SW8980124_HISTORICAL FILE_20090313

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
El COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Cdeen H. Sullins
Governor Director
March 13, 2009
Mr. Lawrence A. Wilson, Jr.
Wilson Family Realty, LLC
Wilson's Restaurant
4925 New Centre Drive
Wilmington, NC 28403
Subject: Stormwater Permit No. SW8980124
Allefgh's Restaurant
New Hanover County
Dear Mr. Wilson:
Dee Freeman
Secretary
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8980124 to Wilson Family
Realty, LLC for a High Density pond to serve Alleigh's Restaurant on May 6, 199& This permit expired on May 6, 2008.
Section .1003(h) of 15 A NCAC 2H .1000 (the stormwater rules) requires that applications for permit renewals shall be
submitted 180 days prior to the expiration of a permit and must be accompanied by a processing fee, which is currently
set at $606.00. If this is still an active project please complete and subunit the enclosed renewal application In a timely
manner. If this project has not been constructed and a permit is no longer needed, please submit a request to have the
permit rescinded. If you have sold the project, or are no longer the permittee, please provide the name, mailing address
and phone number of the person or entity that is now responsible for this permit. Enclosed is a form for change of
ownership, which should be completed and submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted treatment units a
certification of completion be submitted to the Division from an appropriate designer for the system installed. This is to
certify that the permitted facility has been installed in accordance with the permit, the approved plans, specifications and
supporting documentation. Please Include a copy of the certification with your permit renewal request and processing fee.
Enclosed is a copy of a sample certification. Also enclosed is a new Operation and Maintenance agreement that should
be completed and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a stormwater treatment
facility without a valid permit, are violations of NC General Statute 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $10,000 per day.
If you have any questions, please feet free to contact David Cox at 910-7W7318.
Sincerely,
Georgette Scott, Stormwater Supervisor
Surface Water Protection Section
Wilmington Regional Office
Enclosures
cc: Wilmington Regional Office
127 Cafdinel Drive Extension, Whmington, NC 29405
PHONE: [phone]STAX: [phone]
An EqW OppWmgV AfrrmagA Adan Empbyer
a" NCarolina
Naturally

Michael F. Icaslcy, Governor
William G. Ross Jr., Secretary
North Carolina Dcparinrcrtl of-linviionmcnt and'haWral Resources
Coleen 11. Sullins Director
Division nl Walcr Oualu%
July 17, 2007
Mr. Lawrence A. Wilson, Jr.
Wilson Family Realty, LLC
P. 0. Box 1356
Wrightsville Beach, NC 28480
Subject:: Stormwater Permit No, SW8980124
Alleigh's Restaurant
New Hanover County
Dear Mr. Wilson:
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8980124
to Wilson Family Realty, LLC for a High Density pond to serve Alleigh's Restaurant on 51611998. This
permit will expire on 5/6/2008. Section .1003(h) of 15 A NCAC 2H .1000 (the stormwater rules)
requires that applications for permit renewals shall be submitted 180 days prior to the expiration of a
permit and must be accompanied by a processing fee, which is currently set at $420.00. If this is still an
active project please complete and submit the enclosed renewal application in a timely manner. If this
project has not been constructed and a permit is no longer needed, please submit a request to have the
permit rescinded. If you have sold the project, or are no longer the permittee, please provide the name,
mailing address and phone number of the person or entity that is now responsible for this permit.
Enclosed is a form for change of ownership, which should be completed and submitted if the property
has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility has been installed in accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee. Enclosed is a copy of a sample
certification. Also enclosed is a new Operation and Maintenance agreement that should be completed
and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day.
If you have any questions, please feel free to contact staff in the stormwater group at 910-796-7215.
Sincerely,
J.
Ed Beck, Regional Supervisor
Surface Water Protection Section
Wilmington Regional Office
Enclosures
cc: Wilmington Regional Office
We
Northcarohnn
✓11rrlrrrally
North C;uolina Division o1' water Quality 127 Cardinal Drivc Gstcnsion Wilminglorr, NC' 29405 Phone [phone] Cuswnrcr 5cwicc
%k9nringum Regional C)tficc ln%:rnvt', S%A%1%%.11c%%?A:tclnaIiIy, rig 14ix [phone] 1-877-623-67,18
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July 17, 2007
Mr. Lawrence A. Wilson, Jr.
Wilson Family Realty, LLC
P, O. Box 1356
Wrightsville Beach, NC 28480
Subject:: Stormwater Permit No. SW8980124
Alleigh's Restaurant
New Hanover County
Dear Mr. Wilson:
Michael P Easley, Governor
Williatn G, ]toss Sr., Secretary
North Carolina Dcparlmcnl of l:nvirumnent and Naltnritl Kesources
Colcen 11. Sullins Direcwr
Division of walcr Quiilily
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8980124
to Wilson Family Realty, LLC for a High Density pond to serve Alleigh's Restaurant on 51611998. This
permit will expire on 51612008. Section .1003(h) of 15 A NCAC 2H .1000 (the stormwater rules)
requires that applications for permit renewals shall be submitted 180 days prior to the expiration of a
permit and must be accompanied by a processing fee, which is currently set at $420.00. If this is still an
active project please complete and submit the enclosed renewal application in a timely manner. if this
project has not been constructed and a permit is no longer needed, please submit a request to have the
permit rescinded. If you have sold the project, or are no longer the permittee, please provide the name,
mailing address and phone number of the person or entity that is now responsible for this permit.
Enclosed is a form for change of ownership, which should be completed and submitted if the property
has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility has been installed in accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee. Enclosed is a copy of a sample
certification. Also enclosed is a new Operation and Maintenance agreement that should be completed
and submitted along with your renewal application_
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may resuit in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day.
If you have any questions, please feel free to contact staff in the stormwater group at 910-796-7215.
Sincerely,
Ed Beck, Regional Supervisor
Surface Water Protection Section
Wilmington Regional Office
Enclosures
cc: Wilmington Regional Office
i`UrthCarolin a
fhrrtrrrrr!!�
North Carolina Division of Water Qualil)' 127 Cardinal Drive Extension Wilminglon, NC 29405 Phone [phone] Customer scrvicc
WilmingionkegionalOfiice lntcrner: rvurv.ncsvalcrqualitv.org Fax [phone]
An Equal Opportunity/Affirmative Actlon Employer-- 50% Recycled110% Post Consumer Paper

