87646d-nc wildlife resource

0`°"S'4( ❑CAMA ❑ DREDGE & FILL N9 87646 A B C D
GENERAL PERMIT Previous permit
t previous ermit i ued
[—]New ❑ Modification ❑ Complete Reissue ❑ Partial Reissue
As authorized by the State of North Carolina. Department of Environmental Quality and the Coastal Resources Commission in an area f envir mentafconcern pursuant to:
I SA NCAC ❑ Rules attached. ❑ General Permit Rules available at the following link: www.deq.nc.gov/CAMArules
Applicant Name
Address
City
Phone # (
State ZIP
Authorized Agent
Project Location (County):
Street Address/State Road/Lot #(s)
Email Subdivision
City '_i ` ZIP 1'
Affected ❑ cW ❑ EW ❑ PTA ❑ ES ❑ PTS Adj. Wtr. Body ,Q '� (nat/man/unk)
AEC(s): ❑ OEA ❑ IHA ❑ UW ❑ SPIMA ❑ PWS Closest Maj. Wtr. Body U _ `t Ala-�CJ`x
ORW: yes/no PNA: yes/no
Type of Project/ Activity
(Scale: )
e <
Shoreline Length(•�'�-
r sum wcs _.
Access Length
Pier (dock) length
Fixed Platform(s)
Floating Platform(s)
Finger pier(s)
Total Platform area
Groin length/#
Bulkhead/ Riprap length
Avg distance offshore
Breakwater/Sill
Max distance/ length
Basin, channel
Cubic yards
Boat ramp
Boathouse/ Boatllft
Beach Bulldozing
Other
err. �tarweocr / a' x�x x m'
(m ec emRum n R
n¢ na�nc cmr / eRtx x eu' uxc
(ro ff xsRwxn er ncwRe)
J
SAVobserved: yes no
Moratorium: n/a yes no .* 7
Site Photos: yes no
Riparian Waiver Attached: yes no
A building permit/zoning permit may be required by: ^ r'
Permit Conditions
<t.
nt we ao[rvx (e' .� x 10• — x e' arer)
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MTOf IX� ,AY/I H1efG' IX OTVE]£ � q¢ P]
pwr er owls)
❑ TAR/PAM/NEUSE/BUFFER (circle one)
❑ See note on back regarding River Basin rules
❑ See additional notes/conditions on back
I AM AWARE OF STATUTES, CRC -RULES AVD CONDITIONSA-IAT APPLY TO THIS PROJECT AND REVIEWED COMPLIANCE STATEMENT. (Please Initial)
Agent or Applicant PRINTED Name
Permit Officer's PRINTED Name
Signature "Please read compliance statement on back of permit" Signature
Application Feels) Check #/Money Order Issuing Date
Expiration Date

Statement of Compliance and Consistency
This permit is subject to compliance with this application and permit conditions. Any violatpn of these terms may
subject the permittee to a fine or criminal or civil action; and may cause the permit to become null and void.
This permit must be on the project site and accessible to the permit officer when the project is inspected for
compliance. The applicant certifies by signing this permit that: 1) prior to undertaking any activities authorized by this
permit, the applicant will confer with appropriate local authorities to confirm that this project is consistent with the
local land use plan and all local ordinances, and 2) a written statement from the adjacent riparian property owner(s)
has been obtained, or proof of delivery of certified mail notification of the adjacent riparian property owner(s).
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
F� Tar - Pamlico River Basin Buffer Rules F-1 Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules
for the River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the
NC Division of Water Resources. If you have any questions, please contact the Division of Water Resources at the
Washington Regional Office (252-946-6481) or the Wilmington Regional Office (910-796-7215).
Notes/Additional Permit Conditions:
Please ensure all debris associated with the removal or construction of the permitted development is contained within the authorized
project area and disposed of in an appropriate upland location.
Division of Coastal Management Offices
Morehead City Headquarters
400 Commerce Ave Morehead City, NC 28557
252-808-2808/ 1-888-4RCOAST Fax: [phone]
(Serves: Carteret, Craven — south of the Neuse River, Onslow
Counties)
Elizabeth City District
401 S. Griffin St. Ste. 300
Elizabeth City, NC 27909
252-264-3901
(Serves: Bertie, Camden, Chowan, Currituck, Dare, Gates, Hertford,
Pasquotank and Perquimans Counties)
Washington District
943 Washington Square Mall Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Craven — north of the Neuse River, Hyde, Pamlico,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext. Wilmington, NC 28405-3845
910-796-7215
Fax: [phone]
(Serves: Brunswick, New Hanover and Pender Counties)
http://portal.ncdenr.org/web/cm/dcm-home Revised 6/01/2021

❑CAMA Cl DREDGE FILL N9 87646 A B C � D A
GENERAL PERMIT Date Previouspermit
Date previous permit issued
❑ New ❑ Modification ❑ Complete Reissue ❑ Partial Reissue
As authorized by the State of North Carolina, Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to:
15A NCAC ❑ Rules attached. ❑ General Permit Rules available at the following link: www.deq.nc.yov/CAMArules
Applicant Name Authorized Agent
Address Project Location (County):
City State ZIP _ Street Address/State Road/Lot #(s) _
Phone # (_ )
Email Subdivision
City ZIP
Affected ❑ CW MEW ❑ PTA ❑ ES ❑ pTS Adj. Wtr. Body (nat/man/unk)
AEC(s): ❑ OEA ❑ IHA ❑ UW ❑ SPIMA ❑ PWS Closest Mal. Wtr. Body jt CJ�L)t�CJ��
ORW: yes/no PNA: yes/no
Type of Project/ Activity
Shoreline Length
Access Length
Pier (dock) length
Fixed Platform(s)
Floating Platform(s)
Finger pier(s) -- --
Total Platform area
Groin length/q
Bulkhead/ Riprap length
Avg distance offshore
Breakwater/Sill
Max distance/ length
Basin, channel
Cubic yards
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing _
Other
I
tie .wn auwo - -
��� I �I! i I �u �N!IP.IrIr� •��
(Scale: )
r
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OV
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SAVobserved: yes no
Moratorium: n/a yes no
Site Photos: yes no , •Y ""
Ri W I i
j
I
1r
,at aver Attached: yes no,
A building
permit/zoning permit may be required by:
Permit Conditions
❑ TAR/PAM/NEUSE/BUFFER (circle one)
❑ See note on back regarding River Basin rules
❑ See additional notes/conditions on back
1 AM AWARE OF STATUTES CRC RULES AND CONDITIONS THAT APPLY TO THIS PROJECT AND REVIEWED COMPLIANCE STATEMENT (Please Initial) ,
7i!
Agent or plicant P INTED me Permit Officer's PRINTED Name
� t
IE
Signature • Please comp lance statement on back of permit" Signature
Application Feels) Check #/Money Order Issuing Date Expiration Date

