SW8990108_Historical File_19990803

Stafe of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
Mr. Charles E. Wells, Member/Partner
CHARLES E. WELLS
1640 N.C. Hwy. 53 West
Burgaw, NC 28425
Dear Mr.Wells:
i, � • r
NCDENR""
NORTH C;AROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 3, 1999
Subject: Permit No. SW8 990108
First National Bank Building
High Density Stormwater Project
Pender County
The Wilmington Regional Office received a complete Stormwater Management Permit Application for First National Bank
Building on June 28, 1999. Staff review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15ANCAC 2H.1000. We are forwarding Permit No. SW8 990108
dated August 3, 1999, for the construction of First National Bank Building.
This permit shall be effective from the date of issuance until August 3, 2009, 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
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.
Ifyou have any questions, or need additional information concerning this matter, please contact Scott Vinson, or me at (910)
395-3900.
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/say. S:\WQS\STORMWATIPERMIT\990108.AUG
cc: Jim Honeycutt, P.E.
Rodney Scruggs, Pender County Inspections
Scott Vinson
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State Stormwater Management Systems
Permit No. SW8 990108
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
CHARLES E. WELLS
First National Bank Building
Pender County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the provisions of 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 August 3, 2009 and shall be subject to the following specified
conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater described in the application and
other supporting data.
2. 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 39,511 square
feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved plans.
2

n
State Stormwater Management Systems
Permit No. SW8 990108
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
If Class SA, chloride sampling results:
Pond Depth, feet:
Permanent Pool Elevation, FMSL:
Total Impervious Surfaces, ft2:
Offsite Area entering Pond, W:
Required Surface Area, W:
Provided Surface Area, ft2:
Required Storage Volume, W:
Provided Storage Volume, W:
Temporary Storage Elevation, FMSL:
Controlling Orifice:
DIVISION OF WATER QUALITY
'ROJECT DESIGN DATA SHEET
First National Bank Building
SW8 990108
Pender County
Mr. Charles E. Wells, Member/Partner
CHARLES E. WELLS
1640 N.C. Hwy. 53 West
Burgaw, NC 28425
June 28, 1999
Osgood Branch 1S -
"C SW"
n/a
4
39.00
39,511
18,295
3,466
3,468
3,252
3,894
40.00
0.75" diameter pipe
3

State Stormwater Management Systems
Permit No. SW8 990108
H. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in it's entirety, vegetated and operational for its intended
use prior to the construction of any built -upon surface except roads.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
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 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.
h. The vegetated filter will be kept grassed with no erosion. The spreader mechanism will be kept clear.
4. 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.
5. Decorative spray fountains will not be allowed in the stormwater treatment system.
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.
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.
8. 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.
Prior to the sale of any portion of the property, an access/maintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale of any portion of
the property.
10. The permittee is responsible for verifying thatthe proposed built -upon area does not exceed the allowable built -upon
area.
11. The runoff from all built -upon area on the project must be directed into the permitted stormwater control system.
12. 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.
4

State Stormwater Management Systems
Permit No. SW8 990108
13. 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
14. 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.
M. GENERAL CONDITIONS
1. 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. 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.
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal) which have
jurisdiction.
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 DENR 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 3rd day of August, 1999.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
FOCam
` Kerr. T. Stevens, Director
? Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SWS 990108
FJ

State Stormwater Management Systems
Permit No. SW8 990108
First National Bank Building
Stormwater Permit No. SW8 990108
Pender 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,
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
0

r
State Stormwater Management Systems
Permit No. SW8 990108
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. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of the system.
_`..10. The. permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Rodney Scruggs, Pender County Building Inspector
7

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
I. GENERAL, WFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
CHAP.LES 'E . WELLS
2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and
its compliance):
Charles E. Wells (Member, Partner)
3. Mailing Address for person listed in item 2 above:
1640 N. C. Hwy. 53 West
BurQaW State N. C. 28425
TeiephoneNumber. ( 910 ) 259-4070
4. Project Name (subdivision, facility, or establishment mane - should be consistent with project name on
plans, specifications, letters, operation arA maintenance agreements, etc.):
FIRST NATIONAL BAND BUILDING
5. Location of Facility (street address):
301 East Freemont Street
Bu26AW 28425 Cmt1,; PE-h)DER
6. Directions to facility (from nearest major intersection):
From the Pender County Court House take Freemont Street going East; subject lot
will be one block East of the Court House at the intersection of Freemont Street
and Cowan Street.
7. LadWe 3 4 0 3?)' oo" ° 5 ' 00 '� of facility
8. Contact person who can answer questions about the facility:
Name_ I rY) H oN E.4 GtJ T T Telephone N=&er. 10 3 5 0 - 00 3
ffl. PIERM T DOORMATION-
1. Specify whether project is (check one):—=—V-- New -----Renewal —Modification
2. If this application is being submitted the result of a renewal or modification to an exis ' permit, list
ft Wd tit nUU* es' : ft and its issue date (if ]mown)
Form SWU-101 April 1998 Page I of 4

3.,'. Specify the type of project check one):
Low Density _ _�— High Density Redevelop
General Permit
Other
4, Additional Project Requi ents (check applicable blanks):
____.CAMA'?VUjor 7Sedunentation/Erosion Control
Tll. PROJECT INFORMATION
—40 Vermit
1. Inthe space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) descrilying stormwater management for the project.
iA)er PonJD
2. Storn'water runoff from this project drains to the CPE FEA)z River basin.
3. Total Project Axe& l ' l CP acres 4. Pw0ct Built i 1ponArex % %
5. How many drainage bashes does the project have?__
6. Complete the following information for each drainage basin. If there are more than two drainage basins in
the project, attach an additional sheet with the information for each basins provided in the same format ens
below.
r1W IOUt
NOW
Recceiving Stream Name
Receiv!n& Stream Class
Drains Basin Area
Ex tin rvious' Area
2,
Pra DeedImpetviousW=
11
% Ie ou a Area (total)
1110
-
`'�
S�
YY •6•'. s''t' �r .y �A � +a`j '.b.sZ;�'.
^
j''�
7n-site BuddM
On -sate Streets
f
on -site P
j G
On -site Sidewalks
2 3
IV In
Other on -site
A
Off -site
2,
Total:
j�
�=
intpe vious arm is defined as the built upon area iractudirtg, but not limited to, buildirW, roads, parking
areas, side vlks, gravel areas, etc.
7. plow was the off -site impexvicass area iisteci above tiexived? C!CArl 5= 510EW A J+
F99ff81 !tT 51 WWA LX ?75 t M-MOB PA'tf i N 6 050 + C.OLUAt-J PA'V`i n16 2-47
New PAWK6 onr MEET1'+onrf 31790 + New PAveMeWT -oaf UWAO 51-70 -f- 1307 NEW' Ce'A.Nt✓12.
IV. DEED R.ESTRIC P ONS AND PROTECTFW COVENANTS NAlt TS 1 g) 29s
Deed restrictions and protective covenants are required to be recorded for all law density projects and all
subdivisions prior to tlhe sale of any IoL Please see Attachment A for the specific itms that must be recorded
Farm S'WU-101 April 199% Page 2 of 4

