20052253 Ver 5_ePCN Application_20220707

Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
OO Yes
O No
Is this project a public transportation project?*
OYes 0No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
6/7/2022
BIMS # Assigned* Version#*
20052253 5
Is a payment required for this project?*
0 No payment required
@ Fee received
O Fee needed - send electronic notification
Select Project Reviewer*
John Perry:eads\jmperry2
Information for Initial Review
Reviewing Office*
Wilmington Regional Office - [phone]
la. Name of project:
Williamsburg Plantation Recreation Area
la. Who is the Primary Contact?*
Ron Massey
lb. Primary Contact Email:*
[e-mail]
Date Submitted
7/7/2022
Nearest Body of Water
New River
Basin
White Oak
Water Classification
C;NSW
Site Coordinates
Latitude:
34.7956
A. Processing Information
Longitude:
-77.4462
lc. Primary Contact Phone:*
[phone]
County (or Counties) where the project is located:
Onslow
Is this a NCDMS Project
0Yes ONo
Is this project a public transportation project?*
0Yes ONo

la. Type(s) of approval sought from the Corps:
EI Section 404 Permit (wetlands, streams and waters, Clean Water Act)
O Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
0 Yes
O No
1b. What type(s) of permit(s) do you wish to seek authorization?
O Nationwide Permit (NWP)
0 Regional General Permit (RGP)
0 Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
0Yes ®No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
EO 401 Water Quality Certification - Regular
0 Non-404 Jurisdictional General Permit
O Individual 401 Water Quality Certification
29 - Residential Developments
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
O Yes O No
O 401 Water Quality Certification - Express
0 Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
lh. Is the project located in any of NC's twenty coastal counties?
O Yes O No
1i. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
O Yes O No
1j. Is the project located in a designated trout watershed?
Yes • No
B. Applicant Information
0 Unknown
0Yes ONo
OYes 0No
ld. Who is applying for the permit?
O Owner O Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
OYes 0No
2. Owner Information
2a. Name(s) on recorded deed:
City of Jacksonville
2b. Deed book and page no.:
DB 5610 - Pg 474
2c. Contact Person:
Ron Massey

2d. Address
Street Address
PO Box 128
Address Line 2
City
Jacksonville
Postal / Zip Code
28540
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Anthony Moctezuma
4b. Business Name:
Tidewater Associates, Inc.
4c. Address
Street Address
306 New Bridge Street
Address Line 2
City
Jacksonville
Postal / Zip Code
28540
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
US
2f. Fax Number:
State / Province / Region
NC
Country
US
4e. Fax Number:
1. Project Information
lb. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
City of Jacksonville
2. Project Identification
2a. Property Identification Number:
436803336306
2c. Project Address
Street Address
Western Blvd.
Address Line 2
City
Jacksonville
Postal / Zip Code
28540
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
New River
3b. Water Resources Classification of nearest receiving water: *
C;NSW
3c. What river basin(s) is your project located in?*
2b. Property size:
396
State / Province / Region
NC
Country
US
White Oak

3d. Please provide the 12-digit HUC in which the project is located.
030203020202
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application: *
Existing Site was previously wooded. Site is primarily flat. Adjacent land includes additional timberland, the New River, and residential subdivisions.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
O Yes O No 0 Unknown
If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
SAW-2010-0194
4f. List the total estimated acreage of all existing wetlands on the property:
164 Ac.
4g. List the total estimated linear feet of all existing streams on the property:
10,980 LF
4h. Explain the purpose of the proposed project: *
The purpose of this project is to construct 3 road crossings for the future recreation areas to be built at Williamsburg Plantation.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
Overall Project is to construct a recreational area with various park and activity areas. Typical grading and road construction equipment will be used to include typical services (water,
sewer, electrical, etc.)
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
Yes
Comments:
O No
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
0 Preliminary O Approved 0 Not Verified 0 Unknown 0 N/A
Corps AID Number:
SAW-2010-0194
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Dale E. Beter
USACE
0 Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
September 4, 2013
6. Future Project Plans
6a. Is this a phased project?*
O Yes U No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Rl Wetlands O Streams -tributaries
O Open Waters 0 Pond Construction
2. Wetland Impacts
0 Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type* (?)
2c. Type of W.*
2d. W. name
2e. Forested*
2f. Type of Jurisdicition*
(?)
2g. Impact
area*
H
Road Crossing
P
Unknown
Unknown
Yes
Both
0.080
(acres)
H
Road Crossing
T
Unknown
Unkown
Yes
Both
0.030
(acres)

