SW6140202_CURRENT PERMIT_20140306

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
sw4z4�
DOC TYPE
D CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M DD

01A.
A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, CPM Pat McCrory, Governor
Director John E. Skvarla, III, Secretary
March 6, 2014
Mr. Watson G. Caviness
Breezewood of Fayetteville, LLC
4700 Weddington Road
Fayetteville, North Carolina 28305
Subject: Stormwater Permit No. SW6140202
Bedford — Section One Project
Dear Mr. Caviness:
The Division of Energy, Mineral, and Land Resources (DELMR) received a complete Stormwater
Management Permit Application for the subject project on February 26, 2014. Staff review of the plans
and specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Tide 15A NCAC 2H.1000 and Session Law 2006-246. We are forwarding Permit
No. SW6140202, dated March 6, 2014, for the construction, operation and maintenance of the subject
project and the stormwater BMPs. This permit shall be effective from the date of issuance until March 5,
2022, and shall be subject to the conditions and limitations as specified therein, and does not supersede
any other agency permit that may be required.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150E of the North Carolina General Statutes. Per
NCGS 143-215(e) the petition must be filed with the OAH within thirty (30) days of receipt of this
permit. You should 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. Unless such demands are made
this permit shall be final and binding.
This project will be kept on file at the Fayetteville Regional Office. If you have any questions, or need
additional information concerning this matter, please contact Mike Randall at [phone]; or'�
[e-mail].
Sincerely,
MAR 1 1 2014
for Tracy E. Davis, PE, CPM, Director �
cc: SW6140202 File, Fayetteville Regional Office
ea Jasmes M. Kizer, Jr., Moorman, Kizer & Reitzel, Inc.
Geological Survey Section • Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-92001 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 • Internet: hftp://portal.ncdenr.org/web/Ir/
An Equal Opportunity 1 Affirmative Action Employer— 50% Recycled 110% Post Consumer Paper

State Stormwater Permit
Permit No. SW6140202
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
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
Breezewood of Fayetteville, LLC
Bedford — Section One
7951 Fayetteville Road, Raeford, North Carolina, Hoke County
FOR THE
construction, operation and maintenance of a Wet Detention Basin in compliance with
the provisions of Session Law 2006-246 and 15A NCAC 2H .1000 (hereafter referred to
as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the State and considered a part of this permit.
This permit shall be effective from the date of issuance until March 5, 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.
2. The Wet Detention Basin is approved for the management of stormwater runoff
as described in the application documents and as shown on the approved plans.
All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
4. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
5. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
Page 1 of 4

State Stormwater Permit
Permit No. SW6140202
II. SCHEDULE OF COMPLIANCE
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
2. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted Wet Detention Basin functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the filter strip.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans.
f. Debris removal and unclogging of all drainage structures, level spreader,
filter media, planting media, underdrains, catch basins and piping.
g. Access to the cell and outlet structure must be available at all times.
Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken.
4. The permittee shall submit an annual summary report of the maintenance and
inspection records for the Wet Detention Basin. The report shall summarize the
inspection dates, results of the inspections, and the maintenance work
performed at each inspection.
5. The Wet Detention Basin shall be constructed in accordance with the approved
plans and specifications, the conditions of this permit, and with other supporting
data.
6. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the Wet Detention Basin certifying that the
permitted facility has been installed in accordance with this permit, the approved
plans and specifications, and other supporting documentation. Any deviations
from the approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
7. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
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 any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
Page 2 of 4

State Stormwater Permit
Permit No. SW6140202
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of eight years from the date of the completion of
construction.
10. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the 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.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form signed by both parties, to the
State, accompanied by the supporting documentation. The approval of this
request will be considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves a request to transfer the permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the State, in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
4. 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) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, 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.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
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.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
Page 3 of 4

State Stormwater Permit
Permit No. SW6140202
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes at least 30 days prior to making such changes.
12. The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to the expiration date of this permit.
Permit issued this the 6'" day of March, 2014.
Director Division of Energy, Mineral, and Land Resources
Page 4 of 4

State Stormwater Permit
Permit No. SW6140202
Breezewood of Fayetteville, LLC
Bedford — Section One
7951 Fayetteville Road, Raeford, North Carolina, Hoke County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project Name)
for I (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
cc: NCDENR-DEMLR Regional Office
Page 1 of 1

i .4
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one): MAR 1 1 2014
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
— If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
AMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash debris is present.
Remove the trash debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
,
Form SW401-Wet Detention Basin O&M-Rev.4
Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 2 of 4

i
Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 189.00 feet in the main pond, the
sediment shall be removed.
When the permanent pool depth reads 189.00 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
189.00 1
-----------------
FORF,BAY
BASIN DIAGRAM
ill in the blanks)
i ft Min.
Sediment
Storage
Permanent Pool Elevation 193.50
Pool
Sediment Removal Elevation 189.00 Volumm
Bottom Elevation
MAIN POND
1-ft
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Bedford Subdivision - Section One
BMP drainage area number:STORMWATER POND 1
Print name:
Address:639 Executive Place, Suite 400, Fayetteville, NC 28305
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
N � & ehar-� , a Notary Public for the State of
� n
Norm C�ro1 Ana ,County of \ Al (V1�P.0FO J , do hereby certify that
y\Ja+SOn G . Cavl,ofsl'_� personally appeared before me this
day of lxc&)Y)Yyr ,/ill , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal, ' u � V .
%1% g �NtRIN
r ,�,OTA9/
�mF AV B L,C'.?:
,9,gIVD CC
SEAL
My commission expires MOLOC U l '20 1
Form SW401-Wet Detention Basin O&M-Rev.4
Page 4 of 4

