SW8050611_HISTORICAL FILE_20060327

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
o7G�.7'd53 0%�
YYYYMMDD

State Stormwater Management Systems
Permit No. SW8 050611
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 1S HEREBY GRANTED TO
Leon Johnson
Country Boy Riders Motorcycle Club
NCSR 1207 (Halfway School Branch Road), Ivanhoe, 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 March 27, 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 35,250 square feet of
impervious area and must be operated with a 30' vegetated filter..
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. This permit does not provide for the
construction of any future built -upon area.
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 050611
X
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres:
Onsite, ft :
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL
g. Permanent Pool Surface Area, ft2
h. Permitted Storage Volume, ft3:
Temporary Storage Elevation, FMSL
j. Controlling Orifice:
k. Permitted Forebay Volume, ft3:
I. Receiving Stream/River Basin-
M. Stream Index Number:
n. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
3.82
166,399
0
35,250
1
3.0
85%
(requires a 30' vegetated filter)
45.0
3,560
3,924
49.0
3 pipes @0.5" 0 each
1,640
White Oak Branch 1 Cape Fear
CPF20 18-68-18-5
"C Sw"
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 050611
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 116 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 050611
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.
Ill. 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 27th day of March 2006.
NORT AROLINA ENVIRONMENTAL_ MANAGEMENT COMMISSION
"( 13�
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

WALToN ENGMERI11lCT
Linda Lewis
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC, 28405
Re: Country Boy
Dear Linda,
January 13, 2006 00�
RECEIVED
JAN 1 3 2006
BY:
Attached are two copies of the revised plan. A vegetated filter detail has been added.
If you have any questions or need additional information, please contact me
Sincerely,
R. Mark Walton
NC Professional Engineer
Registration No. 16879
Cover letter rev plan vcg filter.doc
TO: 910-2594800 PO Box 895, Burgaw, North Carolina, 28425 Fax: [phone]

SW8 050611 Country Boy Riders
N
Subject: SW8 050611 Country Boy Riders
From: Linda Lewis <[e-mail]>
Date: Fri, 06 Jan 2006 15:51:11 -0500
To: Mark Walton <walton8@b e I I south. net>
Mark:
I spoke too soon regarding the issuance of this permit. The plans do not contain
the vegetated filter detail. The forebay and pond section detail references a
vegetated filter detail, but there isn't one on the plans. Please add this detail
to the plans, and submit 2 copies of the revised plans.
Linda
of 1 1/6/2006 3:51 PM

Country Boy Riders Motorcycle Club
Subject: Country Boy Riders Motorcycle Club
From: Linda Lewis <[e-mail]>
Date: Fri, 06 Jan 2006 15:41:41 -0500
To: Mark Walton <walton8@bell south.net>
Mark:
I've corrected a few things on the supplement that you need to be aware of. The
first is the Basin Bottom Elevation, which you reported as 1705. 1 think you
mistakenly thought this as asking for an area, when in fact it asks for the
elevation, which is 45.0. Please confirm.
Second, page 3 was left totally blank- I have completed the sediment removal depths
and the other information. Please note that for a 3' deep pond, the sediment
removal elevation equals the bottom elevation, because the pond can never be less
than 3' deep. Essentially, there is no sediment build-up allowed in a 3' deep pond.
Upon your confirmation accepting the above changes, I can write this permit.
Linda
1 of 1 1/6/2006 3:51 PM

WALToNEN§INEERLNG
November 1, 2005
Linda Lewis
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Stormwater Permit Application No. SW8 050611, Country Boy Riders
Motorcycle Club
Dear Linda,
Enclosed are two copies of a revised stormwater plan for the referenced project and a
completed wet detention supplement form. The revised plan includes, as requested, a new
vicinity map that shows a major intersection (HWY 53 and 421). The vegetated shelf is
shown extended all the way around the pond. Also 3 wetland plants are specified by name on
the pond section detail.
Please replace the previously submitted plans and calculations with those enclosed.
Sincerely,
Allen Thornton
Walton Engineering
"V 0 ' 9005
Tel: [phone] PO Box 895, 13urgaw, North Carolina, 28425 lax: 910-259-1779

