SW6110505_CURRENT PERMIT_20110610

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE9���0���
YYYYMMDD

BNC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Division of Water Quality
Coleen H. Sullins
Director
June 10, 2011
Mr. Eugene Slocum
Alpha Academy Inc.
1906 Morganton Road
Fayetteville, NC 28305
Subject: Stormwater Permit No. SW6110505
Alpha Charter Academy
High Density Commercial Infiltration Basin Project
Cumberland County
Dear Mr. Slocum:
Dee Freeman
Secretary
DENR-FRO
JUL. 15 2011
DWO
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application for
Alpha Charter Academy on June 7, 2011. Staff review of the plans and specifications has determined that
the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000
and Session Law 2006-246. We are forwarding Permit No. SW6110505, dated June 10, 2011, 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 June 9, 2021, and shall be subject to the
conditions 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 inspection and
maintenance of the stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit.
This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina
General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC
27611-7447. 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 Brian Lowther at [phone]; or
[e-mail].
Sincerely,
for Colleen H. Sullins
cc: Fayetteville Regional Office
SW6110505 File
ec: Robert Ballard, PE — [e-mail]
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: www.ncwaterqualily.otg
An Equal Opportunity 1 A(fumative Action Employer
NorthCarolina
Natmally

State Stormwater Permit
Permit No. SW6110505
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
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
Alpha Academy Inc.
Alpha Charter Academy
8030 U.S. Hwy. 410, Fayetteville and Cumberland County
FOR THE
construction, operation and maintenance of a infiltration 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 Division of Water Quality and considered a part of this permit. .
This permit shall be effective from the date of issuance until June 9, 2011, 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. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 130,590 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7
on page 2 of this permit, and as shown on the approved plans. The built -upon
area for the future development is limited to 0 square feet.
4. 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.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
6. The built -upon areas associated with this project shall be located at least 30 feet
Page 1 of 6

State Stormwater Permit
Permit No. SW6110505
landward of all perennial and intermittent surface waters.
7. The
following design criteria have been permitted for the infiltration basin and
must be provided and maintained at design condition:
a.
Drainage Area, acres:
4.94
Onsite, ft :
215,310
Offsite, ft2:
0
b.
Total Imperviou� Surfaces, ft2:
130,590
Onsite, ft :
130,590
Offsite, ft2:
0
C.
Design Storm, inches:
1
d.
Basin Depth, feet:
3.91
e.
Bottom Elevation, FMSl2:
214.0
f.
Bottom Surface Area, ft :
404.0
g.
Bypass Elevation, FMSL:
219.3
h.
Permitted Storage Volume, ft3:
11,096.0
i.
Type of Soil:
Wagram - Urban
j.
Expected Infiltration Rate, in/hr:
14.2
k.
Seasonal High Water Table, FMSL:
212.0
I.
Time to Draw Down, hours:
0.08
M.
Receiving Stream/River Basin:
Rockfish Creek / Cape Fear .
n.
Stream Index Number:
18-31-(18)
o.
Classification of Water Body:
"B"
II. SCHEDULE OF COMPLIANCE
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.
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system 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 revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass 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.
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.
Page 2 of 6

State Stormwater Permit
Permit No. SW6110505
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
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. 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. A
modification may be required for those deviations.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. 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 or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
13. 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
This permit is not transferable to any person or entity 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
to the Division of Water Quality, signed by both parties, and accompanied by the
appropriate documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits and may or may not be approved.
Page 3 of 6

State Stormwater Permit
Permit No. SW6110505
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action 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) 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 reissuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
controls 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.
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 10th day of June 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Jor coieen H. suurns, uirector
Division of Water Quality
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Permit
Permit No. SW6110505
Alpha Charter Academy
Stormwater Permit No. SW6110505
Cumberland 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)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 5 of 6

State Stormwater Permit
Permit No. SW6110505
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
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 and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Fayetteville Regional Office
Cumberland County Building Inspections
Page 6 of 6

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Infiltration 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.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter 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 will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How 1 will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration 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.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose ofthe
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
Form SW401-Infiltration Basin O&M-Rev.3 Page I of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
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 pesticides are used, wipe
them on the plants rather than
spraying.
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
•
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
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 NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
Form SW401-Infiltration Basin O&M-Rev.3 Page 2 of 3

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:Alpha Charter Academy
BMP drainage area number:
Print name:Eugene Slocum
Title: Registered Agent
Address:1906 Morganton Road, 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.
1, Apn )z 2 t­A_)lf , a Notary Public for the State of
t
AJC , County of HO (-k) P / 7 , do hereby certify that
Ectnene SLCu ati personally appeared before me this
day of Gl✓ oZ�L, and acknowledge the due execution of the
forgoing ipftkrationrbsin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires
Form SW401-Infiltration Basin O&M-Rev.3 Page 3 of 3

