGTH WITH A
SPACING OF 1/3 THE BASIN LENGTH.
3. TOP HEIGHT OF COIR FIBER BAFFLES
SHALL NOT BE BELOW BASE OF
EMERGENCY SPILLWAY ELEVATION.
INSTALL T-POST TO ANCHOR
BAFfLE TO SIDE OF84SIN AND
SECURE TO VER7/C4L POST
4 MAX
SECURE BOT70M OF BAFFL E
TO GROUND WITH 12" STAPLES
AT 12'MAX/MUMSPAC/NG
11 GAUGE
LANDSCAI
STAPLE
-III—I I I� f I—jjjI
BAFFLE MATERIAL SHALL BE SECURED
TO 7HEBOTTOMAND SIDES 0FB4SI1V
USING f2'L4N0SCAPES7APLES
COIR FIBER BAFFLE DETAIL
VAR/ABLEDEPTH
BAFFLEMATER/AL
SEDIMENT BASIN SIZING & TABULATIONS
Basin ID Drainage Area Disturbed Area Q ss" Req d Surface Area Prov. Surface Area Rer)'d Storage Volume Prov. Storage Volume Sediment Basin Dimensions Faircfolh
# cfs sf = Q ss x 325 sJ st cft=Dist. ac x iti00 ck ck Len th k Width R H ' ht k CO th k Skim. Size in.
SB-84 0.37 0.37 1.5 500 512 666 1024 32 18 2 1 1.5"
SB-68 0.37 0.37 1.5 500 512 666 I f024 32 18 2 1 1.5"
LEGEND
- IMPACT AREAS
-- -ROADWAY 4 � -ASPHALT AREAS
PROPOSED LOT LINES
- PROPOSED LOTSPROPOSED STORM DRAIN
--- -PROPOSED DITCH LINES 404 WETLAND LINE -PROP. RIP RAP SLOPE PROTECTION
— -
— — — — -BLUE-LINE STREAM E LD -LIMITS OF DISTURBANCE
- — — — — — — - -STREAM TOP OF BANKTEMPORARY SILT FENCE
- 50' VEGETATED SETBACKS
® ® -TEMP. WATTLE /CHECK DAM
- PROPOSED CONTOURS -PROPOSED WATER MAINS
EXISTING CONTOURS —" SS-# -- -PROPOSED SEWER MAINS
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not released, for construction.
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EROSION CONTROL DETAILS
LEGEND
- IMPACT AREAS
-- -ROADWAY 4 � -ASPHALT AREAS
PROPOSED LOT LINES
- PROPOSED LOTSPROPOSED STORM DRAIN
--- -PROPOSED DITCH LINES 404 WETLAND LINE -PROP. RIP RAP SLOPE PROTECTION
— -
— — — — -BLUE-LINE STREAM E LD -LIMITS OF DISTURBANCE
- — — — — — — - -STREAM TOP OF BANKTEMPORARY SILT FENCE
- 50' VEGETATED SETBACKS
® ® -TEMP. WATTLE /CHECK DAM
- PROPOSED CONTOURS -PROPOSED WATER MAINS
EXISTING CONTOURS —" SS-# -- -PROPOSED SEWER MAINS
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EROSION CONTROL DETAILS
NWP #29
WETLAND FILL &
VEGETATED IMPACTS FOR
WINDPOINTE SUBDIVISION
SNEADS FERRY ONSLOW COUNTY NORTH CAROLINA
OWNER &DEVELOPER
A. SYDES CONSTRUCTION, INC.
100 CAROLINA PLANTATION BLVD.
JACKSONVILLE, NC 28546
SCALE; AS SHOWN
DATE: 07,1092020
PROJECT p: 2019 016
SHEET: 606

