SW8020212_COMPLIANCE_20060606

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW �(U01UG�Ie�i
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

�0F W AT 699
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0 Y
June 6, 2006
CERTIFIED MAIL #7005 1820 0007 9587 8355
RETURN RECEIPT REQUESTED
Mr. Kirk Andrews
Azalea Trace, LLC
3129 Braemer Lane
Wilmington, NC 28409
Subject: Notice of Violation
Azalea Trace Subdivision
Stormwater Project No. SW8 020212
New Hanover County
Dear Mr. Andrews:
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
On October 27, 2005, the Division sent you a Notice of Violation via certified mail, #7005 0390
0001 3200 6936, regarding the incomplete recorded deed restrictions for the subject project.
The letter was returned as unclaimed on November 18, 2005, because you had moved and
failed to notify the Division of your new mailing address. The Notice was remailed on
December 6, 2005, via certified mail #7005 0390 0001 3200 7070, to your new address.
Your consultant, James Fentress, P.E., of Stroud Engineering,' submitted a letter dated
November 29, 2005. This letter indicated that the required deed restrictions had been
recorded. We agreed that some deed restrictions were recorded however, there were several
statements contained in the permit that were not placed into the recorded deed restrictions.
The Division requested that the restrictions be amended to include the missing statements,
and that the required Designer's Certification be submitted. Mr. Fentress' November 29, 2005,
letter indicated that the Designer's Certification would be forthcoming within the "next few
weeks". To date, none of the required documentation for this project has been submitted, and
the project remains in violation.
Additionally, the statement regarding the borrowing of built -upon area between lots must be
amended to indicate that the Division of Water Quality must approve this transaction. The
Division has developed language specific to BUA transfers which the parties involved must
record, and a copy of the recorded documents must be submitted to the Division in order to
keep track of how much BUA each lot has.
The Division again requests that you develop and record an amendment to the covenants,
which includes the statements, word for word, as listed in Section 11.13 of the July 9, 2002,
permit, and which provides for the amended language regarding the borrowing of built -upon
area, and submit a copy of the recorded document to the Division. Please also have your
consultant prepare and submit the required Designer's Certification.
Non(h Caroli na
,lVaturally
North Carolina Division or Water Quality 127 Cardinal Drive Extension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office IntemeL %vww.ncwaterquality.org Fax [phone]
An Equal Opportunity/Affirmafive Action Employer — 50% Recycledf10% Post Consumer Paper

Mr. Andrews
June 6, 2006
Stormwater Permit No. SW8 020212
By copy of this letter to the New Hanover County Building Inspections
department, this Office is requesting that they consider withholding the
certificates of occupancy for all lots within the subdivision until such time as this
violation has been cleared.
Please provide the requested amendment to the deed restrictions prior to July 6,
2006. If you have any questions, please do not hesitate to call me at (910) 796-
7335.
Sincerely
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENBlarl: S:1WQSISTORMWATERINOTICE1020212.jun06
cc: James Fentress, P.E., Stroud Engineering
Linda Lewis

It Michael F. Easley, Governor
�pF W A TF9p
p G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W, Klimek, P.E. Director
Division of VVater Quality
December 6, 2005
CERTIFIED MAIL #7005 0390 0001 3200 7070
RETURN RECEIPT REQUESTED
Mr. Kirk Andrews
Azalea Trace, LLC
c/o 3129 Braemer Lane
Wilmington, NC 28409
Subject: Notice of Violation
Azalea Trace Subdivision
Stormwater Project No. SW8 020212
New Hanover County
Dear Mr. Andrews:
On October 27, 2005, the Division sent you a Notice of Violation via certified mail, #7005 0390
0001 3200 6936, for the subject project, to the address listed on the permit. The letter was
returned as unclaimed on November 18, 2005. This letter is being sent to a different address in
order to obtain verification that you have received the Notice, original attached. Your
consultant, James Fentress with Stroud Engineering, has already responded with a letter on
November 29, 2005. Please be reminded that you are required to notify the Division of name,
ownership and mailing address changes within 30 days.
Mr. Fentress' letter indicates that the required deed restrictions have been recorded. We agree
that some deed restrictions were recorded however, there are several statements contained in
the permit that are NOT in the recorded deed restrictions. As is indicated in the attached
October 27, 2005, Notice, the Division had already downloaded a copy of those covenants and
the missing statements were listed in that letter. The fact that a smaller BUA per lot was
recorded is not a violation, but the restrictions must be amended to include the missing
statements, as taken from the July 9, 2002, permit.
Additionally, the statement regarding the borrowing of built -upon area between lots must be
amended to say that the Division of Water Quality must approve this transaction. The Division
has developed language specific to BUA transfers which each party must record, and a copy
of those recorded documents must be submitted to the Division in order to keep track of how
much BUA each lot has.
Please develop and record an amendment to the covenants, which includes the statements,
word for word, as listed in Section 11.13 of the July 9, 2002, permit, and submit a copy of the
recorded document to the Division. It is the Division's understanding from Mr, Fentress'
November 29, 2005, letter that the Engineer's Cetification is forthcoming within the next few
weeks
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service1-77-623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.stale.nc.us NQrthCa<'o/t/ina
An Equal Opportunity/Afrmalive Action Employer — 50% Recycled110% Post Consumer Paper-Nar�tur,711Y

