SW8060229_HISTORICAL FILE_20060317

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DaC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
i9-5 Z7
YYYYMMDD

State Stormwater Management Systems
Permit No. SW8 060229
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
Ia[rl:�f7����It�',•f]�►1�1��]�►�il�ill�l
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
Reginald Worth Barnes, Jr. and Eastern Skateboard Supply, Inc.
Eastern Skateboard
New Hanover 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 March 17, 2016, 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 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 36,166 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. There is no allotment for future built -upon
area at the site.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5: The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 060229
6. The following design criteria have been provided in the wet detention pond and
must
be maintained at design condition:
a.
Drainage Area, acres:
1.42
Onsite, ft .
61,855
Offsite, ft2:
None
b.
Total Impervious Surfaces, ft2:
36,166
OS Buildings,
20,000
OS Parking, ft :
15,056
OS Sidewalks, ft2:
1,110
C.
Design Storm, inches:
1.0
d.
Pond Depth, feet:
4.0
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSL:
50.0
g.
Permanent Pool Surface Area, ft2:
5,516
h..
Permitted Storage Volume, ft3:
4,764
i.
Temporary Storage Elevation, FMSL:
50.8
j.
Controlling Orifice:
0.75" O pipe
k.
Permitted Forebay Volume, ft3:
2,552
I_
Receiving Stream/River Basin:
Smith Creek 1 Cape Fear
M.
Stream Index Number:
18-74-63
n.
Classification of Water Body:
"C; Sw"
II. SCHEDULE OF COMPLIANCE
1. 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..
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months)..
b. Sediment removal.
c. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 060229
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 be allowed in the stormwater treatment system,
subject to the following criteria-
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c, The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 118 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
7. 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. 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.
9. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below-
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d, Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 060229
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change; the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, 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. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
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) having 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 during normal
business hours 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.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control. Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference -
and are enforceable parts of the permit.
9_ The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 17th day of March 2006.
NORT AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for'Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 060229
Eastern Skateboard
Stormwater Permit No. SW8 060229 Page 1 of 2
New Hanover County
Designer's Certification
1, , 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 6 of 7

State Stormwater Management Systems
Permit No. SW8 060229
Page 2 of 2
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 outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/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. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
Page 7 of 7

APPROVED' -_�
SERIES
MANAGEMENTC4MMISS1GN;�-. r_', " 1/2 through 1-1/2 HP
[ON0 ( ,�`; ? Effluent Pumps
Double Seal
Seal
HE MYERS ME SERIES EFFLUENT PUMPS ARE
DESIGNED SPECIFICALLY FOR TODAY S EFFLUENT
PRESSURE DISTRIBUTION MOUNDS, TRENCHES AND
HIGH FLOW DRAINAGE APPLICATIONS. The ME Series
effluent pumps with their efficient two vane, enclosed
impellers- provide the ideal performance for optimum
dosing. ME Series pumps are constructed of only
corrosion resistant materials like cast iron, stainless
steel and thermoplastics to assure that they will per-
form for years to come in the harsh effluent environ-
ment and drainage applications. For more informa-
tion, Call your Myers distributor today or the Myers
Ashland. Ohio sales office at 419/289-1 144.
ADVANTAGES BY DESIGN
IDEAL FOR USE IN MOUND AND TRENCH PRESSURE
DISTRIBUTION SYSTEMS
0 High efficiency, two vane, enclosed impeller pro-
vides ideal performance for most efficient dosing.
>� impeller passes full % inch solids.
Enclosed impeller design eliminates possibility of
jamming or corrosion between impeller and volute.
DURABLE MOTOR WILL DELIVER MANY YEARS OF
RELIABLE SERVICE
v Oil -filled motor for maximum heat dissipation and
constant bearing lubrication.
H High torque, permanent split capacitor (PSC).
single phase motors No starting switches or
relays to wear out.
® Optional seal leak probe warns of seal leak
condition. (Dual seat motors only.) Helps prevent
costly motor damage.
O Motors have on windina current and temperature
sensitive overload. (Single phase only.)
THE ME SERIES EFFLUENT PUMPS ARE DESIGNED FOR
YEARS OF MAINTENANCE FREE OPERATION
0 Volute sea! ring is replaceable. Restores pump to
original performance if wear should occur.
Motor is held in place by 4 screws.' Fcsily re-
moved if service is ever needed.
PRODUCT CAPAILITIES
Ccpacilles To
120 GPM. I 454 LPtvt
Heeds To
I 95 11. 28.9 m
vcx spherical Solids
I '/< in. I 19 min I
j Liquids Hancilinc _
inlermit,ent L:cuid Temp.
domestic elfluenl & drain water
I up to 140° F I up to 60' C
I Motor Electrical Daic
1/2 HP H5 vol is, i ph
1/2 to 1-112 HP 230vol;s, 1 ph
208. 230, 460, 575 volts, 3 ph
oil tilled, permanent split capccl-
tor type, I ph, 3450 rpm, 60 Hz
tv!oior Insulcilon
Class B (130' Q
Truro Fany Approvals
LIL, CSA I
Acceptable OF Range
6-9
Specitic Gravity
.9-1.1
Viscosity
26-35 SSU
Discltcrge.
2 in. j 50.8 mm
Min. Sump Dic. Simplex
Duplex
24 in
36 In.
61 cm
91.4 cm
Construction Materials
I
motor Housing, Volute
cast Iron. Class 30, AST 1,A A48
Enclosed Teio Vene
Impeller Slandord
engineered thermoplastic
Ootiona!
bronze
j Impeller Wear Ring
304 SST j
volute Secling ding
j BUna -N
l shalt
1416 SST I
rower Cord
112 HP ) Ph
20 H. 1613 S.iOVI/SiOIN-A
314 - 1-112 HP 1 Ph
20 11. 1413 Sj0WISJ0%1'-A
All 3 Ph
20 fl. 14/4 SOOW
Shalt Seals-_ Standard
slncie carbon & ceremlc
Optional
tandem carbon & ceramlc
Opt Lower
tungsten carbide
Fcsieners
30C Series SST
WHERE INNOVATION MEETS TRADITION
myezz.
Pentair Water

