20200559 Ver 1_PCN Form Submission_20200424

DWR
Dlrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
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?*
G Yes r No
Change only if needed.
BIMS # Assigned
20200559
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Washington Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Snow Hill Boat Access Area
1a. Who is the Primary Contact?*
Steven Bailey
1b. Primary Contact Email:*
[e-mail]
Date Submitted
4/24/2020
Nearest Body of Water
Contentnea Creek
Basin
Neuse
Water Classification
C, Sw, NSW
Site Coordinates
Latitude: Longitude:
35.456961-77.667617
A. Processing Information
County (or Counties) where the project is located:
Greene
Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
1a. 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)
Version#*
1
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
David May:eads\dlmay
1c. Primary Contact Phone:*
[phone]
L.1
1b. What type(s) of permit(s) do you wish to seek authorization?

• Nationwide Permit (NWP)
• Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
Regional General Permit (RGP) Number:
RGP Numbers (for multiple RGPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
03 - Maintenance
197800056 - Piers, Docks, Boathouses
le. Is this notification solelyfor the record because written approval is not required?
For the record onlyfor DWR401 Certification:
For the record onlyfor Corps Permit:
r 401 Water Quality Certification - Express
rJ 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?
C Yes r No
1j. Is the project located in a designated trout watershed?
4 Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r 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:
State of North Carolina
2b. Deed book and page no.:
323-8
2c. Responsible party:
2d.Address
Street Address
1718 NC 56
Address tine 2
city
Slate / Frmnce / Region
Creedmoor
NC
Postal / Zip Code
Country
27522
USA
*
r Yes r No
r Yes r No

2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
2f. Fax Number:
C. Project Information and Prior Project History
I
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Snow Hill
2. Project Identification
2a. Property Identification Number:
0823265
2c. Project Address
Street Address
801 Mill Street
Address Line 2
aty
Snow Hill
Rstal / Zip Code
28580
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Contentnea Creek
3b. Water Resources Classification of nearest receiving water:*
C; Sw, NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202030703
4. Project Description and History
2b. Property size:
2.7
State / Province / Pegion
NC
Country
USA
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 existing site is used as a public boat access area and parking lot. The site was purchased by the State of North Carolina in 1958 and the boat access area was constructed in
appropmately 1960. The ebsting ramp is a single lane concrete ramp with a floating courtesy dock on one site. The access drive is a gravel and sand road with a small area of gravel
and sand parking. Most of the parking area is grass. The adjacent properties to the east and west (along Contentnea Creek) are vacant and wooded. The property to the north across
Contentnea Creek is vacant and wooded. South of the property is the Town of Snow Hill, including a waste water treatment plan and parking areas.
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
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)
Snow Hill Quad portion.pdf
1.95MB
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)
Snow Hill BAA Soil_Map.pdf 353.76KB
4f. List the total estimated acreage of all existing wetlands on the property:
0.01 acre
4g. List the total estimated linear feet of all existing streams on the property:
385 feet
4h. Explain the purpose of the proposed project:*
The project will replace the aging and cracked concrete boat ramp with a new single lane concrete ramp with floating courtesy dock on one site to improve the function and longevity of
the site. Concrete handicap accessible parking spaces and sidewalks will be added to the site to make the site ADA complainant. A fixed fishing pier will be constructed along
Contentnea Creek to provide an ADA fishing area to the site for public use. A small area of gravel parking will be added in the existing grassed area. The ebsting entrance road will be
improved to provide better access to the site. The ebsting culvert that allows the access drive to cross a UT to Contentnea Creek will not be modified.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*

Tracked excavator Will be used to remove the ebsting concrete ramp and courtesy dock. The demolition materials Will be loaded into dump trucks and taken to a landfill for disposal. An
excavator will be used to grade the ramp area and place stone base. The newconcrete ramp will be constructed using the push slab method. The new ramp Will be poured on dry
ground and pushed into place With bulldozers. Bulldozers, excavators, and a motorgrader Will be used to grade the parking lot and access drive. An excavator With a vibratory pile driver
or other pile driving equipment will be used to drive wood piles for the fishing pier. The pile driving will occur from the bank.
4j. Please upload project drawings for the proposed project.
Snow Hill BAA 2020-4-22.pdf 2.97MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No C Unknown
Comments:
Contentnea Creek lies along one side of the property. The access drive crosses a UT to
Contentnea Creek. The ebsting culvert crossing the creek Will not be modified.
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
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 projector related activity?
No.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
r Wetlands W Streams -tributaries W Buffers
r Open Waters r Pond Construction
3. Stream Impacts
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact*
3d. S. name *
3e. Stream Type *
3f. Type of
3g. S. width *
3h. Impact
❑
(?)
Jurisdiction*
length*
S1
Boat ram re
P lacement P
Permanent
Excavation
Contentnea Creek
Perennial
Corps
p
85
22
Average (feet)
(linearfeet)
gy
Fishing pier
Permanent
Other
Contentnea Creek
Perennial
Corps
85
40
Average (feet)
(lir�rfeet)
S3
Boat ramp replacement
Temporary
Bank Stabilization :1
Contentnea Creek
Perennial
Corps
85
34
Average (feet)
(lir�rfeel)
S4
Fishing pier
Temporary
Other
Contentnea Creek ::Iff::]
Corps
85
7
Avneerfeet)
erage(feet)
(li
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts: 3i. Total temporary stream impacts:
62 41
31. Total stream and ditch impacts:
103
3j. Comments:
One side of Contentnea Creek Will be impacted for the removal of the existing boat ramp and grading for the new ramp construction. Fishing pier will
impact bank of Contentnea Creek.