. .l
Mr. Andrews
December 6, 2005
Stormwater Permit No. SV18 020212
Please provide the requested amendment to the deed restrictions prior to
January 6, 2006. If you have any questions, please do not hesitate to call me at
[phone].
Sincerely,
Linda Lewis
Environmental Engineer II
ENBlarl: S:1WQSISTORMWATER1NOTICE1020212.dec05
cc: James Fentress, P.E., Stroud Engineering
Linda Lewis
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�OF W A TF9p Michael F. Easley, Governor
O G William G. Ross, Jr., Secretary
CO r7
7 North Carolina Department of Environment and Natural Resources
0 Alan W. Klimek, P.E. Director
Division of Water Quality
December 6, 2005
CERTIFIED MAIL. #7005 0390 0001 3200 7070
RETURN RECEIPT REQUESTED
Mr. Kirk Andrews
Azalea Trace, LLC
c/o 3129 Braemer Lane
Wilmington, NC 28409
Subject: Notice of Violation
Azalea Trace Subdivision
Stormwater Project No. SW8 020212
New Hanover County
Dear Mr. Andrews:
On October 27, 2005, the Division sent you a Notice of Violation via certified mail, #7005 0390
0001 3200 6936, for the subject project, to the address listed on the permit. The letter was
returned as unclaimed on November 18, 2005. This letter is being sent to a different address in
order to obtain verification that you have received the Notice, original attached. Your
consultant, James Fentress with Stroud Engineering, has already responded with a letter on
November 29, 2005. Please be reminded that you are required to notify the Division of name,
ownership and mailing address changes within 30 days.
Mr. Fentress' letter indicates that the required deed restrictions have been recorded. We agree
that some deed restrictions were recorded however, there are several statements contained in
the permit that are NOT in the recorded deed restrictions. As is indicated in the attached
October 27, 2005, Notice, the Division had already downloaded a copy of those covenants and
the missing statements were listed in that letter. The fact that a smaller BUA per lot was
recorded is not a violation, but the restrictions must be amended to include the missing
statements, as taken from the July 9, 2002, permit.
Additionally, the statement regarding the borrowing of built -upon area between lots must be
amended to say that the Division of Water Quality must approve this transaction. The Division
has developed language specific to BUA transfers which each party must record, and a copy
of those recorded documents must be submitted to the Division in order to keep track of how
much BUA each lot has.
Please develop and record an amendment to the covenants, which includes the statements,
word for word, as listed in Section 11.13 of the July 9, 2002, permit, and submit a copy of the
recorded document to the Division. It is the Division's understanding from Mr. Fentress'
November 29, 2005, letter that the Engineer's Cetification is forthcoming within the next few
weeks
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer SeMcel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] . lnternel: h2o.enr.state.nc.us One
NorthCarolina
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper ,1Vah1,rf11!1

Mr. Andrews
December 6, 2005
Stormwater Permit No. SW8 020212
Please provide the requested amendment to the deed restrictions prior to
January 6, 2006. If you have any questions, please do not hesitate to call me at
[phone].
Sincerely, 1-2
G�
Linda Lewis
Environmental Engineer II
ENBlarl: S:IWQSISTORMWATERINOTICE1020212.dec05
cc: James Fentress, P.E., Stroud Engineering
Linda Lewis

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�oF WATF9p Michael F. Easley, Governor
O G William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
'< Alan W. Klimek, P.E. Director
Division of Water Quality
October 27, 2005
CERTIFIED MAIL #7005 0390 0001 3200 6936
RETURN RECEIPT REQUESTED
Mr. Kirk Andrews
Azalea Trace, LLC
315 Friday Drive
Wilmington, NC 28411
Subject: NOTICE OF VIOLATION
Azalea Trace
Stormwater Permit No. SW8 020212
New Hanover County
Dear Mr. Andrews:
On October 24, 2005, Wilmington Regional Office personnel performed a Compliance
Inspection of the subject project, located at Sunglow Drive and North Kerr Avenue in
Wilmington, New Hanover County, North Carolina. The inspection was performed to
determine the status of compliance with Stormwater Permit Number SW8 020212, issued to
you on July 9, 2002.
The project has been found in violation of Stormwater Permit Number SW8 020212 , issued
pursuant to the requirements of 15A NCAC 2H.1000. The violations found are:
1. Section 11.13 - Failure to record the deed restrictions as shown in the permit:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 020212, as issued by the Division
of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
c. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina, Division of Water
Quality.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone (91C 796.7215 Customer Servicel-877-623-8748 One
Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us NorthCarolina
An Equal Opportunity/Affirmative Action Employer— 50% Recycied110% Post Consumer Paper ,Xaturdly

