20160325 Ver 2_401 Application_20161118

THOMAS ENGINEERING, PA est 1983
civil engineering* land surveyingeproject management
To: NC Division of Environmental Quality
Division of Water Resources
943 Washington Square Mall
Washington, NC 27889
Attn: Anthony Scarbraugh
Environmental Senior Specialist
Re: Bluewater Rise
November 9. 2016
RECEIVED/NCDENR/DWR
NOV 15 2016
Water quality Regional
Operations Section
Washington Regional Office
Wetland Crossing (Fill,) PCN Application — 401 Cert &
Reference Action ID# SAW -2016-01597
Uue ; e Stre:d LL De`:;m t; n I3WR x#16-0325
Craven County, City of New Bern, North Carolina
2015-004
Dear Anthony,
P --lease find enclosed for the above referenced project for your review and approval one
(4) copies of the PCN form, four (4) copies of the plans, four (4) copies of all
lazzous a:cs ;tysG n.8', u::ta Us:a' tt;. j, Check, i:n '.Ile Z7is `._tit< :E �'i. fi' ;; vrX; :�
This Pre -Construction Notification application is for dual Nationwide 29 permit to fill
404 wetlands and for 401 Certification to fill approximately 0.001 acres of wetlands, as
well as for Riparian Buffer Authorization. Length of stream disturbance is 108 LF. Total
buffer disturbance is approximately 10,000 s£ Fill is minimized to the extent necessary
for the roadway crossing and for the ability to access future phases of this subdivision as
t,a- 1.. T ._- :,.,,] 4,,...] r,_.. al.._• r. c..:;,`.�.Y11
.t. a -.. a .�..� , d..a�.�. �..m . s: b Jr3 �..dga;t;r3 JV3aa be
required for this project.
A NWP 29 permit package is being sent the US Army Corps of Engineers under a
separate cover. 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,
Bobby Billingsley, PE
[e-mail]
Enclosures
1316-B Commerce Drive Road-P.O. Box 1309 -New Bern, NC 28563
Phone: [phone].Fax: [phone] -Website: ThomasEngineeringPA.eom

RECEIVED/NCDENR/DWR
°�Oq� w A 7-, Ov
NOV 15 2016
� r
1
Water Quality Regional
Operations Section
Washington Regional Office
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
Q 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑X Riparian 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 ❑X No
For the record only for Corps Hermit:
❑ 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 ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
0 Yes 0 No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Bluewater Rise
2b.
County:
Craven
2c.
Nearest municipality / town:
City of New Bern, NC
2d.
Subdivision name:
Bluewater Rise
2e.
NCDOT only, T.I.P. or state project no: I
n/a I'll8 2
3.
Owner Information p
3a.
Name(s) on Recorded Deed:
A. Sydes Construction, Inc. RP OUR ES
3b.
Deed Book and Page No.
DB 3404, PG 657
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)
4a. Applicant is:
Agent Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
John G. Thomas, PE
5b. Business name
(if applicable):
Thomas Engineering, PA
5c. Street address:
1316-B Commerce Drive
5d. City, state, zip:
New Bern, 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
4. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
7-106-001
1 b. Site coordinates (in decimal degrees):
ILatitude: 35.003765 Longitude: 77.033802
1 c. Property size:
577.26 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Brice Creek
2b. Water Quality Classification of nearest receiving water.
C; Sw; NSW (27-101-40-(1))
2c. River basin:
Neuse
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 site is undeveloped forested land. The vicinity of the site has some low density residential development to the north and undeveloped property
on all other sides.
3b. List the total estimated acreage of all existing wetlands on the property: 140
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 purposed of the project is to provide a roadway crossing for the proposed residential subdivision, from "Fenwick Isle" to "South Wind".
subdivision.
3e. Describe the overall project in detail, including the type of equipment to be used:
Excavators/backhoes, and similar construction equipment will be used to install pipe and bring up roadway fill.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
© Yes ❑ No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ❑X Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Gary Beecher
Agency/Consultant Company: USAGE
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Action ID# SAW -2016-01597
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
OYes © No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
© Yes ❑ No
6b. If yes, explain.
No know needed future wetlands disturbance known at this time.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands Q Streams —tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 P
Fill
Unknown
Yes
Corps
0.001
W2 -
Choose one
Choose one
Yes/No
W3 -
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6 -
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
0.001
2h. Comments:
58 sf of wetlands fill needed to support the right site fill slope will be needed. This area is limited to a small amount along the north edge as shown on
the plans.
3. Stream Impacts
If 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
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
'intermittent (INT)?
3e.
Type of
juyisdicbon
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
UT to Brice Creek
INT
DWQ
8
108
S2 -
Choose one
-
-
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
3h. Total stream and tributary Impacts
108
3i. Comments:
Center of existing ditch to be piped with reinforced concrete pipe as shown in the plans, buried slightly for aquatic life 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 indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
O1 -
Choose one
Choose
02
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or take Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. 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 any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑X Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
61 P
Fill to support roadway
UT to Brice Creek
No
6,411
3,583
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6,411
3,583
6i. Comments: Buffer clearing and fill required to make roadway crossing and support roadway, sidewalk, and shoulders.
Page 5 of 10

D. Impact Justification 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 crossing of the blue -line stream on the Bluewater Rise project, which is a multi -phase project. The blue -line stream extended
fully across the project, so it was necessary to cross for project continuation. Fill impacts are those necessary to make the crossing only. Only a small
triangle of 404 wetlands are impacted, totaling 0.001 acres of wetlands loss.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Silt fence and construction fencing wit[ be utilized to isolate the area. A check dam will be installed downstream of the proposed storm drain.
Stabilization will be completed as soon as the fill is brought up and slopes/shoulders graded out to plan elevations. Silt fencing will be maintained
daily.
2. Compensatory Mitigation 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 Q No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
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. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation flan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form —Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes QX No
6b. If 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
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
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,
permittee 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)
t. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
0 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.
Refer to executed State Stormwater Permit SW7160604.
❑X Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0 % UNKNOWN
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:
Stomtwater permits have been obtained for Fenwick Isle at Bluewater Rise. South Wind at Bluewater Rise is currently in design. Overall impervious
area of Bluewater Rise is not known, as the project is being built in phases_
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Low density stormwater permits have been obtained for Fenwick Isle at Bluewater Rise (SW7160604). South Wind at Bluewater Rise will be permitted
once full construction plans are complete. These projects include attenuation basins to limit post -developed peak flows. Fenwick Isle includes a curb
and guttered street section, while South Wind includes a standard shoulder street section.
2e. Who will be responsible for the review of the Stormwater Management Plan?
NCDEQ & City of New Bern
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
City of New Bern
❑ Phase II
❑ NSW
3b. Which of the following locally -implemented stormwater management programs
USMP
apply (check all that apply):
Water Supply Watershed
❑X Other: City Stormwater Permit
3c. Has the approved Stormwater Management Plan with proof of approval been
❑Yes ❑X No
attached?
4. DWQ Stormwater Program Review
NCoastal counties
C1H'QW
4a. Which of the following state -implemented stormwater management programs applyHSession
ORW
(check all that apply):
Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes Q No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
X❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑X Yes ❑ No
Page 8 of 1fl
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
Q No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
❑ No
(North Carol na) Environmental PoTicy Act (NEPA/SEPA)?
1 c.
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
letter.)
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
El Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B.0200)?
2b.
Is this an after-the-fact permit application?
El 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.
Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes
0 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 detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater
generated from
the proposed project, or available capacity of the subject facility
NCDEQ be by the City New Bern.
Proposed
lot wastewater will be treated by public sewer, permitted through and to owned and operated of
Page 9 of 10
PCN Form— Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirern6htj
5a. VVI( this project occur in or near an area with federaifyy protected species or
Q Yes IN 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?
S. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes © No
Bb. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
No fish in the ditch. Somtirnes wet, sornetirnes 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
.0 Yes No
status (e.g., National Historic Truss designation or properties AgnMcent An
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
8. Flood Zone Designation (Corps Requirement)
8a. WM this project occur in a FEMA-designated 100-yea► floodplain?
-T
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did,you use to make the floodplain determination?
Flood. insurance Rate Map 437204548600J.
John G. Thomas, PE
11/08/2016
Applicant/Agent's Printed Name[,�'Jlicant/Agenfs
Signature
Date
rtstre is valid only if an authorization
from the is
Page 10 of 10

