20090922 Ver 2_ePCN Application_20210203

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes IT No
Change only if needed.
BIMS # Assigned
20090922
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Select Project Reviewer*
Chris Pullinger:eads\rcpullinger
Information for Initial Review
1a. Name of project:
Greenville Boating Access Area - Port Terminal Road
1a. Who is the Primary Contact?*
Myers Mast
1b. Primary Contact Email:*
[e-mail]
Date Submitted
2/3/2021
Nearest Body of Water
Hardee Creek
Basin
Tar -Pamlico
Water Classification
C
Version#*
2
Reviewing Office *
Washington Regional Office - [phone]
1c. Primary Contact Phone:*
[phone]
Site Coordinates
Latitude: Longitude:
39.5975-77.3240
Pre -Filing Meeting Information
ID# Version
20090922 2
Pre -fling Meeting or Request Date*
12/11 /2020
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Forni 53.73KB
A. Processing Information C^U
County (or Counties) where the project is located:
Pitt

Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
la. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
r Yes
r No
Please provide the date of the previous submission.*
9/23/2020
1b. What type(s) of permit(s) do you wish to seek authorization?
r Nationwide Permit (NWP)
r,! Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Regional General Permit (RGP) Number: Other
RGP Numbers (for multiple RGPS):
197800125
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - Express
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
F Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
City of Greenville
2b. Deed book and page no.:
Bk V51, Pg 485
2c. Responsible party:
*
r Yes r No
r Yes r No

2d.Address
Street Address
920 Port Terminal Road
Address tine 2
Mailing Address - PO Box 7207
city
Greenville
Postal / Zip Code
27835
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Myers Mast
3b. Business Name:
North Carolina Wildlife Resources Commission
3c.Address
Street Address
1751 Varsity Dr.
Address Line 2
Mailing Address - 1720 Mail Service Center
Cfty
Raleigh
Postal / Zip Code
27699
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
Slate / Province / Region
NC
Country
us
2f. Fax Number:
Slate / Rovince / legion
NC
Country
us
3e. Fax Number:
C. Project Information and Prior Project History U
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Greenville
Project Identification
2a. Property Identification Number:
2b. Property size:
5607150867
22.58
2c. Project Address
Street Address
920 Port Terminal Road
Address Line 2
Clly
Slate / Province / legion
Greenville
NC
Postal / Zip Code
Country
27835
us
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Hardee Creek
3b. Water Resources Classification of nearest receiving water:*
C
3c. What river basin(s) is your project located in?*

Tar -Pamlico
3d. Please provide the 12-digit HUC in which the project is located.
030201030605
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:*
The area currently being leased to NCWRC and used as a public boat ramp facility is approximately 2.67 acres of a parcel of land owned by the City of Greenville that is 22.58 acres.
The site has a gravel loop road and gravel parking for cars and cars with boat trailers. The adjacent land uses are residential and vacant city owned property. The expansion of this
project in this phase and potential future phases would increase the project area from 2.67 acres to 4.27 acres.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r- Unknown
4c. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
SAW-2009-01635
Project History Upload
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS 8.5x11.pdf
683.06KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
20200922_11042111413_54_Soil_Map.pdf 712.88KB
4f. List the total estimated acreage of all existing wetlands on the property:
N/A
4g. List the total estimated linear feet of all existing streams on the property:
Hardee Creek Frontage - 215 LF
4h. Explain the purpose of the proposed project:*
The purpose of the new project is to add a 15' lane to the boat ramp with newfloating docks and a kayak launch. Newgravel parking is proposed for vehicles without trailers and new
concrete ADA spaces are proposed for vehicles with trailers.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
New ramp construction will include excavation and grading to match existing ramp slope. An excavator bucket will be used to remove soil from above the NWL as well as below. Dredged
material will be trucked off -site to local landfill. Rip -rap and gravel base material for the ramp will be placed by excavator and graded by bulldozer. The section of ramp below NWL will be
poured on site above riparian buffer line. Once cured, this slab will be pushed into place. Concrete above NWL will then be formed and poured in -place. Abutment concrete Will then be
poured and pre -constructed floating docks and kayak launch will be installed. New ADA parking will include demolition of existing concrete, excavation of existing soil for gravel base
course, and poured in -place concrete slab. Newgravel parking will include clearing of trees and underbrush, excavation of soil and minor grading with back hoe and dozer to allowfor
placement of gravel. General grading Will occur outside of constructed areas to maintain and enhance current drainage patterns. Upon completion, wheel stops and signage will be
installed and all disturbed areas will seeded and strawed.
4j. Please upload project drawings for the proposed project.
Greenville Expansion REV.pdf 8.51MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r- Yes r No C7 Unknown
Comments:
NCWRC has met on -site with USACOE rep. No wetlands present.
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r- Preliminary r Approved r Not Verified r- Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
7b. If yes, explain.