py.your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the item required by the permit, that the covenants will be binding an all parties and persons
claming Lander tha= that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf, please complete this section: 1. . .
De*aWd agent(ual orN EK GJ TT EN 6 N F-E,_121 N 6 CA
Ma,g P 0]BOX 1503 (n
0: WILt�nr1J�"fbN staw N.C. 2g8
Phorr `l10 350-OTC 3l �c q10 350-O(v31
VI. SUB1V11'ITAL REQUIREMENTS
This application package will not be accepted by the Division of Water Quality unless all of the applicable
items are included with the submittaL
1. Please indicate that you have provided the following required information by signing your initials in the
space provided next to each item.
Anvlicant'i initials
o Original and one copy of the Stormwater Management Permit Application Forces VJL r'
• One copy of the applicable Supplement Form(s) for each BUT (see Attachment A) W
e Permit application processing fee (see Attachment A)
• Two copies of plans and specifications including
o Detailed narrative description of stormwaW treabnent/management
a Two copies of plans and specifications, including.
- Development/Project name
- Engineer and Firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water lane
- Dimensioned pro"/project boundary
- Location snap with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, parking, cul-de-sacs, sidewalks, and curb and gutter
Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage basins delineated
Vegetated buffers (where required)
vac, AFMC'ANTS CERTNICATION
1, (print or t fpe ream of person listed in General Irr m adm item 2) Charles B. Wells
certify that the information included on this permit application form is correct, that the project will be
constructed in conf,V'"o
the approved plans, that the deed restrictions sat accordance with Attachment
A of this form will beit�;�'NCAC
condition, and that to the best of my knowledge the
proposed project c 21'd .1d0U.
December 29 1 1998
gam; Member Partner
Form SWU-101 April 1998 Page 3 of 4

AT rACITIMIFNT A
1. Deed Itedrialian Li ngmge
The following statements must be recorded for all low density projects and for all projects that involve the
subdivision and selling of lots or outparcels:
1. No more than square feet of any lot, including that portion of the right-of-way between the
edge of pavement and the front tot line, shall be covered by impervious structures including
asphalt, gravel, concrete, brick, stone, slate or similar material but not including mood decking or
the surface of swimming pools. This covenant is intended to insure continued compliance with the
stori nwater permit issued by the State of North Carolina. The covenant may not be changed or
deleted without the consent of the State.
2. No one may fill in, pipe, or after any roadside swale except as necessary to provide a minimum
driveway crossing.
NOTE: If lot sixes vary significantly, the owner/developer must provide an attachment listing each lot
number, size and the allowable built -upon area for each lot_
For commercial projects that have outparcels or future development the following statements must also be
recorded:
3. The connection from the ouiparcel or facture area into the stormwater system must be made into the
forebay such that short-circuiting of the system does not occur.
4. All built -upon area from the outparcel or future development must be directed into the permitted
stormwater control system.
5. Built -upon area in excess of the permitted amount will require a permit modification prior to
construction.
For curb outlet systems, the following statement in addition to items I and 2 above must be recorded:
6. No one may pipe, fill in or alter any designated I00 foot long grassed swale used to meet the
requirements of NCAC 2H .1008(g).
2. Supplement Farms
The applicable supplement forms) listed below must be submitted for each BMP specified for this project:
Forst SWL1-102
Wet Detention Basin Supplement
Form SWU 103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Club Outlet System Supplement
Form SVM-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Nutrient Management Strategy Supplement
3. Permit Application Fees (check made payable to NCDFNR and submitted to the appropriate Regional
Office)
Type of Permit
Low Density
High Density
Other
Director's Certification
General Permit
New, Modification, or
Late R ewal
85
$225
$350
$50
Form SWU-101 April 1998 Page 4 of 4
Timely Renewal Without
Modification
n/a
$225
n/a
n/a
n/a

Permit 'No. .S W g tJq a) o
State of North Carolina
Department of Environment and Natural Resources
Division of Water- Quality
STOR.MWATER MANAOEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
ENS'
Thin forne may he phorocopmd for use ass an ongu=1
1DWoStormwater Managerraent Plan Review:
AA c�m opTetestorrawwater management plan submittal includes a wet detention basin supplement for e
ach design calculations, plans and specifications showing all basin and outlet structure details, and a signed. a basin,
notarized operation and maintenance agreement.
L PROJECT INFORKATION (please complete the following information)..
Project Name : 125T IJATIDNA L gA-N'K BUILD11y'%
tanact Person•J-1 1Hb1\_1 0
GUPho
ne .,..,..�.. �,.�,,..._..
Number (G f 0) a5l7 — 0 (0 3J
For projects with multiple basins, specify which basin this wonksheet applies to:
Basin Bottom Elevation � 351 00 ft. (average elevation of the floor of the basin)
Permanent Pool Elevation 3 , 0 0 ft. (elevation of'the orifice)
emporguy Pool Elevation Q, QQ _ ft. (elevation of the discharge structure overflow)
PeTmanent Pool Surface Area. LF (0 $
sq. ft,
(water surface area at the orifice elevation)
drainage Arra
1 9 —
ac.
(on -sate and off -site drainage to the basin)
Impervious Area
, 90 _ _ —
ac.
(can -site and off -site drainage to the basin)
Permanent Pool Volume
i"� 191 r]
cu, ft.
(combined volume ofmain basin and forebay)
Tzmporary Pool Volume
38 3
cu. ft.
(voiuint: detained above the permanent pool)
Forebay Volume
013
cu. ft.
S A/D.Al used.
b µq
(surface area to drainage area ratio)
Diameter of Orifice
in.
Design TSS Removal
Q h %
(85% TSS removal rcxluimd, see item k below)
]ft- RF-QUIRED ITEMS CHECKLIST
The hallowing checklist outlines design requirements per the Stormwata Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 211.1008.
Initial in the space providers to indicate the following design. requixcments have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stomawater Mwmgement perrauat
Application Form, the agent may initial below. If a requirement has not been .met, attach justification.
Farm SWU-lot Rev 1/August 1998 Page 1 of

L The temporary pool controls runoff from the 1 inch storm event.
a. The basin length to width ratio is greater than 3:1.
The basin side slopes above the permanent pool are no steeper than 3:1.
k A submerged and vegetated perimeter shelf at less than 6:1 is provided (show detail).
:. Vegetation above the permanent pool elevation is specified.
f: An emergency drain is provided to empty the basin. (CA0 etr ft- BLE R VM 0)
reaue�A6e �
g. The permanent pool depth is between 3 and; feet (required minimum of 3 feet).
a. The temporary pool drays down in 2 to 5 days.
.. A trash rack is provided for both the overflow and orifice.
The forebay volume is approximately equal to 20% of the total basin volume.
c. Sediment storage is provided in the permanent pool.
IV/ tt i, a ju-foot vegetative filter is provided at the outlets (include erosive flow calculations)
m. Recorded drainage easement for each basin including access to clearest right-of-way.
n. A site specific operation and maintenance (O&M) plats is provided.
o. A vegetation management/mowing schedule is provided in the O&M plan.
p. Semi-annual inspections are specified in the O&M plan.
q. A debris check to be performed after every storm event is specified in the O&M plan.
r. Specific clean -out benchmarks are specified in the O&M plan (elevation or depth).
s. A legally responsible party is designated in the O&M plan3 (include name and title).
t. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin.
Footnotes:
1 When using the Division SSA tables, the comect $A/DA ratio for permanent pool sizing should be computed based upm the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 The requirement for a vegetative filter may be waived if the wet detention basin is designed to meet 90°10 TSS removal.
3 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.
IIIe WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
- kie wet detention basin system is defined as the wet detentions basks, forebay, non-integrated pretreatment
systems (pretreatment other than forebays), and the vegetated filter if one is provided.
This system (check one) 0 does fd d not incorporate a vegetated Filter.
This systems (check one) ® does 'does not incorporate non-integrmted pretmtmeant.
Maintenance activities shall be performs as follows:
1. After every significant runoff producing rainfall event and at least monthly:
Form SWU-102 Rev 1/August 1999 Page 2 of 3