POWER CORD
Jccket Sealed with Com-
pression !ittings. individual
wires potted with epoxy to
prevent wicking in case of
cord damage.
ENCLOSED TWO VANE'
IMPELLER
high e!liciency. Passes
%" spherical solids with
siclniess steel wear ring.
0clioncl bronze COnstruc-
iion available.
MOTOR HOUSING
Cast iron for eftiCieni
heat iransIer and
corrosion resistance.
BEARINGS
Upper and lower ball
support rotor. Take
radial and thrust loads
MOTOR
1/2, 3/4. 1 and 1-1/2 HP
sincle or three phase.
50 'r z, 34[0 RPM. Single
phcse'PSC motors have
built-in on winding
overload protection, oil -
cooled and lubricated.
HIGH EFFICIENCY CAST
IRON VOLUTE
Corrosion resistant. Passes
3/,i" spherical solids. 2" NPT
discharce.
VOLUTEIIMPELLER SEAL
RING
Maintains high eiticienci
and reduces reci;cuiction
Replaceable.
SHAFT SEAL(S)
Carbon and ceramic IaeeS
Ontioncl duol tcndem
seals. Extends molor lite.
SEAL LEAK PROBES
Opilonal probes {dual
seal only) detect water
leckoce in seal housing
Activates warning Bahl.
'Ma"PE
SERIES
1/2 through 1-1/2 HP`..
Effluent Pumps
DIMENSIONS
Ke
inches (millimeters)
A
8
I C
I F
Model Series
ME505
(427)
(104)
I (26)
(308)
ME50D
18.6
4.09
1.03
12.13
(472)
(104)
(26)
(308)
ME755. hdEl00S, P,AE150S
I 16.8
4.0.
1.06
12.5
{427)
(i02)
(27)
(318)
IviE75D, 71fE100D. IVIK150D 1
18.5
4.0
1.05
12.5
(472)
(102)
(27)
(318)
PERFORMANCE CURVE
CAPACITY Lr= Fop m14JTE
C 50 100 150 200 25q 3a0 350 5O
100
9J
IO
>a
20
10
0
0 t0 20 .SO 40 5C 50 70 9C 90 100 `10 120 13C
CAPACIT:' GALLONS PCn MINUTE
2e
Z 6
e
K3320 5105 o F. E. Myers, 1 101 Myers Parkway, Ashland, Ohio 44805-1969
Printed in U.S.A. M" 419/289-1144, FAX: [phone],www.femyers.ccrn
Myers (Canada), 269 Trillium Drive, Kitchener, Ontario N2G 4W5
Pentair Water 519n48-5470, FAX: [phone]