6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
V Meuse r Tar -Pamlico
F Catawba F Randleman
r Goose Creek F Jordan Lake
r Other
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Excavation for boat ramp, allowable
P
Contentnea Creek
No
584
442
Fishing pier, allowable
P
Contentnea Creek
No
170
101
Temporary access to pier for construction, ��T
Contentnea Creek
No
1,441
581
allowable
vewayimprovements, rip rap and widened
P
lJT to Contentnea Creek
No
1,764
1,099
ement, allowable
rn
Driveway improvements, construction access
T
UT to Contentnea Creek
No
828
483
along shoulder or drive, epsting cleared area,
allowable
aryaccess to boat ramp for 7�T
rcon,ptrurct,on,
Contentnea Creek
No
1,424
745
allowable
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 3,693.00 1,809.00
Zone 1
Zone 2
Total Permanent impacts: 2,518.00
1,642.00
Zone 1
Zone 2
Total combined buffer impacts: 6,211.00
3,451.00
61. Comments:
Supporting Documentation
Snow Hill BAA impact areas.pdf 429.19KB
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The new boat ramp Will be placed in the same location as the epsting ramp to minimize the impact to Contentnea Creek and its buffer areas. The ramp
will be constructed using the push slab method so that a coffer dam doesn not have the be built around the ramp site. The fishing pier must be located
along the creek bank to allow fishermen to reach the water. The pier is sited next to the boat ramp in an area that limits the trees and vegetation that
must be removed to reach the creek. The epsting access road and culvert will be used to access the site.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The epsting ramp will be removed using a long reach excavator working from dry ground. The new ramp will be constructed on dry ground and
pushed into place in the creek with bulldozers. Piles for the fishing pier will be driven from dry ground.
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?
t^ Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Project will have less than 300 linear feet of stream disturbance and wetland loss of less than 1/2 acre.
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 SHWT)
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:
Site is less than 24 % impervious. Overall drainage pattern of the existing site will not be changed by the renovation.
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
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 site is more than 1 mile from HOW waters, it does not drain to OWR waters, and has less than 500' of stream impact.
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 21-1.1300), 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 is the re -development of an existing boat access area with no increase in the number of ramps or ramp capacity. A small fishing pier will
be added to the site. We anticipate the fishing pier will be used by the local public. Based on the limited additional facilities at this site, we do not
anticipate any additional development will occur as a result of this project.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor WA
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
5d. Is another Federal agency involved?*
r Yes r No
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
r Unknown
If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this activity on the property.

Pile driving information - Snow Hill BAA.pdf
40.2KB
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
US Fish and Wildlife Service listing for endangered and threatened species for Greene County, NC
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
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA Essential Fish Habitat (EFH) Mapper
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?*
North Carolina State Historic Preservation Office - HPOWEB GIS Service
7c. Historic or Prehistoric Information Upload
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:
A no -rise study is being performed for the project by the Timmons Group. The no -rise study will be submitted to the State Construction Office for
review and approval.
8c. What source(s) did you use to make the floodplain determination?*
FEMA FIRM # 3720368200K
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
*
W By checking the box and signing below, I certify that:
• 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:
Steven P. Bailey
Signature
a_ C-ID
Date
4/24/2020