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-00558 County: Onslow U.S.G.S. Quad: NC- Sneads Ferry
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Applicant: Anthony Sydes Construction Agent: Pittman Soil
Anthony Sveds Haywood Pittman
PO Box 7122 PO Box 1387
Jacksonville, NC 29540 Richlands, NC 28574
Size (acres) 96 Nearest Town Sneads Ferry
Nearest Waterway Fullard Creek River Basin Onslow Bay
USGS HUC 03020302 Coordinates Latitude: 34.532590
Longitude:-77.401602
Location description: Proaertv is located south of the intersection of Old Folkstone Road and Ennett Lane in Sneads Ferrv,
Onslow County, North Carolina.
Indicate Which of the Followine Analy:
A. Preliminary Determination
® There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. Therefore
this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory
mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection
measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any
way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may
request an approved JD, which is an appealable action, by contacting the Corps district for further instruction.
❑ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction overall of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
❑ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
❑ There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
❑The waters, including wetlands on your project areaiproperty have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. We strongly
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once

SAW-2020-00558
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
El The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
❑ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
® The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in in Wilmington, NC, at [phone] to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Rachel Canito at (910)"251-4487 or
Rachel.A.Caoito(a.usace.a rmv. m il.
C. Basis For Determination: Basis For Determination: See the areliminary jurisdictional determination
form dated 04/28/2020.
D. Remarks: None.
E. Attention USDA Program Participants
This del ineation/determ i nation has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The del ineation/determ i nation may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by Not a[mlicable.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
CAPfTO.RACMELANN.15 by
C"Tow MLE MA1S%2767"
Corps Regulatory Official: 36276790 a.M 20MO421141748-UW
Date of JD: 4/0 28/2020 Expiration Date of JD: Not annlicable

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: AnthonN, Svdes Construction.:knthonN Seeds File Number: SAW-2020-00558 Date: 04/28/2020
Attached is:
See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission)
A
PROFFERED PERMIT (Standard Permit or Letter of permission)
B
PERMIT DENIAL
C
APPROVED JURISDICTIONAL DETERMINATION
D
®
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identities your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or hap: \„�,%.usace.army.mil/Missions/CivilWorks/RegulatoryProwam nndPennits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may acceptor object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive al I
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section Il of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal. Process by completing Section 11 of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed).
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Phillip Shannin, Administrative Appeal Review Officer
Attn: Rachel Capito
CESAD-PDO
Wilmington Regulatory Office
U.S. Army Corps of Engineers, South Atlantic Division
U.S Army Corps of Engineers
60 Forsyth Street, Room 1 OM 15
69 Darlington Avenue
Atlanta, Georgia 30303-8801
Wilmington, North Carolina 28403
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunit to participate in all site investigations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this firm to:
District Engineer, Wilmington Regulatory Division, Attn: Rachel Capito, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 04/28/2020
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Anthony Sydes Construction, Anthony
Syeds, PO Box 7122, Jacksonville, NC 28540
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District, Ennett Lane, SAW-2020-
00558
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: Property is located south of the
intersection of Old Folkstone Road and Ennett Lane in Sneads Ferry, Onslow County, North Carolina.
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES
AND/OR AQUATIC RESOURCES AT DIFFERENT SITES)
State: NC County: Onslow City: Sneads Ferry
Center coordinates of site (ladlong in degree decimal format): Latitude: 34.532590 Longitude:-77.401602
Universal Transverse Mercator:
Nam of nearest waterbody: Fullard Creek
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑Office (Desk) Determination. Date:
HField Determination. Date(s): 4/28/2020
TABLE OF AQUATIC RESOURCES I1N REVIEW AREA WHICH "MAY BE" SUBJECT TO
REGULATORY JURISDICTION
Site Number
Latitude
Longitude
Estimated
Type of aquatic
Geographic authority to
(decimal
degrees)
(decimal
degrees)
amount of
aquatic
resources (i.e.,
wetland VS.
which the aquatic
resource "may be"
resources in
non -wetland
subject (I.e., Section 404
review area
waters)
or Section 10/404)
(acreage: and
linear feet, if
applicable
WA
34.532590
-77.401602
15.33 acres
Wetland
Section 10/404
Stream 1
34.53799
-77.40061
1,429 linear feet
Non wetland
Section 404
waters
Stream 2
34.5348
-77.401335
984 linear feet
Non -wetland
Section 404
waters
Stream 3
34.53499
-77.39933
125 linear feet
Non -wetland
Section 404
waters
Stream 4
34.53S08
-77.39875
2,224 linear feet
Non -wetland
Section 404
waters
Stream 5
34.530657
-77.402811
1,903 linear feet
Non -wetland
Section 404
waters
Stream 6
34.52654
-77.397743
527 linear feet
Non -wetland
Section 404
waters