' COMPLETE•N
DELIVERY
COMPLETE THIS SECTIONON
■ complete (temsl 2;`arif3; . :.,.
A. Sign
j
-IN. Print your name and'addret s' the reverse
ant
Addressee
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so that we can return the card to you:
■ Attach'this card to the back of the malipiece,
B. Received by 0,/fnfed Name)
C. Date 9f Deliyery
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or opahe front U space permits.
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D. is delivery address different from stern 1? 13Yes
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If YES, eritbr'deliveryy address
below: ❑ No
Lee's Cut HOA
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111 Lee's out Lane
Wrightsville Beach, NC 284.80 I
❑PrioriryMall srel
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Adult Signature
❑ Aduk Signature
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❑ Registered Mail
Delivery Signature Restricted Delivery
❑ ge'glstered Mall Restrictedl
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❑ ed Map Restricted Delivery
❑'Signature Con immUonTm
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❑ Signature ConUmratlon .�
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7021' 0956 0000 8032 '97U9'-
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PS Form 8811, July 2020 PSN 7530-02-000-9053
Domestic Return Receipi

K`' NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
Cameron Ingram, Executive Director
June 28, 2022
Lee's Cut Homeowners Association
PO Box 531
Wrightsville Beach, NC 28480
To Whom it May Concern,
CERTIFIED RETURN
RECEIPT REQUESTED
This letter is to inform you that the North Carolina Wildlife Resources Commission is preparing to file for a General CAMA
Permit for renovations at the Wrightsville Beach Boat Access Area (New Hanover County). This project will involve
demolition of two existing fixed docks, existing wooden bulkheads, an existing wooden breakwater and construction of
two (2) concrete abutments, two new floating docks, replacement of two (2) existing floating docks, new vinyl bulkhead
and vinyl breakwater (273 linear feet total).
Records indicate that you are an adjacent riparian property owner of the property, and I am required to notify you of the
development in order to give you the opportunity to comment on the project. Please review the attached project drawings.
No action is required from you or you may sign and return the enclosed no objection form. If you have any questions or
comments about the proposed project, please contact me at [phone] or at the address listed below. If you wish
to file written comments or objections with the local government CAMA permit program, you may submit them utilizing
the attached form.
'�lam.Sin�cerely'
/
y V L—JA
Michael Leggett, PE
Facility Construction Engineer
Mailing Address: 1718 NC 56 West, Creedmoor, NC 27522
Office Phone: [phone]
Email: Michael. leggett(a.ncwildlife.orq
Enclosures
Mailing Address: N.C. Wildlife Resources Commission • 1720 Mail Service Center • Raleigh, North Carolina 27699-1701
Telephone: [phone] • ncwildlife.org

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
.CERTIFIED MAIL • RETURN RECEIPT REQUESTED or.HAND DELIVERY
(Top portion'to be completed by. owner or their agent)
Name of Property Owner. • North Carolina Wildlife Resources .
Address of Property: 109 Causeway Drive, Wrightsville, NC 28480
Mailing Address of Owner: 1718 NC 56 West, Creedmoor, NC 27522
Owner's email: [e-mail] Owner's Phone#: [phone]
Agent's Name: Michael. Leggett Agent Phone#: same as above
Agent's Email: same as above
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(_Bottom_ portion to be completed by the Adjacent Property: Owner)
1.hereby certify that I own property adjacent to the above referenced property. The individual applying for this
permit has described to me, as shown on the attached drawing, the development they are proposing.. A
description or drawing, with dimensions, must be provided with this letter.
I DO NOT have objections to this proposal. I. I DO have objections to this proposal.
If you have objections to what is being proposed, ' you must notify the N.C. Division of Coastal
Management (DCM) in writing within 10 days of receipt of this notice. Correspondence should be
mailed 'to 127 Cardinal Drive Ext., Wilmington, NC 28405-3845. DCM representatives can. also be
contacted at [phone]. No response is considered the, same as no objection if you have been
notified by Certified Mail.
WAIVER SECTION
I understand that any proposed pier,'dock, mooring pilings, boat ramp, breakwater; boathouse, lift, or
groin must beset back a minimum distance of 15' from my area of riparian access unless waived by me
(this does not apply to bulkheads or riprap revetments). (If you wish to waive the. setback, 'you must sign
the appropriate blank.below.)
I DO wish to waive some/all of the 15' setback
Signature of Adjacent Riparian Property Owner
-OR-
I do not wish to waive the 15' setback requirement (initial the blank)
Signature of Adjacent Riparian, Property Owner:
Typed/Printed name of ARPO:
Mailing Address of ARPO:
ARPO's email: ARPO's Phone#:
Date: *waiver is valid for up to one year from ARPO's .Signature*
Revised July 2021

SENDER: COIWPI?�TE THIS SECTION
COMPLETE THIS SECTION ON DELIVERY
'" .■ Complete' , and3.
_
■ ,Print your'; d address on the reverse
'so
Agent
UA ❑ Addressee
that wo 0 return the card to you.
■ :Attach this card to the back of the mailpiece;
by (Printed Nam_e)/
C: Date of Delivery
or on,the front)f space permits.
1. Article Pa-+ro�i to: ' :
D. Is delivery address d(fferd from Item 1? s
I
II YES, enter delivery address below: ❑ No
I
NCDOT
5501 1
QdfS
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Barbados Blvd
Ca yne, NC 28429 j ..
stle Ha
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IIII�IIIIIIIIIIIIII
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0'0 Adult AdultSgnature Restricted Delivery ❑Rg dMall ��I
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9590 9402 70561225 2618 76 . "
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3 Collect on Delivery ' . O Signature CoMtrm=
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2.:Article ;Number (Transfer from service lapdO
❑ Collect on Delhiery Restricted Delivery " Restricted Delivery
uiRestrictedoeligery
7021..0950 .00.00 .8;�32.9693
Ps Form 3811., July 2020 PSN 7MO-02-000-9053
Domestic Retum Receipt
J

rz NORTH CAROLINA WILDLIFE RESOURCES COMMISSION 0
Cameron Ingram, Executive Director
June 28, 2022
Mr. Benjamin T. Hughes, PE — District Engineer
NCDOT — Division 31 District 3
5501 Barbados Blvd
Castle Hayne, NC 28429
Dear Mr. Hughes,
CERTIFIED RETURN
RECEIPT REQUESTED
This letter is to inform you that the North Carolina Wildlife Resources Commission is preparing to file for a General CAMA
Permit for renovations at the Wrightsville Beach Boat Access Area (New Hanover County). This project will involve
demolition of two existing fixed docks, existing wooden bulkheads, an existing wooden breakwater and construction of
two (2) concrete abutments, two new floating docks, replacement of two (2) existing floating docks, new vinyl bulkhead
and vinyl breakwater (273 linear feet total).
Records indicate that you are an adjacent riparian property owner of the property, and I am required to notify you of the
development in order to give you the opportunity to comment on the project. Please review the attached project drawings.
No action is required from you or you may sign and return the enclosed no objection form. If you have any questions or
comments about the proposed project, please contact me at [phone] or at the address listed below. If you wish
to file written comments or objections with the local government CAMA permit program, you may submit them utilizing
the attached form,
Sincerely,
A�'� (�/
Michael Leggett, PE
Facility Construction Engineer
Mailing Address: 1718 NC 56 West, Creedmoor, NC 27522
Office Phone: [phone]
Email: Michael. [e-mail]
enclosures
Mailing Address: N.C. Wildlife Resources Commission • 1720 Mail Service Center • Raleigh, North Carolina 27699-1701
Telephone: [phone] • ncwildlife.org