THOMAS ENGINEERING, PA est 1983
civil engineering.land development.project management
AGENT AUTHORIZATION FORM
To Whom It May Concern:
I/we, the undersigned, registered property owners of the below noted property, do hereby
authorize Thomas Engineering, PA and John G. Thomas to act as our agent in the
determination of jurisdictional wetland boundaries on the subject property and to act on
our behalf and take all actions necessary for the processing, issuance and acceptance of
permitting or certification and any and all standard and special conditions attached
thereto. By way of this form, I/we additionally authorize access to the site by Thomas
Engineering, PA, contract consultant's of Thomas Engineering, PA, representatives of the
US Army Corps of Engineers (COE) and/or the North Carolina Division of Water
Resources (DWR) for the purpose of reviewing wetland boundaries, providing a
jurisdictional determination, and site review regarding processing of permits and
certifications. Any questions should be directed to Thomas Engineering, PA.
Property address and parcel ID number: Parcel No. 7-106-001 (Craven County)
Current property Owner name: A. Sydes Construction, Inc.
Owner address and phone number: 100 Carolina Plantations Blvd.
Jacksonville, NC 28546
Agent name:
Agent address and phone number:
A. Sydes Construction, Inc.
Property Owner's Name
thogy Sydes, President
ignig Qffiliaj j s Name & Title
Owner's Signature
Date
John G. Thomas, PE
Thomas Engineering, PA
P. O. Box 1309
New Bern, NC 28563
252-637-2727
i ohnthomas(a,,thomasengineeringpa.com
1316-B Commerce Drive.P.0. Box 1309 -New Bern, NC 28563
Phone: [phone].Fax: [phone] -Website: ThomasEngineeringPA.com

0 -
GENERAL NOTES
1. BOUNDARY INFORMATION IS AS PROVIDED ON THE MAP
ENTITLED "BOUNDARY MAP - A PORTION OF CRAVEN TRACT 32
WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY",
DATED DECEMBER 18, 2008, DAVID L. JONES, JR., PLS (L-3672),
AND RECORDED IN PLAT CABINET I, SLIDE 70-H OF THE
CRAVEN COUNTY REGISTRY.
2. DEED REFERENCE: DB 3404, PG 657.
3. ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS,
NO GRID FACTORS APPLIED,
4. THIS PLAT DOES NOT CREATE A SUBDIVISION OF LAND AND IS
A SURVEY OF AN EXISTING PARCEL OF LAND.
5. ADJACENT PROPERTY LINES ARE CONCEPTUAL IN NATURE
AND NOT SURVEYED LINES.
6. ELEVATIONS ARE BASED ON NA VD 1988.
7. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
6. 404 WETLAND INFORMATION AS SHOWN IS AS APPROVED BY
USACE WITH JURISDICTIONAL DETERMINATION ACTION ID:
SAW -2016-01597.
9. BLUE -LINE STREAMS AS SHOWN HEREIN ARE AS DETERMINED
BY NCDEQ AND AS SHOWN ON BLUE -LINE STREAM
DETERMINATION DWR#16-0325.
10. THIS CROSSING SITE DOES NOT SCALE WITHIN THE 100 YEAR
FLOOD HAZARD AREA AS SHOWN ON FLOOD INSURANCE RATE
MAP # 3720548600J, DATED JULY 2, 2004, AND AS ESTABLISHED
BY FEMA. THIS REPORT IN NO WAY SUPERCEDES THE ABOVE
MENTIONED FIRM.
11. THIS SITE IS NOT YET ADDRESSED.
12. THIS SUBDIVISION TO BE SERVED BY CITY OF NEW BERN
WATER AND SEWER,
room
equo
Know whaPs below.
Call before you dig.
CL
FUTURE
DEVELOPMENT
, ao
116fekl?op NB��FEP
3� R`Po
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36 ��pP
26
24691 SF
0.57 AC
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010;0'
L 20011 SF
21240 SF 0.46 AC
0.49 AC
42 \
21406 SF
0.49 AC
43
21368 SF
0.49 AC
VICINITY MAP
1": 3000'
3LUEWATER RISE 404
1
COVER & VICINITY MAP
BOUNDARY
SITE PLAN
3
CROSSING PROFILE A -A
4
CROSSING SECTION B -B
5
SEDIMENTATION & EROSION CONTROL DETAILS
33606 SF
DOCUMENT MAYBE REUSED, REPRODUCED OR
\27112
2 AC
0.77AC
47
U
h�
�\
TEMPORARY SILT FENCE
0.73A
OWNER/DEVELOPER
A. SYDES CONSTRUCTION, INC.
100 CAROLINA PLANTATIONS BLVD
404 WETLAND LINE
RECORDING, OR BYANY INFORMATION STORAGE
'TIN l�
JJJ GI•I
® TEMPORARYCHECKDAM
AND RETRIEVAL SYSTEM, WITHOUT PERMISSION IN
rn
RIPARIAN BUFFERS
D — PROPOSED WATER MAINS
96 SI TE o
PROJECT #: 2015W4 SHEET: 1 o15
"FENWICK ISLE'
_`---
(PHASE!)
GENERAL NOTES
1. BOUNDARY INFORMATION IS AS PROVIDED ON THE MAP
ENTITLED "BOUNDARY MAP - A PORTION OF CRAVEN TRACT 32
WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY",
DATED DECEMBER 18, 2008, DAVID L. JONES, JR., PLS (L-3672),
AND RECORDED IN PLAT CABINET I, SLIDE 70-H OF THE
CRAVEN COUNTY REGISTRY.
2. DEED REFERENCE: DB 3404, PG 657.
3. ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS,
NO GRID FACTORS APPLIED,
4. THIS PLAT DOES NOT CREATE A SUBDIVISION OF LAND AND IS
A SURVEY OF AN EXISTING PARCEL OF LAND.
5. ADJACENT PROPERTY LINES ARE CONCEPTUAL IN NATURE
AND NOT SURVEYED LINES.
6. ELEVATIONS ARE BASED ON NA VD 1988.
7. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
6. 404 WETLAND INFORMATION AS SHOWN IS AS APPROVED BY
USACE WITH JURISDICTIONAL DETERMINATION ACTION ID:
SAW -2016-01597.
9. BLUE -LINE STREAMS AS SHOWN HEREIN ARE AS DETERMINED
BY NCDEQ AND AS SHOWN ON BLUE -LINE STREAM
DETERMINATION DWR#16-0325.
10. THIS CROSSING SITE DOES NOT SCALE WITHIN THE 100 YEAR
FLOOD HAZARD AREA AS SHOWN ON FLOOD INSURANCE RATE
MAP # 3720548600J, DATED JULY 2, 2004, AND AS ESTABLISHED
BY FEMA. THIS REPORT IN NO WAY SUPERCEDES THE ABOVE
MENTIONED FIRM.
11. THIS SITE IS NOT YET ADDRESSED.
12. THIS SUBDIVISION TO BE SERVED BY CITY OF NEW BERN
WATER AND SEWER,
room
equo
Know whaPs below.
Call before you dig.
CL
FUTURE
DEVELOPMENT
, ao
116fekl?op NB��FEP
3� R`Po
0pN
36 ��pP
26
24691 SF
0.57 AC
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L 20011 SF
21240 SF 0.46 AC
0.49 AC
42 \
21406 SF
0.49 AC
43
21368 SF
0.49 AC
DRAWING INDEX
SHEET
NAME
1
COVER & VICINITY MAP
2
SITE PLAN
3
CROSSING PROFILE A -A
4
CROSSING SECTION B -B
5
SEDIMENTATION & EROSION CONTROL DETAILS
GENERAL NOTES
1. BOUNDARY INFORMATION IS AS PROVIDED ON THE MAP
ENTITLED "BOUNDARY MAP - A PORTION OF CRAVEN TRACT 32
WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY",
DATED DECEMBER 18, 2008, DAVID L. JONES, JR., PLS (L-3672),
AND RECORDED IN PLAT CABINET I, SLIDE 70-H OF THE
CRAVEN COUNTY REGISTRY.
2. DEED REFERENCE: DB 3404, PG 657.
3. ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS,
NO GRID FACTORS APPLIED,
4. THIS PLAT DOES NOT CREATE A SUBDIVISION OF LAND AND IS
A SURVEY OF AN EXISTING PARCEL OF LAND.
5. ADJACENT PROPERTY LINES ARE CONCEPTUAL IN NATURE
AND NOT SURVEYED LINES.
6. ELEVATIONS ARE BASED ON NA VD 1988.
7. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
6. 404 WETLAND INFORMATION AS SHOWN IS AS APPROVED BY
USACE WITH JURISDICTIONAL DETERMINATION ACTION ID:
SAW -2016-01597.
9. BLUE -LINE STREAMS AS SHOWN HEREIN ARE AS DETERMINED
BY NCDEQ AND AS SHOWN ON BLUE -LINE STREAM
DETERMINATION DWR#16-0325.
10. THIS CROSSING SITE DOES NOT SCALE WITHIN THE 100 YEAR
FLOOD HAZARD AREA AS SHOWN ON FLOOD INSURANCE RATE
MAP # 3720548600J, DATED JULY 2, 2004, AND AS ESTABLISHED
BY FEMA. THIS REPORT IN NO WAY SUPERCEDES THE ABOVE
MENTIONED FIRM.
11. THIS SITE IS NOT YET ADDRESSED.
12. THIS SUBDIVISION TO BE SERVED BY CITY OF NEW BERN
WATER AND SEWER,
room
equo
Know whaPs below.
Call before you dig.
CL
FUTURE
DEVELOPMENT
, ao
116fekl?op NB��FEP
3� R`Po
0pN
36 ��pP
26
24691 SF
0.57 AC
�0`
010;0'
L 20011 SF
21240 SF 0.46 AC
0.49 AC
42 \
21406 SF
0.49 AC
43
21368 SF
0.49 AC
SEE SHEET 2 FOR
CROSSING DETAIL
_ M�_
49
344D225 F
25244 SF
0.69 AC,/
%�~�04 ,.�S�SrIn.,°lj,JJ,
0.58 AC
9
3098 F
4 6
NEITHER THIS DOCUMENT NOR ANY PART OF THIS
0.71 AC
33606 SF
DOCUMENT MAYBE REUSED, REPRODUCED OR
\27112
2 AC
0.77AC
SEE SHEET 2 FOR
CROSSING DETAIL
_ M�_
W
404 WETLANDS i w _
vv W
BLVD
BLUgWATPUauc
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1160•P, Pus � SSR 11 p') �,�„� 40'(ANDSCAP p
) BERM —
._' _
100 50 0 100
(11 "X 17) f�
COPYRIGHT © 2016 BY THOMAS ENGINEERING P.A.
49
ALL RIGHTS RESERVED. THESE DRAWINGS ARE
25244 SF
INSTRUMENTS OF SERVICE AND AS SUCH REMAIN
%�~�04 ,.�S�SrIn.,°lj,JJ,
0.58 AC
THE PROPERTY OF THOMAS ENGINEERING P.A.
48
- ROADWAY e ASPHALT/SIDEWALK AREAS
F I
NEITHER THIS DOCUMENT NOR ANY PART OF THIS
SF
DOCUMENT MAYBE REUSED, REPRODUCED OR
\27112
2 AC
- PROPOSED STORM DRAIN
47
404 WETLANDS
31985
�\
TEMPORARY SILT FENCE
0.73A
OWNER/DEVELOPER
A. SYDES CONSTRUCTION, INC.
100 CAROLINA PLANTATIONS BLVD
404 WETLAND LINE
RECORDING, OR BYANY INFORMATION STORAGE
'TIN l�
JJJ GI•I
® TEMPORARYCHECKDAM
AND RETRIEVAL SYSTEM, WITHOUT PERMISSION IN
I
RIPARIAN BUFFERS
D — PROPOSED WATER MAINS
1
W
404 WETLANDS i w _
vv W
BLVD
BLUgWATPUauc
- _- (80' RNV
30'VEGETATE
BUFFER
FENWICK ISLE AT
BLUEWATER ISLE
OPEN SPACE
PROPOSED
PUMP STATION #1
-'`�� d
GRAPHIC SCALE COU1V-yC//VE '
1160•P, Pus � SSR 11 p') �,�„� 40'(ANDSCAP p
) BERM —
._' _
100 50 0 100
(11 "X 17) f�
COPYRIGHT © 2016 BY THOMAS ENGINEERING P.A.
BOUNDARY LINES PROPOSED CONTOURS
ALL RIGHTS RESERVED. THESE DRAWINGS ARE
INSTRUMENTS OF SERVICE AND AS SUCH REMAIN
%�~�04 ,.�S�SrIn.,°lj,JJ,
PHASE LINES ##'EXISTING CONTOURS
THE PROPERTY OF THOMAS ENGINEERING P.A.
,
w $`� °�"'�-.'� fr
- ROADWAY e ASPHALT/SIDEWALK AREAS
F I
NEITHER THIS DOCUMENT NOR ANY PART OF THIS
q�`
DOCUMENT MAYBE REUSED, REPRODUCED OR
SEAL
0147
- PROPOSED STORM DRAIN
TRANSMITTED IN ANY FORM OR BY ANY MEANS,
404 WETLANDS
ELECTRONIC OR MECHANICAL INCLUDING BUT NOT
�\
TEMPORARY SILT FENCE
LIMITED TO PHOTOCOPYING, MICROFILMING AND
OWNER/DEVELOPER
A. SYDES CONSTRUCTION, INC.
100 CAROLINA PLANTATIONS BLVD
404 WETLAND LINE
RECORDING, OR BYANY INFORMATION STORAGE
'TIN l�
JJJ GI•I
® TEMPORARYCHECKDAM
AND RETRIEVAL SYSTEM, WITHOUT PERMISSION IN
I
RIPARIAN BUFFERS
D — PROPOSED WATER MAINS
WRITING FROM THOMAS ENGINEERING P.A.
PROJECT #: 2015W4 SHEET: 1 o15
RIPARIAN BUFFER -- ss->; PROPOSED SEWER MAINS
FILL AREAS
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I
SCALE: 1": 100' DATE: 1110712016
PROJECT #: 2015W4 SHEET: 1 o15