The City of Greenville may want to expand vehicle -with -trailer parking in the future if the use of the facility increases. The conceptual layout of this parking is shown on CD 2.0 Overall
Plan on the enclosed drawings.
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?
No
FD. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
r Wetlands r Streams -tributaries W Buffers
W Open Waters r Pond Construction
4.Open Water Impacts
4a. Site #
4a1. Impact Reason
4b. Impact type
4c. Name of wat,rbody
4d. Activity type
_11
4e. Wate rbody type
4f. Impact area
Ramp construction
P
Hardee Creek
Excavation
_11
Tributary
0.03
4g. Total temporary open water Impacts:
0.00
4g. Total open water impacts:
0.03
4h. Comments:
Ramp excavation and dredge to adequate depth to match existing ramps.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
r Neuse
r Catawba
r Goose Creek
r Other
4g. Total permanent open water impacts:
0.03
I7 Tar -Pamlico
r Randleman
r Jordan Lake
6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact
Water Dependent Use
P
Hardee Creek
No
1,270
780
Associated grading
T
Hardee Creek
No
0
600
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 0.00 600.00
Zone 1
Zone 2
Total Permanent impacts: 1,270.00
780.00
Zone 1
Zone 2
Total combined buffer impacts: 1,270.00
1,380.00
6i. Comments:
Supporting Documentation
Buffer impacts.pdf
E. Impact Justification and Mitigation
1. Avoidance and Minimization
6.6MB
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The amount of impact is only what is absolutely necessary to construct the ramp, floating docks, and properly grade for a less than 2 % slope ADA
parking pad.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:

Boat ramp to be same slope as existing ramps even though they are steeper than NCWRC standard design. This will lessen the impact below NWL.
We Will be using rip -rap to stabilize the slope adjacent to the ramp so that we can go steeper and get back to grade quick, lessening the impact to
existing bank. ADA parking has been designed outside of the buffer area to lessen grading and earth work within the buffer.
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?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The project will not result in the loss of aquatic resources.
[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?
r Yes r No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SMNT)
r Other SCM that removes minimum 30 % nitrogen
W Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)?
r Yes r No
Comments:
The current boat ramp facility is approximately 2.67 acres of the 22.58 acre parcel (11.82%). The new parking area shown on the plans adds approximately 10,000 sf of development to
the current site. This equates to 2.90 acres of the 22.58 acre parcel (12.84%). The total land required for possible future expansion is 4.27 acres of the 22.58 acre parcel (18.91 %).
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?*
r Yes r No
u
1b. 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 (North Carolina)
Environmental Policy Act (NEPA/SEPA)? *
r Yes r No
Comments:*
The project does not have a potential detrimental environmental effect upon natural resources, public health and safety, natural beauty, or historical
or cultural elements, of the state's common inheritance.The project is under $10 million dollars.The project disturbs less than 10 acres.
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)? *
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
This project will not result in additional development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A