││―│―│―│―│―│―│―│―│―│―│―│―│―││―│―│―││―│―│―│―│―││││―│―│―││―│―│―│―│―│―│―│―│―│―│―│―││―│―│―│―│―│―││―││―│―│―│――│―│―││―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―│―││――│―│―│―│―│―││―│―│―│―│―│―│―│―│―│―│―│―││―││―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―││―│―││―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―│―││―│―│―│―│―│―│―│―│―││―│―││―│―│―│―│―│―│―│―│―│――│―│―│―│―││―│―│―│―│―│―││―│―│││―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│――│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―│――│―│―│―│―│―│―││―│―│―│―│―│―││―│―│―│―│―│――│―│―│―││―│―│―│―│―│―│―│―││―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―│―│―│―│―││―││―│――│―│―│―││―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││――│││―│―││―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―││―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││―││―│―│―│―││―││―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―│―││―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││―││―│―│―││―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―│―│―││―│―│―│―│││―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―│―│―││―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―││―│―│―│―│―│―│―│―│―│―│││―│―│―│―│―│―│―│―│―│―││―│―││―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―│―││―│―│―│―│―│―│―│―│―││―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―│―│―│―│―│―││―│―││―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―│―││―│―│―││―│―│―│―│―│―│―│―││―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―│―│―│―││―│―│―│―│―│―│―│―│―│―│――│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│――│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―│―││―│―││―│―││―│―│―│―│―│―│―│―│―│―│―│―││―│―││―│―│―│―│―│―│―│―│―│―│―││―│―│―│―│―│―│―│―│―│―│&PO^▄n▄n▄n▄ÞÞ@TTF7550
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Soil Map—Greene County, North Carolina
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
4/22/2020
Page 1 of 339268103926860392691039269603927010392706039271103926810392686039269103926960392701039270603927110257590257640257690257740257790257840257890257940257990258040258090
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35° 27' 29'' N 77° 40' 16'' W35° 27' 29'' N77° 39' 55'' W35° 27' 18'' N
77° 40' 16'' W35° 27' 18'' N
77° 39' 55'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 18N WGS84
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File Name:
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412212020
File Name:
SNOWHILL-CONCEPTDWG
SPB
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Scale 1" = 30' Sheet No.
c-9.1

Snow Hill Boating Access Area Renovation 

Wood piles are planned to be driven to form the foundation of the fishing pier along the bank of 
Contentnea Creek.  The piles will be used to elevate the fishing platform above the creek and limit the 
disturbance to the creek bank.  The piles will be driven by a vibratory or impact pile driving equipment.  
The pile driving equipment will be located on high ground to the installation. 

We estimate that duration of pile driving will be approximately one week.   
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
ENGINEERING SERVICES SECTION
MAIN OFFICE
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1720
PHONE: [phone]
FAX: [phone]
CD-0.0
COVER
CD-1.0
TOPOGRAPHIC SURVEY
CD-1.1
DEMOLITION PLAN
CD-2.0
SITE PLAN
CD-2.1
SITE PLAN
CD-3.0
GRADING PLAN
CD-3.1
GRADING PLAN
CD-6.0
RAMP PROFILE
CD-6.1
RAMP DETAILS
CD-6.2
RAMP DETAILS
CD-6.3
RAMP DETAILS
CD-6.4
RAMP DETAILS
CD-7.0
FISHING PIER
CD-7.1
FISHING PIER
CD-7.2
FISHING PIER
CD-8.0
DETAILS
CD-8.1
DETAILS
CD-8.2
DETAILS
ELEVATIONS FOR ALL SHEETS ARE BASED ON NAVD 88
LAKE ROGERS DEPOT
1718 NC HIGHWAY 56 WEST
CREEDMOOR, NORTH CAROLINA 27522
PHONE: [phone]
FAX: [phone]
PROJECT
SNOW HILL
BOAT ACCESS AREA
801 MILL STREET
SNOW HILL, NC 28580
GREENE COUNTY, NC
PERMIT REVIEW SET
DISTURBED AREA - 1.5 ACRES
LEGEND
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SNOWHILL-CONCEPT.MG
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Approved:
Sheet No.
C-0.0

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Date:
412212020
File Name:
SNOWHILL-CONCEPTOWG
Designed:
Drawn: SPB
Approved: MRL
Sheet No.
C-1.1

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ON MILL STREET
LIMITS OF DISTURBANCE
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File Name:
SNOWHILL-CONCEPTOWG
Designed: SPB
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Sheet No.
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BOUNDARY OF ` Date: 412212020
NCWRC PARCEL F� File Name:
SNOWHILL-CONCEPTDWG
,-.-. Surveved. WRI
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412212020
File Name:
SNOWHILL-CONCEPTOWG
SPB
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Scale 1" = 30' Sheet No. c-3.1

BOLLARD
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ELEV 35.55
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END OF RAMP
Date:
STATION 1 +80
412212020
ELEVATION 20.22
File Name:
SNOWHILL-CONCEPTOWG
Surveyed: WRC
SpB
Drawn:ed SPB
0+50 1 +00 1 +50
Approved:
Sheet No.
C-6.0