\ 21
20 PROPOSED
ATTENUATION BASIN
S63° 14'36"W
20.74'
- Z 44
30225 SF
N89° 19'01"W 0.69 SF
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WETLAND FILL
58 SF
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404 WETLANDS N77°
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S86°16
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'FENWICK
(PHASEMH
L -.._.
GENERAL NOTES_
1. BOUNDARY INFORMATION IS AS PROVIDED ON THE MAP 6= CA\,
ENTITLED "BOUNDARY MAP - A PORTION OF CRAVEN TRACT 32A
WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY"�
, �6 Os O C,F 01,
�
DATED DECEMBER 18, 2008, DAVID L. JONES. JR., PLS (L-3672), Z 66 \ p > s
AND RECORDED IN PLAT CABINET/, SLIDE 70-H OF THE �' '�e' �`
CRAVEN COUNTY REGISTRY. Z i ;' °F acp cr m,
2. DEED REFERENCE: DB 3404, PG 657. �a6 Op se G�
3. ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS, 4 p" 9P a8�p TEMPORARY
NO GRID FACTORS APPLIED. CHECK DAM 20� AFF
4. THIS PLAT DOES NOT CREATE A SUBDIVISION OF LAND AND IS
A SURVEY OF AN EXISTING PARCEL OF LAND, TO \jF
5. ADJACENT PROPERTY LINES ARE CONCEPTUAL IN NATURE �P
ZO $
AND NOT SURVEYED LINES. a ,
6. ELEVATIONS ARE BASED ON NAVD 1988. �`Q P \ , `, TEMPORARY SILT
7. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT. -' FENCE
8 404 WETLAND INFORMATION AS SHOWN IS AS APPROVED BY ,-' ; `• o fp _ �6.
USACE WITH JURISDICTIONAL DETERMINATION ACTION ID: �\ S'S
SAW -2016-01597. >?O
9. BLUE -LINE STREAMS AS SHOWN HEREIN ARE AS DETERMINED
BY NCDEQ AND AS SHOWN ON BLUE -LINE STREAM
DETERMINATIONDWR#16-0325. 30
10. THIS CROSSING SITE DOES NOT SCALE WITHIN THE 100 YEAR RSP
FLOOD HAZARD AREA AS SHOWN ON FLOOD INSURANCE RATE P°
MAP # 3720548600J, DATED JULY 2, 2004, AND AS ESTABLISHED
BY FEMA. THIS REPORT IN NO WAY SUPERCEDES THE ABOVE Z 31Z? ss
MENTIONED FIRM.
11. THIS SITE IS NOT YET ADDRESSED. TEMPORARY SILT
12. THIS SUBDIVISION TO BE SERVED BY CITY OF NEW BERN FENCE
WATER AND SEWER.
0o� `'�g23 5� ��
Z � ®1i
GRAPHIC SCALEZ=
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n
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FILL AREA TABULATIONS
BUFFERS: ZONE 1 FILL - 6,411 SF (0.15 AC)
ZONE 2 FILL - 3,583 SF (0.08 AC)
WETLANDS: 404 WETLANDS FILL - 58 SF
(001 AC)
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ASPHALT/SIDEWALKAREAS �ti` pY��.O4QC Y+�'r � r�� O14Q� SSI f�• 9 f NATIONWIDE PERMIT #29
o�l�'��v FOR
r' PROPOSED STORM DRAIN H SEAL EAL
10147 BLUEWA TER RISE
o- -- TEMPORARY SILT FENCE C-438
CITY OF NEW BERN CRAVEN COUNTY NORTH CAROLINA
® TEMPORARY CHECK DAMy1��� ��t GJ; OWNER/DEVELOPER
t 1CA%�� ti, tt O +q I��° �titi A. SYDES CONSTRUCTION, INC.
— • • • . • — PROPOSED WATER MAINS t � (] [] titi tJ /� 1ty4titi 100 CAROLINA PLANTATIONS BLVD
PROPOSED SEWER MAINS JJJJ,II lI1"13S*`,�l~ JJJJ 7LIIIIt�'O1� SCALE: L,JAMCKSONVILLE,NC28546 DATE: 11/072016
PROJECT#:2015 604 SHEET: 2o15
BOUNDARY LINES
PHASE LINES
ROADWAY 4
404 WETLANDS
404 WETLAND LINE
RIPARIAN BUFFERS
RIPARIAN BUFFER
FILL AREAS
N oo
a
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ASPHALT/SIDEWALKAREAS �ti` pY��.O4QC Y+�'r � r�� O14Q� SSI f�• 9 f NATIONWIDE PERMIT #29
o�l�'��v FOR
r' PROPOSED STORM DRAIN H SEAL EAL
10147 BLUEWA TER RISE
o- -- TEMPORARY SILT FENCE C-438
CITY OF NEW BERN CRAVEN COUNTY NORTH CAROLINA
® TEMPORARY CHECK DAMy1��� ��t GJ; OWNER/DEVELOPER
t 1CA%�� ti, tt O +q I��° �titi A. SYDES CONSTRUCTION, INC.
— • • • . • — PROPOSED WATER MAINS t � (] [] titi tJ /� 1ty4titi 100 CAROLINA PLANTATIONS BLVD
PROPOSED SEWER MAINS JJJJ,II lI1"13S*`,�l~ JJJJ 7LIIIIt�'O1� SCALE: L,JAMCKSONVILLE,NC28546 DATE: 11/072016
PROJECT#:2015 604 SHEET: 2o15

