SW8921115_HISTORICAL FILE_20190918 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 112M5
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
H9 HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
201O10 CM
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
September 18, 2019
NORTH CAROLINA
Environmental Quality
Wedgefield at Crosswinds South Homeowners Association, Inc.
Attn: Koreen LaRose, President
PO Box 15436
Wilmington, NC 28408
Subject: Approved Modification
Stormwater Management Permit No. SW8 921115
Wedgefield at Crosswinds South
New Hanover County
Dear Ms. LaRose:
On August 15, 2016, the Wilmington Regional Office of the Division of Energy, Mineral and Land
Resources received a request to review certain calculations required under the May 22, 2014
permit and the June 5, 2007 Consent Judgment, to complete missing design information in
Stormwater Management Permit Number SW8 92111S. Final information was received on August
1, 2019. It has been determined that the submitted calculations meet the requirement of the
Consent Judgment, and all of the pond design information is now included and covered by this
permit, as follows:
1.. The permanent pool elevation has been established as 20.61 first (NAVD88);
2. The temporary pool elevation has been established as 21.36 fmsl (NAVD88);
3. The permanent pool surface area has been established as 11,160 W;
4. The temporary pool volume has been established as 10,070 ft3.
We are forwarding you an approved copy of the modified outlet structure detail and the 201S
survey. Please add the detail and the survey to the previously approved plan set. Please replace the
previously issued permit with the revised permit, dated September 18, 2019, attached. This revised
permit does not impose new or different terms; it merely restates some of the previous terms to
provide you with a better understanding of your obligations under the permit..
This permit shall be effective from the date of issuance until May 22, 2022, and shall be subject to
the conditions and limitations as specified therein. Please pay special attention to the conditions
listed in this permit regarding the Operation and Maintenance of the LIMP, recordation of deed
restrictions, certification of the SCM, procedures for changing ownership, transferring the permit,
and renewing the permit. Failure to establish an adequate system for operation and maintenance
of the stormwater management system, to record deed restrictions, to certify the SCM's, to transfer
the permit, or to renew the permit, will result in future compliance problems.
Wedgefield reserves its right to initiate a contested case in the Office of Administrative Hearings
(OAH) in accordance with Chapter 1 S08 of the North Carolina General Statutes, for any Notices of
Violation issued after May 22, 2014 or for any modifications to the permit. Should it be necessary to
request a contested case hearing, the pennittee may file a written petition with the (OAH). The
written petition must conform to Chapter 150LI of the North Carolina General Statutes, and must be
filed with the OAFI within thirty (30) days of receipt of the Notice of Violation letter from the
Division. You must contact the OAH with all questions regarding the filing fee (if a filing fee is
required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-
6714, or via telephone at 919-431-3000, or visit their website at www.NCOAII.com.
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1127 Cardinal Drive Extension I Wilmington, North Carolina 28405
wn,Hn v `
-w\VA- 910.796.7215

'LLOYD A. TYNDALL, RE
CIVIL ENGINEER
234 Windemere Road, Wilmington N.C.
Zip 28405-4026 phone [phone]
60 YEARS EXPERIENCE
Registered Engineer
Specializing in:
P.E. 44848. P.L.S. #0871
1IECRAS/ HEC2 Computer Analyses
Phone [phone]
No -Rise Certificates
FAX [phone]
100-YEAR Flood Plain Studies
_� C MI, 910-540-3608

State Stormwater Permit No. SW8 921115
Page 2 of 2
If you have any questions, or need additional information concerning this matter, please contact
Linda Lewis at [phone] or via email at Iinda.lewisC�ncdenr.gov.
Sinc ely,
�. S. Daniel mith, Director
Division of Energy, Mineral and Land Resources /
GDS/arl: G:\\\Stormwater\Permits & Projects\1992\921115 11D\2019 09 permit 921115 /
i
Enclosures: Application Documents
CC: Doug Ansel, Assistant Attorney General, NCDOJ
Brian Geschickter, Attorney for Wedgefield HOA
Charles Meier, Marshall, Williams & Gorham, LLP, Attorney for Crosswinds HOA
New Hanover County Building Safety
City of Wilmington Public Services
Beth E. Wetherill, New Hanover County Engineering
Wilmington Regional Office Stormwater File

• State Stormwater Management Systems
Permit No. SW8 921115
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
WITH A WET DETENTION POND
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Wedgefield at Crosswinds South HOA, Inc.
Wedgefield at Crosswinds South Subdivision
South College Road and Wedgefield Drive, Wilmington, New Hanover County
FOR THE
construction of built -upon areas with runoff to be treated in one (1) onsite wet detention pond
(the "Front Pond') operated and maintained by Wedgefield at Crosswinds South HOA,
Inc.(hereafter "Wedgefield" or "the permittee'); and for the construction of built -upon areas with
runoff to be treated in an offsite wet detention pond (the "Rear Pond'), operated and maintained
by Crosswinds HOA, Inc., under the terms and conditions set forth in the latest version of Permit
No. SW8 930710; in compliance with the provisions of 15A NCAC 2H.1000 (hereafter referred
to as the "stormwater rules'), and in accordance with the June 5, 2007, Consent Judgment, and
the approved stormwater management plans and specifications and other supporting
documentation as attached and on file with and approved by the Division and considered an
enforceable part of this permit.
The terms and conditions of this permit shall survive the dissolution of the Consent Judgment.
This permit shall be effective from the date of issuance until May 22, 2022, and shall be subject
to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
The overall tract built -upon area percentage for the project must be maintained at or
below 30% per the requirements of Section .1005 of the stormwater rules. The
subdivision is permitted for 76 lots, each limited to a maximum amount of built -upon area
(BUA). Lots 1-37 shown on the April 29, 1993 approved plans for SW8 921115 are
limited to a maximum BUA of 4,500 square feet each. Lots 201-239 shown on the May
8, 1996 approved plans for SW8 960317 are limited to a maximum BUA of 4.300 square
feet each.
3. The built -upon area allocated for Wedgefield that will be treated by the offsite
Crosswinds "Rear Pond" under Stormwater Management Permit No. SW8 930710, is
373,376 square feet.
4. This permit allows for the treatment of runoff from the built -upon areas of this
subdivision in two (2) different permitted Stormwater Control Measures (SCM).
Section 1.7 of this permit describes the design parameters of the permitted onsite wet
detention pond. The design parameters of the offsite wet detention pond are
described in permit number SW8 930710. issued to Crosswinds HOA, Inc. The
approved plans contain a "drainage area map" which shows the specific drainage
area of Wedgefield at Crosswinds South Subdivision to each pond.
Page 1 of 5

•
State Stormwater Management Systems
Permit No. SW8 921115
A
This permit covers the original 37 lots permitted as Crosswinds South under SW8
921115 and the 39-lot extension permitted as Wedgefield at Crosswinds South under
SW8 960317. This permit combines and consolidates the referenced permits into one
permit under SW8 921115, combines the approved plan sets into one approved plan set
under SW8 921115, and rescinds SW8 960317. For purposes of this permit, all 76 lots
are considered as part of the project called "Wedgefield at Crosswinds South". The
runoff from 16 of the original 37 Crosswinds South lots and a portion of the road is
treated in the onsite "Front Pond". The runoff from the remaining 21 Crosswinds South
lots and road and all 39 Wedgefield at Crosswinds South lots is to be directed to and
treated by the offsite Crosswinds Pond (the "Rear Pond").
Approved plans, specifications and mutual agreements between the permittee and the
Division for this project, are incorporated by reference and are enforceable parts of the
permit.
The following design elements have been permitted for the onsite wet detention pond
stormwater facility, a.k.a. the Front Pond, and must be provided in the system at all
times. These design elements are consistent with the terms of the Consent Judgment.
a. Drainage Area, acres:
Onsite, acres:
Offsite, acres:
b. Total Impervious Surfaces, ft2:
Road, ft2:
Offsite, ft2:
C. Pond Design Depth, feet:
d. TSS removal efficiency:
e. Design Storm:
f. Permanent Pool Elevation, FMSL:
g. Permitted Surface Area @PP, ft2:
h. Permitted Storage Volume, ft3:
i. Storage Elevation, FMSL:
j. Controlling Orifice:
k. Permanent Pool Volume, ft3:
I. Forebay Volume, ft3:
m. Maximum Fountain Horsepower:
n. Receiving Stream / River Basin:
o. Stream Index Number:
p. Classification of Water Body:
5.66
1.22
4.44 (Crosswinds Section II)
5.66
53.143
193,406 (Crosswinds Section II)
5.0
85%
1 inch
20.61
11,160
10,070
21.36
Meyers S-25 (28 gpm@2' TDH)
n/a
n/a
n/a
Mott Creek / CPF17
18-82
"C Sw"
The onsite stormwater system must be operated with a 30' vegetated filter. The road
ditch in the NC 132 Highway right-of-way (South College Road) receives the pond's
pumped volume and is considered as the required vegetated filter.
II. SCHEDULE OF COMPLIANCE
No person or entity shall fill in, alter, or pipe any drainage feature (such as swales),
shown on the approved plans as part of the stormwater management system, unless
and until a revision to the permit is submitted to and approved by the Division.
2. All of the lots in the subdivision are built on. The permittee shall not be held responsible
for existing built -upon area overages on the lots. However, the permittee shall make
ongoing efforts as time and finances allow, to identify and document all such overages
on the lots. The Division may or may not take action against the individual lot owners for
those overages.
3. From the issue date of this permit forward, the permittee shall monitor the project on a
routine basis to ensure that all lots maintain compliance with the maximum permitted
built -upon area limit for that lot. Due to construction which deviates from the April 29,
1993 approved plans, neither the Wedgefield Front Pond nor the Crosswinds Rear Pond
has a sufficient amount of surface area or depth to justify any increases in the maximum
allowed per lot built -upon area.
Page 2 of 5

State Stormwater Management Systems
Permit No. SW8 921115
The permittee shall review all proposed modifications and additions to the existing lots
within the Wedgefield at Crosswinds South Subdivision for compliance with the built -
upon area limit. The permittee shall not approve any proposed lot plan additions or
modifications if the lot is already over the maximum BUA limit, or if such additional
construction will cause the lot to exceed the maximum BUA limit established by this
permit. The permittee shall notify the Division and shall take such measures as are
allowed by the Declaration of Covenants and Restrictions or by law to prevent the lot
owner from constructing any such non -compliant improvements and modifications. Any
approvals granted by the permittee for any lot addition or modification that results in an
overage of the permitted maximum BUA for that lot, will require that the permittee submit
a modification to this permit and propose the necessary improvements such that the
permitted SCM meets the current stormwater rules.
5. The Division will take no action against the permittee for existing non -compliances, as
identified in the Consent Judgment which is attached hereto and made an enforceable
part of this permit, which are a part of or caused by the original construction, including
the deficient permanent pool surface area in the pond. From May 22, 2014 forward, the
Director may notify the permittee when the permitted site does not meet one or more of
the minimum requirements of the modified permit. Within the time frame specified in the
notice, the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of revised
plans and certification in writing to the Director that the changes have been made.
6. The runoff from all built -upon area in Wedgefield that is within the permitted drainage
area boundary of either the onsite Front Pond or the offsite Rear Pond must be collected
and directed into the appropriate stormwater pond.
7. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project have been
recorded showing all such required easements, in accordance with the approved plans.
8. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size.
b. Further subdivision, acquisition, or sale of any part or all of the project area.
C. The addition of built -upon that is in excess of the permitted maximum for that
pond.
d. Alteration of any pipe or vegetative conveyance shown within the permit
boundary on the approved plan. Routine maintenance such as sediment removal
and mowing, removal of obstructions within the pipes and/or replacement of any
damaged pipes do not require a permit modification.
e. The construction of any areas of #57 stone or permeable pavement or certain
landscape materials, for BUA credit.
f. Any other revision as determined by the Director. At no time shall the permittee
be required to perform any work that is contrary to the terms of the original
Consent Judgment.
9. The permittee shall at all times follow the approved Operation and Maintenance
Agreement and provide the operation and maintenance necessary to assure that all
components of the permitted stormwater system function at design condition. The
approved Operation and Maintenance Agreement outlines the necessary maintenance
items and required maintenance intervals. The on -site runoff collection system of catch
basins, piping, ditches and swales must also be maintained such that the one (1) inch
runoff volume is adequately conveyed to the approved BMP(s).
10. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DEQ. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
Page 3 of 5

State Stormwater Management Systems
Permit No. SW8 921115
11. The permittee shall assure that permanent access to the permitted SCM components,
including the collection system, is provided via recorded easements, common areas or
public rights -of -way. All such easements, common areas and rights -of -way currently
appear on the recorded plats.
12. Deed restrictions limiting the amount of built -upon area on each lot have been recorded
and currently provide that the maximum built -upon area per lot is as follows:
Lots 1-37 @4,500 square feet and Lots 201-239 @4,300 square feet,
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.
13. The State of North Carolina is made a third -party beneficiary of the covenants to the
extent necessary to maintain compliance with this Stormwater Management Permit.
14. The Declaration of Restrictions and Protective Covenants are to run with the land and be
binding on all persons and parties claiming under them.
15, The recorded covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division of Energy,
Mineral and Land Resources.
16. Permanent seeding requirements for the stormwater control must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design
Manual. These guidelines assist in the selection of a suitable grass type that will perform
the best for a particular use, the best planting time, soil amendments, fertilizer needs,
mulch and watering.
17. The project and the SCM shall be constructed, operated and maintained in accordance
with the conditions of the Consent Judgment, the conditions of this permit, the approved
plans and specifications, and other supporting data.
III. GENERAL CONDITIONS
Wedgefield shall not be required to restore the slope on the west bank of the front pond
to a 3:1 ratio.
The Division shall, to the extent required by the North Carolina General Statutes and any
rules promulgated there under authorize, grant and provide any and all necessary
permits required for Wedgefield, at no cost to perform the activities which are referenced
herein and agreed upon by the parties. All activities undertaken pursuant to the Consent
Judgment are deemed by agreement of the parties to be maintenance which will not
require the application for, or issuance of, any new permits.
3. Wedgefield is required to operate and maintain the Front Pond in compliance with the
provisions of this permit.
4. Any individual or entity found to be in noncompliance with the terms, conditions and
limitations of a stormwater permit or the stormwater rules, is subject to enforcement
action in accordance with the provisions of North Carolina General Statute 143, Article
21.
5. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal), which have jurisdiction.
Page 4 of 5

State Stormwater Management Systems
Permit No. SW8 921115
This permit is not transferable to any person or entity except after notice to and approval
by the Director. The permittee shall submit a completed and signed Permit Transfer
Application Form, accompanied by the supporting documentation as listed on the form,
to the Division of Energy, Mineral and Land Resources at least 60 days prior to any one
or more of the following events:
a. An ownership change including the sale or conveyance of the project area in whole
or in part, except in the case of an individual lot sale that is made subject to the
recorded deed restrictions;
b. Bankruptcy;
c. Foreclosure;
d. Dissolution of the partnership or corporate entity;
e. A name change of the current permittee;
f. A name change of the project;
g. A mailing address change of the permittee;
The permittee is responsible for compliance with all of the terms and conditions of this
permit until such time as the Director approves a request to transfer the permit.
In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division, such as
the construction of additional or replacement stormwater management systems.
The permit may be modified, revoked and reissued or terminated for cause. The filing of
a request for a permit modification, revocation and re -issuance or termination does not
stay any permit condition.
10. Permittee grants permission to staff of DEMLR to access the property for the purposes
of inspecting the stormwater facilities during normal daytime business hours.
11. A copy of the approved plans and specifications shall be maintained on file by the
Permittee at all times.
12. The permittee shall submit a request to renew the permit at least 180 days prior to the
expiration date of this permit. The request shall include a completed renewal application
and fee.
Permit modified and reissued this the 181 day of September 2019.
NOR H CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
---N,L�C.c �� i� , C 'W
S. Daniel S ith, Director
Division of En rgy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 921115
Page 5 of 5

Lewis,Linda
From:
Lewis, Linda
Sent:
Wednesday, June 26, 2019 8:40 AM
To:
Koreen LaRose
Subject:
Request for Additional Information SW8 921115
Attachments:
Letterhead 2019_DEMLR_Wilmington_BW 2019 06 21.pdf
Letter attached. A copy of this letter will be mailed to Mr. Tyndall
Linda

,i
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
June 26, 2019
Wedgefield Homeowners Association, Inc.
Attn: Koreen La Rose, President
4604 Wedgefield Drive
Wilmington, NC 28409
NORTH CAROLINA
Environmental Quality
Subject: Request for Additional Information
Stormwater Project No. SW8 921115
Wedgefield Subdivision
New Hanover County
Dear Ms. La Rose:
The Wilmington Regional Office met with you and Ms. Orseno on June 24, 2019, to discuss the
additional information requested on June 18, 2019 for the subject State Stormwater Management
Permit. To recap our conversation, a survey of the pond area had been done by a licensed surveyor
on February 25, 2015, after the HOA completed restoration efforts. The surveyor extrapolated the
surface areas and calculated a volume. However, DEMLR was unable to accept this type of
calculation from a surveyor and required that it be stamped by a PE. The HOA then hired Larry
Sneeden, who provided additional calculations in 2016 which were never completed. As I
understand our conversation, the HOA would like for the current consultant (Lloyd Tyndall, P.E.) to
utilize the existing 2015 survey information to build on the calculations that Mr. Sneeden already
started, to complete this application. The Division has no objection to this as everything to date has
been completed by either a licensed professional surveyor or a licensed professional engineer. As
requested by the HOA, I offer the following summary of the 2015 survey and the 2016 calculations
for Mr. Tyndall's consideration:
1. NAVD29 VS. NAVD88. The HOA would like to keep the NAVD88 survey datum as noted on
the February 2015 survey signed and sealed by Vernon Derek Danforth, PLS.
2. TEMPORARY POOL ELEVATION. The 2015 survey indicates that the invert of the 18" pipe
leaving the outlet structure is 22.2. This is the controlling elevation and will by default, be the
new temporary pool elevation.
3. BOTTOM ELEVATION. Based on the 2015 survey, the bottom elevation of the pond appears
to be 16.0.
4. PERMANENT POOL ELEVATION. This elevation, by default, will be the elevation at which the
float switch in the pump station switches off. The design depth of the pond is 5 feet, so the
permanent pool elevation cannot be lower than 21. Mr. Sneeden's calculations had
proposed 21.45 as the permanent pool elevation. Per the 2015 survey information, the
bottom of the small weir at the base of the outlet structure is at 21.45. If 21.45 is to be the
new permanent pool elevation, the float switch for the pump "off" elevation must be reset.
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
-�� / 910.796.7215

I
State Stormwater Permit No. S W8 921 1 15
Page 2 of 2
5. SURFACE AREAS AND STORAGE VOLUME. The following surface areas were extrapolated
from the 2015 survey as indicated in the table below. The incremental volume reported in
the 2016 calculations (750 sf) was incorrect. Based on the average area method ((12400 +
13400)/2) X (22.2 - 21.45), this design provides approximately 9,675 cubic feet of storage
volume between the temporary pool elevation and the permanent pool elevation.
ElevationI
Area
Incremental Volume
21.45(permanentpool)
12,400 sf
22.2 tem ora ool
13,400 sf
9675 cf @22.2
These five areas cover the extent of the missing information that is needed to complete the review
and issue the permit. All of this information is readily available in the existing documents that the
HOA provided to the consultant.
Please respond to this request for additional information by August 8, 2019, which provides 30 days
of time after the consultant gets back from vacation on July 8, 2019. If additional time is needed to
submit the requested information please e-mail, mail, or fax your extension request, prior to the
original due date, to the Division using the contact information available in this letter. The extension
request must include a justification and a date of when the requested information will be submitted
to the Division. Please remember that extension requests delay the issuance of the final permit. The
Division is allowed 90 days from the receipt of a complete application to issue the permit.
Please reference the State assigned permit number on all correspondence. If you have any
questions concerning this matter, please feel free to call me at [phone].
Sincerely,
L.VLv w;ti
Linda Lewis, E.I.
Environmental Engineer III
GDS/arl: G:\\\Stormwater\Permits & Projects\1992\921115 HD\2019 06 addinfo_2 921115
cc: Lloyd Tyndall, PE, RLS (234 Windemere Road, Wilmington NC 28405-4026)
Wilmington Regional Office Stormwater File

Lewis,linda
From: Lewis,Linda
Sent: Tuesday, June 25, 2019 2:17 PM
To: Koreen LaRose
Subject: Wedgefield SW8 92111 S
Attachments: Letterhead 2019_DEMLR_Wilmington_BW 2019 06 21.pdf
Koreen:
This is the letter I plan on sending to Mr. Tyndall. If you have concerns about anything I said in the
letter, please let me know.
Linda

Lewis,Linda
From:
Lewis, Li nda
Sent:
Tuesday, June 18, 2019 10:08 AM
To:
Koreen LaRose
Subject:
Request for Additional Information SW8 921115 Wedgefield
Attachments:
Letterhead 2018_DEMLR_Wilmington_BW 2019 06 17.pdf
Koreen:
Please find my review comments and request for additional information regarding the front pond at
Wedgefield attached. Since Mr. Tyndall does not have email, I have mailed a copy of this letter to
him.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
linda.lewis(a)ncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Nothing Compares._
Email correspondence to and from this address is subject to the.
North Carolina Public Records Law and may be disclosed to third parties.