N
Road Crossing
P
Unknown
Unkown
Yes
Both
0.150
(acres)
N
Road Crossing
T
Unknown
Unkown
Yes
Both
0.060
(acres)
I
Road Crossing
P
Unknown
Unkown
Yes
Both
0.050
(acres)
I
Road Crossing
T
Unknown
Unkown
Yes
Both
0.020
(acres)
2g. Total Temporary Wetland Impact
0.110
2g. Total Wetland Impact
0.390
2i. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.280
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
Road Crossing(N)
Permanent
Culvert
Unnamed Tributary
Perennial
Both
9
Average (feet)
83
(linear feet)
S2
Road Crossing(N)
Temporary
Culvert
Unnamed Tributary
Perennial
Both
9
Average (feet)
40
(linear feet)
S3
Road Crossing(I)
Permanent
Culvert
Unnamed Tributary
Perennial
Both
11
Average (feet)
129
(linear feet)
S4
Road Crossing(I)
Permanent
Culvert
Unnamed Tributary
Perennial
Both
11
Average (feet)
25
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
237
3i. Total stream and ditch impacts:
277
3j. Comments:
E. Impact Justification and Mitigation
3i. Total temporary stream impacts:
40
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The layout and design of the recreational area is designed to minimize wetland and stream impacts, while at the same time maximizing the potential of
the project. Proposed road crossings will occur at low areas minimizing impacts. The route of the road was designed so that it minimizes the total
number of crossings as well. Leaving the vast majority of the stream area untouched. New River itself remains untouched
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
We limited disturbance areas to minimal needed for equipment and installation. Work to be done in periods of dry weather. Work to be completed in
minimal time necessary. Headwalls have been designed for the culvert crossings to minimize impact length. Silt fence and other erosion control
measures are proposed to minimize sedimentation runoff.
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 No
2c. If yes, mitigation is required by (check all that apply):
❑ DWR ❑O Corps
2d. If yes, which mitigation option(s) will be used for this project?
O Mitigation bank ❑ Payment to in -lieu fee program i Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Bachelors Delight Mitigation Bank

3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Non -riparian wetland 0.58
Stream 424
3c. Comments
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes • No
If no, explain why:
There is no riparian buffer.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
0 Yes ® No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
• Yes No
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
Yes • No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes • No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes • No
3b. If you answered "no," provide a short narrative description.
Development areas are accounted for and stormwater will utilize dispersed flow and other low density requirements.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
• Yes No N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated at a
treatment plant, list the capacity available at that plant.
Wastewater collection systems will be owned and maintained by The City of Jacksonville. Treatment will be by The City of Jacksonville.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
Yes • No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes • No
5d. Is another Federal agency involved?*
Yes • No Unknown

5e. Is this a DOT project located within Division's 1-8?
0Yes ®No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
® Yes 0 No
5g. Does this project involve bridge maintenance or removal?
0 Yes ® No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
0 Yes ® No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
OYes 0No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Critical Habitat Map Viewer from ArcGIS
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
O Yes O No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA South Atlantic Fishery Management Council Essential Fish Habitat Viewer
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 status?*
O Yes O No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC Department of Natural & Cultural Resources GIS
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
Yes • No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Flood Map
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files her to attach document
SKM_C550i22070623030.pdf 1.21 MB
Automatic reply [External] 401 Pre -filing Meeting Request.pdf 104.56KB
File must be PDF or KMZ
Comments
Signature
i'. By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Anthony Moctezuma
Signature
arelantwoftt
Date
7/7/2022