October 27, 2005
Azalea Trace
Stormwater Permit No. SW8 020212
The maximum built -upon area per lot is 3,500 ft2. This allotted amount
includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be
accomplished through any or all of the following: providing roof drain
gutters which drain to the street; grading the lot to drain toward the street;
or grading perimeter swales and directing them into the pond or street.
Lots that naturally drain into the system are not required to provide these
additional measures.
2. Section 11.9 - failure to provide the required Designer's Certification, which
documents that the permitted facility has been built in accordance with the
permit.
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 November 27, 2005.
2. Submit an amendment to revise the language in the deed restrictions to that
shown in the permit. All of the required statements were provided in the
proposed deed restrictions document that was submitted with the application
in February of 2002, but somehow,'those statements did not make it into the
final recorded document, which the Division downloaded from the County's 2
real property website. Additionally, the BUA per lot was recorded as 2,800 ft
while the permit was issued for 3,500 ft2 per lot. While recording a lower BUA
than was permitted is not a violation, I do want to bring the discrepancy to your
attention prior to the turnover to the HOA.
3. Submit the required Designer's Certification. Your association manager, Nick
Joseph, indicated that he had a copy of the certification dated 2002, but the
Division does not have record of receiving it.
The Division has been made aware that it is your intent to transfer this permit to the
homeowners in the near future. Please contact Linda Lewis at her number listed at the
end of this letter to set up a date for an inspection of the facilities to be performed prior
to the HOA accepting the permit. Any deficiencies will need to be addressed prior to the
Division's approval of the transfer. You are the permittee of record until such time as the
Division approves the transfer.
Failure to provide the "Plan of Action" by November 27, 2005, or to correct the violations
by the date designated in the "Plan of Action", are considered violations of 15A NCAC
2H.1000, and may result in the initiation of enforcement action which may include
recommendations for the assessment of civil penalties, pursuant to NCGS 143-215.6A.
Page 2 of 5

October 27, 2005
Azalea Trace
Stormwater Permit No. SW8 020212
By copy of this letter to the New Hanover County Building Inspector, this Office is
requesting that the Building 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 Linda Lewis at (910) 796-
7404.
Sincerely,
Edward' Beek
Regional Supervisor
Surface Water Protection Section
ENB1arl-- 3:1WQSISTQRMWATINOTICE1020212.oct05
cc: Jimmy Fentress, Stroud Engineering
Tony Roberts, New Hanover County Building Inspections
Linda Lewis
Central Office
Page 3 of 5

October 27, 2005
Azalea Trace
Stormwater Permit No. SW8 020212
New Hanover County Page 1 of 2
Designer's Certification
1, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically 1 weekly 1
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
Required Items to be checked for this certification to be considered complete are on
page 2 of this form.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 4 of 5

October 27, 2005
Azalea Trace
Stormwater Permit No. SW8 020212
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
10. The permitted amounts of surface area and/or volume have been
provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, f
and a forebay.
14. The dimensions of the system, as shown on the approved plans, are
provided.
CC' NCDENR-DWQ
Tony Roberts, New Hanover County Building Inspections
Page 5 of 5

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Label/Receipt Number: 7005 0390 0001 3200 6936
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28411
• Notice Left, October 28, 2005, 4:15 pm, WILMINGTON, NC 28411
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11 /17/2005

r : • ' W A rF9 Michael F. Easley, Governor
O� pG William G. Ross, Jr., Secretary
c North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality
October 27, 2005
CERTIFIED MAIL #7005 0390 0001 3200 6936
RETURN RECEIPT REQUESTED
Mr. Kirk Andrews
Azalea Trace, LLC
315 Friday Drive
Wilmington, NC 28411
Subject: NOTICE OF VIOLATION
Azalea Trace
Stormwater Permit No. SW8 020212
New Hanover County
Dear Mr. Andrews:
On October 24, 2005; Wilmington Regional Office personnel performed a Compliance
Inspection of the subject project, located at Sunglow Drive and North Kerr Avenue in
Wilmington, New Hanover County, North Carolina. The inspection was performed to
determine the status of compliance with Stormwater Permit Number SW8 020212, issued to
you on July 9, 2002. -
The project has been found in violation of Stormwater Permit Number SW8.020212 , issued
pursuant to the requirements of 15A NCAC 2H.1000. The violations found are:
1. Section 11.13 - Failure to record the deed restrictions as shown in the permit:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 020212, as issued by the Division
of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
c. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the State of North Carolina, Division of Water
Quality.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division of Water Quality.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer service1-877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us i iorthCaroilna
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper Naturally