a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, grass
cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system senu-annually or when depth is
reduced to 75% of the original design depth. Removed sediment shall be disposed of in an appropriate
manner and shall not be handled in a manner that will adversely impact water quality (i.e. stockpiling near a
wet detention basin or stream, etc.).
The original design depth is: If d 0 F7-,
The sediment removal benchmark depth is: 3, 0
5. Remove cattails and other indigenous wetland plants when they cover 75% of the basin surface. These
plants shall be encouraged to grow along the basin perimeter.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the above
maintenance procedures. I agree to notify DWQ of any problems with the system or changes in the name of the
project, responsible party, or address.
Print name: CHARMS E. WELLS
Address: 1640 N. C. Hwy. 53 West Bur-Cgw, X—C. 28425
Phone:
Title:
Signature:
910-259-4070
Date: December 29, 1998— - -
I, Leola Loyd , a Notary Public for the State of North Carolina
County of Pender , do hereby certify that Charles E. Wells
personally appeared before me this 29th day of December . 19 98 , and acknowledge the
due execution of the forgoing infiltration system maintenance requirements. Witness my hand and official seal,
SEAL
LEOLA LOYD
MY co fission expires Janua 11 2001 0 NOTARY PUBUC
PENDER COUNTY, NC
FOM MU-102 Rev 1/August 1998 Page 3 of 3

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
June 18, 1999
Mr. Jim Honeycutt, P.E.
Honeycutt Engineering Co.
PO Box 15036
Wilmington, NC 28408
jkw
wxiiA
A
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subiect: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 990108
First National Bank Building
Pender County
Dear Mr. Honeycutt:
The Wilmington Regional Office received the resubmittal of Stormwater Management Permit Plans
for First National Bank Building on April 27, 1999. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue the
stormwater review:
1. The original application and supplement form should have been sent with my additional
information letter dated April 6, 1999. However since no new application and supplement
form containing the changes from the original submittal were included in the April 27, 1999
package, I am including the originals now for changes. As soon as these changes are received
they will be reviewed and the project can be permitted.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to July 18, 1999, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee. The Division is allowed 90 days from the receipt of a completed application to issue the
permit.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Scott A. Vinson
Environmental Engineer
RSS/sav: S:1WQSISTORMWATIADDINF01990108.APR
cc: Wilmington Regional Office
Charles E. Wells
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Excise Tax $OM
F11-ED BK 148OPG3-D9
99 JUIN 10 PH 4: 15
JO' CE i�i. Slr'/ICEGOOD
RE'ISTER OF DEEDS
PE'tGER COUNTY, NC
Rwordittg Tim, Book and Pape
Tax Lot No. J071066 001 Parcel Identifier No.
by =County on the _ day of 14
by
Mail after recording to Moore & Kenan, P. O. Box 957, Burgaw, NC 28425
This instrument was prepared by Robert C. Kenan Jr.
Brief Description for the index
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this May 11 1999, by and between
GRANTOR I GRANTEE
LAIUVRENCE, FRANKIM F'07%—,H and wife,
AMY W. FUTCH;
RONALD D. GRAVES (Divorced); and
CHARLES K WELLS and wife, ETHEL BANE WELLS
PENDER DEVELOPERS, L,L,C.
A North Carolina Limited Liability Company
Enter in appropriate block far emb party; nice, addmµ and, lrepp gvistg ebaraeter of entity. ea.. ammaden m evnre,stde
The designation Grantor and Grantee as used herein shall include said parries, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSEM, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated in the City
of Burgaw, Burgaw Township, PENDER County, North Carolina and more particularly described as follows:
Lying and being in the Town of Burgaw, and BEGINNING at the intersection of the Eastern line of Cowan Street
with the Southern line of Fremont Street, and running thence with the Southernn line of Fremont Street North 73
degrees 30 minutes East to the run of Osgood Branch Canal; thence up the run of said Canal in a Southwesterly
direction to the Eastern line of Cowan Street; thence with the Eastern line of Cowan Street North 16 degrees 30
minutes lot of BEGINNING.
'if
aob s
Qet ot1
ice 16. So � DeeaS
teT f •RQ 6
N.C. Her Assoc. Porte No. 3A O 1976, Revised O 1971
Printed by Agm avant with the N.C. Bar Assm. 4003

The i11oPertl' hw1nabove d0"11 red was acquired by Grantor by insftment recorded in Book 1271, Page 52.
A map showing the above described property is relwrded in , . RR pp G
To
HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances tSt U Pf f 0
simple. kmgtng to the Grantee in fee
And the Grantor covenants with the Grantee, that Grantor is seized Of the premises in The simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will Warrant and defend the title against the lawfitl
claims of all persona whomsoever xcent for the exceptions heminai}er stated. Tide to the property hereinabove described is subject to the
following exceptions:
IN WITNESS Wl , the Oranbr has hereunto set his hard sod seal, or if cwporete, has caused this Itahunnerrt to be signed in its caPntrate name by its duly
authorized of ocis and its sed to be hereunto afted by authority of }hoard ofnirectom. The day and year fbat above wviltar.
(Carpante Noma}
President
ATTEST:
Seem ry(Carpoare sago
(Corpaere Nano)
President
ATTEST:
Secretary (earpaara Sad)
Met Jane Walk (SEAL)
(SEAL)
(SEAL)
T' - - -OFFitALS� Ecommission
CAROLINA, PENDBRCounty.
dersigred, a Notary Public of the County end State aforesaid, artily that Lawry ce Fnaklla get ch and wIk Amy W. Fatek
�. KENAN, J R., Personally Appeared before me this day and acknowledged die ion of the fora
NOTARY PUBLIC seal, this ID day e<.ltras.,19". Bo ea►. Witness My hand and offici.
MENDER COUNTY, NO expires:GIS&I-3 Line
Notary Pubic
OFnCI& SMJJR.
NORTH CAROLINA, PENDER County.
4 the undersigned, a Notary Public ofthe County and sate afbressid, certify cut $g 1� Orenntor, �gy aPPested Indare rr
ROOER S? KENANthis day and acknowledged the c,=tIon of the forego' uutrtnrt Witneea my hand and oflieid s mNOTARY PUBLICI999. " OWWWPENDER COUNTY,
My cammiasionn expires:. �8/Lyp3 Notary Public
NORTH CAROLINA, PENDER County,
DIRAOLB-9ET1 UAL theundersigned,allotary Public of the County and state aforesaid, artily that an el an Orentors
anally appared before ore ihle day and acLroowkda executjodof the foregmng inrstrumaL Witness my hand anrd oincial stmpr
KENAN, JR. thb[aeayoPUBLICOUNTY, NC eommia31011 expires:
Notary Public
The foregoing Certificate(s) of
Isfare certified to be correct This instrument and this oatifiaa ere duly registered at the datea nd timeand
llil o an�a�rce nn,..y9......_ a1.The Pape Inereof.