DWQ USE ONLY
Date Received
Fee Paid
Permit Number
SWtnttF>Sr>S
Applicable Rules: ❑ Coastal SW -1995 Coastal SW - 2008 ❑ Ph 11- Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
L GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Alpha Charter Academy
2. Location of Project (street address):
8030 U.S. Hwy. 410
City: Fayetteville County:Cumberland Zip:28303
3. Directions to project (from nearest major intersection):
Travel 0.30 miles west along Hwy. 410 (Raeford Road) from the intersection of Hwy. 410 & Cliffdale Road
4. Latitude:350 02' 03" N Longitude:790 04' 03" W of the main entrance to the project.
IL PERMIT INFORMATION:
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 numbern/a , its issue date (if known)n/a , and the status of
construction: []Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
[]Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, n/a and the previous name of the project, if different than currently
proposed,n/a
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
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 5.00 ac of Disturbed Area
❑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:n/a
110
MAY 1 7 2011
Form SWU-101 Version 07Jun2010 Page 1 of 6

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 proiectl:
Applicant/ Organization:Aloha Academy Inc.
Signing Official &Title: Eugene Slocum / Registered Agent
b.Contact information for person listed in item 1a above:
Street Address:1906 Morganton Road
City: Fayetteville State:NC Zip:28305
Mailing Address (if applicable): P.O. Box 35476
City: Fayetteville State:NC Zip:28303
Phone: (910 ) 223-7711 Fax: [phone]
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 Contact Information, 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.)
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/Organization: Harrell Land Group, LLC
Signing Official & Title:Charles Harrell / Member Manager
b.Contact information for person listed in item 2a above:
Street Address:1128 Gillespie Street
City: Fayetteville State:NC Zip:28306
Mailing Address (if applicable): P.O. Box 53006
City:Favetteville State:NC Zip:28306-3006
Phone: (910 ) 433-2126 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
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State:
Form SWU-101 Version 07Jun2010 Page 2 of 7

Phone: ( ) Fax: ( 1
Email:
4. Local jurisdiction for building permits:
Point of Contact:
IV. PROJECT INFORMATION
Phone #:
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
All stormwater will be captured by way of a storm sewer system which will convey the runoff into an
infiltration basin.
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.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph 11 - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 4.95 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+:4.95 acres
' Total project area shall be, calculated to exclude flue following the normal pool of imppounded structures, the area
bete..... the banks of streams and rivers, the are.. below the Nornnl High Wafer (NHWj line or Mean High Water
(MHW) line, and coastal Wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal aretlands landurard of the NHW (or MHW) line may
be included in tlw total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 60.65
9. How many drainage areas does the project have?t (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 Project 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 SWU-101 Version 07Jun2010 Page 3 of 7

Basin -Information
Drains e Area 1
Drains e Area
Drains e Area _
Drainage Area.
Receiving Stream Name
Rockfish Creek
Stream Class *
13
Stream Index Number *
18-31-(18)
Total Drainage Area (so
215,310
On -site Drainage Area (sf)
215,310
Off -site Drainage Area (sf)
0
Proposed Impervious Area** (so
130,590
Impervious Area** total
60.65
'Im ervious"; Surface'Area
Drainage Area 1,
.Drains e.Area _
Drains e Area.;._
Drainage Area -_
On -site Buildings/ Lots (so
48,865
On -site Streets (so
0
On -site Parking (so
63,479
On -site Sidewalks (so
12,772
Other on -site (so
0
Future (so
0
Off -site (so
0
Existing BUA*** (so
5,474
Total (so:
130,590
Stream Class and Index Number can be determined at: litter//yort(iLncdeur.oi-gAi)eb/wq/ps/tsu/classi cations
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Report only that mnmntt of existing BUA that will retrain after development. Do not report any existing BUA that
is to be removed and which will be replaced b/ new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. Existing Conditions
Protects in Union County: Contact DWQ Central Office staff to check ifthe project is located within a Threatened &
Endangered Species watershed that nay be subject to more stringent stornnwater 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 http://portal.ncdonr.orh/web/wq/ws/su/bap-manual.
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 littbi://poi-tal.iicdeiir.org/web/v%,Ll/ws/su/­stiitesw/foriiis does. 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 at littl?://portal.nccienr.org/web/wq/ws/su/maps.)
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'//portal ncdenr org/web/wq/ws/su/states //forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. "R Pal
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants NIA,
Form. (if required as per Part VII beloto)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M em
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to �P�
http://www.envhelp.org/pages/onestopexpress.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.)
Form SWU-101 Version 07Jun2010 Page 4 of