20' LONG CONCRETE ELEV -- 35.35 ELEV - 35.31
APRON, 1% SLOPE
TOWARD VERTICAL 5'
CURVE I 5
1/CD-6.1
RAMP VERTICAL CURVE
NTS
2/CD-6.1
BOLLARD
NTS
0.80 % SLOPE 3.91±% SLOPE
LESS THAN 2.00% SLOPE
FOR ADA ACCESSIBILITY
ROUND OFF CONCRETE TO PROVIDE
POSITIVE DRAINAGE
6" STEEL PIPE BOLLARD FILLED WITH
CONCRETE. DOUBLE PRIMED AND PAINTED
WITH REFLECTIVE YELLOW PAINT
4'-0"
CONCRETE SIDEWALK
2'-6"
CONCRETE BASE
6"
12"
5' RUN, 2" DROP
NOTE.- VERTICAL CURVE DISTANCES
AND ELEVATIONS ARE IDENTICAL
FOR THE QUAD RAMPS
NOTE: INSTALL BOLLARDS SO THAT THERE
IS A 4' MIN. GAP BETWEEN BOLLARDS TO
MEET ADA ACCESS REQUIREMENTS.
#7 LONGITUDINAL BARS @ 12" O.C.
(INSTALL PARALLEL WITH RAMP)
_�8" MIN. 4500 PSI CONCRETE
a a a 114 TRANSVERSE BARS @ 18" O.C.
a 4" HT REBAR CHAIR WITH BASE
UNDER 114 BARS (3' MAX. SPACING)
0 0 0 0 0 0 0 0 0 0
6" WASHED #57 STONE
III III III III III III
3/CD-6.1
RAMP SECTION
NTS
12" CLASS A RIP RAP
SUBGRADE
CONCRETE PAVEMENT NOTES:
1. REFER TO CD-6.2 FOR CONCRETE AND REBAR NOTES.
2. INSTALL GROOVING AS INDICATED ON SHEET CD-6.1.
= 35. 11
5' —
7.26±% SLOPE
#7 DOWELS EXTEND
FORM TO CONNE
SECTION OF RAMP SL
FORM BEFORE
4/CD-6.1
RAMP FINISH DETAIL
NTS
5' RUN, 2" DROP
34.75
5' RUN, 2" DROP
5'
10.61 f9 SLOPE
STATION 0+60.00
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14.0% SLOPE
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Date: 412212020
File Name:
SNOWHILL-CONCEPTOWG
Surveyed:
WRC
Designed:
SPB
Drawn:
SPB
Approved:
Sheet No.
C-6.1

6
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114 BARS @ 12 " 0. C.
B
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WOODEN FORM
WORK (TYP)
WOODEN FORM
WORK (TYP)
N �
PLAN VIEW
114 BARS @ 12" 0.
-74 "{-f1 1 "--I-1 1 "--t-1 1 "--�-11 "--�-11 "--t--11 "--t--1
114 BAR SUPPORT
FOR ANCHOR BOLTS
1 /CD-6.2
FLOATING DOCK ABUTMENT
NTS
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SAFETY CHAIN-11
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--4" HT. REBAR CHAIR
WITH BASE (TYP) (2' NOTES. -
MAX. SPACING) 1. ALL REINFORCEMENT FORM WORK, CONCRETE PLACEMENT AND CURING PRACTICES
SHALL CONFORM TO ACI-318- 1 1 BUILDING CODES FOR STRUCTURAL CONCRETE. READY MIX
CONCRETE SHALL MEET ASTM-C94 SPECIFICATION. REINFORCING STEEL SHALL BE GRADE-60
MEETING ASTM-A615 SPECIFICATIONS.
2. ABUTMENT BASE MUST BE LEVEL BEFORE PLACING FORMS AND REINFORCING STEEL.
J. MAINTAIN MIN. 3" CLEARANCE BETWEEN REINFORCING STEEL AND INSIDE OF FORMS AND
2" CLEARANCE BETWEEN TOP OF STEEL AND TOP SURFACE OF CONCRETE.
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
A BOLTS TO REBAR CAGE.
7. BLOCK OUT AS NECESSARY FOR PIANO HINGE.
8. USE VIBRATOR TO CONSOLIDATE CONCRETE AND ELIMINATE VOIDS IN CORNERS AND
AROUND EMBEDDED OBJECTS.
9. READY MIX CONCRETE SHALL BE 4500 PSI NCDOT CLASS AA WITH FIBER WITH 4"
SLUMP,
WITH BASE (TYP)
(2' MAX. SPACING)
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WORK (TYP)
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Date: 412212020
File Name:
SNOWHILL-CONCEPTOWG
Designed: SPB
Drawn: SPB
Approved:
Sheet No.
C-6.2