PAY
TO THE
ORDER C
N. C.
Date: t a
Project Name:
Pro ect No:/e Y County -
Project
The Wilmington Regionalf�i Rthe Division of Water enewnl Application and on
received your Stormwat
You will be notified if �� contact any member otion is needed -
the St rmwater
have any questions, p
review staff in the Wilmington Regiorml office at [phone].
Janet Simmons
Administrative Assistant
Srt.rit r°6�.°`p .tent See 3a rk�o. air tails. H_
1222
PENDER DEVELOPERS, LLC
PH. 910459AO70 86-134/5311
1sw NC }iIGHWAY 83 WEST 83
17, 2009
BURGAW, NC 28M DATE FebZl]arV
&-mr; Yrwn ant and Natural ResOuzces 505. 00
t`xve niuuuc.i -
FNB
BOOTHZ &ST
E FREEIu1GNT STREET OFFC
FOR e'
11@ 00 12 2 2 its 40 5 3 0 13 4 L 1:
831L&aS63118
OLLARS 8

HONEYCUTT ENGINEERING CO.
CONSULTING ENGINEERS
610 HIDDEN VALLEY ROAD
WILMINGTON, NC 28409
910-350-0631
April 22, 1999
State of North Carolina
Department of Environment
and Natural Resources
Division of Environmental Management
Water Quality Section
ATTN: Scott A. Vinson
Re: Stormwater Project No. SW8 990108
First National Bank Building
Pander County
Dear Mr. Vinson:
RECEIVED
APR 2 ,f 1999
BY.
Enclosed are two copies of the site plan and one copy of the calculations for your
review. I am addressing your comments as follows:
1. The runoff from the additional street parking on Cowan and Fremont Streets has
been redirected toward the pond. The new calculations and plans will show the
changes. The narrative was revised to reflect this change.
2. Details have been included on the plans.
3. A larger discharge pipe with a cap and drilled orifice has been shown on the plans
as suggested.
4. A note stating that there are no wetlands on site has been included on plans.
If you have any questions regarding this project, please give us a call,
Sincerely,
James R. Bone4att4p"
,Jr. P.E.

Drainage Calculations for First National Bank, 6urgaw, NC Page i
Project $039 12/30/98
50762 Revised 4/22/99
A site .= A site = 1.1653 acres ...total area
43560
A , _ 18574 A = 0.426 ...that area between the roe line and the center of
ofisite ' ` 43560 offsite property dy
the two streets that will be routed to the pond
A total := A site + A offsits A total = 1.5917 acres ..total drainage area
A _ 901 + 775 + 4056 + 3780 + 2306 + 5170 + 1307
paved, - 43560
A paved1 z 0.42 ... that paved area between the property line and the
center of the two streets that will be routed to the pond
(including existing and new pavement)
A paved 15753 A paved = 0•362 acres ...paved and gravel areas
43560
A side 723 A side = 0.017 acres ... sidewalk areas
43560
A bld 4740 A bid 0.109 acres ....building area
g 43560 g
A imp : = A paved + A side + A paved, A imp = 0.79$ acres - total impervious area excl. bldgs
A other A total A imp - A bidg A other = 0.685
C pro := .30 ...pre -development C
C bldg 1.00
C imp .95 ...paved area C
A other A imp A Bldg
C camp �= C pre" q total + C imp A total + C bldg A total
C comp ' 0.67 ...composite C (post -development}
L := 400 ft ...hydraulic length
H := 5 ft ...height
H3ue
_ {}.s
c T 128
T c = 4.26 ...time of concentration
-fl `&1"I-/
f('-'

a
Drainage Calculations for First National Bank, Burgaw, NC
T c 5 ...use 5 minutes minimum
Intensity -Duration -Frequency Relationships:
Values of G and H°
R G H
10 252 30
50 338 33
R= Return Period
*Source: Master Drainage Plan for City of Wilmington
T := T c Time of duration
G10:=252
H10:=30
110. H G 10 110 = 7.2 in/hr
10 T
G 50 := 338 H 50 : = 33
150 := G 50 150 = 8.885 In/hr
H
50 T)
Compute runoff rates:
...10 year storm intensity
..50 year storm
C pre C pre-1 10. CA total)
C pre = 3.44 cfs ...pre -development runoff from 10 yr. storm
C 10 C comp 110- (A total
Q 10 = 7.72 cfs ...post -development discharge rate to pond from 10 yr. storm
a 50 : = C comp' 150- (A total)
Q 50 = 9.54 cfs ...post -development discharge rate to pond from 50 yr. storm
Volume of runoff from developed area of site:
P := 4.8 in
Soil type = Urban Land
CN := 63 Curve No.
8 := CHI - 10 S = 5.873
R depth = (P - 0.2• S )2 R depth = 1.384 in. ...runoff depth
P+.8•S
Page 2

Drainage Calculations for First National Bank, Burgaw, NO Page 3
R vol R depth' (A total) -43560' 12 R vol = 7995 cubic feet ...total runoff volume
R depth' (A total) 1 43560. 1
�.
p 1.39 Q 1011 (12) 60
C 1
T p - 12.41 ...time to peak flow
Now compute for fifty year storm:
P 50 := 6A
(P 50 - 0.2•S)2
R50 depth. = P , + 8 S R50 depth = 2.46
R50 Vol R50 depth- (A total' 43560.12
T50 := R50 depth- {A total 1 .43560. 1
p 1.39 CQ 50 12) 60
T50 p = 17.87 ..time to peak flow
In. ...runoff depth
R50 Vol = 14215 cubic feet
Determine size of pond without vegetative filter:
depth := 4.0 ft.1we-5 3
�aS
IMP% : A imp i A bldg IMP% - 0.5598
A total
DA CA total. 43560
SA req : _ ( IMP) • DA
SA req. a 34W sq.ft.
IMP% 50 : _ .043
IMP% 60 = .053
i-0..1 x. vyi:=
0 IMP% 50
0 MP% 60
vx.:= x
IMP := linterp(vx,vy, IMP%-100)
IMP = 0.049985
...Required surface area

Drainage Calculations for first National Bank, Burgaw, NC
i 102 ..length of permanent pool
w :_ (depth - 2)•2.5.2 + 2.2.6
w = 34 ...minimum width of permanent pool
w 34 ft. - width chosen
1 = 3 ...must be =4 - O.K.
w ..40
SA prov I'w SA prov w 3468 -••sq-ft• of surface area provided must be >=SA Mq = 3466 sq.ft.
Determine storage volume required for treatment of first inch of runoff:
Ccomp =0.674
V 1 - (A total).43560• C comp
V = 3M cubic feet of storage required
III WA-2 A &A boo
Solve for depth ' " to provide required storage:
d : = 1.5 ...guess value
f(d) := 1-w + (I + 6.2)-(w + 6-d) d ...function of d for rectangular pond w13A side slopes
g(d) := V
d := root((f(d) - g(d)),d)
d = 1 It. - depth required to provide required storage for 1 inch with site fully developed
V
Q 2day _2.24.60.60
v
Q 5day ' = 5. 24. 60. 00
g 32.2
Q 2d6y = 0.0225 cfs ...Max discharge for 2 day drawdown
Q 5day = 0.009 cfs ...Max discharge for 5 day drawdown
C d := .6 ...orifice coefficient
h 2 h = 0.5 fi ...avg. head
A odiice Q 2day A orifice = 0.007 Square ft.
C d-(2.g-h).s
Page 4