Re: SW8 050611 Country Boy Riders
Subject: Re: SW8 050611 Country Boy Riders
From: "Mark Walton" <[e-mail]>
Date: Mon, 31 Oct 2005 13:06:20 -0800
To: "Linda Lewis" <[e-mail]>
Linda,
I was out of town most of last week at a conference. I will get this info
hand delivered to you tomorrow.
Thanks,
Mark
----- Original Message -----
From: "Linda Lewis" <[e-mail]>
To: "Mark Walton" <[e-mail]>
Sent: Tuesday, October 25, 2005 11:04 AM
Subject: SW8 050611 Country Boy Riders
Mark:
I received the updated stormwater wet pond calculations for the project
on September 21, 2005. Please provide the following to continue the
review:
1. I can't find a completed wet detention supplement form in the file or
in your submittal package. Gary's 8/5/2005 request for additional
information did not specifically request one, but we assumed that since
the project had been determined to be a pocket of high density, and a
wet pond was being designed, that you would know that a supplement was
necessary as well. I have attached a PDF version of the supplement to
this email for your convenience. Please complete it and have Mr. Johnson
sign, date and notarize it, and send it back to me.
2. Please update the vicinity map to show the nearest intersection of
two major roads. A 4 digit NCSR is not considered a major road.
3. The vegetated shelf is supposed to extend all the way around the
pond. The section detail appears to point at the area in front of the
forebay wall alone as the place for the wetlands plants to be planted.
The shelf and the plantings continue on around the main pond.
4. Please specify by name the wetlands plants for the vegetated shelf on
the pond section detail.
Thanks,
Linda
1 of 1 10/31/2005 5:29 PM

SW8 050611 Country Boy Riders
Subject: SW8 050611 Country Boy Riders
From: Linda Lewis <[e-mail]>
Date: Tue, 25 Oct 2005 15:04:06 -0400
To: Mark Walton <[e-mail]>
Mark:
I received the updated stormwater wet pond calculations for the project on
September 21, 2005. Please provide the following to continue the review:
1. 1 can't find a completed wet detention supplement form in the file or in your
submittal package. Gary's 8/5/2005 request for additional information did not
specifically request one, but we assumed that since the project had been determined
to be a pocket of high density, and a wet pond was being designed, that you would
know that a supplement was necessary as well. I have attached a PDF version of the
supplement to this email for your convenience. Please complete it and have Mr.
Johnson sign, date and notarize it, and send it back to me.
2. Please update the vicinity map to show the nearest .intersection of two major
roads. A 4 digit NCSR is not considered a major road.
3. The vegetated shelf is supposed to extend all the way around the pond. The
section detail appears to point at the area in front of the forebay wall alone as
the place for the wetlands plants to be planted. The shelf and the plantings
continue on around the main pond.
4. Please specify by name the wetlands plants for the vegetated shelf on the pond
section detail.
Thanks,
Linda
.. ..m
Content -Type: application/pdf
SWU102 Wet Pond.pdf
Content -Encoding: base64
1 of 1 10/25/2005 3:45 PM

WALToNENaiNEERm
September 16, 2005
Linda Lewis
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
SEP 2 1 2005
Re: Stormwater Permit Application No. SW8 050611, Country Boy Riders
Motorcycle Club
Dear Linda,
Enclosed are two copies of a revised stormwater plan and calculations for the referenced
project. The only thing that has changed since the recent previous submittal of additional
information is the volume used to calculate the hole sizes for the riser in the wet pond. The
revised calculations use the temporary pool volume for a 1" rainfall whereas the actual
temporary pool volume provided was used in the previous calculations. Accordingly, the plan
was revised to reflect the revised calculations. The number of riser holes changed from 6
holes to 3 holes.
Also, please notice, the calculations use the average head for orifice sizing. The maximum
head is divided in half as shown in the equations to give the average head.
I
Please replace the previously submitted plans and calculations with those enclosed.
Sincerely,
1'�%J A.�'
Mark Walton
Walton Engineering
Tel: [phone] Box 895,13urgaw, North Carolina, 28425 Fax: [phone]

WALTON ENGINEERIN
August 25, 2005
Ms. Linda Lewis
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re- Stormwater Permit Application No. SW8 O50611, Country Boy Riders
Motorcycle Club
Dear Ms. Lewis,
Enclosed is the revised Stormwater plan and calculations providing the additional information
per your request.
Sincerely,
Jason L. Williams
Walton Engineering
SEP 0 2 'tG05
Tel: [phone] PO Box 995, Burgaw, North Carolina, 28425 Fax: [phone]