ME SERIES
SINGLE SEAL EFFLUENT PUMPS
SPECIFICATIONS.
EEELUENTP P - Pump(s) shall be F. E. Myers ME series effluent pumps selected in accordance
with the following design criteria:
Number of Pumps: i
Primary Design Flow: E1 �
Primary Design Head: _ 1 1✓T
Minimum Shut-off Head:
Motor Horsepower: 112
Motor Speed: 3450 REM
Electrical:
PUMP - The pump shall be designed to handle septic tank effluent and be capable of passing 3/4 inch
spherical solids. The pump shall be capable of handling liquids with temperatures to 140°F intermit-
tent and shall be capable of running dry without damage to the seals or bearings.
MQTQR - The pump motor shall be of the submersible type rated 1/2, 3/4, 1, or Faias required.
Motor shall operate at 3450 RPM and shall be for 115 volts (1/2 hp) or 230 volts single phase, or 200,
230, 460, or 575 volts, 3 phase, 60 cycles. Single phase motors shall be of the permanent split
capacitor type with no relays or starting switches. Three phase motors shall be squirrel cage induction
type. Stator winding shall be of the open type with Class B insulation rated for 130°C maximum
operating temperature. The winding housing will be filled with clean dielectric oil to lubricate bearings,
seals, and transfer heat from the windings to the outer shell. The motor assembly shall be of the
standard frame design and shall be secured in place by four threaded fasteners allowing for easy field
servicability.
The motor shall be capable of operating over the full range of the performance curve without overload-
ing the motor and causing any objectionable noise or vibration. The common motor pump shaft shall
be of 416 stainless steel and shall be heat shrunk into the die cast motor rotor. The motor shall have
two bearings to support the rotor; an upper ball bearing to accommodate radial loads and a lower ball
bearing to take thrust and radial loads. Ball bearings shall be designed for a B-10 life of 50,000 hours.
A heat sensor thermostat and overload shall be attached to the top end of.the motor windings and
shall be wired in series with the windings to stop the motor if the motor winding temperature reaches
266°F. The overload thermostat shall reset automatically when the motor cools to a safe operating
temperature. Three phase motors shall be protected by 3 leg overload relay in control box. Overload
shall be of the .quick trip ambient compensated type and shall have manual reset button.
POWER CORD - The motor power cord shall be SJOW or SOOW. The cable jacket shall be sealed at
the motor entrance by means of a rubber compression washer and compression nut. A heat shrink
tube filled with epoxy shall seal the outer cable jacket and the individual leads to prevent water from
entering the motor housing.
SHAFT SEAL - The motor shall be protected by a rotating mechanical shaft seal. The seal shall have
carbon and ceramic seal faces lapped to a tolerance of one light band. Metal parts and springs for
seals shall be 300 series stainless steel.

PUMP IMPELLER - The pump impeller shall be of the two vane enclosed type. The impeller shall be
constructed of engineered thermoplastic or optional bronze. A stainless steel wear ring shall be
molded into the neck of the plastic impeller to provide a sealing surface. a replaceable Buna-N seal- "
ing cup shall effect a seal' between the volute and impeller in order to maintain high efficiency and
prevent recirculation. The impeller shall be threaded onto the 416 stainless steel-pump/motor shaft.
PUMP AND MOTOR CASTINGS - All castings shall be of high tensile strength Class 30 gray cast iron.
Castings shall be treated with phosphate and chromate rinse and painted with a high. quality air dry
alkyd enamel.
FASTENERS - All exposed fasteners shall be of 300 series stainless steel.
1/ _
"e•
s.
F. E. Myers, 1101 Myers Parkway, Ashland, Ohio 44805-1969 • 419-289-114A • Fax: [phone]
K3335 3/03

ME series
1/2 through 1-1/2 FOP
Effluent Pumps
Performance Curve
F" '+I'
CAPACITY LITERS PER MINUTE
50 100 450 200 250 300 350 400 450
as
NNW
10
Emmummmummom .
w mommommabOmmaEmmommmmammum
r r��� r�r�w��••Mrr�►�r��.�rrr�r►��;
gam+®
1101 Myers Parkway, Ashland, wOhio 44805.1969
419/289-1144 • Fax:[phone] • Telex:98-7443
K3327 V96 Printed in U.S.A.

