SW8960510_CURRENT PERMIT_19960823

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

'Jul 23 01 09:36a Jim Honeycutt
FAX
TO: Linda Lewis
N. C. D. E. N. R.
Phone [phone]
Fax Phone [phone]
RE: SW8 960510 -T
(9101350-0631 p.1
7UL
vE3 2001 J L203200b 1
Date _ 7/23/01
Number of pates including cover sheet 3
FROM. Wendy Richardson
Honeycutt Engineering.
610 Hidden Valley Rd..
MImington, NC 28409
Phone [phone]
Fax Phone [phone]

.Jul 23 01 09:36a Jim Honeycutt
t9101350-0631 p•2
American Legion Post 10
Stormwater Permit No. SWR 960510
New Hanover County
Designer's Certification
I, Tffif 5 R AlDNto*, u77- -7X' f'E. , as a duly registered _ E/✓(,/�/��)� in the
State of North Carolina, having been authorized to observe eriodically weekly/full time) the construction of the
project,
fi/%1EiLl1/ CMG/O�/ PdST /_6_�/N,5- GRoyE �� {Project}
for _ fffYlL� lGio�I RD57—/0 (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.
Required items to be checked for this certification to be considered complete are on page 2 of this form
Noted deviations from approved plans and specifications: V EG�7/fT�VE/L�'�oG4
TD &7l1) aG 1Z�,` PE
Signature
Registration Number
Date 7- ZQ -O
2
SEAL
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Jul 23 01 09:36a Jim Hanetscutt [9101350-0631 p•3
PE Certification Requirements:
The drainage area to the system contains approximately the permitted acreage.
£ The drainage area to the system contains no more than the permitted amount of built -upon area.
All the built -upon area associated with the project is graded such that the runoff drains to the system.
W--4. The outlet/bypass structure cicvations are per the approved plan.
The outlet structure is located per the approved plans.
�. "Trash rack is provided on the outletibypass structure.
�. All slopes are grassed with permanent vegetation.
Vegetated slopes are no steeper than 3:1
The inlets -are located per the approved plans and do not cause short-circuiting of the system.
�041M The permitted amounts of surface area and/or volume have been provided.
Tl. Required drawdown devices are correctly sired per the approved plans.
W-rf All required design depths are provided.
3. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
4. The overall dimensions of the system, as shown on the approved plans, are provided.
S:\WQS\STORMWAnPEREQ\9605
cc: Tony Robens, New Hanover County Building Inspections

r
State of North Carolina
Department of Environment,
.Hbalth and Natural Resources 4
Division of Water Quality
James B. Hunt, Jr., Governor p F= F=1
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
August 23, 1996
Mr. James McDonald, First Vice -Commander
American Legion Post 10
2010 North Kerr Avenue
Wilmington, North Carolina 28409
Subject. Permit No. SW8 960510
American Legion Post 10
High Density Commercial Stormwater Project
New Hanover County
Dear Mr. McDonald:
The Wilmington Regional Office received the Stormwater Management Permit Application for American Legion Post 10
on May 8, 1996, with final information on August 1, 1996. 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. We
are forwarding Permit No. SW8 960510 dated August 23, 1996, for the construction of the American Legion Post 10.
This permit shall be effective from the date of issuance until August 23, 2006, 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 operation 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
ajudicatory 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.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at
(910) ' 395-3900.
Sincerely,
C-- Dave Adkins
Regional Water Quality Supervisor
DAlarl: S:IWQSISTORMWATIPERMIT1960510.AUG
cc: Jim Honeycutt, P.E.
Tony Roberts, New Hanover County Inspections
Beth Easley, New Hanover County Engineering
Linda Lewis
LWilmington Regional Office
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 960510
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH 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
American Legion Post 10
American Legion Post 10
New Hanover County
FOR THE
construction, operation and maintenance of an Infiltration Pond in compliance with the provisions of 15A
NCAC 2H A000 (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 August 23, 2006 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 on page 3 of
this permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from 65,913
square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
2

■:
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
j Water Body Receiving Stormwater Runoff:
Classification of Water Body:
} If Class SA, chloride sampling results:
Pond Depth:
i
Bottom Elevation:
' Total Impervious Surfaces Allowed:
Green Area entering Pond:
Provided Bottom Surface Area:
Required Storage Volume:
i Provided Storage Volume:
Temporary Storage Elevation:
Elevation of Seasonal High Water Table:
Type of soil:
Minimum hydraulic conductivity:
Drawdown Time:
State Stormwater Management Systems
Permit No. SW8 960510
[VISION OF WATER QUALITY
PROJECT DATA SHEET
American Legion Post 10
960510
New Hanover County
Mr. James McDonald, First Vice -Commander
American Legion Post 10
2010 North Kerr Avenue
Wilmington, North Carolina 28409
May 8, 1996
Hewlett's Creek
"SA"
NIA
2.4' feet
23 MSL
65,913 square feet
66,333 square feet
3,222 square feet
9,554 cubic feet
10,029 cubic feet
25.4 MSL
18.6
Kureb sand
7.48 gallons/hour/square foot
3.1 hours
3

State Stormwater Management Systems
Permit No. SW8 960510
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved
plans.
5. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -
upon area.
6. The following items will require a modification to the permit:
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 of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.
7. 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.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for construction and maintenance of the stormwater
management system:
a. The stormwater management system shall be constructed in it's entirety, vegetated and operational for
it's intended use prior to the construction of any built -upon surface except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
2. The permittee shall at all 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 it's 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 side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
3. Records of maintenance activities must be kept and made available upon request to authorized personnel of DWQ.
The records will indicate the date, activity, name of person performing the work and what actions were taken.
4. 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.
4