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?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
r Yes r No
Se. Is this a DOT project located within Division's 1-8?
r Yes r No
St. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?`
r Yes r No
r Unknown
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.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS - (IPaC) Information for Planning and Consultation - online project planning tool &
NCWRC correspondence
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
Are there submerged aquatic vegetation (SAV) around the project vicinity?*
r Yes r No r Unknown
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NCWRC, Maria Dunn
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?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC DNCR - HPO
7c. Historic or Prehistoric Information Upload
ER-20-2136.pdf 165.08KB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
There are no habitable structures proposed. A consulting engineer has provided a no -rise certification for the proposed work.
8c. What source(s) did you use to make the floodplain determination?*
FEMA National Flood Hazard Map
Miscellaneous
Comments

The following are variance requests from the conditions of RGP197800125:
1. The proposed ramp extends 28.6' waterward of the NWL Mich exceeds the 20' maximum stated in Special Conditions b. of the general permit. The new ramp lane has been designed
to match eAsting ramp lanes in slope and length to ensure safe and adequate water depths for the anticipated vessels. 2. The proposed Floating docks are 8' wide which exceeds the 6'
maximum width stated in Special Conditions c. iii. The 8' width is a more stable and functional width for embarkment to & from vessels as well as ADA access, therefore improving public
access.
Both variance requests were granted in the previous permit, SAW-2009-01635.
Miscellaneous attachments not previously requested.
Signature U
R 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:
Ralf Myers Mast
Signature
A- I fae I(Zt
Date
2/3/2021

e C'rf,eh
I �?r River
H1rdee Creek

Soil Map —Pitt County, North Carolina
(Port Terminal)
290010 290080 290150 290220 290290 290360 290430
35o 35' 57" N
0
tb
35o 35' 42" N
290010 290080 290150 290220 290290 290360
in
Map Scale: 1:3,380 if printed on A landscape (11" x 8.5") sheet.
Meters N
0 50 100 200 300
Feet
0 150 300 E00 900
Map projection: Web Mercator Conermordinates: WGS84 Edge tics: UTM Zone 18N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
290500 290570 290640
290430 290500 290570 290640
290710
35o 35' 57" N
0
tb
35o 35' 42" N
290710
M
m
9/22/2020
Pagel of 3

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special
Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
0
Landfill
A.
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
o
Sodic Spot
Soil Map —Pitt County, North Carolina
(Port Terminal)
MAP INFORMATION
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:15,800.
Stony Spot
th
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
4�
Other
line placement. The maps do not show the small areas of
Special Line Features
contrasting soils that could have been shown at a more detailed
scale.
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
measurements.
Transportation
—
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
. 0
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Local Roads
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Background
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Pitt County, North Carolina
Survey Area Data: Version 17, Jun 3, 2020
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 20, 2015—May
15, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 9/22/2020
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Pitt County, North Carolina
Port Terminal
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
Bb
Bibb complex
15.8
26.8%
LaB
Lakeland sand, 0 to 6 percent
slopes
27.7
47.1 %
Os
Osier loamy sand, loamy
substratum (Plummer)
7.3
12.4%
W
Water
7.3
12.4%
WaB
Wagram loamy sand, 0 to 6
percent slopes
0.7
1.3%
Totals for Area of Interest
68.9
100.0%
USDA Natural Resources Web Soil Survey 9/22/2020
Conservation Service National Cooperative Soil Survey Page 3 of 3

NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1720
[phone] FAX: [phone]
PROJECT
GREENVILLE BOATING ACCESS AREA
PITT COUNTY, NC
SCO I D#: 20-21590-01
PERMIT DRAWINGS
06/05/20
SHEET INDEX
CD-1.0
EXISTING CONDITIONS
CD-2.0
OVERALL PLAN
CD-3.0
LAYOUT PLAN
CD-4.0
GRADING PLAN
CD-5.0
RAMP PROFILE
CD-6.0
DETAILS
CD-7.0
DETAILS
VICINTY MAP
j
Pitt Greenville U
U
Airport
v ,
Giver Park
0
Gaefom Greek
Public Golf Co
Greenville
°.
EaslC�a rollna
G�iverenY .
O
PROJECT SITE
�w
Greenville Mall v
eq s
percem"
9
0