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North Carolina Secretary of State
Page I of' I
North Carolina
Elaine F. Marshall DEPARTMENT
Secretary RETA RY oi= STATE
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Wilson Jr, Lawrence a
2212 Moreland Drive
Wilmington NC 28405
2212 Moreland Drive
Wilmington NC 28405
4925 New Centre Dr .
Wilmington NC 2B403
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North Carolina Secretary of State
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North Carolina
r
1 } = Elaine F. Marshall DEPARTMENT OF t I-IE
r � Secretary SECRETARY or bTATE
PQ Box 29522 Ralekgh, NC 27025-0- 22 {g191807-2000
CORPORATIONS
Corporations Horne
Search By Corporate Name
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Corporations FAQ
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Dissolution Reports
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Corporation Names
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NC Wilsons Where Food Legal
Meets Fun, LLC.
INC Alleigh's, LLC Prev Legal
Limited Liability Company Information
SOSID:
0429579
Status:
Current -Active
Date Formed:
(3112/1997
Citizenship:
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State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address
Registered Mailing Address:
Principal Office Address
Principal Mailing Address:
Wilson Jr, Lawrence a
4925 New Centre Dr
Wilmington NC 28403
4925 New Centre Dr
Wilmington NC 28403
4925 New Centre Drive
Wilmington NC 28403
4925 New Centre Dr
Wilmington NC 28403
For questions or comments about the Secretary of State's web site, please send a -mail to Webmaster.
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FF.B 13 I'll,
February 9, 2001
Rick Shiver
Supervisor
NCDENR
127 Cardinal Dr. Ext.,
Wilmington, N.C. 28405
Subject: Reply
Compliance Inspection
Alleigh's Restaurant
Stormwater Project o. SW*980124
New Hanover Coun
Dear Mr. Shiver:
Thank you for your letter dated January 11, 2000. Upon careful inspection of our detention pond, a
rag was found clogging the outlet orifices. I personally have removed the rag. During the time of the
construction of the Walmart project next door, we experienced on several occasions, our pond water flow
being blocked. On one occasion, I had to personally call Hank Miller of Miller building to get the pipe
which the pond water flowed through, unclogged, as it was dammed up to allow the underground piping to
be installed. We were within inches of the pond flowing out of it's banks. The pond is now back to a
compliance level. I will personally be doing weekly inspections of the pond, and will also have Retention
Pond Services, do a quarterly walk through with myself to ensure that proper maintenance and flow are in
compliance. If I can help you any further in this matter, please do not hesitate to contact me.
Sincerely,
Larry Wilson, Manager
Wilson Family Realty, LLC