Y:\AutoCAD Civil 3D\2018 Civil 3D\COJ Recreation Area - Williamsburg Plantation\ DWG \ Williamsburg Rec - Wet Impact.dwg, 5/25/2022 9:30:38 AM, BLD
Legend:
Ac. - Acreage
e-e - Edge of Pavement to
Edge of Pavement
Elev. - Elevation
EOP - Edge of Pavement
ex. - Existing
FES - Flared End Section
FG - Finished Grade
Inv. - Invert
LF - Linear Feet
M.B. - Map Book
Pg. - Page
RCP - Reinforced Concrete Pipe
RRA - Rip Rap Apron
5F - Square Feet
LAI1
1\\\\
- Permanent Wetland
Impact Area
- Temporary Wetland
Impact Area
- Wetlands Area
— - — — - Existing Contour
— - Existing Stream
Proposed Contour
1 ex. 31'
e-e
\
Extents of
Wetland Impact
ex. eop
\ W \
W 1 W\W \�JW�- �t
J \ J \
1 W W \ Inv. In
W/FES
W 28.50' \
W W \
W
• r
10' Temporary Wetland
Impact/Clearing Limits
% \ 70 LF
_ 16.
wait II,
44111 tl.2441
30" RCP
Notes:
\ l 1. Work to reroute the existing drainage shall be done during periods of dry weather.
In the event that a rainfall should occur during construction, the contractor shall
'907.pump around site drainage to a sediment trap or basin to prevent any additional impacts
to the stream.
2. Wetland crossings: initial disturbance of these areas shall be limited to only that area
minimally needed to allow passage of construction equipment to prepare for the installation
of the crossing and to execute upland construction on the opposing side of the crossing.
Grubbing or land disturbance of the subject area shall not be performed until the culverts,
backfill material, erosion and sediment control materials or devices sufficient to substantially
— /_
[ New EOP]
FG
Elev. 32.52
—�J
vi 0
4, W W J
W W \ W W W
W \ W \
W W \ W W
W` W\ W W\ W W
W WNW 10' Temporary Wetland
W \ W Impact/Clearing Limits
W W\ W sw
\W
W
•
\ � • v/ "4
N
Extents of
Wetland Impact
Wetland Crossing "H" Impact
3,473 5F (0.08 Ac.)
Temporary "H" Impacts
1,219 5F (0.03 Ac.)
JI
W I RRA(�r}'
W
W
`
\
1
\_J
Plan View \.
Scale: 1"=40'
W
\W
Project:
Williamsburg Plantation
Recreation Area
Jacksonville Twp., Onslow Co., North Carolina
Owner/Developer:
City of Jacksonville
P.O. Box 128 Jacksonivlle
Jacksonville, NC 28540
W
\ I �
\ I
28.18 \
�1\Wesltern \\
Boule' and R/W
Per \.B. 47, pg. 127 \�
30'
E-E
New EOP
Inv. Out \ \
W/FES
Wetland Impact "H"
Exhibit Map Sheet 2 of 9
Date: 05-25-22
Scale:l••=40'
Field book: Misc. #185, Pg. 23-24,26
File Name: Williamsburg Ret - Wet Crossings
Disk Name: Acad #2990
Drawn: BLD
Job No.: S201209-7589
GRAPHIC SCALE: 1"=40'
0 40
80
complete the construction and stabilization of the crossing are staged or stockpiled at the
location. Due consideration shall be given to impending inclement weather conditions that may
adversely affect the completion of the crossing in the shortest time practicable.
3. Drainage work shall be completed in the minimum time necessary.
Construction Sequence:
4. No construction of the drainage for the wetland impact shall commence until all materials
needed for the impact are staged on site, and the temporary dams are installed to impede flows.
5. Establish clearing limits per approved plans. Clear and grub impact area as needed. Immediately
install the temporary dams upslope of the headwall. Temporary seed and mulch disturbed area.
Do not clear or disturb any unpermitted areas.
6. Install drainage. Fill, compact and finish grade area.
7. Install permanent ground cover (sod) on slopes near the headwall or end treatments and pipe outlet.
8. Install silt fence at toe of fill slope and as needed to prevent erosion.
9. See wetlands permit for additional requirements.
Stream and Wetlands Impact Notes:
1. Stream crossing: initial disturbance of this area shall be limited to only that area minimally needed to
allow passage of construction equipment to prepare for the installation of the crossing and to execute
upland construction on the opposing side of the crossing. Clearing, grubbing or land disturbance of the
subject area shall not be performed until all equipment, water, sewer, storm drain and erosion and
sediment control materials or devices sufficient to substantially complete the construction and
stabilization of the crossing are staged or stockpiled at the location. Due consideration shall be given
to impending inclement weather conditions that may adversely affect the completion of the crossing in
the shortest time practicable.
2. Establish clearing limits per approved plans. Clear and grub area as needed. Immediately install silt
fence at the wetlands line, and along existing creek top of bank. Install erosion control fabric along
ditch banks. Do not clear or disturb any unpermitted areas.
3. No construction of the crossing shall commence in the wetlands until all materials needed for the
crossing are staged on site. Storage shall be at least 50' Wetlands.
4. When possible, work in the wetlands shall be done during periods of dry weather.
5. Work in the wetlands shall be completed in the minimum time necessary.
6. Contractor shall install temporary sand bags and/or sheet pilings in the stream prior to construction
and bypass water as needed via a pump around. Pump around shall discharge into a rip rap lined basin
or a sediment bag to act as dissipation device.
7. During excavation, stockpile the top 12"± of topsoil, and reuse topsoil as the top layer of soil when
backfilling.
8. Install water under stream then storm drain pipe. See Plan and Profile for Additional Information.
Backfill, compact and regrade area to original contours, or to grades shown on plan.
9. Install silt fence at top of ditch bank and at wetlands line to prevent erosion.
10. If wetland or stream areas are disturbed, outside of the impact areas, they shall be regraded to
original contours using topsoil for the top layer, and the stream banks shall be seeded, with annual
seed, then lined with coil fiber matting then staked with live willow stakes at 3' on
center to stabilize the banks to 5' beyond the top of bank.
11. See wetlands permit for additional requirements.
FEET
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
120 Jacksonville, North Carolina
i P.O. Box 976 - 306 New Bridge Street - 28540
Phone [phone] - www.TidewaterENC.com
Firm License Number: F-0108

