20200799 Ver 1_401 Application_20200616

DWR
mrlslon 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?*
C Yes r No
Change only if needed.
BIMS # Assigned
20200799
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Select Project Reviewer*
Stephanie Goss:eads\szgoss
Information for Initial Review
la. Name of project:
COURTESY COPY - Fifth Street Landing BAA Renovation
1a. Who is the Primary Contact?*
Michael Leggett
1b. Primary Contact Email:*
[e-mail]
Date Submitted
6/16/2020
Nearest Body of Water
Roanoke Rapids Lake
Basin
Roanoke
Water Classification
WS-N, B;CA
Site Coordinates
Latitude: Longitude:
36.473594-77.678227
A. Processing Information
County (or Counties) where the project is located:
Halifax
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)
Version#*
1
Reviewing Office*
Raleigh Regional Office - [phone]
1c. Primary Contact Phone:*
[phone]
V
1b. What type(s) of permit(s) do you wish to seek authorization?

r Nationwide Permit (NWP)
W 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:
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
198200030 - Work in Waters of Lakes and Reservoirs
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:
F- 401 Water Quality Certification - E)press
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?
r 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:
Dominion Energy
2b. Deed book and page no.:
N/A
2c. Responsible party:
North Carolina Wildlife Resources Commission
2d.Address
Street Address
1720 MSC
Address Line 2
city
Raleigh
Postal / Zip Code
27699
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rwince / Ifgion
NC
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No
3. Applicant Information (if different from owner)

3a. Name:
Michael Leggett
3b. Business Name:
North Carolina Wildlife Resources Commission
3c.Address
Street Address
1720 MSC
Address Line 2
(Sty
State / Province / F bgion
Raleigh
NC
Postal / Zip Code
Country
27699
US
3d. Telephone Number:
3e. Fax Number:
[phone]
3f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Roanoke Rapids
2. Project Identification
2a. Property Identification Number:
Unknown
2c. Project Address
Street Address
1919 W. Fifth Street
Address Line 2
city
Roanoke Rapids
Postal / Zip Code
27870
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Roanoke Rapids Lake
3b. Water Resources Classification of nearest receiving water:*
WS-N, B;CA
3c. What river basin(s) is your project located in?*
Roanoke
3d. Please provide the 12-digit HUC in which the project is located.
030101060404
4. Project Description and History
2b. Property size:
Unknown
State / Province / legion
NC
Country
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 Fifth Street Landing Boat Access Area is located on Roanoke Rapids Lake and has been in operation for over 30 years. The area is used primarly for recreation, and
includes the boat ramp, ADA parking, and paved parking for patrons of the boat ramp. The existing concrete ramps, tongue and groove groins, and fixed docks have reached the end
of their life cycle and are in need of replacement. NCWRC is proposing demolition of the existing structures and replacement with new concrete ramps, newgroins, and one (1) new
floating dock separating the concrete ramp bays.
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)
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)

4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
0
4h. Explain the purpose of the proposed project:*
The eAsting concrete ramps, tongue and groove groins, and fixed docks have reached the end of their life cycle and are in need of replacement. NCWRC is proposing demolition of the
wasting structures and replacement with new concrete ramps, new groins, and one (1) newfloating dock separating the concrete ramp bays. This Will allowcontinued usage of the site
and provide a safer facility for the general public.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
NCWRC is proposing demolition of the epsting structures and replacement with new concrete ramps, new groins, and one (1) newfloating dock separating the concrete ramp bays.
Each concrete ramp would be approArnately 16' in width with approArnately 15' of usable space for off loading watercraft. A concrete abutment would be installed in between each ramp
for the floating dock. Two newsheet pile groins will be installed on both sides of the ramp. All work will take place in the existing ramp footprint.
Equipment will consist of excavators, bulldozers, and dump trucks. The ramp area will be closed during construction so indirect impacts will be at a minimum.
4j. Please upload project drawings for the proposed project.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No
Comments:
No work will takeplace outside the epsting footprint of the ramp
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown F 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
O Unknown
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
1a. Where are the impacts associated with your project? (check all that apply):
r Wetlands r Streams -tributaries
W Open Waters r Pond Construction
4.Open Water Impacts
F Buffers
4a. Site # 4a1. Impact Reason 4b. Impact type 4c. Name of waterbody 4d. Activity type 4e. Waterbody type 4f. Impact area
Ramp
Demo /Construction
P
Roanoke Rapids Lake
Dock &Pier
_11
Lake
0.09
4g. Total temporary open water Impacts:
0.00
4g. Total open water impacts:
0.09
4h. Comments:
Work will take place within existing boat ramp area footprint.
E. Impact Justification and Mitigation
4g. Total permanent open water impacts:
0.09
V
v