1. The Corps of Engineers believes that there may be jurisdictional aquatic resources in the
review area, and the requestor of this PJD is hereby advised of his or her option to request
and obtain an approved JD (AJD) for that review area based on an informed decision after
having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.
2. In any circumstance where a permit applicant obtains an individual permit, or a Nationwide
General Permit (NWP) or other general permit verification requiring "pre- construction
notification" (PCN), or requests verification for a non -reporting NWP or other general
permit, and the permit applicant has not requested an AJD for the activity, the permit
applicant is hereby made aware that: (1) the permit applicant has elected to seek a permit
authorization based on a PJD, which does not make an official determination of
jurisdictional aquatic resources; (2) the applicant has the option to request an AJD before
accepting the terms and conditions of the permit authorization, and that basing a permit
authorization on an AJD could possibly result in less compensatory mitigation being
required or different special conditions; (3) the applicant has the right to request an
individual permit rather than accepting the terms and conditions of the NWP or other
general permit authorization; (4) the applicant can accept a permit authorization and
thereby agree to comply with all the terms and conditions of that permit, including
whatever mitigation requirements the Corps has determined to be necessary; (5)
undertaking any activity in reliance upon the subject permit authorization without
requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6)
accepting a permit authorization (e.g., signing a proffered individual permit) or undertaking
any activity in reliance on any form of Corps permit authorization based on a PJD
constitutes agreement that all aquatic resources in the review area affected in any way by
that activity will be treated as jurisdictional, and waives any challenge to such jurisdiction
in any administrative or judicial compliance or enforcement action, or in any administrative
appeal or in any Federal court; and (7) whether the applicant elects to use either an AJD or
a PJD, the JD will be processed as soon as practicable. Further, an AJD, a proffered
individual permit (and all terms and conditions contained therein), or individual permit
denial can be administratively appealed pursuant to 33 C.F.R. Part 331. If, during an
administrative appeal, it becomes appropriate to make an official determination whether
geographic jurisdiction exists over aquatic resources in the review area, or to provide an
official delineation of jurisdictional aquatic resources in the review area, the Corps will
provide an AJD to accomplish that result, as soon as is practicable. This PJD finds that
there "may be" waters of the U.S. and/or that there "may be" navigable waters of the U.S.
on the subject review area, and identifies all aquatic features in the review area that could
be affected by the proposed activity, based on the following information:
SUPPORTING DATA. Data reviewed for PJD (check all that apply) Checked items are included in the administrative
record and are appropriately cited:

® Maps, plans, plots or plat submitted by or on behalf of the PJD requestor:
Map:
® Data sheets prepared/submitted by or on behalf of the PJD requestor. Datasheets:
®Office concurs with data sheets/delineation report.
❑Office does notconcur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑Corps navigable waters' study:
❑U.S. Geological Survey Hydrologic Atlas:
❑USGS NHD data:
❑USGS 8 and 12 digit HUC maps:
® U.S. Geological Survey map(s). Cite scale & quad name: 1:10001 Sueads Ferry
®Natural Resources Conservation Service Soil Survey. Citation: USDA Soil Survey Onslow County
❑National wetlands inventory map(s). Cite name:
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
❑Photographs: ❑ Aerial (Name & Date):
or ❑ Other (Name & Date):
❑Previous determination(s). File no. and date of response letter:
❑Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been verified by the Corns
and should not be relied upon for later iurisdictional determinations.
CAPrrO RACHEL. �"Unm
ANK1536276790
Signature and date of Regulatory
staff member completing PJD
04/28/2020
Signature and date of person requesting PJD
(REQUIRED, unless obtaining the signature is
impracticable) t
i Disuicts may establish dmeframss for requester to return signed PJD forms. lfthe requester does not respond within the established
tare Same, the district may presume concurrence and no additional follow up is necessary prior to finalizing an action.