January 11, 2001
CERTIFIED MAIL 97000 1670 0005 7382 3814
RETURN ia',cF1PT REQUESTED
Mr. Lawrence A. Wilson, Jr.
Wilson Family Rcalty, LLC
110 Box 1356
Wrightsville Beach, NC 28480
Subject: NOTICE OF VIOLATION
Alleigh's Restaurant
Stormwater Permit No. SW8 980124
New Hanover County
Dear Mr. Wilson:
On October 5, December 11, 2000 and January 10, 2001, Wilmington Regional Of -free personnel
performed Compliance Inspections of the project known as Alleigh's Restaurant, located at 4925 New Centre
Dr. on the corner of Sigman Road and New Centre Dr., Wilmington in New Hanover County, North Carolina.
The inspection was performed to determine the status of compliance with Stormwater Permit Number SW8
980124, issued to Wilson family Realty, LLC on May 6, 1998.
The project has been found in violation of Stormwater Permit Number 980124, Issued pursuant to the
requirements of 15A NCAC 211.1000. The violations found are:
On all three inspections a white rag was being used to clog the outlet orifice. It appears to
have been stuffed into the pipe from within the outlet structure in order to keep the water at
a higher elevation. Oil February 11, 2000, Ms. Linda Lewis, from this Office, wrote a
compliance inspection letter regarding the clogging of the outlet structure and the necessity
of proper maintenance. The response to this in letter, elated February 25, 2000, stated
that debris, a pinecone and plastic, had Clogged the outlet. In this case it appears that the outlet
was purposely clogged with a rag in order to maintain a higher level of water. This could he
considered a ►villfml acid intentional act.

jk
Mr. Wilson
October 10, 2000
Stormwater Permit No. SW8 980124
To correct these violations you must :
Provide a written "Plan of Action" which outlines the actions you will take to correct the
violation(s) and a time frame for completion of those actions, on or before February 11, 2000.
2. Provide all records of the required maintenance practices that were performed. on the site. A
permit re'quire171ew is to keel) such reCor(1S tivllh dales (md 1);1)es (ff maintenance ante pee f)177Yed
Failure to provide the "I"Ian of Action" by February 11, 2000, or to correct the violations by the date
designated in the "Plan of Action", are considered violations of 15A NCAC 21-I.1000, and may result in the
initiation of enforcement action which may include recommendations for the assessment of civil and criminal
penalties, pursuant to NCGS 143-215.6A.
By copy of this letter to the New Hanover County Building Inspector, this Office is requesting; that the
landing Inspector consider withholding; building permits and Certificates of Occupancy for this project until
this matter is satisfactorily resolved.
If you have any questions concerning this matter, please call Mr. Scott Vinson at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSSlsav: S:1WQS\S'I'ORMWATINOTICI?1980124.00'I'
cc: Tony Roberts, New Hanover County Building Inspections
Scott Vinson
Central Office

r
Great tooa tun & everything under the sun!
February 25, 2000
Linda Lewis
Environmental Engineer
NCDENR
127 Cardinal Dr. Ext.,
Wilmington, N.C. 28405
Subject: Reply
E C E I V E
MAR 0 8 2000
PRDJ # �a Z
Compliance Inspection
AIleigh's Restaurant
Stormwater Project No. SW*980124
New Hanover County
Dear Ms. Lewis:
Thank you for your letter dated February 11, 2000. Upon careful inspection of our detention pond, a
pinecone and a piece of plastic were found to be clogging the orifice. A picture of the pinecone, plastic,
and the new level of the pond are included for your inspection. The pond is now back to a compliance
level. If I can help you any further in this matter, please do not hesitate to contact me.
a -
Sincerely, �L
10
Larry Wilson, Manager
Wilson Family Realty, LLC
4925 New Centre Drive • Wilmington, NC 28403 • Phone: [phone]

