20030766 Ver 1_COMPLETE FILE_20030623

?0? W A TF9Q
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
September 12, 2005
Mr. David S. Rudolf
Rudolf Widenhouse and Fialko
312 West Franklin Street
Chapel Hill, NC 27516
Dear Mr. Rudolf;
RE: Request for information - Town of Wrightsville Beach project
DWQ # 03-0766
New Hanover County
In response to the subpoena in the case of State of North Carolina versus Trey
Rowan Jordan, I understand from discussions that Mr. Don Laton of the NC Attorney
General's staff have had with you that you need a copy of the Division's file for this
project. I have copied the entire file and included it attached to this letter. I hope this
addresses your request.
If you need additional information, please contact me at 733-9646.
Sincerely yours,'
J Dorney
Cc: File copy
Don Laton, NC Attorney General, Environmental Section
NOne Caropina
401 Oversight/Express Review Permits Unit aA a ly
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet: htty://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
401 Oversight/Express Review, Program Development and
Transportation Permitting Units
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #:
Fax #:
To: Compan : RC-F
Y
From:
Number of pa&sAcluding cover sheet:
Notes or special instructions:
919-733-1786
919-733-6893
Fax #: -- ??
Date: 7 16-

N
Division of Water Quality, Wetlands and Stormwater Branch
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: hn://h2o.enr.state.nc.us/ncwetlands
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An Equal Opportunity/Affirmative Action Employer - 50% Recycled/ 10% Post Consumer Paper
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STATE OF NORTH CAROLINA File No., 05-CRS-5746
NEW HANOVER
County
In The General Court Of Justice
? District 0 Superior Court Division
STATE OF NORTH CAROLINA Additional File Numbers
VERSUS
TREY ROWAN JORDAN
SUBPOENA
Duces Tecum G.S. 1A-1, Rule 45
Party Requesting Subpoena NOTE TO PARTIES NOT REPRESENTED BY COUNSEL: Subpoenas maybe produced at your request
State/Plaintiff Q Defendant but must be signed and issued by the office of the Clerk of Superior Court, or by a magistrate or judge.
Name Of Person Subpoenaed Alternate Address
TO John Dorney
c/o N.C. Division of Water Quality DWQ Project 03-0866
1650 Mail Service Center
Raleigh NC 27699-1650
Telephone No. Telephone No.
919-733-7015
YOU ARE COMMANDED TO: (check all that apply)
? appear and testify, in the above entitled action, before the court at the place, date and time indicated below.
appear and testify, in the above entitled action, at a deposition at the place, date and time indicated below.
produce and permit inspection and copying of the following items, at the place, date and time specified below.
[:] See attached list. (List here if space sufficient.)
All notes, memos, correspondence, email, or other documents, whether in electronic or printed form, that relate to Rhett
Taber's concerns or complaints about erosion on the beach property at Northrop Street, Wilmington, North Carolina.
In lieu of appearing in court, please provide all material to David S. Rudolf, Rudolf Widenhouse & Fialko, 312 West Franklin
Street, Chapel Hill, North Carolina, 27516 on or before September 12, 2005. If you need additional time in which to gather
the requested Information, please contact our office.
Name And Location Of Court/Place of Deposition/Place to Produce Date To Appear/Produce
New Hanover County Courthouse September 12, 2005
316 Princess Street Court Room #403
Wilmington NC 28401 Time ToAppear/Produce
10:00 MAM [3 PM
Name And Address Of Applicant or Applicant's Attorney Date
David S. Rudolf September 2, 2005
Rudolf Widenhouse & Fialko
312 West Franklin Street Signature
?
Chapel Hill NC 27516 11- I L?
Telephone Number ? Deputy CSC [3 Assistant CSC Clerk of Superior Court [3 Superior Court Judge
919-967-4900 E] Magistrate S Attorney/DA 0 District Court Judge
RETURN OF SERVICE
I certify this subpoena was received and served on the person subpoenaed as follows:
By [3 personal delivery.
registered or certified mail, receipt requested and attached.
telephone communication (For use only by the sheriff's office for witness subpoenaed to appear and testify.)
I was unable to serve this subpoena.
Service Fee [:1 Paid Date Served Signature of Authorized Server Title
$ [J Due
NOTE TO PERSON REQUESTING SUBPOENA: A copy of this subpoena must be delivered, mailed or faxed to the attorney for each party in
this case. If a party is not represented by an attorney, the copy must be mailed or delivered to the party. This does not apply in criminal cases.
AOC-G-100, Rev. 10/03
Copyright 2003 Administrative Office of the Courts (Please See Reverse Side)
NOTE: Rule 45, North Carolina Rules of Civil Procedure, Parts (c) and (d).
(c) Protection of Persons Subject to Subpoena
(1) Avoid undue burden or expense. - A party or an attorney responsible
for the issuance and service of a subpoena shall take reasonable steps to
avoid imposing an undue burden or expense on a person subject to the
subpoena. The court shall enforce this subdivision and impose upon the
party or attorney in violation of this requirement an appropriate sanction that
may include compensating the person unduly burdened for lost earnings
and for reasonable attorney's fees.
(2) For production of public records or hospital medical records. - Where
the subpoena commands any custodian of public records or any custodian
of hospital medical records as defined in G.S. 844.1, to appear for the sole
purpose of producing certain records in the custodian's custody, the
custodian subpoenaed may, in lieu of personal appearance, tender to the
court in which the action is pending by registered or certified mail or by
personal delivery, on or before the time specified in the subpoena, certified
copies of the records requested together with a copy of the subpoena and
an affidavit by the custodian testifying that the copies are true and correct
copies and that the records were made and kept in the regular course of
business, or if no such records are in the custodian's custody, an affidavit to
that effect. When the copies of records are personally delivered under this
subdivision, a receipt shall be obtained from the person receiving the
records. Any original or certified copy of records or an affidavit delivered
according to the provisions of this subdivision, unless otherwise
objectionable, shall be admissible in any action or proceeding without
further certification or authentication. Copies of hospital medical records
tendered under this subdivision shall not be open to inspection or copied by
any person, except to the parties to the case or proceedings and their
attorneys in depositions, until ordered published by the judge at the time of
the hearing or trial. Nothing contained herein shall be construed to waive
the physician-patient privilege or to require any privileged communication
under law to be disclosed.
(3) Written objection to subpoena. - Subject to subsection (d) of this rule,
a person commanded to appear at a deposition or to produce and permit
the inspection and copying of records may, within 10 days after service of
the subpoena or before the time specified for compliance if the time is less
than 10 days after service, serve upon the party or the attorney designated
in the subpoena written objection to the subpoena, setting forth the specific
grounds for the objection. The written objection shall comply with the
requirements of Rule 11. Each of the following grounds may be sufficient for
objecting to a subpoena:
an objection has been made except pursuant to an order of the court. If
objection is made, the party serving the subpoena may, upon notice to the
subpoenaed person, move at any time for an order to compel the
subpoenaed person's appearance at the deposition or the production of
the materials designated in the subpoena. The motion shall be filed in the
court in the county in which the deposition or production of materials is to
occur.
(5) Motion to quash or modify subpoena. - A person commanded to
appear at a trial, hearing, deposition, or to produce and permit the
inspection and copying of records, books, papers, documents, or other
tangible things, within 10 days after service of the subpoena or before the
time specked for compliance if the time is less than 10 days after service,
may file a motion to quash or modify the subpoena. The court shall quash
or modify the subpoena if the subpoenaed person demonstrates the
existence of any of the reasons set forth in subdivision (3) of this
subsection. The motion shall be filed in the court in the county in which the
trial, hearing, deposition, or production of materials is to occur.
(6) Order to compel; expenses to comply with subpoena. - When a court
enters an order compelling a deposition or the production of records,
books, papers, documents, or other tangible things, the order shall protect
any person who is not a party or an agent of a party from significant
expense resulting from complying with the subpoena. The court may order
that the person to whom the subpoena is addressed will be reasonably
compensated for the cost of producing the records, books, papers,
documents, or tangible things specified in the subpoena.
(7) Trade secrets, confidential information. - When a subpoena requires
disclosure of a trade secret or other confidential research, development, or
commercial information, a court may, to protect a person subject to or
affected by the subpoena, quash or modify the subpoena, or when the
party on whose behalf the subpoena is issued shows a substantial need
for the testimony or material that cannot otherwise be met without undue
hardship, the court may order a person to make an appearance or produce
the materials only on specified conditions stated in the order.
(8) Order to quash; expenses. - When a court enters an order quashing
or modifying the subpoena, the court may order the party on whose behalf
the subpoena is issued to pay all or part of the subpoenaed person's
reasonable expenses including attorney's fees.
(d) Duties in Responding To Subpoena
a. The subpoena fails to allow reasonable time for compliance.
b. The subpoena requires disclosure of privileged or other
protected matter and no exception or waiver applies to the
privilege or protection.
c. The subpoena subjects a person to an undue burden.
d. The subpoena is otherwise unreasonable or oppressive.
e. The subpoena is procedurally defective.
(4) Order of court required to override objection. - If objection is made
under subdivision (3) of this subsection, the parry serving the subpoena
shall not be entitled to compel the subpoenaed person's appearance at a
deposition or to inspect and copy materials to which
(1) Form of response. - A person responding to a subpoena to produce
documents shall produce them as they are kept in the usual course of
business or shall organize. and label the documents to correspond with the
categories in the request.
(2) Specificity of objection. - When information subject to a subpoena is
withheld on the objection that it is subject to protection as trial preparation