VICINITY MAP 1": 3000'
404 r jjj✓✓✓ ..�:...
LUEWATER RISE
BOUNDARY
Is
r �J
v
z
s /
SIr -�
"FENWICK ISLE'
(PHASE 11
GENERAL NOTES
F
INFORMATION IS ASPROVIDED ON THE MAP
OUNDARY MAP - A PORTION OF CRAVEN TRACT 32
USER REAL ESTATE DEVELOPMENT COMPANY';EMBER 18, 2008, DAVID L. JONES, JR., PLS (L-3672),
DED IN PLAT CABINET 1, SLIDE 70-H OF THE
CRAVEN COUNTY REGISTRY.
2, DEED REFERENCE: DB 3404, PG 657.
3. ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS,
NO GRID FACTORS APPLIED.
4. THIS PLAT DOES NOT CREATE A SUBDIVISION OF LAND AND IS
A SURVEY OF AN EXISTING PARCEL OF LAND,
5. ADJACENT PROPERTY LINES ARE CONCEPTUAL IN NATURE
AND NOT SURVEYED LINES.
6. ELEVATIONS ARE BASED ON NAVD 1988.
7. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
8. 404 WETLAND INFORMATION AS SHOWN IS AS APPROVED BY
USACE WITH JURISDICTIONAL DETERMINATION ACTION ID:
SAW -2016-01597.
9. BLUE -LINE STREAMS AS SHOWN HEREIN ARE AS DETERMINED
BY NCDEQ AND AS SHOWN ON BLUE -LINE STREAM
DETERMINATION DWR#16-0325.
10. THIS CROSSING SITE DOES NOT SCALE WITHIN THE 100 YEAR
FLOOD HAZARD AREA AS SHOWN ON FLOOD INSURANCE RATE
MAP # 3720548600J, DATED JULY 2, 2004, AND AS ESTABLISHED
BY FEMA. THIS REPORT IN NO WAY SUPERCEDES THE ABOVE
MENTIONED FIRM.
11. THIS SITE IS NOT YET ADDRESSED.
12. THIS SUBDIVISION TO BE SERVED BY CITY OF NEW BERN
WATER AND SEWER.
24.0'
20.0'
16.0'
00
i
Z 12.0'
O
8.0'
Q
1..W
W
4.0'
BLUEWATER BLVD CROSSING -PROFILE A -A
- -- -
_ P19A _, _ P- 9B
--
EXISTING GRADE LINE (EG) -
-4.0' -
0+00
FINAL DRAWINGS
Released for permits only, GRAPHIC SCALE
not released for construction.11111111111110
20 10 0 20
(11"X17")
0+50
134 LF of 10" PVC G 0.
MH -12 -
RIM: 19.00' _
SUMP: -3.28'
INV IN: -3.18' - SS -14 - 10" PVC
INV OUT., -3.28'- SS -13 - 10" PVC
SS -14:397 LF of 10" PVC 0 0.
1+00 1+50
STATION
24.0'
20.0'
16.0'
F
co
4
12.0' Z
0
8.0' i�:
W
W
4.0'
-4.0'
2+00
•
Know whars below.
Call before you dig.
M
00
C1
N
(A)
•
BOUNDARYLINES PROPOSED CONTOURS
FILL AREA TABULATIONS
PHASE LINES ##' EXISTING CONTOURS
BLUE -LINE STREAM CROSSING
$O�u $S7l�Ir''p
�ti~~�,�O�p o� tom,,!
BUFFERS: ZONE 1 FILL - 6,411 SF (0.15 AC)
M 4 G SEAL ~a SEAL 9�. `r
- ROADWAY 4 � - ASPHALT/SIDEWALK AREAS
ZONE 2 FILL - 3,583 SF (0.08 AC)
C-438 10147
404 WETLANDS PROPOSED STORM DRAIN
BLUEWA TER RISE
CITY OF NEW BERN CRAVEN COUNTY NORTH CAROLINA
f /'.A �-.�^V y,.`
�jl� �r�rrim�ntri�� ti
TEMPORARY SILT FENCE
WETLANDS: 404 WETLANDS FILL - 58 SF
�1 111111111 ti'ti, 1 Q'
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lltlt T �1�
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II
404 WETLAND LINE
(001 AC)
98,3 1Y 1,111
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� RIPARIAN BUFFERS ® TEMPORARY CHECK DAM
_
SCALE: 1" : 20' DATE : 11'OZ/2016
PROJECT#: 2015004 SHEET: 30f5
- PROPOSED WATER MAINS
RIPARIAN BUFFER PROPOSED SEWER MAINS
FILL AREAS
MH -12 -
RIM: 19.00' _
SUMP: -3.28'
INV IN: -3.18' - SS -14 - 10" PVC
INV OUT., -3.28'- SS -13 - 10" PVC
SS -14:397 LF of 10" PVC 0 0.
1+00 1+50
STATION
24.0'
20.0'
16.0'
F
co
4
12.0' Z
0
8.0' i�:
W
W
4.0'
-4.0'
2+00
•
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Call before you dig.
M
00
C1
N
(A)
•
CROSSING PROFILE A -A
„III,r
`�11t1I11I7111t`f `,11i (r!`
����GINEEIpjr .��Y' �ARoL'`f!
r� f
jfrrrff
BLUE -LINE STREAM CROSSING
$O�u $S7l�Ir''p
�ti~~�,�O�p o� tom,,!
NATIONWIDE PERMIT #29
M 4 G SEAL ~a SEAL 9�. `r
FOR
C-438 10147
BLUEWA TER RISE
CITY OF NEW BERN CRAVEN COUNTY NORTH CAROLINA
f /'.A �-.�^V y,.`
�jl� �r�rrim�ntri�� ti
OWNER/DEVELOPER
CONSTRUCTION,
�1 111111111 ti'ti, 1 Q'
�'ti
lltlt T �1�
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II
A. SYDES INC.
100CAROLINA PLANTATIONSBLVD
JACKSONVILLE, NC 28546
98,3 1Y 1,111
G' T>O
Jr
_
SCALE: 1" : 20' DATE : 11'OZ/2016
PROJECT#: 2015004 SHEET: 30f5