State of North Carolina
i)epartment of Environment
f and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Division of Water Quality
February 11, 2000
Mr. Lawrence A. Wilson, Jr., Manager
Wilson Family Realty, LLC
PO Box 1356
Wrightsville Beach, NC 28480
NCDENH%
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND Ni6URAL RESOURCES
Subject: COMPLIANCE INSPECTION
AIleigh's Restaurant
Stormwater Project No. SW8 980124
New Hanover County
Dear Mr. Wilson:
Please find attached a copy of the completed form entitled "Stormwater Compliance Inspection Report".
The report summarizes the findings of a recent inspection of the project's stormwater controls conducted on
February 9, 2000, to determine compliance with Stormwater Permit Number SW8 980124 issued on May 6,1998.
A summary of the findings and comments are noted under Section 6 of the report. Please inform this
Office in writing before March 11, 2000 of the specific actions that will be undertaken and the time frame
required to correct the deficiencies. Failure to provide the requested information, when required, may initiate
enforcement action. If you have any questions please contact me at the Wilmington Regional Office, telephone
number [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATIINSPECT1980124.FEB
cc: Larry Sneeden, P.E.
Central Files
Linda Lewis
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

STORMWATER COMPLIANCE INSPECTION REPORT • I
1. Project Name: Alleigh's Restaurant
Project Number: SW8 980124 Control Measure: a wet detention pond
Water Body: Smith Creek Classification: "C Sw"
Directions to site, address: Corner of Sigman Road and New Centre Drive, Wilmington.
2. Inspection Date: February 9, 2000
Weather Conditions: Sunny & cold. Last rain event was January 31, 2000.
3. Compliance Issues:
a. The water level in the pond was still at the overflow elevation of 36.9, after 10 days without rain.
The required storage for the first inch of rain is not being provided.
4. Required Actions:
a. Please investigate and correct the cause of the high water level. The orifice could be clogged, or
the groundwater elevation could be above the permanent pool. You may need to raise the outlet
structure to provide the required storage.
Inspector: Linda Lewis v '
Water Quality/Wilmington Regional Office/[phone]
RSS/arl: S:IWQSISTORMWATIINSPECT1980124.FEB

Mar 23 '98 10:47
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Jmes B, Hunt, Governor Wayne McDevitt, Secretary
FAX COVER SHEET
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FAX FAX#: [phone]
RE11MRKS: i
127;'Cardlnal Drive Extension, Wilmington, N.C, 2840"845 Telephone (90) 39S-3900 Fax [phone]
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ANDREW & KUSKE CONSULTING ENGINEERS, INC.
Memorandum
To:
Linda Lewis
From:
Larry Sneeden
Date:
10/23/97
Re:
Detention Pond Bulkhead
Project: Alleigh's Restaurant
A&K # 97290
To confirm our telephone conversation this afternoon, a bulkhead or other hardened slope protection
is allowed above the state 1-inch storage pool level only. Below that level, the slopes must be 3:1 and
vegetated to normal pool, with the standard 6:1 vegetated shelf below normal pool.
We also discussed that it is acceptable to install a solid deck above the slope and pond if the deck
coverage was a minor part of the total pond surface area and slope. In this instance, the deck will be a
semi -circle 40 ft. wide with a 20 ft. overhang of the slope and pond. Coverage will be approximately
600 s.f. (4%) of the 14,000 s.f. pond area. The slope covered will be 40 ft. (6%) of the 620 ft. total
length.
Please notify me immediately if this information is not correct, as we are proceeding with design.
CC: Larry Wilson
Darryl Barker
902 MARKET STREET WILMINGTON, NORTH CAROLINA 28401-4733
910/343-9653 FAX [phone]

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
March 17, 1998
Mr. Larry Sneeden, P.E.
Andrew and Kuske
902 Market Street
Wilmington, NC 28401
1 0 •
NCDENF1
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Retaining Wall Pond Slopes for
Alleigh's Restaurant
Stormwater Project No. SW8 980124
New Hanover County
Dear Larry:
When we sat down to discuss the retaining walls for this project, it was in the context of a necessary
thing that this project needed in order to provide an over -water dining area. It was my understanding that
the retaining wall would comprise a very small percentage of the overall pond shoreline length. In order to
accomodate this unusual situation, I was then, and still am, willing to approve a small amount of retaining
wall where the dining floor of the restaurant extends over the pond.
Since you have deleted the dining area over the pond, the unusual situation has reverted to a normal
everyday detention pond project. A retaining wall is no longer needed, and not permittable under the
regulations. A retaining wall of the length and in the locations you proposed will also cause problems in
accessibility for maintenance. There are many factors which must be considered in pond design, aesthetics
being only a small one. The ability of the pond to function properly is our goal, and I believe excessive
lengths of retaining walls will interfere in that functioning.
If you have any other questions, please do not hesitate to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATILETTERS1980124.MAR
cc: Bradley Bennett
David Mayes, P.E.
Linda Lewis
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 'telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