materials, or that it is otherwise privileged, the objection shall be made with
specificity and shall be supported by a description of the nature of the
communications, records, books, papers, documents, or other tangible
things not produced, sufficient for the requesting party to contest the
objection.
INFORMATION FOR WITNESS F
NOTE: If you have any questions about being subpoenaed as a witness, you should contact the person named on the other side of this
Subpoena in the box labeled "Name and Address Of Applicant or Applicant's Attorney".
DUTIES OF A WITNESS
41 Unless otherwise directed by the presiding judge, you must answer all
questions asked when you are on the stand giving testimony.
0 In answering questions, speak clearly and loudly enough to be heard.
0 Your answers to questions must be truthful.
40 If you are commanded to produce any items, you must bring them with
you to court or to the deposition.
0 You must continue to attend court until released by the court. You
must continue to attend a deposition until the deposition is completed.
BRIBING OR THREATENING A WITNESS
It is a violation of State law for anyone to attempt to bribe, threaten, harass,
or intimidate a witness. If anyone attempts to do any of these things
concerning your involvement as a witness in a case, you should promptly
report that to the district attorney or the presiding judge.
WITNESS FEE
A witness under subpoena and that appears in court to testify, is entitled to
a small daily fee, and to travel expense reimbursement, if it is necessary to
travel outside the county in order to testify. (The fee for an "expert witness"
will be set by the presiding judge.) After you have been discharged as a
witness, if you desire to collect the statutory fee, you should immediately
contact the Clerk's office and certify to your attendance as a witness so
that you will be paid any amount due to you.
AOC-G-100, Side Two, Rev. 10/03
Copyright 2003 Administrative Office of the Courts
RUDOLF • •
312 West Franklin Street e Chapel Hill, NC 27516
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John Dorney
c/o North Carolina Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650
Certified Mail - Return Receipt
2 L-7I1-1 1-9 1 -- a1 r$
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Town of Wrightsville Beac???????1R
DEPARTMENT OF PUBLIC WORKS AUG 2 2 7003
200 Wrightsville Beach, N.C. #ATERQUALITYSECVON
[phone] • FAX [phone]
Mr. John Dorney
N.C. Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650
August 20, 2003
Town of Wrightsville Beach, N.C. - Northrop Street Stormdrain - DWQ Project No. 03-0766
Over the course of several years, 3 projects have been requested for this area. Of the requests, only
one has been permitted and completed. The one completed was for the extension of the existing stormdrain
pipe to the existing concrete splash pad.
The other projects were related to resident requests that were either not allowed by the State of North
Carolina, or were impractical/infeasible.
1. Bury the stormdrain pipe - Impractical due to the dynamic nature of the sand in this area.
This project would have a high likelihood of pipe blockage by the shifting sands; this
blockage would, in turn, lead to upstream flooding and traffic hazards that do not now exist.
Any potential liability would be upon the Town as the responsible party for the change, thus
the Town Board of Alderman (BOA) is not in favor of this idea.
2. Extend the stormdrain pipe - Applied for permit. Permit denied by CAMA and USACOE for
issues relating to navigation.
3. Install mat to reduce erosion - Applied for permit. A letter received from N.C. Division of
Water Quality cites concerns with the project and lack of evidence of specific need. The
scope of the proposed project is not consistent with the area's use. The NCDWQ requests
specific - not anecdotal - evidence of erosion rates and an erosion map.
To date, the Town had made a large investment in time, money and resources at this specific
stormdrain to solve a problem that occurs at all stormdrains on the beach. When we have a heavy rainfall
and the tides are low, there is minimal erosion that occurs at the stormdrain outfall pipes. This is a natural
occurrence. After the storm event, the natural action of the tides and the dynamic nature of the wet sand
beach tend to fill in the areas that have been washed out. Ms Lutheran (DWQ) also noted in her site visit that
there was minimal erosion around the outlet of the pipe.
The Town of Wrightsville Beach does not have any concrete, non-anecdotal, information on the erosion rates
in this, or any other, areas. To develop such erosion rate data and erosion maps would represent a major
commitment of time and resources over several years in order to gain the data necessary to predict future
erosion patterns. Therefore no funding has been allocated in the FY03/04 budget and the BOA no longer
supports expending further funds for permits or modifications to the proposed project area.
Sincerely yours,
Michael F. Vukelich, Director
1!
1 L?F
s ?
DEPT. OF PUBLIC WORKS n
Z
N. C.
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 30, 2003
New Hanover County
DWQ Project No. 03-0766
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Town of Wrightsville Beach
C/o Mr. Thomas Ames
321 Causeway Drive
Wrightsville Beach, NC, 28480
Dear Mr. Ames:
On June 23, 2003, the NC Division of Water Quality received your application for a 401 Water Quality
Certification to install a synthetic mat in 0.01 acre of intertidal shallow bottom to create a drainage swale from
an existing stormwater pipe outfall and concrete splash pad to the normal low water line at the west end of
Northrop Street in Wrightsville Beach, New Hanover County. In accordance with 15A NCAC 2H .0506, a site
evaluation has been conducted by Ms. Noelle Lutheran of the DWQ Wilmington Regional Office. Based on
this review, we have determined that significant uses could be removed or degraded by this project.
Insufficient evidence is provided in your application to conclude that your project must be built as planned in
these non-vegetated wetlands. Therefore, unless modifications of the proposal are made, we will move toward
denial of the 401 Certification as required in 15A NCAC 2H .0507(e). Specifically, please investigate the
following so that we may further review your application for avoidance and minimization of impacts as required
in 15A NCAC 2H .0506(b):
1 Based upon the site visit, Ms. Lutheran concluded that there is minimal erosion around the outlet end of the
stormwater pipe. Please provide information demonstrating the purpose and need for the proposed work,
including data used to predict erosion rates at this location. We are concerned that the potential impacts
associated with the synthetic mat material, as outlined in the Division of Coastal Management's field
investigation report, especially including a concern regarding long-term maintenance for this material, will
outweigh the benefits of this constructed material in the intertidal area. You have not sufficiently
demonstrated that you have no practical alternative to the proposed action. Any documentation, including
maps of projected erosion areas and narrative that will help to describe design alternatives would be helpful
in the review of your application.
Until the information requested in this letter is provided, I will request (by copy of this letter) that the
Corps of Engineers place this project on hold. Also, this project will be placed on hold for our processing due
to incomplete information (15A NCAC 2H .0507(h)).
Thank you for your attention. If you have any questions, please contact Noelle Lutheran in our Wilmington
Regional Office at [phone] or Cyndi Karoly in Raleigh at [phone].
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (hlp://h2o.enr.state.nc.us/ncwetlands)
Customer Service #: 1-877-623-6748
w
JRDlcbk
cc: Corps of Engineers Raleigh Regulatory Field Office
Raleigh DWQ Regional Office
File Copy
Central Files
Thomas Ames, 200 Parmele Blvd., Wrightsville Beach, NC, 28480
030766
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Town of Wrightsville Beach County New Hanover
Project Number 03 0766 County2
Recvd From DCM Region Wilmington
Received Date 6/23/03 Recvd By Region
Project Type create drainage swell
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet NOT "MIN
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
LAMA (NTH O Y Q N F- l R-?7-?4-3 S 1 HQ??' 3?_f?4. 0.01 F-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss)
Longitude (ddmmss)
Comments:
Although General Water Quality Certification covers this activity this office objects to this project as
proposed.
cc: Regional Office
Central Office Page Number 1
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Michael F. Easley, Governor Donna D. Moffitt, Director William G. Ross Jr., Secretary
June 18, 2003
MEMORANDUM
TO: Mr. John R. Dorn Division of Water ualit 4 -9
FROM: Doug Huggett
Major Permits Processing Coordinator
SUBJECT: CAMA/DREDGE & FILL Permit Application Review
Applicant: Town of Wrightsville Beach
Project Location: Stormwater outlet pipe at the west end of Northrop Street, Wrightsville Beach
Proposed Project: To install a synthetic mat on the intertidal shallow bottom to create a drainage swell from
the existing stormwater pipe outfall and concrete splash pad to the normal low water line.
Please indicate below your agency's position or viewpoint on the proposed project and return this form by
July 11, 2003. If you have any questions regarding the proposed project, please contact E. F. Brooks at
910-395-3900. When appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are incorporated.
See attached.
This agency objects to the project for reasons described in the attached comments.
SIGNED DATE
127 Cardinal Drive Extension, Wilmington, North Carolina 28405-3845
Phone: [phone]\Fax: [phone] \ Internet: http://dcm2.enr.state.nc.us
An Equal Opportunity \ Affirmative Action Employer - 50% Recycled \10% Post Consumer Paper
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DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Town of Wrightsville Beach
2. LOCATION OF PROJECT SITE: Stormwater outlet pipe at the west end of Northrop Street,
adjacent to Banks Channel, on Wrightsville Beach.
Photo Index -2000: 24-306: M,N-17 1995:24-286: R,S-5 1989:5-176-28: 11,141
State Plane Coordinates - X: 2359409
3
4.
INVESTIGATION TYPE: CAMA/D&F
Y: 162152 Rover file: 0081319B
INVESTIGATIVE PROCEDURE: Dates of Site Visit - 8/13/02 6/17/03
Was Applicant Present - Yes No
5. PROCESSING PROCEDURE: Application Received - 6/16/03
Office - Wilmington
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Wrightsville Beach
Land Classification From LUP - Conservation
(B) AEC(s) Involved: EW, PT
(C) Water Dependent: No
(D) Intended Use: Local Government
(E) Wastewater Treatment: Existing - N/A
Planned - N/A
(F) Type of Structures: Existing - Bulkhead, access steps, stormwater outlet
Planned - Synthetic mat to reduce erosion related to the discharge from
the existing stormwater pipe.
(G) Estimated Annual Rate of Erosion: N/A
Source: N/A
7. HABITAT DESCRIPTION: [AREA]
TlT)L`T1!'?L`Tl L`TT T L?TI /ITTTTT