October 27, 2005
Azalea Trace
Stormwater Permit No. SW8 020212
The maximum built -upon area per lot is 3,500 ftZ. This allotted amount
includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line
and the edge of the pavement. Built upon area includes, but is not limited
to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the
water surface of swimming pools.
g. All runoff on the lot must drain into the permitted system. This may be
accomplished through any or all of the following: providing roof drain
gutters which drain to the street; grading the lot to drain toward the street;
or grading perimeter swales and directing them into the pond or street.
Lots that naturally drain into the system are not required to provide these
additional measures.
2. Section 11.9 - failure to provide the required Designers Certification, which
documents that the permitted facility has been built in accordance with the
permit.
To correct these violations you must:
1. 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 November 27, 2005.
2. Submit an amendment to revise the language in the deed restrictions to that
shown in the permit. All of the required statements were provided in the
proposed deed restrictions document that was submitted with the application
in February of 2002, but somehow, those statements did not make it into the
final recorded document, which the Division downloaded from the County's
real property website. Additionally, the BUA per lot was recorded as 2,800 ft2
while the permit was issued for 3,500 ft2 per lot. While recording a lower BUA
than was permitted is not a violation, I do want to bring the discrepancy to your
attention prior to the turnover to the HOA.
3. Submit the required Designer's Certification. Your association manager, Nick
Joseph, indicated that he had a copy of the certification dated 2002, but the
Division does not have record of receiving it.
The Division has been made aware that it is your intent to transfer this permit to the
homeowners in the near future. Please contact Linda Lewis at her number listed at the
end of this letter to set up a date for an inspection of the facilities to be performed prior
to the HOA accepting the permit. Any deficiencies will need to be addressed prior to the
Division's approval of the transfer. You are the permittee of record until such time as the
Division approves the transfer.
Failure to provide the "Plan of Action" by November 27, 2005, or to correct the violations
by the date designated in the "Plan of Action", are considered violations of 15A NCAC
2H.1000, and may result in the initiation of enforcement action which may include
recommendations for the assessment of civil penalties, pursuant to NCGS 143-215.6A.
Page 2of5

v
October 27, 2005
Azalea Trace
Stormwater Permit No. SW8 020212
By copy of this letter to the New Hanover County Building Inspector, this Office is
requesting that the Building 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 Linda Lewis at (910) 796-
7404.
Sinter Iy,
E;dQ' r beck
Regional Supervisor
Surface Water Protection Section
ENBlarl: S:IWQSISTORMWATINOTICE1020212.oct05
cc: Jimmy Fentress, Stroud Engineering
Tony Roberts, New Hanover County Building Inspections
Linda Lewis
Central Office
Page 3 of 5

ti
October 27, 2005
Azalea Trace
Stormwater Permit No. SW8 020212
New Hanover County
Designer's Certification
Page 1 of 2
I, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically 1 weekly 1
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
Required Items to be checked for this certification to be considered complete are on
page 2 of this form.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 4 of 5

October 27, 2005
Azalea Trace
Stormwater Permit No. SW8 020212
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
S. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
10. The permitted amounts of surface area and/or volume have been
provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
14. The dimensions of the system, as shown on the approved plans, are
provided.
CC' NCDENR-DWQ
Tony Roberts, New Hanover County Building Inspections
Page 5 of 5

+ of W A TF9
� r
0 `C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
RE POSPECTI0)) NOTICE
March 4, 2004
CERTIFIED MAIL #7002-1000-0005-2390-8634
RETURN RECEIPT REQUESTED
Mr. Kirk Andrews, Partner
Azalea Trace, LLC
315 Friday Drive
Wilmington, NC 28411
NOTICE OF INSPECTION:
Azalea Trace
Stormwater Project No. SW8 020212
New Hanover County
Dear Mr. Andrews:
Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
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 March 3, 2004 to determine compliance with
Stormwater Permit Number SW8 020212 issued on July 9, 2002.
A summary of the findings and comments are noted under Section 4 of the report.
Please inform this Office in writing before April 4, 2004 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,
15, //. 3,4,
Gary Beecher
Environmental Technician
RSSlghb: S:IWQSISTORMWATIINSPECT1020212.Jan04
cc: Wilmington Regional Office
Gary Beecher
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service _
Wilmington Regional office Wilmington, NC 28405 [phone] Fax [phone] t`+1CL nrx-

STORMWATER COMPLIANCE INSPECTION REPORT
Project Name: Azalea Trace
Project Number: 020212
Water Body: Smith Creek
Directions to site
2. Inspection Date
Weather Conditions
3. Compliance Issues:
North Kerr Avenue
Control Measure
Classification
January 15, 20041 March 3, 2004
Warm and Dry
Wet Pond
"C Sw"
Y N
❑ ❑ The drainage area (including offsite) and built -upon area to the permitted
system are per the approved plan. No unpermitted offsite drainage enters
the system.
❑ ❑ All the built -upon area associated with the project is graded such that the
runoff drains to the system.
❑ ❑ For ponds/infiltration, the outlet/bypass structure relative elevations are
per the approved plan. (Must be verified via as -built survey if in question).
❑ ❑ The inlets and outlet structure are located per the approved plans and do
not cause short-circuiting.
❑ ❑ A trash rack is provided over the outlet weir and orifice.
❑ ❑ All slopes are grassed with permanent vegetation and are not eroding.
❑ ❑ Vegetated slopes are no steeper than 3:1.
❑ ❑ The approximate amount of permitted surface area has been provided.
(Must be verified via as -built survey or designer's certification.)
❑ ❑ Required drawdown devices are correctly sized per the approved plans.
All required design depths are provided.
❑ ❑ All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
❑ ❑ The designer's certification has been submitted.
❑ ❑ The required deed restrictions are correctly recorded and submitted.
❑ ❑ The number of lots or outparcels is per the permitted amount.
❑ ❑ The built -upon area on the lots or outparcels does not appear to exceed
the maximum amount (must be verified via as -built survey if in question)
❑ ❑ Curb outlet swales are constructed, located properly, are 100' long and
have dense vegetated cover.
❑ ❑ The road, cul-de-sac, parking lot and sidewalk widths are per the
approved plan.
❑ Required maintenance is being performed.
❑ Outparcels have their own offsite permit.
❑ ❑ For low density projects, roadside swales are 3:1, vegetated and stable.
❑ ❑ For low density projects, there are no unpermitted pipes on the project.