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ANDREW & KUSKE CONSULTING ENGINEERS, INC.
RECEIVED MAR 1 9 1998
Memorandum
To: Linda Lewis Project: Alleigh's Restaurant
From: Larry Sneedenl f S.W. Projec # SW8 980I24
Date: 03/18/98 A&K # 97290
Re: Comment Letter of March 17, 1998
Attached for your review is a copy of a memo dated October 23, 1997, along with a
copy of the facsimile Transmission Report showing that it was sent to your office.
The purpose of that memo was to confirm our telephone conversation about
bulkhead restrictions around detention ponds.
The first paragraph clearly states my understanding that bulkheads were allowed
above the state storage level. I did not and do not recall any part of the conversation
limiting use of the bulkhead as long as the stated restrictions were met.
The second. paragraph discusses the acceptability of a solid deck above the pool
provided it was a minor part of the pond surface. 'hhis was a separate issue and was
discussed as such on the phone and confirmed by memo.
hi the third paragraph, I requested that you notify me if that information was not
correct. The reason I wrote that memo and asked for your response was to clarify
and confirm that conversation and avoid any disagreements on this issue in the
permit stage. I have no record in my files of any response and am frankly surprised
that this has become an issue again.
Paragraph .1008 (e) (7) of the state storrnwater regulations states that "The basin
side slopes for the storage volume above the permanent pool shall be stabilized
with vegetation down to the permanent pool level and shall be designed in
accordance with Paragraph (c) (2)". (boldface type added) This paragraph is
consistent with our conversation, the referenced memo, and the design as submitted
for your approval. I can find no other section of the regulations that is inconsistent
with or more restrictive than this requirement.
902 MARKET STREET WILMINGTON, NORTH CAROLINA 28401-4733
9101343-9653 FAX [phone]

March 18, 1998
My client and I have each invested a considerable amount of time and money
preparing the design before you. It is an integral part of the project, functionally and
aesthetically. We have been diligent in assuring that this design was consistent with
your regulations and was acceptable to your agency and to you. We respectfully
request that you approve this project as submitted.
CC: Larry Wilson
Daryl Barker

9�olz+
A&K #97290
ENGINEERING&FACILITIES APPLICATION FOR PERMIT FOR A
S-�S
Fy.6Y[l f0
LAND -DISTURBING ACTIVITY
File
�i
UNDER THE CONDITIONS SET FORTH BY
�Number
Fee Paid
THE NEW HANOVER COUNTY
Z
fQ�wooSx���
SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE
D to
Applicant_
Wilson Family_Realty, L.L.C. , ^^� Applicant's Agent:
None
Address:
P.O. Box 1356 Address:
Wrightsville Beach NC 28480
Telephone Number 910125Q-0092 Telephone Number:
Total Acres of Land Disturbance: 4.85 Purpose of Development: Restaurant
Location and Description of Land Disturbance:
SW intersection of New Centre Drive and Sigmon Road with clearing, grading and construction of restaurant,
STATEMENT OF FINANCIAL RESPONSIBILITY
Land owner(s) of Record Person or firm(s) financially responsible for the
land -disturbing activity. If not a North Carolina
resident you must have a N.C. agent (List Below)
Name: Wilson Family Realty, L.L.0 Name: Wilson Family Realt L.L.C.
Address: P.O. Box 1356 Address: P.O. Box 1356
VVrightsvilleWrightsville Beach. NC 28480
Telephone Number: 9101256-0097 Telephone Number: 910/256-0097
Location of deed(s) or instrument(s): County_ New :Hanover Book Page
The above information is true and correct to the best of my knowledge and belief and was provided by me while under oath.
(This form must be signed by the financially responsible person if an individual and by an officer, director, partner, attorney -in -
fact, or other person of authority to execute instruments for the financially responsible person if not an individual.) I agree to
provide corrected information should there be any change, in the information provided herein.
Date: _December 30, 1997 _ Name (Type or int) ` Lawrence A. Wilson, Jr.
Title: Manager _ Signature:
Susan B. Sheffield a Notary Public of the County of New Hanover state of North
Carolina, herebycertif Lawrence A. Wilson, Jr.
Y that _. _ . _ appeared personally before me this day and
being duly sworn acknowledged that the above form was executed by him.
SNE,��i
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Witness my hand and .notarial seal, this , 30th day of December 19 97
Notaryw^`'r j
My commission expires July 23, 2002

