SW8140503_Current Permit_20161214

PAT McCRORY
C
Governor
DONALD R. VAN DER VAART
Secretary
Energy, Mineral & TRACY DAVIS
Land Resources Director
ENVIRONMENTAL QUALITY
December 14, 2016
United States Air Force
Dennis G. Goodson, Deputy Base Civil Engineer
Seymour Johnson AFB
1095 Peterson Avenue
Goldsboro, NC 27531
Subject:. Stormwater Management Permit No. SW8 140503
Ft. Fisher AF Recreational Area — Phase 1 and 2
High Density Infiltration Basin and Excluded Redevelopment Project
New Hanover County
Dear Mr. Goodson:
The Wilmington Regional Office received a complete, modified State Stormwater Management Permit
Application for Ft. Fisher AF Recreational Area - Phase 1 and 2 on December 13, 2016. Staff review of
the plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are
forwarding modified Permit No. SW8 140503 dated December 14, 2016, for the construction, operation
and maintenance of the BMP's and built -upon area associated with the subject project.
This permit shall be effective from the date of issuance until May 14, 2022, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the conditions listed in this
permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions,
certification of the BMP's, procedures for changing ownership, transferring the permit, and renewing the
permit. Failure to establish an adequate system for operation and maintenance of the stormwater
management system, to record deed restrictions, to certify the BMP's, to transfer the permit, or to renew
the permit, will result in future compliance. problems
The following modifications are included and covered by this permit:
I. The addition of Phase 2 of this project which consists of demolishing of the remaining previously
constructed cottages. The built -upon area removed has been documented in Section I.6 of this
permit and is available for future development under the conditions and requirements of a
redevelopment exclusion.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150B of the North Carolina General Statutes, and
must be filed with the OAH within thirty (3 0) days of receipt of this permit. You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process
at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their
website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, NC 28405
910 796 7215

State Stormwater Management Systems
Permit No. SW8 140503
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMIIVATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT AND EXCLUDED REDEVELOPMENT
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
United States Air Force
Ft. FisherAF Recreational Area — Phase 1 and 2
Ft. Fisher Boulevard (US 421) and Riverfront Road, Kure Beach, New Hanover County
FOR THE
construction, operation and maintenance of one (1) infiltration basin in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter 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 Energy, Mineral and Land
Resources (hereafter referred to as the Division or DEMLR) and considered a part of this permit.
This permit shall be effective from the date of issuance until May 14, 2022, and shall be subject
to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as
described in Section 1.9 of this permit. The stormwater control has been designed to
handle the runoff from 48,115 square feet of new impervious area.
3. The basin has been designed under the alternative design option to handle the 10 year
24 hour design storm without discharging, therefore neither an LSNFS nor an offline
bypass are required, as indicated in Section 1.9 of this permit.
4. The drainage area of the infiltration basin will be limited to the amount of built -upon area
indicated in Section 1.9 of this permit, and as shown on the approved plans. The built -
upon area for the future development is limited to 0 square feet.
5. Phase 1 of this project contains an area of redeveloped built -upon surfaces, which is
excluded from the State Stormwater permitting requirements under the following
conditions: 1) The project must be constructed as shown on the approved plans
submitted to this Office; 2) The proposed built -upon area of 82,827 square feet cannot
exceed the existing built -upon area of 83,450 square feet; and, 3) The proposed
stormwater controls, several small infiltration areas, must be constructed to provide equal
protection of surface waters as the existing stormwater control, which is sheet flow to
existing drainage ditches.
Page 1 of 6