VICINITY MAP 1'•:3000-
RI_UEWATER RISE
IOI
BOUNDARY .•
03
r'
404 Q
R�0 1-9o�SI i a
\, J
'FENWICK ISLE" _,�` O
(PHASE q _.
GENERAL NOTES
1. BOUNDARY IN96R IOW IS AS PROVIDED ON THE MAP
ENTITLED "BOUNDARY MAP - A PORTION OF CRAVEN TRACT 32
WEYERHAEUSER REAL ESTATE DEVELOPMENT COMPANY",
DATED DECEMBER 18, 2008, DAVID L JONES, JR., PLS (L-3672),
AND RECORDED IN PLAT CABINET I, SLIDE 70-H OF THE
CRAVEN COUNTY REGISTRY.
2. DEED REFERENCE: DB 3404 PG 657.
3. ALL DISTANCES ARE HORIZONTAL GROUND MEASUREMENTS,
NO GRID FACTORS APPLIED.
4. THIS PLAT DOES NOT CREATE A SUBDIVISION OF LAND AND IS
A SURVEY OF AN EXISTING PARCEL OF LAND.
5. ADJACENT PROPERTY LINES ARE CONCEPTUAL IN NATURE
AND NOT SURVEYED LINES.
6. ELEVATIONS ARE BASED ON NA VD 1988.
7. EXISTING CONTOUR INTERVALS SHOWN ARE AT ONE FOOT.
8. 404 WETLAND INFORMATION AS SHOWN IS AS APPROVED BY
USACE WITH JURISDICTIONAL DETERMINATION ACTION ID:
SAW -2016-01597.
9. BLUE -LINE STREAMS AS SHOWN HEREIN ARE AS DETERMINED
BY NCDEQ AND AS SHOWN ON BLUE -LINE STREAM
DETERMINATION DWR#16-0325.
10, THIS CROSSING SITE DOES NOT SCALE WITHIN THE 100 YEAR
FLOOD HAZARD AREA AS SHOWN ON FLOOD INSURANCE RATE
MAP # 3720548600J, DATED JULY 2, 2004, AND AS ESTABLISHED
BY FEMA. THIS REPORT IN NOWAY SUPERCEDES THE ABOVE
MENTIONED FIRM.
11. THIS SITE IS NOT YET ADDRESSED.
12. THIS SUBDIVISION TO BE SERVED BY CITY OF NEW BERN
WATER AND SEWER.
20.0'
16.0'
12.0'
FINAL DRAWINGS
Released for permits only, GRAPHIC SCALE
not released for construction.
20 10 0 20
—
(11" X 17")
BLUEWATER BLVD SECTION - SECTION B -B
0+00
EXISTING CONTOURS
PROPOSED CL GRADE LINE
PROPOSED SIDEWALK
PROPOSED ROADWAY
PHASE LINES
BUFFERS: ZONE 1 FILL - 6,411 SF (0.15 AC)
TEMPORARY SILT FENCE
- ROADWAY 4
ZONE 2 FILL - 3,583 SF (0.08 AC)
�%\/\\/\\/ / Vii• \ \\/\\/\,/ �\\/\\/
��,
WETLANDS: 404 WETLANDS FILL - 58 SF
404 WETLAND LINE
3:1 FILL SLOPE
3:1 FILL SLOPE
40POSW FILL
FILL AREAS
\ROPO
PO SED P -19A B P -19B - 36"RCP
\/\�/
\//
/\�/\ \
/
\ \ \ \
% 1j%//
I\ v/VA/
EXISTING GROUND
0+00
0+50
PROPOSED CONTOURS
##'
EXISTING CONTOURS
BOUNDARY L INES
FILL AREA TABULATIONS
C'
PHASE LINES
BUFFERS: ZONE 1 FILL - 6,411 SF (0.15 AC)
TEMPORARY SILT FENCE
- ROADWAY 4
ZONE 2 FILL - 3,583 SF (0.08 AC)
404 WETLANDS
WETLANDS: 404 WETLANDS FILL - 58 SF
404 WETLAND LINE
(001 AC)
RIPARIAN BUFFERS
RIPARIAN BUFFER
FILL AREAS
0+50
PROPOSED CONTOURS
##'
EXISTING CONTOURS
ASPHALT/SIDEWALK AREAS
C'
PROPOSED STORM DRAIN
TEMPORARY SILT FENCE
®
TEMPORARY CHECK DAM
— PROPOSED WATER MAINS
- PROPOSED SEWER MAINS
1+00
STATION
20.0'
16.0'
12.0'
1+50
C
0
Lijj
W
•
•
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Call before you dig.
Ln
00 N
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W N
pp 1V •i
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Ssjo
I�171�,',•(/�+rffr� 1111IIIIfl)II, ,r i
"''f NATIONWIDE PERMIT #29
FOR
S
SEAL 9 EAL
Z-.,, C-438 014 BLUEWATER RISE
CITYOFNEWBERN CRAVENCOUNTY NORTH CAROLINA
OWNER/DEVELOPER
ry
lel f'�L/111r•11i1t1��,,1 �~~ Ij O �r1lmliiiri/���.,ti A. SYDES CONSTRUCTION, INC.
A B34. ,tititi`� rfffr! �`�.�1� JACKSONVILLE, NC PLANTATIONS BLVD
t .t,lllllllitll�lT IIIl,%I SCALE: 1": 20' DATE: 11.072016
PROJECT #: 2015 004 SHEET: 4 o15

DETAIL EC - TEMPORARY SILT FENCE
STAY WIRES AT 12" INTERVALS
MIN, 12-112 GAUGE
TOP STRAND
10 GAUGE MIN.
LINE WIRES 12-12
GAUGE MIN.
BOTTOM STRAND
10 GAUGE MIN.
LINE SILT FENCE NOTES
'IRE SHALL BE A MINIMUM OF 32" IN WIDTH AND
4ALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12"
TAY SPACING.
L TER FABRIC SHALL BE A MINIMUM OF 36" IN
07-H AND SHALL BE FASTENED ADEQUATELY TO
IE WIRE AS DIRECTED BY THE ENGINEER.
TEEL POSTS SHALL BE 5' IN HEIGHT AND SHALL
E OF THE SELF -FASTENER ANGLE STEEL TYPE.
'IRE FABRIC SHALL BE FASTENED TO WOOD
OSTS WITH NOTLESS THAN #9 WIRE STAPLES
12"LONG.
DETAIL EC2 - TEMPORARY GRAVEL & RIP -RAP CHECK DAM
p
CARRY RIP -RAP UP SIDES OF SPILLWAY —
D Soils
NOTE KEY THE STONE INTO THE DITCH
F A
BANKS A MINIMUM OF 18" TO AVOID
1' 2'
WASHOUTS FROM OVERFLOWAROUND THE
MIN
/ DAM
/ 1'MIN FREEBOARD
MAXIMUM SLOPE
o0
#5 WASHED
FLOW--+
�pooe�o�o MA/NTENENCE
1
STONE ..'.l'!%oho oS0000�o0 1. INSPECT CHECK DAMS AND CHANNELS FOR
30
o o DAMAGE AFTER EACH RUNOFF EVENT.
TEMPORARY GRASS 75'-f00'AHEAD opo
$O $o dd
00000 2, REMOVE SEDIMENTACCUMULATED BEHIND DAMS
OF CHECK DAM �o
p o 0 o
AS NEEDED TO PREVENT DAMAGE TO CHANNEL
O O
VEGETATION
3, ALLOW THE CHANNEL TO DRAIN THROUGH THE
N RIP -RAP STONE CHECK DAM AND PREVENT LARGE FLOWS
FROM CARRYING SEDIMENT OVER THE DAM.
PLAN4. ADD STONES TO DAMAS NEEDED TO MAINTAIN
A DESIGN HEIGHT AND CROSS-SECTION.
VARIES
#1 RIP -RAP (TYP)
18" INTO BANK (TYP)
SECTION A -A
MINIMUM
I' I I II•I III I III �
�, IIII I I I III I I I I I 11114'
.' t' -
FILL AREA TABULATIONS
BUFFERS: ZONE 1 FILL - 6,411 SF (0.15 AC)
ZONE 2 FILL - 3,583 SF (0.08 AC)
WETLANDS: 404 WETLANDS FILL - 58 SF
(001 AC)
CARRY RIP RAP UP SIDES
OF SPILLWAY (TYP)
#5 WASHED STONE
VARIES
DETAIL EC3 - STORM PIPE OUTLET PROTECTION_
AND END TREATMENT
NOTES
1, FLARED END SECTIONS MAY OR MAY
NOT BE USED. REFER TO PLAN
DRAWINGS AND/OR CONTACT THE
ENGINEER FOR FLARED END
LOCATIONS.
2, PIPE END TREATMENT WITHOUT
FLARED END SECTION TO BE
INSTALLED IN A SIMILAR FASHION TO
THIS DETAIL.
RIP RAP TO EXTEND ONE FT
ABOVE TOP OF BANK
DETAIL EC5 - GROUND STABILIZATION TIME FRAMES
CONCRETE FLARED END
--'--'�-
SECTION (DIMENSIONS MAY
VARY)
SEE STORM DRAIN TRENCHING DETAIL
FOR BEDDING I
RIP RAP APRON
.--- NON -WOVEN GEOTEXTILE FABRIC
1.5 X davg OF 6" MINIMUM BURY
DETAIL EC4 - SEEDING SPECIFICATIONS
BOUNDARY LINES
PHASE LINES
- ROADWAY 4
TEMPORARY
Seg -Apr Ma -Au
D Soils
(Mar toOct 15
Wet Soils
ee le
minimum
Ica fon ate, 1515
RIPARIAN BUFFER
a la, ensaco a ar
FILL AREAS
30
25
Bermuda
30
25
Carpetgrass
BL UEWA TER RISE
Water (I IQW)
25
Centipede
zones
10
German Millet
50 50
25
25
Kobe Lespedeza
less in Icngth and
20
days
Tall Fescue
50
?: 1. 14 days are
Totals
100 50.
115
1 100
BOUNDARY LINES
PHASE LINES
- ROADWAY 4
PROPOSED CONTOURS
#t#' EXISTING CONTOURS
ASPHAL T/SIDEWALK AREAS
PROPOSED STORM DRAIN
TEMPORARY SILT FENCE
=1 TEMPORARY CHECK DAM
— PROPOSED WATER MAINS
PROPOSED SEWER MAINS
1) Ground Stabilization
Site Area
404 WETLANDS
Stabilization 'rime
404 WETLAND LINE
'Time Frame
RIPARIAN BUFFERS
• Perimeter dikes,
RIPARIAN BUFFER
FILL AREAS
PROPOSED CONTOURS
#t#' EXISTING CONTOURS
ASPHAL T/SIDEWALK AREAS
PROPOSED STORM DRAIN
TEMPORARY SILT FENCE
=1 TEMPORARY CHECK DAM
— PROPOSED WATER MAINS
PROPOSED SEWER MAINS
1) Ground Stabilization
Site Area
Stabilization
Stabilization 'rime
Description
'Time Frame
France Exceptions
• Perimeter dikes,
CARS i!!!!'
111I1t1tt1jT, f
swales. ditches
7 days
lone
and slopes
FOR
• High Quality
BL UEWA TER RISE
Water (I IQW)
7 days
None
zones
0NILQ. �t
jl�j O�1ti
A. SYDES CONSTRUCTION, INC.
100 CAROLINA PLANTA77ONS BLVD
!11
If slopes etre 10' or
• Slopes steeper
SCALE: 1":20' DATE: 11/072016
less in Icngth and
than 3:1
days
are not steeper than
PROJECT#: 2015_ 004 SHEET: 5o15
?: 1. 14 days are
allowed.
• Slopes 3:1 or
7 -days lilr slopes
flatter
} 4 days
greater than 50 feet
III Icltglh
• All other areas
Nonc
with slopes flatter
14 dal s
(except 1i)r
/batt d:l
perimeters and
HQw Zones)
Q! W
In
00 N
N � �
2 °u�
L 00 �ry
m N
_
zz��
G
y W
r;co ON
�2 e�
Ev/ u,
U x � u
m
co
A O
a
S & EC DETAILS
111 1,11,1
BLUE -LINE STREAM CROSSING
CARS i!!!!'
111I1t1tt1jT, f
ssjf �f
q�+
NATIONWIDE PERMIT #29
EAL
FOR
o a 4
BL UEWA TER RISE
+,
CITY OF NEW BERN CRAVEN COUNTY NORTH CAROLINA
OWNER/DEVELOPER
0NILQ. �t
jl�j O�1ti
A. SYDES CONSTRUCTION, INC.
100 CAROLINA PLANTA77ONS BLVD
!11
JACKSONVILLE, NC 28546
SCALE: 1":20' DATE: 11/072016
I11i11N,
PROJECT#: 2015_ 004 SHEET: 5o15