State Stormwater Management Systems
Pernut No. SW$ 960510
5. 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.
6. 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.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is
a name change of the Permittee, a formal permit request must be submitted to the Division of Water Quality
accompanied by an application fee, documentation from the parties involved, and other supporting materials as
may be appropriate. The approval of this request will be considered on its merits and may or may not be
approved.
2. FaiIure 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-
215.6(a) to 143-215.6(c).
The issuance of this permit does not preclude the Permittee from complying with any"and ail statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which
have jurisdiction.
4. 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.
5. The permittee grants DEHNR Staff permission to enter the property for the purpose of inspecting all components
of the permitted stormwater management facility.
6. 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.
Permit issued this the 23rd day of August, 1996.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
C1 G
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SWS 960510

DIVISION OF ENVIRONMENTAL MANAGEMENT
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
1. GENERAL INFORMATION
1. Project Name ADOLPI1 CA N LEta l DrIJ 005 `r 10
2. Location, directions to project (include County, Address, State Road) Attach map. 1 N E- l2DV E Q21 V E
W I Lem I NCO To N
3. Owner's Name A M EP-1 CAN LEGI
D o
Pa ST _ 1 o
Phone
-10)
i 19-39 00
4. Owner's Mailing Address Yip UAI'Yl
C.
MCDoNA 1_D
a01 0
liiJ, ILE-U
AVE. W I U nipir -AN 28No5
City WIL Mi O. )-rbN State NC Zip_..Sq-oq
5. Application date fy)A"( (a 1 q 9 (0 Fee enclosed S --� R5.00
6. Nearest Receiving Stream 6 Val LZTT ' 5 CP eZK Class SA
7.Projectdescription_CON5-MUCT - NEW 8U)LD1N6 AND AAtk&IN6 LDr
II. PERMIT INFORMATION
@,T
JUL 0 2 1996
1 N SW S S .............. .......... .Permit O.(lobe�lledinbylJEl4f) ._ - _ •..
2. Permit Type V New 0 Renewal Modification (existing Permit No.)
3. Project Type. Low Density Detention � Infiltration Other: Redevelop General Dir Cert
4. Other State/Federal Permits/Approvals Required (check appropriarr blanb)
CAMA Major Sedimentation/Erosion Control 404 Permit
M. BUILT UPON AREA (Please see NCAc 2H.ioo5 thru .loo7for opplieible drnsisylint)
Classification
Allowable Impervious Area
nag Drainage
Basin Basin
SA
1 .34 AC
Total Project Area 5.3+ AG -31S(0
1.513
Proposed Impervious Area +.-H'q' AC
% Impervious Area f0y-s1n
IV. STORMWATER TREATMENT (Describe how the rimoBwill be +reared}
1 rJF1L-rEA- 1oN
BreawQwn_of Imnerviou
(Please 4siAcate below the design itnpervioui area)
it Buildings 10.-5 4 F+2' `
Streets
earn()
Parkingl 5 31 q1+3 Ft''
Col - -,+o FtZ
ruS 9 i3 z
Totals J 3 H

V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded
for the type of project applied for.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the items required by the permit, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the covenant cannot be changed or deleted without
concurrence from the State, and that they will be recorded prior to the sale of any lot.
VI. OWNER'S CERTIFICATION
i, _A_MMCf}N Lgra1 oN PUS T 1D certify that the information included on this permit
(Please print or type name clearly)
application form is correct, that the project will be constructed in conformance with the approved plans, that
the deed restrictions will be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2H.1000.
I authorize the below named person or firm to submit s water plans on my behalf.
Owner/Authorized Agent Signature and Title Date
(F-;r5f Vice— Ccmm0(ej—)
VII. AGENT AUTHORIZATION (mvsr eg coiwPLE=1
Person or firm name H O N e( CU T MG, N EEEI NG CO. _
Mailing Address P. O )( 1503 (Q _
City W 1 L.M11J G TO N State N G Zip 1+0 Phone. 31 D-3 SD`- 0 (0
Please submit application, fee, plans and calculations to the appropriate Regional Office.
cc: Applicant/WiRO//Central Files
Office use only ER
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INFILTRATION POND MAINTENANCE
Project Name: A nt E li 1 CA N 1_ECo 10 r4 POST 10
Responsible Party Name: AM EQ1CA tJ LEG iDN POST 10
Address: -7D2. PINE Geove D(LIVO Phone No: `799-380(p
After every runoff producing rainfall event, or at least monthly, whichever comes first:
1. Inspect the infiltration pond(s) for erosion, trash accumulation, grass coverage, and general
condition of the facility.
2. Repair eroded areas immediately, re -seed as necessary, keep side slopes and bottom
mowed, and remove trash.
3. Check any inlet piping, swales and catch basins. Repair broken piping, reseed swales, and
remove trash.
4. Inspect the bypass/overflow structure for blockage and deterioration. Remove blockage
and repair structure to originally approved design specifications.
5. Check the depth of the pond(s) every six months. If siltation has occurred to the point that
only 75 % of the original design depth is provided, remove the excess silt to the original
depth. Do not over -excavate, as this may cause the required water table separation to be
reduced, and may affect the ability of the system to perform as designed.
SPECIAL REQUIREMENTS
C , %����/�/ agree to be responsible for performing
the maintenance items as listed above for this project. I agree to notify NCDEM of any problems with
the system, or changes in the name of the project, n of the responsible party, or address.
Signature --- - • / - ---�
E C E I V E
0
JUL 0 21996
PROJ # Sw$��(Q0Sro