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�k/o) IUS U.J/p Ia7J r\L IVIU VHL
Project Name::Country Boy
30 FOOT VEGETATED FILTER REQUIRED
Calculated By:'Mark Walton
=� Date: 8/102005
DEPTH ft
3.0
1 3.5
4.0
4.5
5.0
5.5
6.0
6.5
7.0
7.5
IMP%
Drainage Area, DA =
3.82 acres
10
0.9
0.8
0.7
0.6
0.5
0.0
0.0
0.0
0.0
0.0
Impervious Area, Ai =
0.809 acres
20
1.7
1.3
1.2
1.1
1.0
0.9
0.8
0.7
0.6
0.5
Percent Impervious, I =
21.2 %
30
2.5
2.2
1,9
1.8
1.6
1.5j.1.3
1
1.2
1.0
1 0.9
Depth, Hpp =
3.0 ft
40
3A
3.0
2.6
2.4
2.1
1.9
1.6
1.4
1.1
1.0
50
4.2
3.7
3.3
3.0
2.7
2.4
2.1
1.8
1.5
1.3
Interpolation Values
60 I
5.0
1 4.5 1
3.8 I
3.5
32 1
2.9 1
2.6 1
2.3
1 2.0
1 1.8
IMP%
SAIDA
70
6.0
5.2
4.5
4.1
3.7
3.3
2.9
2.5
2.1
1.8
Lower Value
Higherr Value
20
1.7
80
6.8
6.0
1 5.2
1 4.714.2
3.7
1 3.2
2.7
2.2
j 2,0
30
2.5
90
7.5
6.5
5.8
5.3
1 4.8
4.3
3.8
! 3.3
2.8
1 1.3
Interpolated SAIDA = 0.018
Min. Required Surface Area at Permanent Pool, App = 2,986
Design Storm, Sd =
1,0
Rv = .05 + .009(1) =
0.24
TP Volume Required, Vtp = Sd x (1/12) x DA x Rv x 43,560 =
3,336
Surface Area Provided @ PP, App =
31560
Elev. @ PP, ELpp =
48.00
Let Min. Temp. Pool Depth Required, Htp Min. = Vtp/App =
0.94
TP Depth Selected, Htp =
1.60
Elev. @ TP, ELtp = Elpp + Htp =
49.00
Surface Area Provided @ TP, Atp =
4,288
TP Volume Provided, Vtp = [(Atp + App)21 x Htp =
3,924
TP Volume Provided > Required?
Yes
Surface Area @ PP Provided > Required?
Yes
Area at Bottom of PP, Afl =
1,705
PP Volume Provided, Vpp = Hpp x (Afl + App)/2 =
7,898
Forebay Volume Required, Vfb W. = Vpp x 0.2 =
1,580
Forebay Depth, Hfb =
10
Forebay Bottom Area, Afbfl =
179
Forebay Surface Area, Afb =
915
Forebay Volume Provided, Vfb = Hfb " (Afbfl + Afb)2 =
1,640
Forebay Volume Provided > Required?
Yes
Orifice Sizing
2 Day Drawdown = Vtpl(2
x 86,400) =
3 Day Drawdown = Vtp/(3
x 86,400) =
4 Day Drawdown = Vtp/(4
x 86,400) =
5 Day Drawdown = Vtp/(5
x 86.400) =
l 1UU 1 8.2 1 1.4 1 6,8 I U,2 I b.b I 5.0 1 4.4 1 3.13 I 3.2 1 2.6 1
(linear interpolation) Note: The values in this chart are non -linear.
= SAIDA * DA' 43560, s.f. Use linear interpolation only on adjacent values.
Inches
CT
s.f. (determined by 2D CAD Analysis)
feet
feet
feet
feet
s.f. (determined by 2D CAD Analysis)
c.f.
If "No", increase volume provided.
If "No", increase area provided.
s.f. (determined by 2D CAD Analysis)
c.f.
CT
feet
s.f. (determined by 20 CAD Analysis)
s.f. (determined by 2D CAD Analysis)
c. f.
If "No", increase volume provided.
Flowrate
0.02 cTs.
0.02 c.f.s.
0.01 c.f.s.
0.01 c.f.s.
I hereby certify that I personally developed this
spreadsheet and programmed the equations (as
shown) into the spreadsheet. I also certify that
the calculations hereon were performed by me
or under my direct supervision.
1�`oi. • � �Lw :3
p
C