CARO
LENGTH AS REQUIRED FOR SECTION, MAX 35.75' �8��.
DETAIL B DETAIL A—,, a° aa,fl. �!*
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PLAN VIEW NOTE: SEE CD-6.4 FOR DETAILS �
AND NOTES OF PUSH SLAB.
Date: 412212020
File Name:
SNOWHILL-CONCEPTOWG
1/CD-6.3 Surveyed: WRC
PUSH SLAB SECTION VIEWS Drawn: SPB
NTS Approved:
Sheet No.
C-6.3
(TYP)
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NTS
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FORM
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USE SIMPLE TIE
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#4 BAR (TYP)-\
1 a " COVER-]
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4" HT REBAR
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r#7 BAR
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2x I O FORM BOARD SLANTED
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NOTES:
1. ALL REINFORCEMENT FORM WORK, CONCRETE PLACEMENT AND CURING PRACTICES SHALL CONFORM TO
ACI-318-1 1 BUILDING CODES FOR STRUCTURAL CONCRETE. READY MIX CONCRETE SHALL MEET ASTM-C94
SPECIFICATION. REINFORCING STEEL SHALL BE GRADE-60 MEETING ASTM-A615 SPECIFICATIONS.
2. BASE FOR RAMP SHALL BE GRADED AS SHOWN IN THE PROFILE ON SHEET CD-6.0.
J. PROPER BASE FOR SLAB IS 1 FOOT OF SMALL CLASS B OR CLASS A RIP RAP COVERED WITH 6" OF WASHED
115, 1157, OR #4 STONE
4. PLACE MIN. 5 MIL POLYETHYLENE BARRIER BENEATH FORM WORK AND REINFORCING STEEL OF PUSH SLABS.
5. FORMS SHALL BE 2x8 LUMBER OR 8" METAL, EXCEPT FOR SLANTED 2x10 USED FOR LEADING EDGE.
6. NOTE #7 BARS ARE PLACED ABOVE #4 BARS. 4" HT REBAR CHAIRS ARE PLACED UNDER AND ATTACHED TO
#4 BARS IN PATTERN SHOWN IN PLAN VIEW.
7. REBAR CONTACT LAPS SHALL BE MIN. OF 30 TIMES BAR DIAMETER AND JOINED BY SIMPLE TIES.
8. MAINTAIN MIN. 3" CLEARANCE BETWEEN REBAR AND INSIDE OF FORMS.
9. RUN #7 LONGITUDINAL BARS 24" BEYOND FORM ON UPHILL END OF SLAB THROUGH PREDRILLED HOLES TO
FORM POSITIVE BOND WITH SUBSEQUENT SLAB SECTION. REMOVE DRILLED FORM BEFORE POURING NEXT SECTION
OF SLAB.
10. WHERE POSSIBLE (NON -TIDAL WATERS), FORM AND POUR PUSH SLAB ON SLOPED SUBGRADE OF RAMPS SO
THAT FRONT EDGE OF SLAB IS AT LEAST 3' ABOVE WATER LEVEL. WHERE THERE IS LIKELIHOOD OF TIDAL
INUNDATION, POUR SLAB ON FLAT LAND PARALLEL AND IN LINE WITH THE PROPOSED LOCATION IF POSSIBLE.
11. FRONT PLANE OF SLAB SHALL BE ANGLED FORWARD AS SHOWN TO HELP PREVENT SLAB FROM DIGGING IN
DURING PUSH.
12. WET FORMS AND BASE PRIOR TO POURING CONCRETE.
13. READY MIX CONCRETE SHALL BE 4500 PSI NCDOT CLASS AA WITH FIBER WITH 4 INCH SLUMP.
14. USE VIBRATORY SCREED TO PREVENT HONEY COMBING.
15. FINISH SURFACE USING A V-GROOVING TOOL FABRICATED OUT OF PARALLEL 1 xl "x8" ALUMINUM ANGLES (AS
PER SOBA) TO PLACE 2" O.C. GROOVES AT A 60' ANGLE FROM THE SIDES DOWN THE ENTIRE LENGTH OF THE
SLAB. GROOVES SHOULD DIRECT RUNOFF DOWNSTREAM WHEN POSSIBLE.
16. USE AN EDGING TOOL TO CREATE A 4" WIDE SMOOTH FINISH ALONG EACH EDGE TO MINIMIZE SPALLING.
17. ALLOW SLAB TO CURE IN PLACE 21 DAYS BEFORE PUSHING INTO PLACE WITH A DOZER.
18. IN PLACE LOCATION SHOULD LEAVE ENOUGH OF THE PUSH SLAB ABOVE THE WATER LEVEL TO POUR THE
NEXT SECTION WITH THE NEW CONCRETE TOUCHING THE WATER.
19. AFTER SLAB IS IN PLACE, ALL ROCK AND DEBRIS SHALL BE REMOVED OFF THE RAMP.
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Date: 412212020
File Name:
SNOWHILL-CONCEPTI)
Designed: SPB
Drawn: SPB
Approved:
Sheet No.
C-6.3