(A) Vegetated Wetlands
(B) Non-Vegetated Wetlands
Shallow bottom 448 sgft.
(C) Other -
(D) Total Area Disturbed: 448 sgft.
(E) Primary Nursery Area: No
(F) Water Classification: SA Open: No
8. PROJECT SUMMARY: The Town is requesting to install a synthetic mat on the intertidal shallow
bottom to create a drainage swell from the existing stormwater pipe outfall and concrete splash pad to
the normal low water line (NLW).
CI
Town of Wrightsville Beach
Page 2
9. PROJECT DESCRIPTION
The project is located at the southern end of the Town of Wrightsville Beach, at the end of Northrop Street.
The unimproved street right-of-way (25 ft. wide) ends at the estuarine shoreline, adjacent to Banks Channel.
The shoreline is stabilized by an existing wooden bulkhead and there is an existing set of steps to provide
public access to the estuarine shoreline. There is an existing stormwater pipe (18" dia.) outfall extending
through the bulkhead, approximately 15 feet to a concrete slash pad.
The Wrightsville Beach Land Use Plan classifies Banks Channel as Conservation, and the adjacent
highground in the project area as Developed. This part of Banks Channel is classified as SA, by the N.C.
Division of Water Quality. These waters are not designated as a Primary Nursery Area (PNA) by the N.C.
Division of Marine Fisheries, and they are CLOSED to the harvest of shellfish.
In 2002, the Town of Wrightsville Beach was unable to obtain a permit to extend the existing stormwater pipe
an additional 73 feet into Banks Channel. The Town has submitted this proposal as an alternative design to
address the erosion concerns of nearby property owners. The proposed project would consist of the
installation of a synthetic mat to create a drainage swell from the existing concrete splash pad to the normal
low water line (NLW). The product "Pyramat" is promoted as a high performance turf reinforcement mat
(manufacture information and sample enclosed). The matted swell would be approximately 56 feet long and 8
feet wide. The material would be attached to the existing concrete splash pad by treated boards, affixed to the
vertical edge of the concrete slab. The material would be secured to the sand surface on the intertidal
estuarine beach with aluminum sheath anchors (specification sheet enclosed). The anchors are driven into the
sand, expanded by back-pressure and then attached to secure the mat with stainless steel wire and plastic load
plates.
10. ANTICIPATED Il"ACTS
The installation of the proposed "Pyramat" synthetic mat would incorporate approximately 448 square feet of
intertidal shallow bottom. The material poses a potential hazard to wildlife, by both entrapment and ingestion.
The proposed synthetic mat may also create a safety hazard for users of the Town's estuarine access
facilities.
Submitted by: E.F. Brooks Date: 6/17/03 Office: Wilmington