N.C. DIVISION OF COASTAL MANAGEMENT
ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATIONIWAIVER FORM
CERTIFIED MAIL • RETURN RECEIPT REQUESTED or HAND DELIVERY
(Top portion to be completed by owner or their agent)
Name of Property Owner: North Carolina Wildlife Resources
Address of Property: 109 Causeway Drive, Wrightsville, NC 28480
Mailing Address of Owner: 1718 NC 56 West, Creedmoor, NC 27522
Owner's email: [e-mail] Owner's Phone#.- 919 707.0083
Agent's Name: Michael Leggett Agent Phone#: same as above
Agent's Email: (same as above
ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the Adjacent Property Owner)
I hereby certify that I own property adjacent to the above referenced property. The individual applying for this
permit has described to me, as.shown on the attached drawing, the development they are proposing. A
description or drawing, with dimensions, must be provided with this letter.
DO NOT have objections to this proposal. II DO have objections to this proposal. .
If you have objections to what is being proposed,'you must notify.the. N.C. Division of Coastal
Management (DCM) in writing within 10 days of receipt of this notice., Correspondence should be
mailed to 127 Cardinal Drive Ext., Wilmington, -NC 28405-3845. DCM representatives can also be.
contacted at [phone]. No response is considered .the. same as no objection if you have been
notified by Certified Mail.
WAIVER SECTION
Understand that any,proposed pier, dock, mooring pilings, boat ramp, breakwater, boathouse; lift, or
groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me
(this does not apply to bulkheads or riprap revetments). (If you -wish, to waive the setback, you must sign
the appropriate blank below.)
I DO wish to waivesome/all of the 15' setback
Signature of Adjacent Riparian Property Owner =
-OR-
I do not wish to waive the 15' setback requirement (initial the blank)
Signature of Adjacent Riparian Property Owner:
Typed/Printed name 'of ARPO:
Mailing Address of ARPO:
ARPO's email: ARPO's Phone#:
Date:
*waiver is valid for up to one year from ARPO's Signature*
Revised July 2021

SENDER: COMPLETE THIS SECTION
COMPLETE THIS SECTION ON
DELIVERY
■ Cdrpplete items 1. 2. and 3.
A. Signature
"Agent
■ Print your name and address on the reverse
-
so that we can return the;card td you:
Addresses
■ Attach this caid to the back'of the rnailpiece,
Received by. J?Wed Name) .
C. e l
"' • or on the front if space permits.
1. Article Addressed to:
D. la,deliveryaddress.different from Rem 1? F3, Yes I
If YES, enter delivery address Lielow: t�iNa
J� I
To of Wrightsville Beach
PO Box 626
Wrightsville Beach, = 28480.
3: Service Type
O Pdodty Mall xpn
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Owned Mail. ResMoted Delivery•
Dellvwy. .
17 Signature ConfimatlonTM
❑ Collect on De11M
❑ Slgnature:Cordimiation
2. Artirla Number Mansfef from.sendbe,labe4...
❑ ConE
7021 0950 0000 8'032
9723
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PS Fonn'3811, July. 2020 PSN 753D-o2-coo-eD53
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NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
Cameron Ingram, Executive Director
June 28, 2022 CERTIFIED RETURN
RECEIPT REQUESTED
Tony Wilson — Planning & Parks Director
Town of Wrightsville Beach
PO Box 626
Wrightsville Beach, NC 28480
Dear Mr. Wilson,
This letter is to inform you that the North Carolina Wildlife Resources Commission is preparing to file for a General CAMA
Permit for renovations at the Wrightsville Beach Boat Access Area (New Hanover County). This project will involve
demolition of two existing fixed docks, existing wooden bulkheads, an existing wooden breakwater and construction of
two (2) concrete abutments, two new floating docks, replacement of two (2) existing floating docks, new vinyl bulkhead
and vinyl breakwater (273 linear feet total).
Records indicate that you are an adjacent riparian property owner of the property, and I am required to notify you of the
development in order to give you the opportunity to comment on the project. Please review the attached project drawings.
No action is required from you or you may sign and return the enclosed no objection form. If you have any questions or
comments about the proposed project, please contact me at [phone] or at the address listed below. If you wish
to file written comments or objections with the local government CAMA permit program, you may submit them utilizing
the attached form.
Sincerely, J
Michael Leggett, PE
Facility Construction Engineer
Mailing Address: 1718 NC 56 West, Creedmoor, NC 27522
Office Phone: [phone]
Email: [e-mail]
enclosures
Mailing Address: N.C. Wildlife Resources Commission • 1701 Mail Service Center • Raleigh, North Carolina 27699-1701
Telephone: [phone] • ncwildlife.ora,

N.C. DIVISION OF COASTAL MANAGEMENT
'ADJACENT RIPARIAN PROPERTY OWNER NOTIFICATION/WAIVER FORM
CERTIFIED MAIL RETURN RECEIPT REQUESTED or HAND DELIVERY
(Top portion to be completed by•owneror their agent)
Name of Property Owner: North Carolina Wildlife Resources.
Address of Property: 109 Causeway Drive, Wrightsville, NC 28480
Mailing Address of Owner: 1718 NC• 56 West, Creedmoor, •NC 27522
Owner's email: [e-mail] Owner's Phone#: 919 707:0083 ...:
Agent's Name: Michael Leggett, Agent Phone#: same as above .
Agent's Email: same as above
.ADJACENT RIPARIAN PROPERTY OWNER'S CERTIFICATION
(Bottom portion to be completed by the.Adiacent Property Owner) �.
I hereby.certify that I own property adjacent to the above referenced property: The individual applying for this:
permit has -described to me, as shown onthe attached. drawing, the development they are proposing. A
description or•drawing, with. dimensions, must be provided with this letter. -
I DO NOT have objections to this proposal. I DO have objections to this proposal. .
If you have objections to. what is being proposed, you must notify,. the N.C: Division of Coastal
Management (DCM) in writing within 10 days of receipt of this notice., .Correspondence should be
mailed. to 127 Cardinal Drive Ext., 'Wilmington, NC.28405-3845. DCM representatives can also, be
contacted at.[phone]. No response is considered the same as no objection if you have been
notifiedby Certified Mail. .
WAIVER SECTION
I understand that any proposed pier, dock, mooring pilings, boat ramp, breakwater,, boathouse, lift,. or'
groin must be set back a minimum distance of 15' from my area of riparian access unless waived by me
(this does not apply to bulkheads or.riprap revetments):. (If you.wish.to waive the setback,.you must sign
the appropriate blank below.)
DO'wish to waive some/all of the 15' setback
Signature of Adjacent Riparian Property Owner
do not wish to waive the 15' setback requirement (initial the blank)
Signature of Adjacent Riparian Property. Owner:
Typed/Printed name of ARPO:
Mailing Address of ARPO:
ARPO's email: ARPO's Phone#:
Date:. *waiver is valid for up to one year from ARPO's Signature*
Revised july 202.1