4. Required Actions: (Explain each deficiency and what needs to be done to bring
the system back into compliance)
(a) A silt fence must be placed in the Northwest corner of the site (where the new
construction is occurring). Every time it rains in this corner, a large amount of
sediment leaves the site and travels into the surrounding wetlands.
(b) The pond looks great, the fallen tree has been removed and the pond slope is
covered with thick grass.
Inspector: Gary Beecher
Water Quality/Wilmington Regional Office/[phone] Ext 222
RSS/ghb: S:1WQSISTORMWAniNSPECT1020212.Jan04

pF W A7Fq Michael F. Easley, Governor
Q William G. Ross Jr., Secretary
9 North Carolina Department of Environment and Natural Resources
00
7 Alan W. Klimek, P.E.,Director
p Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
January 20, 2004
Mr. Kirk Andrews, Partner
Azalea Trace, LLC
315 Friday Drive
Wilmington, NC 28411
NOTICE OF INSPECTION:
Azalea Trace
Stormwater Project No. SW8 020212
New Hanover County
Dear Mr. Andrews:
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 January 15, 2004 to determine compliance
with Stormwater Permit Number SW8 020212 issued on July 9, 2002.
A summary of the findings and comments are noted under Section 4 of the report.
Please inform this Office in writing before February 20, 2004 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,
Gary Beecher
Environmental Technician
RSSlghb: S:IWQSISTORMWATIINSPECT1020212.Jan04
CC" Wilmington Regional Office
Gary Beecher
N. C. Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
[phone] Customer Service
[phone] Fax [phone]
bINY
dVCUEt��i

r
STORMWATER COMPLIANCE INSPECTION REPORT
1. Project Name: Azalea Trace
Project Number: 020212 Control Measure: Wet Pond
Water Body: Smith Creek Classification: "C Sw"
Directions to site: North Kerr Avenue
2. Inspection Date: January 15, 2004
Weather Conditions: Warm and Dry
3. Compliance Issues:
Y N
❑ ❑ The drainage area (including offsite) and built -upon area to the permitted
system are per the approved plan. No unpermitted offsite drainage enters
the system.
❑ ❑ All the built -upon area associated with the project is graded such that the
runoff drains to the system.
❑ ❑ For ponds/infiltration, the outletlbypass structure relative elevations are
per the approved plan. (Must be verified via as -built survey if in question).
❑ ❑ The inlets and outlet structure are located per the approved plans and do
not cause short-circuiting.
❑ ❑ A'trash rack is provided over the outlet weir and orifice.
❑ ❑ All, slopes are grassed with permanent vegetation and are not eroding.
❑ ❑ Vegetated slopes are no steeper than 3:1.
❑ ❑ The approximate amount of permitted surface area has been provided.
(Must be verified via as -built survey or designer's certification.)
❑ ❑ Required drawdown devices are correctly sized per the approved plans.
All required design depths are provided.
❑ ❑ All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
❑ ❑ The designer's certification has been submitted.
❑ ❑ The required deed restrictions are correctly recorded and submitted.
❑ ❑ The number of lots or outparcels is per the permitted amount.
❑ ❑ The built -upon area on the lots or outparcels does not appear to exceed
the maximum amount (must be verified via as -built survey if in question)
❑ ❑ Curb outlet swales are constructed, located properly, are 100' long and
have dense vegetated cover.
❑ ❑ The road, cul-de-sac, parking lot and sidewalk widths are per the
approved plan.
❑ Required maintenance is being performed.
❑ Outparcels have their own offsite permit.
❑ ❑ For low density projects, roadside swales are 3:1, vegetated and stable.
❑ ❑ For low density projects, there are no unpermitted pipes on the project.

4. Required Actions: (Explain each deficiency and what needs to be done to bring
the system back into compliance)
(a) There is a fallen tree lying on the west slope of the detention pond. This needs
to be removed ASAP.
(b) Some of the silt fences around the construction site need to be re -installed or
fixed.
(c) Overall the pond looks pretty good, the sides of the pond are nicely grassed
and the pond seems to be working very well.
Inspector: Gary Beecher
Water Quality/Wilmington Regional Off ice/[phone] Ext 222
RSS/ghb: S:IWQSISTORMWATIINSPECT1020212.Jan04