EXISTING RAMPS
W/FLOATING DOCK
� NWT
e�
� poi i
�— EXISTING ADA
PARKING SPACES
- --- EXISTING CONTOUR LINE
TYP,
A D
R
T E R M I N A
P0R
EXISTING TREE LINE
60 0 60 120
Scale 1" = 60'
w
N�
Q
Z
Q 0
m o H
W 0
J c� Z
J o 0
U
Z o 0
W Z
W O
U H
0 �
x
W
U
z
z
0
Date:
06-05-2020
File Name.
(Surveyed: ML/CR I
Designed: RMM
Drawn: RMM
Approved: GG
CD-1.0

z
O
COURTESY DOCK
WIKAYAK LAUNCH
TA R R I V E R •��� , L 1 W
�w
NEW RAMP WIFLOATING ,-' - �- Q� w> 0)
DOCKS BOTH SIDES - _IPKto
OP �0uuZ
Zz
f- J
10'x2O' SINGLE � w 0 <
O
VEHICLE PARKING a z U .0`ON
z C9 U
= oo rn
� M � SPACE (TYP) 0 Lu 0
4>3� �7 /� • ���� xz= �: oo
--
f C9 F ---
S 81d 31' E
z _ 'LONJ O X
i
®i Q a. 3
0 0`� 126.81 `_- ,�®zoo aLL.
i � w
� o
o ZQ
p w
CONCRETE / _>
AD PARKING ! S� Of
N
Fv�
V
rCrj
Z
\ FUTURE NEW m o Q
N PS ENTRANCE
P FUTURE 10'x40' w M J
VEHICLE -TRAILER J
PARKING SPACES J o J
F \ ' N
z o
w
o w
1�. w
� U >
N s9 \ \ FUTURE 10'x40'
s2, VEHICLE -TRAILER
s9 03 01
Jei/ PARKING SPACES
ROAD z
A >
Z
'ems 01`�O
P 0 U
Date:
06-05-2020
File Name:
G reenvil IeExpa nsi on. dwg
Surveyed: MUCR
Designed: RMM
60 0 60 120 Drawn: RMM
Approved: GG
Sheet No.
Scale 1" = 60' CD-2.0

S 81 d 31 '---
126.81
E,
♦ �� C� ,
i
40' gbURTFS-YHOC{,-'
$,-WXK,4YAK lA-UN-CH-'�
j ---�
ro
V00
ss, - NEW RAMP WIFLOAT/NG
DOCKS BOTH SIDES
120' -
z a a' CONCRETE WHEEL
STOPS TyP.
_ IO x2O' SINGLE
VEHICLE PARKING
RIP( RAP AT AMP �' SPACE (TYP)
EDGE. CONC.', UNDER, %
l DOCK TO NWL "
R5'
20.0' 10'
1 _ 45t0>
40.0 ° °cam.; \1a` �� �� R5' NEW GRAVEL
PARKING AREA
28.0'
VG RAMPS 15 8' j
�
CONCRETE ADA s 1 1
PARKING SPACES
�a NEW TREELINE
k20' �� ' _ CLEARED AREA +-9,930 SF
_ � o
EXISTING GRAVEL
VEHICLE MANEUVER AREA
1
• I
30 0 30 60
Scale 1" = 30'
Of
W
Q
H
Q
m o 0
WLaJ
J ,
J
CD
\ N �
W
W
W ° a
U
z
z
7)
O
Date:
06-05-2020
(Surveyed: MUCR I
Designed: RMM
Drawn: RMM
Approved: GG
CD-3.0