Town of Wrightsville Beach
DEPARTMENT OF PUBLIC WORKS
200 Parmele Boulevard
Wrightsville Beach, N.C. 28480
[phone] • FAX [phone]
Project Narrative
The Town of Wrightsville Beach originally submitted an application to extend the
existing storm drainage pipe to the mean low water mark. The purpose of the original
application was to reduce the amount of scour in the area of the pipe. This application
was denied. After the denial, the Town met with residents and concerned citizens in the
area to explore options. Based upon the previous permit denial, it was felt that another
application to extend the pipe would also be denied. There were 3 remaining options, the
use of Pyramat (the core of this application), construction of a vertical (3') energy
dissipater, or do nothing. The consensus of the meeting was the installation of the
Pyramat. The Town met with the materials distributor and its engineer for the project to
determine the most effective installation method; that method is detailed in this
application.
El
Form DCM-MP-1
APR 0 7 2003
APPLICATION
(To be completed by all applicants)
b, ni or landmark
fW d htsville Beach
1. APPLICANT
a. Landowner: ' Street C. address or secondary road number
0 NorthroSf
Name Town of Wri htsville Beach
Address 329 Causeway Dr
City Wri htsville Beach State Nc',
Zip 28480 Day Phone [phone]
Fax [phone]
b. Authorized Agent:
Name Tfhomas Ames
Address 200 Parrnele.Blvd
City Wrightsville Beach state NC
zip 28480 Day Phone [phone]
Fax [phone]
c. Project name (if any)
Northrop Street stormdrain extension
NOTE: Permit will be issued in now of imidowmer(s), mWor
project rnma.
2. LOCATION OF PROPOSED
PROJECT
a. County `New Hanover
ReAmd 0319
d. Is proposed work within qjtv is or planning
jurisdiction? X> Yes No
e. Name of body of water nearest project (e. g. river
creek, sound, bay) n/a
3. DESCRIPTION AND PLANNED USE
OF PROPOSED PROJECT
a. List all development activities you propose (e.g.
building a home, motel, tsarina, bulkhead, pier, and
mcavation and/or Min activities.
Installation of synthetic mat to reduce the effects of
erosion related to stormwater discharge
b. Is the proposed activity mainterian P- of an existiln
project, new work, or both? Both
c. Will the r ie a public, private or commercial
use? Public
d. Give a brief description of purpose, use, methods of
construction and daily operations of proposed
project. If more space is needed, please attach
The mat would be attached to the existing splash
pad and anchored in place with suitable ground
anchors. The mat would be 8.5' wide and would
extend to mean low water. The sandy area would
be contoured as needed to direct the flows within
the area of the mat
APR p 7 203
D? ?1 MANAGEMENT
CpAgTA O
Form DCM-MP-1
4. LAND AND WATER
CHARACTERISTICS
a. Size of entire tract n/a
b. Size of individual lot(s) Street end 25' wide
c. Approximate elevation of tract above NUIW or
NWI- 6.71'msl
d. Soil type(s) and texture(s) of tract
sand
e. Vegetation on tract rass
f. Man-made features now on tract
Bamcade deck and access ste s 777
g. What is the CAMA Land Use Plan land
classification of the site? (Consrdt the local land use plan.)
Conservatio water Transitional
Developed Community
Rural Other
h. How il.; the tract zoned v locM vernment?
i. Is the pro sed roject t with the applicable
zoning? Yes "No
(Attach toning compliance certificate, if applicable)
Has a professional
done for the tract?
If yes, by whom?.
!!f logical ent been
Yes No
k. Is the project located in a National Registered
Historic District or does it involve a National
Reffis?r list ible property?
Yes Xx No
1. Are there well e site? Yes 0 No
Coastal (marsh Other
If yes, has a delineation been conducted? Na
(Anach doaanentaion, if available)
Revised 03/95
M. treatment facilities.
a
n.. Describe location and type of discharges to waters
of the state. (For example, surface runoff, sanitary
wastewater, industrial/commercial effluent, "wash
Sturniwatei i un-off from existing_NCDOT storm
drainage system;
o.
n/a
S. ADDITIONAL INFORMATION
In addition to the completed application form, the
following items must be submitted:
A copy of the deed (with state application only) or
other instrument under which the applicant claims title
to the affected properties. If the applicant is not
claiming to. be the owner of said property, then
forward a copy of the deed or other instrument under
which the owner claims title, plus written permission
from the owner to carry out the project.
• An accurate, dated work plat (including plan view
and cross-sectional drawings) drawn to scale in black
ink on an 8 1/2" by 11" white paper. (Refer to
Coastal Resources Commission Rule 7J.0203 for a
detailed description.)
Please note that original drawings are preferred and
only high quality copies will be accepted. Blue-line
prints or other larger plats are acceptable only if an
adequate number of quality copies are provided by
applicant. (Contact the U.S. Army Corps of
Engineers regarding that agency's use of larger
drawings.) A site or location map is a part of plat
requirements and it must be sufficiently detail to
guide agency pe fl
u
APR 0 7 2003
;I ?
Lhv DIVISION OF
COASTAL MANAGEMENT

