SW6090902_CURRENT PERMIT_20100205

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

m�®
MCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
February 5, 2010
Camden Ventures, LLC
Mr, Charles A. Gore, President
5135 Morganton Road
Fayetteville, NC 28314
Subject: Stormwater Permit No. SW6090902 - REVISED
Camden Wood Subdivision, Section 3
Overall Low Density Residential Subdivision with
Pockets of High Density
Cumberland County
Dear Mr. Gore:
Dee Freeman
Secretary
4 .., ,..1,
DIrY..0
The Stormwater Permitting Unit was notified of an error contained in the subject project's Permit No. SW6090902
on February 2, 2010 pertaining to the number of permitted lots. The number of permitted lots has been revised
to allow for construction of 24 lots at 3,100 square feet of built -upon -area (BUA). Please not that the project total
BUA remains the same at 129, 373 square feet. We are forwarding revised Permit No. SW6090902, dated
November 2, 2009, for the construction, operation and maintenance of the subject project and the stormwater
B M Ps.
This pe'rm:c shall be effective from the date of issuance until November 2, 2019, and shall be subject to the
conditiuns and limitations as specified therein. Please pay special attention to the Operation and Maintenance
requirements in this permit. Failure to establish an adequate system for operation and maintenance of the
stormwater management system will result in future compliance problems.
If you have any questions, or need additional information concerning this matter, please contact Cory Larsen at
[phone], or [e-mail].
Sincerely,'
For Coleen H. Sullins
cc:Fayetteville-Regional,Office f
Central Files
SPU Files
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N, Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet:w .ncwaterquality.org
An Equal Opportunity 1 Affumative Action Employer
Noi thCarotina
Awmally

State Stormwater Permit
REVISED Permit No. SW6090902
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
OVERALL LOW DENSITY SUBDIVISION DEVELOPMENT
WITH HIGH DENSITY POCKET
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
Camden Ventures, LLC
Camden Wood Subdivision, Section 3
Fal/berry Drive, Fayetteville, NC, Cumberland County
FOR THE
construction, operation and maintenance of one wet detention pond(s) in compliance with
the provisions of Session Law 2006-246 and 15A NCAC 2H .1000 (hereafter referred to as
the "storm water rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until November 2, 2019 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
17% per the requirements of Session Law 2006-246 of the stormwater rules. This
project is permitted for a maximum of 129,373 square feet of BUA.
3. The stormwater systems proposed to treat the runoff generated by the designated
high density areas have been approved forthe management of stormwater runoff as
described in Section 1.6 on page 3 of this permit.
4. The subdivision is permitted for 24 lots, each allowed a maximum of 3,100 square
feet of built -upon area.
5. The low density portions of this project will maintain a minimum 30 foot wide
vegetated buffer between all impervious areas and surface waters.
6. Within the low density portions of the permitted project, the only runoff conveyance
systems allowed will be vegetated conveyances such as swales with minimum side
slopes of 3:1 (H:V) as defined in the stormwater rules and as shown on the approved
plan.
Page 1 of 7

in ine system ac ap ❑mes
a. Drainage Area, acres:
Onsite, ftZ:
Offsite, ftZ:
b. Total Impervious Surfaces, ftZ:
Lots at 3,100 ftZ:
Roads/Parking, ftZ:
Other, ftZ:
Off site, ftZ:
C. Average Pond Design Depth, feet:
d. TSS removal efficiency:
e. Design Storm:
f. Permanent Pool Elevation, FMSL:
g. Permitted Surface Area @PP, ftZ:
h. Permitted Storage Volume, ft3:
i. Storage Elevation, FMSL:
j. Predevelopment 1 year 24 hour:
k. Post development 1 year 24 hour:
I. Controlling Orifice:
m. Permanent Pool Volume, ft3:
n. Forebay Volume, ft3:
o. Receiving Stream / River Basin:
p. Stream Index Number:
q. Classification of Water Body:
8.83
322,344
62,291
126,373
49,600
59,463
11,010
9,309
3.7
90%
169:00
12,353
11,306 at temporary pool
169.67
0.20 cfs
0.05 cfs
1.5"0 pipe
46,038
9,699
Rockfish Creek'/ Cape Fear
18-31-(18)
B
I. SCHEDULE OF COMPLIANCE
No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
The permittee is responsible for verifying that the proposed built -upon area for the
entire lot does not exceed the maximum allowed by this permit. Once the lot transfer
is complete, the built -upon area may not be revised without approval from the
Division of Water Quality, and responsibility for meeting the built -upon area limit is
transferred to the individual property owner.
If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed built -
upon area. Any approvals given by the Board do not relieve the homeowner of the
responsibility to maintain compliance with the permitted BUA limit.
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.
The stormwater management system shall be constructed in its entirety, vegetated..
and operational for its intended use prior to the construction of any built -upon
surface.
The runoff from all built -upon area within, the drainage area of the pocket of high
density permitted stormwater system must be directed into the permitted
stormwater control system.
Page 2 of 7