DREDGE AREA ��
I, �----� =
1, I33 SF 9 1.45'
RTE770
AVG. DEPTH TO
WI-E� DOCK—'
REMOVE= 60 CY
Co,-W YM 4'LAU7`lCH— o W� _
-6---_
� �� �/M -� i i�-�� /�
lox
I
,;
\Go
-- �-BAND--_TYPE i
i
AI
-
EXISTING /
CONTOUR ,
0
43
46
126.81
V ��� a-_ _
1A
70
40
°I
/
8.4
k . 10 �� gP 0
13.50
Sroa n
/ a
• i °/ a
- -
°
�� CONTOUR
MAX. SLOPE 27. /
- o
AT ADA SPACES
I
\
74
'
� 0
'
N
Split Rail Fence
O
'
30 0 30 60
Scale 1" = 30'
V)
w
�w
U_
W M
♦Y LU N
W y C
J Z Fw- J
�aw0
U
Q Z w U
?z>1
OWLL wO
QOU)Z
U Z = Z
,2122
0 j NLLJ
Z G as
/ [l
Of
W
Q
H
0
06-05-2020
(Surveyed: MUCR I
Designed: RMM
Drawn: RMM
Approved: GG
CD-4.0

Z
O
rn
O
U
to
W
U
jw
OU rn
w� �
W N
LLC9wZ
0 Z Z J
U
aZwU I(0
z30—x 0— 0— rn
0 00
LL W O O O w
rnrn-0
QO�Z
U Z- 2 rn rn
Q
2 U
d
LY�OJ p X =i
z0�� dLL
Z w
� U
F N
.0 j N
Z U W�
CONCRETEAPRON
GRAVEL PARKING LOT 8"REINFORCED CONCRETE
TOP OF RAMP/
6" WASHED STONE
VERTICAL CURVE VERTICAL CURVE
LU
15 ELEV = 8.10 ELEV = 6.90 EXISTING GRADE
15
>
CUT- S
E SHEET
10
4.0 FOR
GRADI
10
H
DREDGE
-SEE
SHEET
' ---
4.
9 FOR Ll
ITS
5
0
NORMAL
TER LEVEL
0.00
0
J
20
APRON
00'lu
VER
ICAL
RAMP G
DE =
6°6
--'
"'---
- ____ _
_
cu
ve
TO MAT
HEXIS
lNG
°
____
- -----
O
-5
-
5
a
`
1
67.83'
RAMP
___'-__—_
--"'---
-- _
M
W c:)
- 7 0
10
W LO
a
J CV
J N
-15
15
Q
ROTTOMOFRAMP
Z
ELEV = -4.00
W
O
�
W
W
RAMP STRUCTURE
�
W
1/PD-5.0
8" STEEL REINFORCED CONCRETE
n
W
RAMP PROFILE
6" WASHED STONE
V
Q
12" CLASS A RIP RAP
U
z
H
z
O
a
Date:
06-05-2020
File Name:
G reenvilleExpansion.dwg
Surveyed: MUCR
Designed: RMM
Drawn: RMM
Approved: GG
Sheet No.
CD-5.0