Form DCM-MP-1
site. Include highway or secondary road (SR)
numbers, landmarks, and the like.
• A Stormwater Certification, if one is necessary.
• A list of the names and complete addresses of the
adjacent waterfront (riparian) landowners and
signed return receipts as proof that such owners
have received a copy of the application and plats
by certified mail. Such landowners must be advised
that they have 30 days in which to submit comments
on the proposed project to the Division of Coastal
Management. Upon signing this form, the applicant
further certifies that such notice has been provided.
Name Jimmy Dew
Address 407 Riverbend Dr, Advance, NC 27006
Phone [phone]
Name Thomas L Read
Address PO Box 1089, Charleston, SC 29402
Phone
Name
Address
Phone
• A list of previous state or federal permits issued for
work on the project tract. Include permit numbers,
permittee, and issuing dates.
• A check for $250 made payable to the Department of
Environment, Health, and Natural Resources
(DEHNR) to cover the costs of processing the
application.
• A signed AEC hazard notice for projects in
oceanfront and inlet areas.
• A statement of compliance with the N.C.
Environmental Policy Ad (N.C.G.S. 113A - 1 to
10) If the project involves the expenditure of public
funds or use of public land's, attach a statement
documenting compliance with the North Carolina
Environmental Policy Act.
Re-Awd 03/46
6. CERTIFICATION AND PERMISSION
TO ENTER ON LAND
I understand that any permit issued in response to this
application will allow only the development described in
the application. The project will be subject to conditions
and restrictions contained in the permit.
I certify that to the best of my knowledge, the proposed
activity complies with the State of North Carolina's
approved Coastal Management Program and will be
conducted in a manner consistent with such program.
I certify that I am authorized to grant, and do in fact,
grant permission to representatives of state and federal
review agencies to enter on the aforementioned lands in
connection with evaluating information related to this
permit application and follow-up monitoring of the
project.
I further certify that the information provided in this
application is truthful to the best of my knowledge.
This is th4th ay o April , 2003
Print Name
Signature
Landowner or Antlwrszed Agent
Please indicate attachments pertaining to your proposed
project.
DCM MP -2
DCM MP-3
Q DCM MP-4
_ DCM MP-5
_ DCM MP-6
Excavation and Fill Information
Upland Development
Structures Information
Bridges and Culverts
Marina Development
NOTE. Please sign and date each attachment in the
space provided at the bottom of each form.
ECEITE
D
APR 0 7 2003
DIVISION OF
COASTAL MANAGEMENT