Hall, Bryan L
From: Arnette, Justin R CIV USARMY CESAW (USA) <[e-mail]>
Sent: Thursday, October 6, 2022 11:59 AM
To: Hall, Bryan L
Cc: Leggett, Michael W; Hair, Sarah E CIV USARMY CESAW (USA); Currey, Gregory E CIV
USARMY CESAD (USA)
Subject: [External] RE: Wrightsville Beach Boat Ramp USACE Setback
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Bryan,
Taking all the below into consideration, navigation would not have an issue with the bulkhead replacement. We would
ask that they try to keep the new vinyl sheets as close to the current failing bulkhead as they can to minimize the
movement waterward of the land in that area. Thanks for bringing it to our attention and getting our input.
Much appreciated.
Justin
Justin Arnette
Team Lead Cartographer
Landuse Coordinator
Wilmington District
U.S. Army Corps of Engineers
910-251-4196
[e-mail]
From: Hall, Bryan L <[e-mail]>
Sent: Thursday, October 6, 2022 11:31 AM
To: Arnette, Justin R CIV USARMY CESAW (USA) <[e-mail]>
Cc: Leggett, Michael W <[e-mail]>
Subject: [Non-DoD Source) Wrightsville Beach Boat Ramp USACE Setback
Hi Justin,
NCWRC has come in with a proposal to do some renovations to the public boat ramp at Wrightsville Beach. Part of their
proposal is to replace the existing wooden bulkhead that has started to fail with vinyl in areas that are void of coastal
wetlands waterward of the existing wall. The plan is to drive vinyl sheets immediately waterward of the existing wooden
wall to prevent leakage into the waterway.
I just now caught that the USACE setback appears to run close to even with the existing waterward edge of the northern
peninsula. As proposed, if WRC drove vinyl sheets immediately in front of the existing wall at the end of the peninsula,
would this encroach into the setback? See the attached aerial with the area in question circled. Any guidance would be
appreciated.

OCP RF DOCUMENT PAYMENT GENERAL INFORMATION
OR
NEXT FUNCTION: ACTION: HISTORY: 09/08/2022 07:56:33
BROWSE
PAY EN111Y rl VEND/EMP NBR: 566000372 40
VEND/EMP SHORT NHME: DEQ DOCUMENT NBR: CAMAPERMIT090622
DOCUMENT DATE : 09/06/2022 PAYMENT NBR: 001 PRTL PYMT NBR: 000
IND AMOUNT
SALES TAX; VAT
SALES TAX 2
SALES TAX 3
FREIGHT
ADDITIONAL COST
GROSS INVOICE
PAYMENT AMOUNT
AMOUNT PAID
PAYMENT TERMS
PAYMENT DATE
PAYMENT ROUTE CD
FACTOR NUMBER
REASON CnnE/DESC
VAT INCLUSIVE N
EXPENSE IND
GL EFFECTIVE DATE: 09/07/2022
EXTRACT DATE
ACCRUAL CANC DATE
600.00
CURRENCY CODE
600.00
DISCOUNT TYPE
NOT TAKEN
600.00
DISCOUNT TAKEN
.00
PAYMENT STATUS
PAID
NET PAY IMMEDIATELY
PAYMENT REF NBR :
0000148291
09/07/2022
PAYMENT TYPE
ELECTRONIC
HANDLING CODE
ONE INVC PER PYMT:
YES
BANK ACCT PYMT CD-
IGO
I'll, a 06/023

Date
Date
Check From
Name of
Vendor
Check
Check
Permit
Rct. #
Received
Deposited
Permit Holder
Number
amount
Number/Comments
10/18/2022
NCWRC
same
ELECTRONI
148291
$600.00
GP #87646D
BH rct.
C
17723
TRANSFER

NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
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COVER
CD-0.1
BUILDING CODE SUMMARY
CD-1.0
EXISTING CONDITIONS
CD- 1.1
DEMOLITION/EXCAVATION
CD-20
SITE PLAN (RAMP AREA)
CD-2.2
BREAKWATER /BULKHEAD (SOUTH RAMP)
CD-2.3
NORTH BULKHEAD
CD-2.4
NORTHBULKHEAD
CD 2.5
NORTH BULKHEAD
CD-4.5
EROSION CONTROL DETAILS
CD-6.0
FL OA TING DOCK PROFIL ES
CD-6.1
FLOATING DOCKABUTMENT (6' WIDE)
CD-6.2
FLOATING DOCKABUTMENT (8' WIDE)
CD-8.0
BULKHEAD/BREAKWATER DETAILS
CD-8.2
BULKHEAD DETAILS
LEGEND
DIVISION OF ENGINEERING SERVICES
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1720
[phone] FAX.- [phone]
PROJECT
WRIGHTS VILLE BEACH BAA RENO VA TION
109 CA USEWA Y DRIVE
WRIGHTSVILLE, NC 28480
NEW HANOVER COUNTY, NC
34.21842 / -77. 81124
SCO # 19-20128-0 la
BID SET
PROJECT
SITE
VICINTY MAP
EX. CONTOUR (MJR)
e
------------------- Wrightsvill
EX CONTOUR (MNR) SJ�
EX PROPERTY BOUNDARY---------------
E1C FENCE z, o 0 0 0 0 0 �
OJECT
FLOOD PLAIN (AEI VE) - - - - ��q4 0PRTE DR
MLWL MLWL MLWL —" ( E` PE���pN 74
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�AECBOUNDARY - iisaia-/4-,
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EX. SPOT ELEV +2.04'
SEAL g j22
EX. TOP OF WALL ELEV +4.80' (row) _ 0���3� 9.,��Motu Channel Harbor Island o
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2018 APPFNDIX'B
2018 APPENDIX
2018 APPMDIXB
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BUILDING CODESUOIMARY FOR ALL COMMERCIAL PROJECTS
BUILDING CODE SUMMARY FORALLCOMDIERCIAI.PROJEC"IS
BUDDING CODE SUMNL%RY FOR ALL CONINIERCLALPROJECTS.
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INTERCOASTAL
WATERWAY
ZONE VE
PROP. BOUNDARY (PER GIS) (� 15 j ZONE AE TOWN OFF B026 BEACH
(EL. 13) WRlGH7SV/LLE BEACH, NC 28480
£X. WOODEN BULKHEAD — — — — END OF EX. WOODEN BULKHEAD
EX. WOODEN BULKHEAD
OHE
—�` IX ASPHALT MRANCE LANE D( LIGHT POLE TYP IX FDYCE
EX. OV9?Hfi1D Ll£CMAL
EX. FIXED DOCK
EX. BOAT *P .
IX ASPHALT PARKING AREA
EX FLOA77NG DOCKS ___ IX. BOAT RAMP
w
EX FIXED DOCK —
IX. WOODEN BULKHEAD / BREAKWA
ZONE VE
(EL 15 )
ZONE AE
/ (EL 13)
j
SITE NOTES:
EX. BOAT R�MP
PPOP. BOUNDARY (PER CIS)
Ilk=3 W ?° '"jf�
EX A.j* PA MW AREA
•%
4�1'
EX ASPHALT DEPARTURE LANE
TOWN OF WRIGH7SOLLE BEACH
PO BOX 626
WRIGHTSVKLE BEACH, NC 28480
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US-74AIL
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1. TOPOGRAPHIC AND LOCATION SURVEY PERFORMED BY NCWRC STAFF. NO BOUNDARY, ENVIRONMENTAL OR GE07ECHNICAL EVALUATION HAS BEEN PERFORMED FOR THIS WORK.
2. HORIZONTAL / VERTICAL DATUM (NAD83 & NAV988).
3. TRAVEL LANES IN AND AROUND WRIGHTSVILLE BEACH BOAT ACCESS AREA SHALL REMAIN OPEN DURING CONSTRUCTION.
4. NCWRC SHALL ESTABLISH BENCHMARK AND OFFSETS FOR USE BY CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION LAYOUT, VERTICAL, AND HORIZONTAL CONTROL.
5. ALL DISTURBED AREAS SHALL BE STABILIZED AND SEEDED PER SHEET CD-4.3 AFTER BULKHEAD INSTALLATION.
6. PROJECT AREA LIES WITHIN FLOOD ZONE VE PER NCFRIS (FIRM PANEL: 3720315700K, DATED 08128120018).
7 DEVELOPMENT WHICH WILL TAKE PLACE WITHIN THE LIMITS OF THE 100 YEAR FLOODPLAIN (ZONE AE) AT ELEVATION 13' & FLOOD ZONE VE AT ELEVATION 15' IS DESIGNED IN ACCORDANCE
WITH THE REQUIREMENTS OF EXECUTNE ORDER NO. 12J - UNIFORM FLOODPLAIN MANAGEMENT POLICY.
SCO If 19-20128-01A
PROP. BOUNDARY (PER GIS)'
LEES CUT HOM£09N£RS ASSOCA77ON
PO BOX 531
WRIGHTSNLLE BEACH, NC 28480
I
TOWN OF WR/GHT5NLLE BEACH
PO BOX 531
WRIGHTSVILLE BEACH, NC 28480
ENTRANCE TO
WRIGHTSVILLE BAA
60 0 60 120 180
Scale 1" = 60'
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Surveyed: CRR
Designed: MWL
Drawn: MWL
Approved: MWL
CD- 1.0

SCO # 19-20128-01A
PROP. EXCAVAWN AREA / EX WOODEN BULKHEAD
FOR BULKHEAD REALIGNMENT
DL NYIODEN BULKHEAD AREA• WO SF (TO REMNN IN PUCE)
(TO BE REPLACED) oy VOLUME. 200 CY EX. LIGHT POLE, TYP. al
�551b
i ' .0• ti� ti6 99 p� ►
aim OHE EX. OVERHEAD ELECTRICAL UNE -
�- s �r •4.53' �ro�
J J
17.2596 .i'�' •4.66' 0
.� 5. 4l
.i3 9ti / I , ` I ,_ EX W000£N FENCE
------ ----
EX. nXED DOCK f — — —
(COWRACTOR 70 REMOVE)
1-8.0'
I EX. BOAT RAMP
(CONCRETE)
APPROX. Of. £ND OF RWP
7
EX. FL0477NG DDCK rr*� 4 l 1-1-4-1 I �
(TO BE REMOVED BY NCWRC) r — — — '-' — —
/ III EX BAIT RAW
dPPPnY FY rmn nC PAW) ( )
EX. FLOA77NG DOCK
(TO BE REMOVED BY NCIIRC)
I
-8.0'
fX. BOAT RAMP
APPROX. EX END OF RAMP J I
(CONCRETE)
I
EX. FlXED DOCK
(CONTRICWR TO REMOVE) r
41.80'
DL WOODEN BREAKWATER
(COWTRACTOR TO REMOVE) PROP. EXCAVA77ON AREA
FOR BULKHEAD REAUGNMEHT �
AREA- 100 SF
Ae WCUME.• 50 CY
EX. WOODEN BULKHEAD
(TO REWN)
SITE NOTES'
9
=1111
WA
�
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EX PAVED
PARKING AREA
I
EX CONC. (66 SF) TO BE REMOVED FOR ABUTMENT 77E IN
(TO BE REMOVED BY NCWRC)
DL CONCRETE
MANEUVER
AREA
EX. CONC. (65 SF) TO BE REMOVED FOR ABUTMENT 77E IN
(TO BE REMOVED BY NCWRC)
EX BENCHMARK (USGS NAIL)
EL. 4.80'
EX. NATURAL
AREA
1. TOPOGRAPHIC AND LOCATION SURVEY PERFORMED BY NCWRC STAFF. NO BOUNDARY, ENVIRONMENTAL OR GEOTECHNICAL EVALUATION HAS BEEN PERFORMED FOR THIS WORK.
2. HORIZONTAL / VERTICAL DATUM (NAD83 & NAV988).
J. TRAVEL LANES IN AND AROUND WRIGHTSWLLE BEACH BOAT ACCESS AREA SHALL REMAIN OPEN DURING CONSTRUCTION.
4. NCWRC SHALL ESTABLISH BENCHMARK FOR USE BY CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION LAYOUT, VERTICAL, AND HORIZONTAL CONTROL.
5. ALL DISTURBED AREAS SHALL BE STABILIZED AND SEEDED PER SHEET C0-4.5 AFTER BULKHEAD INSTALLATION.
6. PROJECT AREA LIES WITHIN FLOOD ZONE VE PER NCFRIS (FIRM PANEL: 3720315700K, DATED 08128120018).
7 DEVELOPMENT WHICH WILL TAKE PLACE WITHIN THE LIMITS OF THE 100 YEAR FLOODPLAIN (ZONE AE) AT ELEVATION 13' & FLOOD ZONE VE AT ELEVATION 15' IS DESIGNED IN ACCORDANCE
WITH THE REQUIREMENTS OF EXECUTIVE ORDER NO. 12J - UNIFORM FLOODPLA/N MANAGEMENT POLICY.
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File Name:
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Designed: MWL
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Sheet No.
Scale 1" = 20' CD-2.0

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File Name:
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Surveyed: CRR
Designed: MWL
Drawn: MWL
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Sheet No.
CD-2.2