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2016-01597 County: Craven U.S.G.S. Quad: NC -NEW BERN
Property Owner:
Address:
Telephone Number:
Size (acres)
Nearest Waterway
USGS HUC
NOTIFICATION OF JURISDICTIONAL DETERMINATION
A. Svdes Construction, Inc.
Anthony Svdes
100 Carolina Plantation Blvd
Jacksonville, NC, 28548
[phone]
577 acres Nearest Town New Bern, NC
Brice Creek River Basin Lower Neuse
03020204 Coordinates Latitude: 35.00483
Longitude: -77.03788
Location description: This site was once a part of the 1300 acre Carolina Colours project. This section was separated
and sold to a different owner and company and is now called Bluewater Rise. There are 140 acres of wetlands and 6400
linear feet of RPW's within this 577 acre project. This site is located on the west side of US HWY 70 close to the City of
New Bern, Craven County, North Carolina.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be waters of the U.S. including wetlands on the above described project area
. We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary
determination is not an appealable action under the Regulatory Program Administrative Appeal Process (Reference 33
CFR Part 331). If you wish, you may request an approved JD (which may be appealed), by contacting the Carps district
for further instruction. Also, you may provide new information for further consideration by the Corps to reevaluate the
JD.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described project area subject to the permit requirements
of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. 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.
X There are 140 acres of wetlands and 6400 linear feet of RPW's on the above described 577 acre proieet 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 strongly suggest you have the waters of the U.S. including wetlands on your project area delineated. Due to the
size of your property and/or our present workload, the Corps may not be able to accomplish this wetland delineation in a
timely manner. For a more timely delineation, you may wish to obtain a consultant. To be considered final, any
delineation must be verified by the Corps.
_ The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once 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.
Page 1 of 2

X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on August 18, 2016. 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 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.
X The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(LAMA). You should contact the Division of Coastal Management in Washington, North Carolina to determine their
requirements.
Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and/or the Corps regulatory program, please contact Gary Beecher at 910-251-4629 or
Gary.H.Beecher(a,usace.arm.mil.
C. Basis For Determination: The determination was based on the 1987 Corps of Engineers Wetland Delineation
Manual and the Atlantic and Gulf Coastal Plain Regional Supplement.
D. Remarks:
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination 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: Jason Steele, Review Officer
60 Forsyth Street S W, Room l OM 15
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 October 17, 2016.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.** DigitBEECH ER,GARY.H.10529 DN: c=lUSly io=U.S.Governme t,ou=DoD,ougned by 7PK01,8
ou=USA,cn=BEECHER.GARY.H.1052973208
Corps Regulatory Official: 73208 _
Date:2016.08.1809:4206 94'99'
Date: August 18, 2016 Expiration Date: August 18, 2021

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our Customer Satisfaction Survey, located online at
http://regulatory.usacesurvey.com/.

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Anthony Sydes
A. S des Construction Inc.
File Number: SAW -2016-01597
Date: August 18, 2016
Attached is:
See Section below
INITIAL PROFFERED PERMIT Standard Permit or Letter ofpermission)
A
❑ PROFFERED PERMIT Standard Permit or Letter ofpermission)
B
PERMIT DENIAL
C
® APPROVED JURISDICTIONAL DETERMINATION
D
PRELIMINARY JURISDICTIONAL DETERMINATION
E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at http//www.usace.army.mil/Missions/CiviIWorks/Regu]atoryProg;ramandPermits.aspx or
Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or 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 all
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 II 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 II 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 11 - 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. Jason Steele, Administrative Appeal Review Officer
Attn: Gary Beecher
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
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 opportuni to participate in all site investi ations.
Date:
Telephone number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Gary Beecher,
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. Jason Steele,
Administrative Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 1OM15, Atlanta, Georgia 30303-8801
Phone: [phone]

WETLAND AREA
Af.0 A: 860.129 Sa R. 22225 ACME VERI.E1E8: 12,25178
W A8: MOMS SD. a.. 118521 ACRET PCwlr 40,00143
m.�A 111,235951M(T. 39AA St PfP Ar98i] tl-
A9E4S: 72.53550.3'[.--0.288 KY.E3-PCP1gE7EA 117,:1
Av{{A
T. b,20w iT. 0323 P
MIM.-PEPAF_1[P. '171 Pl
AR3h-V:-nJ W. PT, ALJc AfV .P_PiMiMElfl1, 10].15
aE4. N 0.130 30.TI. J.1B-.AGAES 02
"Q4.16 Ft.£R-Y-1:f�3Ys.-fFQ.838YSKs1'[crMITEIF.-188.16-... -.-_.
AfSA c- 3,TG6 5o1'e;+ar�ts PC4wE1Ek-x4334 ------
MEA
#MRA-w5i.1i-`8a%q 0ri3b6ba s46.Jo-7
4 m�A uR
—_
rcrcWlm:--
.�u i'r�ii-u� sio-�f rt�4�-AAc�n[a r�E ueTa:°�e:2�aT5 —
TJIAL AN6A: 19,317,51{ 513. (T. 443.414 A ES
UPLAND POCKET AREA
-MIA AA 9jp01- , 1 210 4011-18-'-!-iF11 Id -
AMA 8P /2,9f3 YA fT PE86 A2FLT F"R+NERn, 4791f
ANCA 00' 7x30 -SO Tr U1171 A<,tic vAR"L@NCTW
-AVMA LL All/ STr1T ;, 26 h 0 1 ft.v[T8.
A tr 25,6490 W. TTr a5 6AAMaSrtF&4'L11h11A 9" ie
AAEA E 95513 3J nV"'
ti'3 AU+GT pgiMCTEA: 17.2.77
ARCCA 41 217.30. ii. -0.344 AfRT3 P{AWCiEB: 17171 __ -_
N' 1265 58 iT 06]A ASt4& (SAME1€P'.
AREA C 1�.98� L12 li. 0,273 ACACa
"KIM
IAEA.lr3 1#t0bb fi 917L a•R5-a(?W(1EP: 510. S
AACA 7. 21,150-5R ft. JA05KA`9 PEPwE1LA:--
aEO,A. V.BIQ !8Y 0111EIEIS
���TOTAL A: 856,891 3p. fi. Ia073 ACRt$ —T
war—
70� _
111 + � ! •�
1 { �r • l
WETLAND AREA EXCLUDING UPLANDS �I' M:
TOTAL AREA: 19,327,511 SO. FT.
11!o s15 �GN� Q-�a-2otG� 1✓ ;fi �...
� 1
�. of
t _
�(
wsn e
JJ
NOT TO SCALE