State Stormwater Permit
REVISED Permit No. SW6090902
7. Within the low density portions of the permitted project, all roof drains shall
terminate at least 30.feet from;the meanihigh,water mark of surface waters.
8. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculatioris 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. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, 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 or a CAMA Major permit was
sought. I
f. , Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
9. The Director may determine that other revisions to the project should require a
modification to the permit.
10. All stormwater collection and treatment systems must be located in either dedicated
common areas or,recorded easements. The ifinal plats for the project must be
recorded showing all such required easements, in accordance with the approved
plans.
I
11. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
I
12. 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 system installed 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.
13. 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.
14. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina trosion and Sediment Control Planning
and Design Manual.
15. This permit shall become void unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
16. The permittee shall at all times provide the; operation and maintenance necessary to
assure that all components of the permitted stormwater system function 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 side slopes.
d. Immediate repair of eroded areas.
i
Page 3 of 7

e. rviain*enance of side slopes in accordance with approved plans and
specifications. i
f. Debris removal and unclogging of structures, orifice, catch basins and piping.
g. Access to all components of the system must be available at all times.
17. Records of maintenance activities) must be kept by the permittee. The records will
indicate the date, activity, name of person performing the work and what actions
were taken. ll
18. The permittee shall submit to the Division of Water Quality an annual summary
report of the maintenance and inspection records for each BMP. The report shall
summarize the inspection'dates, results of the inspections, and the maintenance
work performed at each inspection.
19. Prior to transfer of the permit, the'stormwater facilities will be inspected by DWQ
personnel. The facility must be in 'compliance with all permit conditions. Any items
not in compliance must be repaired or replaced to design condition prior to the
transfer. Records of maintenance activities performed to date will be required.
t,
20. Prior to the sale of any lot, the follovving deed restrictions must be reco;-ded:
I
a. The following covenants are intended to ensure ongoing compliance with
State stormwater Management Permit Number SW6090902, as issued by the
Division of Water Quality under the stormwater rules.
b. The State of North Carolina is made a beneficiary of these covenants to the .
extent necessary to maintain compliance with the Stormwater Management
Permit.
C. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division of
Water Quality. i
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of;the Division of Water Quality. .
f. The maximum built -upon area per lot is 3,100 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.l.Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking
areas, but does not include' raised, open wood decking, or the water surface of
swimming pools.
g. Built -upon area in excess of the permitted amount will require a permit
modification.
21. A copy of the recorded deed restrictions must be submitted to the Division within 30
days of the date of recording the plat, and prior to selling lots. The recorded copy
must contain all of the statements above, the signature of the Permittee, the deed
book number and page, and the stamp/signature of the Register of Deeds.
22. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
C. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is 1/6 HP.
Pige 4 of 7