0
\ / HANDRAIL /
/POST (TYP.) 2
BOAT RAMP
CONCRETE ABUTMENT - TOP:32.50
/ 5' WIDE SIDEWALK
CD
BASELINE FOR PROFILE
/ - ---
\
1 /CD-7.0 10 0 10 20 30
FISHING PIER
SCALE: 1 "=10' ���
Scale 1" = 10'
40
35
30
25
20
15
10
0+00
2/CD-7.0
PROFILE - FISHING PIER WALKWAY
SCALE: 1 "=10'
TOP OF HANDRAIL
ELEVATION 36.12
TOP OF DECKING
ELEVATION 32.50 NORMAL LOW WATER
TOP OF PILE CAPS ELEVATION - 24.2
GONG.
ABUTMENT
PILE
EX. GROUND ELEVATION
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Date: 412212020
File Name:
SNOWHILL-CONCEPTDWG
Surveyed:
WRC
Designed:
SPB
Drawn:
SPB
Approved:
Sheet No.
C-7.0

6X6 POE
4X12 HEADER
4
1 /CD-7.1
TOP VIEW - HANDRAILS AND DECKING REMOVED
SCALE: 1 /8"=1'
NORMAL LC
WATER LEVI
EX. GROUND
12/CD-7,1
SIDE VIEW
SCALE: 1 /8"=1'
LAP FLOOR JOISTS OVER BOTH
6X6 POST
(TYP.)
JOIST (TYP.)
6X6 HANDRAIL POST
DNCRETE ABUTMENT
8 0 8
Scale 1/8" = 1'
FLOOR JOISTS
3/CD-7.1
NOT USED
SCALE: 1"=10'
EX. GROUND
4/CD-7.1
FRONT VIEW
SCALE: 1/8"=1'
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Date: 412212020
File Name:
SNOWHILL-CONCEPTOWG
Surveyed: WRC
Designed: SPB
Drawn: SPB
Approved:
Sheet No.
C-7.1

TYPE A
GUARD
1 /CII
TOP VIEW
SCALE: 1 /8"=1'
2X4 INNER RAILIN
ATTACH TO FACE
SPAN ACROSS THR
WHERE
2X4 INNER RAILING BOARD,
ATTACH TO FACE OF POST
2X6 DECKING BOAR
4X10 PILE CAF
2/CD-7.2
TYPE B GUARD SECTION
SCALE: 1 /2"=1'
FLOOR DECKING TO EXTEND TO
IN TYPE C AREAS
TYPE A
GUARD
BELOW
8 0 8
Scale 1/8" = 1'
T �r IARD BEHIND
8 TOP CAP FOR TYPE B GUARD
2X4 OUTER RAILING BOARD
BETWEEN POSTS, ATTACH TO
2X4 FILLER AT EACH POST
AMI0 I
C4 BALUSTER @ 5.25"
C. (3.75" CLEAR
TWEEN BALUSTERS)
4 OUTER RAILING BOARD
FWEEN POSTS, ATTACH TO
4 FILLER AT EACH POST
� OUTER RAILING TOE
4RD ON OUTSIDE OF POSTS
EXTEND DECKING BOARDS TO OUTSIDE
OF POSTS FOR GUARD SECTION B
2X4 INNER RAILING BOARD,
ATTACH TO FACE nT DncT
SPAN ACROSS THR
WHERE
2X4 INNER RAILING B,
ATTACH TO FACE OF
SPAN ACROSS THREE F
WHERE POS
2X6 DECKING BOARD
4X10 PILE CAP
3/CD-7.2
TYPE A GUARD SECTION
SCALE: 1 /2"=1'
6X6 POST (TYP) 2X4 INNER RAILING BOARD,
ATTACH TO FACE OF POST,
SPAN ACROSS THREE POSTS
WHERE POSSIBLE
2X4 OUTER RAILING TOE
BOARD FOR TYPE B
GUARD
^"" 1-1 CAP
2X4 OUTER RAILING BOARD
BETWEEN POSTS, ATTACH TO
2X4 FILLER AT EACH POST
6X6 POST
2X4 BALUSTER @ 5.25"
O.C. (3.75" CLEAR
BETWEEN BALUSTERS)
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Date: 4/22/2020
2X4 FILLER AT EACH POST
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O.C. (3.75" CLEAR
4/CD-7.2 BETWEEN BALUSTERS)
GUARD TOP VIEW - TOP CAP REMOVED
SCALE: 1 /4-=1'
IHe Name:
SNOWHILL-CONCEPTOWG
Designed: SPB
Drawn: SPB
Approved:
Sheet No.
C-7.2