1/3 HP SUBMERSIBLE EFFLUENT
1 112" DISCHARGE WASTEWATER PUMP
sum FLAn. ormENszoNs
(SRA-150 SHOW)
4 CENTERLINE
III 1� RAILS 1. BASE STUDS
�•"
HATCH COVER FRAME
3/4 DIA. GUIDE
RAILS
(2 REQUIRED)
PUMP GUIDE PLATE
2 MNPT

E Series mTWff
1/2 through 1-1/2 HP
Effluent Pumps
11.47
(pl )
Inches {miLtrnateis}
K3330 8198 Printed in U.S.A.

TTRIPP ENGINEERING, P.C.
41 419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
March 7, 2006
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Mr. Paul Bartlett
Re: Eastern Skateboard — EXPRESS REVIEW
Project No. SW8 060229
TE 05193
Dear Paul:
In response to your comments dated February 28, 2006, we offer the following:
t/I .- We have had signature pages signed by Mr. Barnes.
f2. Impervious areas have been corrected.
/3., The calculations and supplement have been corrected to match the drawings.
An incremental and cumulative volume table has been added to the
calculations.
,,,,5. - 7. As per our conversation, all necessary pump data is enclosed.
Please review for approval and contact us with any questions, comments or if
you need additional information. Thank you.
Sincerely,
Tripp Engineering, F.C.
ci" 4 " %
Charles D. Cazier, E.I. CDC:dcb MALd,
210061- �
Enc.

P. a.
FILE MODE
- - 159MEMORY TX
* * * COMMUNICATION RESULT REPORT ( FEB:28.2006
OPTION
ADDRESS (GROUP)
------ 97635631
5:20PM ) * * *
TTI NCDENR WIRO
RESULT PAGE
---------------------P. 3/3
-
--
.
Z7e
0& -
a
V r
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-S) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
Date: 2128/06
To: Phil Tripp
Company: Tripp Eng.
FAX #: [phone]
William G. Ross, Jr., Secretary
FAX COVER SHEET
No. of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060229
Project Name: Eastern Skateboard
MESSAGE:
Phil,
A Request for Additional lnformation is attached for the subject project, The original will
be mailed to Ms. Barnes, and a copy will be mailed to you,

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
Date: 2/28/06
To: Phil Tripp
Company: Tripp Eng.
FAX #: [phone]
William G. Ross, Jr., Secretary
FAX COVER SHEET
No. of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060229
Project Name: Eastern Skateboard
MESSAGE:
Phil,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Ms. Barnes, and a copy will be mailed to you.
I J
ENBlptb: S:IWQSISTORMWATERIADDINFO120051060229.feb06
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

., o�oF W a �61
CO r
o -c
February 28, 2006
Ms. Kelly Barnes, President
Eastern Skateboard Supply, Inc.
6612 Amsterdam Way
Wilmington, NC 28405
Subject: Request for Additional
Stormwater Project No.
Eastern Skateboard
New Hanover County
Dear Ms. Barnes:
Information
SW8 060229
Michael F. Easley, Governor
WIliam G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E- Director
Division of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
Eastern Skateboard on February 2, 2006, for review on February 16, 2006. A preliminary
review of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
Please provide documentation that you are registered with the N.C. Department
of the Secretary of State as President of Eastern Skateboard Supply, Inc. The
latest annual report filed with the Secretary of State lists Reginald Worth Barnes,
Jr. as President.
Please clarify the impervious area total in Section 111.6 of the application. The
total appears correct, but the sidewalks entry should be 1,110 sq ft (per Drawing
C1).
3/ Please clarify the Permanent P s e area. The pond detail on Drawing C1
dimensions 39.86' X 138.38' t.5,516 for the PP area vs 3,586 sq ft listed in
the supplement and calculati
4. Please provide a pond stage storage table in the calculations that also includes
incremental and accumulative volume.
5 Please provide pump calculations for Total Dynamic Head, based on net lift and
losses due to entry/exit, elbows/tees and other fittings, check and other valves,
and straight run of pipe.
6., Please provide a performance curve for the selected pump and illustrate the
il/ operating point on the curve.
7.� Please provide a detail of the drop inlet/pump station and label invert elevations
V for inlet flow, pump inlet, flow discharge from the pump station, and high and low
level (pump on and off) switches. Please label the pump manufacturer, model
number, TDH at flow rate, impeller rpm, and motor horsepower on the pump
station detail.
No[ihCarohna
✓1 atura!!y
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1-877-623-6748
Wilmington Regional Office . Wilmington, NC 28405 Fax [phone] Internet: www.ncwaterquality.org
An Equal OpportuniV/Affirmalive Action Employer - 50% Recycled110% Past Consumer Paper