Water Resources
ENVIRONMENTAL OUALITY
May 16, 2016
A. Sydes Construction, Inc.
Attn: Mr. Anthony Sydes
100 Carolina Plantation Boulevard
Jacksonville, NC 28546
Subject Property: Bluewater Rise
UTs to Brice Creek, Neuse River Basin
PAT MCCRORY
ifOPenuw
DONALD R. VAN DER VAART
Se, rrlorl
S. JAY ZIMMERMAN
Dim rur
DWR # 16-0325
Craven County
On -Site Determination for Applicability to the Neuse River Riparian Area Protection Rules (15A NCAC 2B
.0259)
Dear Mr. Sydes:
On April 29, 2016, at your request of John Thomas of Thomas Engineering, PA, Randy Sipe conducted on-
site determinations to review unnamed tributaries (UTs) to Brice Creek located on the subject property
for applicability to the Neuse Buffer Rules (15A NCAC 2B .0233). On May 16, 2016, Anthony Scarbraugh
conducted an additional on-site to determination to review an UT to Brice Creek located of the subject
property for applicability to the Neuse Buffer Rules (15A NCAC 2B .0233). The features are labeled as "16-
0325 A, 16-0325 B. 16-0325 C, and 16-0325 D" on the attached map(s) initialed by Mr. Scarbraugh on May
16, 2016. The project is located on northwest intersection of County Line Road (SR 1101) and Old Airport
Road (SR 1997) near James City, Craven County.
At your request, Messrs. Sipe and Scarbraugh conducted on-site determinations as stated above. During
their review, they evaluated the streams using the Division of Water Resources (DWR) Stream
Classification Form. He evaluated the stream reach "16-0325 A" at N 35.0068, W 77.0476 and calculated
the score to be 33 points. He evaluated the stream reach "16-0325 B" at N 35.0111, W 77.0334 and
calculated the score to be 28 points. He evaluated the stream reach "16-0325 C' at N 35.00372, W
77.03757 and calculated the score to be 25 points. He evaluated the stream reach "16-0325 D" at N
35.00714, W 77.03238 and calculated the score to be 21.5 points. The form states that if the score is
"greater than or equal to 19 points the stream is at least intermittent.
The DWR has determined that portions of features labeled as "16-0325 A, 16-0325 B, 16-0325 C, and
16-0325 D" on the attached map(s), and highlighted in blue are subject to the Neuse Buffer Rules. The
DWR has determined that portion of feature labeled as "16-0325 B and 16-0325 D" on the attached
map(s), and highlighted in red is not subject to the Neuse Buffer Rules. The features and the associated
buffers should be identified on any future plans for this property. The owner (or future owners) should
notify the DWR (and other relevant agencies) of this decision in any future correspondences concerning
this property. This on-site determination shall expire five (5) years from the date of this letter.
State of North Carolina Environmental Quality I Water Resources --Water Quality Regional Operations—Washington Regional Office
943 Washington Square Mail, Washington, NC 21889
252-946-6481

74
A. Sydes Construction, Inc.
Attn: Mr. Anthony Sydes
Stream Determination
Page 2 of 2
The owner (or future owners) should notify the DWR (and other relevant agencies) of this decision in any
future correspondences concerning this property. This on-site determination shall expire five (5) years
from the date of this letter. Landowners or affected parties that dispute a determination made by the
DWR or Delegated Local Authority that a surface water exists and that it is subject to the buffer rule may
request a determination by the Director. A request for a determination by the Director shall be referred
to the Director in writing c/o Karen Higgins, DWR 401 & Buffer Permitting Unit, 1650 Mail Service Center,
Raleigh, NC 27699-1650. Individuals that dispute a determination by the DWR or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an adjudicatory hearing. You
must act within 60 days of the date that you receive this letter. Applicants are hereby notified that the
60 -day statutory appeal time does not start until the affected party (including downstream and adjacent
landowners) is notified of this decision. DWR recommends that the applicant conduct this notification in
order to be certain that third party appeals are made in a timely manner. To ask for a hearing, send a
written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This determination is final
and binding unless you ask for a hearing within 60 days.
This letter only addresses the applicability to the buffer rules and does not approve any activity within the
buffers. Nor does this letter approve any activity within Waters of the United States or Waters of the
State. If you have any additional questions or require additional information please call Anthony
Scarbraugh in the Washington Regional Office at [phone].
Sincerely,
Robert Tankard, Assists t Regional Supervisor
Water Quality Regional Operations Section
Division of Water Resources, NCDEQ
Attachments: USGS Topographic 1:24,000 Quadrangle Map "New Bern"
copy of sheet 12, 1989 version of Craven County Soil Survey
cc: Laserfiche
File Copy
John G. Thomas, Thomas Engineering, PA (email: [e-mail])
Filename 16-0325

000,09 30 Sto N..0000*0C.LO SCO N.,0000*09.00 SCO N.,0000 -A,00 .9CO N.,000 ..0000'0£0'OC •69
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CRAVEN COUNTY, NOR'rN CAROLINA NO 12
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RECE'VED/NCDEjVjj/DWFt
NOV 15 2016
Water Quality R ®Aerations Section W.
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RECEIVED/NCDENR/DWR
NOV 15 2016
Water Quality Regional
Operations Section
Washington Regional Office
SPECIAL WARRANTY DEED
Parcel: 7-106-001
3831111 1
Image ID: 000002515587 Tvpe: GRP
Recorded; 12/16/2015 at 12:09:26 PM
Fee Amt: $4,226.00 Page 1 of 5
Revenue Tax: $4;200.00
Workflow" 0000146488-0001
Craven, Me
Sherri B. Richard Register of Deeds
BK3404 PD657
Revenue Stamps: $4,200.00
❑ If checked, the property includes the primary residence of at least one of the parties
depicted as party of the first part. (N.C. Gen. Stat. § 105-317.2)
STATE OF NORTH CAROLINA
COUNTY OF CRAVEN
THIS SPECIAL WARRANTY DEED, made and entered into this the day
of � , 2015 by and between WEYERHAEUSER NR COMPANY, party of the
first part (the address of the party of the first part is: PO Box 12768, New Bern, NC 28561); and
A. SYDES CONSTRUCTION, INC., party of the second part (the address of the party of the ji-11-
second part is: ). Pe) 80X 2 f `z dZ
WITNESSETH:
That the party of the first pail in consideration of the sum of Ten and No/100
Dollars ($10.00) and other good and valuable considerations to said party paid by the party of the
second part, the receipt and sufficiency of which hereby is acknowledged, has bargained and sold
and by these presents does bargain, sell and convey unto the party of the second part, said party's
Prepared by Ward and Smith, P.A., 1001 College Court (28562), Post Office Box 867, New
Bern, NC 28563-0867
Please return to:
!4LV, r V I(.e, NC `40
No opinion on title is rendered by Ward and Smith, P.A., without a separate written opinion on
title from Ward and Smith, P.A.

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BK3404 PG658
successors and assigns, subject to the matters hereinafter set forth, the following described
property, to wit:
All the certain tract or parcel of land lying and being situate
Number Seven Township, Craven County, North Carolina and
being more particularly described as foilows:
Being all of the property depicted as "577.26 Acres," as same is
shown and delineated on the map entitled "Boundary Map — A
Portion of Craven Tract 32 — Weyerhaeuser Real Estate
Development Company," said map being recorded in Plat
Cabinet 1, Slide 70-H, reference to said map being hereby made for
a more perfect description of said property.
The aforesaid properly is bounded on the west (now or formerly)
by the Croatan National Forest; on the south by the northern right
of way line of County Line Road (NCSR 1101); and on the east by
the western right of way line of Old Airport Road (NCSR 1111)
and the run of Brices Creek.
This conveyance is made subject to and together with the riparian
and littoral rights in and to Brices Creek.
'chis conveyance is made subject to: (1) the right of way of County
Line Road (NCSR 1101); (2) the right of way of Old Airport Road
(NCSR 1 111); (3) easements which do not materially affect the
value of the property; (4) ad valorem taxes for the current year
which taxes the party of the second part, by acceptance of this
deed, assumes and agrees to pay (5) easements to Carolina Power
and Light Company recorded in Book 481, Page 359 and
Book 770, Page 123; (6) Annexation Ordinance recorded in
Book 4, Page 718; (7) the existence of wetlands on the Property;
(8) matters shown on the maps recorded in Map Book 11, Page 9
and Plat Cabinet 1, Slide 70-H; (9) zoning ordinances affecting the
Property; and.(10) the Hunting Lease to Thurman Hunting Club
dated June 6, 2015.