State of North Carolina
Department of Environment
`
and Natural Resources
0
Wilmington Regional Office
James B. Hunt, Jr., Governor
NCDENR
Wayne McDevitt, Secretary
Division of Water Quality
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 17, 1998
Mr. Larry Sneeden, P.E.
Andrew and Kuske
902 Market Street
Wilmington, NC 28401
Subject: Retaining Wall Pond Slopes for
Alleigh's Restaurant
Stormwater Project No. SW8 980124
New Hanover County
Dear Larry:
When we sat down to discuss the retaining walls for this project, it was in the context of a necessary
thing that this project needed in order to provide an over -water dining area. It was my understanding that
the retaining wall would comprise a very small percentage of the overall pond shoreline Iength. In order to
accomodate this unusual situation, I was then, and still am, willing to approve a small amount of retaining
wall where the dining floor of the restaurant extends over the pond.
Since you have deleted the dining area over the pond, the unusual situation has reverted to a normal
everyday detention pond project. A retaining wall is no longer needed, and not permittable under the
regulations. A retaining wall of the length and in the locations you proposed will also cause problems in
accessibility for maintenance. There are many factors which must be considered in pond design, aesthetics
being only a small one. The ability of the pond to function properly is our goal, and I believe excessive
lengths of retaining wails will interfere in that functioning.
If you have any other questions, please do not hesitate to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSSlarl: S:IWQSISTORMWATILETTERS1980124.MAR
cc: Bradley Bennett
David Mayes, P.E.
Linda Lewis
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

•1.
ANOREW & KUSKE CONSULTING ENGINEERS, INC.
Memorandum
To: LindaLewis
From: Lang 5needen,�- l
Date: 03/18/98 .
Re: Comment Fetter of March 17, 1998
project: Alleigh's Restaurant
S.W. Project # SW8 990124
A&K # 97290
Attached for yow review is a copy of a memo dated October 23, 1997, along with a
copy of the facsimile Transmission Report showing that it was sent to your office.
'i(`he purpose of that metro was to confirm our telephone conversation about
bulkhead restrictions arotmd detention ponds.
The first paragraph clearly states my understanding that bulkheads were allowed
above the state storage level. I dad riot and do not. recall any part of the conversation
limiting use of the bulkhead as long as the stated restrictions were met.
The second paragraph discusses the acceptability of a solid deck above.the pool
provided it was a xninor part of the pond surface. This was a separate issue and was
discussed as auch on the phone and confirmed by memo.
In the third paragraph, I requested that you notify me if that information was not
correct. The rcaSori I wrote that memo and asked for your response was to claary
and confirm that conversation And avoid anv disagreements on this issue in the
permit stage. I have no record in my files of any response and am frankly surprised
that this has became an issue again.
Paragraph .1009 (c) (7) of the state stormwater regulations states that "rhe basin
side slopes for the storage volume above the permanent pool shall be stabilized
with vegetation down to the permanent pool level and shall be designed in
accordance with Paragraph (c) (2)". (boldface type added) This paragraph is
6nsistent with our conversation, the referenced memo, and the design as submitted
for your approval, I can find no other section of the regulations that is inconsistent
with or more restrictive than this requiremeriL
902 MARKET STREET WILMINOTON, NORTH CAROLINA 28401r4133
9101343.om FAX [phone]

�?
r
March is, 7 498
My client and I liavc each invested a considerable amount of time and money
preparing the dcsign before you, It is aui integral part of the project, functionally and
aestheticalky. We have been diligent in assuring that this design 7Aw consistent'vith
Your regulatians and was acceptable to your agency and to you. We respectfully
request that you approve this project as submitted.
CC: Larry Wilson
Daryl Barkcr
2

ANDREW & KUSKE CONSULTING ENGINEERS, INC.
Memormidm
To:
Linda Lewis
From:
Larry Sneeden
pate:
l otIV97
Re:
Detention Pond Bulkhead
Pro]om Alleigh's Restaurant
A&K # 97290
To confirm our telephone conversation this afternoon, a bulkhead or other hardened slope protection
is allowed above the state I -inch storage pool level only. Below tlmt level, the slopes must be 3:1 and
vegetated to nonnat pact, with the standard 6.1 vegetated shelf below normal pool.
We also discussed that it is acceptable to install a solid deck above the slope and pond if the deck
coverage was a minor part of the total pond surface area and slope. In this instance, the deck will be a
semi -circle 40 h. wide with a 20 ft, overhang of the slope and pond. Covcrngc will be approximately
600 s.f. (4%) of the 14,000 s.F. pond area. The slope covered will be 40 Ft. (60/6) of the 620.ft, total
length.
Mew notify me immediately if this information is not correct, as we are proceeding with design
CC, Larry Wilson
Darryl Harker
902 MARKET STREET WILMINGTON, NORTH CAROLINA 28401-4733
9101343-9653 FAX §101343.9604