DETENTION POND ANALYSIS
FILE NAME: G:IDATAIWPDATAIWQSIPOND1020212.WK1
PROJECT #: SW8 020212 REVIEWER: L. Lewis
PROJECT NAME:
Azalea Trace
DATE:
09-Jul-02
Receiving Stream:
Smith Creek
Class:
C Sw
Drainage Basin:
Cape Fear
Index No.
18-74-63
Site Area
20.70
acres
Drainage Area
9.016� OE3 ;
square feet
Area in Acre:
20.70
IMPERVIOUS AREAS
Rational C
Building
258118.00
square feet
62 lots @3500
+ 11 condos @3738
Parking & Streets
169036.00
square feet
Sidewalks
26838.00
square feet
Other (Pool?)
1261.00
square feet
square feet
square feet
TOTAL 45523 flD „ square feet
Rational Cc #VALUE!
SURFACE AREA CALCULATION
% IMPERVIOUS
50.49%
SAIDA Ratio
i ; 1.92%
Des. Depth
7
Req. SA
17352
sf
TSS:
90
Prov. SA
sf
VOLUME CALCULATION * place a "T' in the box if Rational is used
Req. Volume 379Q; cf
Vol. Prov, at DP8087.::i cf
FOREBAY
Perm. Pool Volume=
50032
Req. Forebay Volume=
10006.4
Provided Volume=
10993.00
Percent=
Elevation Area
Inc. Vol. Acc. Vol.
26.00 19986.00
18687.50 18687.50
27.00 22651,00
21318.50 40006.00
ORIFICE CALCULATION
Avg. Head =
0.90
ft Q2 Area =
6:90
my
Flow Q2, cfs
0.219
cfs Q5 Area =
2:76
my
Flow Q5, cfs
0.088
cfs Orifice Area
4.91
my
No. of Orifices
:<.>:.>:::::
Q=
0:156
cfs
Diameter, inches
I.2 5(3.i
or weir H x W ' in
x
in
-Drawdown days
COMMENTS
Surface Area , Volume and Orifice are within Design Guideline

NCDENR
STORMWATER
MANAGEMENT PLAN
AZALEA
TRACE
Fl--�'BRUARY 11, 2002
RI�V.IS I��.D
APRIL 11, 2002
OWNI�IZ: AZALF�A `I'RAC�, I'-I:,C
317 I'RIDAY DRIVE
WJI MINGTON, NC 28411
(910) 233 - 0003
RECEIVED
APR 2 2 2002
DWQ
PRoa # 5 Gu3 o zo z 12
STROUD ENGINEERING, P.A.
102 SUITE D CINE..NLA DRIVE
WILMING-TON, N.C. 28403
[phone]
�esslo � y
:a
SEAL
c� 20643 `
�. . NGlN� •` g
.,�� Sti •. TPA
BEN
File f\master\pw-i38\denrco�er.al�c3

NARRATIVE
Project Description
The purpose of this development is to allow for the clearing and grading of the property for
the proposed single and multifamily residential subdivision.. The site is 20.7 acres located in the
City of Wilmington, just south of the intersection of North Kerr Avenue and Martin Luther King,
Jr. Parkway. Approximately 17.1 acres will be disturbed during the construction period with 0.72
acres of wetlands slated for protection. Stormwater fron the project will be collected in one of (24)
catch basins and (7) drop inlets on the property.. Water will be conveyed to a detention pond for
treatment and release at a drawdown rate to be between 2 and 5 days.
Site Description
The site has a sloped topography with 10 feet of relief from north to south. Stormwater from
the site will flow overland with sediment control provided by silt fence. The three areas of wetlands
will be protected by a line of silt 1-ence along the perimeter. A sediment trap will be placed in the
existing ditch to protect against off site transport of sediment. Waters from the site drain to Smith
Creek, stream class C-SW.
Ad*aeent Properties
Land use in the vicinity is zoned R-10. TIic property has been rezoned to R-7(SD). Land
to the north and west is undeveloped. Areas to the south and east are single-family residences.
Soils
The soil, as found in the SCS Soil Survey of New Hanover County, is Lynn Haven, Seagate
and Leon. The property is considered to be poorly drained with permeability rates 2.0 to 20
inches/hour. The high water table is less than ]'feet. below the surface for Lynn Haven and Leon
areas and 1.5' - 2.5' below the surface for Seagate.
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NCDENR STORMWATER CALCULATIONS
PROJECT:
PROJECT #:
DATE:
TOTAL AREA (AC) = I20.7
PROPOSED IMPERV AREA (AC)= 10.45
% IMPER AREA = 0.505
PROPOSED PERVIOUS AREA (AC)= 10.25
AZALEA TRACE
P W-318
02/11 /02
% PERVIOUS = 0.495
STATE REQUIRED STORAGE FOR 1ST 1.0 IN OF RAINFALL
RUNOFF = 0.05 + 0.009 X %IMPERV =
RUNOFF = 0.504407713 ,{
REQUIRED VOLUME = 1.0 IN X RUNOFF X AREA X 43560 SFIAC112 IN/W41
VOLUME (CF) W 37902
STATE REQUIRED SURFACE AREA
90 % TSS REMOVAL
7FT DEEP POND, 50.5% IMPERVIOUS
SAIDA 1,925
SURFACE AREA (SF) =SAIDA X AREA X 43560/100 117358
POND DIMESIONS AND VOLUMES
ELEV.
SA FOREBAY
VOL FOREBAY SA POND VOL POND
SUM VOL
(FT)
(SF)
(CF)
(SF) ` (CF) �
(CF)
18
0
1874
19
16
0
2559
2216.5
2216.5
20
203
109.5` 3563
3061
5387
21
562
382.5
4657
4110
9879.5
22
1440
1001
5860
5258.5
16139
23
2478
1959
7220
6540
24638
24
3595
3036.5
8688
7954
35628.5
25
5791
4693
11598
10143
50464.5
11181,5
39283
50464.5
POND VOLUMES ABOVE PERMANENT
POOL
ELEV,
SA POND
VOL POND
SUM-VOL
(FT)
(SF)
(CF)
(CF)
25
17389
0
26
19986
18687.5
18687.5
27
22651
21318.5
40006
28
25380
24015.5
64021.5
29
28166
26773
-90794.5
30
31009
29587.5
120382
STATE REQUIRED STORAGE (CF) = 37902
ADDITIONAL HEIGHT FOR STATE STORAGE (FT) = 1.91
STATE STORAGE ELEVATION (FT) = 26.91