ROY COOPER
Governor
MICHAEL S. REGAIN
Secretary
S. DANIEL SMITH
Director
June 18, 2019
NORTH CAROLINA
Environmental Quality
Wedgefield Homeowners Association, Inc.
Attn: Koreen LaRose or current president (via email:
4604 Wedgefield Drive
Wilmington, NC 28409
Subject: Request for Additional Information
Stormwater Project No. SW8 921115
Wedgefield Subdivision
New Hanover County
Dear Ms. LaRose or current president:
The Wilmington Regional Office received the additional information regarding the subject existing
State Stormwater Management Permit on April 17, 2019. A preliminary review of that information
has determined that the application is not complete and that additional information is needed. To
continue the review, please provide the following additional information:
1. Are you changing the permanent pool or design pool elevations? The original permitted plan
details have the Normal Water Level at elevation 22 and the design storage elevation at
23.3. The revised calculations start at elevation 21 and go all the way up to elevation 25.1.
The storage volume that goes into the permit is going to be that volume provided between
the set permanent pool elevation and the temporary pool elevation and need only be
sufficient to accommodate the runoff from the first inch of rain within the 5.66 acre drainage
area. We would like to get at least 20,545 cf of storage between elevations 22 and 23.3. As
indicated in the Consent Judgment, this may or may not be possible due to the lack of
available space.
2. Using the surface areas provided in the revised calculations, and assuming that the
permanent pool (22) and temporary pool (23.3) elevations as indicated in the permit are
unchanged, I checked the volume provided between elevations 22 and 23.3 and came up
with 36,265 cf. If the permanent pool and/or the temporary pool elevations have changed,
then I need to know what the new permanent pool elevation is and what the new temporary
storage elevation is. New outlet structure details would also have to be provided.
3. The Lidar survey provided by Mr. Tyndall appears to suggest that all of the pond's surface
areas from elevation 21 to elevation 25 extend up into the 4 lots that back up to this pond
(lots 34-37). Based on Google and past observations, the pond itself is supposed to be
confined to that triangular -shaped space behind those 4 lots and does not extend that far up
into the lots. Most of those lots have fences installed at or very near the top of the bank.
Unless the houses on those 4 lots have been removed, this survey does not appear to reflect
the true as -built location of the pond.
4. The lowest contour elevation on the Lidar survey is 21 with the bottom of the pond noted as
20.8. Per the approved plans, the bottom elevation of this pond should be 17. When was the
sediment level checked? The accumulated sediment will need to be removed.
Please respond to this request for additional information by July 18, 2019. Mr. Tyndall did not
provide an email address, so this letter will be mailed to him.
Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements, narrative, and plans. Please also
remember to provide two hard copies of any updated documents per 15A NCAC 02H.1042(2).
North Carolina Department of Environmental Quarry I Division of Energy, Mineral and land Itesources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
"�\ 910.796.7215

State Stormwater Permit No. S W8 921115
Pape 2 of 2
The requested information should be received in this Office by July 18, 2019, or the application will
be returned as incomplete. If additional time is needed to submit the requested information please
e-mail, mail, or fax your extension request, prior to the original due date, to the Division using the
contact information available in this letter. The extension request must include ajustification and a
date of when the requested information will be submitted to the Division. Please remember that
extension requests delay the issuance of the final permit. The Division is allowed 90 days from the
receipt of a complete application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, prior to receipt of the required stormwater permit, is a violation
of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned permit number on all correspondence. If you have any
questions concerning this matter, please feel free to call me at [phone].
Sincerely,
Li.vvdaa L"Vi 1
Linda Lewis, E.I.
Environmental Engineer III
GDS/arl: G:\\\Stormwater\Permits & Projects\1992\921115 HD\2019 06 addinfo 921115
cc: Lloyd Tyndall, PE, RLS (234 Windemere Road, Wilmington NC 28405-4026)
Wilmington Regional Office Stormwater File

I
WEDGEFIELD HOME OWNERS ASSOCIATION STUDY
NEW HANOVER COUNTY, N. C.
WEDGEFIELD at CROSSWINDS SOUTH SUBDIVISION
Koreen La Ruse, Agent
I JUN 1 4 2019
STUDY AND HYDRAULIC ANALYSES PERFORMED BY: LLOYD A. TYNDALL, P.E.
LLOYD A. TYNDALL, PROFESSIONAL ENGINEER,
NORTH CAROLINA LICENSE -- P.E. 4848 -- R.L.S. 871
234 WINDEMERE ROAD
WILMINGTON, NORTH CAROLINA 28405-4026
APRIL 17, 2019
1
QNh
� 3
ow:
REVISED JUNE 14, 2019

ENGINEERING CERTIFICATION
THIS IS TO CERTIFY THAT I AM A DULY QUALIFIED ENGINEER LICENSED TO PRACTICE
PROFESSIONAL ENGINEERING IN THE STATE OF NORTH CAROLINA.
IT IS TO FURTHER CERTIFY THAT THE ATTACHED TECHNICAL DATA SUPPORTS THE FACT
THAT THE EXISTING CONSTRUCTION/INSTALLATION OF STORAGE AREAS/PUMPS/CONCRETE
INLET & SPILLWAY/CORRUGATED METAL PIPE SPILLWAY AND MAINTENANCE OF THE FACILITY
MEETS THE "1.0" RUNOFF/ STORAGE STANDARD" AND ALSO MEETS THE "1.5" RUNOFF/
STORAGE STANDARD" BASED ON TOPOGRAPHIC MAP WITH SPOT SHOTS BASED ON SPATE OF
NORTH CAROLINA's LIDAR SURVEY AND PHYSICAL MEASUREMENTS AT THE SITE.
EVEN THOUGH THE SITE WAS ORIGINALLY DESIGNED 'TO MEET THE "1.0" RUNOFF/STORAGE
STANDARD" IT SHOULD BE NOTED THAT AFTER "HURRICANE FLORENCE—WITH 30 INCHES
RAINFALL AND ESTIMATED IN EXCESS OF 24 INCHES RUNOFF —THE HURRICANE FLORENCE
HIGH WATER MARK AT THE "FRONT POND" WAS ELEV. 24.2' WHICH IS ABOUT THE SAME AS
THE "1.5" THEORETICAL DESIGN. THE WEDGEFIELD HOMEOWNERS ASSOCIATION HAS
INSTALLED AND MAINTAINED A FACILITY SUCH THAT NO REPORTED "FLOODING OF HOMES
OCCURRED INSIDE THE WEDGEFIELD HOMEOWNERS ASSOCIATION TERRITORY DURING THE.
HURRICANE FLORENCE—THEREFORE THE ONLY CONCLUSION I CAN MAKE IS THAT 'PHIS
CONSTRUCTION/INSTALLATION OF STORAGE AREAS/CONCRETE INTAKE & SPILLW'A%', PUMPS
/CORRUGATED METAL PIPE SPILLWAY AND MAINTENANCE OF THE FACILITY MEETS THE "1.0"
RUNOFF AND THE 1.5" RUNOFF STORAGE REQUIREMENTS.
APRIL 17, 2019 LLOYD AATYWDALLP
REVISED JUNE 14, 2019
PROFESSIONAL. ENGINEER
SEAL:
234 WINDEMERE ROAD
WILLMINGTON, N.C. 28405-4026
2
a
(�EUISED .1Ju� l�� Zoiy'
,c

1. THIS STUDY AND ANALYSES WERE PERFORMED IN COMPLIANCE WITH THE EF_DERAL
EMERGENCY MANAGEMENT AGENCY'S (FEMA) "PROCEDURES FOR NO -RISE CERTIFICATION FOR
PROPOSED DEVELOPMENTS IN REGULATORY FLOODWAYS" DATED JANUARY 2004 AND THE STATE
OF N.C.'s DIVISION OF ENERGY, MINERAL AND LAND RESOURCES STANDARDS FOR "WET
DETENTION PONDS". THESE PROCEDURES REQUIRE THAT THE CERTIFICATION BE SIGNED
AND SEALED BY A PROFESSIONAL ENGINEER AND BE SUPPORTED BY TECHNICAL DATA.
2. IN ACCORDANCE WITH THE ABOVE CITED PROCEDURES THE FOLLOWING DATA IS
FURNISHED TO SUPPORT THE CERTIFICATION THAT THE WEDGEFIELD HOMEOWNERS
ASSOCIATION (EXISTING 4/2/2019) "FRONT POND WPD" MEETS THE N.C. DEMLR STANDARDS
AND REQUIREMENTS FOR "WET DETENTION PONDS" OF 1.0 AND 1.5 INCHES RUNOFF FROM
THE "WEDGEFIELD HOMEOVERS ASSOCIATION LANDS"-- FURNISHED BY LLOYD A. TYNDALL,
P.E., N.C. LICENSE it P.E. 4848.
3. -- CURRENT EFFECTIVE MODEL -- DATA FOR THE "CURRENT EFFECTIVE MODEL"
WAS FURNISHED BY THE WEDGEFIELD HOA—INCLUDED NCDNER LETTER dated 5/22/2014 TO
HOA AND COPY OF STATE STORMWATER MANAGEMENT PERMIT Hswb921115 (11 PAGES) WHICH
INCLUDED ORIGINAL DESIGN OF THE "FRONT POND WDP".
4. -- EXISTING CONDITIONS MODEL -- A LIDAR SURVEY OF THE WEDGEFIELD
SUBDIVISION WAS MADE BY PARKER & ASSOCIATES, SURVEYORS —A SEALED COPY OF THE
LIDAR SURVEY INCLUDING THE "FRONT POND" TO A ONE -FOOT CONTOUR WITH INDIVIDUAL
SHOTS TO 0.1' AND THE CENTERLINE OF THE ROAD AT 0.01'—THE INDIVIDUAL SHOTS
SHOWN IN RED ON THE LIDAR SURVEY MAP —COPY INCLUDED WITH THIS STUDY. THE LIDAR
SURVEY OF THE "FRONT POND" WAS USED TO DETERMINE 'THE STORAGE CAPACITY OF THE
"FRONT POND" TO THE NEAREST 100 CUBIC FEET OF STORAGE. THE LIDAR MAP WAS
PLANIMETERED. FIRST, THE PLANIMETER WAS TESTED TO ASSURE ACCURACY —FOUND
99.1/100%, THEN THAT PLANIMETER WAS USED TO DETERMINE THE STORAGE SQUARE INCHES
FOR EACH FOOT STORAGE STARTING AT ELEVATION 21.0—AFTER MEASURING THE SQUARE
INCHES, THEY WERE CONVERTED TO SQUARE FOOTAGE BASED ON THE SCALE OF THE MAP —
THEN EACH FOOT ELEVATION OF THE POND STORAGE WAS DETERMINED AND A STAGE/STORAGE
CURVE DEVELOPED TO SO THAT THE APPROXIMATE ELEVATION OF THE 1..0 AND 1.5 INCHES
STORAGE ELEVATIONS COULD BE DETERMINED —THAT STAGE/STORAGE CURVE IS INCLUDED
WITH 'PHIS STUDY.
----------------
FOUND ------- FRONT POND WPD
-------------
-----
ELEVATION
SQUARE FOOTAGE
CUBIC FOOTAGE STORAGE
--------------
--------------
INCREMENTAL
ACCUMULATED
21.0
12,900
assumed 0
22.0
20,700
16,800
1ci,800
23.0
31,600
26,150
42,950
24.0
45,700
38,650
81,600
25.0
62,850
54,800
135,875
ELEV.
23.1.'-------
27,850 cu.ft. STORAGE----
1.0 INCHES RUNOFF
ELEV.
24.2',-------
41,775 cu.fL. STORAGE----
1.5 INCHES RUNOFF
ELEV.
25.1-------
55,700 cu.f:t. STORAGE----
2.0 INCHES RUNOFF
- NOTE -- HURRICANE FLORENCE-RAINFALL = 30"--RUNOFF ESTIMATED 24"
HURRICANE FLORENCE FLOOD HIGH WATER MARK AT "FRONT POND" = ELEV. 24.[' navd88
---------- EQUIVALENT TO 4.5 INCHES RUNOFF---------
---- CONCLUSION - "FRONT POND WPD" MEETS AND EXCEEDS STATE STANDARD--------
3 REVISED JUNE 14, 2019

ATTACHMENTS
1.. --- AERIAL MAP OF CROSSWINDS SOUTH SUBDIVISION - EXHIBIT A
2. --- LIDAR TOPOGRAPHIC MAP -CROSSWINDS SOUTH SUBD.-------- EXHIBIT B
3. -----LIDAR TOPOGRAPHIC MAP -"FRONT POND WPD" WITH PLANIMETRY
& CALCULATIONS --ACCUMULATED STORAGE/RUNOFF DATA---------- EXHIBIT C
9 ----- STAGE STORAGE CURVE & DATA -------------------- EXHIBIT D REV. 6/14/19
5. ---- N.C.DEPT.ENV.& NAT.RESOURCES LETTER with attachments
dated MAY 22, 2014---------------------------------- EXHIBIT E
4 REVISED JUNE 14, 2019

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Notes
UDAR TOPOGRAPHIC MAP
CROSSWINDS SOUTH SUBDIVISION
Uoyd Tyndall
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Sheet 2 of 2
Notes
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LIDAR TOPOGRAPHIC MAP
CROSSWINDS SOUTH SUBDIVISION
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Lloyd Tyndall
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orth Carol urces
Pat McCrory John E. Skvada, III
Governor Secahiry
May 22, 2014
Korean LaRose, President
Wedgefield at Crosswinds South HOA, Inc.
PO Box 15436
Wilmington, NC 28480
Subject: Consolidation and Transfer of Stormwater Permits
SW8 921115 and SW8 960317
Crosswinds South and Wedgefield at Crosswinds South Subdivision
High Density Subdivision with a Wet Detention Pond / Offelte
New Hanover County
Dear Ms. LaRose:
Effective August 1, 2013 the State Stomlwater program has been transferred from the Division
of Water Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR).
Please note that this permit will now reference DEMLR as the Division responsible for r
Issuance of the permit d 1 a o,Q
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources
received the completed and signed Name/Ownership Change form regarding the consolidation
and transfer of Stormwater Management Permits SW8 921115 for Crosswinds South and SW8
960317 for Wedgefield at Crosswinds South, on December 4, 2013. Staff review of the
documentation has determined that this permit transfer will comply with the water quality
standards codified at 15A NCAC 02H.1000. The two permits, SW8 921115 and SW8 960317,
have been combined into one permit, and will use the existing permit number SW8 921115,
which is hereby transferred effective May 22, 2014, to the Wedgefield at Crosswinds South
HOA, Inc., (hereafter, "Wedgefield" or 4 wrmiltee7 for the construction of the associated built -
upon areas, for the restoration of the "pront Pond' BMP per agreement between the HOA and
the Division, and for the continued maintenance oTi 1f—e rout Po-Ta tormwater Perm —FM
This permit contains conditions that will allow the Division of Energy, Mineral and Land
Resources (hereafter, DEMLR or the Division), to move to dissolve the June 5, 2007 Consent
Judgment (hereinafter, "Consent Judgmenfl. The terms and conditions specified in the "Order"
section of the Consent Judgment are included in Section III of this permit, and are an
enforceable part of this permit, upon the issuance of this permit to Wedgefield. The Division
will take no action against Wedgefield for existing non -compliances as identified in the Consent
Judgment that are a part of or caused by the original construction. This includes any existing
built -upon area overages on the lots and the deficient permanent pool surface area in the
pond. The permit conditions contained in this modified permit have been made more specific
to eliminate any ambiguity or confusion, but are not more stringent. Future milestones
regarding sediment removal, slope repair and regrading, surface area, storage volume and
pefmanent slope stabilization shall be established by agreement between the HOA and the
Division and shall become an enforceable part of this permit.
Division of Energy, Mneral, and Land Resowoes
Land Quality SwAm—Wimington Regional Ofboe _
127 Cardinal Drive Extension. Wifmingtar, North Cardin 28405 • (910) 7W72151 Fax [phone]

State Stormwater Management Systems
Permit No. SW8.921115
.::,
This permit shall be effective from the date of issuance until May 22, 2022, and shall be
subject to the conditions and limitations as specified therein. Please pay special
attention to the conditions listed in this permit regarding the Operation and Maintenance
of the BMP, recordation of deed restrictions,. certification of the BMP, procedures for
changing ownership, transferring the permit, and renewing the permit.. Failure to
establish an adequate system for operation and maintenance of the stormwater
management system, to record deed restrictions, to certify the BMP's, to transfer the
permit,.or to renew the permit, will result in future..compliance problems.
This Permit is issued with Wedgefield's consent to and knowledge of its terms subject to
the dissolution of the Consent Judgment hereinabove referenced. Wedgefield reserves
its right to initiate a.contested case in the Office of Administrative Hearings (OAH) in
accordance with Chapter 150B of the North Carolina General Statutes for any Notice of
Violation issued by DENR after the. date of issuance of this Permit. Should it be.
necessary to request a contested case hearing, the'permittee may file a written petition
with the (OAH). The written petition must conform to Chapter 150E of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of
receipt of the Notice of Violation letterfrom the Division. You must contact the OAH
with all questions regarding the:filing fee (if a filing fee is required) and/or the details of
the filing process at 6714 Mail Service Center; Raleigh, NC 27699-6714, or via
telephone at 919-431-3000; or visit their website at www.NdOAH.com.
If you have any questions, or need additional information concerning this matter, please
contact Linda Lewis at [phone].
r1
Sincerely, r
An Tracy E..Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/arl: G:1WQ1Shared1StormwateAPermits & ProjecW19921921115 HD12014 01, permit 921115
cc: Donald Laton, Assistant Attorney General, NCDOJ
Brian Geschickter for Wedgefield HOA
Charles Meier, Marshall, Williams & Gorham, LLP for Crosswinds HOA
Clay Collier, Crossley McIntosh & Collier for B&D Development
New Hanover County Building Inspections
City of Wilmington Public Services
Beth E. Wetherill, New Hanover County Engineering
Wilmington Regional Office Stormwater File
Page 2 of 11

State Stormwater Management Systems
Permit No. SW8 921115
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
- c
STATE STORMWATER MANAGEMENT PERMIT u. r_
" AI I
HIGH DENSITY SUBDIVISION DEVELOPMENT
WITH A WET DETENTION POND ; � ; � !1 � - �' f P
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
5�1j
PERMISSION IS HEREBY GRANTED TO
Wedgefreld at Crosswinds South HOA, Inc..
Wedgefield at Crosswinds South Subdivision 'N
South College Road and WedgeWd Drive, Wimington, New Hanover County
FOR THE
co 'on of 'it -upon areas w runo to be tre one 1 onsite wet detention
and the rant Po Brat an mairlta n Wed efiel at C
nc, erea er 'We fie or a m► • an r e cons ruction o
upon areas runoffto e i e earPondy, Rta.,,
o e an mai rosswinds HOA Inc., under the terms and conditions set
forth in the latest version of Pe o. 30710; in oompliance with the Provisions
of 15A NCAC 2H.1000 (hereafter referred to as the °stomnvaterrtrlesl, and in
accordance with the June 5, 2007, Consent Judgment, and the approved stormwater
management plans and specifications and other supporting documentation as attached
and on file with and approved by the Division and considered a part of this permit.
The terms and conditions of this permit shall survive the dissolution of the Consent
Judgment. This permit shall be effective from the date of issuance until May 22, 2022,
and shall be subject to the following specified conditions and limitations:
1. DESIGN STANDARDS
2.
0
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
The overall tract built -upon area percentage for the project must be maintained at
r below 0%per the requirements of Section .1005 of the stormwater rules.
re su arises �€tr�5i o o , each limited to a maximum amount of
built -upon a�sia r u i, pots i-or spawn on the April 29 1993 approve plans for P
The
930710, is
square
are
Page 3 of 11

State Stormwater Management . ag Systems
Permit No. SW8 921115
U
This Permit allows for the treatment of runoff from the built -upon areas of this
subdivision in two (2) different permitted stormwater BMP's. Section 1.7 of this
permit describes the design parameters of the permitted onsite wet detention
pond. The design parameters of the offsite wet detention pond are described
in permit number SW8 930710, issued to Crosswinds HOA, Inc. The
approved plans contain a "drainage area map" which shows the specific
drainage area of Wedgefield at Crosswinds South Subdivision to each pond.
This modified and transferred permit covers the original 37 lots permitted as
Crosswinds South under SW8 921115 and the 39-lot extension permitted as
Wedgefield at Crosswinds South under SW8 960317. This permit combines and
consolidates the referenced permits into one permit under SW8 921115,
combines the ap roved plan sets into one approved plan set under SW8 92111E
and rescinds S08 960317. For purposes of this permit, all 76 lots are considerei
as part of the project called "Wedgefield at Crosswinds South". The runo
16 of the orioinal-37 Crosswinds South lots and a oortion of the ad is treated i
and
6. Approved plans, specifications and mutual agreements between the permittee
and the Division for this project, are incorporated by reference and are
enforceable parts of the permit. Future milestones regarding sediment removal,
slope repair, the provided amount of permanent pool surface area, the provided
amount of temporary pod volume and permanent slope stabilization shall be
established by agreement between the permittee and the Division, and shall
become an enforceable part of this permit.
7. The following design elements have been permitted for the onsite wet detention
pond stormwater facility, a.k.a. the Front: %nd;-m xl WCr"st be provided in the
system at all times. These design elements are consistent with the terms of the
Consent Judgment.
El
ra
C.
d.
e.
f.
h.
i.
I.
M.
n'
o.
p-
[Q
Drainage Area, acres:
Onske, acres:
Offsite, acres: 2�
Total Impervious Surfaces, P?:
Road, fe:
Offsite, f?:
Pond Design Depth, feet:
TSS removal efficiency:
Design Storm:
Permanent Pool Elevation, FMS :
Permitted Surface Area (d PP f�
Permitted Storage Volume, ft3:
Storage.Elevation, FMSL:
ControRing Orifice:
Permanent Pool Volume, fis:
Forebay Volume, ft3:
Maximum Fountain Horsepower:
Receiving Stream / River Basin:
Stream Index Number.
Classification of Water Body:
stormwater system must be
5.66 _
<:1:22— S
4.44 (Crosswinds Section 11) j�v1�n
5.66
53,143
193,406 (Crosswinds Section 11)
5.0
85%
1 inch
22.0
to be determined by future agreement
to be determined by future agreement
23.3
Meyers S-25 (28 gpm@2' TDH)
n/a
n/a
n/a
Mott Creek / CPF17
18-82
C Sw"
a 30'
The
Page 4 of 11