Ms. Kelly Barnes, President
February 28, 2006
Stormwater Application No. SW8 060229
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 March 8,
2006, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sin%rely, ,
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:IWQSISTORMWATERIADDINFO120061060229.feb06
CC' Phillip G. Tripp, P.E., Tripp Engineering, PC
Paul Bartlett

Z
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT aFTHE
Secretary SECRETARY of STATE
Corporations
•Corporations Home
*Important Notice
•Corporate Forms/Fees
*Corporations FAQ
•Tobacco Manufacturers
•Dissolution Reports
*Non -Profit Reports
•Verify Certification
•Online Annual Reports
•KBBE B213 Annual Reports
Links
•Secretary Of State Home
•Register for E-Procurement
•Dept. of Revenue
Legislation
•1999 Senate Bills
•2001 Bill Summaries
•Annual Reports 1997
*Corporations 1997
*Other Legislation
Search
•By Corporate Name
*For New Corporation
•By Registered Agent
Online Orders
•Start An Order
*New Payment Procedures
Contact Us
•Corporations Division
*Secretary of State's web site
Print
*Printable Page
PO Box 29622 Raleigh, INC 27626-0622 [phone]
Date: 2/28/2006
Click here to:
View Document Filings I
Print apre-populated Annual Report Form I Annual Report Count I Fil
an Annual Report
Corporation Names
Name Name Type
NC Eastern Skateboard Legal
Supply, Inc.
Business Corporation Information
SO SI D:
0186861
Status:
Current -Active
Date Formed:
4/17/1986
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Barnes, Kelly A
Registered Office Address:
6612 Amsterdam Way
Wilmington NC 28405
Registered Mailing
6612 Amsterdam Way
Address:
Wilmington NC 28405
Principal Office Address: 6612 Amsterdam Way
Wilmington NC 28405
Principal Mailing Address: 6612 Amsterdam Way
Wilmington NC 28405
�l
/e r� l 1 f,�
Stock
Class Shares No Par Value Par Value
COMMON 100000 1
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www.secretary.state.ne.us/Corporations/Corp.aspx?PitemId=4802493 2/28/2006

BUSINESS CORPORATION
ANNUAL REPORT
NAME OF BUSINESS CORPORATION: Eastern Skateboard Suppty, Inc.
FISCAL YEAR ENDING: 1213112006
SECRETARY OF STATE CORPORATE ID NUMBER: 0186861
NATURE OF 13USINESS: Wholesale Skateboard Distributor
REGISTERED AGENT: Barnes, KeI1vA
REGISTERED OFFICE MAILING ADDRESS: 6612 Amsterdam IPrn,
IVilnrington, NC 28405
S O S I D: 0186861
Date Filed: 1/20/2006 6:20 PM
Elaine F. Marshall
North Carolina Secretary of State
STATE OF INCORPORATION: AC
FEDERAL EMPLOYER ID NUMBER: 56-1521688
REGISTERED OFFICE STREET ADDRESS: 6612An:sterdanj If'av
Wilmington, r1'C 28405 County: t1'ew Hwtover
SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE: CONSTITUTES CONSENT TO TI1E APPOINTNILNT
PRINCIPAL, OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OI,FICF MAILING ADDRF.-SS: 6612Amsterdam IVcry
II'ihnington, NC 28405
PRINCIPAL OFFICE STREET ADDRESS: 6612 Amslerdam IVav
II i nlingto?r, NC 28405
PRINCIPAL OFFICERS:
-Wr Regbiuld !forth Barnes Jr i11rs Kelly Anne Barnes
Title: President Title: Secretwy
203 Lhidv Lane 203 Lindv Lane
11'righisville Beach, NC 28480 IFrightsville Beach, jVC 28480
CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL BUSINESS CORPORATIONS
Mrs Kelly Anne Barnes
1/20/2006
FORM MUST BF SIGNED BY. -IN OFFICFR OF THE CORPORATION DATE
Mrs Kelly Anne Bames Secretary
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FH, E-Paid M[ iL TO: Secretary of State • Corporations Division • Post Office 13os 29525 • Raleigh, NC 27626-0525