Blue Moon
Holdings, LP
D.B. 3208, Pg. 321
Legend:
D.B. - Deed Book
ex. - Existing
M.B. - Map Book
Pg. - Page
- Wetlands Area
•
•
..i /• :/
i / /
'
4,4 / Wetland Impact
4/ vF' I1Ni
.'(' / See Sheets 4-6 of
•
'-, . • - . .
. . ;.i.
. 4-
.7
•
•
: 1 1
Existing Power
Line Easement
•
__•
tr.
f,
•-7
1:: \-- ex. sewage
pump station
\L/ \K I
i
�f. ( )
Wetland Impact___,--\
C
ASe\_.2e Sh1 ets 7-9 9
5t. James Park
of Williamsburg Plantation j
/7— ll
71* 1 f ( ..
•
11,
`4.
_
`.."7:Nt./
/Hyde Park
of Williamsburg Plantation
Cover Sheet
Exhibit Map Sheet 1 of 9
Project:
Williamsburg Plantation
Recreation Area
Jacksonville Twp., Onslow Co., North Carolina
Owner/Developer:
City of Jacksonville
P.O. Box 128 Jacksonivlle
Jacksonville, NC 28540
Date: 05-25-22
Scale:1"=600'
Field book: Misc. 4185, Pg. 23-24,26
File Name: Williamsburg Ret - Wet Crossings
Disk Name: Acad 42990
Drawn: BLD
Job No.: S201209-7589
Carolina Power & Light Co.
D.B. 408, Pg. 575
M.B. 61, Pg. 02
Huntington Park
Williamsburg Plantation
Wetland Impact
IHII
See Sheets 2-3 of 9
13�4
d
L
Jacksonville
Vicinity Sketch
Not to Scale
O
ra
Lcn
General Notes:
1. Existing Pump Station, Sewage Force Main, Sewer, and Wetlands Taken From an Electronic
Overlay of CAD) File From John L. Pierce 6 Associates, PA.
GRAPHIC SCALE: 1"=600'
0 300 600
1200
FEET
1800
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Phone [phone] - www.TidewaterENC.com
Firm License Number: F-0108
0