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Image ID: 000002515569 Type: "RP
Page 3 of 5
BK3404 P0659
The aforesaid property is conveyed subject to the following
restrictive covenant: The aforesaid property shall be used only for
residential purposes. "chis restrictive covenant may be enforced by
an action in law or in equity. Injunctive relief is a proper remedy.
This restrictive covenant shall benefit the property of
Weyerhaeuser Company lying south of County Line road and
described as Craven County Tax Parcel 6-203-029 on November 1,
2015. The party of the first part is not obligated to similarly
restrict any of its remaining property of the party of the first part.
References made herein to Deed Books and Pages, Map Books and
Pages, and Plat Cabinets and Slides are to instruments recorded in
the off ice of the Register of Deeds of Craven County.
TO HAVE AND TO HOLD said property and all privileges and appurtenances
thcrcunto belonging to the panty of the second part, said party's successors and assigns forever.
And the party of the first part covenants that said party has done nothing to affect
such title to the aforesaid property as was received by said party and, subject to the matters set
forth above, agrees to warrant and defend the title to said property against the lawful claims of all
persons claiming by, through or undo• said party, but no further.
[Signature Page Follows]

1111111111111
image ID: 000002535580 Type: CRP
Pags 4 of 5
BK3404 Pa660
IN TESTIMONY WHEREOF, the party of the first part has caused this
instrument to be executed in such form as to be binding, this the day and year first above written.
o o C%
_G F.
W SEAL
[AFFIX CORPORATE SEAL]
WEYERHAEUSER NR COMPANY
By: -6
Name: r.
Title:

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Image ID: 000002515681 TYPe: CRP
Page 5 of 5
11K3404 Pc1661
STATE OF WASHINGTON )
COUNTY OF KING )
On this /,4,–day of 12j, Irldp-z , 20 before me personally appeared
�oi� YS�uafP , and / to me known to be the
d— and respectively, of
WEYERHAEUSER NR COMPANY, the corporation that execute the within and foregoing
instrument, and acknowledged that said instrument to be the free and voluntary act and deed of
said corporation, for the uses and purposes therein mentioned, and on oath stated that they were
authorized to execute said instrument and that the seal affixed is the corporate seal of said
corporation.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the
day and year first above mentioned.
• 1,IGHTB A Notary Public in and for t Site f Wash' gton
My commission expires:
121448-00028ND: 4831-1337-5276, v. 1

Energy, Mineral
and Land Resources
6NYIRONMHNTAL QUALITY
Mr. Anthony W. Sydes, President
A. Sydes Construction, Inc.
PO Box 7122
Jacksonville, NC 28540
RECEIVED/NCDENR/DWR
NOV 15 2016
Water Quality Regional
Operations Section ,,Q 17, 2016
Washington Regional &
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Subject: State Stormwater Management Permit No. SW7160604
Fenwick Isle at Bluewater Rise
Low Density Subdivision Project with a Curb Outlet Swale System
Craven County
Dear Mr. Sydes:
Secretary
TRACY DAVIS
Director
The Washington Regional Office received a complete, Stormwater Management Permit Application for
Fenwick Isle at.Bluewater Rise project on June 9, 2016. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth in
Session Law 2008-211 and Title 15A NCAC 2H.1000. We are forwarding Permit No. SW7160604, dated
June 17, 2016, for the construction of the built -upon area associated with the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein, and does not supersede any other agency permit that
may be required. Please pay special attention to the conditions listed in this permit regarding the
Operation and Maintenance of the BMP(s), recordation of deed restrictions, certification of the project,
procedures for changing ownership, and transferring the permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system, to record deed
restrictions, to certify the project or to transfer the permit in a timely manner, will result in future
compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150E of the North Carolina General Statutes. Per
NCGS 143-215(e) the petition must be filed with the OAH within thirty (30) days of receipt of this permit.
You should contact the OAH with all questions regarding the filing fee (if a filing fee is required) and/or
the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at
919-431-3000, or visit their website at www.NCOAH.com. unless such demands are made this permit
shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact me at
252-948-3959.
Sincerely,
9, -,,Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
SD: G\LR\SWP\SD\Permits-Low Density\SW7160604
cc: Bobby Billingsley, PE, Thomas Engineering
City of New Bern Inspections
Washington Regional Office
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
943 Washington Square Mall, Washington. North Carolina 27889
Phone: [phone] Fax: [phone]

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY SUBDIVISION DEVELOPMENT WITH A CURB OUTLET SWALE SYSTEM
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
A. Sydes Construction, Inc.
Fenwick Isle at Bluewater Rise
Off of Old Airport Road, Craven County
FOR THE
construction, operation and maintenance of a 24% low density subdivision project with a curb outlet
swale system in compliance with the provisions of Session Law 2008-211 and Title 15A NCAC 2H
.1000 (hereafter referred to as the "stormwater rules'9 and the approved stormwater management
plans and -specifications, and other supporting data as attached and on file with and approved by the
Division of Energy, Mineral and Land Resources (hereafter referred to as the Division or DEMLR) and
considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specific conditions and limitations:
1. DESIGN STANDARDS
1. The overall tract built -upon area percentage for the project must be maintained at 24% per the
requirements of the stormwater rules. This permit covers the construction of a total of 323,497
square feet of built -upon area (BUA).
2. Each of the 40 lots is limited to a maximum of 4,000 square feet of buiit-upon area, as
indicated on the application and as shown on the approved plans.
3. This project proposes a curb outlet system. Each designated curb outlet swale or 100'
vegetated area shown on the approved plan must be maintained at a minimum of 100' long,
maintain 5:1 (H:V) side slopes or flatter, have a longitudinal slope no steeper than 5%, carry
the flow from a 10 year storm in a non-erosive manner, and maintain a dense vegetated cover.
4. Runoff conveyances other than the curb outlet system swales, such as perimeter ditches,
must be vegetated with side slopes no steeper than 3:1 (H:V).
5. Three wet detention ponds are provided to meet the City of New Bern Stormwater guidelines
and are not covered by this permit.
6. No piping shall be allowed except those minimum amounts necessary to direct runoff beneath
an impervious surface such as a road or under driveways to provide access. By the issuance of
this permit, the Division is granting a minor variance from the no piping requirements as set in
15A NCAC 2H.1005(2)(a)(ii), at several locations. The locations covered by this variance are
the outlets for proposed BMP's 1. and 2 and the piping between lots 1 and 2, 4 and 5, 25 and
26, 36 and 37, 38 and 39. The proposed BMP's will provide better treatment of the stormwater
runoff than the vegetated swales lost by approved piping.
Page 1 of 5

f. The maximum built -upon area per lot is 4,000 square feet. This allotted amount includes
any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina, driveways, and parking areas, but does not include raised, open wood decking,
or the water surface of swimming pools.
g. Filling in, piping or altering any 3:1 vegetated conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings, is prohibited by
any persons.
h. Filling in, piping or altering any designated 5:1 curb outlet swale or vegetated area
associated with the development is prohibited by any persons.
i. A 50 -foot wide buffer must be provided adjacent to surface waters, measured horizontally
from and perpendicular to the normal pool of impounded structures, the top of bank of
both sides of streams and rivers, and the mean high waterline of tidal waters.
j. All roof drains shall terminate at least 50' from the normal pool of impounded structures,
the banks of rivers and streams and the Mean High Waterline of tidal waters.
k. Each designated curb outlet swale or 100' vegetated area shown on the approved plan
must be maintained at a minimum of 100' long, maintain 5:1 (H:V) side slopes or flatter,
have a longitudinal slope no steeper than 5%, carry the flow from a 10 year storm in a
non-erosive manner, maintain a dense vegetated cover, and be located in either a
dedicated common area or a recorded drainage easement.
I. Any individual or entity. found to be in noncompliance with the provisions of a stormwater
management permit or the requirements of the stormwater rules is subject to enforcement
procedures as set forth in N.C.G.S. 143, Article 21.
The permittee must submit a copy of the recorded deed restrictions within 30 days of the date
of recording.
10. The permittee shall submit to the Director and shall have received approval for revised plans,
specifications, and calculations prior to construction, for any modification to the approved
plans, including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area or to the drainage area.
c. Further subdivision, acquisition or sale of the project area in whole or in part. The project
area is defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval or a CAMA Major permit was sought.
d. Filling in, piping, or altering any vegetative conveyance shown on the approved plan,
except the minimum driveway crossings.
e. The development of any future area or additional phase(s) noted on the approved plans.
11. All stormwater conveyances will be located in either public rights-of-way, dedicated common
areas or drainage easements. The final plats for the project will be recorded showing all such
required rights-of-way, common areas and easements, in accordance with the approved plans.
12. The permittee must certify in writing that the project's stormwater controls, and impervious
surfaces have been constructed within substantial intent of the approved plans and
specifications. Any deviation from the approved plans must be noted on the Certification. The
permittee shall submit the Certification to the Division within 30 days of completion of the
project.
13. The permittee shall submit all information requested by the Director or his representative
within the time frame specified in the written information request.
14. The Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the permit. Within the time frame specified in the notice, the
permittee shall submit a written time schedule to the Director for modifying the site to meet
minimum requirements. The permittee shall provide copies of revised plans and certification
writing to the Director that the changes have been made.
Page 3 of 5

Permit issued this the 171h day of June, 2016.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
�m Tracy Davis, P. E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit No. SW7160604
Page 5 of 5