State Stormwater Management Systems t
Permit No. SW8 921115
It. SCHEDULE OF COMPLIANCE
1. The permittee shall obtain an estimate of the depth of the accumulated sediment
in the pond. If the sediment has accumulated to a point such that the pond depth
is four feet or less, the permittee shall enter into an agreement with DEMLR
regarding the time frame for removing the accumulated sediment such that the
pond's design depth is restored to 5 feet. Along with or subsequent to the
removal of the accumulated sediment, the permittee shall enter into an
agreement with the Division to stabilize the side slopes of the Front Pond as per
the Consent Judgment, and to provide as much permanent pool surface area as
reasonably possible, given the physical constraints. The permittee shall then
submit a permit modification and revised plans to the Division reflecting the
permanent pool surface area and temporary pool storage volume that have been.
provided.
2. No person or entity shall fill in, alter, or pipe any drainage feature (such as
swales), shown on the approved plans as part of the stormwater management
system, unless and until a revision to the permit is submitted to and approved by
the Division.
3. i4Jl of the lots in the subdivision are built ort, The permittee shall not be held
responsi6fe o er xisfmg ui -upon area overages on the lots. However, the
permittee shall make ongoing efforts as time and finances allow, to identify and
document all such overages on the lots. The Division may or may not take action
against the individual lot owners for those overages.
4. From the issue date of this permit forward, the permittee shall monitor the project
on a routine basis to ensure that all lots maintain compliance with the maximum
permitted built -upon area limit for that lot. Due to construction which deviates
from the April 29, 1993 approved plans, neither the Wedgefield Front Pond nor
the Crosswinds Rear Pond has a sufficient amount of surface area to justify any
increases in the maximum allowed per lot built -upon area.
5. From the issue date of this permit forward, the permittee shall review all
proposed modifications and additions to the existing lots within the Wedgefield at
Crosswinds South Subdivision for compliance with the built -upon area limit. The
permittee shall not approve any proposed lot plan additions or modifications if the
maximum BUA limit established by this permit for that lot is exceeded. The
permifee shall notify the Division and shall take such measures as are allowed
by the Declaration of Covenants and Restrictions or by law to prevent the lot
owner from constructing such non -compliant improvements and modifications.
Any approvals granted by the permittee for any lot addition or modification that
results in an overage of the permitted maximum BUA for that lot, will require that
the permittee submit a modification to this permit and propose the necessary
Improvements such that the permitted BMP meets the current stormwater rules.
6. The Division will take no action against the permittee for existing non -
compliances, as identified in the Consent Judgment which is attached hereto and
made an enforceable part of this permit, which are a part of or caused by the
original construction, including the deficient permanent pool surface area in the
pond. From the issue date of this permit forward, the Director may notify the
permittee when the permitted site does not meet one or more of the minimum
requirements of the modified permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of
revised plans and certification in writing to the Director that the changes have
been made.
D1-51 fi)
= S,a
Page 5 of 11

"State Stormwater Management Systems ./
Permit No. SW8 9211154c�
Q Rr L y
7. The permittee and the Division acknowledge that the rant Pond was not built jU�iv<c
e 29 199 on the subsequent
approval of new grading p ans for the pon subject to the terms of the Consent
Judgment, the permittee shall ensure that the stormwater management system is
modified, constructed and maintained per those approved plans.
8. rl The runoff1Qm.all bsriliuoon area in Wedgefeld that is within the
drainage areaary of a er the onsite Front Pond or the offs
must be directed into the appropriate stormwa er pond.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Further subdivision, acquisition, or sale of any part or all of the project
area.
C. The addition of built -upon that is in excess of the permitted maximum for
that pond.
C. Alteration of any pipe or vegetative conveyance shown within the permit
boundary on the approved plan. Routine maintenance such as sediment
removal and mowing, removal of obstructions within the pipes and/or
replacement of any damaged pipes do not require a permit modification.
10. The Director may determine that other revisions to the project should require a
modification to the permit. At no time shall the permittee be required to perform
any work that is contrary to the terms of the Consent Judgment, which is
attached hereto and made an enforceable part of this permit.
11. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
have been recorded showing all such required easements, in accordance with
the approved plans.
12. Following notification to DEMLR that the approved modifications to the BMP
have been completed as per the terms of a future agreement between DEMLR
and the permittee, the permittee shall submit a certification from an appropriate
designer for the system installed certifyingthat this facility has been restored per
the approved plans and per the terms of the agreement reached between the
permittee and the Division.
13. The permittee shall at all times follow the approved Operation and Maintenance
Agreement and provide the operation and maintenance necessary to assure that
all components of the permitted stormwater system function at design condition.
The approved Operation and Maintenance Agreement outlines the necessary
maintenance items and required maintenance intervals. The on -site runoff
collection system of catch basins, piping, ditches and swales must also be
maintained such that the one (1) inch runoff volume is adequately conveyed to
the approved BMP(s).
14. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DENR. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
15. The permittee shall assure that permanent access to the permitted BMP
components, including the collection system, is provided via recorded
easements, common areas or public rights -of -way. All such easements,
common areas and rights -of -way currently appear on the recorded plats.
Fr`aa
/GI,r
Page 6 of 11

State Stormwater Management Systems
Permit No. SW8 921115
16. Each lot is limited to a maximum amount of built -upon area as specified below.
Deed restrictions limiting the amount of built -upon area on each lot have been
recorded and currently provide that the maximum built -upon area per lot is as
follows: /1,42,10-<- �3.P'5° 0` t 7,�72Acref
Lots 1-37 @4,500 square feet and Lots 201-239 @4,300 square feet, I 2✓do(f
This allotted amount includes any built -upon area constructed within the lot 013A *
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, _ 1 p4 4 •f
structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking - ' u4
areas, but does not include raised, open wood decking, or the water surface of
swimming pools. fie
17. The State of North Carolina is made a third -party beneficiary of the covenants to
the extent necessary to maintain compliance with this Stormwater Management
Permit.
18. The Declaration of Restrictions and Protective Covenants are to run with the land
4
and be binding on all persons and parties claiming under them. 7 j, �j , 4
19. The recorded covenants pertaining to stormwater may not be altered or
rescinded without the express written consent of the State of North Carolina,
Division of Energy, Mineral and Land Resources.
20. Permanent seeding requirements for the stormwater control must follow the 1-3-7 16 6i
guidelines established in the North Carolina Erosion and Sediment Control 2a1-7 '? "7 7
Planning and Design Manual. These guidelines assist in the selection of a
suitable grass type that will perform the best for a particular use, the best planting o '
time, soil amendments, fertilizer needs, mulch and watering. �3 F 2 4
21. The facilities shall be constructed in accordance with the conditions of the Yx 42 - 1
Consent Judgment, the conditions of this permit, the approved plans and 2? I? 5
specifications, and other supporting data. q
Ill. GENERAL CONDITIONS ' TI ej
9
3.
4.
Wedgefield has not been able to fully comply with all the terms of the Consent
Judgment, namely, the requirement to remove sediment and the requirement to
restore the front pond banks, therefore, Wedgefield and the Division have agreed
to make the terms of the Consent Judgment a part of this permlt and Wedgefield
has agreed to accept the transferred permit and abide by the conditions therein.
Wedgefield shall remove silt from the Front Pond to restore its depth, as near to
the original plan as practicable.
Wedgefield shall perform the work on the front pond with a backhoe and shall
only be required to remove the sediment from the interior of the pond to restoi
thqjilwes_Qnjh_e_south bank and north bank to as close as a 3:'1 ratio as
south and north banks' slope.
restore the slope on the west
Page 7 of 11

State Stormwater Maiiagern i Systems
Permit No. SW8 921115
5. Any action by Wedgefield is contingent upon the NC DOT granting a permanent
access and maintenance easement to the front pond. Any action by Wedgefield
is further contingent upon Wedgefield being able to construct permanent access
from Hi hway 132 to the front pond for no more than $2500.00. DWQ (now
DEMLRI and Wedgefield shall negotiate an appropriate schedule for completion
of the work.
.,6,. r:,; .<ppon,completion of the pond excavation, Wedgefield shall clear; reseed and
establish a permanent groundcover on the banks surrounding the front pond
permitted under [SW8] 921115 from the water line to the top of the slope of said
banks.
7. The Plaintiff [the Division] shall, to the extent required by the North Carolina
General Statutes and any rules promulgated there under authorize, grant and
provide any and all permits, if necessary, required for Wedgefield, at no cost to
perform the activities which are referenced herein and agreed upon by the
parties. All activities undertaken pursuant to the Consent Judgment are deemed
by agreement of the parties to be maintenance which will not require the
application for, or issuance of, any permits by the plaintiff.
8. Wedgefield is required to maintain the Front Pond in compliance with this permit,
as modified by the Consent Judgment.
9. This permit is not transferable to any person or entity except after notice to and
e
apppproval by the Director. The pennittee shall submit a completed and signed
Name/Ownrship Change Form, accompanied by the supporting documentation
as listed on the form, to the Division of Energy, Mineral and Land Resources at
least 60 days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made
subject to the recorded deed restrictions;
b. Bankruptcy;
e. Foreclosure;
d. Dissolution of the partnership or corporate entity;
e. A name change of the current permittee;
f. A name change of the project;
g. A mailing address change of the permittee;
10. Any individual or entity found to be in noncompliance with the terns, conditions
and limitations of a stormwater permit or the stornwater rules, is subject to
enforcement action in accordance with the provisions of North Carolina General
Statute 143, Article 21.
11. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves a request to transfer the
permit.
12. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal), which have jurisdiction.
13. In the event that the restored facilities fail to perform satisfactorily the Permittee
shall take immediate corrective action, including those as may be required by this
Division, such as the construction of additional or replacement.stormwater
management systems.
Page 8 of 11

State Stormwater Management Systems
Permit No. SW8 921115
14. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
15. Permittee grants permission to staff of DEMLR to access the property for the
purposes of inspecting the stormwater facilities during normal daytime business
hours.
16. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
17. The permittee shall submit a request to renew the permit at least 180 days prior
to the expiration date of this permit. The request shall include a completed
renewal application and fee.
Permit modified, transferred and reissued this the 22nd day of May 2014.
NORTH CAROLINA NVIRONMENTAL MANAGEMENT COMMISSION
�WTracy E. Davis, .E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 921115
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Page 9 of 11

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STORMWATER RETENTION POND STORAGE
WEDGEFIELD AT CROSSWINDS SOUTH, HOA
POND / COMMON AREA WEDGEFIELD AT CROSSWINDS SOUTH
PARCEL ID # R07114-005-011-000 DEED BOOK 5189 PAGE 930 MAP BOOK 33 PAGE 240
WILMINGTON TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
15,154 sq.ft. (SURFACE AREA CONTOUR 23.3')
+ 13,104 sq.ft. (SURFACE AREA CONTOUR 22.0')
28,258 sq.ft. /2=14,129 x 1.3' = 18,367.70 Cubic feet STORAGE
cam``&.'Xj� RO,''��%
S E A L
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WEDGEFIELD HOME OWNERS ASSOCIATION STUDY
NEW HANOVER COUNTY, N. C.
WEDGEFIELD at CROSSWINDS SOUTH SUBDIVISION
Korean La Rose, Agent
t �Eu�fE EAPR 17 2019
oy:=.
STUDY AND HYDRAULIC ANALYSES PERFORMED BY: LLOYD A. TYNDALL, P.E.
LLOYD A. TYNDALL, PROFESSIONAL ENGINEER,
NORTH CAROLINA LICENSE -- P.E. 4848 -- R.L.S. 871
234 WINDEMERE ROAD
WILMINGTON, NORTH CAROLINA 28405-4026
APRIL [1, 2019
\�1111111//i
4 8 E A L r
4848
1 ����(O•�`OIN�E,��Q•���'

ENGINEERING CERTIFICATION
--------------------------
THIS IS TO CERTIFY THAT I AM A DULY QUALIFIED ENGINEER LICENSED TO PRACTICE
PROFESSIONAL ENGINEERING IN THE STATE OF NORTH CAROLINA.
IT IS TO FURTHER CERTIFY THAT THE ATTACHED TECHNICAL DATA SUPPORTS THE FACT
THAT THE EXISTING CONSTRUCTION/INSTALLATION OF STORAGE AREAS/PUMPS/CONCRETE
INLET & SPILLWAY/CORRUGATED METAL PIPE SPILLWAY AND MAINTENANCE OF THE FACILITY
MEETS THE "1.0" RUNOFF/ STORAGE STANDARD" AND ALSO MEETS THE "1.5" RUNOFF/
STORAGE STANDARD" BASED ON TOPOGRAPHIC MAP WITH SPOT SHOTS BASED ON STATE OF
NORTH CAROLINA's LIDAR SURVEY AND PHYSICAL MEASUREMENTS AT THE SITE.
EVEN THOUGH THE SITE WAS ORIGINALLY DESIGNED TO MEET THE "1.0" RUNOFF/STORAGE
STANDARD" IT SHOULD BE NOTED THAT AFTER "HURRICANE FLORENCE—WITH 30 INCHES
RAINFALL AND ESTIMATED IN EXCESS OF 24 INCHES RUNOFF —THE HURRICANE FLORENCE
HIGH WATER MARK AT THE "FRONT POND" WAS ELEV. 24.2' WHICH IS ABOUT THE SAME AS
THE "1.5" THEORETICAL DESIGN. THE WEDGEFIELD HOMEOWNERS ASSOCIATION HAS
INSTALLED AND MAINTAINED A FACILITY SUCH THAT NO REPORTED "FLOODING OF HOMES
OCCURRED INSIDE THE WEDGEFIELD HOMEOWNERS ASSOCIATION TERRITORY DURING THE
HURRICANE FLORENCE—THEREFORE THE ONLY CONCLUSION I CAN MAKE IS THAT THIS
CONSTRUCTION/INSTALLATION OF STORAGE AREAS/CONCRETE INTAKE & SPILLWAY, PUMPS
/CORRUGATED METAL PIPE SPILLWAY AND MAINTENANCE OF THE FACILITY MEETS THE "1.0"
RUNOFF AND THE 1.5" RUNOFF STORAGE REQUIREMENTS.
A PRIL I
2019 L YYDAATYALL, P.E.
PROFESSIONAL ENGINEER
SEAL: 234 WINDEMERE ROAD
WILMINGTON, N.C. 28405-4026
2

1. THIS STUDY AND ANALYSES WERE PERFORMED IN COMPLIANCE WITH THE FEDERAL
EMERGENCY MANAGEMENT AGENCY'S (FEMA) "PROCEDURES FOR NO -RISE CERTIFICATION FOR
PROPOSED DEVELOPMENTS IN REGULATORY FLOODWAYS" DATED JANUARY 2004 AND THE STATE
OF N.C.'s DIVISION OF ENERGY, MINERAL AND LAND RESOURCES STANDARDS FOR "WET
DETENTION PONDS". THESE PROCEDURES REQUIRE THAT THE CERTIFICATION BE SIGNED
AND SEALED BY A PROFESSIONAL ENGINEER AND BE SUPPORTED BY TECHNICAL DATA.
2. IN ACCORDANCE WITH THE ABOVE CITED PROCEDURES THE FOLLOWING DATA IS
FURNISHED TO SUPPORT THE CERTIFICATION THAT THE WEDGEFIELD HOMEOWNERS
ASSOCIATION (EXISTING 4/2/2019) "FRONT POND WPD" MEETS THE N.C. DEMLR STANDARDS
AND REQUIREMENTS FOR "WET DETENTION PONDS" OF 1.0 AND 1.5 INCHES RUNOFF FROM
THE "WEDGEFIELD HOMEOVERS ASSOCIATION LANDS"-- FURNISHED BY LLOYD A. TYNDALL,
P.E., N.C. LICENSE # P.E. 4848.
3. -- CURRENT EFFECTIVE MODEL -- DATA FOR THE "CURRENT EFFECTIVE MODEL"
WAS FURNISHED BY THE WEDGEFIELD HOA-INCLUDED NCDNER LETTER dated 5/22/2014 TO
HOA AND COPY OF STATE STORMWATER MANAGEMENT PERMIT #swb921115 (11 PAGES) WHICH
INCLUDED ORIGINAL DESIGN OF THE "FRONT POND WDP".
4. -- EXISTING CONDITIONS MODEL -- A LIDAR SURVEY OF THE WEDGEFIELD
SUBDIVISION WAS MADE BY PARKER & ASSOCIATES, SURVEYORS -A SEALED COPY OF THE
LIDAR SURVEY INCLUDING THE "FRONT POND" TO A ONE -FOOT CONTOUR WITH INDIVIDUAL
SHOTS TO 0.1' AND THE CENTERLINE OF THE ROAD AT 0.0l'-THE INDIVIDUAL SHOTS
SHOWN IN RED ON THE LIDAR SURVEY MAP -COPY INCLUDED WITH THIS STUDY. THE LIDAR
SURVEY OF THE "FRONT POND" WAS USED TO DETERMINE THE STORAGE CAPACITY OF THE
"FRONT POND" TO THE NEAREST 100 CUBIC FEET OF STORAGE. THE LIDAR MAP WAS
PLANIMETERED. FIRST, THE PLANIMETER WAS TESTED TO ASSURE ACCURACY -FOUND
99.1/1008, THEN THAT PLANIMETER WAS USED TO DETERMINE THE STORAGE SQUARE INCHES
FOR EACH FOOT STORAGE STARTING AT ELEVATION 21.0-AFTER MEASURING THE SQUARE
INCHES, THEY WERE CONVERTED TO SQUARE FOOTAGE BASED ON THE SCALE OF THE MAP -
THEN EACH FOOT ELEVATION OF THE POND STORAGE WAS DETERMINED AND A STAGE/STORAGE
CURVE DEVELOPED TO SO THAT THE APPROXIMATE ELEVATION OF THE 1.0 AND 1.5 INCHES
STORAGE ELEVATIONS COULD BE DETERMINED -THAT STAGE/STORAGE CURVE IS INCLUDED
WITH THIS STUDY.
-------------- FOUND ------- FRONT POND WPD ----------------------------
ELEVATION SQUARE FOOTAGE CUBIC FOOTAGE STORAGE
21 0 12,900 assumed 0
22.0 20,700 16,800
23.0 31,600 26,150
24.0 45,700 38,650
25.0 62,850 54,800
ELEV. 23.1-------- 27,850 cu.ft. STORAGE---- 1.0 INCHES RUNOFF
ELEV. 24.2-------- 41.,775 cu.ft. STORAGE---- 1.5 INCHES RUNOFF
ELEV. 25.1------- 55,700 cu.ft. STORAGE---- 2.0 INCHES RUNOFF
- NOTE -- HURRICANE FLORENCE-RAI N FALL = 30"--RUNOFF ESTIMATED 24"
HURRICANE FLORENCE FLOOD HIGH WATER MARK AT "FRONT POND" = ELEV. 24.6' navd88
---- CONCLUSION - "FRONT POND WPD" MEETS AND EXCEEDS STATE STANDARD
3

ATTACHMENTS
1. --- AERIAL MAP OF CROSSWINDS SOUTH SUBDIVISION ---------
EXHIBIT A
2. --- LIDAR TOPOGRAPHIC MAP -CROSSWINDS SOUTH SUBD.--------
EXHIBIT B
3. -----LIDAR TOPOGRAPHIC MAP -"FRONT POND WPD" WITH PLANIMETRY
& CALCULATIONS --ACCUMULATED STORAGE/RUNOFF DATA----------
EXHIBIT C
4 ----- STAGE STORAGE CURVE & DATA -------------------------EXHIBIT
D
5. ---- N.C.DEPT.ENV.& NAT.RESOURCES LETTER with attachments
dated MAY 22, 2014----------------------------------
EXHIBIT E
4