Y:\AutoCAD Civil 3D\2018 Civil 3D\COJ Recreation Area - Williamsburg Plantation\ DWG \ Williamsburg Rec - Wet Impact.dwg, 5/25/2022 9:31:05 AM, BLD
40
35
30
25
20
g
a
gCM
0
0
•
4A-->0
N
0 2
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N
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7
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0.47%
1.08°I0
Natural
Ground
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fh
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Project:
0+00
Profile View
Scale: 1"=40' Horiz.
1"=4' Vert.
Williamsburg Plantation
Recreation Area
Jacksonville Twp., Onslow Co., North Carolina
Owner/Developer:
1+00
40
35
30
25
20
Legend:
Ac. - Acreage
CL - Centerline
Elev. - Elevation
EOP - Edge of Pavement
FG - Finished Grade
Inv. - Invert
M.B. - Map Book
Pg. - Page
PVT - Point of Vertical Intersection
RCP - Reinforced Concrete Pipe
RRA - Rip Rap Apron
Sta. - Station
V.C. - Vertical Curve
40
35
30
25
20
30' Wide
Road
32.52
1
3:1 Slope
Max
30" RCP
IRRA
\--Natural
Ground
Wetland Impact "H" - Section Views
Exhibit Map Sheet 3 of 9
City of Jacksonville
P.O. Box 128 Jacksonivlle
Jacksonville, NC 28540
Date: 05-25-22
Scale:1"=40'
Field book: Misc. #185, Pg. 23-24,26
File Name: Williamsburg Ret - Wet Crossings
Disk Name: Acad #2990
Drawn: BLD
Job No.: S201209-7589
-0+50 0+00 0+50
GRAPHIC SCALE: 1"=40'
0 40
80
120
FEET
Section View
Scale: 1"=40' Horiz.
1"=4' Vert
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Phone [phone] - www.TidewaterENC.com
Firm License Number: F-0108
40
35
30
25
20
d

liamsburg Plantation\ DWG\ Williamsburg Rec - Wet Impact.dwg, 5/25/2022 9:31:33 AM, BLD
Y:\AutoCAD Civil 3D\2018 Civil 3D\COJ Recreati
Legend:
Ac. - Acreage
CMP - Corrugated Metal Pipe
Conc. - Concrete
Elev. - Elevation
EOP - Edge of Pavement
ex. - Existing
FG - Finished Grade
Inv. - Invert
LF - Linear Feet
RCP - Reinforced Concrete Pipe
RRA - Rip Rap Apron
SF - Square Feet
LA1
- Permanent Wetland
Impact Area
- Permanent Stream
Impact Area
- Temporary Wetland
Impact Area
- Temporary Stream
Impact Area
- Wetlands Area
- -32- - - Existing Contour
- Existing Stream
-Proposed Contour
/ /
/ /
/ /
/ /
/ /
Wetland Crossing "N" Impact - 6,665 SF (0.15 Ac.) / /
Stream Impact - 83 L.F. ± Length x 9.0'± Avg. Width /
Temporary "N" Impacts - 2,8315F (0.06 Ac.) / Extents of
Temporary Stream Impact - 40 L.F. ± Length x 9.0'± Wetland Impact
Avg. Width 360 S.F. (0.01± Ac.) /
/
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Project:
Williamsburg Plantation
Recreation Area
Jacksonville Twp., Onslow Co., North Carolina
Owner/Developer:
City of Jacksonville
P.O. Box 128 Jacksonivlle
Jacksonville, NC 28540
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Plan View
Scale: 1"=30'
Wetland Impact "N"
Exhibit Map Sheet 4 of 9
Date: 05-25-22
Scale:1"=30'
Field book: Misc. #185, Pg. 23-24,26
File Name: Williamsburg Ret - Wet Crossings
Disk Name: Acad #2990
Drawn: BLD
Job No.: S201209-7589
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TIDEWATER ASSOCIATES, INC.
60 90
FEET
Consulting Engineers - Land Surveyors - Land Planners
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Phone [phone] - www.TidewaterENC.com
Firm License Number: F-0108
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cl_o
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v
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F6 - Finished Grade
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N
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31+00 32+00 33+00 34+00 35+00
V.C. Vertical Curve
Profile View
Wetland
Exhibit
Impact
Map
"N"
Scale:
Sheet
1"=40' Horiz.
1"=4' Vert.
- Section Views
5 of 9
Owner/Developer:
Project:
WilliamsburgPlantation
City of Jacksonville
Date:
Field Misc. #185, Pg.23-24,26
Field book:
TIDEWATER ASSOCIATES, INC.
GRAPHIC SCALE: 1"=40'
Land Planners
Recreation Area
Jacksonville Twp., Onslow Co., North Carolina
P.O. Box 128 Jacksonivlle
Jacksonville, NC 28540
File Name: Williamsburg Ret - Wet Crossings
Disk Name: Acad #2990
Drawn: BLD
0
Consulting Engineers - Land Surveyors -
40 80 120 Jacksonville, North Carolina
P.O. Box 976 306 New Bridge Street - 28540.T.
Phone [phone] - www.TidewaterENC.com Est.1961
Job No.: S201209-7589
F T Firm License Number: F-0108
0