1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
All work is to take place withing the existing boat ramp footprint. No work is expected outside of this area.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Traditional ramp construction techniques will be utilized. No live concrete will come in contact with water.
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:
Work will take place within the existing footprint of the ramp. No additional impacts are expected.
=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
If no, explain why:
Project is not within a riparian buffer area. The proposed apron area (at top of ramp) will be graded to diffuse water to either side of the ramp (to existing ditch and existing grassed
area).
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 15A NCAC 02H .1003(2)?
r Yes r 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?*
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 (NEPAUSEPA)?*
r Yes r No
Comments:*
Project does not meet thresholds of NEPA/SEPA.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 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.
Public ramp with no development potential onsite.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
rYes 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
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
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
5f. 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
Si. 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
If yes, please provide details to include type of percussive activity, purpose, duration, and specific location of this activity on the property.
Pile Work.pdf 7.18KB
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USF&W service IPaC website. Hardoopy submitted to Raleigh office.
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 f• No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA 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?*
NCSHPO Historic Properties Map. A submittal was made to NCSHPO requesting comment.
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:
Floodplain development permits will be obtained from appropriate authorities.
8c. What source(s) did you use to make the floodplain determination?*
NCFRIS
Miscellaneous
Comments
See attached construction plans and PCN exhibit. Dominion Energy has given preliminary approval and has concurred that plans meet their shoreline management plan. Per the
shoreline management plan, no work will take place between March - June due to potential fish spawning.
Miscellaneous attachments not previously requested.
Fifth Street Plan Set.pdf 2.67MB
Fifth Street PCN Exhibit.pdf 358.96KB
Signature
U

R 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:
Michael Leggett
Signature
Date
6/16/2020

Work will involve the embedment of forth (40) timber pilings and vinyl sheet pilings to replace the
existing tongue and groove groins onsite. All pilings shall be vibrated or driven by means of a vibratory
hammer and hydraulic or mechanical pile driver to the minimum depth in accordance with the plans.
Work should be completed within 1 to 2 weeks, during business hours.

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J. CUT / FILL BELOW NWL: 27.85 CY (CUT) / 26.88 CY (FILL)
4. PROJECT SITE LOCATED IN ZONE AE (FLOODPLAIN) AND ZONE AE (FLOODWAY) PER NCFRIS (PANEL 3989, MAP # 3720398900K, DATE 0210412009).
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File Name:
FlF7HSTREET.dwg
Surveyed: DC
Designed: MM
Drawn: MM
CD-J. 0

NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
SHEET INDEX
CD-0.0
COVER
CD- 1.0
EXISTING CONDITIONS AND DEMOLITION
CD-2.0
SITELAYOUT
CD-2.1
SITE LAYOUT - MARINE WORK
CD-3.0
GRADING PLAN
CD-4.3
E& SC DETAILS
CD-6.0
RAMP PROFILE
CD-6.1
RAMP PROFILE
CD-8.0
DETAILS
CD-8.1
DETAILS
CD-8.2
DETAILS
CD-8.3
DETAILS
LEGEND
EX. CONTOUR (MJR)
EX. CONTOUR (MNR)
EX. EOP
PROP. CONTOUR (MNR)
PROP. CONTOUR (MJR)
FLOOD PLAINT FLOODWAY
WATER LEVEL
EXISTING TREE LINE
PROP. SPOT ELEV.
DIVISION OF ENGINEERING SERVICES
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1720
[phone] FAX. • [phone]
PROJECT
FIFTH STREET LANDING -BOATING ACCESS AREA
NWL NWL NWL NWL-
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RENO VA TION
1919 W. FIFTHS TREET
ROANOKE RAPIDS, NC 27871
HALIFAX COUNTY, NC
36 0 28' 24"/ 770 40' 41 "
SCO # 20 22182-01
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PROJECT INFORMATION:
SITE NAME.-
DISTURBED AREA:
FIFTH STREET LANDING BAA / RENOVATION
5,821 SF (0.13 ACRES)
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1. ALL WORK TO BE PERFORMED WITHIN EXISTING BOAT RAMP FOOTPRINT File Name
2. ALL DEBRIS TO BE REMOVED OFFSITE AND DEPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. FIFTHSTREET.dwg
J. SITE OWNED BY DOMINION ENERGY WITH LEASE HELD BY NCWRC. 0 0 10 20 Surveyed: DC
Designed: MM
4. TOPOGRAPHIC INFORMATION BASED ON TOPOGRAPHIC SURVEY PROVIDED BY NCWRC STAFF. Drawn MM
Approved:
5. NO GEOTECHICAL EVALUATION, UTILITIES LOCATION OR BOUNDARY SURVEY PERFORMED ONSITE. Scale 1" = 10' Sheet No.
6. PROJECT SITE LOCATED IN ZONE AE (FLOODPLAIN) AND ZONE AE (FLOODWAY) PER NCFRIS (PANEL 3989, MAP #372O39890OK, DATE 0210412009). CD-I.o

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SITE NOTES:
1. NO UTILITIES HAVEN BEEN LOCATED. CONTACT 811 PRIOR TO WORK COMMENCING.
2. ALL WORK TO TAKE PLACE WITHIN EXISTING RAMP FOOTPRINT.
J. SITE OWNED BY DOMINION ENERGY WITH LEASE HELD BY NCWRC.
4. TOPOGRAPHIC INFORMATION BASED ON TOPOGRAPHIC SURVEY PROVIDED BY NCWRC STAFF.
5. NO GEOTECHICAL DEVALUATION, UTILITIES LOCATION OR BOUNDARY SURVEY PERFORMED ONSITE.
6. PROJECT SITE LOCATED IN ZONE AE (FLOODPLAIN) AND ZONE AE (FLOODWAY) PER NCFRIS (PANEL 3989, MAP j 372O39890OK, DATE 0210412009).
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CONTRACTOR RESPONSIBLE FOR (SEE INSERT A)
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SITE NOTES:
1. OWNER TO PROVIDE SHEETPILE FOR GROIN.
2. CONTRACTOR TO PROVIDE TIMBER PILES AND ALL NECESSARY
EQUIPMENT AND HARDWARE FOR VINYL GROIN CONSTRUCTION.
J TIMBER PILES TO BE MINIMUM 8" TIP DIAMETER AND DRIVE TIP DOWN.
4. SEE SHEET CD-6.1 AND CD-8.0 FOR PROFILE AND ADDITIONAL
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Sheet No.
Scale 1 " = 10'
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/ FLOODWAY BOUNDARY (PER N&I?/S)
/ I
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-_-�_-7�Jr
/ / /
1. TOTAL DISTURBED AREA: 5,821 SF (0.13 ACRES)
2. TOPOGRAPHIC INFORMATION BASED ON SURVEY PERFORMED BY NCWRC STAFF. NO GEOTECHNICAL EVALUATION, UTILITIES LOCATION, OR BOUNDARY
SURVEY HAS BEEN PERFORMED ONSITE.
J. NO UTILITIES HAVE BEEN LOCATED. CONTACT 811 PRIOR TO COMMENCEMENT OF WORK.
4. ALL WORK TO TAKE PLACE WITHIN EXISTING RAMP FOOTPRINT
5. SPOT ELEVATIONS REFER TO TOP OF FINISHED CONCRETE.
6. MAX. 3:1 SIDE SLOPE FROM EDGE OF PARKING/AREA TO EXISTING GRADE UNLESS OTHERWISE NOTED.
7. MAX. 3:1 SIDE SLOPE ALONG EDGE OF RAMP. ARMOUR WITH CLASS B RIP RAP (18" DEEP) WITH GEOTEXTILE UNDERLAY.
8. PROJECT SITE LOCATED IN ZONE AE (FLOODPLAIN) AND ZONE AE (FLOODWAY) PER NCFRIS (PANEL 3989, MAP # 3720398900K, DATE 0210412009).
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10 0 10 20
Scale 1" = 10'
06111120
File Name:
RFTHSIR££T.dwg
Surveyed: DC
Designed: MM
Drawn: MM
CD-3.0

SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT/COASTAL PLAIN, 50
KOREW IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE
SEEDING DATES
MOUNTAINS: ABOVE 2500 FEET: FEB. 15 — MAY 15
BELOW 2400 FEET: FEB. 1 — MAY 1
PIEDMONT- JAN. 1 — MAY 1
COASTAL PLAIN: DEC. 1— APR. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY ZOOO LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR
A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
1 /CD-4.3
TEMPORARY SEEDING FOR LATE WINTER & EARLY SPRING
SEEDING MIXTURE
SPECIES
TALL FESCUE
RYE (GRAIN)
KOBE LESPEDEZA
RATE (LB/ACRE)
80
20
10
SEEDING NOTES
AFTER AUG. 15, USE UNSCARIFIED SERICEA SEED.
WHERE PERIODIC MOWING IS PLANNED OR A NEAT APPEARANCE IS DESIRED, OMIT SERICEA
AND INCREASE KOBE LESPEDEZA TO 40 LB/ACRE.
TO EXTEND SPRING SEEDING DATES INTO JUNE, ADD 15 LB/ACRE HULLED BERMUDA GRASS,
HOWEVER, AFTER MID—APRIL IT IS PREFERABLE TO SEED TEMPORARY COVER.
NURSE PLANTS
BETWEEN MAY 1 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB.ACRE
SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
FALL: AUG. 25—SEPT. 15 AUG. 20 — OCT. 25
LATE WINTER: FEB. 15—MAR. 21 FEB 1. — APR. 15
FALL IS BEST FOR TALL FESCUE, AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF
KOBE LESPEDEZA OVER FALL —SEEDED TALL FESCUE IS VERY EFFECTIVE.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH.
ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED
ONCE OR TWICE A YEAR, BUT MOWING IS NOT NECESSARY. RESEED, FERTILIZE, AND MULCH
DAMAGED AREAS IMMEDIATELY.
4/C D-4.3
PERMANENT SEEDING
SEEDING MIXTURE
SPECIES
GERMAN MILLET
RATE (LB/ACRE)
40
IN THE PIEDMONT AND MOUNTAINS, A SMALL —STEMMED SUDANGRASS MAY BE
SUBSTITUTED AT A RATE OF 50 LB/ACRE.
SEEDING DATES
MOUNTAINS MAY 15 — AUG. 15
PIEDMONT- MAY 1 — AUG. 15
COASTAL PLAIN: APR. 15 — AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY ZOOO LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
2/CD-4.3
TEMPORARY SEEDING FOR SUMMER
SEEDING MIXTURE
SPECIES
RYE (GRAIN)
SEEDING DATES
MOUNTAINS
COASTAL PLAN AND PIEDMONT.•
RATE (LB/ACRE)
120
AUG. 15 — DEC. 15
AUG. 15 — DEC. JO
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10
FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATLEY. TOPORESS WITH 50
LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND
TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE
(PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUTNAINS) LESPEDEZA IN
LATE FEBRUARY OR EARLY MARCH.
3/C D-4.3
TEMPORARY SEEDING FOR FALL
SITE AREA DESCRIPTION
STABILIZAmON
TIMEFRAME EXCEPTIONS
Perimeter dikes, swales, ditches, slopes
7 days
Nona
High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
u
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
--- "_ All other areas with slopes flatter than 4.1
14 dap
None.. except for perimeters and HQW Zones.
S/C D-4.3
STABILIZATION TIMEFRAMES
PMUNHI°- Qf
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06111120
FIFTHSIREET.dwg
eyed: DC
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vn: MM
CD-4.3