7" MIN. 4000 PSI CONCRETE CeAig(f'6j0sav9
4 �e�Qavapp��^'��� 8�8
52 ' MIN. 4000 PSI
°
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CONCRETE
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SEAL
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COMPACTED SUBGRADE Q a4'/I s fin
COMPACTED
SUBGRADE
III III III III
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SIDEWALK NOTES:
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1. CONSTRUCT CONCRETE SIDEWALK 5' WIDE UNLESS OTHERWISE
CONCRETE PAVEMENT NOTES: to O r
DENOTED ON THE PLANS
1. INSTALL EXPANSION JOINTS AT 40' ON CENTER 9 W U M
2. PLACE A GROOVE JOINT 1 " DEEP WITH %a" RADII AT 5' INTERVALS.
2. INSTALL CONTRACTION JOINTS AS INDICATED ON THE PLANS. 2 U) L Z q
ONE %2" EXPANSION JOINT REQUIRED AT 50' INTERVALS AND WHERE
J. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 0 W -0 o
SIDEWALK JOINS ANY RIGID STRUCTURE.
4000 PSI rn 0 x 0 °'
J. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
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4. BROOM FINISH SIDEWALKS. U � v o °'
4000 PSI
5. ALL ADA PARKING SPACES SHALL HAVE A MAXIMUM SLOPE OF 1.8% w co W a)
1/CD-8.0
4, BROOM FINISH SIDEWALKS.
2/CD-8.0
/N ANY DIRECTION. O g ; U a
CONCRETE SIDEWALKS
5. ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS SLOPE OF 1.89,
CONCRETE PARKING
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VARIES
CONCRETE WHEELSTOP
— 9" WIDE X 5" TALL X 6' LONG
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EDGE OF PAVEMENT
SEE
— TWO %" THRU—HOLES FOR ANCHORING
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DETAILS
— REINFORCED WITH 2 — #3 BARS
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PARKING LOT
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2'
4" (MIN.) COMPACTED AGGREGATE BASE
#4 REBAR, 2' LONG
COURSE STONE
530
2 PER WHEEL STOP
0 0 0 0 0 0
0 0 0 0 0
1.5'
O
o
0.5'
2'
0 0 0 0 0 0
0 0 0 0 0
COMPACTED SUBGRADE
DIAGONAL PARKING
90' PARKING — NO SIDEWALK 90' PARKING WITH SIDEWALK
III III III
III III III
M�
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3/CD-8.0
4/CD-8.0
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WHEEL STOP
GRAVEL PARKING
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Date: 412212020
File Name:
SNOWHILL-CONCEPTDWG
Surveyed: WRC
Designed: SPB
Drawn: SPB
Approved:
Sheet No.
C-8.0