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DepartmentTA
HCOMR
North Carolina
eso
Pat McCrory
Governor
May 22, 2014
Koreen LaRose, President
Wedgefield at Crosswinds South HOA, Inc.
PO Box 15436
Wilmington, NC 28480
John E. Skvarla, III
Secretary
Subject: Consolidation and Transfer of Stormwater Permits
SW8 921115 and SWB 960317
Crosswinds South and Wedgefield at Crosswinds South Subdivision
High Density Subdivision with a Wet Detention Pond / Offsits
New Hanover County
Dear Ms. LaRose:
Effective August 1, 2013 the State Stormwater program has been transferred from the Division
of Water Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR).
Please note that this permit will now reference DEMLR as the Division responsible for
issuance of the permit L i a oq
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources
received the completed and signed Name/Ownership Change form regarding the consolidation
and transfer of Stormwater Management Permits SW8 921115 for Crosswinds South and SW8
960317 for Wedgefield at Crosswinds South, on December 4, 2013. Staff review of the
documentation has determined that this permit transfer will comply with the water quality
standards codified at 15A NCAC 02H.1000. The two permits, SW8 921115 and SW8 960317,
have been combined into one permit, and will use the existing permit number SW8 921115,
which Is hereby transferred effective May 22. 2014, to the Wedgefield at Crosswinds South
HOA, Inc., (hereafter, 'Wedgefield" orpenniftee7 for the construction of the associated built -
upon areas, a restoration of the ""Front Pond" BMP per agreement between the HOA and
the Division, and for the connau maintenance o e rout Pond Stormwater Permd3`9G8
This permit contains conditions that will allow the Division of Energy, Mineral and Land
Resources (hereafter, DEMLR or the Division), to move to dissolve the June 5, 2007 Consent
Judgment (hereinafter, 'Consent Judgment °) The terms and conditions specified in the "Order"
section of the Consent Judgment are included in Section III of this permit, and are an
enforceable part of this permit, upon the issuance of this permit to Wedgefield. The Division
will take no action against Wedgefield for existing non -compliances as identified in the Consent
Judgment that are a part of or caused by the original construction. This includes any existing
built -upon area overages on the lots and the deficient permanent pool surface area in the
pond. The permit conditions contained in this modified permit have been made more specific
to eliminate any ambiguity or confusion, but are not more stringent. Future milestones
regarding sediment removal, slope repair and regrading, surface area, storage volume and
permanent slope stabilization shall be established by agreement between the HOA and the
Division and shall become an enforceable part of this permit.
Dlfton of y, Mneral, and larW Resources
127 Cardural Drive Extension, imin dwi�ty� - VA�ngm ftional Ofte
9tm North Cardin 28405 • [phone] 1 Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 921115
This permit shall be effective from the date of issuance until May 22, 2022, and shall be
subject to the conditions and limitations as specified therein. Please pay special
attention to the conditions listed in this permit regarding the Operation and Maintenance
of the BMP, recordation of deed restrictions, certification of the BMP, procedures for
changing ownership, transferring the permit, and renewing the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater
management system, to record deed restrictions, to certify the BMP's, to transfer the
permit,. or to renew the permit, will result in future compliance problems.
This Permit is issued with Wedgefield's consent to and knowledge of its terms subject to
the dissolution of the Consent Judgment hereinabove referenced. Wedgefield reserves
its right.to initiate a contested case in the Office of Administrative Hearings (OAH) in
accordance with Chapter 150B of the North Carolina General Statutes for any Notice of
Violation issued by DENR after the date of issuance of this Permit. Should it be
necessary to request a contested case hearing, the permittee may file a written petition
with the (OAH). The written petition must conform to Chapter 150B of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of
receipt of the Notice of Violation letter from the Division. You must contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of
the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via
telephone at 919431-3000, or visit their website at www.NCOAH.com.
If you have any questions, or need.additional information concerning this matter, please
contact Linda Lewis at (910) 79677215.
Sincerely, r .n
kn Tracy E. Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/arl: G:1WWhared%tormwateOermits & Projects11992T21115 H012014 01 permit 921115
cc: Donald Laton, Assistant Attorney General, NCDOJ
Brian Geschickter for Wedgefield HOA
Charles Meier, Marshall, Williams & Gorham, LLP for Crosswinds HOA
Clay Collier, Crossley McIntosh & Collier for B&D Development
New Hanover County Building Inspections
City of Wilmington Public Services
Beth E. Wetherill, New Hanover County Engineering
Wilmington Regional Office Stormwater File
Page 2 of 11

State Storwater Management Systems
Permit No. SW8 921115
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND
STATE STORMWATER MANAGEMENT PERMIT.
HIGH DENSITY SUBDIVISION DEVELOPMENT
WITH A WET DETENTION POND
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
—�• ,1f�'
}ems%
Fi,�;
�� f = r,
Wedgereld at Crosswinds South HOA, Inc.
r ,
Wedgefield at Crosswinds South Subdivision
.r rJ/
South College Road and Wedgefield Drive, Wimington, New Hanover County
FOR THE
wetde reten�—lion F „A-
VIIV-
nc, erea er °We fie or ►m ee an r e cons ruction of
upon areas w runoff to e i e ear i'onRom. ,
o an ma rosswinds HOA Inc., under the terms and conditions set
forth in the latest version o Pe o. 30710; in compliance with the provisions
of 15A NCAC 2H.1000 (hereafter referred to as the °stom►waterrules'�, and in
accordance with the June 5, 2007, Consent Judgment, and the approved stormwater
management Plane and specifications and other supporting documentation as attached
and on file with and approved by the Division and considered a part of this permit.
The terms and conditions of this permit shall survive the dissolution of the Consent
Judgment. This permit shall be effective from the date of issuance until May 22, 2022,
and shall be subject to the following specified conditions and limitations:
1. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. The overall tract built -upon area percentage for the project must be maintained at
r below %per there uirements ?ved
ection .1005 o�the stormwater rules.
e su iv y o each limited to a maximum amount of
built-uppon a o - on the April 29 1993 a Ins for P
SWS 921115 are limi a squareeteach. ots 201-
239se ay 8 1�98 appplans for S t30317 are lima
maximum BUA o square ee ea
3. The built-u ed for Wedgefield that will be treated b the offsite
Crosswinds "Rem=under ormwa er anagemen ermit o. 8e D�
930710, is 373,37 a feet. 7`
Page 3 of 11

State Storwater Management Systems
Permit No. SW8 921115
4. This permit allows for the treatment of runoff from the built -upon areas of this
subdivision in two (2) different permitted stormwater BMP's. Section 1.7 of this
permit describes the design parameters of the permitted onsite wet detention
pond. The design parameters of the offsite wet detention pond are described
in permit number SW8 930710, issued to Crosswinds HOA, Inc. The
approved plans contain a "drainage area map" which shows the specific
drainage area of Wedgefield at Crosswinds South Subdivision to each pond.
5. This modified and transferred permit covers the original 37 lots permitted as
Crosswinds South under SW8 921115 and the 39-lot extension permitted as
Wedgefield at Crosswinds South under SW8 960317. This permit combines and
consolidates the referenced permits into one permit under SW8 921115.
combines the approved plan sets into one approved plan set under SW8 92111E
and rescinds SW8 960317. For purposes of this permit, all 76 lots are consideret
as part of the project called `Wedgefield at Crosswinds South". The runoff
16 of the orioinaL3ZCrosswinds South Lots and a portion of the rna ids treat ib
and
6. Approved plans, specifications and mutual agreements between the permittee
and the Division for this project, are incorporated by reference and are
enforceable parts of the permit Future milestones regarding sediment removal,
slope repair, the provided amount of permanent pool surface area, the provided
amount of temporary pool volume and permanent slope stabilization shall be
established by agreement between the permittee and the Division, and shall
become an enforceable part of this permit.
7. The following design elements have been permitted for the onsite wet detention
pond stormwater facility, a.k.a. the. Front,t'ond; andli%bk be provided in the
system at all times. These design -elements are consistent with the terms of the
Consent Judgment. ram!` P sA
a.
L-1
C.
d.
e.
f.
h.
i.
M.
n.
o.
p-
13
Drainage Area, -acres:
Onsite, acres:
Offsite, acres:
Total impervious Surfaces, ft2:
Road, ft2:
Offske, ft2:
Pond Design Depth, feet:
TSS removal efficiency:
Design Storm:
Permanent Pool Elevation, FMSI-:
Permitted Surface Area @PPS ft`
Permitted Storage Volume, It
Storage Elevation, FMSL:
Controlling Orifice:
Permanent Pool Volume, f0:
Forebay Volume, ft3:
Maximum Fountain Horsepower:
Receiving Stream / River Basin:
Stream Index Number.
Classification of Water Body:
stormwater system must be
5.66.
I
4.44 (Crosswinds Section II)
5.66
53,143
193,406 (Crosswinds Section 11)
5.0
85%
1 inch
22.0
to be determined by future agreement
to be determined by future agreement
23.3
Meyers S-25 (28 gpm@2' TDH)
n/a
n/a
n/a
Mott Creek / CPF17
18-82
"C Sw"
with a 30' wcietated filter. The
Page 4 of 11

State Stornwater Management Systems
Permit No. SW8 921115
II. SCHEDULE OF COMPLIANCE
1. The the depth the
permittee shall obtain an estimate of of accumulated sediment
in the pond. If the sediment has accumulated to a point such that the pond depth
is four feet or less, the permittee shall enter into an agreement with DEMLR
regarding the time frame for removing the accumulated sediment such that the
A
pond's design depth is restored to 5 feet. Along with or subsequent to they
removal of the Sccumulated sediment, the permittee shall enter into an
�eSi�u
agreement with the Division to stabilize the side slopes of the Front Pond as per
the Consent Judgment, to
and provide as much permanent pool surface area as
reasonably possible, given the physical constraints. The permittee shall then
submit a permit modification and revised plans to the Division reflecting the
permanent pool surface area and temporary pool storage volume that have been
provided.
2. No person or entity shall fill in, alter, or pipe any drainage feature (such as
swales), shown on the approved plans as part of the stormwater management
system, unless and until a revision to the permit is submitted to and approved by
the Division.
3. `All of the lots in the subdivision are built on The permittee shall not be held
response a or existing ui -upon area overages on the lots. However, the
permittee shall make ongoing efforts as time and finances allow, to identify and
document all such overages on the lots. The Division may or may not take action
against the individual lot owners for those overages.
4. From the issue date of this permit forward, the permittee shall monitor the project
on a routine basis to ensure that all lots maintain compliance with the maximum
permitted built -upon area limit for that lot. Due to construction which deviates
from the April 29, 1993 approved plans, neither the Wedgefield Front Pond nor
the Crosswinds Rear Pond has a sufficient amount of surface area to justify any
increases in the maximum allowed per lot built -upon area.
5. From the issue date of this permit forward, the permittee shall review all
proposed modifications and additions to the existing lots within the Wedgefield at
Crosswinds South Subdivision for compliance with the built -upon area limit. The
permittee shall not approve any proposed lot plan additions or modifications if the
maximum BUA limit established by this permit for that lot is exceeded. The
permittee shall notify the Division and shall take such measures as are allowed
by the Declaration of Covenants and Restrictions or by law to prevent the lot
owner from constructing such non -compliant improvements and modifications.
Any approvals granted by the permittee for any lot addition or modification that
results in an overage of the permitted maximum BUA for that lot, will require that
the permittee submit a modification to this permit and propose the necessary
Improvements such that the permitted BMP meets the current stornwater rules.
6. The Division will take no action against the permittee for existing non -
compliances, as identified in the Consent Judgment which is attached hereto and
made an enforceable part of this permit, which are a part of or caused by the
original construction, including the deficient permanent pool surface area in the
pond. From the issue date of this permit forward, the Director may notify the
permittee when the permitted site does not meet one or more of the minimum
requirements of the modified permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of
revised plans and certification in writing to the Director that the changes have
been made.
Page 5 of 11

State Stonmwater. Management Systems
Permit No. SW8 921115
Q rt�� u y �d
7. The permdtee�and the Division acknowledge that the Front Pond was not built
P �tig� 11C a d o ri129 1993 Unon the subsequent
approval of new grading p ans for the pond subject to the terms of the Consent
Judgment, the permittee shall ensure that the stormwater management system is
modified, constructed and maintained per those approved plans.
8. The runoff ftwm_WI_bujLupkn area in Wedgefield that is within the permitted
-drainage area oundary of ert errthe onsite Front Pond or the offsde Rear Pond
must be directed into the anorooriate stormwa et r nond
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below.
a. Any revision to the approved plans, regardless of size.
b. Further subdivision, acquisition, or sale of any part or all of the project
area.
C. The addition of built -upon that is in excess of the permitted maximum for
that pond.
C. Alteration of any pipe or vegetative conveyance shown within the permit
boundary on the approved plan. Routine maintenance such as sediment
removal and mowing, removal of obstructions within the pipes and/or
replacement of any damaged pipes do not require a permit modification.
10. The Director may determine that other revisions to the project should require a
modification to the permit. At no time shall the permittee be required to perform
any work that is contrary to the terms of the Consent Judgment, which is
attached hereto and made an enforceable part of this permit.
11. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
have been recorded showing all such required easements, in accordance with
the approved plans.
12. Following notification to DEMLR that the approved modifications to the BMP
have been completed as per the terms of a future agreement between DEMLR
and the permittee, the permittee shall submit a certification from an appropriate
designer for the.system installed certifying that this facility has been restored per
the approved plans and per the terms of the agreement reached between the
permittee and the Division.
13. The permittee shall at all times follow the approved Operation and Maintenance
Agreement and provide the operation and maintenance necessary to assure that
all components of the permitted stormwater system function at design condition.
The approved Operation and Maintenance Agreement outlines the necessary
maintenance items and required maintenance intervals. The on -site runoff
collection system of catch basins, piping, ditches and swales must also be
maintained such that the one (1) inch runoff volume is adequately conveyed to
the approved BMP(s).
14. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DENR. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
15. The permittee shall assure that permanent access to the permitted BMP
components, including the collection system, is provided via recorded
easements, common areas or public rights -of -way. All such easements,
common areas and rights -of -way currently appear on the recorded plats.
Page 6 of 11

State Stommater Management Systems
Permit No. SW8 921115
16. Each lot is, limited to a maximum amount of built -upon area as specified below.
Deed restrictions limiting the amount of built -upon area on each lot have been,
recorded and currently provide that the maximum built -upon area per lot is as
follows:
Lots 1-37 @4,500 square feet and Lots 201-239 ®4,300 square feet,
I 11 evdoff
This allotted amount includes any built -upon area constructed within the lot t , 013p,if
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, _ 1 pµ 9 •`f
structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking u
areas, but does not include raised, open wood decking, or the water surface of Rip-k-ir-ir _
swimming pools. ffQ
17. The State of North Carolina is made a third -party beneficiary of the covenants to Q,� ✓
the extent necessary to maintain compliance with this Stormwater Management , _P1
Permit.
18. The Declaration of Restrictions and Protective Covenants are to run with the land
i
and be binding on all persons and parties claiming under them. ?7
i
19. The recorded covenants pertaining to stormwater may not be altered or
rescinded without the express written consent of the State of North Carolina,
Division of Energy, Mineral and Land Resources.
20. Permanent seeding requi1
rements for the stormwater control must follow the l 3� l6 /6
guidelines established in the North Carolina Erosion and Sediment Control zd -2" f — '
Planning and Design Manual. These guidelines assist in the selection of a
suitable grass type that will perform the best for a particular use, the best planting o
time, soil amendments, fertilizer needs, mulch and watering. �31 2 4
21. The facilities shall be constructed in accordance with the conditions of the u2 -
Consent Judgment, the conditions of this permit, the approved plans and Z? y 5
specifications, and other supporting data.
III. GENERAL CONDITIONS gq"' a
2.
0
4
Wedgefield has not been able to fully comply with all the terms of the Consent
Judgment, namely, the requirement to remove sediment and the requirement to
restore the front pond banks, therefore, Wedgefield and the Division have agreed
to make the terms of the Consent Judgment a part of this permit and Wedgefield
has agreed to accept the transferred permit and abide by the conditions therein.
Wedgefield shall remove silt from the Front Pond to restore its depth, as near to
the original plan as practicable.
Wedgefield shall perform the work on the front pond with a backhoe and shall
only be required to remove the sediment from the interior of the r to restore
the slooes prt the -south bank and north bank to as close as a 3.1 ratio as
and north banks' slope.
hall not be-eauked_to restore the slope on the
ratio.
Page 7 of 11

State Stormwater Management Systems
Permit No. SW8 921115
Any action by Wedgefield is contingent upon the NC DOT granting a permanent
access and maintenance easement to the front pond. Any action by Wedgefield
is further contingent upon Wedgefield being able to construct permanent access
from Hi hway 132 to the front pond for no more than $2500.00. DWO (now
DEMLRI and WedgefwId shall negotiate an appropriate schedule for completion
of the work.
6.-.,,,,..Upon completion of the pond excavation, Wedgefieki shall clear, reseed and "
establish a permanent groundcover on the banks surrounding the front pond
permitted under [SW8] 921115 from the water line to the top of the slope of said
banks.
7. The Plaintiff [the Division] shall, to the extent required by the North Carolina
General Statutes and any rules promulgated then: under authorize, grant and
provide any and all permits, if necessary, required for Wedgefield, at no cost to
perform the activities which are referenced herein and agreed upon by the
parties. All activities undertaken pursuant to the Consent Judgment are deemed
by agreement of the parties to be maintenance which will not require the
application for, or issuance of, any permits by the plaintiff.
8. Wedgefield is required to maintain the Front Pond in compliance with this permit,
as modified by the Consent Judgment.
9. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation
as listed on the form, to the Division of Energy, Mineral and Land Resources at
least 60 days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made
subject to the recorded deed restrictions;
b. Bankruptcy;
c. Foreclosure;
d. Dissolution of the partnership or corporate entity;
e. A name change of the current pernittee;
f. A name change of the project;
g. A mailing address change of the pemmittee;
10. Any individual or entity found to be in noncompliance with the terms, conditions
and limitations of a stormwater permit or the stormwater rules, is subject to
enforcement action in accordance with the provisions of North Carolina General
Statute 143, Article 21.
11. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves a request to transfer the
permit.
12. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal), which have jurisdiction.
13. In the event that the restored facilities fail to perform satisfactorily the Permittee
shall take immediate corrective action, including those as may be required by this
Division, such as the construction of additional or replacement stormwater
management systems.
Page 8 of 11

State Stormwater Management Systems
Permit No. SW8 921115
14. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
15. Permittee grants permission to staff of DEMLR to access the property for the
purposes of inspecting the stormwater facilities during normal daytime business
hours.
16. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
17. The permittee shall submit a request to renew the permit at least 180 days prior
to the expiration date of this permit. The request shall include a completed
renewal application and fee.
Permit modified, transferred and reissued this the 22nd day of May 2014.
NORTH CAROLINA
MANAGEMENT COMMISSION
�, i racy t. uavis, r.t., uirector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 921115
� �� Ale,
�, 'l������lrf a
�
37 F 3+ 7,(
1-37 4. S Zor— -
- of , �lr per 4-d /-3'71,, Z
7
�{J2�IC9*i
Page 9 of 11

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NOTES
I. THR 1nLLT n ILM'.11m w eME A
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STORMWATER RETENTION POND STORAGE
WEDGERELD AT CROSSWINDS SOUTH, HOA
POND / COMMON AREA WEDGETTELD AT CROSSWINDS SOUTH
PARCEL ID # R07114-005-011-000 DEED BOOK 5189 PAGE 930 MAP BOOK 33 PAGE 240
WILMINGTON TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
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1.3' = 18,367.70 Cubic feet STORAGE
S E A L
�L L-4528 (�O
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WEDGEFIELD HOME OWNERS ASSOCIATION STUDY
NEW HANOVER COUNTY, N. C.
WEDGEFIELD at CROSSWINDS SOUTH SUBDIVISION
Noreen LaRose, Agent
ECE5VE
APR 1 7 2019
dr;
STUDY AND HYDRAULIC ANALYSES PERFORMED BY: LLOYD A. TYNDALL, P.E.
LLOYD A. TYNDALL, PROFESSIONAL ENGINEER,
NORTH CAROLINA LICENSE -- P.E. 4848 -- R.L.S. 971
234 WINDEMERE ROAD
WILMINGTON, NORTH CAROLINA 28405-4026
APRIL 2019
tail a u/,,
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r ' 848

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ENGINEERING CERTIFICATION
--------------------------
THIS IS TO CERTIFY THAT I AM A DULY QUALIFIED ENGINEER LICENSED TO PRACTICE
PROFESSIONAL ENGINEERING IN THE STATE OF NORTH CAROLINA.
IT IS TO FURTHER CERTIFY THAT THE ATTACHED TECHNICAL DATA SUPPORTS THE FACT
THAT THE EXISTING CONSTRUCTION/INSTALLATION OF STORAGE AREAS/PUMPS/CONCRETE
INLET & SPILLWAY/CORRUGATED METAL PIPE SPILLWAY AND MAINTENANCE OF THE FACILITY
MEETS THE "1.0" RUNOFF/ STORAGE STANDARD" AND ALSO MEETS THE "1.5" RUNOFF/
STORAGE STANDARD" BASED ON TOPOGRAPHIC MAP WITH SPOT SHOTS BASED ON STATE OF
NORTH CAROLINA'S LIDAR .SURVEY AND PHYSICAL MEASUREMENTS AT THE SITE.
EVEN THOUGH THE SITE WAS ORIGINALLY DESIGNED TO MEET THE "1.0" RUNOFF/STORAGE
STANDARD" IT SHOULD BE NOTED THAT AFTER "HURRICANE FLORENCE-WITH 30 INCHES
RAINFALL AND ESTIMATED IN EXCESS OF 24 INCHES RUNOFF -THE HURRICANE FLORENCE
HIGH WATER MARK AT THE "FRONT POND" WAS ELEV. 24.2' WHICH IS ABOUT THE SAME AS
THE "1.5" THEORETICAL DESIGN. THE WEDGEFIELD HOMEOWNERS ASSOCIATION HAS
INSTALLED AND MAINTAINED A FACILITY SUCH THAT NO REPORTED "FLOODING OF HOMES
OCCURRED INSIDE THE WEDGEFIELD HOMEOWNERS ASSOCIATION TERRITORY DURING THE
HURRICANE FLORENCE-THEREFORE THE ONLY CONCLUSION I CAN MAKE IS THAT THIS
CONSTRUCTION/INSTALLATION OF STORAGE AREAS/CONCRETE INTAKE & SPILLWAY, PUMPS
/CORRUGATED METAL, PIPE SPILLWAY AND MAINTENANCE OF THE FACILITY MEETS THE "1.0"
RUNOFF AND THE 1.5" RUNOFF STORAGE REQUIREMENTS.
APRIL I�, 2019
PROFESSIONAL ENGINEER
SEAL:
234 WINDEMERE ROAD
WILMINGTON, N.C. 28405-4026
2