Form DCM-MP4
STRUCTURES
(Construction within Public Trust Areas)
Attach this form to Joint Application for CAMA Major
Permit, Form DCM-MP-1. Be sure to complete all
other sections of the Joint Application which relate to
this proposed project.
a. Dock(s) and/or Pier(s) n/a
(1) _ Commercial -Community _ Private
(2) Number
(3) Length
(4) Width
(5) Finger Piers Yes No
(i) Number
(ii) Length
(iii) Width
(6) Platform(s) Yes No
(i) Number
(ii) Length
(iii) Width
(7) Number of slips proposed
(8) Proximity of structure to adjacent riparian
property lines
(9) Width of water body
(10) Water depth at waterward end of pier at
MLW or NWL
b. Boathouse (including covered lifts)
(1) Commercial Private
(2) Length
(3) Width
C.
Groin (e.g. wood, sheetpile, etc.)
(1) Number
(2) Length(s)
Breakwater (e.g. wood, sheetpile, etc.) n/a
(1) Length
(2) Average distance from MHW, NWL or
wetlands
(3) Maximum distance beyond
wetlands
Revised 03/95
MHW, NWL or
e. Mooring buoys n1a --?
(1) _ Commercial -Community _ Private
(2) Number
(3) Description of buoy
(Color, inscription, size, anchor, etc.)
(4) Width of water body
(5) Distance buoy(s) to be placed beyond
shoreline
f. Mooring structure (boatlift, mooring pilings, etc.) Fn-/a
(1) - Commercial ^Community _ Private
(2) Number
(3) Length
(4) Width
vulci
'Install flexible synthetic soil stabilization mat to be
anchored at the discharge end of the Northrop
Street stormdrain.
Applicant or Pro Name
i
signal e
Date
D
APR 0 7 2003
DIVISION OF
COASTAL MANAGEMENT
1
'i 76
I Northrop St,
Wrightsville Beach, NC, 28480
A r! a r? r r c
c e a n
OEV's
APR 0 7 2003
DIVISION OF
COASTAL MANAGEMENT