20' APRON
PROVIDE SMOOTH TRANSITION
TO EX. PAVEMENT
1 /CD-8.0
RAMP VERTICAL CURVE (ENTIRE RAMP AREA)
NTS
J/8"x5" HOT DIPPED GALV. CARRIAGE HEAD BOLT, WITH
J/8" HOT DIPPED GALV. STEEL HEX HEAD NUT AND
J/8" HOT DIPPED GALV. STEEL FLAT WASHER
SLAP JOINT IN 4x6 WALER
LAP JOINT IN 4X6 WALER
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VINYL SHEETPILE GROIN - PLAN DETAIL
NTS
3.0'
EL. 1 J2.60'
CONCRETE APRON CAST -IN -PLACE
REINFORCED CONCRETE
INSTALLED BY NCWRC
TIMBER WALER
J/4" x J,." GALV. TIMBER BOLT-1
WITH OG WASHER AIq NUT
(END OF BREAKWAT&R ONLY)
J/8"x3-1/2" HOT DIPPED GALV. S�EL
LAGXCREW WITH JIB" HOT DIPPED
GALV. STEEL FLAT WASHER
a v
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4X6 TIMBER WALER
J/4" x JO" GALV.
TIMBER BOLT WITH OG
WASHER AND NUT
8" TIP TIMBER PILE
VINYL SHEETPILE
CL9900 OR EQUIVALENT
--3.0'
EL. 1 J2.10'
CAP BOARD
3/C D-8.0
VINYL SHEETPILE GROIN - PROFILE DETAIL
NTS
EL. 1 J 1.70'
�p
14.07. SLOPE
FLOATING DOCK
CONCRETE RAMP
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06111120
Vame:
FIFIHSTR££T dwg
eyed: DC
aned: mm
in: mm
oved:
A No.
CD-8.0

4" HT. REBAR CHAIR
WITH BASE (TYP.)
2.0'
USE SIMPLE TI
AT EACH CROSSIN
#4 BA
UNDER # 7 BA..
14 BAR (TYP.)
x8 FORM BOARDS
`n' U "J I V I "U ' U V1 "V�'%U BENEATH # 7 BARS (TYP.) BASES TO SUPPORT # 4 BARS
(3' MAX. SPACING) (TYP.)
NOTES.-
1. ALL REINFORCEMENT, FORM WORK, CONCRETE PLACEMENT, AND CURING PRACTICES SHALL CONFORM TO ACI-316-11 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 & CD-6.1.
J. PROPER BASE FOR SLAB IS 1 FOOT OF SMALL CLASS 8 OR CLASS A RIP RAP COVERED WITH 6" OF WASHED 15, 157, OR 14 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 17 BARS ARE PLACED ABOVE 14 BARS 4" HT REBAR CHAIRS ARE PLACED UNDER AND ATTACHED TO 14 BARS IN PATTERN SHOWN IN PLAN VIEW.
7. RE84R CONTACT LAPS SHALL BE MIN. OF 30 TIMES BAR DIAMETER AND JOINED BY SIMPLE TIES.
& MAINTAIN MIN. 3" CLEARANCE BETWEEN REBAR AND INSIDE OF FORMS.
9. RUN 17 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 NCOOT 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 "xf iri" 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.
1/CD-8.1
PUSH SLAB SECTION VIEWS
NTS
DETAIL A
1 j " COVER
#7
BOARDS (TYP)
BAR
'0 HOLES
9. C. IN FORM BOARD
IPMUNHI°- Qf
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4" HT. REBAR CHAIR (TYP.)
"
2X 10 FORM ARD SLANTED
FORWARD LEADING EDGE OF PUSH SLAB
DETAIL B
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Date:
06111120
File Name:
FIFTHSTR£ET dwg
Surveyed: DC
Designed: MM
Drawn: MM
Approved:
Sheet No.
CD-8.1