1. THIS STUDY AND ANALYSES WERE PERFORMED IN COMPLIANCE WITH THE FEDERAL
EMERGENCY MANAGEMENT AGENCY'S (FEMA) "PROCEDURES FOR NQ-RISE CERTIFICATION FOR
PROPOSED DEVELOPMENTS IN REGULATORY FLOODWAYS" DATED JANUARY 2004 AND THE STATE
OF N.C.'s DIVISION OF ENERGY, MINERAL AND LAND RESOURCES STANDARDS FOR "WET
DETENTION PONDS". THESE PROCEDURES REQUIRE THAT THE CERTIFICATION BE SIGNED
AND SEALED BY A PROFESSIONAL ENGINEER AND BE SUPPORTED BY TECHNICAL DATA.
2. IN ACCORDANCE WITH THE ABOVE CITED PROCEDURES THE FOLLOWING DATA IS
FURNISHED TO SUPPORT THE CERTIFICATION THAT THE WEDGEFIELD HOMEOWNERS
ASSOCIATION (EXISTING 4/2/2019) "FRONT POND WPD" MEETS THE N.C. DEMLR STANDARDS
AND REQUIREMENTS FOR "WET DETENTION PONDS" OF 1.0 AND 1.5 INCHES RUNOFF FROM
THE "WEDGEFIELD HOMEOVERS ASSOCIATION LANDS"-- FURNISHED BY LLOYD A. TYNDALL,
P.E., N.C. LICENSE B P.E. 4848.
3. -- CURRENT EFFECTIVE MODEL -- DATA FOR THE "CURRENT EFFECTIVE MODEL"
WAS FURNISHED BY THE WEDGEFIELD HOA—INCLUDED NCDNER LETTER dated 5/22/2014 TO
HOA AND COPY OF STATE STORMWATER MANAGEMENT PERMIT Nswb921.115 (11 PAGES) WHICH
INCLUDED ORIGINAL DESIGN OF THE "FRONT POND WDP".
4. -- EXISTING CONDITIONS MODEL -- A LIDAR SURVEY OF THE WEDGEFIELD
SUBDIVISION WAS MADE BY PARKER & ASSOCIATES, SURVEYORS —A SEALED COPY OF THE
LIDAR SURVEY INCLUDING THE "FRONT POND" TO A ONE -FOOT CONTOUR WITH INDIVIDUAL
SHOTS TO 0.1' AND THE CENTERLINE OF THE ROAD AT 0.01'—THE INDIVIDUAL SHOTS
SHOWN IN RED ON THE LIDAR SURVEY MAP —COPY INCLUDED WITH THIS STUDY. THE LIDAR
SURVEY OF THE "FRONT POND" WAS USED TO DETERMINE THE STORAGE CAPACITY OF THE
"FRONT POND" TO THE NEAREST 100 CUBIC FEET OF STORAGE. THE LIDAR MAP WAS
PLANIMETERED. FIRST, THE PLANIMETER WAS TESTED TO ASSURE ACCURACY —FOUND
99.1/100%, THEN THAT PLANIMETER WAS USED TO DETERMINE THE STORAGE SQUARE INCHES
FOR EACH FOOT STORAGE STARTING AT ELEVATION 21.0—AFTER MEASURING THE SQUARE
INCHES, THEY WERE CONVERTED TO SQUARE FOOTAGE BASED ON THE SCALE OF THE MAP —
THEN EACH FOOT ELEVATION OF THE POND STORAGE WAS DETERMINED AND A STAGE/STORAGE
CURVE DEVELOPED TO SO THAT THE APPROXIMATE ELEVATION OF THE 1.0 AND 1.5 INCHES
STORAGE ELEVATIONS COULD BE DETERMINED —THAT STAGE/STORAGE CURVE IS INCLUDED
WITH THIS STUDY.
------------- FOUND ------ FRONT POND WPD ----------------------------
ELEVATION SQUARE FOOTAGE CUBIC FOOTAGE STORAGE
--------- ----------------------------
21.0 12,900 assumed 0
22.0 20,700 16,800
23.0 31,600 26,150
24.0 45,700 38,650
25.0 62,850 54,800
ELEV. 23.1-------- 27,850 cu.ft. STORAGE---- 1.0 INCHES RUNOFF
ELEV. 24.21 ------- 41,775 cu.ft. STORAGE---- 1.5 INCHES RUNOFF
ELEV. 25.1------- 55,700 cu.ft. STORAGE---- 2.0 INCHES RUNOFF
- NOTE -- HURRICANE FLORENCE-RAINFALL = 30"--RUNOFF ESTIMATED 24"
HURRICANE FLORENCE FLOOD HIGH WATER MARK AT "FRONT POND" = ELEV. 29.6' navd88
---- CONCLUSION - "FRONT POND WPD" MEETS AND EXCEEDS STATE STANDARD -
3

0
ATTACHMENTS
1. --- AERIAL MAP OF CROSSWINDS SOUTH SUBDIVISION ---------
EXHIBIT A
2. --- LIDAR TOPOGRAPHIC MAP -CROSSWINDS SOUTH SUBD.--------
EXHIBIT B
3. -----LIDAR TOPOGRAPHIC MAP -"FRONT POND WPD" WITH PLANIMETRY
& CALCULATIONS --ACCUMULATED STORAGE/RUNOFF DATA--
EXHIBIT C
4 ----- STAGE STORAGE CURVE & DATA -------------------------EXHIBIT
D
5. ---- N.C.DEPT.ENV.& NAT.RESOURCES LETTER with attachments
dated MAY 22, 2014----------------------------------
EXHIBIT E
4

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CROSSWINDS SOUTH SUBDIVISION
Lloyd Tyndall
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DATE:
PARKER & ASSOCIATES, INC. ^ ��

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North CarolinaDepartment1Environment1NaturalResources
Pat McCr0ry John E. Skvada, III
Govemor Secretary
May 22, 2014
Koreen LaRose, President
Wedgefield at Crosswinds South HOA, Inc.
PO Box 15436
Wilmington, NC 28480
Subject: Consolidation and Transfer of Stormwater Permits
SW8 921115 and SW8 960317
Crosswinds South and Wedgefield at Crosswinds South Subdivision
High Density Subdivision with a Wet Detention Pond / Offsite
New Hanover County
Dear Ms. LaRose:
Effective August 1, 2013 the State Stomlwater program has been transferred from the Division
of Water Quality (DWQ) to the Division of Energy. Mineral and Land Resources (DEMLR).
Please note that this permit will now reference DEMLR as the Division responsible for
issuance of the permit 'I� f a oq 7
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources
received the completed and signed Name/Ownership Change form regarding the consolidation
and transfer of Stormwater Management Permits SW8 921115 for Crosswinds South and SW8
960317 for Wedgefield at Crosswinds South, on December 4, 2013. Staff review of the
documentation has determined that this permit transfer will comply with the water quality
standards codified at 15A NCAC 02H.1000. The two permits, SW8 921115 and SW8 960317,
have been combined into one permit, and will use the existing permit number SW8 921115,
which is hereby transferred effective May 22, 2014, to the Wedgefield at Crosswinds South
HOA, Inc., (hereafter, Wedgefield" or " wrmitteel for the construction of the associated bulk -
upon areas, a restoration of the "Front Pond" BMP per agreement between the HOA and
the Division, and for the continued ma ntenanceo e rant Pond Stormwater Perm'`-S 8
This permit contains conditions that will allow the Division of Energy, Mineral and Land
Resources (hereafter, DEMLR or the Division), to move to dissolve the June 5, 2007 Consent
Judgment (hereinafter, "Consent Judgment). The terms and conditions specified in the "Order"
section of the Consent Judgment are included in Section III of this permit, and are an
enforceable part of this permit, upon the issuance of this permit to Wedgefield. The Division
will take no action against Wedgefield for existing non -compliances as identified in the Consent
Judgment that are a part of or caused by the original construction. This includes any existing
built -upon area overages on the lots and the deficient permanent pool surface area In the
pond. The permit conditions contained in this modified permit have been made more specific
to eliminate any ambiguity or confusion, but are not more stringent. Future milestones
regarding sediment removal, slope repair and regrading, surface area, storage volume and
permanent slope stabilization shall be established by agreement between the HOA and the
Division and shall become an enforceable part of this permit.
Division of Energy, Kneral, and Land Resources
Land Qualify Semen — WhMgton Regional Office
127 Cardinal Drive Extension. Wilmington, North Carolina 26405 • (910) 79W7215 / Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 921115
This permit shall be effective from the date of issuance until May 22, 2022, and shall be
subject to the conditions and limitations as specified therein. Please pay special
attention to the conditions listed in this permit regarding the Operation and Maintenance
of the BMP, recordation of deed restrictions, certification of the BMP, procedures for
changing ownership, transferring the permit, and renewing the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater
management system, to record deed restrictions, to certify the BMP's, to transfer the
permit, or to renew the permit, will result in future,compliance problems.
This Permit is issued with Wedgefield's consent to and knowledge of its terms subject to
the dissolution of the Consent Judgment hereinabove referenced. Wedgefield reserves
its right -to initiate a contested case in the Office of Administrative Hearings (OAH) in
accordance with Chapter, 150B of the North Carolina General Statutes for any Notice of
Violation issued by DENR after the date of issuance of this Permit. Should it be
necessary to request a contested case hearing, the permittee may file a written petition
with the (OAH). The written petition must conform to Chapter 150E of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of
receipt of the Notice of Violation letter from the Division. You must contact the OAH
with all questions regarding the.filing fee (if a filing fee is required) and/or the details of
the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via
telephone at 919-431-3000, or visit their website at www.NCOAH.com.
If you have any questions, or need additional, information concerning this matter, please
contact Linda Lewis,at [phone].
Sincerely, r
J
Tracy E. Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/ad: GAWWhareMStormwater%Permits & Projects11992021115 HDQ014 01 permit 921115
cc: Donald Laton, Assistant Attorney General, NCDOJ
Brian Geschickter for Wedgefield HOA
Charles Meier, Marshall, Williams & Gorham, LLP for Crosswinds HOA
Clay Collier, Crossley McIntosh & Collier for B&D Development
New Hanover County Building Inspections
City of Wilmington Public Services
Beth E. Wetherill, New Hanover County Engineering
Wilmington Regional Office Stormwater File
Page 2 of 11

State Stormwater Management Systems
Permit No. SW8 921115
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT . J
WITH A WET DETENTION POND
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Wedgerreld at Crosswinds South HOA, Inc.
Wed efield at Crosswinds South Subdivision"
South Collage Road and Wedgefield Drive, Wilmington, New Hanover County
FOR THE
yor+ � hiuM-��oon areas with runoff to be treatedin one (1) onsite wet detention �,,,, �
nc, erea er "We fie or a nr ee ' an r e cons ruction of -
uponareasw runoff to e e i ( e earPondy,
o e an ma rosswinds HOA Inc., under the terms and conditions set
forth in the latest version o Pe o. 30710; in compliance with the provisions
of 15A NCAC 2H.1000 (hereafter referred to as the "stom►water rules �, and in
accordance with the June 5, 2007, Consent Judgment, and the approved stormwater
management plane and specfications and other supporting documentation as attached
and on file with and approved by the Division and considered a part of this permit
The terms and conditions of this permit shall survive the dissolution of the Consent
Judgment. This permit shall be effective from the date of issuance until May 22, 2022,
and shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. The overall tract built -upon area percentage for the project must be maintained at
r below %per the requirements of Section .1005 of the stormwater rules.
e su nr�io lted fo�76 0 ,each limited to a maximum amount of
built-uppon a ( o own on the Apri129 1993 a Ins for P
SW8 921115 are limi a maximum square et each. ots 201-
239 shown on the aY 8 1998 aaaroved plans for �NyB grn317 are lima
maximum BUA square ee eailff--
3. The built-u ad for Wegerield that will be treated b the offsite
Crosswinds "ReatRead° under ormwa er anagemen erm t o. 8���
930710, is 373 376 sauare feet.
Page 3 of 11

State Stornwater Management Systems
Permit No. SW8 921115
4. This permit allows for the treatment of runoff from the built -upon areas of this
subdivision in two (2) different permitted stomrwater BMP's. Section 1.7 of this
permit describes the design parameters of the permitted onsite wet detention
pond. The design parameters of the offsite wet detention pond are described
to permit number SW8 930710, issued to.Crosswinds HOA, Inc. The
approved plans contain a "drainage area map" which shows the specific
drainage area of Wedgefield at Crosswinds South Subdivision to each pond.
5. This modified and transferred permit covers the original 37 lots permitted as
Crosswinds South under SW8 921115 and the 39-lot extension permitted as
Wedgefield at Crosswinds South under SW8 960317. This permit combines and
consolidates the referenced permits into one permit under SW8 921115,
combines the ap roved plan sets into one approved plan set under SW8 92111f
and rescinds S08 960317. For purposes of this permit, all 76 lots are considere
as part of the project called "Wedgefield at Crosswinds South". The runoff
16 of the origioal.3Z_Crosswinds SoAdhlots and a portion of ihP rna is treater i
and
6. Approved plans, specifications and mutual agreements between the permittee
and the Division for this project, are incorporated by reference and are
enforceable parts of the permit. Future milestones regarding sediment removal,
slope repair, the provided amount of permanent pool surface area, the provided
amount of temporary pool volume and permanent slope stabilization shall be
established by agreement between the permittee and the Division, and shall
become an enforceable part of this permit.
7. The following design elements have been permitted for the onsite wet detention
pond stormwater facility, a.k.a. the .FrontPond-, nw (MIUR be provided in the
system at all times. These design -elements are consistent with the terms of the
Consent Judgment.
El
C.
d.
e.
f.
h.
k.
I.
m
n.
o.
p-
A
Drainage Area, acres:
Onsite, acres:
Offske, acres:
Total Impervious Surfaces, flz:
Road, fe:
Offsite, fe:
Pond Design Depth, feet:
TSS removal efficiency:
Design Storm:
Permanent Pool Elevation, FMSL:
Permitted Surface Area @PP ftft
Permitted Storage Volume, ft�:
Storage Elevation, FMSL:
Controlling Orifice:
Permanent Pool Volume, ft3:
Forebay Volume, ft3:
Maximum Fountain Horsepower:
Receiving Stream / River Basin:
Stream Index Number.
Classification of Water Body:
must be
5.66
1.22`
4.44 (Crosswinds Section II)
5.66
53,143
193,406 (Crosswinds Section II)
5.0
85%
1 inch
22.0
to be determined by future agreement
to be determined by future agreement
23.3
Meyers S-25 (28 gpm@2' TDH)
n/a
n/a
n/a
MottCreek / CPF17
18-82
".0 Sw"
with a 30' vemetated filter. The
Page 4 of 11

State Stormwater Management Systems
Permit No. SW8 921115
II. SCHEDULE OF COMPLIANCE
1. The permittee shall obtain an estimate of the depth of the accumulated sediment.
in the pond. If the sediment has accumulated to a point such that the pond depth
is four feet or less, the permittee shall enter into an agreement with DEMLR
regarding the time frame for removing the accumulated sediment such that the ,1
pond's design depth is restored to 5 feet. Along with or subsequent to the ww
removal of the accumulated sediment, the permittee shall enter into an
agreement with the Division to stabilize the side slopes of the Front Pond as per
the Consent Judgment, and to provide as much permanent pool surface area as
reasonably possible, given the physical constraints. The permittee shall then
submit a permit modification and revised plans to the Division reflecting the
permanent pool surface area and temporary pool storage volume that have been
provided.
2. No person or entity shall fill in, alter, or pipe any drainage feature (such as
swales), shown on the approved plans as part of the stormwater management
system, unless and until a revision to the permit is submitted to and approved by
the Division.
It
3. `All of the lots in the subdivision are built on. -The permittee shall not be held
Ili :sponsibrfor exisfing w -upon area overages on the lots. However, the
permittee shall make ongoing efforts as time and finances allow, to identify and
document all such overages on the lots. The Division may or may not take action
against the individual lot owners for those overages.
4. From the issue date of this permit forward, the permittee shall monitor the project
on a routine basis to ensure that all lots maintain compliance with the maximum
permitted built -upon area limit for that lot. Due to construction which deviates
from the April 29, 1993 approved plans, neither the Wedgefield Front Pond nor
the Crosswinds Rear Pond has a sufficient amount of surface area to justify any
increases in the maximum allowed per lot built -upon area.
5. From the issue date of this permit forward, the permittee shall review all
proposed modifications and additions to the existing lots within the Wedgefield at
Crosswinds South Subdivision for compliance with the built -upon area limit. The
perrniltee shall not approve any proposed lot plan additions or modifications if the
maximum BUA limit established by this permit for that lot is exceeded. The
permittee shall notify the Division and shall take such measures as are allowed
by the Declaration of Covenants and Restrictions or by law to prevent the lot
owner from constructing such non -compliant improvements and modifications.
Any approvals granted by the permittee for any lot addition or modification that
results in an overage of the permitted maximum BUA for that lot, will require that
the penmittee submit a modification to this permit and propose the necessary
Improvements such that the permitted BM meets the current stonmwater rules.
6. The Division will take no action against the permittee for existing non -
compliances, as identified in the Consent Judgment which is attached hereto and
made an enforceable part of this permit, which are a part of or caused by the
original construction, including the deficient permanent pool surface area in the
pond. From the issue date of this permit forward, the Director may notify the
permittee when the permitted site does not meet one or more of the minimum
requirements of the modified permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of
revised plans and certification in writing to the Director that the changes have
been made.
Page 5 of 11

State Stormwater Management Systems
Permit No. SW8 9211154" low
7. The permittee and the Division acknowledge that the � Ri� lL�
Front Pend was not built
e 29 199 on the subsequent
approval of new grading plans for the pon subject to the terms of the Consent
Judgment, the permittee shall ensure that the stormwater management system is
modified, constructed and maintained per those approved plans.
8. The runoff f 11 b ' - n area in Wedgefield that is within the permitted
drainage area oundary of ed er the onsite Front Pond or -the offsi e R r Pond
must be directed into the appropriate-stormwater pond. 2
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b.. Further subdivision, acquisition, or sale of any part or all of the project
area.
C. The addition of built -upon that is in excess of the permitted maximum for
that pond.
C. Alteration of any pipe or vegetative conveyance shown within the permit
boundary on the approved plan. Routine maintenance such as sediment
removal and mowing, removal of obstructions within the pipes and/or
replacement of any damaged pipes do not require a permit modification.
10. The Director may determine that other revisions to the project should require a
modification to the permit. At no time shall the permittee be required to perform
any work that is contrary to the terms of the Consent Judgment, which is
attached hereto and made an enforceable part of this permit.
11. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
have been recorded showing all such required easements, in accordance with
the approved plans.
12. Following notification to DEMLR that the approved modifications to the BMP
have been completed as per the terms of a future agreement between DEMLR
and the permittee, the permittee shall submit a certification from an appropriate
designer for the system installed certifyingthat this facility has been restored per
the approved plans and per the terms of agreement reached between the
permittee and the Division.
13. The permittee shall at all times fallow the approved Operation and Maintenance
Agreement and provide the operation and maintenance necessary to assure that
all components of the permitted stormwater system function at design condition_
The approved Operation and Maintenance Agreement outlines the necessary
maintenance items and required maintenance intervals. The on -site runoff
collection system of catch basins, piping, ditches and swales must also be
maintained such that the one (1) inch runoff volume is adequately conveyed to
the approved BMP(s).
14. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DENR. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
15. The permittee shall assure that permanent access to the permitted BMP
components, including the collection system, is provided via recorded
easements, common areas or public rights -of -way. All such easements,
common areas and rights -of -way currently appear on the recorded plats.
Page 6 of 11

17. The State of North Carolina is made a third -party beneficiary of the covenants to
the extent necessary to maintain compliance with this Stormwater Management
Permit.
18. The Declaration of Restrictions and Protective Covenants are to run with the land
and be binding on all persons and parties claiming under them.
State Stommater Management Systems
Permit No. SW8 921115
16. Each lot is limited to a maximum amount of built -upon area as specified below.
Deed restrictions limiting the amount of built -upon area on each lot have been
recorded and currently provide that the maximum built -upon area per lot is as
follows: � 3 , Y y1n-�- � .t. 951, rf� ,� 7, j72 Act-0J'
Lots 1-37 @4,500 square feet and Lots 201-239 ®4,300 square feet, i I I ��da -If
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, _ z gµ 9 •y
structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking - u4
areas, but does not include raised, open wood decking, or the water surface of RJxk-(-( _
swimming pools.
q yurol
✓
Y .rel
{
Z7
, 031,-, *
19. The recorded covenants pertaining to stormwater may not be altered or
rescinded without the express written consent of the State of North Carolina,
Division of Energy, Mineral and Land Resources. a
20. Permanent seeding requirements for the stormwater control must follow the /-37 /6 ��
guidelines established m the North Carolina Erosion and Sediment Control Zai -2_3s —I67, 7
Planning and Design Manual. These guidelines ast for a psist in the selection of a
time, fisoil amene grass dments, fertilizer needs, mthat will perform the ulch and watering.articular the best planting 33,H 2 0
4
21. The facilities shall be constructed in accordance with the conditions of the
Consent Judgment, the conditions of this permit, the approved plans and 2� g 5
specifications, and other supporting data.
III. GENERAL CONDITIONS gqW d
2.
3.
4.
Wedgefield has not been able to fully comply with all the terms of the Consent
Judgment, namely, the requirement to remove sediment and the requirement to
restore the front pond banks, therefore, Wedgefield and the Division have agreed
to make the terms of the Consent Judgment a part of this permit and Wedgefield
has agreed to accept the transferred permit and abide by the conditions therein.
Wedgefield shall remove sift from the Front Pond to restore its depth, as near to
the original plan as practicable. .
Wedgefield shall perform the work on the front pond with a backhoe and shall
only be required to remove the sediment from the interior of —the —pond to restoi
the skmes; QnAh-e-south bank and north bank to as close as a 3:1 ratio as
south and north banks' slope.
W94 field shall not be-reouired to restore the slope on the west bank o e
from pondTo a 1 raho
Page 7 of 11