State Stormwater Management Systems
Permit No. SW8 140503
6. Phase 2 of this project also contains an area of redeveloped built -upon surfaces, which is
excluded from the State Stormwater permitting requirements under the following
conditions: 1) The project must be constructed as shown on the approved plans
submitted to this Office; 2) The total proposed built -upon area of 35,632 square feet
cannot exceed the existing built -upon area of 35,632 square feet; and, 3) The proposed
stormwater controls, vegetated sheet flow to existing drainage ditches, must be
constructed to provide equal protection of surface waters as the existing stormwater
control, which is vegetated sheet flow to existing drainage ditches. The 35,632 square
feet of built -upon area allocated to this 2.5-acre project area includes 0 square feet of
proposed built -upon area and 35,632 square feet of built -upon area allocated for future
improvements.
7. The runoff from the 48,115 sf of built -upon area within the permitted infiltration basin
drainage area of this project must be directed into the permitted stormwater control
system. The remaining BUA is treated by small infiltration areas that are excluded from
permitting subject to the redevelopment exclusion requirements.
8. This redevelopment project shall provide a minimum 30' wide vegetated buffer adjacent
surface waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers, and the mean
high water line of tidal waters.
9. The following design criteria have been permitted for the infiltration basin and must be
provided and maintained at design condition:
a. Drainage Area, acres: 2.48
Onsite, ft2: 108,187
Offsite, ft2: 0
b. Total Impervious Surfaces, ft2: 48,115
Onsite, ft2. 48,115
Offsite,
ft2-0
c. Design Storm, inches: 1.5"
d. Basin Depth, feet: 2.13
e. Bottom Elevation, FMSL: 10.67
f. Bottom Surface Area, ft2: 3,690
g. Bypass Weir Elevation, FMSL: 12.8
h. Permitted Storage Volume, ft3: 12,130
i. Predevelopment 1 yr 24 hr peak flow, cfs: n/a
j. Post -development 1 yr 24 hr peak flow, cfs: n/a
k. Type of Soil: Lakeland / Wakulla
I. Expected Infiltration Rate, in/hr: 5.5
m. Seasonal High Water Table, FMSL: 8.67
n. Time to Draw Down, hours: <5
o. Receiving Stream/River Basin: Atlantic Ocean / CPF00
p. Stream Index Number: 99-(3)
q. Classification of Water Body: "SB"
10. Per section .1008 (h) of the stormwater rules, this alternative design infiltration basin
provides equal or better protection because it infiltrates a 10-year, 24-hour storm without
discharging, using an infiltration rate of one-half of the expected infiltration rate provided
in the soils report. The infiltration basin is designed in accordance with Option 4 of
Section 16.3.9 of the BMP manual, therefore, no bypass, no vegetated filter strip, and no
additional storage volume are required. The approved parameters are:
a. 10 yr 24 hr design storm, inches 7.24 (from NOAA chart)
b. Volume to infiltrate, cf: 29,390
c. Volume infiltrated in 24 hours, cf: 20,295 (at'/ expected infiltration rate)
d. Remaining volume to infiltrate, cf: 9,095 (<12,130, OK)
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.
Page 2 of 6

State Stormwater Management Systems
Permit No. SW8 140503
2. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately. If the stormwater system is 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.
3. The permittee shall follow the approved Operation and Maintenance Agreement in its
entirety, and shall provide and perform the operation and maintenance procedures in that
document at the specified intervals to assure the permitted stormwater system functions
at optimum efficiency.
4. 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.
5. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
6. All stormwater collection and treatment systems must be located in public rights -of -way,
common areas or easements. The final plats for the project will be recorded showing all
such required rights -of -way, common areas and easements, in accordance with the
approved plans. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
7. 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.
8. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
management measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of
the project area.
d. Filling in, altering, or piping of any vegetative conveyance shown on the approved
plan.
e. The construction of any designated future BUA on the application.
9. Prior to transfer of the permit, the stormwater facilities will be inspected by Division
personnel. The project and the stormwater facility must be in substantial compliance with
all permit conditions. Any items not in substantial compliance must be repaired, replaced
or restored to design condition prior to the transfer. Records of maintenance activities
performed to date will be required.
10. The Director may notify the permittee when the permitted site does not meet one or more
of the minimum requirements of the permit. Within the time frame specified in the notice,
the permittee shall submit a written time schedule to the Director for modifying the site to
meet minimum requirements. The permittee shall provide copies of revised plans and
certification in writing to the Director that the changes have been made.
III. GENERAL CONDITIONS
Any individual or entity found to be in noncompliance with the terms and conditions of
this permit or with the stormwater rules, is subject to enforcement action by the Division,
in accordance with NCGS 143, Article 21.
Page 3 of 6