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CD-2.5

SCO # 19-20128-01A •�``','caR''�'•,,
SEEDING MIXTURE
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SEEDING MIXTURE
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SPEC/ES RATE (LB/ACRE)
RYE
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
�� ,�+<T
(GRAIN) 120
ANNUAL LESPEDEZA (KOBE /N PIEDMONT/COASTAL PLAIN, 50
KOREAN /N MOUNTAINS)
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE
AT A RATE OF 50 LB/ACRE.
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SEEDING MIXTURE = 3743 (\',v`
SUBSTITUTED
SPECIES R47E (LB/ACRE)
OMIT ANNUAL LESPEDEZA WHEN DUR477ON OF TEMPORARY COVER /S NOT TO EXTEND BEYOND
SEEDING DATES
RYE (GRAIN) 120 3y• . 4c ¢
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JUNE
MOUNTAINS: MAY 15 - AUG. 15
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SEEDING DATES '�,� •"" '
PIEDMONT: MAY 1 - AUG. 15
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MOUNTAINS: AUG. 15 - DEC. 15 ��, � W.
SEEDING DATES
30 '��flI111Itt►�`
MOUNTAINS: ABOVE 2500 FEET- FEB. 15 - MAY 15
COASTAL PLAIN: APR. 15 - AUG. 15
COASTAL PLAN AND PIEDMONT AUG. 15 - DEC.
BELOW 2400 FEET: FEB. 1 - MAY 1
PIEDMONT- JAN. 1 - MAY 1
SOIL AMENDMENTS
SOIL AMENDMENTS z
o
COASTAL PLAIN DEC. 1- APR. 15
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE
GROUND AGRICULTURAL LIMESTONE AND 750 CB/ACRE 10-10-10 ai
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER,
FERnuZER.
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
MULCH
MULCH 0
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH w
A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
ASPHALT, NE_MNG, OR A MULCH ANCHORING TOOL. A DISK WmI �
MULCH
AS A MULCH ANCHORING TOOL.
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH o
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ANCHORING TOOL. w > o)
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MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MAINTENANCE
MAINTENANCE w U) Q
MULCH ANCHORING TOOL.
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
REPAIR AND REFER77UZE DAMAGED AREAS IMMED/ATLEY. TOPORESS J z I z
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
WITH 50 LB/ACRE OF Nl7ROGEN /N MARCH. IF IT IS NECESSARY TO o R z O
MAINTENANCE
EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 w 0 Q
REFERTILIZE /F GROWTH IS NOT FULLY ADEQUATE RESEED, REFERTILIZE AND MULCH
LB ACRE KOBE PIEDMONT AND COASTAL PLAIN OR KOREAN z w U u) W
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(MOUITVA/NS) LESPEDEZA /N LAIE FEBRUARY OR EARLY MARCH. z 5 e q n o
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TEMPORARY SEEDING FOR SUMMER
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TEMPORARY SEEDING FOR FALL o UJ
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TEMPORARY SEEDING FOR LATE WINTER & EARLY SPRING
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SEEDING MIXTURE
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TALL FESCUE 80
0
RYE (GRAIN) 20
= u
KOBE LESPEDEZA 10
SEEDING N07ES
AFTER AUG. 15, USE UNSCARIFIED SERICEA SEED.
WHERE PERIODIC MOWING /S 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 LA7E WINTER FOR LESPEDEZAS. OVERSEED/NG OF KOBE
LESPEDEL4 OVER FALL -SEEDED TALL FESCUE IS VERY EFFECTIVE.
SOIL AMENDMENTS
APPLY LIME AND FER7LIZER ACCORDING TO SOIL 7ES7S 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 S7R4W OR EOU/VALENT COVER OF ANOTHER SUITABLE MULCH.
ANCHOR S7R4W 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
SITE AREA DEt itrr IoN
STABILIZATION
TIMEFRAME EXcmioNS
"It Perimeter dikes, swales, ditches, slopes
7 days
Nor*
' High Duality Water (HOW) Zones
7 days
None
NSlopes steeper than 3:1
7 days
B slopes are 10' or less In length and are
not steeper than 2:1,14 days are allows&
Slopes 3:1 or fl~
14 days
7 days for slopes greater than 50' In length.
AN other areas with slopes flamer than 4:1
14 days
None, except for perknaters and HOW Zones.
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REFER77LIZE /N THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQU47E. MAY BE MOWED ONCE Date: 812612022
OR TWICE A YEAR, BUT MOWING /S NOT NECESSARY. RESEED, FERTILIZE, AND MULCH DAMAGED
File Name:
AREAS IMMEDIA7ELY.
wiightsvilleboo.dwg
Surveyed: CRR
Designed: UK
4/CD-4.5 5/CD-4.5
PERMANENT SEEDING STABILIZATION TIMEFRAMES Drawn:
MK
Approved: MK
Sheet No.
CD-4.5

EX GAIOM PROFYE
120' 110'
DREDGE CUT UNE BELOW RO477NG DOCK
MAX CUT TO EL -5.0' (MMM)
81 LE
PR. fLO471NG DOCK
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PR. ABUTMENT
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(AAMCOVT 70 PR. R0147M DOCK
100' 90, 80' 70' 60' 50' 40' 30' 20' 10'
1 /C D-6.0
FLOATING DOCK (SOUTH): PROFILE VIEW
NTS
81 LF
PR. FLOATING DOCK
(4 FLO477NG ONUS / 6' WIDE X 20' LONG EACH)
MHW EL 1.4' I
MLW EL —2.6'
DL GROUND PROFILE
120' 110'100' 90, 80' 70' 60, 50, 40' 30'
DREDGE CUT LINE BELOW FLN77NG DOCK
MAX CUT TO EL —5.0' (NMVD88)
2/CD-6.0
FLOATING DOCK (NORTH): PROFILE VIEW
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Date:
812612022
File Name:
wrightsvilleboo.dwg
Surveyed: CRR
Designed. MWL
Drawn MWL
Approved: MWL
Sheet No.
CD-6.0