Andrew & Kuske MAR '1 0 1998
CONSULTING ENGINEERS, INC. 11M'V-
John R. Andrew, P, E.
J.A. Kuske, P.E,
J, Phillip Norris, P.E.
902 Market St. - Wilmington, North Carolina 28401-4733 - Telephone [phone] - Fax [phone]
March 9, 1998
Ms. Linda Lewis
NCDENR/Div. of Environmental Mgmt.
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Alleigh's RestauranCSW8
Stormwater Project80124
A & K Project No. 9
Dear Ms. Lewis:
Attached for your review are revised calculation pages 1 and 2. This information is
provided in response to your comments of March 4, 1998, to which we have the
following similarly numbered replies:
1 & 2. We may have a breakdown in communication as to what was previously being
asked and what is now proposed. It was my understanding that as long as the
bulkhead was above the 1 inch storage pool level, the state was not concerned
with it. I believe our design shows that the base of the bulkhead is 36.9, which is
the top of the storage pool. We elected not to have the pond extend below the
restaurant deck, and placed 37.0 spot elevations around the perimeter to denote
this. Instead of taking an inch, we chose to comply with the letter of your
regulations. Please notify me if we need to provide further detail or explanation
on this item.
3. Sigmon Road is presently a dirt road, owned and maintained by the state.
NCDOT has on again/off again plans to pave this road. The city has previously
require this road to be paved by the developers of the Gateway Business Park.
That project is on hold.
In the interim, the city has required that the Alleigh's developer construct the first
850 feet of this roadway, which is shown on our drawings for information. The
road is being designed and constructed as a separate project, and it is our intent
to submit to your office for approval under Section 21-11.1003(d)(3)(c), which
allows for permitting of public roads which minimizes built -upon surfaces and
imply best management practices. Although the right-of-way will be heavily

.y-
Ms. Linda Lewis
March 9, 1998
Page 2
built -upon, grassed ditches and swales will be utilized downstream. Those plans
and applications are forthcoming.
4, 5, & 6. Calculations have been revised.
Please contact me if any further information if required.
Sincerely,
ANDREW & KUSKE
CONSULTING ENGINEERS, INC.
C. Lawrence ZSneden, Jr., P. E.
CLSltsm
Enclosure
cc: Barker -Guidry Architects
Larry Wilson
972W9

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
March 4, 1998
Mr. Larry Sneeden, P.E.
Andrew and Kuske
902 Market Street
Wilmington, NC 28401
` s
NCDENR
NORTH CAROUNA DEPARTMENT OF
F_NVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980124
Alleigh's Restaurant
New Hanover County
Dear Mr. Sneeden:
The Wilmington Regional Office received a Stormwater Management Permit Application for Alleigh's
Restaurant on January 22, 1998. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
1. This appears to be a classic case of giving an inch and taking a mile. I know we discussed the
use of bulkheading for that portion of the pond affected by the restaurant poking out over the
water surface, but not for almost the entire pond. Please delete all of the bulkhead on the sides
and back of the pond. Only that small amount by the building may remain, as agreed upon.
2. Please relocate the reduced bulkhead so that it begins above the temporary design pool
elevation, ie., no part of the bulkhead can be in the water. I believe this was Also discussed.
3. It appears from the plans that Sigmon Road will be constructed as a part of this project, but
no offsite area has been accounted for. It also appears from the centerline elevations that the
road will puddle water at around Station 6+00. No drainage structures are noted for
collecting the runoff. If it is a part of your project, or if the runoff flows to the pond, you
must account for it.
4. Please seal the design calculations..
5. The orifice calculations indicate a 1.25" orifice for the 2 day drawdown, but I calculate
between 1.27" and 2.01 " as the range of orifice sizes. If you intend to provide a drawdown
closer to the 2 day rate, you need to check your calculation. I believe the error occurs where
you calculate the Area as equal to .092 square feet. I believe that should be .023. Revise plans
as necessary.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled110% post -consumer paper