VAN ACCESSIBLE AS
VAN
REQUIRED
ACCESSIBLE cy)
O
O
JI
RESERVED
cn
W
R7-8 SIGN, BOLT TO POST
PARKING
X rn
W/ J18" CADMIUM PLATED
BOLTS, NUTS, AND WASHERS.
o
02
cn w (o
W N
LLC9WZ
0 Z z J
NOTE. SIGNAGE TO PER
J w U of
N.C.S.B.C. DETAILS R7-8 &
PENALTY
O
Q z W U
U)
8" (MIN.) COMPACTED AGGREGATE
R7-8D
cy)
$250
Z 3 U 2
D o m
BASE COURSE STONE
GS20.3's
J w of of'�'�
O
°
oo- oo
LL W O
O lo z
.2
rn rn
CONDITION 1:
a
U Z- i
rn rn
N
PEDESTRIAN PATH DOES
= O Q O
u
4
z0
NOT PASS UNDER OR
in o w
AROUND SIGN.
o �a
_c
z ii
GALVANIZED "U"
o
o
CONDITION 2:
:OMPACTED SUBGRADE
z
z
PEDESTRIAN PATH GOES
CHANNEL POST
00
O
BY, UNDER, OR
a
w
AROUND SIGN.
.0
Z U
N
CD
cc
c
��
LA_
PAVEMENT OR GROUND
LU
H
1 /C D-6.0
a
PAVEMENT
GRAVEL
TS
Q
PARKING SECTION
o
a
a
52 " MIN. 4000 PSI
GENERAL NOTES:
m
�
°
CONCRETE
J
o
W
a
° °
�
1. REGARDLESS OF AGE, ALL ACCESSIBLE SPACES
SHALL BE IDENTIFIED BY ABOVE -GROUND SIGNS.
a
J
N
'
Q
Qa
4" COMPACTED
2/CD-6.0
o
04
o�o o�jo
o�o o�jo o
ABC
ADA SIGNAGE
Z
9
W
NTS
W
O
(n
COMPACTED
SUBGRADE
�I
c
_
III III
III III II
�
�
CONCRETE WHEELSTOP
- 9" WIDE X 6.5" TALL X 6' LONG
CU
SIDEWALK NOTES
1. CONSTRUCT CONCRETE SIDEWALK 5' WIDE UNLESS
SIDEWATl//
LK SECTION
4 " MIN. E PSI
CONCRETE
EDGE OF PAVEMENT
2.0'
- TWO 3/4 " THRU-HOLES FOR ANCHORING
z
H
OTHERWISE DENOTED ON THE PLANS.
I
° °
z
2. PLACE A GROOVE JOINT 1 " DEEP WITH %8" RADII AT
a
PARKING LOT
5' INTERVALS. ONE 312 " EXPANSION JOINT REQUIRED AT
a °
0
50' INTERVALS AND WHERE SIDEWALK JOINS ANY RIGID
°�
U
STRUCTURE.
4" COMPACTED
J. ALL CONCRETE SHALL HAVE A MINIMUM
o 0 0 0
0 0 0 0 o
ABC
o
COMPRESSIVE STRENGTH OF 4000 PSI
N
0-
4. BROOM FINISH SIDEWALKS.
COMPACTED
#4 REBAR, 2' LONG
Date:
5. ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SUBGRADE
2 PER WHEEL STOP
SLOPE OF 1.89
06-05-2020
File Name:
G reenvilleExpansion.dwg
Surveyed:
MUCR
Designed:
RMM
3/CD-6.0
4/CD-6.0
Drawn:
RMM
CONCRETE ADA PARKING & SIDEWALK
WHEEL STOP
Approved:
GG
Sheet No.
NTS
NTS
CD-6.0