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4. 77E STEEL .USING SIMPLE {l9RE 77E CONNECTIONS AT EACH, INTERSECTION ¢ Z w 'Uo ,�
... _j5. SUPPORT CAGE USING 4' HE REBAR CNRS ATTACHED TO SDRRUPSAF 2' MAX SPACING. o .0
0
WO
6 INSTALL ALL ANCHOR BOLTS FOR PIANO HINGE AND SAFETY CHAIN THROUGH PREDRILLED HOLES IN FORM WORK. 40 ? .� o
SECURE WI7H WASHERS AND NUTS 70 OUTER FACE OF FORM.'' 77E BOLTS TO RE 4R CAGE. v z J = rn rn
O C9 ui c
A
OUT ESSARY E !2 0 a!o ..
Z BLOCK AS NEC FOR PIANO HINGE. a w o
A 8. USE NBRATOR TO CONSOLIDATE CONCRETE AND EUMINATE VOIDS IN CORNERS AND AROUND -EMBEDDED OBJECTS Z. G a LL
9. READY MIX CONCRETE SHALL BE 4500 PSI NCOOT CLASS AA W17H FIBER WITFI 4' SLUMP.
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x " HDG ANCHOR BOLTS (TYP.).
-
SET IN PREDRILLED. FORM, HOLES Q
WITH 1" OF THREAD. EXPOSED PAST
OUTSIDE OF FORM AND TIED TO W � •
REBA. R CAGE 'SPACING DETERMINED �
2" MIN. CLEARANCE
:.
BY . PRECAST HINGE. Z
BETWEEN TOP OF
WOODEN .FORM
PLAN MEW . B .
STEEL AND SURFACE p�
WORK (TYP)
CONCRETE
OF CON
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14 BARS A 12' O.c "
W
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14 84W O "12 Q.C.
n.
-
-
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..
.. Date:
8/26/2022
14 BAR SUPPORT
SAFETY CHAIN h
-ANCHOR BOLT.
\\-4"
16" LAP
A J 3/ ANCHOR BOLTS (TYP) OODEN FORM Fide n9htsvllleboo.dwg
JOIN WITH SIMPLE TIES
FOR ANCHOR -BOLTS . ..
WORK (TYP) surveyed:
SECTION A -A
HT. REBAR CHAIR #4 BAR SUPPORT SECTION $—B Designed: M
I1/CD-6.1
FLOATING DOCK ABUTMENT (6' WIDE)
WITH BASE (TYP) FOR ANCHOR BOLTS Approved: MWL
NTS..
(2' MAX. SPACING) sheet No.
CD-6.1

/4 84RS ®' 12' O.C.
WOODEN FORM WORK (TYP) V
4' 11' 11------ !1' !1'.' It' I1'
- . j4 B4RS ® 12' O.C. '
•
h
14 REBAR SUPPORT FOR SAFETY
ANCHOR BOLTS ANCHOR BOLT
1/CD-6.2 SECTION A=A
FLOATING DOCK ABUTMENT_(8' WIDE)
NTS.
SCO 1.9=20 i q n lA
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:BAR CHAIR WITH' BASE. (TYP) .
IX SPACING.
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1.. ALL RBNFORCEMENT, FORM WORK, CONCRETE'PLACEMENT AND CURING PRACTICES SHALL CONFORM TO ACI-318-. =,W
BUILDING CODES FOR !STRUCTURAL CONCRETE. READY. MIX CONCRETE SHALL MEET ASWl C94 SPECIFICA770M w
REINFORCING STEEL SHALL BE GR4DE-60 MEE7ING ASTM A615 SPECIFICATIONS 0)
rn
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2. ABUTMENT' BASE MUST BE LEVEL BEFORE PLACING FORMS AND REINFORCING STEEL UJ w a
ww.w¢
J. MAINTAIN MIN. 3' CLEARANCE BETWEEN REINFORCING STEEL AND INSIDE OF FORMS AND 2' CLEARANCE BETWEEN 70P o z Z M
OF STEEL AND: TOP SURFACE OF CONCRETE _ 0.
W w
IN
4. 77E STEEL USING SIMPLE WIRE 77E CONNECTIONS AT EACH INIERSEC7/0N. Q Z w U m
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5.. SUPPORT REEKR CAGE USING 4' HE REBAR CHAIRS ATTACHED TO STIRRUPS AT 2' MAX. SPACING. ? w � of o o d
O'LL w 0 �`� =
6. INSTALL" ALL ANCHOR BOLTS FOR PIANO HINGE AND SAFE7Y CHAIN THROUGH PREDRILLED HOLES IN FORM WORK. Q 0 Z oS of v
SECURE WITH .WASHERS AND NUTS 70 OUTER FACE OF FORM. 77E BOLTS TO REBAR CAGE V z J = rn Z;
20C1 c
7. BLOCK OUT AS NECESSARY FOR P14NO HINGE. w W 0
8.' USE WBR470R 70 CONSOLIDATE CONCRETE AND ELIMINATE VOIDS.IN CORNERS AND AROUND EMBEDDED OBJECTS o
9. READY"MIX CONCRETE SHALL BE.4500 PSI NCOOT CLASS AA W17H FIBER WITH 4' SLUMP.
- Z Q N
p W
3/4100.81x4" J HDG ANCHOR .BOLTS (TYP)
SET- IN PREDRILLED FORM HOLES WITH 1- 4 p' OF 'THREAD EXPOSED p
'PAST OUTSIDE. OF FORM AND TIED, TO. REBAR CAGE "
2' MIN. CLEARANCE
BETWEEN TOP OF g"
STEEL ND CONCRETE SURFACE LQ
0im Z .
ANCHOR BOLTS (TYP) j
"
" V m
120' W Q
• . 115.' m V
f4 S77RRUPS. ® 12' O.C.
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- .. Data:,,,
4 REBAR SUPPORT FOR 812612022
16'" LAP' JOIN , WITH SIMPLE 71ES # ' File Name:
ANCHOR BOLTS WOODEN FORM WORK (TYP) wd9hW11ebaa.dw9
4" REBAR CHAIR WITH' BASE (TYP) Surveyed: MWL
2' MAX SPACING - SECTION B—B
Drava: MwL
Approved: MWL
Sheet No.
CD-6.2