# 7 DOWELS EXTEND 24" BEYOND FORM TO
REFER TO 2 C08.2 FOR CONNECT TO NEXT SECTION OF RAMP SLAB
REMOVE FORM BEFORE NEXT POUR
SURFACE FINISHING DETAIL 8" MIN. 4500 PSI CONCRETE PMUNHIff
DO H@U MACE
7 LONGITUDINAL BARS 0 12" O.C.
(RE: 1/CD-6.4)
=1 Oil
0
14 TRANSVERSE BARS 0 18"" O.C,
2" O.C. GROOVE FINISH
cn
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1. REFER TO 1/CD-8.1 FOR CONCRETE AND REBAR DETAILS
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NOTES
1. REFER TO 1/CD-8.1 FOR CONCRETE AND REBAR DETAILS.
y
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2. GROOVE FINISH SHALL BE INSTALLED ON RAMPS UNLESS
1/CD-8.2
2/CD-8.2 OTHERWISE INDICATED
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RAMP DETAIL
RAMP FINISH DETAIL
NTS
NTS
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5.5" MIN. 4000 PSI CONCRETE
x
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Q
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COMPACTED SUBGRADE
AGGREGATE BASE
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COMPACTED SUBGRADE
CONCRETE NOTES
1. CONSTRUCT CONCRETE SIDEWALK 5' WIDE UNLESS OTHERWISE DENOTED ON THE PLANS.
IIIIIIIIIIIIIIII
2. PLACE A GROOVE JOINT 1" DEEP WITH %8" RADII AT 5' INTERVALS. ONE!12" EXPANSION JOINT REQUIRED AT 50' INTERVALS AND
WHERE SIDEWALK JOINS ANY RIGID STRUCTURE OR DIFFERENT MATERIAL.
J. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4500 PSI WITH FIBER AN AIR ENTRAINED CONTENT OF 69
4. BROOM FINISH SIDEWALKS
5. ALL SIDEWALKS SHALL HAVE A MAXIMUM RUNNING SLOPE OF 5.0% AND MAXIMUM CROSS SLOPE OF 2.0%
`=
Date:
06111120
File Name:
FIFTHSTR£ET dwg
3/CD-$.2
4/CD-$.2
Surveyed: DCDesigned:
CONCRETE PAVEMENT
GRAVEL PARKING
MM
Drawn: MM
NTS
NTS
Approved:
Sheet No.
CD-8.2

6
91"
14 BARS @ 12" O.C.
B
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0
N
A
WOODEN FORM
WORK (TYP)
WOODEN FORM
WORK (TYP)-\ 4"
11"
14 BAR SUPPORT
FOR ANCHOR BOLTS
1 /CD-8.3
FLOATING DOCK ABUTMENT
NTS
PLAN VIEW B
B
14 BARS ® 12" O.C.
11 " A 11 " 6 11 " 6 11 "
14 BARS ® 12" O.C.
SAFETY CHAIN) h
ANCHOR BOLT
SECTION A -A
Mmmm8'�
4" HT. REBAR CHAIR
WITH BASE (TYP)
(2' MAX. SPACING)
pnHUNHI°- Qf
DO H@U U31E
--4" HT. REBAR CHAIR NOTES:
WITH BASE (TYP) (2' 1. ALL REINFORCEMENT, FORM WORK, CONCRETE PLACEMENT, AND CURING PRACTICES SHALL
MAX. SPACING) CONFORM TO ACI-J18-11 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. J" 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 2MAX.
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.
A 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.
16" LAP
JOIN WITH SIM
J'1018"Lx4'J HDG ANCHOR BOLTS
(TYP). SET IN PREDRILLED FORM
HOLES WITH 14" OF THREAD
EXPOSED PAST OUTSIDE OF FORM
AND TIED TO REBAR CAGE.
FOR ANCHOR BOLTS
2" MIN. CLEARANCE
BETWEEN TOP OF
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FORM FIFTHSTREET.dwg
lyp) Surveyed: DC
Designed: MWL
Drawn: MWL
CD-8. J