Drainage Calculations for first National Bank, Burgaw, NC
.5
D .= 4. orifice 12
3.14
C Sday = 0.009 cis
A orifice ; _ Q Sday
Cd.(2_g.b).s
D = 1.102 in. - for 2 day drawdown
A orifice = 0.003 Square ft.
5
3.14 )'
D := (4- A orifice ,12 D - 0.697 in - for 5 day drawdown
Use..75 Inch diameter &g in routing chart
'11,fgM•nS a
Determine volume of permanent pool In order to size forebay:
} . o.. a
Ai : =
k 1.. 8
...area of contour 35.00
...area of contour 35.50
...area of contour 36.00
...area of contour 36.50
...area of contour 37.00
...area of contour 37.50
...area of contour 38.00
...area of contour 38.50
...area of contour 39.00
DI corresponding depth from contour above
K-1 +Ak
Vk := 2 •Dk ...incremental volume
V i and : = IV ...total volume equals the sum of the incremental volumes
V pond - 4817 -f ...total volume in permanent pool
I wo I -1 t6 -14f
V required : = •201V pond ...forebay volume equals 20% of total pool volume
V required 0 963 •f ...cu.ft. required in forebay
2rw. s 343M
Page 5

Drainage Calculations for First National Bank, Burgaw, NC Page 6
Determine volume In forebay:
m:=0..8 n:=1..8
am dm corresponding depth from contour above
...area of contour 35.00
...area of contour 35.50
...area of contour 36.00
...area of contour 36.50
...area of contour 37.00
...area of contour 37.50
...area of contour 38.00
...area of contour 38.50
...area of contour 39.00
Vn := an_ 2+ an. dn ...incremental volume
V forebay : _ �v ...total volume in forebay equals the sum of the incremental volumes
V forebay =1013 -ft? ...total volume in forebay must be >= V required = 963 •ft
Check capacity of emergency spillway to pass 50 year peak flow:
L : = 9 It ...Length of weir
H 6 ft ...Driving head C w 3.0 ...Weir coefficient
12
Q C ay L- H1.5 ...Weir capacity
Q = 9.65 must be => Q r6o = 9.54 OX
Using a 15" barrel, check velocity at outlet from pond:
D := 1.25 ft q := 2.64 cfs ...max barrel discharge from routing sheets
A %' D2 = 1.227
pipe 4 Pipe
V ouflet:=
q V outlet = 2.15 fps

Drainage Calculations for First National Bank, Burgaw, NC Page 7
Determine outlet apron dimensions and riprap size for discharge from pond:
From Figure 8.06.b.1 and figure 8.06.b.2 choose Zone 1.
L a := 4-D L a = 5 ft- minimum length of apron from figure BMW
W : = 3- D W = 3.75 ft - minimum width of apron from figure BMW
die : = 6 diameter of stone in inches
d max := 1.5-dia d max = 9 max. stone diameter
t := 14 in. min. thickness of apron in inches
Determine outlet apron dimensions and riprap size for discharge to pond
V := 3.6 fps - from pipe sizing chart
D : = 1.25 ft
From Figure 8.06.b.1 and Figure 8.06.b.2 choose Zone 1.
L a := 4-D L a 05 ft - minimum length of apron from figure 8.06W
W : = 3- D W = 3.75 ft - minimum width of apron from figure 8.06b2
dia : = 6 diameter of stone in inches
d max 1.5-dia d max = 9 max. stone diameter
t := 14 in. min. thickness of apron in inches
Size new pipe along Cowan Street:
d := 1.5 ft. ...diameter of existing pipe discharging into ditch
headwater := 45.89 - 41.20 headwater = 4.69 ft.
hwd := headwater hwd 4 3.127
d
$ pipe := 18 cis - From "Hydraulic Design of Highway Culverts", a 18" pipe with headwater depth of 4.69'
Size new pipe to handle this flow plus flow from street and additional parking.
See pipe sizing chart for pipe size
Determine outlet apron dimensions and riprap size for pipe outlet:
V : = 7.8 fps - from pipe sizing chart
D:=2 ft
From Figure 8.06.b.1 and Figure 8.06.b.2 choose Zone 2.
L a := 6-0 L a = 12 ft - minimum length of apron from figure 8.06b2
W : = 3- D W = 6 fit - minimum width of apron from figure 8.06b2
dia : = 6 diameter of stone in inches
d max 1.5-dia d max = 9 max. stone diameter
t : = 14 in. min. thickness of apron in inches

Drainage Calculations for First National Bank, Burgaw, NC Page 8
Size swale over new pipe along Cowan Street :
Q : = 1.3 ..flow in channel in cfs (from pipe routing sheet)
B := 0 ...bottom width of channel (ft)
M : = 5 ...side slopes
s := 40.96 -38.00 s - 0.0154 ...channel slope
n : = 0.135 ...roughness coeff. for retardance factor "D" (must be consistent with depth of flow)
Z req :_ - Q-n Z req a 0.949 ...Z required (from R.Malcolm)
1.49-I
y :_ .64 ...depth of flow (ft.) - vary this number until Zav (below) is approx. equal to Z.req
(above) - may also have to vary n above to be consistent with this depth
A := B•y + M• (y)2 ...Cross -sectional area of flow (sq.ft.) at depth y
P := B + 2-y- 1 + M2 ...Wetted perimeter (ft.) at depth y
R : _ A ...Hydraulic radius (ft.) at depth y
2
Z av : = A. (R) 3 Z ev = 0.946 ...Z available
Now compute velocity at this depth:
2 1
V 1.49 R3. 62 V = 0.633 fps
n
V-R = 0.199 Using this value, choose n from Figure 8.05c page 8.05.7 and
adjust n above until consistent
From Table 8.05a page 8.05A
V P := 4.5 fps - Permissible Velocity for channels lined with specified with slopes
0-4.5% in easily erodible non -plastic soils
Sil3ce V<Vp, channel lining OX
Size new pipe along Fremont Street:
Size new pipe to handle flow from street and additional parking.
See pipe sizing chart for pipe size
Determine outlet apron dimensions and riprap size for pipe outlet:

Drainage Calculations for First National Bank, Burgaw, NC Page 9
V : = 13.6 fps -from pipe sizing chart
D := 1.25 ft
From Figure 8.06.b.1 and Figure 8.06.b.2 choose Zone 2.
L a := 6- D L a = 7.5 ft - minimum length of apron from figure 8.06b2
W : = 3• D W m 3.75 ft - minimum width of apron from figure 8.O6b2
dia := 6 diameter of stone in inches
d max 1.5-dia d max' 9 max. stone diameter
t := 18 in. min. thickness of apron in inches
REFER TO ATTACHED SHEETS FOR ROUTING RESULTS
Note: References to chart nos., table nos., and page nos. refer to Erosion and Sediment Control
Planning and Design Manual unless noted otherwise