Y:\AutoCAD Civil 3D\2018 Civil 3D\COJ Recreation Area - Williamsburg Plantation\ DWG\ Williamsburg Rec - Wet Impact.dwg, 5/25/2022 9:32:22 AM, BLD
Le ;end:
CMP - Corrugated Metal Pipe
Conc. - Concrete
RRA - Rip Rap Apron
Project:
Williamsburg Plantation
Recreation Area
Jacksonville Twp., Onslow Co., North Carolina
20
15
10
30' Wide
Road
15 64
3:1 Slope
Ma
Conc. Headwall
Top 10.0
Conc. Headwall
Top 10.0
2-72" CMP
-0+50
0+00
Section View
Scale: 1"=40' Horiz.
1"=4' Vert.
0+50
Wetland Impact "N" - Section Views
Exhibit Map Sheet 6 of 9
Owner/Developer:
City of Jacksonville
P.O. Box 128 Jacksonivlle
Jacksonville, NC 28540
Date: 05-25-22
Scale: l"=40'
Field book: Misc. #185, Pg. 23-24,26
File Name: Williamsburg Ret - Wet Crossings
Disk Name: Acad #2990
Drawn: BLD
Job No.: S201209-7589
20
15
10
5
0
GRAPHIC SCALE: 1"=40'
0 40
80
FEET
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
120 Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Phone [phone] - www.TidewaterENC.com
Firm License Number: F-0108
0

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Wetland Crossing "I" Impact - 2,332 SF (0.05 Ac.)
Stream Impact - 129 L.F. ± Length x 10.9'± Avg. Width
1,406 5.F. (0.03± Ac.)
Temporary "I" Impacts - 657 5F (0.02 Ac.)
Temporary Stream Impact - 25 L.F. ± Length x 10.9'±
Avg. Width 273 S.F. (0.01± Ac.)
/ /
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II /r/�/ I // / I I
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Conc. Headwall I
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/// / / i////// j// / /i /
Project:
Williamsburg Plantation
Recreation Area
Jacksonville Twp., Onslow Co., North Carolina
Owner/Developer:
City of Jacksonville
P.O. Box 128 Jacksonivlle
Conc. Headwall
Inv. In 8.60'
1 l l I
1111
11,11111
Plan View
Scale: 1"=30'
Wetland Impact "I"
Exhibit Map Sheet 7 of 9
/
Legend:
Ac. - Acreage
Conc. - Concrete
Elev. - Elevation
EOP - Edge of Pavement
FG - Finished Grade
Inv. - Invert
Ln. - Lane
RCP - Reinforced Concrete Pipe
RRA - Rip Rap Apron
5F - Square Feet
(148 , - Adjoining Lot Number
LA1
- Permanent Wetland
Impact Area
- Permanent Stream
Impact Area
- Temporary Wetland
Impact Area
- Temporary 5tream
Impact Area
Wetlands Area
\?�C —— — - Existing Contour
- Existing Stream
- Proposed Contour
Date: 05-25-22
Scale: l"=30'
Field book: Misc. #185, Pg. 23-24,26
File Name: Williamsburg Ret - Wet Crossings
Disk Name: Acad #2990
Drawn: BLD
Job No.: S201209-7589
GRAPHIC SCALE: 1"=30'
0 10 20 30
60
90
FEET
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Phone [phone] - www.TidewaterENC.com
Firm License Number: F-0108
0

Y:\AutoCAD Civil 3D\2018 Civil 3D\COJ Recreation Area - Williamsburg Plantation\DWG \Williamsburg Rec - Wet Impact.dwg, 5/25/2022 9:33:15 AM, BLD
Legend:
CL - Centerline
Elev. - Elevation
FG - Finished Grade
Inv. - Invert
PVI - Point of Vertical Intersection
RCP - Reinforced Concrete Pipe
Sta. - Station
V.C. - Vertical Curve
Project:
30
25
20
15
10
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Williamsburg Plantation
Recreation Area
Jacksonville Twp., Onslow Co., North Carolina
Owner/Developer:
City of Jacksonville
P.O. Box 128 Jacksonivlle
Jacksonville, NC 28540
0+00
Profile View
Scale: 1"=40' Horiz.
1"=4' Vert.
1+00
Wetland Impact "I" - Section Views
Exhibit Map Sheet 8 of 9
Date: 05-25-22
Scale: T' 40'
Field book: Misc. 4185, Pg. 23-24, 26
File Name: Williamsburg Ret - Wet Crossings
Disk Name: Acad #2990
Drawn: BLD
Job No.: S201209-7589
GRAPHIC SCALE: 1"=40'
0 40
80
120
FEET
30
25
20
15
10
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Phone [phone] - www.TidewaterENC.com
Firm License Number: F-0108
0