State Stormwater Management Systems
Permit No. SW8 140503
2. 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.
3. This permit is not transferable to any person or entity except after notice to and approval
by the Director. The permittee shall submit a completed and signed Name/Ownership
Change Form, accompanied by the supporting documentation as listed on the form, to
the Division at least 60 days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in whole
or in part;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
4. The permittee is responsible for compliance with all permit conditions until such time as
the Division approves the transfer request.
5. Approved plans, calculations, supplement forms, operation and maintenance
agreements and specifications for this project are incorporated by reference and are
enforceable parts of the permit. A copy of the approved plans and specifications shall be
maintained on file by the Permittee at all times.
6. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division, such as
the construction of additional or replacement stormwater management systems.
7. The permittee grants Division Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted stormwater
management facility.
8. 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.
9. 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.
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 2008-211, Title 15A NCAC
2H.1000, and NCGS 143-215.1 et. al.
11. The permittee shall submit a permit renewal application at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit modified, updated, and re -issued this the 14th day of December 2016.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
racy D is, PE., Director
Division o nergy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Management Systems
Permit No. SW8 140503
Ft. Fisher AF Recreational Area — Phase 1 and Phase 2
Stormwater Permit No. SW8 140503
New Hanover 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 5of6

State Stormwater Management Systems
Permit No. SW8 140503
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: NCDEQ-DEMLR Wilmington Regional Office
Town of Kure Beach Building Inspections
Page 6 of 6

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1 5 ❑ Coastal SW - 2008 ❑ Ph H - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan: 11
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. 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.):
Fort Fisher Air Force Recreational Facility - Phase I, N40085-13-C-5230
2. Location of Project (street address):
CN Fort Fisher Blvd (Highway 421) and Riverfront Road
City: Kure Beach County: New Hanover Zip: 28449
3. Directions to project (from nearest major intersection):
From intersection of SR 1539 (Ocean Boulevard) Kure Beach; travel south on HwT 421 for 2.7 miles
Site is on west side of Hwy 421, on the north side of Riverfront Road
4. Latitude: 33 * 58' 53.0292 " N Longitude: -77 ° 54' 45.7992 " W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 - Renewal Application Form
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) , 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
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, 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):
❑LAMA Major
❑NPDES Industrial Stormwater
®Sedimentation/Erosion Control: 6.0 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: S&EC; Fort Fisher Recreational Facility Phase I, N40085-13-C-5230
(Express); NEWHA-2014-012
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: http:Z�portal.ncdenr.orL,/web/lr/rules-and-reculationm
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6
ECEIVED
MAY 09 2014

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 project):
Applicant/Organization: United State Air Force
Signing Official & Title: Dennis G. Goodson, Deputy Base Civil Engineer
b. Contact information for person listed in item la above:
Street Address: 1095 Peterson Avenue
City: Seymour Tohnson State: NC Zip: 27531
Mailing Address (if applicable):
City: State: Zip:
Phone: ( 919 ) 722-5142 Fax: ( ) N/A
Email: dennis.goodson®us.af.mil
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:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if applicable):
City:
State: Zip:
State:
Phone: ( ) Fax:
Email:
Zip:
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: Stephen T. Blanchard PE• Resident Engineer US Army Corps of Engineers
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address: 1095 Peterson Aveneue
City: Seymour Tohnson
Phone: [phone]
Email: stephen.t.blanchard®usace.army.mil
4. Local jurisdiction for building permits:
State: NC Zip: 27531
Fax: (919 ) 722-5870
Point of Contact: Phone #:
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6
MAY O 9 204
Blh �

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
The existing site has 83,450 SF BUA and was developed prior to 1988 There is no existing State Stormwater
Permit for this site. The site will be redeveloped with a final BUA of 130,942 SF The increased BUA will be
directed to an on -site infiltration basin for treatment The remainder will be considered "redeveloped"
2. a. If claiming vested rights, identify the supporting documents provided and the date thev were approved:
❑ Approval of a Site Specific Development Plan or PUD
❑ Valid Building Permit
❑ Other:
Approval Date:
Issued Date:
Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 6.01 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+:6.01 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal Hi h Water (NHM line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHV line. The resultant project area :s used to
calculate overall percent built upon area (BLIAA). Non -coastal wetlands landward of the NHW (or MHV O line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 50 %
9. How many drainage areas does the project have?2 (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 belokk
w. Ai iA Oca.c.►rA.,� AIJA PI. 1 �'iill'kh'°
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area
Receiving Stream Name
Atlantic Ocean
Atlantic Ocean
Atli k c
_
Stream Class *
SB
SB
Stream Index Number *
99-(3)
99-(3)
TT_ ( 3
Total Drainage Area (sf)
108,187
153,799
a 5
On -site Drainage Area (sf)
108,187
153,799
a.5
Off -site Drainage Area (sf)
0
0
Proposed Impervious Areas
48,115
82,827
353(,a
% impervious Area** total
44.5
M
Impervious— Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area
On -site Buildings/Lots (sf)
22,824
21,190
_
On -site Streets (sf)
12,211
44,536
On -site Parking (sf)
2,604
9,893
On -site Sidewalks (sf)
10,476
7,208
Other on -site (sf)
Future (sf)
0
0
Off -site (sf)
0
0
Existing BUA*** (sf)
0
0
EIVE
Total (sf):
48,115
82,827
3�a3m
Stream Class and index Number can be determined at: ht • ortal.ncdenr.or eb c MARAW
Impervious area is defined as the built upon area including, but not limited to, buildin oads, parking areas,
sidewalks, gravel areas, etc. jj;
F * Report only that amount of existing B LIA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B LIA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

11 How was the off -site impervious area listed above determined? Provide documentation. N A
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 1 SA 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
fromhttv://vortal.ncdenr.orL,/web/wo/ws/su/bm-D-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
hft://12ortal.ncdenr.org/web/LvA/ws/­su/­statesw/­­forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://lportal.ncdenr.org/web/wA./ws/su/mains.)
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 hn://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form. _
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below) ^
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M /)
agreement(s) for each BUT.
4. Permit application processing fee of $505 payable to NCDETrR. (For an Express review, refer to
http://www.envhelp.org/pages/onestope)press.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 1h mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
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
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal
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
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineate
:rely
MAY 0 s 20% 11
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).
-- u
Form SW-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
�. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to de ths) as well f th b 1
p a map o e ormg o
as cations with the existmg
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 DEMLR to verify the SHNT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: (5q8 Page No: ora�
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 15A 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.
hft://www.secretga.state.nc.us/Cozporations/CSearch.aVx
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 hU:Hl2ortal.ncdenr.org/web/lr/state-stormwater-
forms docs. 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 DEMLR, 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: Elizabeth M. Nelson, PE
Consulting Firm: Cave Fear En&eering
Mailing Address: 151 Poole Road, Suite 100
City: Belville
Phone: ( 910 ) 383-1044
Email: elizabeth.nelson®ca efp earengineermg.com
State: NC Zip: 28451
Fax: ( 910 ) 383-1045
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled 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 Ia) with (print or type name of organization listed in
Contact Information, item 1a) 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.
ECEIV��
MAY092M4
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

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 DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR 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:
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 1a) Dennis G. Goodson, Duty Base Civil Engineer
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 NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature:A'--n�tDate:_ Zq Apr 14
R-) a Notary Public for the State of mrTIC Qa' +fly�� County of
NV2►-1 nR—) do hereby certify that Q-nn i5 oodSo ►'LJ personally appeared
before me this m6ay of 1 � 2-0 1 and acknowledge the due execution of the application for
11
a stormwater permit. Witness my hand and official seal,
��Tiq/� 0
Q y �o=
CO �N„•
lllliili111
SEAL
My commission expires4eLr 4"r 4 1 CzQ
ECEIVE
MAY 0 9 2014
gY:
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