5. A detailed narrative (one to two pages) describing the stormwater treatment/management forDb
6. A USCS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within'/z mile of the site boundary, include the'/z
mile radius on the map.
7. Sealed, signed and dated calculations. A
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: _Q J
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 NI-IW 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 K.PiJ
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 verifij the SHWF prior
to sulnnittal, [phone].)
10. A copy of the most current property deed. Deed book: 7490 & 8349 Page No:116 & 582 )Lpn
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.secretary.state.nc.us/Corporations/CSearch.aspx
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
http://portal.ncdenr.org/web/wa/ws/su/statesw/forms does. 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.
Form SWU-101 Version 07Jun2010 Page 5 of 7

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:Robert Balland, PE
Consulting Firm: Paramounte Engineering,Inc.
Mailing Address:5911 Oleander Drive, Suite 201
City:Wilmineton State:NC Zip:28403
Phone: (910 ) 791-6707
Email:[e-mail]
Fax: (910 ) 791-6760
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) Charles Harrell certify that I
own the property identified in this permit application, and thus give permission to (print or type mmne of person
listed in Contact Information, item la) Eugene Slocum with (print or type name of organization listed in
Contact Information, item la)Alpha Charter Acadennt 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.
As the legal property owner 1 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 operatipof a stormwater treatment facility without a valid
permit is a violation of NC Gener IJSta ue 143-215.1 and a result in appropriate enforcement action including
the assessment of �� alti f up t $25,000 per rsuant to NCGS 143-215.6.
Signature. Date.
/1, J FtneJr 'R . T)re u,5 , a Notary Public for the State of N L , County of
mhoer la r,d do hereby certify that0 h:1-r Ie5 tT VAn-rr-C ) t personally appeared
before me this 1Z day of M Aq ZD and nowledge the due xecution of the application for
a stormwater e t. Witness my hand and official seal, ,1E0 -i k'. /OJi 61 . 1 �J
�RYuy
NpTAlg1� -_
Q.
:�m;puBL�G•��.
'.9;41VD C(001
%
rr4unio0`
SEAL
My commission expires 14 d r 90 \ 3
Form SWU-101 Version 07Jun2010 Page 6 of 7

1.I:Net:
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X. APPLICANT'S CERTIFICATION
1, (print or hype name of person listed in Contact Information, item la) Eugene Slocum
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 at the proposed project complies with the requirements of the
applicable storm water es under 15A NC .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signature: -- Date: S- L
1, !� a Notary Public for the State of Ne County of
e do hereby certify that Un PN+e personally appeared
J
before me this A day of MaV , o�(1 and ack e led a dae 5xecution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
Form SWU-101 Version 07Jun2010 Page 7 of 7

Permit No.
(to be provided by DWQ)
III."REQUIRED ITEMS;CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
f f'�
C-3-0
1. Plans (1" - 50' or larger) of the entire site showing:
C-3.
Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
C -3.0
Boundaries of drainage easement.
2p�
r _s •0
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
- Flow distribution detail for inflow,
- Vegetated filter, and
- Pretreatment device.
C s.o
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
qtr}
- Inlet and outlet structures.
,, xk,
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
0 P�
AA
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing & submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
.D
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
Q1 c.. 6
7. The supporting calculations.
h t�
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III, Required Items Checklist, Page 1 of 1

Permit No.
(to be provided by DWQ)
pp Vj AT,
°+ tVY tW`Y Jai
_ STORMWATER MANAGEMENT PERMIT APPLICATION FORM<
NCDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION 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.
Contact Person
Phone Number
Date
Drainage Area Number
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
Charter
PE
910-791-6707
5110/2011
21 5,310 00 •1t'
130,590.00 It'
60.65 %
1.00 in
n/a
In
n/a
n1hr
rile
.ft'Isec
n/a
'ft'Isec
#VALUE!
0'/sec
ld,693.00 Ift'
11,096.00 ift'
nia ft'
nia rya
We ft'
#VALUE! ft'
n/a ft'
Wagram - Urban
14.20 a inlhr
212.00 !fmsl
0.08 days
3.00
:1
214.00
fmsl
217.91
fmsl
5,313.00
ft'
221.00
fmsl
-.
214.00 It
25.00 It
_. 404.00 fl'
OK for non -SA waters
OK
OK
OK
#VALUE!
Form SW401-1 nfittration Basin-Rev.5 11 A p2011 Parts I. & H. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Additional Information
Maximum runoff to each inlet to the basin?
Length of vegetative filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occuring soil above shwt
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
1.83
ac-in
nla
f
'nla
,ft
nla
ft
nla
ft
nla
ft
2.00
I ft
Y
.(Y or N)
Y
(Y or N)
Y
I(YorN)
Y
(Y or N)
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
Form SW401-Infiltration Basin- Rev. 5 i tApr2011 Parts I. & II. Design Summary, Page 2 of 2