State Stormwater Permit
REVISED Permit No. SW6090902
�I
III. GENERAL CONDITIONS
1. This permit is not transferable to any. perso I ar entity except after notice to and
approval by the Director.'•;Inithe event there) is either a desire for the facilities to
change ownership, orthere'is a name change of the Permittee, a completed
"Name/Ownership Change Form" must be submitted to the Division of Water Quality,
signed by the parties involved, along with the applicable documents as listed on page
2 of the form. The project must be in good standing with DWQ. 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 of the terms and conditions of
this permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement actioni by the Division of Water Quality, 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), which have jurisdiction.
I,
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 permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification jIrevocation and re -issuance or
termination does not stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit. I
9. The permittee shall notify the Division in writing of any name, ownership or mailing
address changes within 30 days. li
10. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minirnum of ten years from the date of the completion of
construction.
11. The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to We' expiration date of this permit.
i
ii
Permit issued this the 30th day of October 2009.
,l
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
0 �
forColeen H. Sullins, Director !'I
Division of Water Quality
By Authority of the Environmental Management Commission
l
Page 5 of

i
Camden Wood Subdivision, Section 3 Page 1 of 2
Stormwater Permit No. SW6090902
Cumberland County
III..
Designer's Certification
I, as a duly registeredi in the State of North
Carolina, having been authorized to observe (periodically/weekly/full time) the construction
of the project,
(Project)
for (Project Owner) hereby state that, to the best of my .
abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built with imsubstantial compliance and intent of
the approved plans and specifications.
The checklist of items on page 2 of this form is a part' of this Certification.
is
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 6 of 7 1

State Stormwater Permit
REVISED Permit No. SW6090902
Certification Requirements: Page 2 of 2
I'
it
1. The drainage area to the systern contains approximately the permitted
acreage. ;I
2. The drainage area to the system contains no more than the permitted amount
of built -upon area. j
3. All the built -upon area associated with the projectlis graded such that the
runoff drains to the system. i I
�I
_4. All roof drains are located such that the runoff is directed into the system.
I�
5. The outlet/bypass structure elevations are per the, approved plan.
i
_6. The outlet structure is located per the approved plans.
I
7. Trash rack is provided on the outlet/bypass structure.
I
_8. All slopes are grassed with permanent vegetation.',
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans an do not cause short-
circuiting of the system.
ll. The permitted amounts of surface area and/or volume have been provided.
12, Required draw down devices are correctly sized pl r the approved plans.
13. All required design depths are provided.
14. Ali required parts of the system are provided, su 4hi as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided', per the approved plan.
cc: NCDENR-DWQ Regional Office
Cumberland County Building Inspections
i
Page 7 of 7
i

`
- DWQ,USE ONLY
Date Received
Fee Paid
Permit Number
�✓bofo9o2
Applicable Rules:
(select all that apply)
❑ Coastal SW -1995 ❑ Coastal SW - 2008 .I19Th II -Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan: j
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FO
This form may be photocopied for use as an RIV�� original C 0.4 20Z
I. GENERAL INFORMATION
1. Name Project subdivision, facility,
1 ( or establishment name -should be consistent with project name on plans, -
specifications, letters, operation and maintenance agreements, etc.):
Camden Wood Subdivision, Section 3
2. Location of Project (street address)
City:Favetteville
3. Directions to project (from nearest major intersection):
4. Latitude:34* 58' 17.4" N
II. PERMIT INFORMATION:
Zip:28306
of the main entrance to the project.
1. a. Specify whether project is (check one): ®New, ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known)I and the status of
d ❑P
construction: ❑Not Starteartially Completed* ❑_ Completed* 'prov8�s ide a desi certification
I
2. Specify the type of project (check one):
❑Low DensityHi h Density ® $ ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously return) d application or a letter from DWQ
requesting a state stormwater management permit application, list theistormwater project number, if
assigned, NA and the previous name of the projei t, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 2.7 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/ Permit Number,
issue date and the type of each permit:NA
FormSWU-101 Version07July2009 Page 1of6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the uroiect):
Applicant/Organization:Catnden Ventures LLC
Signing Official & Title:Charles A. Gore, Managing Member/President'.
b. Contact information for person listed in item la above:
Street Address:5135 Morganton Road
City:Fayetteville State:NC Zip:28314
Mailing Address (if applicable):same
City: State: Zip:
Phone: (910 ) 864-4073 Fax: (910 ) 864-1694
i
Email:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete ContactlInformation, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
® Developer* (Complete Contact Information, item 2a and 2b below.) j
I
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/1
Signing Official &
b. Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if
City:
Phone: ( 1
State:
I
State: Zip:
Fax: ( 1
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:Harvey Allen
Signing Official & Title:Harvey Allen Project Engineer
b. Contact information for person listed in item 3a above:
Mailing Address:2606 Raeford Road Suite 31
City:Fayetteville State:NC i Zip:28303
Phone: (910 ) 237-0051 Fax: [phone] )
Email:[e-mail]
4. Local jurisdiction for building permits: Fayetteville, NC
i
Point of Contact.Ken Sykes Phone #: [phone] b636
Form SWU-101 Version 07JuI 2009 Page 2 of 7

W. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The project is by % impervious, a Low Density Project. The Project falls within the Hone Mills Municipal
Influence Area (MIA) Hope Mills has started requiring all project within the Town Limits or MIA to have
Curbing. The project was presented to the NCDOT and they would not allow the project to have Curb
Outlets and Swales, therefore the northern portion of the project will have a Wet Detention Basin The
southern portion of the site, will only have a % Impervious of 7 46%
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.Identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ® Ph Il - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area:17.42 acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area': 17.42 acres
Total project area shall be calculated to exclude the followin : the normal pool of imyounded structures, the area
between the banks of streams and rivers, the area below the Umal Hi h Water (N;q line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (orZM line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the N14W (orMHIM line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area X 100 = 2.97/17.42 =17.0 %
9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in iProject Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Form SV✓U-101 Version 07Ju1y2009 Page 3 of 7

Basin Information
Drainage Area 1
Drainage Area
Drainage Area `.
Drainage Area -
Receiving Stream Name
Un-Named
Tributary to
Rockfish
Creek
Stream Class *
B
Stream Index Number *
18-31418)
Total Drainage Area (so
384,635
On -site Drainage Area (so
322,344
Off -site Drainage Area (so
62,291
Proposed Impervious Area" (so
129,373
% Impervious Area" total
33.6
Impervious" Surface Area
Drainage Area 1
Drainage Area',.,'-.
Drainage Area: -
Drainage Area .'
On -site Buildings/Lots (so
49,600
On -site Streets (so
59,463
On -site Parking (so
0
On -site Sidewalks (so
11,010
Other on -site (so
0
Future (sf)
0
Off -site (sf)
9300
Existing BUA*** (so
0
Total (so:
129,373
Stream Class and Index Number can be determined at: http•//h2o enr state nc us/bims/rMorts/reportsWB html
** Imyervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*** Report only that amount of existing B UA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. Data provided
use of GIS and it's correlation with field observations.
Projects in Union County: Contact DWQ Central Office staffto check ifthe project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from hgp://h2o.enr.state.nc.us/su/bmp forms htm.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from h2p://h2o.enr.state nc.us/su/bmp forms htm. The complete application
package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating
project on the interactive online map athft://h2o.ent.state.nc.us/su/`msi maps htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from http://h2o.enr.state.nc.us/su/bmp forms htm.
1. Original and one copy of the Stormwater Management Permit Application Form. Initials
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
Fonn SWU-101 Version 07July2009 Page 4 of 7

3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/`onestopexpTess.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is,required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the _
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations. .
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify _
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHVVT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 6447 Page No: 588 _
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC _
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secre!M.state.nc.us/Cornorations/CSearch.aspx
Form SWU-101 Version 07July2009 Page 5 of 7

VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
htt2://h2o.enr.state.nc.us/su/bmp forms.htm#deed restrictions. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Harvev H. Allen
Consulting Firm: Allen -Allen & Associates of NC PA
Mailing Address:2606 Raeford Road Suite 31
City:Fayetteville
Phone: [phone]
Email:[e-mail]
State:NC Zip:28301
Fax: [phone]
IX PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been Jilled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item IN to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version 07July2009 Page 6 of 7