STROUD ENGINEERING, P.A.
107 B Commerce Street
GREENVILLE, NORTH CAROLINA 27858
[phone]
I
JOB _
SHEET NO. ��killfAf f!
CALCULATE ,, -�•
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PROJECT: AZALEA TRACE
PROJECT #: PW-318
DATE: 02/ 11 /02
DRAWDOWN TIME (2-5 DAY)
TOTAL STORAGE (CF) = 37902
2 DAY FLOW (CFS) 37902/(2 X 24 X 60 X 60) 0.219338542
5 DAY FLOW (CFS) = 37902(5 X 24 X 60 X 60) = 0A87735417
0=AXCd(2XGXH)".5 A=AREA
Cd = ORIFICE COEFF. = 0.6
G = GRAVITY = 32.2 F/SEC12
H=HEIGHT(FT)=1.91 ,
2 DAY AREA
A = QI(Cd(2 X G X H)".5 (SF) 0.046585307
5 DAY AREA
A = QI(Cd(2 X G X H)^.5 (SF) 0,018634123
DRAWDOWN ORIFICE TO BE 2.5 INCHES IN DIAMETER
DRAWDOWN RATE(CFS) = 0.160418028
DRAWDOWN TIME (DAY) 2.73
DIAMETER (IN) = 2.92
DIAMETER (IN) = 1.848847

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:-:PROJECT:
•:.PRbjECT It:
: .,DATE:
ENERGY DISSIPATER SIZING
APRON Ill
AZALEA TRACE
.PW-318
2/6102
OUTFALL PIPE DIAMETER = 30" = 2.5'
FROM 10 YR PIPE DESIGN SHEET, VELOCITY m 5.28'.FPS
ZONE 2 CLASS B APRON MATERIAL
LENGTH = 4 X DIAMETER = 4 X 2 T= 10'". a
WI DTH = 3 X DIAM ETE R = 3 X 2.5' = 7.5'
OUTFALL APRON TO BE 7.5'WIDE X 10' LONG x 12" THICK
APRON#2
OUTFALL PIPE DIAMETER = 30" = 2.5'
FROM 10 YR PIPE DESIGN SHEET, VELOCITY = 8.76 FPS
ZONE 2 CLASS B APRON MATERIAL
LENGTH = 4 X DIAMETER = 4 X 2.5'=
WIDTH = 3 X DIAMETER = 3 X 2.5'= 75
OUTFALL APRON TO BE 7.5' WIDE X 10' LONG X 12" THICK
APRON #3
OUTFALL PIPE DIAMETER = 24" = 2.0'
FROM 10 YR PIPE DESIGN SHEET, VELOCITY = 9.54FPS
ZONE 2 CLASS B APRON MATERIAL
LENGTH = 4 X DIAMETER = 4 X 2.0'= 8'
WIDTH = 3 X DIAMETER = 3 X 2.0'= 6.0'
OUTFALL APRON TO BE G'WIDE X B'LONG'X 12" THICK
APRON f/4
OUTFALL PIPE DIAMETER = 36" = 3.0'
FROM 10 YR PIPE DESIGN SHEET, VELOCITY 6.e7-'r-PS
ZONE 2 CLASS B APRON MATERIAL
LENGTH= 4 X DIAMETER = 4 X 10'= 12".
WIDTH = 3 X DIAMETER = 3 X 3.0'= 9.0'
OUTFALL APRON TO BE 9'WIDE X ITLONG�X 12" THICK
APRON05
OUTFALL PIPE DIAMETER= 30" = 25
FROM 10 YR PIPE DESIGN SHEET VELOCITY =4.58.FP S
ZONE 2 CLASS 0 APRON MATERIAL
LENGTH = 4 X DIAMETER = 4 X 2.5'= 10''
WIDTH = 3 X DIAMETER = 3 X 2.5- = 7.5-
OUTFALL APRON TO BE 7.5'WIDE X 10' LONG X 12" THICK
APRON 116-(AT FES 10)
OUTFALL PIPE DIAMETER = 12" = 1.0'
rROM 10 YR PIPE DESIGN SHEET, VELOCITY =2.68 FPS
ZONE 1 CLASS I APRON MATERIAL
LENGTH = 4 X DIAMETER = 4 X 1.0'= 4.0'
WIDTH = 3 X DIAMETER = 3 X 1.0'= 3.0'
OUTFALL APRON TO BE 3.0' WIDE X 4.0'LONG X 12" THICK