Permit No. y�'�%���
(to be provided by DWQ)
r3�O� W AT�r9 G
V
MAA 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 111) must be printed, filled out and submitted along with aff of the required information.
III, ORION "i
Project Name Fort Fisher Air Force Recreational Facility - Phase I, N40085-13-C-5230
Contact Person Stephen Blanchard, PE
Phone Number (919) 7225869
Date May 06, 2014
Drainage Area Number 1
Site Characteristics
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 Water;
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
108,187.00 ftz
48,115.00 ft2
44.47 %
1.50 in
3.83
in
6.14
in/hr
2.49
ft3/sec
0.00
ft3/sec
-2.49
ft3/sec
6,089.00
fO
12,130.00
ft3
n/a
ft3
n/a
ft3
nla
ft3
#VALUE!
ft3
n/a
ft3
LakelandWakulla
5.53
in/hr
8.67
fmsl
OK for non -SA waters
0.15
days OK
3.00
:1 OK
10.67
fmsl OK
12.80
fmsl
7,777.00
f fZ
13.20
fmsl
see plans
ft
see plans
ft
3,690.00
f?
#VALUE!
MAY 0 9 POw
BY. -
Form SW401-Infiltration Basin-Rev.5 11Ap2011 Parts I. & II. 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
2.00
ac-in
OK
0.00
ft
Filter is too short, must be > 30-ft
>15
ft
OK
>50
ft
OK
>100
ft
OK
>2
it
OK
1.00
ft
OK
Y
(Y or N)
OK
N/A
(Y or N)
OK
Y
(Y or N)
OK
Y
(Y or N)
OK
Y
PRETREATMENT BASIN
eCRIVE
MAY Do Ion
YOIM
BY-6
Form SW401-Infiltration Basin-Rev.5 11Ap2011 Parts I. & II. Design Summary, Page 2 of 2

Permit No
(to be provided by DWQ)
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. F a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
C& IV[
1. Plans (1" - 50' or larger) of the entire site showing:
C- Sn3C
- Design at ultimate build -out,
CALL$
- 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
- Boundaries of drainage easement.
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.
L'J_
-5o3C.
3. Section view of the infiltration basin (1" 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
IeZ
IPBL L
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
_
LA
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
ENS
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.
[r) Ar
6. A construction sequence that shows how the infitlration basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
V— 9. A copy of the deed restrictions (if required).
RECEIvE
�Yoe�� p
BY:_
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1

Permit Number: J�`a Y/5
(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 I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
infiltration basin
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to
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
swale
The pipe is clogged (if
applicable).
Unclog the pipe. Dispose of the
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
swale (if applicable).
Regrade the Swale if necessary to
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
A�ECEIV
PR 2014
RECEIVED
MAY 0 9 2014
BY:
Form SW40 1 -Infiltration Basin O&M-Rev.3
Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
and reduced the depth to 75 %
of the original design depth.
Search for the source of the
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.
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
growing in the main
treatment area.
Remove the plants by hand or by
wiping them with pesticide (do not
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
outlet.
Quality 401 Oversight Unit at 919-
733-1786.
ECIFIVE
APR 0 9 2014 0
BY:
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: Fort Fisher Air Force Recreational Facility - Phase I N40085-13-C-5230
BMP drainage area number: 1
Print name: Dennis G. Goodson
Title: Debuty Base Civil Engineer
Address:_ 1095 Peterson Avenue, Seymour Johnson NC 27531
Date:_ R Mau 1 I
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, , a Notary Public for the State of
%•'rt , County of k/ AfA n-� , do hereby certify that
personally appeared before me this'
day of®/ and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
`' �u a �i r� •pry'
Q- V10T�q
=� 400�eLIC 177
�iiiigimm�►�nW�
SEAL
My commission expires tLr-c a r /9 C,O/7
Form SW401-Infiltration Basin O&M-Rev.3
ECEIVE
APR 092%
Page 3 of 3