PR. PILE EL 8' (MWW)
TOWEL 5' (NAV088)
3/4' 0 77MBER BOLT W/ OGEE WASHER 4' NUT
(FACE NUT AWAY FROM RAMP)
v MHWL EL 1.4' (NAVOW)
PR FLQ471NG DOCK
f
EX. B04T RAMP--
12' CLASS B RIP RAP INSTALLED TO MLWL PR TAMER PIE J
(TO BE INSTALLED BY NCWRC) (AAW. 8' 0)
1 /CD-8.0
VINYL BULKHEAD DETAIL / (SOUTH RAMP)
NTS
1120' WOOD SCREWS
(8 OC)
3/4' 0 TIMBER BOLT W/ OGEE WASHER 3 NUT
(FACE NUT AWAY FROM RAMP)
PR. FLa477NG DOCK
EX BAT RAMP
12' CLASS B RIP RAP
(INSTALL TO MLWL)
PR TIMBER PILE J
(MIN. 8. 0)
m
2/CD-8.0
VINYL BREAKWATER PROFILE
NTS
BEILXHEAD / 7ER NOTES I SCO # 19-20128-01 A
2X6 w BaWD STRUCTURAL 71MB£R dr WROWARE.-
1. PILINGS TO BE 8' 0 ROUND TRE47ED SOUTHERN YELLOW PINE (SYP) AND SHALL MEET REOU/REMENIS OF AS7M D25, UC58, & 2.5 PCF OF CCA
112x3' WOOD SCREWS 2 WAL£RS TO BE SIZE AS INDIC47ED ON PLANS, NO 1 MARINE GRADE SYP, LIC58 It 2.5 PCF OF CCA
(8' 00 J. CAP BOARD SHALL BE 2X6' NO. 1 SIP, UC48. GROUND CONTACT TREATMENT OF JI PCF OF CCA
4. ALL IARDWARE AND BOLTS SHALL BE HOT DIP G4LVAN/ZED (HDG) (ASTM A-153) OR STAINLESS S71M (GRADE 304 OR 316). USE CUT WASHERS UNDER ALL BOLT HEADS
EX. PAVED PARKING AREA AND NUTS, UNLESS OTHERWISE NOTED.
5. CAP B94RDS SHALL BE ATTACHED TO WALERS WITH /12-3' HOG OR COATED SCREWS, WITH MINIMUM TWO (2) SCREWS PER WALER.
r �— — — — — — — -- SHEET PILES
1 1. VINYL SHEETING SHALL MEET THE FOLLOWING SHEET PILE PROPERTIES-
1. 1* COLOR. GREY
1.2. MINIMUM ALLOWABLE MOMENT 5,333 FT•LBS/FT
1.3. MINIMUM SECTION MODULUS.- 20 IN 3/FT
1.4. MINIMUM MOMENT OF /NDM 90 IN-4/FT
1.5. MINIMUM WALL THICKNESS. • 0.35'
1.6. MAXIMUM SECTION DEPTH. • 9'
I'Z MAXIMUM SECTION WIDTH, 24-
2. ORIVE TO MINIMUM EMBEDMENT DEPTHS AS INDIC47ED ON PLAN SHEETS (SEE CO-2.2, CD-23, CO-24 dr CD-2.5).
5 8X8 WALER 7YP J. VINYL SHEET PILING SHALL HAVE LENGTH AS SHOWN ON PLAN INTERLOCKING SHEET PILING & UV INHIBITED.
4. SHEET PILING SHALL BE DRIVEN WITH STEEL MWDREL t VIBRATORY HAMMER DUE 70 ANTICIPATED OBSTRUCTIONS TO PREVENT DAMAGE TO PILING.
5. CONTRACTOR SHALL NOT CUTOFF OR INSTALL SHORTER SHEETS WITHOUT WRITTEN APPROVAL FROM OWNER.
r 6. CONTRACTOR SHALL TAKE ADEQUATE PRECAUTIONS 70 ENSURE PILES ARE DRIVEN PLUMB.
RAMP)
ANCHORS It TIE84CKS
1. WHERE SPECIFIED ON PLANS, DEADMAN STYLE HE BACKS SHALL BE USED AND SPACED ACCORDING TO PILE LOG47701VS AS INCLUDED ON PLANS DEADAAN STYLE 77E 84CKS
1. 0 PVC PIPE DRAIN O 5' OC SHALL UTILIZE 3/4' HDG TREADED 77E 84CK RODS, TIED THROUGH PROPOSED WALERS AND PILES WITH OGEE WASHER AND NUT.
2 FOR TIEBACK 70 PROP. CONCRETE ABUTMENT, CONMC70R SHALL COORDINATE WITH NCWRC FOR INSTALLATION.
1. B4CKFILL BEHIND WALL WTIH 157 OR 167 STONE AS INDICATED IN DETAIL.
2 STONE 84CKRLL SHALL BE COMPLETELY WRAPPED /N GEOTEXTILE FILTER FABRIC WITH MIN. 8' OVERLAP.
J. GE07DMLE FILTER TER FABRIC StBE USFABR/C US315 OR APPROVED EOUAL
4. A I ' 0 PVC PIPE DRAIN SHALL BE PROVIDED O 5' OC AT 6' ABOVE THE MUOLINE OR MLWL (WHICHEVER IS HIGHER AT LOCATION).
VINYL SHEETPILE 5. ADDOTONAL 84CKRLL REQUIRED TO REESTABLISH FINAL GRADE AS INDICATED ON PLANS SHALL BE FREE DRAINING CLEAN, GRANULAR (SAND) AAMT AL.
SITE RESTORATION
1. EX67TNG BULKHEAD DEBRIS SHALL BE REMOVED FROM SITE AND LEGALLY DISPOSED OF.
2. DISTURBED GRASS AREAS SHALL BE GRADED, SEEDED, AND MULCHED TO ORIGINAL CONDITION.
2X6 CAP BOARD
TOW EL 5' (NAVD68)
8X8 WALER, TYP
3/8' 0 HOG CARRAGE BOLT, WITH HDG Hi
AND HDG FLAT 1
(FACE NUT AWAY fROM
0 TIMBER BOLT W/ OGEE WASHER It NUT
(FACE NUT AWAY FROM RAMP)
NTS
I
BULKHEAD / BREAKWATER
3/4' 0 77MBER BOLT W/ OGEE WASHER dr NUT
IDG LAG SCREW WITH HDG FLIT WASHER
WALER
USER PILE
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wrightsvilleboa.dwg
Surveyed: CRR
Designed: MN1
Drawn: MWL
Approved: MWL
Sheet No.
CD-8.0

1120- WOOD SCREWS
. (8' OC)
3/4' 0 HDG 77MIER BOLT
W/ OGEE WASHER AND NUT
MHW EL 1.4• (NAWM)
1 ' 0 PVC PIPE DR 1N
O 5' OC
MLW EL -2.6' (NAVL7i68)
2X6 CAP B04RD
7OW EL 5.0'
08 INNER WATER, TYP.
3/4' HDG 7HREADEO ,
MAX 77E MCK ROD y7�
(AE 70 AaMNCENT PILE) h �
FlL7ER FABRIC WRAP, M.
CON77NOYS POROUS STONE
crT�-f
IMElE1P PILE' - VINYL SHEETME
Mn S7EEMIE EX BULKHEAD TO REMAIN. CUT
OFF TOP OF WALL OR DRAIF
DOWN TO INSTALL 77E BOCK
1/CD-8.2
VINYL BULKHEAD PROFILE VIEW / (STA: 0+00 TO 0+92 S 1+05 to 1+89)
NTS
3/4- 0 HOG 77L
W/ OGEE WASHEI
MHW EL 1.4'
MLW EL —2.6'
2/C D-8.2
VINYL BULKHEAD
NTS
F"'�
EW / STA: 0+92 TO 1 +05
M WATER, TYR
PR. FLO47MG DOCK
— EX. BOAT RAMP
12' CUSS B RIP RAP INSTALLED TO AIM
(TO BE INSTALLED BY NCWRC)
i
REFER TO BULKHEAD / BREAKEWAIER NOTES SHEET CD-8.0
7MBER P2E
3/8' / MM UG SCREW WAIT HDG FUT W" n
3/4' 0 HDG RM ER BOLT
W/ OGEE WASHER AND NUT
FACE NUT AWAY FROM RAMP AND WATER
VINYL BULKH
NTS
8X8 I
SCO # 19-20128-01A -,
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812612022
Name:
wrightsviNe[we.dwg
veyed: CRR
signed: MWL
wn: MWL
waved: MWL
yet No.
CD-8.2