1. ALL SIGNAGE INSTALLED SHALL CONFORM TO STANDARDS SET FORTH BY THE LATEST PUBLISHED
$1000¢
EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), THE NORTH CAROLINA
$ta:a�q°AE0940e$�
'9 v11CA
DEPARTMENT OF TRANSPORTATION (NCDOT) STANDARD CONSTRUCTION DRAWINGS
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2. SIGNAGE MATERIAL SHALL CONFORM TO MUTCD COLOR AND REFLECTIVITY STANDARDS AND SHALL AT A
0ha�����
MINIMUM BE ENGINEERING GRADE REFLECTIVE MATERIAL, EXCEPT STOP S/GNS. STOP SIGNS SHALL BE
a
CONSTRUCTED OF HI -INTENSITY GRADE MATERIAL ON A 30-INCH BY 30-INCH OCTAGONAL STOP SIGN
6 SEA m
BLANK.
NCDOT STANDARD
p 27892
3. ALL SIGNS, EXCEPT HANDICAP ACCESSIBLE PARKING, SHALL BE MOUNTED IN A MANNER THAT THE
3 LB/LT "U"
a
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BOTTOM OF THE SIGN /S A MINIMUM OF SEVEN FEET (7-FT) ABOVE GROUND LEVEL.
CHANNEL POST
- "�Q •II :' m�
4. GROUND MOUNTED SIGN POSTS USED TO INSTALL SIGNAGE, EXCEPT FOR HANDICAP PARKING SIGNS,
SHALL BE 12 FEET LONG AND CONSTRUCTED "U"
•a`I3'I�.Q o�
OF 14 GAUGE GALVANIZED STEEL CHANNEL POSTS OR TWO
INCH (2-IN) GALVANIZED SQUARE STEEL TUBING. ALL GROUND MOUNTED SIGN POSTS SHALL HAVE 318TH
VAN ACCESSIBLE
VAN
INCH HOLES DOWN THE CENTER OF THE POST DRILLED AT ONE INCH (I -IN) SPACING FOR THE ENTIRE
AS REQUIRED
ACCESSIBLE
CD�1010
LENGTH OF THE POST.
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5. GROUND MOUNTED SIGN POSTS, EXCEPT FOR HANDICAP ACCESSIBLE PARKING, SHALL BE DRIVEN TO A
7
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MINIMUM OF 30 INCHES BELOW GROUND LEVEL. ALL POSTS SHALL BE PLUMBED AND LEVELED AS THE POST
MIN.
PARKING
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IS INSTALLED.
R7-8 SIGN, BOLT TO POST
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6. SEE HANDICAP PARKING SIGN DETAIL FOR REQUIREMENTS FOR HANDICAP PARKING SIGNAGE.
W/ 3/8" CADMIUM PLATED
BOLTS, NUTS, AND
° o f LL . o
u Lu o
WASHERS.
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FINISH GRADE
NOTE: SIGNAGE TO PER
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=III=III=III=
N.C.S.B.C. DETAILS R7-8
MAXIMUM
PENALTY °
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$250
CONDITION 1: w z
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PEDESTRIAN PATH - o Lu
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CHANNEL POST
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AROUND SIGN. a W Q N J ° X 33
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100
1-0 `o
12" ROUND CONC.
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FOOTING SLOPE TO
aME
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DRAIN
5
/
PAVEMENT OR GROUND
\
15
WH L STOP
0
(TYP.)
-
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GENERAL NOTES:
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\
/ STRIPED ISLE \
15
\
_III
1. REGARDLESS OF AGE, ALL ACCESSIBLE SPACES SHALL BE
IDENTIFIED BY ABOVE -GROUND SIGNS. _ F-
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STRIPED ISLE/WALK
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ADA PARKING SIGN CONTRACTION
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Date: 412212020
ADA PARKING SIGN, JOINT (TYP.) ADA PARKING
SIGN, /
File Name:
VAN ACCESSIBLE VAN ACCESSIBLE 5�
SNOWHILL-CONCEPTOWG
Surveyed: WRC
2/CD-8.1
3/CD-8.1
SPB
Drawn:ed SPB
HANDICAP PARKING LAYOUT
ADA PARKING SIGNAGE
Approved:
SCALE: 1 "=1 O'
NTS
Sheet No.
C-8.1

NOTES:
1. KIOSK HAS 4 POD
2. CONCRETE FOOTI�
ON DELIVERED SIGN L
KIOSKNTS
ROLL AND BURY FABRIC
AT EDGE OF CHANNEL
TOP OF RIP RAP LOWER THAN EDGE OF
DRIVEWAY WERE PLACED ALONG SIDE
ENTRANCE DRIVE
CLASS B RIP RAP,
18" THICK
GEOTEXTILE FABRIC UNDER RIP RAP
APPARENT OPENING SIZE - #70 SIEVE OR SMALLER
LESS THAN 10% OPEN AREA OF FABRIC
MIN. 200 LB TENSILE GRAB STRENGTH
MIN. 80 LB PUNCTURE STRENGTH
MIN. 50%@ STRENGTH RETENTION AT 500 HOURS UV
EXPOSURE, MIN. 15% ELONGATION
3/CD-8.2
RIP RAP SLOPE PROTECTION
NTS
CONCRETE PAVEMENT NOTES:
1. INSTALL EXPANSION JOINTS AT 45' ON CENTER
2. INSTALL CONTRACTION JOINTS AT 15' ON CENTER
3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI
4. BROOM FINISH
TO BE
HOED BY
?C AND
ILLED NCWRC DIRECTION OF STREAM FLOW
CRETE
WIDTH AS SHOWN ON PLAN
CROWN AT CENTER OF DRIVE
21' SLOPE T 27 SLOPE
a Ill li —
-p
7" MIN. 4000 PSI CONCRETE
COMPACTED SUBGRADE
TURNED DOWN EDGE ON DOWNSTREAM SIDE OF DRIVEWAY
2/CD-8.2
CONCRETE DRIVEWAY SECTION
NTS
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CD
Date: 412212020
SNOWHILL-CONCEPTOWG
Designed: SPB
Drawn: SPB
Approved:
Sheet No.
C-8.2