KY Bluefield ' .Oa?tok
80 a 'e -oh Virginia rset
q _ Beach
-t7 w STATES'
,. r
TENNESSEE J :- ............ ....Chesapeake
jKKnpmnlle,1^Nnston-Salem Greensboro
" t ocky mount
Athens Ash s (Ti2T
L1 A Greenville
H CAR
Charlo e r ?. Kinston
13,
U12envple_
? ( Spartan k rg. FaY. evil) Northrop St
? 'i 1?d Beach, NC, 28480
19th hs o reewov?"_f? kirence
Colu is y s
Myrtle Beach
It t J a n t r C
Macon CARDE44A Georgetown
O C e a n
abins ',. Charleston
GEORGIA
Hinesvilie
Albny o f Savannah
D.. r
qW1 ultrie ??
Valdosta txHrunsmcd,
D 3
APR 0 ? 200
p1V 1 MONK GEMENj
CO p,STA`
??
PYRAMAT contour detail
NTS
Existing public access
Existing pipe supports
Existing 18" CMP
/approximate length of P1'RAMAT
Approximate distance to mean low water
Town of Wrightsville Beach; Northrop St storm"n project
04/04/2003; drawn by tames; scale 1'=10'
0
O
eff.
a
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Z0 o
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Thomas L Read
Property Owner
900 Schloss St
Prop
2x6 Batten board
Top is 1" below existing concrete pad
Pyramat -
Existing splash pad
Attachment detail NTS
Existing stairs
Existing Public Access
Existing 18" CMP New high performance TRM Pyromat material (sand color)
installed 1" to 2" below sand level to mean low water level .
mat to be anchored with stainless stell anchors per manufacturer's
specifications
Existing 5' 6" x 5' 6" Concrete splash pad
6" thick
High Water level
on Bulkhead
Prop
Jimmy A Dew
Property Owner
320 Water St
Existing Pipe Supports
Edge of Riparian Corridor

Town of Wrightsville Beach; Northrop St stormdrain project
06/16/2003; drawn by tames; scale 1"=10'
ate distance to mean low water
To Wrightsville
Pier Headline
To Wrightsville
Pier Headline
N
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COASTAL MANAGEMEN
?J
}oafo.id uio.ipw-jo}s }aaj}S do.iy}.JoN `.y06a8 allins1146i.JM 10 unnol

Hi
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f
er
g
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Turn Reinforcement Mo;i,
® Tiro top performing turf reittfarcomcnt
mat in the industry, ten times
stronger than tradttienat TRMs
l? Three-dimensional woven geoteacti :.`;•'•?.;, ?: •:: }.
dosigned to withttttnd prolonged
expowre to inhospitable ctimotes
Heavyweight ultraviolet
monofilarnent yarns assure lang.l;fe s a?
mom
¦ Available in colors
Designed for the rrrost demanding slope
and stonr, water cnanrtal applications,
Pyrarnof HI'IRM has a pat$rjfed thtag-
dirW'iarral Woven 0-Nextile construction fhol
provides slopes and charnels wits long-term
strength, dimansionof stabiiiiy, durablity,
and func"nonol longavily not ovcsilobla in
oher pwmanent or daprbrlable erosion
cant-al soiutirns.

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aPl1 u I zoos
In this IFA! Wematia;ral A_^hi?verreZ±
Award--winning highway prole d,
cast cflacFivaaitemctnro to hcrPd vramut p DIVISION OF
a armoradASTAL MANAGEMENT
APR-04-2003 03:29PM TEL.}910397e210 I©3PUB..IC woRKS PAGE,.002 R=99%
;; l

t rn'Tl 71?' soil slope Prosetion
t ?' r Vox
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Performance Tur= ,., z:t ,
{ ine pee&n:ortea of Pyrumai
i has bean G)(tenSjvgfy
eyaiuatad of several
indapendeat;?;rJrctufic
testing laboratories and field,
4nstallations. ay", ' "nng
vegataterd and non-vegetated
Pvrarnotto non-reinforced
vegetation and bore soil, tfress
studies 3dantify performance
guidelines irom instoflation to
a moture vegatated conditjon.
When vegstaw, ? "Ornat will resist
flow veicc16- of t ;p to 7.6 m/sec
(25 ft/sec) and shear strW.ses up to
528 N/m2 ? l /#}=';.
?+r?+`i?g 5peciE'ications
SEClSi38 rk ! ? d54i 3,2JLW,3G 161 A 7.
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LSD-Yt3
3,1€70?2,3)GCDIbfTf d5,23e?
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234 mx r"7 t m ?7t m£
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'
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r15Hvtt? 377: D?airt i2.7.
-My 1STM D-11 77 Rox $
Mms Per Lk-A firm AW D5621 3d "44 475 sine
Ground W6 t'rnjecfl?
CMt Fm x tv'*4 7 7S
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' S3aahkrm31r1F*7 t»?,T a,n fist 3
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UWNekw 20 t;•xc &I0m s 3Gftje 3:9m/za
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a rev 33im= ? 1.3d NIt7,t
www,{ixsoil.com