RISER & BARREL DESIGN
Project:! Country Boy Outlet/ID: 1
Date: i 9/16/2005 Designed By: Mark Walton
Step1: Determine peak flow, 1 " (or 1.5') storm flow, controlling elevations, etc.
per Section 8.07 of the Sedimentat and Erosion Control Manual
and/or Stormwater Best Management Practices, as applicable.
Note: Use maximum design flow for riser, barrel, and emergency spillway
sizing, but use volume to be drained and temporary pool depth
to determine head for hole sizing.
(1) BARREL DESIGN:
Governing Function: Qp = a(2gH)"01(1+ Km + KpQ` = max discharge from pipe, cfs
Rearranging Yields: a = 0(1+ Km + KpQ"/(2gWU.b
Also: a= (R14)d`
Substituting and Reducing Yields: d = [0(1+ Km + KpQu" 1(ad4)(2gH)"°]"
Hcr
iElev. 0 Max.
pischcrge
Permanent
--Pool --'—
Riser Height = Hr
where: Qp = 4.08 = max. discharge from pipe, cfs
g = 32.2 = acceleration of gravity, ft/sec"2
H = 1.2 = elevation head differential, ft
Km = 1 = coefficient/sum of minor losses, usually 1 Concrete
Kp = 0.013 = pipe friction coefficient Antif lotation
L = 43 = pipe length, ft Block
Lc = We
WC
— Riser Ucimeter = Dr
-----——— — — — — ——
Hh
--—
--sz —— — — I — ——
H
do = [0(1+ Km + KpL)Ub/(a/4)(%H)"']"' = 11.7 = calculated minimum pipe diameter, inches M ANTIFLOTATION BLOCK DESIGN:
d = 12 = specified pipe diameter, inches
Notes: Use square block, with variable height.
2 RISER DESIGN: Ignore pipe weight (conservative.)
Step 1: Determine riser size from Figure 8.07b of Erosion Conrol Handbook Block Buoyancy, Bb = Wc`Hcpw jaw = 62.4 Iblc.f
(NOT Table 8.07b) Block Weight, Wb = Wc`Hcpc pc = 140 lb/c.f.
Choose riser diameter first (from "Inlet Proportions chart" firstRECEIVED Riser Buoyancy, Br=(7J4)Dr`Hrpw
head from Pipe Flow vs Head chart. Bb + Br >/= Wb
Wc`Hcrw + (z/4)Dr2Hrpw = Wc`Hcpc
Riser Diameter, Dr = 24 inches - SEP 2 1 ZQ05 Rearranging and Reducing Yields: We = 0.795Dr(Hr/Hc)"
Height at Riser Crest, He = 0.55 ft
Hr= 4 ft
Set He = 2 ft
PRO, # cc = 0.795Dr(Hr1Hc)05 = 2.249 calculated minimum block width, ft
We = 4.5 specified block width, ft
where: V = 3,336 = volume of water to be drained (temporary pool volume), W
Hh = 1.DO = maximum head of water above dewatering hole(s), ft
Hh/2 0.50 = average head of water above dewatering hole(s), ft !hereby certify that I personally developed this spreadsheet and
Td = 2.5 = detention time to dewater basin, days programmed the equations (as shown) into the spreadsheet. I also
r
Cd = 0.60 =coefficient of contraction for the orifice (approximately 0.6) certify that the calculations hereon wa,g.performed by me or un �- .- •,
Q = V/(86,400Td) = 0.015 = total orifice flow rate (one hole), ft'/sec my direct supervision.
Ao = Q/ Cd 2 Hh/2 "' -ft'
[ (g( )) ] - 0.0041 =orifice area (one hole), -
`�
Ao;n = Ao'144 = 0.596 =orifice area (one hale), in
d0 = (Aa, 1,/(w/4))0.5. 0.871 = calculated orifice diameter (one hole), in Q '
N = 3 = number of dewatering holes t \
;IV
Arc = (Q/N)1[Cd(2g(Hh/2))05] = 0.0015 =calculated area of each of N dewatering holes, ft2 16879
d;c = [(A,,"144)/(x14)]° 5 = 0.527 = calculated diameter of each of N dewatering holes, ine�`f s5'
t�G1
dN = 0.50 = specified diameter for each of N holes (must be < or = d,�)
CHECK:
Q. _ [(,r14)dN21144]CN[2g(h/2)j0 s = 0.0139 W/sec
T = V/(86,40DQ,) = 2,77 days