enrtr yFY
a
Y ~
�.�-12 BUSINESS CORPORATION
-.„
-` ANNUAL REPORT
NAME OF BUSINESS CORPORATION: Eastern Skateboard Supply, Inc.
FISCAL YEAR ENDING: 1213112006
SECRETARY OF STATE CORPORATE ID NUMBER: 0186861
NATURE OF 13USINES S: II,7nolesale Skateboard Distributor
REGISTERED AGENT: Barnes, KellvA
REGISTERED OFFICE MAILING ADDRESS: 6612Ams1erdan 11Aav
Wilmington, ArC 28405
SOSID: 0186861
Date Filed: 1 /20/2006 6:20 PM
Elaine F. Marshall
North Carolina Secretary of State
STATE OF INCORPORATION: NC
FEDEIZAI, EMPLOYER ID NUMBER: 56-1521688
REGISTERED OFFICE STREET ADDRESS: 661211nn.sterdam 1f'ay
11 ilnninglonn, NC 28405 County.' New Hanover
SIGNATURE OF 'I HF NEW REGISTERED AGENT:
SIGNATURE CONSTITUI'ES CONSENT TO THE APPOINTMENT
PRINCIPAL OFFICE'TELEPHONENUMBER: [phone]
PR INCIPAL OFFICE MAILING ADDRESS: 6612 Annsterdam 11'atp
fI'ilrningtonn, NC 28405
PRINCIPAL, OFFICE. STREET ADDRESS: 66121Inisterdam fPay
I!Vihnington, NC 28405
PRINCIPAL, OFFICERS
.Wr Reginald If'orth Barnes Jr Airs Kelly Anne Barnes
Title: President Title: Secretan-I
203 Lincly Lane 203 Lincly Late
IFrightsville Beach, NC 28480 Ifrightsville Beach, NC 28480
CERTIFICATION OF ANNUAL REPORT MUST BED COMPLETED BY ALL BUSINESS CORPORATIONS
Airs Kelly A tine Barnes
1/20/2006
FORA{ MUST BE SIGNED BY AN OFFICER OF THE CORPORATION
DATE
Mrs Kelly Anne Barnes Secretary
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: E-Paid MAIL TO: Secretar. of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

TopoZone - The Web's Topographic Map Page 1 of 1
M*
0 0.6 1.2 1.8 2.4 3 km
0 0.4 0.8 1.2 1.6 2 mi
Map center is 340 15' 49"N, 770 50' 25"W (WGS84/NAD83)
Scotts Hill quadrangle M=-9.043
Projection is UTM Zone 18 NAD83 Datum G=-1.6
http.,//wxv,,v.topozone.corn/print.asp?z=1 S&n-3795036.99908989&e=238480.999787896&... 2/28/2006

December 21, 2005
Stormwater Narrative
Eastern Skateboard
New Hanover County, NC
TE 05193
Eastern Skateboard is an existing vacant 1.42 acre tract of land proposed for a commercial
warehouse project. The site will be high -density with stormwater treated by wet
detention. The proposed 1.42 acres will contain 20,000 sf of building, 15,056 sf of
asphalt, and 1,110 sf of concrete. The total of 36,166 sf of impervious area brings the total
built upon area to 58% impervious.
A wet detention pond is designed for this site. The design will be sized for 1" with 2 to 5
day draw down and 25-year pre -post requirements. Runoff will be routed to Smith Creek,
Classification C-SW.

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
January 27, 2006
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Mr. Cameron Weaver
Re: Eastern Skateboard — EXPRESS REVIEW
New Hanover County, NC
TE 05193
,VQul Y�^a4y
I l
Dear Cameron:
Enclosed please find two (2) sets of plans, one (1) signed originalQ
copy of the application form with narrative, one (1) wet detention basin supplee ents,
two (2) sets of calculations and one check for the express review fee.
Please review for approval and contact us with any questions or comments.
Thank you.
Sincerely,
Tripp Engineering, P.C.
C44 -
Charles D. Cazier, E.I.
CDC:dcb
Enc.
FEB 0 2