Owner: A. SYDES CONSTRUCTION INC.
Address: ENNETT LANE TRACT
Location: SNEADS FERRY, ONSLOW Co
CAPITO.RACHEL.AN
N.1536276740 ow r�awas�i aoo
PITTMAN SOIL CONSULTING
PO BOX 1387
RICHLANDS, NC 28574
910-330-2794
PITTMANSOILnYAHOO.COM
. o0 7so'
APPRO\ SCALE 1"=500'

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
Mr. Haywood Pittman
Pittman Soil Consulting
P.O. Box 1387
Richlands, NC 28574
NORTH CAROLINA
Environmental Quality
January 7, 2020
Subject: Stream Determination # Onslow 2020.001
Thompson Farms site, Ennett Lane, in Sneads Ferry, Onslow County
Fullard Creek
Dear Haywood:
On January 3, 2020, at your request and in attendance with Mr. Tyler Pittman and Mr. Brandon Brown with Pittman
Soil Consulting, and Robb Mairs and Tyler Benson, NC Division of Water Resource (NCDWR) staff, conducted an on -
site determination of the existing streams located at the Thompson Farms site location. The enclosed signed drawing
dated on January 7, 2020 depicts the flagged Ephemeral/Intermittent (E/I points) and whether a feature has been
determined to be a stream or not. This drawing has been signed and is valid for 5 years.
This on -site determination shall expire five (5) years from the date of this letter. Landowners or other affected
parties that dispute a determination made by DWR or a delegated Local Authority may request a determination
by the Director. An appeal request must be made within sixty (60) calendar days of the date of this letter or
from the date the affected party (including downstream and/or adjacent owners) is notified of this letter. A
request for determination by the Director shall be referred to the Director in writing c/o Mac Haupt or Paul
Wojoski, DWR 401 & Buffer Permitting Unit,1617 Mail Center, Raleigh, NC 27699-1617. This determination is final
and binding unless you ask for a hearing within 60 days.
The owner/future owners should notify the Division (including any other local, state and federal agencies) of this
determination concerning any future correspondence regarding the subject property. This project may require a
Section 404/401 Water Quality Certification for the proposed activity. Any inquiries should be directed to Robb Mairs
of DWR at 910.796.7303 or Robb. Mairs cbncdenr.gov and Rachel Capito of the U.S. Army Corps of Engineers at
910.251.4487 or Rachel.A.Capito cDusace.army.mil.
Sincerel Dmuftned by:
r
otal� i�t aiV S
Robb Ma 07E3C01E15644EC...
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDWR
Enclosure: Supporting Maps
Cc: Rachel Capito, US Army Corps of Engineers, Wilmington Field Office - EC
Paul Wojoski, 401 Wetlands and Buffers Unit- LF
North Carolina Department of Environmental Quality I Division of Water Resources
_ Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215

Soil Map—Onslow County, North Carolina
(Windpointe Soils Map)
34' 3Z 40' N
34' 31' 31' N
34' 3Z 47 N
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Nap Scale: 1:10,400 if printed on A putat (8.S' x 11") sheet
z Meoers �
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AFeet
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map projecoon: Web Meri2h)r cores ooudinaus: WC584 Edge bm: UTM Zone 18N WG584
USDA Natural Resources Web Soil Survey 1/6/2020
S Conservation Service National Cooperative Soil Survey Page 1 of 3
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