Country Boy Riders Motorcycle Club
Subject: Country Boy Riders Motorcycle Club
From: "Mark Walton" <[e-mail]>
Date: Thu, 4 Aug 2005 10:46:24 -0700
To: <gary.beecher a ncmai1.net>
Dear Mr. Beecher,
I received your Request for Additional Information dated August 2, 2005 today regarding Stormwater
Project No. SW8 050611.
A previous Request for Additional Information from the Division of Water Quality asked us to revise the
plans to provide a 30 foot vegetative buffer around the impervious portion of the project and to provide a
depressed grass median in the parking lot interior to address the pocket of high density. We did both of
these things, so I don't understand why additional measures are being requested.
I have spoken with Mr. Leon Johnson, President of Country Boy Riders Motorcycle Club, and we
request to meet with you on -site as early as possible. The best day for us would be as early as possible
Monday morning, August 8, 2005. Please let me know if this meeting time is acceptable or what times
you can meet with us.
Also, the "pocket of high density" determination is something I have only seen being applied in the last
couple of years. I understand the concept, but I don't know how to determine if a project has a pocket of
high density. Can you tell me where to find the rules, guidelines, definitions, or policies regarding
pockets of high density?
Sincerely,
Mark Walton
1 of 1 8/5/2005 8:12 AM

North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
August 2, 2005
Mr. Leon Johnson, President
Country Boy Riders Motorcycle Club
Post Office Box 574
Atkinson, NC 28421
Subject
Dear Mr. Johnson:
Request for Additional Information
Stormwater Proj ect No.S W 8 050611
Country Boy Riders Motorcycle Club
Pender County
The Wilmington Regional Office received a Stormwater Management Permit Application for
Country Boy Riders Motorcycle Club site on June 7, 2005. 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. It tip ears that even with the new median this site is still a pocket of high density. An ideal
low density site would have the storniwaterfront the parking lotflowing across the softball
field. The only alternative far this site may be to go high density and add either a pond or all
infiltration basin.
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 September 1, 2005 or the
application will be returned as incomplete. The return of a project will necessitate re -submittal 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
Division is allowed 90 days from the receipt of a completed application to issue the permit.
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].
Sincerely,
Gary eecher
Environmental Technician
EB/ghb: S:1WQSlSTORMWATIADDINF0120051050611.Aug05
CC: Allen Thornton (Walton Engineering)
Wilmington Regional Office One
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 NorthCarolina
Phone: [phone] FAX: [phone] Internet: h2o.enr,state.nc.us
An Equal Opportunity/Affirmative Action Employer — 50% Recycled110% Post Consumer Paper Naturally

` - V WA L TDN EN INEERIN
Ms. Linda Lewis
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
June 07, 2005 N�(j
v
Re: Stormwater Permit Application, Country Boy Riders Motorcycle Club
Dear Ms. Lewis,
Enclosed is the revised Sedimentation and Erosion Control Plan for Country Boy
Riders Motorcycle Club. The following additions/changes have been made to the plan:
1. There will be no significant changes in the existing topography of the proposed site.
Grading will only be necessary in the area of the building and parking lot. The location of
the parking lot and building have been moved in order to accommodate a 30' wide vegetative
buffer along the property lines.
2. In order to avoid "pockets of high density" a 15' grass median was added to the parking
lot. I also added a cross section detail of this median.
3. The vicinity map has been changed in order to make it more readable.
Other additions include topography lines, and other added notes regarding the topography.
Please contact me if you have any questions.
SSiin�ccee1rely,,5h,,7�-
Allen
-C �IVLD
JUN U 7 2005
BY:5W g 05 0611
Tel: [phone] PO Box 995,13urgaw, North Carolina, 29425 Fax: [phone]