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ROUTING SWEETS FOR 10 YEAR STORM
S
Z
CONTOUR
INCR ACCUM
CONTOUR
AREA
VOL VOL
STAGE
In S
In Z
Z est
39.00
3468
0 0
0.00
0.00
39.50
3885
1838 1838
0.50
7.5168
-0.6931
0.52
40.00
4320
2051 3890
1.00
8.2660
0.0000
0.98
40.50
4773
2273 6163
1.50
8.7263
0.4055
1.45
41.00
5244
2504 8667
2.00
9.0673
0.6931
1.94
41.50
5733
2744 11411
2.50
9.3424
0.9163
2.46
42.00
6240
2993 14405
3.00
9.5753
1.0986
3.00
42.50
6785
3251 17656
3.50
9.7788
1.2528
3.56
43.00
7308
3518 21174
4.00
9.9605
1.3863
4.16
Regression Output:
Constant
8.2860479
Ks= 3968
Std Err of Y Est
0.03596W
b= 1.17
R Squared
0.9983794
No. of Observations
8
X Coefficient(s)
1.1749902
Std Err of Coef.
0.0193264

STAGE -DISCHARGE FOR RISER/BARREL SPILLWAY WITH EMERGENCY WEIR
RISER/BARREL:
7:6
Dr
=
3.516 Area of grate openings
Etop
=
40.00 Elev. top riser (ft)
Cwr
-
3 Riser weir coefficient
Cdr
=
0.59 Riser orifice coefficient
Do
-
0.75 Orifice dia.(In)
Einv
-
39.00 Elev Inv. orifice (ft)
Co
=
0.6 Orifice coeff.
Db
-
1.25 ft.
Binv
w
37.00 Barrel invert
Cdb
0.6
;MERGENCY WEIR:
Cw
=
3 Weir coefficient
Ecr
=
40.30 Elev. weir crest (ft)
Lw
=
6 Weir length (ft)
1
2
3
4
5 6
7
8
Stage
Riser
Riser
Barrel
.75" Princ.
Emerg.
Total
(weir)
(orifice)
orifice Spillway
Weir
Outflow
[ft)
[afsj
lcrsa
Cots)
Ids) [cl's)
[cfs3
Ids]
39.00
0.00
0.00
0.00
0.000 0.00
0.00
0.00
39.20
0.00
0.00
0.00
0.006 0.01
0.00
0.01
39.40
0.00
0.00
0.00
0.009 0.01
0.00
0.02
39.60
0.00
0.00
0.00
0.011 0.01
0.00
0.02
39.80
0.00
0.00
0.00
0.013 0.01
0.00
0.03
40.00
0.00
0.00
10.23
0.015 0.00
0.00
0.01
40.20
2.01
7.44
10.56
0.016 2.01
0.00
2.03
40.40
5.69
10.53
10.89
0.017 5.69
0.57
8.28
40.60
10.46
12.89
11.21
0.018 10.46
2.96
13.43
40,80
16.10
14.89
11.51
0.020 11.51
6.38
17.90
41.00
22.50
16.65
11.01
0.021 11.81
10.64
22.37
41.20
29.58
18.24
12.10
0.022 12.10
15.37
27.49
41.40
37.27
19.70
12.39
0,023 12.39
20.77
33.18
41.60
45.54
21.08
12.67
0.0244 12.67
26.68
39.37
41.80
54.34
22.33
12.94
0.025 12.94
33.07
46.03
42.00
63.64
23.54
13.21
0.025 13.21
39.90
53.13
42.20
73.42
24.69
13.47
0.026 13.47
47.14
60.64

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CHAINSAW ROUTING
Input data:
Cap= 7.72
RESULTS:
Tp= 12.4
OUTFLOW PEAK-- 3.34
MAX STAGE= 40.28
dT= 1.2
Ks= 3968
b= 1.17
7.5
Etop = 40.00
Top of riser
Dr = 3.518
Area of grate openings
Db= 1.25
Binv= 37.00
N= 1
No. of orifices
Cd= 0.6
Orifice coeff.
D= 0.75
Dia. of orifice
Z1= 39.00
Inv. elevation
Cw= 3 Weir Coefficient
L= 6 Length of overflow weir
Zcr= 40.30 Elev. of overflow weir

1 2 3
TIME INFLOW STORAGE
[min] [cfsl ICU ft]
4 5 6 7 8
STAGE OUTFLOW 0.75" ORI. WEIR RISER/
[ft] [cfs] [cgs] [cfs] BARREL
0
0.00
0
39.00
0.00
0.000
0.00
0.00
1.2
0.18
0
39.00
0.00
0.000
0.00
0.00
2.4
0.69
13
39.01
0.00
0.000
0.00
0.00
3.6
1.50
62
39.03
0.00
0.001
0.00
0.00
4.8
2.52
170
39.07
0.00
0.003
0.00
0.00
6
3.66
351
39.13
0.00
0.005
0.00
0.00
7.2
4.82
614
39.20
0.01
0.006
0.00
0.00
8.4
5.90
961
39.30
0.01
0.008
0.00
0.00
9.6
6.78
1385
39.41
0.01
0.009
0.00
0.00
10.8
7.40
1873
39.53
0.01
0.010
0.00
0.00
12
7.70
2405
39.65
0.01
0.012
0.00
0.00
13.2
7.64
2968
39.78
0.01
0.013
0.00
0.00
14.4
7.24
3508
39.90
0.01
0.014
0.00
0.00
15.6
6.54
4028
40.01
0.05
0.015
0.00
0.03
16.8
5.77
4495
40.11
0.86
0.015
0.00
0.84
18
5.08
4849
40.19
1.82
0.016
0.00
1.80
19.2
4.48
5084
40.23
2.57
0.016
0.00
2.56
20.4
3.95
5221
40.26
3.05
0.016
0.00
3.04
21.6
3.49
5286
40.28
3.29
0.016
0.00
3.27
22.8
3.07
5300
40.28
3.34
0.016
0.00
3.32
24
2.71
5281
40.28
3.27
0.016
0.00
3.25
25.2
2.39
5241
4027
3.12
0.016
0.00
3.11
26.4
2.11
5188
40.26
2.94
0.016
0.00
2.92
27.6
1.86
5129
40.24
2.73
0.016
0.00
2.71
28.8
1.64
5066
40.23
2.52
0.016
0.00
2.50
30
1.45
5003
40.22
2.31
0.016
0.00
2.29
31.2
1.28
4941
40.21
2.11
0.016
0.00
2.09
32.4
1.12
4881
40.19
1.92
0.016
0.00
1.90
33.6
0.99
4824
40.18
1.75
0.016
0.00
1.73
34.8
0.87
4770
40.17
1.59
0.016
0.00
1.57
36
0.77
4719
40.16
1.44
0.016
0.00
1.42
37.2
0.68
4670
40.15
1.31
0.016
0.00
1.29
38.4
0.60
4825
40.14
1.19
0.016
0.00
1.17
39.6
0.53
4583
40.13
1.08
0.015
0.00
1.06
40.8
0.47
4544
40.12
0.98
0.015
0.00
0.96
42
0.41
4507
40.11
0.89
0.015
0.00
0.87
43.2
0.36
4473
40.11
0.81
0.016
0.00
0.79
44.4
0.32
4441
40.10
0.73
0.015
0.00
0.72
45.6
0.28
4411
40.09
0.67
0.015
0.00
0.65
46.8
0.25
4384
40.09
0.61
0.015
0.00
0.59
48
0.22
4358
40.08
0.65
0.015
0.00
0.54
49.2
0.19
4334
40.08
0.50
0.015
0.00
0.49
50.4
0.17
4311
40.07
0.46
0.015
0.00
0.45
51,6
0.15
4291
40.07
0.42
0.015
0.00
0.41
52.8
0.13
4271
40.06
0.38
0.015
0.00
0.37
54
0.12
4263
40.06
0.35
0.015
0.00
0.34
55.2
0.10
4236
40.06
0.32
0.016
0.00
0.31