State Stormwater Management Systems
Permit No. SW8 921115
5. Any action by Wedgefield is contingent upon the NC DOT granting a permanent
access and maintenance easement to the front pond. Any action by Wedgefield
is further contingent upon Wedgefield being able to construct permanent access
from Hi hway 132 to the front pond for no more than $2500.00. DWQ (now
DEMLR� and Wedgefield shall negotiate an appropriate schedule for completion
of the work.
6. Upon completion of the pond excavation, Wedgefield shall clear, reseed and
establish a permanent groundcover on the banks surrounding the front pond
permitted under [SW8] 921115 from the water line to the top of the slope of said
banks.
7. The Plaintiff [the Division] shall, to the extent required by the North Carolina
General Statutes and any rules promulgated there under authorize, grant and
provide any and all permits, if necessary, required for Wedgefield, at no cost to
perform the activities which are referenced herein and agreed upon by the
parties. All activities undertaken pursuant to the Consent Judgment are deemed
by agreement of the parties to be maintenance which will not require the
application for, or issuance of, any permits by the plaintiff.
8. Wedgefield is required to maintain the Front Pond in compliance with this permit,
as modified by the Consent Judgment.
9. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation
as listed on the form, to the Division of Energy, Mineral and Land Resources at
least 60 days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made
subject to the recorded deed restrictions;
b. Bankruptcy;
c. Foreclosure;
d. Dissolution of the partnership or corporate entity;
e. A name change of the current permittee;
f. A name change of the project;
g. A mailing address change of the permittee;
10. Any individual or entity found to be in noncompliance with the terms, conditions
and limitations of a stormwater permit or the stormwater rules, is subject to
enforcement action in accordance with the provisions of North Carolina General
Statute 143, Article 21.
11. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves a request to transfer the
permit.
12. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal), which have jurisdiction.
13. In the event that the restored facilities fail to perform satisfactorily the Permittee
shall take immediate corrective action, including those as may be required by this
Division, such as the construction of additional or replacement stormwater
management systems.
Page 8 of 11

Slate Stormwater Management Systems
Permit No. SW8 921115
14. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
15. Permittee grants permission to staff of DEMLR to access the property for the
purposes of inspecting the stormwater facilities during normal daytime business
hours.
16. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
17. The permittee shall submit a request to renew the permit at least 180 days prior
to the expiration date of this permit. The request shall include a completed
renewal application and fee.
Permit modified, transferred and reissued this the 22"d day of May 2014.
v 6J
NORTH CAROLINA FENVIRONMENTAL MANAGEMENT COMMISSION
�n I racy L. uavis, t-&., uirecior
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 921115
(D b C'), If�SQ4
w4f JAIWI f f Djv r-e- 4
tkd`'`�'
l
3 7 -f 3 i — 76 i-a rr
-37 1- 4d-S zor- -
,, e J/ �^ la� �j-yt�w•-I d� !a-vrer LWl .S' 1 Z c i -
Rif 2p-rcrhjC- FI��E�C.e
Page 9 of 11

SINGLE. F11'3W pI$(,pIJNFGT 2 TRENCH DETAIL
WITH HFTt 2 G-3
NAW W12f> PUHP TO OISCONNEGT
• 4°x4" TiZC&MD VMT
f5N WE ST GONG•
' •'Y' � y�TCkI COVER �
PIINLIH
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LUHIINUM) EXpA4D6O HETAL TR6Sb1 I PdGK it OVE2 I KhIa-WUT PANFL.ANGHO¢ W/
55 LF IS" G P OIZSLXIE,D9° COW-AAWI- .4.
AT0.1.3 6•/
J. 23.0,I. ;_l� 2'�.g 7OP OF STOZ405
• Q I NV. 23.4 \
wow 574TION 0 Cc.O NWL
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Y
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11
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tm6jt4 I /
MAN as. 0
FAR SIDE SERVICE
ROPE DQ CNLuN
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5UP,HEeSIPJ..E St1H12'
PUMP I3AW RATING
dT 120 V.
I' w�IR
4U0155LE OIGN w4TG2
A-AeM TO F56 IhKTLLLEp
NEAR SIDE SERVICE
ZG 0
I TP-UE UNION P, U VGILVE
I1/Z T2UE L1NlON PWIL CJECV V,l_VE
TfdcN FLO,T TO DISC'- ^�E pjPE F70Q
pUHP 0rrAT P-LEV. 2Z.0.
11/Z SGN dO PJG
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PUMP STATION DETAIL
G-5

NOTE: 1F THE SOIL ENCCUOTME:12 IS
cLAss i,a az g, I IAfEWdI
I_CCd�O �SO�E -tk+E v�sTE2.'TABLE,
a12Et�S I, Z,dND 3 HdY F36 (p"Mr-ED
or NLTOIz4L SOILS.
1c 713E SOIL Et,1=1 TEMP IS d ds5
"1, Z 02 Tj 017 T++E PtM IS BELOW/
ij.i r W&rzv- -c65LE ,AKFA5 Z ! 3 'i
HOgT 6E CLA55 T.H67SVOL ! Z
DN A I H115T BE .5urrmix Wymu.
4
iZ
Pi&6VOLL
69f a Z
1 WUNGNIN6 s
IN11NI, 99 YFLL
d12EA 3
3r-CVING

oor,36
�e
I t,N 27.03
�— 34 Gr tellMGP.47 aooyQ/
`• SS MANHOLE #2 �J
STA.4+60,5'R `
RIM 2T86 /
35 e
25
75
V 19.-15
.50 PaND /
-7 5
L F tg G roc 4T .73
1111��1"� 5TOr4 Cw6c4 PAP
9. E S.
0�-

/esy '7
I sb K /it
X e,zea�
_T--,N4R... \
\ 1 LOT 37 )�/r . .�, .,eKp; ;;,,a•• 1
1 11 wEGGEREIOB as w s240 sours//�G� \ UXEND
1 RO>I14-000-010-000 ry0 �'
1 OB. I Po. WW1 i / w • aRVB Pa
1 W °o �'� 11 i x' / / i W2esgl; x \ Q • mRBan
/ a, M+-RmYRW
1��P ��.}i'fi d•�i � b \ n .for or uu
iD. ®• moww xuWaM
u. • NAA DnBEN
\ S.D. A - 27.08 / L1 \ N . rvm oe rtmw
TOP -2 v.oe• ' k:'P LOT 3S \ / Ws•A �i, w-rar
INV �20 A' WEDDERELO AT CRO. 2 05 SOUTH �/
MB. 33 P0. 210
Da y i / � w. 0e4 PG. faa
x , k 1B•P.E.S // 10' NON-M Mk
PUMP \ �`}y,
\ HOUSE �� INV..20.1' / '` s \
,sec"yq,�e\
LOT 35 :\ 33 A
n / WEDOEEIELD AT CROSSMNDS SOUTH
MB. PO.wRAO /
R0i11 b33-Ow-B-000
rl \ y DO, 4930 K. 2347
LOT 34
WEDGEFIELD AT
3 P0�w3M0SO R071UiII
/ flmf14DOS-i-Dw
DB.
If
5
642 P0. !]i le•`l�
i. n.c . re urwTm a roxE x
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wcW[Nn, I1oNrnYOAP. cA
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1. TI MR .4 P.A. WI1x0111
THE BENEFIT a A M NWAY,
WHIP MAr tl K ADGIII
IYNNE .m. wE." m R4H,
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A. rmWn w+w n wO m "P"P
wIu Taw a vwex0 AP.
LVR.m,I wNY 1INM aRa%LL AiGNLP.
LOCCONN MAP
CURB INLET _3-_-_-___--
IMF —_
W .24.w'
SOON
�l (� L _ _ _ _ _ _ _
S7 OB'D2'E 30)A4'
THE WILMINGTON PRESBYTERY
R07'w-004-012-w1
DB. WI PG. 2B3
S10AMNAT01 REIEWRgI POND A5-BDhT MR FEBRUARY 25, 2015
DANPORD 3D 3 SO
Assoanr<B WEDGEFIELD AT CROSSWINDS SOUTH, HOA o 13o
u,m.uwm.a.c POID / NMLIDN IAEA WmBBQID Ai GW155WIED4 400R1
PA0'6 D I RTI1A-OD>•011-000 DJD m B1B1 PAG Rn w BD2f 31 NaE 2e I INCH w PF.fl
N1 OTM Ta 1p NEW "(WER ow av NmM wOum fWf WrNIpLW N1�N'�. - mm NAw BB
1ae AaMab WmouBtB wxB WDIE610D Rue APBI.tidRB

STORMWATER RETENTION POND STORAGE
WEDGERELD AT CROSSWINDS SOUTH, HOA
POND / COMMON AREA WEDGERELD AT CROSSWINDS SOUTH
PARCEL ID # R07114-005-011-000 DEED BOOK 5189 PAGE 930 MAP BOOK 33 PAGE 240
WILMINGTON TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
15,154
+ 13,104
sq.ft.
sq.ft.
(SURFACE AREA
(SURFACE AREA
CONTOUR
CONTOUR
28,258
sq.ft.
/2=14,129 x
1.3' = 1E
``AUn d ui fit/
CARP ''•,,
�
S E A L
VERNO DEREK D FO
N.C. PLS No. L-4528
APRIL 13, 2015
23.3' )
22.0')
367.70 Cubic feet STORAGE

_ xef xexwen <f..i
/ �� q VICINITY Mp0
/ riE( �u2 Mea e..e ft eW 01
/ NV Wa fE aec6 2cl
1 /
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� IS roeY Se a. � \� �fahb.x 6 p 8S nys F.• � w_r_ a w _ Y mmmF eu.'�.w I _I 2i�3
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�-
LEGEND
p IRpN oIPE SFI di IIIVJEN W1LIN
diL GOaNE¢S rli
W uyr w s. n w r CERTIFICATE OF APPFOI A,
CONG¢E1F "ONd Vaa✓. [61n Iacu ® mYar [Nm meO.r. .lwA.0 VMni
1i
NOTE: 10N, J"UNIGIGdL FpSSNETfI TO 9E J$p GGQ dU. ) mip m' 9�i' �'A' 21p.�Y S b' I)' 2C a 2RIFlGTF
LY MYEY
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RECEIVED
June 4, 2018
JUN 0 7 2018
Linda Lewis
0 E M LR NCDEO
WILMINGTON RO
127 Cardinal Dr Ext
Wilmington, NC 28405
Re: Notice of Inspection —Not Compliant
Permit No. SW8 921115
Dear Linda,
Thank you for taking the time out of your busy schedule to meet with David, Jane and myself to discuss
the non compliant letter the HOA received. You clarified and answered all our questions and we were
relieved to know that you are aware that we have worked very hard to be in compliance of the Storm
Water Permit since we accepted it in May of 2014.
In response to the inspection report:
1. As we discussed, we have been in continual contact with Larry Sneeden to complete his work
on the pond modification and the required numbers for the surface area and storage volume.
Our attorney just sent a letter to him on May 22, 2018 requesting he complete his work or
refund our payment to him. This afternoon, we received an email from Larry stating he would
not complete the work on the pond and will refund our payment. Therefore, we will now hire
another engineer to do the work. Hopefully, one who will actually complete the job in a timely
manner.
2. We did complete a sample of properties that we thought may be over their allowed BUA at the
time we accepted the Storm Water Permit and filed it with the document. Going forward, we
have met with all new homeowners and given them a copy of our ARC (Architectural Review
Committee) procedures which clearly states the requirement of submitting an application for
approval by the ARC for any changes to their property especially those changes that will add to
the BUA and lists the maximum BUA for each section of the Wedgefield Subdivision. ALL
applications must list the BUA of the property and detail the proposed project which is reviewed
and verified by the ARC before being submitted to the Board for a vote.
3. During our Annual Meeting on February 10, 2018 we discussed scoping the pipes this summer
to check for blockages and sediment build up. This plan was reported to all homeowners in the
Minutes of the Annual Meeting that was sent to all. We expect to contract this work in July,
2018, weather permitting.
We understand the importance of complying with the Storm Water Permit and will continue to strive to
uphold all the requirements. Thank you for your follow up email clarifying the BUA overage issue.
Sincerely yours,
e�
*Koreen LaRose
President, WHOA
cc: Brian Lambe

Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
June 4, 2018
Dr. Rose Newman & Mr. Melvin Nudelman
4920 Wedgefield Drive
Wilmington, NC 28409
Subject: Drainage Complaint on Lot 220
Crosswinds South and Wedgefield at Crosswinds South
Stormwater Management Permit No. SW8 921115
New 13anover County
Dear Dr. Newman and Mr. Nudelman:
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
WILLIAM E. (TOBY) VINSON, JR.
Interim Director
In late April, 2018, the Division received your complaint in which you expressed concerns about the flooding
at the rear of your lot and about the built -upon area overages and how that might affect your resale value. Brian
Lambe, an inspector with the Division of Energy, Mineral and Land Resources met with you on site to observe
the conditions and to discuss your concerns.
Neither the stormwater permit nor the stonmwater rules address flood prevention or poor drainage. The
wetlands located behind your lot are the "low spot" in this area, and they receive runoff from a larger
watershed that extends well beyond the property boundaries of Wedgefield and Crosswinds. The fact that the
back of your lot is wet is not a violation of the permit.
The Division met with representatives of the Wedgefield at Crosswinds South HOA on June 4, 2018 to discuss
the items listed in the May 3, 2018 inspection report. The stormwater rules require that the swales, ditches,
pipes and inlets within the project be maintained by the permit holder, at design condition. if anyone has
altered, removed, redirected, resized or regraded any of the permitted components of the approved runoff
collection system without the written permission of the Wedgefield at Crosswinds South FICA, Inc, then in
order to maintain compliance with the permit, the FICA has to require that the person(s) who altered the system
restore it to the permitted design condition.
In regard to the allegation of overbuilding, unfortunately, that is true. The Division filed an injunction against
the developer of Wedgefield and Crosswinds to force compliance with the permit. At the conclusion of the
hearing, we all agreed to and signed a Consent Order on June 5, 2007, which prevents the Division from taking
any action against the HOA for any existing non -compliances which were caused by the original construction.
The HOA must ensure that those lots which are not overbuilt, remain so, and the HOA must ensure that any lot
which is already overbuilt does not add more built -upon area. Your lot was built in 2006 prior to the signing of
the consent order, therefore, your lot would be considered one of the existing non -compliances that the
Division cannot act against. However, you and any future purchasers of your lot, are prohibited from adding
more built -upon area.
If you have any questions, please do not hesitate to call me at [phone].
Sincerely,
6cep
Linda Lewis, E.I.
Environmental Engineer III
VGDS\arl: G:A\\Stormwater\Permits & Projects\1992\921115 HD\2018 06 letter 921115
cc: Wedgefield at Crosswinds South HOA, Inc. (via email)
Brian Lambe, DEMLR (via email)
Wilmington Regional Office Stormwater Pile
SCalcol North Carolina 1 Envirnnnwntat Quality I Energy.Mincraland Land Resources
Wilmington Regional OtnEe 1127 Cardinal Dtkc L<tension I Wilmington. NC 26405
910 7967215

Lewis,Linda
From:
Lewis,Linda
Sent:
Monday, June 04, 2018 1:40 PM
To:
[e-mail]
Cc:
'[e-mail]'; Lambe, Brian
Subject:
Wedgefield SW8 92111S
Thank you all for meeting this morning. I wanted to pass on Cameron Weaver's direct number which
is 796-7265. You can contact him to make arrangements to get copies of the approved plans made at
yourexpense.
Also; in regard to the BUA overage issue, I've gone over the Consent Judgment again and here are
my thoughts on the BUA overage issue.
I think that the intent of the order was to allow the existing overages to remain without being
penalized. As of May 22, 2014, the HOA is responsible for any overages that result from any lot
construction approvals given by the HOA. The HOA is not responsible for "cleaning up" the existing
overages, but at the same time, the HOA should not approve any additional construction on those lots
that are already over the maximum limit. It's my understanding from our meeting that is how you have
been handling things.
There's nothing wrong with questioning a plan and how the numbers were derived. In the end, it's
your permit, and no homeowner should fault you for making sure that you stay in compliance. If you
suspect that a lot owner is not being truthful with you regarding the extent of or amount of existing
BUA, a no -cost option is to conduct an on -site inspection. I know you only have 30 days to approve or
disapprove a proposed plan. Maybe this could all be avoided if you amended the declaration of
covenants or the Architectural Guidelines to require that the plans submitted to the HOA for approval
be prepared by a licensed surveyor (PLS) or professional engineer (PE) or landscape architect (LA).
That takes the onus off of you and puts it back on the lot owner.
The HOA does need to continue monitoring the lots to assure compliance. It may be helpful to the
HOA to come up with a list of those lots that were already over their BUA limit at the time the permit
was transferred. The HOA should continue to document and report any situations to their attorney,
where a homeowner builds something on their lot despite being told by the HOA (in writing) that they
cannot build more.
I'll get a letter to the owners of Lot 220 (Rose Newman and Melvin Nudelman) regarding maintenance
of the pipe and swale in the easement. From the standpoint of the State, you are responsible for
maintaining the system of swales, ditches, pipes and inlets that collect the runoff and convey it to the
pond. You are not responsible for eliminating swales and/or extending pipes within an easement
(unless you voluntarily elect to do so). If a pipe, ditch, Swale or inlet has been altered by a property
owner without your written permission, then you should notify the property owner to restore it to
design condition at their expense.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy. Mineral and Land Resources
Department of Environmental Quality
1

Lewis,Linda
From: Koreen LaRose <[e-mail]>
Sent: Monday, June 04, 2018 6:27 PM
To: Lewis,Linda
Subject: [External] Fwd: Wedgefield
CAUTION Exte na ema� l Do not�cl�ck nks or open attachments unless venfied. 5 ne d all susp`iaous email as an attachmeit to
Hi Linda,
Thank you for clearing up all of our questions today. When I got home I had received the following email from Larry, so
do you have any other names of companies that does the work we need done?
Thanks,
Koreen
Sent from my iPad
Begin forwarded message:
From: "Ager, David" <[e-mail]>
Date: June 4, 2018 at 2:24:56 PM EDT
To: Koreen LaRose <[e-mail]>, Michael and Jane Orseno 4800 <[e-mail]>
Subject: RE: Fwd: Wedgefield
Wow. Well that's a bunch of shit.
jO E
_ = E
*Referral Rewards Program*
Want a $10 Referral Reward Gift Card? Refer your friends or family for a quote and we'll .
send you one for each referral!
From: Koreen LaRose [klarose27Ca1me.com]
Sent: Monday, June 04, 2018 2:21 PM
To: Bonnie M. Braudway; Ager, David; Jane Orseno
Subject: [External] Fwd: Wedgefield
Sent from my illhone
Begin forwarded message:
From: Larry Sneeden <1sneeden n.coastaIstormwater.com>
Date: June 4, 2018 at 8:53:04 ANI EDT

To: Korcen LaKose <klarose27nme.com>
Subject: RF,: Wedgetield
Korcen,
I received the notice from your attorney on Friday, as delivery was attempted at
my former address. I will not be able to complete the work for your stormwater
pond and will refund the 5600 previously paid. That check will be mailed today.
Larry Sneeden
C. Lawrence Sneeden, Jr. Ply
Coastal Stormwater Services, Inc.
1213 Culbreth Drive, Suite 120
Wilmington, NC 28405
[phone]
-----Original ivlessage-----
Prom: Korcen LaRosc Imailto:klarose27nme.corn
Sent: Monday, November 20, 2017 2:23 1'M
To: Larry Sneeden <Isneeden@g coastalstormwater.com>
Subject: Wedgefield
I-li Larry,
Did you ever check your Files to see if the elevation numbers have been fixed?
Thanks,
Korcen
Sent from my iPad
2

Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
May 3, 2018
Wedgefield at Crosswinds South 1IOA, Inc
Attn: Current President c/o David Ager, Treasurer
PO Box 15436
Wilmington,N'C 28408
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
WILLIAM E. (TOBY) VINSON, JR.
interim Director
Subject: Notice of Inspection — Not Compliant / Request for Additional Information
Slormwater Management Permit No. SW8 921115
Wedgefield at Crosswinds South Subdivision
high Density Subdivision with a Wet Detention Pond / Offsite
New flanover County
Dear Mr. Ager:
On April 25, 2018, the Wilmington Regional Office of the Division of Energy, Mineral and Land
Resources (DEMLR) inspected Wedgefield at Crosswinds South Subdivision, located at S. College Road
and Wedgefield Drive in New Hanover County to determine the status of compliance with the State
Stormwater Management Permit Number SW8 921115 issued on May 22, 2014. The Division received a
complaint of improper drainage on Lot 220 at 4920 Wedgefield Drive. DEMLR file review and site
inspection revealed that the site is not in compliance with the terns and conditions of this permit. Please
find a copy of the completed form entitled "Compliance Inspection Report" attached to this letter, which
summarizes the findings of the recent inspection.
As indicated in the attached inspection report, the following deficiencies must be resolved:
l . As required per the Consent Judgment, and Schedule of Compliance Condition II.1 of the subject
permit, once the permittee has removed accumulated sediment and stabilized the side slopes at
3:1 or flatter to provide as much surface area and volume as possible, the permittee is required to
submit a permit modification and revised plans which reflect the permanent pool surface area and
temporary design storage volume that have been provided. A modification was submitted in
2016, but the requested additional information has not been submitted. Please submit the
information requested in that email dated September 16, 2016 from Linda Lewis (copy attached),
by Jime 3, 2018.
2. Schedule of Compliance Conditions 11.3, 11.4 and 11.5 detail the requirements for handling
overages of the built upon area which were permitted in the original and subsequent permit. As
of the date the permit was issued, the Homeowners Association is charged with the following
responsibilities: a) make on -going efforts as time and finances allow to identity and document any
BUA overages on the lots; b) review all proposed lot construction, modifications and additions
for compliance with the BUA limits; and c) monitor the project on a routine basis to ensure that
all lots maintain compliance with the maximum BUA limits. Please provide copies of the lot
review records conducted by the IIOA as of May 22, 2014.
3. Please maintain the pipe between Lots 219 and 220 by removing the accumulated sediment. The
drainage in this area is intended to flow into the wetlands which then flows into the ditch that
feeds the Crosswinds Pond.
State of North Carolina I Enviror n ental Quality I Energy. Mineral and Land Resources
'A'ilminglon Regional OfTior 112i Cardinal D0,c Ext msion I Wllmingtnn, NC 28405
a10706 r215

State Stormwater Permit 'No, SW8 921115
Page 2 of 2
Failure to provide the requested information, of to respond to this letter with a plan of action, including a
timeline to resolve the identified deficiencies, by June 3, 2018, are considered violations of the permit. If
the requested information is not submitted to this office by the due date, then DEMLR staff will re -inspect
the site and may issue a Notice of Violation. Please also note that any individual or entity found to be in
noncompliance with the provisions of a stormwater management permit or the stormwater rules is subject
to enforcement action as set forth in iC'CGS 143 Article 21, including the assessment of civil penalties of
up to S25,000 per day.
Please be advised that you are required to comply with the terms, conditions and limitations of the
Stormwater Management Permit under Title 15A North Carolina Administrative Code 21-1 .1003 and
North Carolina General Statute 143-214.7, including the limitation of built -upon area and operation and
maintenance of the permitted stormwater system.
If you have any questions, please contact the inspector at the Wilmington Regional Office, telephone
number (910)-796-7215 or via email at [e-mail].
Sincerely,
Dan Sams, PE
Wilmington Regional Supervisor
Enc: Compliance Inspection Report
DES\bpl: G:A\\StormwaterAPermits & Projects\1992\921115 I ID\2018 05 CEI deficient 921115
cc: Larry Sneeden, P.E., 6217 Head Road Wilmington NC 28409
WiRO Stormwater Permit File
Stale of North Catalina I Envivonntental Quality I Encroq. Mirioal and Land Resew ces
Miniugtur. Regional Office 1127 Cardinal Drlvc EsemSon I Wilmingtun,NC 7.9905
e10796 721E

Compliance Inspection Report
Permit: SW8921115 Effective: 05/22/14 Expiration: 05/22/22
Project: Crosswinds South & Wedgefield at Crosswinds South
Owner: Wedgefield at Crosswinds South HOA Inc
County: New Hanover Across: Crosswinds Dr
Region: Wilmington
Contact Person: David Agar
Directions to Project:
Title:
City/Stale/Zip: Wilmington NC 28412
Type of Project: Slate Stormwater - HD - Detention Pond State Stormwater - Off -site
Drain Areas: 1 - (Moll Creek (Todds Creek)) (03-06-17) ( C,Sw)
On -Site Representative(s):
Phone:
Related Permits:
SW8930710 Crosswinds HOA Inc - Crosswinds Subdivision and Pond
SW8960317 Wedgefield at Crosswinds South HOA Inc - Wedgefield Crosswinds
Inspection Date: 04/25/2018 Entry Time: 03:OOPM Exit Time: 04:20PM
Primary Inspector: )3ri8n P Ljb
Secondary Inspector(s):
Reason for Inspection: Complaint
Permit Inspection Typo: State Stormwater
Facility Status: ❑ Compliant ® Not Compliant
Question Areas:
■ State Stormwater
(See attachment summary)
Phone:
Inspection Type: Compliance Evaluation
page: 1

PermiC SVY8921115 Owner - Project: Wedgefield at Crosswords South HOA Inc
Inspection Date: 04/2512018 Inspection Type Compliance Evaluation
Inspection Summary:
Reason for Visit: Complaint
Complaint received from Lot 220, Wedgefield SD, 4920 Wedgefield Dr, Rose Newman and Melvin Nudelman regarding
stormwater in thier lot. The back corner of their property is innundated with water. The property does back up to a
wetland. I am unsure of the wetland delineation. The pipe extends test) 200' from the cul-de-sac inlet to a relatively flat
area. Some sediment is in the bottom portion of the pipe that should be maintained (removed). The plan calls for a rip
rap apron, not installed, but there is no evidence of erosive velocity. No flooding evident in the cul-de-sac.
The complaint contends that adjacent property owner, lot 221, has excessive drainage into their yard. I explained that
this is a civil matter, refer to Pendergrast v. Aiken. The complaint contends that the lots in the subdivision are overbuilt
in excess of the deeded allowance of BUA. The BUA for former permit SW8 921115. Lots 1-37, is limited to 4500 sq ft.
The BUA for former permit SW8 960317, Lots 201-239, is limited to 4300 sq ft. Please submit records of BUA additions,
before and after May 22, 2014.
A permit modification was submitted to this office in 2016. Ms. Linda Lewis of this office requested additional Information
regarding the pond volume and elevations. Please clarify the current status of the ponds and submittal.
pace: 2

Permit: SW8921115 Owner- Project: Wedoefield at Crosswinds South HOA Inc
Inspection Dale: 0412512018 Inspection Type Compliance Evaluation Reason for Visit Complaint
File Review Yes No NA NE
Is the permit active? ❑ ❑ ❑
Signed copy of the Engineer's certification is in the file? ❑ ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ❑ ❑ ❑
Comment:
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? ❑ ®❑ ❑
Is the drainage area as per the permit and approved plans? ® ❑ ❑ ❑
Is the BUA (as permitted) graded such that the runoff drains to the system? ® ❑ ❑ ❑
Comment: Please submit records of additional built upon area before and after May 22 2014.
SW Meas Nres Yes No NA NE
Are the SW measures constructed as per the approved plans? ❑ ®❑ ❑
Are the inlets located per the approved plans? ❑ ❑ ❑
Are the outlet structures located per the approved plans? ❑ ❑ ❑ 22
Comment: Please address the email to Koreen LaRose from Linda Lewis 9/16/2016, requesting additional
information for permit modification submittal regarding the pond volume.
Operation and Maintenance
Are the SW measures being maintained and operated as per the permit requirements?
Yes No NA NE
❑ ❑ ❑ BE
Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ ❑ ❑
DWQ upon request?
Comment: Submit maintenance records to this office. The pipe at the end of Wedgefield Drive Lots 220 and 219 is
partially ciociged. Sediment must be removed from the pipe.
Other Permit Conditions Yes No NA NE
Is the site compliant with other conditions of the permit? ® ❑ ❑ ❑
Comment:
Other WQ Issues Yes No NA NE
Is the site compliant with other water quality issues as noted during the inspection? ® ❑ ❑ ❑
Comment:
page: 3

Lambe, Brian
From: Lewis,Linda
Sent: Friday, September 16, 2016 10:33 AM
To: Koreen La Rose ([e-mail])
Cc: 'Larry Sneeden'
Subject:SW8 921115 Review
Koreen and Larry:
I am reviewing the pond surface area and volume calculations and have the following
questions:
1. It appears that the temporary pool elevation is being lowered from the previously
permitted 23.3 down to 22.2, which results in a drastically reduced storage
volume that doesn't come close to meeting the minimum required volume. Is
there some reason why the overflow elevation cannot be raised back up to 23.3
to provide additional storage volume and treatment? The curb inlet rim
elevations in the street are at +26, so the water in the pond should not back up
into the street.
2. The calculations appear to indicate that there is only 750 cubic feet of volume
provided between elevation 21.45 (the proposed permanent pool elevation) and
22.2 (the proposed temporary pool elevation). This does not appear to be
correct. The average surface area is 12900 sf which when multiplied by the
difference in elevation of 0.75 feet, yields 9675 cf. Am I missing something?
3. Please add a detail of the revised outlet structure with the proposed elevation
changes to the plans.
4. It looks like you are adding a new 24" galvanized overflow pipe with an invert of
24.2, is that correct? Is there some reason why 24.2 cannot be proposed as the
temporary pool elevation? That's still 2 feet below the top of bank and 2 feet
below the curb inlet rims.
S. The side slopes of the pond on the northeast side appear to be flatter than 3:1.
The consent judgment directed the HOA to regrade those slopes to 3:1 to gain as
much surface area and volume as possible.
6. Are we keeping the pump system as the main means of drawing down the
storage volume? Does the pump rate need to be adjusted based on these new
elevations?
Please address these items by October 1.6, 2016.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
[e-mail]
Wilmington Regional Office
127 Cardinal Drive Extension

Lewis,Linda
From:
Lewis,Linda
Sent:
Friday, September 16, 2016 10:33 AM
To:
Koreen LaRose ([e-mail])
Cc:
'Larry Sneeden'
Subject:
SW8 921115 Review
Koreen and Larry:
I am reviewing the pond surface area and volume calculations and have the following questions:
1. It appears that the temporary pool elevation is being lowered from the previously permitted
23.3 down to 22.2, which results in a drastically reduced storage volume that doesn't come
close to meeting the minimum required volume. Is there some reason why the overflow
elevation cannot be raised back up to 23.3 to provide additional storage volume and
treatment? The curb inlet rim elevations in the street are at ±26, so the water in the pond
should not back up into the street.
2. The calculations appear to indicate that there is only 750 cubic feet of volume provided
between elevation 21.45 (the proposed permanent pool elevation) and 22.2 (the proposed
temporary pool elevation). This does not appear to be correct. The average surface area is
12900 sf which when multiplied by the difference in elevation of 0.75 feet, yields 9675 cf. Am I
missing something?
3. Please add a detail of the revised outlet structure with the proposed elevation changes to the
plans.
4. It looks like you are adding a new 24" galvanized overflow pipe with an invert of 24.2, is that
correct? Is there some reason why 24.2 cannot be proposed as the temporary pool elevation?
That's still 2 feet below the top of bank and 2 feet below the curb inlet rims.
5. The side slopes of the pond on the northeast side appear to be flatter than 3:1. The consent
judgment directed the HOA to regrade those slopes to 3:1 to gain as much surface area and
volume as possible.
6. Are we keeping the pump system as the main means of drawing down the storage
volume? Does the pump rate need to be adjusted based on these new elevations?
Please address these items by October 16, 2016.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
linda.lewis(a)ncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28403

Casmer, Jo
From: Casmer, Jo bµ d d,, s s
Sent:
M: Wed se27 y@me..co '; S "Wdan' I- PlM le
� a o emu, L a A
Subject: Wedgefield at Crosswinds South; Stormwater Permit SW8 921115
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Plan Revision application on August 15, 2016. The project has been assigned to Linda
Lewis and you will be notified if additional information is needed.
Jo Casmer
Administrative Assistant for DEMLR/Slormwater Section
North Carolina Department of Environmental Quality
Department of Environmental Assistance & Customer Service
910 796-7336 office
910 350-2004 fax
io.Casmeancdenr.go
127 Cardinal Drive Extension
Wilmington, NC 28405
-:: 'Nothing Compares.--�
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

a

ClN55 Ji rtis Sc �rG.
Completeness Review Checklist
Project Name: ��¢r�4� Received Date: t d
Project Location: r� CcvsS .JAs Accepted Date: �� �Q
ARule(s) �2008 Coastal �1995 Coastal Phase II (WiRO.) Universal �'1988 Coastal
Type of permit: New or Mod o PR Existing Permit # (Mod or PR): '� �) PE Cert on File?
Density: HD or LD Type: Commercial or Residential NCG:
%: ®(% C Strearrr Class: 11SA Map ElOffsite to SW8
Subdivided?: Subdivision or Sinele Lot IMORW Map r7Exempt
Paperwork Emailed Engineer on:
OSupplement(s) (1 original per BMP) BMP Type(s):
®0&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
pplication with correct/original signatures Deed
Corp or LLC: Sig, Auth. per SoS or letter 01Email Address: Design Engineer
0$505 (within 6mo) Email Address: Owner
Soils Report with SHWT — �J�� �"� °' '7 Note to ReOewe&:�
u ations (signed/sealed)
No obvious errors
Density includes common areas, etc
�d Restrictions, if subdivided:
& Notarized
Plans
�2 Sets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands: Delineated or No Wetlands
Li
Vicinity Map ®Layout (proposed BUA dimensions)
Legend �DA MapsProject Boundaries
Infiltration
Soils Report
Botto
m:
Bottom:
Visited:
Additional Information:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)
Wet Pond
11 Soils Report
OSHWT:
PP:
Off site
UPE Cert for Master .
Deed Rest for Master
BUA Permitted (Master):
BUA Proposed (Offsite):
Lot #:
r7lLot #Matches Master
sf
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DEMLR USE ONLY
ate Re c ived Fee Paid ex ress only)
p Permit Number
C>
N
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT PLAN REVISION APPLICATION FORM
This form may be pliotocopied for use as an original
I. GENERAL INFORMATION
1. Stormwater Management Permit Number: SWS 921115
2. Project Name: Wed gefield at Crosswinds South
3. Permit Holder's name (specify the name of the corporation, individual, etc.):
Wedgefield at Crosswinds South HOA Inc —+
4. Print Owner/Signing Official's name and title (person legally responsible for p �-+E IVE
11
Koreen LaRose President AUG 15 2016
5. Mailing Address for person listed in item 2 above: BY:
CityMilmington State:NC Zip:28460
Phone: (910 ) 599-4500 Fax:
Eniail:[e-mail]
It. PLAN REVISION INFORMATION
1. Summarize the plan revision proposed (attach additional pages if needed):
Provide as -built survey withpond surface area and volume calculations
Ill. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. The complete
application package should be submitted to the DEMLR Office that issued the permit.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item. /
I s
• Original £a 1 copy of the Plan Revision Application Form
• Two (2) copies of revised plans (must be revisions of original approved plan sheet(s))
If applying for Express review (only available in 20 coastal counties):
• Application fee of $500.00 (made payable to NCDENR) tl I LA
VI. APPLICANT'SCERTIFICATION
1, (print or type name of person listed in General Information, item 3) Koreen LaRose
certify that I have authorized these plan revisions and that the information included on this plan revision
application is, to the best of my k o edge, correct and complete.
Signature: Date: g, c&1.,
Plan Revision Form Rev. Oct. 31, 2013

C. Lawrence Sneeden, Jr. PE
6217 Head Road
Wilmington, NC 28409
910-520-1835
TO: NC DENR
127 Cardinal Drive Extension
Wilmington NC 28405
We are Sending:
RECEIVED
AUG 15 2016
LETTER OF TRANSMITTAL
Project Name: Wedgeffeld South
Project No: SW8 6211 m
`zm5
Attention: Linda Lewis
Date: August 14 2016
FX�Plans ❑Change Order ❑x Enclosed
❑Proposal ❑Computations ❑ Under separate cover via
❑Literature ❑Specifications
❑Copy of Letter QOther
These are Being Sent
❑x
For Your Approval
❑
Approved as Noted
❑
For Your Use
❑
Approved as Submitted
❑
For Your Review and Comment
❑
Approved as Changed
❑
For Your Signature
❑
Returned for Corrections
❑
For Bids Due
❑
Returned After Loan to Us
By: ❑ Courier
Remarks:
❑ Federal Express
15 2016
❑ corrected and Returned
❑ As Requested
❑ Mail ❑Other
Signed 8 Date g��%6

J
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AUG 15 2016
BY.

Lewis,Linda
From:
Koreen LaRose <[e-mail]>
Sent:
Tuesday, May 24, 2016 10:19 PM
To:
Larry Sneeden
Cc:
Lewis,Linda; Koreen LaRose ([e-mail])
Subject:
Re: Wedgefield SW8 921115
Thanks Larry
Sent from my iPad
On May 24, 2016, at 10:15 PM, Larry Sneeden<[e-mail]> wrote:
Koreen,
I have most of the calculations done. Going through the application and detention pond supplement to
make sure everything is completed. Should have finished package tomorrow night.
Larry Sneeden
C. Lawrence Sneeden, Jr. PE
Coastal 5tormwaterServices, Inc.
6217 Head Road
Wilmington, NC 28409
[phone]
From: Koreen LaRose [mailto:klarose27Calme.com]
Sent: Tuesday, May 24, 2016 10:11 PM
To: Lewis,Linda
Cc: Koreen LaRose (klarose27(@icloud.com); Larry Sneeden
Subject: Re: Wedgefield SW8 921115
Hello,
This is just a follow up to the voice message I left Larry on May 24,2016, 1 am waiting to hear back from
Larry as to the status of the as -built survey of the surface area at permanent pool and sealed temporary
pool volume calculations.
Koreen
;- Wedgefield
910-599-4500
Sent from my iPad
On May 11, 2016, at 3:48 PM, Lewis,Linda <[e-mail]> wrote:
Koreen:
Last August 2015, 1 emailed Larry Sneeden the original design
calculations for the Wedgefield pond in anticipation of receiving the
surface area provided and volume provided numbers. I emailed Larry and

i, you again at the start of this year, requesting a status, but I still haven't
received anything yet.
If you will recall, the Consent Judgment allowed Wedgefield time to gather
up sufficient funds to pay for the restoration work including regrading the
pond slopes to get as much surface area as possible and removing
sediment to gain as much design depth as possible. Schedule of
Compliance Condition IL of the permit states the following:
The permittee shall obtain an estimate of the depth of the accumulated sediment in the
pond. If the sediment has accumulated to a point such that the pond depth is four feet
or less, the permittee shall enter into an agreement with DEMLR regarding the time
frame for removing the accumulated sediment such that the pond's design depth is
restored to 5 feet. Along with or subsequent to the removal of the accumulated
sediment, the permittee shall enter into an agreement with the Division to stabilize the
side slopes of the Front Pond as per the Consent Judgment, and to provide as much
permanent pool surface area as reasonably possible, given the physical constraints. The
permittee shall then submit a permit modification and revised plans to the Division
reflecting the permanent pool surface area and temporary pool storage volume that
have been provided.
At the end of the restoration effort, Wedgefield is supposed to submit their
findings of how much surface area, and volume has been provided so that
those numbers can be placed into the permit as the benchmarks for future
compliance. The Consent Judgment was entered on June 5, 2007, nearly
9 years ago. It's time to fully comply with that Consent Judgment by
documenting the as -built pond information in the permit.
Please provide the required information by June
as -built survey of the surface area at permanent
temporary pool volume calculations. If you have
me know.
Thanks.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
linda.lewistaa)ncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28403
<image003.png>
11, 2016, to include an
pool and sealed
any questions, please let
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

�; R2 /llS FlLF
lovOis,Linda
From:
Lewis,Linda
Sent:
Wednesday, January 20, 2016 5:44 PM
To:
'Koreen LaRose'
Subject:
RE: Wedgefield and Windjammer
Well, isn't that interesting? 1 thought something was strange about that complaint.
Many thanks for investigating so quickly on such a cold day!
Linda
From: Koreen LaRose [mailto:[e-mail]]
Sent: Wednesday, January 20, 2016 5:35 PM
To: Lewis,Linda <[e-mail]>
Subject: Re: Wedgefield and Windjammer
Hi Linda,
Just wanted to let you know that Jane and I went out to investigate the so called concrete "plug" in the ditch, we didn't
see such a thing. The only thing in that ditch is debris that needs to be cleaned.
I have not yet heard from Larry Sneeden either.... hopefully soon.
Thanks,
Koreen
Sent from my iPad
On Jan 20, 2016, at 3:21 PM, Lewis,Linda <[e-mail]> wrote:
Hey Koreen:
Kelly Johnson took a walk-in visit today from Mr. Lincoln Hill who is concerned about a concrete "plug"
in the ditch behind his house. This is the first I am hearing of this. Do you know anything about his
complaint? The only "plug" I am aware of is the one further down the ditch between Wedgefield and
Crosswinds. Did the HOA install this "plug" after our negotiations? If the HOA did not install the plug,
then do you know who did?
Of course with all the rain we've had, flooding complaints are definitely on the rise. Please remind the
lot owners in Wedgefield that the Division has no jurisdiction over flooding. I would have thought that
became clear during the hearing a few years ago, but memories can be short.
Btw- Larry Sneeden came by our office last week and I was able to give him a note that you wished to
speak with him. Apparently, he lost all his email due to some computer glitches or hacks. Hopefully, he
will call you soon, if he hasn't already.
Thanks,
Linda