Country Roy Riders Motorcycle Club
1'
Subject: Country Boy Riders Motorcycle Club
From: Linda Lewis <[e-mail]>
Date: Wed, 26 Jan 2005 16:34:14 -0500
To: Mark Walton <[e-mail]>
January 25, 2005
Greg Finch
Walton Engineering
PO Box 895
Burgaw, NC 28425
RE: Country Boy Riders Motorcycle Club
Pender County
State Stormwater Permit Application
Dear Greg:
The stormwater application was received on January 25, 2005. Unfortunately, it
cannot be accepted as submitted due to the following deficiencies:
1. Please show the existing and proposed grading. Avoid creating discharge
"points". (See comment 42 below) Please utilize sheet flow only with minimum 30,
wide grassed buffers located on the property. Buffers located on adjacent
properties cannot be included since the permittee has no control over the
development of that property and cannot guarantee that the buffer will be
maintained in perpetuity.
2. This is a pocket of high density because all of the built -upon area is clustered
to one side. An engineered stormwater facility is..required if the pocket of density
cannot'be alleviated via appropriate grading, use of 30' wide grassed buffers, and
other passive control measures. A n example of a passive control measure for this
site includes a 15, wide depressed grassed median in the parking lot to store and
infiltrate runoff.
3. The vicinity map is unreadable. Please enlarge the map or enlarge the printing
to make it readable.
The application cannot be accepted until these items are addressed. If you have any
questions, you can either call me at [phone] or email me at
[e-mail].
Sincerely,
Linda Lewis
Environmental Engineer
Division of water Quality
Surface Wafer Protection Section
O
1 of 1 1 /1)CIO )f 41'14 PAA

Read: Country Boy Riders Motorcycle Club
N
Subject: Read: Country Boy Riders Motorcycle Club
From: "Mark Walton" <[e-mail]>
Date: Wed, 26 Jan 2005 16:59:45 -0500
To: "Linda Lewis" <Linda. Lewis@ncmai l.net>
This is a receipt for the mail you sent to
"Mark Walton" <walton8@bell south.net> at 1/26/2005 4:34 PM
This receipt verifies that the message has been displayed on the recipient s
computer at 1/26/2005 4:59 PM
Final -Recipient: rfc822;[e-mail]
Original -Message - ID: <[e-mail]>
Disposition: manual-action/MDN-sent-manually; displa
Part I.',II message/disposition-notification
11 Content -Encoding: 7bit
1 of 1 1/26/2005 5:44 PM

YVALTON ENGINEERING
January 20, 2005
Ms. Linda Lewis
NC DENR Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Stormwater Permit Application, Country Boy Riders Motorcycle Club
Dear Ms, Lewis,
Enclosed is the Sedimentation and Erosion Control Plan for Country Boy Riders Motorcycle
Club. This letter serves as the narrative description for the project for both the Sedimentation
and Erosion Control Plan and the Stormwater Management Permit Application.
The application is for a low -density residential development (with no curb or gutter), draining
to Class C NSW waters.
The land disturbing activity to be undertaken includes construction of a gravel road and
parking area, a softball field, a 5000 square foot building, and some grading.
Stormwater runoff will drain into the existing ditches and surrounding area by sheet flow.
Construction of the roadway will proceed as follows. First the right-of-ways will be cleared
of vegetation. A temporary construction entrance will be installed at the beginning of the
road. The road will be constructed. The unpaved area of the right-of-way will be seeded with
grass according to the specifications included with the application. The grassed areas will be
allowed sufficient time to fully develop. Once the grass in the right-of-way has been planted,
it will be maintained by Country Boy Riders Motorcycle Club.
Silt fencing will be used in areas, if deemed necessary, however it is not anticipated. Routine
inspections and maintenance will be performed to ensure that the erosion control measures are
in good condition and operating properly. Repairs will be made immediately to any erosion
control measures found to be insufficient.
RECEIVED
JAN 2 5 2005 Sincerely,
BY: /3
Gregory S. Finch
Tel: [phone] PO Box 895,13urgaw, North Carolina, 28425 Fax: [phone]

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-------------
Property Area: 3.82 acres
Disturbed Area: 3.82 acres
Figure; I Project Country Boy Riders TMe: 3 Motorcycle Club ��T Disturbed Area Map YV ALTON ENGENL'ERINO
Date: 1119105 Scale: NTS Drawn by: GSF I Project #: 200333