gill
#4 BARS @ 12" O.C.
J
p
4
Q
a
�
a
a
4
� a
p /
a
a
-1q
4
J
a
O /
p
4
/
4
a
4
4
Q /
4 a
a
q4
a
q
/
J
p
4
a
4
4
�
aj
O
4
p
J
O
/
4
4
J
a
pJa
4
O
p
9
J
a
4
9
Op
a
p
J
/
O
4
O
J
p 4
4
O J
WOODED FORM WORK (TYP.)
O E,
N �1
J
BI
PLAIN VIEW
�4"�- 1 1 "
#4 BARS @ 12" O.C.
O
4
p° p #4 BAR/S, @ 1 2'/ O.C. -1
Q
4 a J•
/ O /4
� a
4 BAR SUPPORT FOR J SAFETY CHAIN J 4" HT REBAR CHAIR
WITH BASE - 2' MAX.
ANCHOR BOLTS ANCHOR BOLT
SPACING (TYP.)
SECTION A -A
1 /C D-7.0
CONCRETE ABUTMENT
NTS
mil
NOTES.-
1. ALL REINFORCEMENT, FORM WORK, CONCRETE PLACEMENT, AND CURING PRACTICES SHALL
CONFORM TO A01-318-11 BUILDING CODES FOR STRUCTURAL CONCRETE. READY MIX
CONCRETE SHALL MEET ASTM-094 SPECIFICATION. REINFORCING STEEL SHALL BE GRADE-60
MEETING ASTM-A615 SPECIFICATIONS.
2. ABUTMENT BASE MUST BE LEVEL BEFORE PLACING FORMS AND REINFORCING STEEL.
4" HT. REBAR CHAIR
J. MAINTAIN MIN. J" CLEARANCE BETWEEN REINFORCING STEEL AND INSIDE OF FORMS AND 2"
WITH BASE - 2' MAX.
CLEARANCE BETWEEN TOP OF STEEL AND TOP SURFACE OF CONCRETE.
SPACING (TYR)
4. TIE STEEL USING SIMPLE WIRE TIE CONNECTIONS AT EACH INTERSECTION.
5. SUPPORT REBAR CAGE USING 4" HT. REBAR CHAIRS ATTACHED TO STIRRUPS AT 2' MAX.
SPACING.
6. INSTALL ALL ANCHOR BOLTS FOR PIANO HINGE AND SAFETY CHAIN THROUGH PREDRILLED
HOLES IN FORM WORK. SECURE WITH WASHERS AND NUTS TO OUTER FACE OF FORM. TIE
BOLTS TO REBAR CAGE.
7. BLOCK OUT AS NECESSARY FOR PIANO HINGE.
B. USE VIBRATOR TO CONSOLIDATE CONCRETE AND ELIMINATE VOIDS IN CORNERS AND
AROUND EMBEDDED OBJECTS.
9. READY MIX CONCRETE SHALL BE 4,500 PSI NCDOT CLASS AA FITH FIBER AND 4" SLUMP.
J
%4" DIA. X 18'J HOG ANCHOR
BOLTS (TYP.). SET IN
PREDRILLED FORM HOLES WITH
1-J/4" OF THREAD EXPOSED PAST
OUTSIDE OF FORM AND TIED TO
REBAR CAGE
8.0'
91"
#4 STIRRUPS @ 12" O.C.
16" LAP JOINT WITH
SIMPLE TIES
p q /
/
p
4
9
9
/
O
Q
4
pJ
Op
O a
J qp
p
4
J
J
p
p a �
O J p / 4
4
ANCHOR BOLTS (TYP.)
J/4 BAR SUPPORT FOR
ANCHOR BOLTS
SECTION B-B
0
U
W
w
U
N
�w
OU rn
w>
w N
LLC9wZ
0 Z z J
U
aZwU
J Z > �-
0 w of of
QLL w 0
0 coZ
U Z J IfM 0 2 2
a T)0w
05_0N�
Z
a
rc
0.
z a
U
a
_
m �
O
W Lo
J N
J o
N
Z o
2" MIN. CLEARANCE
BETWEEN TOP OF STEEL
W O
A/ C)
L�
AND SURFACE OF
/ A
CONCRETE
U
Z
WOODEN FORM WORK D
(TYP.) 1 O
U
D_
06-05-2020
c I
J
a
W
1
r
cn
G reenvilleExpansion.dwg
Surveyed: MUCR
Designed: RMM
Drawn: RMM
4pproved: GG
CD-7.0