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D
APR 0 7 2003 i DIVISION OF
COASTAL MANAGEMEI
APR-04-2003 03:29PM FE09203970210 IMPUBLIC WORKS r

E'?GpLAT%P?l?
SURFACE EROSION GEOTEXTILE ANCHORING
PROJECT SPECIFicATIoNr Provide surface
erosion
prcter-iorto a steep slope tend ^revers= localized
bulging. A ncmincl load of ?5KN for each anchor point WANJ
was required to Loin -he high performance turf ter.
reinforcement matting (NI'-TRM)
PROIDUCTS: Aluminium allay Stealth anchors with
stainless steel / plastic accessories were installed Icy
hanc and used to secure the HP TRNj.
SlainlKs steal
*Ire tafr?an
Reunri pigstic Gonna( ?"°°"
!rand pinta +rudpsgrgp Aluatinium af2oy sreatxta on,iter
LAI?
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SECURE PLATE AGAINST THE HIGH ` l;0L0CIIING
PERFORMANCE MATTING

40

INSTAILED PLATIPUS
ANCHORSYMA',
0"TAPUS AA1tCA10-V5 ,E#MVFA2,*, 17034 E- w Cwr A,,a , fwkmr, ;nfraado fi0?34, vsk
Pb0rQ#0x hU frea: 656 PLATYPUS (732 8478)
W'eb; WwWP!C#0Vs-vnchors.rom l: Mpj infe??p7clFPvs an:hors.ram
f'peHam N...}rags ra„aed h a to xtgsd?aa f pmry
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0 7 2003 l
URISION OF
COASTAL MANAGEMEI

LF INSTALLATION ?.?
ROD REMOVAL
Xt?a at f= rernovQs Is DP%cnc:)

?"PLdT/PUS - ---
ENGINIEERINGSYSTEM

=EYEYEttSIQN typical on, 20n90 Producttuda Blaterials Aluminum is on ideal rptateric! combining
corrosion resista
d
_
0 - 550 lbs
5021
A= Aluminum Allots nce an
considerable strength
for use in most soil conditions.
N= Nord Anodized
_ 320 - 2200 Ihs $04E A= Aluminum Allan + , t
H=Hard Ano,ized Hord. anodizin
is
"
t
g
or
ex
ension of normal
---}
I I00 - 5500 lbs
506E A= Aluminum Alloy anodizing using special techniques to provide on
H= Hard Anodised even thicker anodic coating with on even greater
A- Aluminum Of me abrasion and corrosio
i
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stance.

C ;
2200 - 8800 165 I A= Aluminum Allots
H= Nerd Anod'rsed
C= Casa SG Iron Spheroidal gmphite iron is a highly ductile farm
11= Aluminum Bronze of cost iron suitable for hat di
alvanizi
1 h

T=i:-LOC VERSION
'typical Load Runge
Produti Cods
Alaterials p g
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cost iron and zinc ;ocrt;ng odes o very durable
solution for medium t
l
o
ong term corrosion

440D -12000 lbs
5101 C= Casa So Iron resistanm
B= Aluminum Bronze
r
Aluminum bronze is used where there is a
I=740f 1 RSlON
Typical load Range
Product Code
matert h requirement for long term applications and/or
highly corrosive environments
In sorne

4400 -13200 lbs

004T
Iran
C=
Cast S Ir .
cases
aluminum bronze is used in short terra
=
D Aluminum
Bronze
applications where the ground is extremely hard
and high porter installation equipment is
6600.22000 Is BQbT C= Cost SG iron required.
s
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VE
03
OF
DEMENT
APR-04-2003 03: 29Ptl , r 391[43970210 IMPUBLIC WORKS PAGE: 004 R=96%
P&ATi,PUS AMCHDRS MMITED, I?M Bust CarrAvanue, Pod w, Cc iarod- 60734, USA.
Web; ww»:ploPfp{sSKSrtc€rcts.corn E4tiaii7: lrrfo(4piOtiptl.NDndnD+s.com
F3 *r AfWh=Lkabedba 141
rbC ttevd rompony
• Complete. items 1, 2, and 3. Also complete A. Signs re
item 4 if Restricted Delivery is desired.'.
X ? Agent
¦ Print your name and address on the rem Addresse
so that we can return the card'to you. B. Received by (Printed Name) C? iver
¦ Attach this card to the back of the mailpiece,
, e 00 L&
or on the front if space permits. V
D. Is delivery address d it ? Yes C7
1. Article Addressed to: If YES, enter delivery add below: ' CPO No

Town of Wrightsville Beach sAS 0$??'t?
321 Causeway Drive
Wrightsville Beach
NC 28480 3. Type
,
03-0766 -New Hanover certified Mali ?_?press Mail
r
? Registered
Return Receipt for Merchandis
--- -- -- - ? Insured Mail - ? C.O:D.
4. Restricted Delivery? (Extra Fee) ? Yes
t. Article Number
(lrans/er fiomssens 7 0 01 114 0 0002 3 715 016 7
-?-?-?
'S? rtn....5 j ;August 2U g1 1 4; i 4 i € Domestic Return Receipt 102595
UNITED STATES POSTAL,SER loom,
?jlL(F iFSt• lY"^^?
aPpstage?& Fees-Raid
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