Mr. Sneeden
March 4, 1998
Stormwater Project No. SW8 980124
6. The forebay sizing is based on 20% of the required volume, not the surface area. Please
recalculate.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to April 4, 1998, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
1G�
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:IWQSISTORMWATIADDINF01980124.MAR
CC' Linda Lewis
Central Files

ANDREW & KUSKE John R. Andrevj. y
CONSULTING ENGINEERS, INC. 7APR
CEIVEU J.A. Kuske, P.E.
902 Market Street 0 �� �� J. Phillip Norris, P.E.
Wilmington, NC 28401-4733 910 343-9653 1 FAX [phone]--=.
BY:
LETTER OF TRANSMITTAL
Date: Job No.
Li 4 -
To: S
Subject:
AJ
w ARE SENDING YOU VIA FAX TRANSMITTAL: NUMBER OF PAGES
ATTACHED ❑ UNDER SEPAR COVER INCLUDING THIS TRANSMITTAL
SHOP DRAWINGS ❑ PRINTS ❑ TRACINGS
❑ SPECIFICATIONS ❑ DISKS ❑ COPY OF LETTER
❑ Call 910-343-9653 if you have any difficulty
receiving this message.
COPIES DATE NO. DESCRIPTION
C3
LSREQU
ESTED ❑ FOR REVIEW AND COMMENT ❑ FOR APPROVAL
R USE ❑ FOR SIDS DUE ❑ YOUR PRINTS LOANED TO US
REMARKS:
CC
SIGNED
CON -ID_NTII L AND :)RIVILEGED Information contained in this document is privileged and confidential• intended for the sole use of the
adcressee a you a:e r.:: the acafessee or the person responsible for oeliverrng It to the addressee you are hereby notified that any
cppy,ny o' this Co:urnenl is slrr-tly 013hibrled If you have received this document in error please rmmedialOy
::ne a::Itss aS:.IYe

Andrew & Kuske
CONSULTING ENGINEERS, INC.
John R. Andrew, P.E.
J.A. Kuske, P.E.
J. Phillip Norris, P.E.
902 Market St. • Wilmington, North Carolina 28401-4733 • Telephone [phone] • Fox 910/343-9604
S-TOHMWATER
Janua 22 1998
NC DEHNR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Alleigh's Restaurant
New Hanover County
A&K Project No. 97290
Dear Ms. Lewis:
JAN 2 21998
Enclosed are three sets of plans for the subject project, calculations, the Division
of Water Quality stormwater management permit application and a $385.00
check for the processing fee.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
ANDREW & KUSKE
CONSULTING ENGINEERS, INC.
a - C" - 5-kz� IJY;Z�
C. Lawrence Sneeden, Jr., P.E.
CLS/sbs
enclosures
CC' Barker/Guidry Architects
97290SWL

o`a0F W A
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N
1" 1 01 M-
August 5, 2008
Mr. Lawrence A. Wilson, Jr.
Wilson Family Realty, LLC
Wilson's Restaurant
4925 New Centre Drive
Wilmington, NC 28403
Subject:: Stormwater Permit No. SW8980124
Alleigh's Restaurant
New Hanover County
Dear Mr. Wilson:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen Ii, Sullins Director
Division of Water Quality
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8980124
to Wilson Family Realty, LLC for a High Density pond to serve Alleigh's Restaurant on 51611998. This
permit expired on 51612008. Section .1003(h) of 15 A NCAC 2H .1000 (the stom7water rules) requires
that applications for permit renewals shall be submitted 180 days prior to the expiration of a permit and
must be accompanied by a processing fee, which is currently set at $505.00. If this is still an active
project please complete and submit the enclosed renewal application in a timely manner. If this project
has not been constructed and a permit is no longer needed, please submit a request to have the permit
rescinded. If you have sold the project, or are no longer the permittee, please provide the name, mailing
address and phone number of the person or entity that is now responsible for this permit. Enclosed is a
form for change of ownership, which should be completed and submitted if the property has changed
hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility has been installed in accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee. Enclosed is a copy of a sample
certification. Also enclosed is a new Operation and Maintenance agreement that should be completed
and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day.
If you have any questions, please feel free to contact staff in the stormwater group at 910-796-7215.
Sincerely,
RC,, Ed Beck, Regional Supervisor
Surface Water Protection Section
Wilmington Regional Office
Enclosures
cc: Wilmington Regional Office
No � hCarolina
NaturallY
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Internet: Fax [phone]