3D\2018 Civil 3D\C
Legend:
Conc. - Concrete
RCP - Reinforced Concrete Pipe
RRA - Rip Rap Apron
30
25
20
15
10
20' Gravel
Access
13:1 Slope
Max
Conc. Headwall
Top 16.1
Conc. Headwall
Top 15.9
RRA
60" RCP
Natural
-1+00
Project:
Williamsburg Plantation
Recreation Area
Jacksonville Twp., Onslow Co., North Carolina
Owner/Developer:
City of Jacksonville
P.O. Box 128 Jacksonivlle
Jacksonville, NC 28540
0+00
Section View
Scale: 1"=40' Horiz.
1"=4' Vert.
Ground
1+00
Wetland Impact "I" - Section Views
Exhibit Map Sheet 9 of 9
Date: 05-25-22
Scale:1"=40'
Field book: Misc. #185, Pg. 23-24, 26
File Name: Williamsburg Ret - Wet Crossings
Disk Name: Acad #2990
Drawn: BLD
Job No.: S201209-7589
30
25
20
15
10
GRAPHIC SCALE: 1"=40'
0 40
80
FEET
TIDEWATER ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
120 Jacksonville, North Carolina
P.O. Box 976 - 306 New Bridge Street - 28540
Phone [phone] - www.TidewaterENC.com
Firm License Number: F-0108
0

Automatic reply: [External] 401 Pre -filing Meeting Request
Subject: Automatic reply: [External] 401 Pre -filing Meeting Request
From: 401PreFile <[e-mail]>
Date: 6/7/2022, 1:24 PM
To: Tony Moctezuma <[e-mail]>
This email confirms receipt of your pre -filing meeting request. Please retain this email for your records and
submit this documentation as part of your 401 application (PCN Application) as required by federal law.
DWR will not be able to accept your application without this federally required documentation. 401
applications received without documentation that a pre -filing meeting request was submitted at least 30
days prior will be returned as incomplete.
Responses to this email are not monitored.
Background
On April 6, 2022, the United States Supreme Court issued an order staying a lower court's vacatur of the
Trump Administration's 2020 "Clean Water Act Section 401 Certification Rule" ("Federal Rule"). As a result
of the United States Supreme Court order, the Trump Administration's Federal Rule has sprung back into
effect.
The Trump Administration's Federal Rule imposes additional procedural requirements on applicants for 401
Certifications and on DWR's processing of those applications. One requirement is that 401 applicants must
request a pre -filing meeting request at least 30 days prior to submitting their 401 application. [40 C.F.R.
§121.4] In turn, the Federal Rule requires that applicants include documentation of their pre -filing meeting
request in their 401 Certification application. [40 C.F.R §121.1; 40 C.F.R. §121.5]. Please refer to
the Federal Rule for more information.
Per 40 CFR §121 and §121.5, a 401 Certification application that does not include the required pre -filing
meeting request documentation does not constitute a "certification request" As a result of the
reinstatement of the Trump Administration's Federal Rule, all 401 applications received after April 6, 2022
that do not have documentation that a pre -filing meeting request was submitted at least 30 days prior to
submittal of a 401 Certification application will be returned as incomplete.
If you need to contact 401/Buffer Permitting Staff, please use the following link(s) to access of staff contact
list(s).
For Non -Transportation Central Staff:
https://deq.nc.gov/about/divisions/water-resources/water-quality-permitting/401-buffer-permitting/401-
buffer-perm itti ng-contacts
For Non -Transportation Regional Staff: https://edocs.deq.nc.gov/WaterResources/DocView.aspx?dbid=0&
id=2162034&cr=1
For all Transportation Projects Including NCDOT Projects:
https://deq.nc.gov/about/divisions/water-resources/water-resources-permits/transportation-permitting
/staff -contacts
1 of 1 7/7/2022, 11:09 AM