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
I, a Notary Public for the State of . County of
do hereby certify that personally appeared
before me this._ day of and acknowledge the due execution of the application for
a stormwater permit Witness my hand and official seal,
SEAL
My commission expires
'X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 2) Charles A. Gore
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCCA��.1000, SL 2006-246 (Ph. R - Post Construction) or SL 2008-211.
Signature: Date:
I, iJ £►� tJ t `� A' 9 tyiF�Li , a Notary Public for the State of 00'9-Tii- (PRAUAA County of
Cvt-t$tzit,fii�9 �.
. do hereby certify that CN A R �S AGr o!p- personally appeared
before me this 2ivday of NT n g E1L 7-00�•and acknowledge the due executio of the application for
a stormwater permit Witness my hand and official seal,
m®mot/
�7'F
®� II 'iJ'6��:
A, 4
IMI-InMI
SEAL
My commission expires g hp�l L Z co�
Form SWU-101 Version 07July2009 Page 7 of

Mw
'L
®RA+
NCDENR
rrolem name
Contact person
Phone number
Date
Drainage area number
I
II DEC, C 111 N09
II i,11L1 1 �-I�r-f' a rl
Permit No. Sw4070%02-
(to be Pmvloeo by DWQ)
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.
Allen
C)2OF W A TF9OG
h C
s
IL'., DESIGN!INFORMATION'fi,
Site Characteristics
Drainage area 384,635 fe
Impervious area, post -development 129,373 e
%impervious 33.64 % -
Design rainfall depth 1.0 in
Storage Volume: Non -SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5'runoft 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 lyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre -development
Rational C, post -development
Rainfall intensity: 1-yr, 24-hrstorm
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak Bow
Pre/Post 1-yr, 2441r peak Bow, control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWF elevation (approx. at the pen. pool elevation)
Top of 10ft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment deanout, top elevation (bottom of pond)
Sediment deanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state -required temp. pool?
Elevation of the top of the additional volume
11,306 ft3
11,306 ft3
N/A ft3
ft3
ft3
N/A ft3
ft3
OK
OK volume provided is equal to or in excess of volume required.
y (Y or N)
3.1 in
0.17 (unitless)
0.44 (uni less)
0.13 in/hr OK
0.20 ft3/se,
0.51 ft3/sec
0.31 fit"/sec
169.67 fmsl
169.00 fmsl
169.00 find
1%50 fmsl
168.50 fmsl Data not needed for calculation option #1, but OK if provided.
162.50 firs!
161.50 land Data not needed for calculation option #1, but OK if provided.
1.00 ft
N (Y or N)
169.7 fmsl OK
i
Form SW401-Wet Detention BaslntRev.6-2/20N9 Parts I. a II. Design Summary. Page 1 of 2

Permit No-5 w6 G 1611 d) Z
(m be Pmvbed by Dw4)
IL,DESIGN INFORMATION z ;:�+'
Surface Areas
Area, temporary pool 15,946 ft
Area REQUIRED, permanent pool
7,462 flz
SAIDA ratio
1.94 (unidess)
Area PROVIDED, permanent pool, A._,,
12,353 It OK
Area, bottom of 10ft vegetated shelf, Aya raw
10,055 ft
Area, sediment cleanout, top elevation (bottom of pond), Ab., „
3,417 ft
Volumes
Volume, temporary pool
11,306 ft' OK
Volume, permanent pool, Vp,,,,ym -
46,038 to
Volume, forebay (sum of forebays if more than one forebay)
9,699 Its
Forebay %of permanent pool volume
21.1% % OK
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
MountaiNPiedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vp,,,,ym
Area provided, permanent pool, A._,,
Average depth calculated
Average depth used in SAIDA, d., (Round to nearest 0.5ft)
Calculation option 2 used? (Sae Figure 10-2b)
Area provided, permanent pool, AP,,, r
Area, bottom of 1 Oft vegetated shelf, A,_a
Area, sediment cleanoul, top elevation (bottom of pond), Aya-1
"Depth" (distance b/w bottom of 10ft shelf and lop of sediment)
Average depth calculated
Average depth used in SAIDA, d„, (Round to nearest 0.511)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if-noncimular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown 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 8 orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate buildcut?
Drain mechanism for maintenance or emergencies
90 %
N
(Y or N)
Y
(Y or N)
1.94 (unifless)
Y
(Y or N)
46,038 ft'
OK
12,35311'
OK
3.73 ft
Check calculation.
3.7If
OK
N
(Y or N)
I
e
ft
It
It
It
Y
(Y or N)
1.50 in
inn
0.60 (unifless)
0.7211
N
(Y or N)
(unifless)
_
(unifless)
It
ft
0.20 ft'/sec
-OK
0.51 ft'/sec
Insufficient post -development peak flow.
0.05 ft'/sec
2.60 days
OK, draws down in 2-5 days.
OK, drawdown time is correct.
3:1
OK
10 :1
OK
10.0 It
OK
4:1
OK
3.5 :1
OK
Y (Y or N)
OK
1.0 ft
OK
N (Y or N)
OK
Y (Y or N)
OK
Y (Y or N)
OK
Form SW401-Wet Detention Basin-Rev.6-2/20/09 Pans I. d It. Design Summary, Page 2 of 2