1
2
3
4
5
6
7
8
TIME
INFLOW STORAGE
STAGE
OUTFLOW 0.75" ORI.
WEIR
RISER/
[min]
[ds]
ICU ft]
Iftl
Iofsl
Ill
[Cis]
BARREL
56A
0.09
4220
40.05
0.30
0.015
0.00
0.28
57.6
0.08
4205
40.05
0.27
0.015
0.00
0.26
58.8
0.07
4192
40.06
0.25
0.015
0.00
0.23
60
0.06
4179
40.05
0.23
0.015
0.00
0.21
70
0.02
4078
40.02
0.10
0,015
0.00
0.08
80
0.01
4034
40.01
0.05
0.015
0.00
0.04
90
0.00
4007
40.01
0.03
0.016
0.00
0.02
100
0.00
3990
40.00
0.02
0.015
0.00
0.01
110
0.00
3977
40.00
0.02
0.015
0.00
0.00
120
0.00
3968
40.00
0,01
0.015
0.00
0.00
130
0.00
3959
40.00
0.01
0,015
0.00
0.00
140
0.00
3950
40.00
0.01
0.015
0.00
0.00
150
0.00
3942
39.99
0.01
0.014
0.00
0.00
160
0.00
3933
39.99
0.01
0.014
0.00
0.00
170
0.00
3924
39.99
0.01
0.014
0.00
0.00
180
0.00
3915
39.99
0.01
0.014
0.00
0.00
190
0.00
3907
39.99
0.01
0.014
0.00
0.00
200
0.00
3898
39.98
0.01
0.014
0.00
0.00
210
0.00
3889
39.98
0.01
0.014
0.00
0.00
220
0.00
$881
39.98
0.01
0.014
0.00
0.00
230
0.00
3872
39.98
0.01
0.014
0.00
0.00
240
0.00
3864
39.98
0.01
0.014
0.00
0.00
250
0.00
3855
39.98
0.01
0.014
0.00
0.00
260
0.00
3846
39.97
0.01
0.014
0.00
0.00
270
0.00
3838
39.97
0.01
0.014
0.00
0.00
290
0.00
3821
39.97
0.01
0.014
0.00
0.00
310
0.00
3803
39.96
0.01
0.014
0.00
0.00
330
0.00
3786
39.96
0.01
0,014
0.00
0.00
350
0.00
3769
39.96
0.01
0.014
0.00
0.00
370
0.00
3752
39.95
0.01
0.014
0.00
0.00
390
0.00
3735
39.95
0.01
0.014
0.00
0.00
410
0.00
3718
39.95
0.01
0.014
0.00
0.00
430
0.00
3701
39.94
0.01
0.014
0.00
0.00
450
0.00
3684
39.94
0.01
0.014
0.00
0.00
470
0.00
3667
39.94
0.01
0.014
0.00
0.00
490
0.00
3561
39.03
0.01
0.014
0.00
0.00
510
0.00
3634
39.03
0.01
0.014
0.00
0.00
530
0.00
3617
39.02
0.01
0.014
0.00
0.00
550
0.00
3600
39.92
0.01
0.014
0.00
0.00
570
0.00
3584
39.92
0.01
0.014
0.00
0.00
600
0.00
3559
39.91
0.01
0.014
0.00
0.00
830
0.00
3534
39.91
0.01
0.014
0.00
0.00
660
0.00
3509
39.90
0.01
0,014
0.00
0.00
690
0.00
3484
39.90
0.01
0.014
0.00
0.00
720
0.00
3459
39.89
0.01
0.014
0.00
0.00
750
0.00
3435
39.88
0.01
0.014
0.00
0.00
780
0.00
3410
39.88
0.01
0.014
0.00
0.00

1
2
3
4
5
6
7
8
TIME
INFLOW STORAGE
STAGE
OUTFLOW 0.75" ORI.
WEIR
RISER/
[min]
[mil
[cu M
[ftl
[mil
[mil
[cfsl
BARREL
810
0.00
3386
39.87
0.01
0.014
0.00
0.00
840
0.00
3361
39.87
0.01
0.014
0.00
0.00
870
0.00
3337
39.86
0.01
0.013
0.00
0.00
900
0.00
3313
39.80
0.01
0.013
0.00
0.00
930
0.00
3289
39.85
0.01
0.013
0.00
0.00
980
0.00
3284
39.85
0.01
0.013
0.00
0.00
990
0.00
3240
39.84
0.01
0.013
0.00
0.00
1050
0.00
3193
39.83
0.01
0.013
0.00
0.00
1110
0.00
3145
39.82
0.01
0.013
0.00
0.00
1170
0.00
3098
39.81
0.01
0.013
0.00
0.00
1230
0.00
3051
39.80
0.01
0.013
0.00
0.00
1290
0.00
3004
39.79
0.01
0.013
0.00
0.00
1350
0.00
2958
39.78
0.01
0.013
0.00
0.00
1410
0.00
2912
39.77
0.01
0.013
0.00
0.00
1470
0.00
2866
39.76
0.01
0.013
0.00
0.00
1530
0.00
2821
39.75
0.01
0.013
0.00
0.00
1590
0.00
2776
39.74
0.01
0.012
0.00
0.00
1650
0.00
2731
39.73
0.01
0.012
0.00
0.00
1710
0.00
2687
39.72
0.01
0.012
0.00
0.00
1770
0.00
2643
39.71
0.01
0.012
0.00
0.00
1830
0.00
2599
39.70
0.01
0.012
0.00
0.00
1890
0.00
2556
39.69
0.01
0.012
0.00
0.00
2130
0.00
2384
39.65
0.01
0.012
0.00
0.00
2370
0.00
2217
39.61
0.01
0.011
0.00
0.00
2610
0.00
2055
39.57
0.01
0.011
0.00
0.00
2850
0.00
1899
39.53
0.01
0.010
0.00
0.00
3090
0.00
1748
39.50
0.01
0.010
0.00
0.00
3330
0.00
1603
39.40
0.01
0.010
0.00
0.00
3570
0.00
1463
39.43
0.01
0.000
0.00
0.00
3810
0.00
1329
39.39
0.01
0.009
0.00
0.00
40500
0.00
1201
39.36
0.01
0.008
0.00
0.00
4290
0.00
1079
39.33
0.01
0.008
0.00
0.00
4530
0.00
983
39.30
0.01
0.008
0.00
0.00
4770
0.00
853
39.27
0.01
0.007
0.00
0.00
5010
0.00
749
39.24
0.01
0.007
0.00
0.00
52260
0.00
651
39.21
0.01
0.006
0.00
0.00
5490
0.00
560
39.19
0.01
0.006
0.00
0.00
5730
0.00
476
39.16
0.01
0.005
0.00
0.00
5970
0.00
398
39.14
0.00
0.005
0.00
0.00
6210
0.00
328
39.12
0.00
0.004
0.00
0.00
6450
0.00
264
39.10
0.00
0.004
0.00
0.00
6690
0.00
209
39.08
0.00
0.003
0.00
0.00
6930
0.00
161
39.07
0.00
0.003
0.00
0.00
7170
0.00
122
39.05
0.00
0.002
0.00
0.00
7410
0.00
94
39.04
0.00
0.001
0.00
0.00
7650
0.00
73
39.03
0.00
0.001
0.00
0.00
7890
0.00
59
39.03
0.00
0.001
0.00
0.00