�JAN 11,2006 04:37P Tripp Engineering 9107635631 page 2
NCDENR
North Carolina Department of Environment and Natural Resources r A -
Request
Cardinal Drive Extension. Wilmington, NC 28405 [phone] FAX [phone] �J`' , `
Request for Express Permit Review
z� 6 kv id
RLLdN all Information below and CHECKrequlred Permit(s).
FAX or email to Cameron, Weave ncmail.not along with a narrative anoyicini ma of the pw*tMacatfon.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangamentspre made.
APPLICANT Name Kelly Bames
Company Eastern Skateboard Supply, Inc.� _ f
Address 6612 Amsterdam Way.City/State Wilmin ton NC Zip 28405 County New Hanover `
Phone [phone] Fax 910-7 1-X09 Email ) s
PROJECT Name ___Eastem Skateboard
PROJECT SYSTEM(S) TRIBUTARY TO Smith Creek (STREAM NAME) Cape Fear RIVER BASIN
ENGINEERlCONSULTANT PilliTr'rp
Company TrippEngineering,
`y
Address 419 Chestnut Street} _City/State Wilmington, NC Zip 28401 County New Hanover
Phone [phone] Fax [phone] Email - trippengRec.mcom
State or National Environmental Policy Act (SEPA, NEPA) — EA or EIS Required
❑ STREAM ORIGIN Determination; # of stream calls; Stream Name
® STORMWA TER ❑ Low Density ® High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ❑ High Density -Infiltration. ❑ Off Site
❑ COASTAL ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
MANAGEMENT ❑ Upland Development ❑ Marina Development ❑ Urban'Waterfront
❑ LAND QUALITY ❑ Erosion and Sedimentation Control Plan with.__ acres to be disturbed,
WETLANDS (401) Wetlands on Property ❑ Yes ® No Isolate Wetlands on Property ❑ Yes ❑ No
Check all that apply Wetlands Will Be Impacted ❑ Yes ❑ No Wetland Impacts: Acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No ❑ Buffers Impacted: Acres)
USA COE Apporval of Delineation completed ❑ Yes [] No
404 Application in process wIUSACOE ❑Yes ❑No I Permit received from USACOE❑Yes ❑No
401 Application required ❑ Yes ❑ No If Yes, ❑ Regular[] Express
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the Insufficiency of the permit applications.
E=or DENR Ilse only jW gj 06 06C)
SUBMITTAL DATES: $ ee Split for multiple permits: AP �� �� ,,
CAMA $ S w 6 8 Oil t tbi� r K# '�L, �1
LOS 'k 'V
401 $ Total Fee Amount $
S'�v on t z� e I - 1

rl
ZrAN 11,2006 04:37P Tripp Engineering
9107635631
page 3
December 21. 2005
Stormwater Narrative
Eastern Skateboard
New Hanovcr County, NC
TE 05193
I:.astern Skateboard is an existing vacant 1.42 acre tract of land proposed for a commercial
warehouse project. The site will be high -density with stormwater treated by wet
detention. The proposed 1.42 acres will contain 20,000 sf of huilding, 15,056 sf of
asphalt, and I,110 sf of concrete. The total of 36.166 sf of impervious area brings the total
built upon area to 58% imperviaLEs.
A wet detention pond is designed for this site. The design will he sized for I" with 2 to 5
clay draw down and 25-year pre -post requirements. Runoff will be routed to Smith Crcck,�
Classification C-SW.

(1)
tr
b
a
w
a
Q4
H
a
r
M
0
w
0
0
N
r-i
A
�o
'po
o,L
,p
AMSTERDAM YS1TE.
WINDMILL WY
US 17
M
VTCINITY MAP.
NTS

g JAN 11,2006 04:37P Tripp Engineering 9107635631 page 1
4
iH Job No. 05193
Date: 01/11/06
TRiPP ENGINEERING, P.C.
419 Chestnut Strect Wilmington, NC 28401
Phone; (910) 7G3-5100 - FAX: [phone]b31
Email: trippeng(acc.rr.com
LETTER OF TRANSMITTAL
To; I NCDENR
Attention: Cameron Wea er
Subject: EXPRESS PERMIT REVIEW Eaaern_Skatebaard
)L FAX TRANSMITTAL: NUMBER OF PAGES INCLUDES COVER _A_
I am sending you: ( X ) ATTACHED ( ) UNDER SEPARATE COVER
( } Prints ( ) Tracings ( ) Copy of letter ( ) Specifications ( X) Other
Copies Item No. Descriotion
t Expres5 Permit Review Request
Stormwater Narrative _
1 Vi ini Map
These are transmitted as checked below:
( ) For Approval ( X ) For Your Use ( ) Sign & Return ( ) Review
Remarks: FEease IP. 5I nQ-w the time and ddt_e_for the pre—applicatiqr! mCCUna.
cc:
N
Signed:_. Charlie Cazier