Permit No.
(to be provided by DWD)
LTMWA
TA
020E W A rf9,
NCDENR
h
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name BEDFORD SUBDIVISION - SECTION ONE
Contact person James M. Kizer, Jr. PE
Phone number 910-494-5191
Date 1130/2014
Drainage area number
II. DESIGN INFORMATION
Site Characteristics
Drainage area
Impervious area, post -development
% impervious
Design rainfall depth
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5• runoff volume
Pre -development 1-yr, 24-hr runoff
Post -development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr storm peak Flow required?
1-yr, 24-hr rainfall depth
Rational C, predevelopment
Rational C, post -development
Rainfall intensity: 1-yr, 24-hr stone
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the pen. pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp, pool?
Elevation of the top of the additional volume
4,020,588 it'
2,010,294 ffz
50.00 %
1.0 in
167,525 ft3
198,330 ft3
OK, volume provided is equal to or in excess of volume required.
111
fit
ft3
ff3
Y (Y or N)
3.3 in
0.20 (unless)
0.50 (unitless)
1.60 inlhr OK
2.55 ft'Isec
76,83 ft3tsec
74.28 ft3/sec
195,00 111
193.50 fmsl
193.56 hest
194.00 fmsl
193,00 fmsl
189.00 fmsl
188.00 fmsl
1.00 it
MAR 1 1 2014
I tot
(Y or N) 3 '
fmsl : '••lc�v� FP• �Y
ul„la'•
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Parts I. a II. Design Summary, Page 1 of 2

Permit
no be provided by DWD)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, Ap,,.
Area, bottom of 1 Oft vegetated shelf, Ad, u,n
Area, sediment cleanout, top elevation (bottom of pond), Ab,t d
Volumes
Volume, temporary pool
Volume, permanent pool, V. "
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-21h)
Volume, permanent pool, Vp,,,-y,b
Area provided, permanent pool, Ap,,,,.
Average depth calculated
Average depth used in SAIDA, it,,, (Round to nearest 0.511
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, Ap,._r„i
Area, bottom of 1 Oft vegetated shelf, Awi u,,,f
Area, sediment cleanout, top elevation (bottom of pond), Ate_.
136,820 ft?
100,515 ft2
2.50 (unitless)
121,191 ft' OK
110.690 it,
86,121 ft`
198,330 ft' OK
526,104 rya
109,665 its
20.8% % OK
90 %
N (Y or N)
Y (Y or N)
2.50 (unitless)
N (Y or N)
526,104 ft'
121,191 fir2
ft
ft
Y (Y or N)
121,191 if
110,690 ft'
86,121 ft2
"Depth" (distance blw bottom of 10ft shelf and top of sediment) 4.00 ft
Average depth calculated 4.02 ft
Average depth used in SAIDA, it,,, (Round to down to nearest 0.5ft) 4.0 ft
Drawdown Calculations
Drawdown through onfice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (Co)
Dnving head (Ho)
Draw town through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all mnoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
Y (Y or N)
6.00 in
in2
0.60 (unitless)
0.47 ft
N (Y or N)
(unitless)
(unitless)
If
ft
2.55 ftslsec
76.83 ft'Isec
2.67 11
2.27 days
31
10 .1
10.0 It
3 :1
2.0 :1
Y (Y or N)
3.9 It
Need 3 ft min.
OK
OK
Storage volume discharge rate greater than predev. tyr24hr.
OK, draws down in 2-5 days.
OK
OK
OK
OK
OK
OK
OK
N (Y or N) OK
Y (Y or N) OK
Y (Y or N) OK
Discharge structure with 12" bottom gate valve
Form SW401-Wet Detention Basin-Rev.94/18/12 Pads I. & II. Design Summary, Page 2 of 2