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000, 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, Q AS A ?tiara , 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
NCAC 2H.1000.
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 allowable built -upon area per lot is 3166 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
hot include raised, open wood decking, or the water surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
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 !ot 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.
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 t se addition l measures.
CM
Signature: Date: 8 `/ (% i
a Notary Public in the
Stateof_PcZltt CARat,I�A Countyof Cvr-+gL-AL✓t+oD v
do hereby certify that f I A R I_C—S A . 6 a [ personally appeared
before me this the L / 2 day of t j U G u_S i
the due execution of the foregoin •n ment. Witness my hand anc
t7
Signature
My Commission expires 8 it PRI t, Z O 1
Form DRPC-3 Rev.1 Page 1 of 1

M.. y

Permit Number: SW6e9 0$-6'2.
(to be provided by DWQ)
Drainage Area Number: bo l
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):
❑ 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.
BMP element.
Potentialproblem:
How I will remediate the problema.
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
lon
approximatel six inches.
Form SW401-Wet Detention Basin O&M-Rev.4
Page 1 of 4

Permit Number: S W6 0? o 9 0 Z
(to be provided by DWQ)
Drainage Area Number: & 0 1
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 best 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

Permit Number: Swb 0 7 0 9 c 2
(to be provided by DWQ)
Drainage Area Number: "1
BMP element:
Potentialproblem:
How I will remediate theproblem:
The embankment
Shrubshave 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 a hcable
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 7.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 6.5 feet in the forebay, the sediment
shall be removed.
Sediment Removal
BASIN DIAGRAM
ill in the blanks)
Permanent Pool Elevation 169.0
163.5 _ Pe maven Pool
-- Volume Sediment Removal Elevation 162.5 /
162.5 ft Min. -------------------------------------
Sediment Bottom Elevation 161.5
Storage
FOREBAY MAIN POND
112111
Storage
Form SW401-Wet Detention Basin O&M-Rev.4
Page 3 of 4

I.:
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:Camden Wood Subdivision, Section 3
BMP drainage area
Print name:Charles A. Gore
Title:Managing Member
Address:5135 Morganton Road, Fayetteville, NC 28314
Date:
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.
I, DIE- N u is A . G 1 "_a R 1 a Notary Public for the State of
N oZR.1 C & F.o (N 4 , County of up c.r�,LR t A l� , do hereby certify that
C_f \ F)/�9-tSS A • G o z E personally appeared before me this "
day of AO&IVS ( '4009 and acknowledge the due execution of the
forgoing wet detention basin maint 4 requirements. Witness my hand and official
seal, -
OM'
1 `b
NOTARY t
PUBLIC
SEAL
My commission expires S t I P (Z1L 2-0 H
Form SW401-Wet Detention Basin O&M-Rev.4 Page 4 of 4