DREDGE AREA
1, I33 SF © 1.45 , 1
AVG. DEPTH TO
REMOVE= 60 CY
_6 - —_
V.
S 81d 31' E- -_
126.81
\ o
-- a
4Zone
G� 780-1
:Y
I
a !
NO
fact (P)
C0-URTE� DOCK----
— W1—EZ DOCI(
-WA Yw'LA.UNCo—�_�
—'— D;e%i;
-BANK_-_ZYP�
I f
Zone 1
I
one 2 impact (7) / � EXISTING /
11/ 1
MAX. SLOPE 2 0
AT ADA SPACES
M
9 ---- -,0 -
.� I
Split Rail Fence
30 0 30 60
Scale 1" = 30'
w
W
U_
L u
wN
W y � Q
J Z F
w0
LU of
Q Z WO
J Z > ~
OWof
LL W0
QOUZ
U Z -j _
20C9
y O J
O_ Q
Zo�W.
Of
I_I_I
Q
O
O
rn
N
0
N
06-05-2020
Z_
0
V
r
W
a
a
G reenvil IeExpa nsi on. dwg
Surveyed: MUCR
lesigned: RMM
)rawn: RMM
4pproved: GG
CD-4.0

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary Susi H. Hamilton
November 6, 2020
MEMORANDUM
TO:
FROM:
SUBJECT:
Myers Mast
NC Wildlife Resources Commission
Ramona M. Bartos, Deputy
State Historic Preservation Officer
i
Office of Archives and History
Deputy Secretary Kevin Cherry
Expand existing public boat ramp, 920 Port Terminal Road, Greenville, Pitt County,
ER 20-2136
Thank you for your email of September 25, 2020 concerning the above project.
We have conducted a review of the project and are aware of no historic resources which would be affected
by the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36
CFR Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579
or environmental.reviewkncdcr.gov. In all future communication concerning this project, please cite the
above referenced tracking number.
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6598

ID#* 20090922
Version* 2
Regional Office * Washington Regional Office - [phone]
Reviewer List* Robert Tankard
Pre -Filing Meeting Request submitted 12/11/2020
Contact Name* Myers Mast
Contact Email Address* [e-mail]
Project Name* Greenville Boating Access Area
Project Owner* NCWRC for City of Greenville
Project County* Pitt
Owner Address: Street Address
1701 Mail Service Center
Address Line 2
aty
State / Province / Pegion
Raleigh
NC
Postal / Zip axle
Country
27699
us
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
* 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
* Individual Permit F Modification
F Shoreline Stabilization
Does this project have an existing project ID#?*
C Yes (-- No
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below.*

The area currently being leased to NCWRC and used as a public
boat ramp facility is approximately 2.67 acres of a parcel of land
owned by the City of Greenville that is 22.58 acres. The site has a
gravel loop road and gravel parking for cars and cars with boat
trailers. The adjacent land uses are residential and vacant city owned
property. The expansion of this project in this phase and potential
future phases would increase the project area from 2.67 acres to
4.27 acres.
The purpose of the new project is to add a 15' lane to the boat ramp
with newfloating docks and a kayak launch. Newgravel parking is
proposed for vehicles without trailers and new concrete ADA spaces
are proposed for vehicles with trailers.
New ramp construction will include excavation and grading to match
existing ramp slope. An excavator bucket will be used to remove soil
from above the NWL as well as below. Dredged material will be
trucked off -site to local landfill. Rip -rap and gravel base material for
the ramp will be placed by excavator and graded by bulldozer. The
section of ramp below NWL will be poured on site above riparian
buffer line. Once cured, this slab will be pushed into place. Concrete
above NWL will then be formed and poured in -place. Abutment
concrete will then be poured and pre -constructed floating docks and
kayak launch will be installed. New ADA parking will include demolition
of existing concrete, excavation of existing soil for gravel base
course, and poured in -place concrete slab. Newgravel parking will
include clearing of trees and underbrush, excavation of soil and
minor grading with back hoe and dozer to allowfor placement of
gravel. General grading will occur outside of constructed areas to
maintain and enhance current drainage patterns. Upon completion,
wheel stops and signage will be installed and all disturbed areas will
seeded and strawed.
Please give a couple of dates you are available for a meeting.
12/15/2020
12/16/2020
12/17/2020
Please attach the documentation you would like to have the meeting about.
Greenville Expansion REV.pdf 8.51 MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
1 also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.

Signature
4. 4�467—
Submittal Date 12/11/2020