1
2
3
4
5
6
7
8
TIME
INFLOW STODGE
STAGE
OUTFLOW 0.76" ORI,
WEIR
RISER/
[min]
[cis]
[cu ft]
['Ol
[r-fsl
lets]
Ids]
BARREL
8130
0.00
48
39.02
0.00
0.001
0.00
0.00
8370
0.00
39
39.02
0.00
0.000
0.00
0.00
8610
0.00
32
39.02
0.00
0.000
0.00
0.00
8850
0.00
27
39.01
0.00
0.000
0.00
0.00
9090
0.00
23
39.01
0.00
0.000
0.00
0.00
9330
0.00
20
39.01
0.00
0.000
0.00
0.00
9570
0.00
17
39.01
0.00
0.000
0.00
0.00
9810
0.00
15
39.01
0.00
0.000
0.00
0.00
10050
0.00
13
39.01
0.00
0.000
0.00
0.00
10290
0.00
11
39.01
0.00
0.000
0.00
0.00
10530
0.00
10
39.01
0.00
0.000
0.00
0.00
10770
0.00
9
39.01
0.00
0.000
0.00
0.00
11010
0.00
8
39.00
0.00
0.000
0.00
0.00
11250
0.00
7
39.00
0.00
0.000
0.00
0.00
11490
0.00
6
39.00
0.00
0.000
0.00
0.00
11730
0.00
6
39.00
0.00
0.000
0.00
0.00
11970
0.00
5
39.00
0.00
0.000
0.00
0.00

A
N
e�
O

STATE of NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
JAMES B. HUNT JR.
GOVERNOR
DIVISION OF HIGHWAYS
April 13, 1999
Mr. Scott A. Vinson
Environmental Engineer
North Carolina Department of
Environment and Natural Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject: State Stormwater Permit for First National Bank
By Applicant — Charles E. Wells
E. NORRIS TOLSON
SECRETARY
Thank you for your letter dated April 7, 1999 and a copy of the application for the above
mentioned permit.
The site of the proposed bank is at the corner of Fremont and Cowan Street. The Town
of Burgaw and not the Department of Transportation maintains both of these streets.
Therefore we would not have any comments regarding this site.
Respectfully,
:�2e
Donnie Huffinan
District Engineer
410 New Bridge Street, Suite 7A, Jacksonville, North Carolina 28540 Telephone [phone]
Fax Number 910-346-8030

State of North Carolina
Department of EnvironmentA A F�A&S,
w I J
and Natural Resources
Wilmington Regional Office f
James B. Hunt, Jr., Governor NCDENR
Wayne McDevitt Secretary NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NxruRAL RESOURCES
Division of Water Quality
April 7, 1999
Mr. D.R.Huffman, District Engineer
NCDOT-Div.3, Distirct 1 Office
410 New Bridge Street, Suite 7-A
Jacksonville, NC 28640
Mr. Huffman,
I am sending you a copy of an application for a State Stormwater Permit, where in it is proposed to have
additional parking outside of the property boundary and what I am sure is the right-of-way to Fremont Street
located within the city of Burgaw. The proposed project is located on the southeast corner of Fremont and
Cowan Street. I am not opposed to the additional parking to be constructed, I leave that between you and Mr.
Charles E. Wells (the applicant), however they will be required to collect and treat any constructed impervious
surface runoff within the project boundaries. I am concerned that this will collect additional runoff from
Fremont Street depending on the grade, which was not given on the project plans. Again this is fine with us,
the more runoff being treated by a detention pond the better. The purpose of this letter is only to inform you
of the nine parking spaces being proposed within the right-of-way. If you are already aware of this proposal
and have given Mr. Wells approval then the only conflict of interest is between Mr. Wells and DENR for the
runoff from these parking places not being collected within their pond. If you are only now becoming aware
of this project please inform me as to your position in the matter. Please call or write at your convenience,
[phone].
Sincerely,
Scott A. Vinson
Environmental Engineer
RSS/sav: S:\WQS\STORMWAT\LETTERS\990108.APR
cc: Wilmington Regional Office
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
April 6, 1999
Mr. Jim Honeycutt, P.E.
Honeycutt Engineering Co.
PO Box 15036
Wilmington, NC 28408
a" Al L74 fee
�.rm
�twk W
NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 990108
First National Bank Building
Pender County
Dear Mr. Honeycutt:
The Wilmington Regional Office received a Stormwater Management Permit Application for First
National Bank Building on January 7, 1999. A preliminary review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater review:
1. Since the nine additional parking spaces are part of the project and will be newly constructed
impervious surface, the runoff will have to be redirected toward the pond and new pond
calculations will have to be submitted along with plans showing the redirection of the runoff.
From the top left corner of the plans it is noted that only 12 spaces are required, it may be
more feasible if the ones located within the Fremont Street right-of-way are not constructed.
Either way, please include a short narrative as to what will be decided and two new sets of
plans showing the change.
2. Please include a detail of the parking, sidewalks, and curbs as per section VI. Submittal
Requirements of the application form.
3. To reduce the risk of clogging, please use a larger pipe, i.e. 1.5" to 2" diameter, with a cap
on the end with the proposed 0.75 in. orifice hole drilled through the cap. We have found in
the past that a 0.75 in. diameter pipe can and does become easily clogged with debris from
the pond.
4. Please delineate all wetlands on site, or note on the plans that none exist.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Honeycutt
April 6, 1999
Stormwater Project No. SW8 990108
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to May 6, 1999, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee. The Division is allowed 90 days from the receipt of a completed application to issue the
permit.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Scott A. Vinson
Environmental Engineer
RSS/sav: S:1WQSISTORMWATIADDINFO1990108.APR
cc: Wilmington Regional Office
Charles E. Wells

FIRST NATIONAL BANK BUILDING
301 EAST FREMONT STREET
NARRATIVE ON STORMWATER MANAGEMENT
This development consists of a 1.16 acre site upon which a bank with a drive -
through and associated parking will be constructed. Additional parking will be
constructed outside the property line along both Cowan and Fremont Streets.
The storm water from the this site, including that from the street, will be collected
through a piped system and routed to a storm water treatment pond prior to
being discharged into Osgood Canal. The pond discharge structure is sized to
release the first inch of runoff over a period of two to five days. The pond is sized
to handle the flow from the ten-year storm without overflowing. A No -Rise
Certification Study and Hydraulic Analysis was prepared by Lloyd A. Tyndall,
P.E. for this site. This study requires that a cut be made in a portion of the bank
of Osgood Canal running along this property in order to minimize any flooding
impact. Silt fence will be installed along the bottom of the cut in the canal to
prevent sediment from entering the creek. Silt fence will also be installed along
the top of the bank of the canal as it runs along the edge of the new pond. We
intend to use the stormwater pond as a temporary sediment basin to collect
sediment from the site. The discharge from an existing 1 S° pipe along with
drainage from the road and additional parking along Cowan Street will be
collected and routed in a 24" pipe to Osgood Canal at the south end of the
Property. An energy dissipator will be installed at the end of this pipe. A deck
dam will be installed in the ditch prior to installing the 24" pipe. As catch basins
are installed temporary inlet filters will be put in to catch sediment before it gets
into pipes.