I'l'OJOCL 6U111111al'y N011011
-Project Description
Worksheet OFFStTEOU-fF/V-L SwA{t
'Flow Element Triangular Charm
Method Manning's Formul
Solve For Channel Depth
Input Data
Mannfngs Coeffic 0.035
Slope 003000 ftlft
Left Side Slope 0.20 V : 1-1 '
Right Side Slope 0.20V : 1.1
Discharge 45.27 cfs
Results
Depth 1.99 it
Flow Are 19.8 fi'
Wetted Perim 20.29 ft
Top Width 10.90 ft
Crillcal Depth 1.38 ft
Critical Slope 0.020711 ft/ft
} Velocity 2.29 ftfs
Velocity Head 0.08 it
Specific Enerc 2.07 it
Froude Numb. 0.40
Flow Type 3ubcrilical
J Project Engineer: Julie Tuten
c:lhaestadlfmw�azaten trace.fm2 :'-�a Strand Engineering Company FlowMaster v(3.0 (614b)
03/25/02 10:2wi—J AM () hlac::tad Mclhods, Inc, 17 nrookside Road:" WaterbLtry, CT 00708 USA (203) 7s5-1GGG Page 1 or 3

ProjOU Su111mary Report
.Project Description
Worksheet SWALE TO FES
Flow Clement Triangular Char
Method Manning's Fora
Solve For Channel Depth
Input Data
Mannings Coeffic 0.035
Slope 005000 fllft
Left Side Slope 0,20 V : 1.1
Right Side Slope 0,20 V : H
Discharge 1.01) Us
Results
Depth 0.45 ft
Flow Area 1.0 Rr
Welted E erlml 4,54 ft
Top Width 4.45 R
Critical Depth 0.31 ft
Critical Slope 0.034082 ft/ft
Velocity 1.09 fUs
Velocity Head 0.02 ft
Speclfc Enerc DAG It
Froude Numb, 0.41
Flow Type aubcritical
tilt'
Project Engineer: Julie Tuten
c:\haestadlfmwlazalea lrace.f1112 Stroud Englricering Company FlowMaster vG.O [G14b]
03/25/02 10:28:19 AM 0 1-Ineslnd NPethods• Inc. 37 Brookside road, r Watefbtuy, CT OG708 USA (203) 755-1 GGG Page 2 of 3

Project Surnmary Report
•Project Description
Warksheet SWALE BEHIND L&T 5 4-6
Ffow Element Triangular Channe
Method Manning's Formula
Solve For Channel Depth
Input Data
Monnings Coeffic 0.035.
Slope. 500000 ftlft
Left Side Slope 0.20 V : 11
Right Side Slope 0.20 V : 1.1
Discharge 2.01 cfs
Results
Depth 0.24 It
Flow Area 0.3 [t'
Wetted f erimi 2.42 ft
Top Width 2.37 ft
Critical Depth 0.40 ft
Critical Slope 0.031373 Rift
Velocity 7.15 Ills
Velocity Head 0.70 It
Specific Enerc 1.03 ft
Froude Numb. 3.GG
Flow Type >upercritical
.i•i
i• r -: Project Engineer: Julie Tuten
c.lhaestactllmwlazalC.r Imce.fm2 Stroud Engincering Company FlowMosler vG,O (6i4bj
03/25/02 10:25:07 AM 0 Haestnrl Molhud:, lnC, 17 Drookside f2Ond' Waterbury, CT OG708 USA (2.03) 7 5 5-1GGG PnrJO 1 of 1

SITE ZONING ------------------- R-7 (SD)
LOT AREA--------------=.------------
20.70 AC. /-
TOTAL NUMBER OF UNITS -_-=-------- 128
SINGLE FAMILY LOTS ----------------- 62 LOTS
CONDOMINIUM UNITS ------------------ 66 3 BDRM. UNITS
CONDOMINIUM SPECIFICS
NO. OF PARKING REQ'D ___._----------_148 SPACES
NO. OF PARKING SHOWN -=-----------176 SPACES
NO. OF HANDICAP SPACES =------ - 9 SPACES
IMPERVIOUS AREAS
PHASE 1 SINGLE FAMILY- `DEVELOPMENT
ROADS --------------------
80,489
SQ.FT.
SIDEWALKS -="------------------
12,243
SQ. FT.
LOTS ---.---------------
143,500
SQ. FT.
.TOTAL
236,241
SQ. FT,
PHASE 2 SINGLE FAMILY-.- DEVELOPMENT
ROADS ---------------------
36,098
SQ, FT.
SIDEWALKS ---;=--------------
7,740
SQ.FT.
LOTS -------------------------
73,500
SQ. FT.
TOTAL
117,338
SQ. FT.
CONDOMINIUM' DEVELOPMENT
PARKING --_= --------------
52,449
SQ. FT.
SIDEWALKS ---------- - - -
- -- 6,855
SQ. FT.
BUILDINGS - =--------------
41,118
SQ.FT.
OTHER ---- -= ---- ----------
1,261
SQ.FT.
.TOTAL
101,683
SQ.FT.
TOTAL IMPERVIOUS AREAS ---------------
455,262 SQ.FT.
PERCENT IMPERVIOUS-----, -------------
50.5/
fAMasker\PW-3181dgn1AZALEA.dgn 02/11/2002 01:54:00 PM

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