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, CPM Land Quality Section Pat McCrory, Governor
Director John E. Skvada, III, Secretary
September 16, 2013
LETTER OF APPROVAL
EXPRESS REVIEW OPTION
Breezewood of Fayetteville, LLC
ATTN: Christopher E. Cates, Member
639 Executive Place, Suite 400
Fayetteville, NC 28305
RE: Project Name: Bedford Subdivision -Phase One
Project ID: Hoke-2014-009
County: Hoke McLauchlin US 401
River Basin: Cape Fear Stream Classification:
Submitted By: Moorman, Kizer & Reitzel, Inc.
Date Received by LQS: August 22, 2013
Plan Type: Express/ New
Dear Mr. Cates:
Acres Approved: 39
Other
-014
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to
be acceptable and hereby issue this Letter of Approval. The enclosed Certificate of Approval must be
posted at the job site. This plan approval shall expire three (3) years following the date of approval, if no
land -disturbing activity has been undertaken, as is required by Title 15A NCAC 4B .0129.
Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion control plan be on file
at the job site. Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic
inspection to insure compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Act is, performance -oriented, requiring
protection of existing natural resources and adjoining properties. If, following the commencement of this
project, the erosion and sedimentation control plan is inadequate to meet the requirements of the
Sedimentation Pollution Control Act of 1973 (North Carolina General Statute 113A-51 through 66), this
office may require revisions to the plan and implementation of the revisions to insure compliance with the
Act.
The developer is responsible for obtaining any and all permits and approvals necessary for the
development of this project prior to the commencement of this land disturbing activity. This could include
agencies such as the Division of Water Quality's stormwater regulations, their enforcement requirements within
Section 401 of the Clean Water Act, the Environmental Protection Agency and/or the U.S. Army Corps of
Engineers' jurisdiction of Section 404 of the Clean Water Act, the Division of Solid Waste Management's landfill
Fayetteville Regional Office 225 Green Street - Suite 714, Fayetteville, North Carolina 28301
Phone: [phone] / FAX: [phone]-Internet: http://portal.ncdenr.orglweb/Ir/land-quality
An Equal Opportunity / Affirmative Action Employer - 50% Recycled / 10% Post Consumer Paper

': Y
Letter of Approval
Breezewood of Fayetteville, LLC
September 16, 2013
Page 2 of 2
regulations, local County or Municipalities' ordinances, or others that may be required. This approval cannot
supersede any other permit or approval; however, in the case of a Cease and Desist Order from the Corps. of
Engineers, that Order would only apply to wetland areas. All upland areas would.still have to be in compliance
with the N.C. Sedimentation Pollution Control Act.
If any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water Act, the
developer is responsible for compliance with the requirements of the Division of Water Quality, the Corps of
Engineers and the Environmental Protection Agency (EPA) respectively. Any erosion control measures that fall
within jurisdictional wetland areas must be approved by the aforementioned agencies prior to installation. The
Land Quality Section must be notified of a relocation of the measures in question to the transition point between
the wetlands and the uplands to assure that the migration of sediment will not occur. If that relocation presents a
problem or contradicts any requirements of either DWQ, the Corps, or the EPA, it is the responsibility of the
developer to inform the Land Quality Section regional office so that an adequate contingency plan can be made to
assure sufficient erosion control remains on site. Failure to do so will be considered a violation of this approval.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State
water quality laws, regulations, and rules. In addition, local city or county ordinances or rules may also
apply to this land -disturbing activity. This approval does not supersede any other permit or approval.
Please be aware that your project will be covered by the enclosed NPDES General Stormwater
Permit NCG010000 (Construction Activities). You should first become familiar with all of the
requirements for compliance with the enclosed general permit.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you provided. You are requested to file an amended form if there
is any change in the information included on the form. In addition, it would be helpful if you notify this
office of the proposed starting date for this project. Please notify us if you plan to have a preconstruction
conference.
Your cooperation is appreciated.
Sincerely,
S_ , _ _ r-+ _`.tom
Sally Castle, EI
Land Quality Section
Enclosures: Certificate of Approval
NPDES Permit
cc: Moorman, Kizer and Reitzel, Inc. (electronic copy)
Robert Harvell, Building Inspector (electronic copy)
Land Quality Section - Fayetteville Regional Office File

i
High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Watson G. Caviness, acknowledge, affirm and agree by my signature below, that I will cause the following
deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality under the
Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA
All Lots 4,130 sf
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.
Each lot will maintain a 30** foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 2

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
Signature:_ Date:
a Notary Public in the
State of Wf-m N(\'�n'()�ln( ioa /County of CUM k)C(-Ia
do hereby certify that V A+Soi-) 6 , cawy) eSS personally appeared
before me this the I day of ,1 J( Ce1�1�%i�� 20 L, and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
Signatu �n,:'NOtq•••y
My Commission expires
03G
o:
COUN.�`:
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a 'built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Watson G. Caviness, acknowledge, affirm and agree by my signature below, that I will cause the following
deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality under the
Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA
All Lots 4,130 sf
MAR 1 1 2014
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.
Each lot will maintain a 30** foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
Form DRPC-3 Rev.2 05Nov2009 Pagel of 2

h Density Residential Subdivisions
Deed Restrictions & Protective Covenances
Signature
a Notary Public in the
State of WTn (,'R(mIna ,Countyof clumnirrland
do hereby certify that %A+Son l ,) . /ayw c� personally appeared
before me this the 1� day of ,i CCeM h— CC , 20 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
l Wl Q,
Sig ; c . � •N O T,99 .�p�
My Commission expires t I (V) 0 1 1 = 9; A
Cou
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2