�y
From: Johnson, Kelly
Sent: Wednesday, January 20, 2016 3:04 PM
To: [e-mail]
Cc: Lewis,Linda <linda.lewis([e-mail]>
Subject: Wedgefield and Windjammer
Mr. Hill,
I discussed your question with Linda Lewis in my office. She has worked on this project for many years
and is not aware of a concrete block permitted to be in the ditch in the location highlighted in yellow in
the attached. If there is an unpermitted blockage in the ditch then she recommended that you contact
your HOA and bring it to your attention.
Thanks,
Kelly
K,eUJohASOVL
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
<Wedgefield and Windjammer.pdfl
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1 LO ' I" � j-N\ll j 10VVt0 F) I
Lincoln Hill MCA
Colonel, U.S.A.F., Retired �!i� P�NRol
4617 Wedgefield Drive
Wilmington, NC 28409 '
Ph:910.792-1910
Cell: 910-352.6477
[e-mail]
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STORMWATER RETENTION POND STORAGE
WEDGEFIELD AT CROSSWINDS SOUTH, HOA
POND / COMMON AREA WEDGEFIELD AT CROSSWINDS SOUTH
PARCEL ID N R07114-005-011-000 DEED BOOK 5189 PAGE 930 MAP BOOK 33 PAGE 240
WILMINGTON TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
15,154 sq.ft. (SURFACE AREA CONTOUR 23.3')
+ 13,104 sq.ft. (SURFACE AREA CONTOUR 22.0')
28.258 sq.ft. /2=14,129 z 1.3' = 18,367.70 Cubic feet STORAGE
APRIL 13, 2015

STATE OF NORTH CAROLINA IN THE GENERAL COURT OF JUSTICE
COUNTY OF NEW HANOVERSUPERIOR COURT DIVISION
04-CvS-2896
STATE OF NORTH CAROLINA, e rel.
William G. Ross, Jr., Secretary, ) A TRUE COPY
Secretary, North Carolina Department of ) CLERK OF SUPERIOR COURT
Environment and Natural Resources, ) NEW HANOVER COUNTY
BY: Katherine Dibafa-Wh
Plaintiff, ) Deputy Clerk of Superior court
vs. ) C NSENT JUDGMENT
B&D DEVELOPMENT CORPORATION, )
WEDGEFIELD AT CROSSWINDS )
SOUTH HOA, INC., and CROSSWINDS )
HOA, INC., )
Defendants. )
Plaintiff, State of North Carolina ("State"), Defendant B&D Development
Corporation (hereinafter "B&D"), Defendant Wedgefield at Crosswinds South HOA, Inc.
(hereinafter "Wedgefield"), and Defendant Crosswinds HOA, Inc. (hereinafter "Crosswinds"),
and William K. Trask (hereinafter "Trask"), hereby agree to the entry of this Consent Judgment
in order to resolve the matters in controversy between the parties. Service of process of the
Complaint and the Amended Complaint filed herein is hereby accepted and the jurisdiction of
this Court hereby acknowledged by all Defendants. The parties agree that this Consent
Judgment may be signed out of county, out of term or session, and out of district.
The State brought this civil action to compel B&D to take corrective action to
restore stormwater control measures as required by Stormwater Management Certification
No.921115 and Stormwater Management Certification No. 930710 ("the Certifications"). The
stormwater control measures, which are required by the Certifications are located in the
NZAP

Crosswinds and Wedgefield residential subdivisions in Wilmington, New Hanover County. The
State filed an Amended Complaint on or about March 14, 2006, to add Crosswinds and
Wedgefield as defendants in accordance with an order entered by The Honorable D. Jack Hooks,
Jr. on or about February 8, 2006, ruling that Crosswinds and Wedgefield are necessary parties to
any final decision in this litigation.
UZEL TIONS QF FACT
Plaintiff is the sovereign State of North Carolina. This action was brought on the
relation of William G. Ross, Jr., Secretary of the Department of Environment and
Natural Resources, the State agency established pursuant to N.C. Gen. Stat. §
143B-275, gt sec.., and vested with the statutory authority to enforce the State's
environmental laws, including laws enacted to protect the water quality of the
State.
2. Defendant B&D Development Corporation is a North Carolina corporation doing
business in New Hanover County, North Carolina. B&D's registered agent is
Dick J. Thompson. B&D's principal mailing address and registered office address
is 111 Merchant Lane, Carolina Beach, North Carolina 28248.
3. Defendant Wedgefield is an association of property owners served by the
stormwater control systems which are the subject matter of this civil action.
4. Defendant Crosswinds is an association of property owners served by the
stormwater control systems which are the subject matter of this civil action.
5. On or about April 28, 1993, B&D submitted a revised application for a
Certification of Compliance with Stormwater Regulations for Stormwater Project
2
li

No. 921115, Wedgefield, to DENR's Division of Water Quality Wilmington
Regional Office ("DWQ").
6. On or about July 19, 1993, B&D submitted an application for a Certification of
Compliance with Stormwater Regulations for Stormwater Project No. 930710,
Crosswinds, to DWQ.
7. On or about October 12, 2000, R&D responded to DWQ and offered to take
collective action on the rear pond, including provision of additional surface areas
and volume based upon the design criteria then in effect to the extent reasonably
possible.
g. On February 26, 2001, DWQ issued a Final Notice of Violation to B&D which set
forth violations of the Certification committed by B&D. The final Notice of
Violation was received by B&D on February 27, 2001.
9. On April 20, 2001, B&D submitted an application for modification, which
proposed corrective action to bring the rear pond into compliance with the
Certification.
10. On June 25, 2001, DWQ requested additional information about the rear pond
from B&D.
11. On December 3, 2001, DWQ informed B&D that its modification application
remained incomplete and that the Company's proposed time frame for the
completion of the modifications was unacceptable.
12. On December 27, 2001, B&D stated in a letter to DWQ that meeting a deadline of
January 3, 2002, for completion of any work which DWQ and R&D might agree
upon was not possible for B&D to achieve.
3

13. On November 6, 2002, DWQ issued a Notice of Violation to B&D for violations
of Stormwater Permit No. 921115 (the front pond), which was received by B&D.
14. The State did not issue any Notices of Violation to Wedgefield or Crosswinds.
15. Wedgefield has limited financial means and needs a reasonable period of time to
maintain and make repairs to the Wedgefield pond.
16. Because of the front berm it is impracticable to restore the slope on the west bank
of the Wedgefield pond to a 3:1 ratio. Similarly there is limited space to access
the north bank of the pond due to swimming pool construction at that site.
17. There is limited access to the front pond because of the front berm between
College Road and the front pond and there are no other access easements to the
front pond.
CONCLUSIONS OF LAW
This Court has personal jurisdiction over the parties and subject matter
jurisdiction over the controversy. The Complaint states a claim upon which relief
can be granted.
2. This Consent Judgment entered into by the parties is fair and will terminate the
controversy between them in regards to this proceeding.
ORDER
IT IS THEREFORE, upon consent of the parties, and without the taking of any
testimony, ORDERED, ADJUDGED and DECREED:
Defendant B&D shall:
(a) Within ninety (90) days from the entry of this Consent Judgment perform
such excavation as is necessary to provide additional surface area at the
rd

permanent pool elevation in the rear pond as permitted under 930710, on
the rear portions of Lots 304 and 305, Section 5, Crosswinds, as shown on
a map recorded in Map Book 35, Page 316, New Hanover County Register
of Deeds, owned by Trask as shown and highlighted on the attached
Exhibit A, to meet the requirements of 15A NCAC 2H.1003(i) (1988), to
the extent feasible. Crosswinds and Trask shall provide B&D access to
the pond to perform the work and release B&D from any claims of
Crosswinds or Trask associated with the work. At the conclusion of the
work, Trask and spouse shall deed to Crosswinds those portions of Lots
304 and 305 of Crosswinds as shown and highlighted on the attached
Exhibit A. The outlet structure shall remain "as is" with no increase in
elevation.
(b) Within thirty (30) days from the entry of this Consent Judgment, B&D
shall pay to Crosswinds the sum of $6,500.00 to increase the number or
size of the pipe(s) connecting the two rear ponds.
2. Wedgefield and Crosswinds shall evaluate the capacity of the ditch which
connects the front and rear pond to convey the surface runoff, as close to the
original plan as practicable to their respective wet detention ponds. Subject to the
results of that evaluation, Wedgefield and Crosswinds may install a plug in the
interior drainage ditch at the appropriate break point, contingent on the removal,
by any third party, of any hydraulic barriers downstream, in the Highway 132
ditch. Neither Wedgefield nor Crosswinds shall be required by this Consent
5

Judgment to remove any such hydraulic barriers downstream of the subdivisions.
Crosswinds shall be required to maintain the above -described ditch, piping and
other appurtenances and keep them clear of obstructions.
3. (a) Wedgefield shall remove silt from the front pond to restore its depth, as near to the
original plan as practicable. Wedgefield shall perform the work on the front pond
with a backhoe and shall only be required to remove the sediment from the
interior of the pond to restore the slopes on the south bank and north bank to as
close as a 3:1 ratio as practicable. Wedgefield shall not be required to restore the
slope on the west bank of the front pond to a 3:1 ratio. Wedgefield may utilize
the spoil material from the excavation to restore the south and north banks'
slopes. Any action by Wedgefield is contingent upon the North Carolina
Department of Transportation: granting a permanent access and maintenance
easement to the front pond. Any action by Wedgefield is further contingent upon
Wedgefield being able to construct permanent access from Highway 132 to the
front pond for no more than $2,500.00. DWQ and Wedgefield shall negotiate an
appropriate schedule for completion of the work.
(b) Within thirty (30) days from the entry of this Consent Judgment, B&D shall pay
to Wedgefield the sum of $6,500.00 to help defray the costs for the activities
referenced in paragraph 3(a) herein.
4. Upon completion of the pond excavation, Wedgefield shall clear, reseed and
establish a permanent groundcover on the banks surrounding the front pond
permitted under 921115 from the water line to the top of the slope of said banks.
0
M

5. The Plaintiff shall, to the extent required by the North Carolina General Statutes
and any rules promulgated there under authorize, grant and provide any and all
permits, if necessary, required for B&D and/or Wedgefield, and /or Crosswinds,
at no cost to perform the activities which are referenced herein and agreed upon
by the parties. All activities undertaken pursuant to this Consent Judgment are
deemed by agreement of the parties to be maintenance which will not require the
application for, or issuance of, any permits by the plaintiff.
6. The Court shall retain necessary jurisdiction of this matter for purposes of
enforcing the terms of this Consent Judgment and, for determining upon any
motion by either party that the requirements of this Consent Judgment have been
met and that dissolution of it is appropriate.
7. That the orders issued by the Court shall be enforceable by and through the
contempt powers of this Court pursuant to Chapter SA of the North Carolina
General Statutes.
8. That each party shall bear its own costs and attorney fees.
9. Upon confirmation of compliance with the terms and conditions of this Consent
Judgment, the parties shall, to the extent allowed by the North Carolina General
Statutes and any rules promulgated thereunder take all reasonable and necessary
action to ensure that the stormwater permits referenced herein and the related
individual permits which cover the built -upon area maximums of the individual
lots within sections of Crosswinds and Wedgefield shall be transferred to and
accepted by the Crosswinds Homeowners Association, Inc. and the Wedgefield at
Crosswinds South Homeowners Association, Inc. (as applicable). Upon transfer,
7

the Plaintiff shall consider that each association is in compliance with these
permits, or if not in compliance, the State shall take no action against the
defendants for existing noncompliances that are a part of or caused by the original
construction. The respective Homeowners Associations shall be required to
maintain their systems in compliance with the Permits as modified by this
Agreement.
10. That the parties, with court approval, may jointly modify the provisions of this
Consent Judgment.
This the �iday of
PI
IN

WE CONSENT:
B&D DEVE MENT, INC.
By:
Dic J. Thompson
Treasurer
By:
Clay A. Collier
Attorney at Law
2451 S. College Road
Wilmington, NC 28412
WILLIAM K. TRASK

WEDGEFIELD AT CROSSWINDS
SOUTH HOA, INC.
By: �= /J
William G. Wright
--
Shipman & Wright, LLP
11 S Fifth Avenue
Wilmi
Bn 1
.
i ent sid t
10
1j/

CROSSW
By:
Charles D. Meier
Marshall, Williams & Gorham, L.L.P.
P. O. Drawer 2088
Wilmington, NC 28402-2088
By:< --
AI Barone, Vice President
11
in

NORTH CAROLINA DEPARTMENT
OF ENVIRONMENT AND NATURAL
RESOURCES, DIVISION OF
WATER QUALITY
By:
Alan Klimek, P.E. Director of the
Division of Water Quality
ROY COOPER
Attorney General
By:
D nal . Laton
Assistant Attorney General
N.C. Department of Justice
Environmental Division
9001 Mail Service Center
Raleigh, NC 27699-9001
Telephone: [phone]
Attorney for Plaintiff
12
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Weaver, Cameron
From:
Lewis,Linda
Sent:
Thursday, October 23, 2014 3:17 PM
To:
Ager, David
Cc:
Weaver, Cameron
Subject:
RE: Wedgefield
Attachments:
-WRD000.!pg
David:
I don't have the ability to make a full-size plan copy here in our office. You can call Cameron Weaver at 910-796-7303
and make an appointment to meet him over at Allways Graphics on Racine Drive where they can scan, email and/or
printout a copy of the plans at your expense. Please let Cameron know the permit number is 921115 when you call.
Because all the runoff is mostly piped already and treated in the pond, extending the pipe a little further is not a
problem and will not be a permit violation.
Linda
From: Ager, David [mailto:[e-mail]]
Sent: Thursday, October 23, 2014 2:54 PM
To: Lewis,Linda
Cc: Ager, David
Subject: RE: Wedgefield
Hey Linda! I've looked all over, and we can't find any plans within our board. Can you please send me the "Outlet
protection see detail on sheet 2 of 5" detail? If I need to get it some other way, if you can tell me how that is, I would
appreciate it. I'm trying to work with the realtors on this.
In addition, they are asking for some kind of letter from the HOA giving permission to the new lot owner to extend this
pipe all the way to the back of the yard and discharge on the back side of the fence, at their expense. I believe you said
the other day that that would be acceptable, but just wanted to make sure before I did anything like that.
Please let me know.
Thanks Linda!
'Referral Rewards Program`
Want a $10 Referral Reward Gift Card? Refer your friends or family for a quote and we'll send you
one for each referral!

From: Lewis,Linda [[e-mail]]
Sent: Monday, October 13, 2014 10:12 AM
To: Ager, David
Subject: Wedgefield
David:
The plans show an 18" diameter corrugated metal pipe (CMP) within the easement. It's 150 feet long, and ends at an
invert of 19.9. I've attached a scan of that area from the approved plan for your use.
The HOA should have a copy of the approved plans. If you do not, please make arrangements to get a copy made
through Cameron Weaver at 796-7303. He can meet you over at Allways Graphics on Racine Drive, where a copy can be
made at your expense.
Linda Lewis
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Main Office - 910-796-7215
Direct Line - 910-796-7343
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.

f
Lewis,Linda
From: Lewis,Linda
Sent: Tuesday, June 17, 2014 10:48 AM
To: 'Ager, David'
Subject: RE: quote from retention pond services
David
This is the language from the permit:
The permittee shall obtain an estimate of the depth of the accumulated sediment in the pond. If the sediment
has accumulated to a point such that the pond depth is four feet or less, the permittee shall enter into an
agreement with DEMLR regarding the time frame for removing the accumulated sediment such that the pond's
design depth is restored to 5 feet. Along with or subsequent to the removal of the accumulated sediment, the
permittee shall enter into an agreement with the Division to stabilize the side slopes of the Front Pond as per
the Consent Judgment, and to provide as much permanent pool surface area as reasonably possible, given
the physical constraints. The permittee shall then submit a permit modification and revised plans to the Division
reflecting the permanent pool surface area and temporary pool storage volume that have been provided.
I envisioned that the bid proposal would just be a part of the overall permit -required "agreement" between the
Division and the HOA for restoring the pond. You should incorporate the RPS bid into your submission to the
Division and add in the goals to be achieved and the timeframes to achieve them. A few things to notice:
1. The pond design depth needs to be restored to 5 feet. There is no mention of what the goals of removing the
sediment are, which is to restore pond depth and to create surface area. Item #1 of the RPS estimate only
discusses removing 500 cy of material to add pond volume.
2. The permit requirement is to provide as much permanent pool surface area as reasonably possible. The RPS
estimate makes no mention of if or how much additional surface area will be provided as a result of the
sediment removal.
#4 of the RPS estimate needs to specify that the repaired side slopes should be restored to a 3H:1V slope. This is
another way of achieving additional surface area - by restoring the angle of those slopes that have sloughed
down back to the required 3HAV.
Instead of leaving those "point sources" to undo all the good that will be done, I suggest extending the
downspouts to the water's edge to avoid the slopes and the potential erosion. This could be a part of the RPS
bid work, or it could be a bullet -point in the agreement that the HOA will notify those lot owners to take care of
it themselves.
5. In order to provide the necessary revised plans reflecting the added surface area , you may want to include an
as -built survey as part of the RPS bid work, unless you will be making arrangements directly with a surveyor to
get that done.
Hope these comments help.
Linda
From: Ager, David [mailto:[e-mail]]
Sent: Monday, June 09, 2014 3:17 PM
To: Lewis,Linda
Cc: Ager, David
Subject: FW: quote from retention pond services
Good afternoon Linda. Hope you're doing well!
I think we are FINALLY ready to get moving on getting this pond where it needs to be.

Please see attached quote from Retention Pond Services.
Please read over it to make sure that it fits all DENR's needs, and give your blessing on it.
Once we get that, we will schedule RTS to come and do the work. In addition, I have forwarded a copy of the signed
permit over to Abby at RTS just for her to read one more time to make sure there's nothing they are missing as well.
By the way, the new board is no longer using Brian Geschikter as our lawyer, so please don't send anything through him
so that we don't have to pay additional fees.
Thanks!
Want a $10 Referral Reward Gift Card? Refer your friends or family for a quote and we'll send you one for
each referral!
From: dad mom [[e-mail]]
Sent: Sunday, June 08, 2014 2:58 PM
To: Board; Michael and Jane Orseno 4800; Ager, David; Ken and Koreen LaRose 4604; Jim & Martha Andrews 4908;
David Wray 4733; Randy & Jane Coleman 4749 HOA
Subject: Fwd: quote from retention pond services
Sent from my iPad
Begin forwarded message:
From: Jane <[e-mail]>
Date: June 8, 2014 at 1:24:17 PM EDT
To: Koreen <[e-mail]>
Cc: Mike & Jane Orseno <orensoC&gmail.com>
Subject: Fwd: quote from retention pond services
From Randy
Koreen,with
Attached is the quotes from Retention Pond Services. The quote looks pretty good. At this stage I think
they are the only decent company with a good quote.
Sent from my iPhone
Begin forwarded message:
From: Randy Coleman <Randy.ColemanCulvictaulic.com>
Date: June 6, 2014 at 4:02:01 PM EDT

~ To: 'Jane Coleman (classiclook.ianeO)yahoo.com)" <classiclook.iane(@yahoo.com>
Subject: FW: Wedgefield
From: Abby Stanley[mailto:abby(@retentionponds.com]
Sent: Monday, May 12, 2014 4:17 PM
To: Randy Coleman
Cc: Edward Coleman
Subject: Wedgefield
Randy,
Attached is the revised quote. Please let us know if you have any
questions.
Thank you,
Abby Stanley
Project Estimator

Retention Pond Services, Inc.
Specializing In all phaaea of Aquatic and Wetland Maintenance
NAME/ADDRESS BID DATE BID#
Wedgefield HOA 5/12/2014 2718
4721 Wedgefield Drive
Wilmington, NC 28409 TERMS PROJECT NAME
Due On Completion
DESCRIPTION TOTAL
Retention Pond Services, Inc. ("RPS") proposes to complete the following scope of work: 28,300.00
1. Remove approximately 500 cubic yards of accumulated sediment to add pond volume. All removed sediment will
be disposed offsite.
2. Cut 13 pine trees from the south pond slope. The trees will be cut flush with the ground and disposed of offsite.
3. The collars of the two intakes will be brought to the appropriate grade and stabilized using class B rip rap placed
over filter fabric. In addition class B rip rap will be placed over filter fabric to create an energy dissipation pad at the
toe of each of the two intakes. Approximately 30 tons of class B rip rap and 5 tons of compactible fill will be used in
performing the work described in this numbered paragraph.
4. Repair the areas of erosion on the west slope using approximately 15 tons of compactible fill. Repair the areas of
erosion and rodent holes on the north slope and south slopes using approximately 30 tons of compactible fill.
Stabilize all slope banks using a hydroseed mixture with the appropriate amendments. The silt fences on the north
slope will be removed and disposed offsite.
5. There are several gutter downspouts terminating on the north slope. Any discovered downspout will be capped.
6. Repair the tracking along the access area using centipede sod. This area will be raked out and the sod will be
tapered in to the height of the adjoining grass.
—There are areas of erosion on the north slope directly attributed to point source discharge along wood fencing that
borders property lines. This scope of work does not contemplate altering the property of any homeowner and thus the
point sources will continue to result in areas of erosion unless the areas are addressed by the owner of the property
who has a point source discharge along their fence.
"'Wedgefield HOA will obtain permission from the owner of improved Lot #37 to access the pond along the berm
parallel to College Road.
by:
Date
I Thank you for the opportunity to quote this work. I TOTAL $28,300.00 I
This estimate is effective for 30 days from date at the top of the page.
P.O. Box 15630 - VAhrxngton. NC 28408 - 910.313.6830 - W8.791.3600 - Pia 910.313.6870
wwrw.retarrdonpordb.com

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