SW8051204_HISTORICAL FILE_20060515

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

State Stormwater Management Systems
Permit No. SW8 051204 Modification
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
James Martin Gilbert, Salty Dog Convenience Stores, LLC
Salty Dogs at Waterford
Brunswick 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 "storm water 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 May 15, 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 48,775 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. The built -upon area for the future
development is limited to 2,358 square feet.
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 051204 Modification
C+1
The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, 9cres:
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
1.34
58,155
None
48,775
1
5
90%
24
3,495
3,943
24.99
1"O pipe
930
Jackeys Creek 1 Cape Fear
18-77-3
"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 5 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 051204 Modification
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 4of7

State Stormwater Management Systems
Permit No. SW8 051204 Modification
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 mayor 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 15t" day of May, 2006.
NORT AR6LINA ENVIRONMENTAL MANAGEMENT COMMISSION
far Alan . Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

D-c, 2, 2005 1; 22PM
:w
STROND ENGINEERING, P. A.
No.3249 P. 1
AmSTROUD ENGINEERING, P.A.
IV
Date: 12/2/04
Number of Pages: 3 (including cover)
To: NCDENR
ATTN. Cameron Weaver
Telephone Number:
Facsimile Number: 910-350-2004
E-Mail Address:
FACSBIILE TRANSMITTAL
From: Luke Menius
Telephone Number: 910-815-0775
Facsimile Number: 910-815-0593
E-Mail Address:
Reference: Salty Dog's Fast Track Stormwater Review
❑Original will follow via mail ❑Original will NOT follow via mail
Comments:
I don't recall if you were present during the review of Salty Dog's Convenience Store, but an issue
arose regarding the name and Mailing address of the owner. The attached Articles of Organization
outline the structure of the LLC. Mr. Lambros and Mr. Gilbert own and manage this thing 50/50. It
so happens that Mr. Lambros is listed as the Initial Registered Agent and his address was chosen as
the location of the LLC. The mailing address was also defaulted to this location by a "NA" entry in
the applicable field. Mr. Gilbert is handling the erosion control and stormwater permitting and
wishes to have the correspondence delivered to the Finian Drive address.
What steps need to be taken to permit Mr. Gilbert to sign as a responsible party and have his mail
delivered to his address? I have approached his attorney and need to let him know how to resolve
this issue for the State. Obviously, his address can be added as the LLC's mailing address, but does
he have to insert his name as the registered agent? Can this status be shared?
-Please call if you experience trouble with this transmittal
0 102 Suite D Cinema Drive, Wilmington, NC 28403 [phone] FAX [phone]

D:c. 2. 2()01 1:22PM MUD ENGINEERING, P. R.
t •` usuu314u w38
State of North Carolina
Department of the Secretary of State
Limited Liability Company
ARTICLES OF ORGANIZATION
No, 3249�P. 2
SOSID; 800559
Date Filed: 8/31/2005 3:11.00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200524300338
Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.
The name of the limited liability company is: Salty Dog Convenience Stores, LLC
If the limited liability company is to dissolve by a specific date, the latest date on which the
limited liability company is to dissolve: (If no date far dissolution is specified; there shall be
no limit on the duration of the limited liability company.) NIA
The name and address of each person executing these articles of organization is as follows:
(state whether each person is executing these articles of organization in the capacity of a
member, organizer o of Nate: This document must be signed by all persons listed here).
Stephen M. Lambros J. Martin Gilbert
6726 Netherlands Drive - Suite 300
Wilmington NC 28405
7028 Finian Drive
Wilmington NC 28409
4. The street address and county of the initial registered office of the iimited liability company is:
Number and Street 6726 Netherlands Drive - Suite 300
City, State, Zip Code Wilmington, NC 28405 County New Hanover
5. The mailing address, if differentfrom the street address, of the initial registered office is:
NIA
6. The name of the initial registered agent is Stephen M. Lambros
7. Principal office information: (Select either a or b)
a. ❑ The limited liability company has a principal office.
The street address and county of the principal office of the limited liability company is:
Number and Street_
City, State, Zip Code
County,
Ile mailing address, if different from the street address, of the principal office of the corporation is.-
b. M The limited liability company does not have a principal office.

Dec. 2. 2005 1:22PM STROUD ENGINEERING, A.
No, 3249 P. 3
8. Check one of the following:
,X (i) Member -managed LLC: all members by virtue of their status as members shall be
managers of this limited liability company.
(ii) Manager -managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as
members.
9. Any other provisions which the limited liability company eleM to include are attached.
10. These articles will be effective upon filing, unless a date and/or time is specified:
This is the 30th day of August, 2005
(SEAL)
STephOEM. Lam --Organizer and Member
rGAQ&A-(SEAL)
J. artin Gilbert - Organizer and Member
NOTES:
1. Filing fee is S125. This document must be tiled with the Secretary of State.
CORPORAnONS DIVISION P.O. Sox 29622 RALEIGH, NC 27626-0622
(Revised January 2002) (Form L-01)
Instruction for Filing

f " .4
09/23/2005
$1,666.00 70
Cotult:y--lir_cti:�t.ri n
Qi1py'ti, Feal Eata�u
�
11r.wt1-wic:k
Ijut]t3LL' .). 41f11�1I1SUn kilt?
17.42i'a(lo Zp l
&291ti35 s?et:q `L�� O
ItL;t l.l•in
i 9�23/7.045
M
mmarmino
A►
M&I
gal
WW
11MM
I===
RM
i,
o i
d�j,►
%
1112
NORTH CAROLINA GENERAL WARRANTYI DEED
Revenue Stamps: $ 1666.44
011
U�jco _
Account No.: Parcel Identifier o..', tf4ZQQ 44o 1
Mail after recording to: Allen, MacDonald & Davis, PLLC, 1508 Military Cutoff Road, Suite
102, Wilmington, NC 28403
This instrument was prepared by. David G. Martin of Mannin¢ laulton & Skinner, PA;-:�
Brief description for the Index: 1.912 Acres Ploof Road fN0 nn
THIS DEED made this I^W day of September, 2005 by and between��
GRANTOR
PK&A INVESTME� T GROUP, LLC, a
North Ca�ola lima{ed liability company
GRANTEE
SALTY DOG CONVFMENCF. STORES ILLC a
North Carolina limited liability company
6726 Netherlands Drive, Suite 300
Wilmington, NC 28405
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors,
and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context
��r� lA�f'lV~
WITNESSETfi f9t�tie_G3tar, for a valuable consideration paid by the Grantee, the receipt of
which `"s li6rcliy daknowl 4$FA has and by these presents does grant, bargain, sell and convey unto
th - tee m=fee�stmple. all that certain lot or parcel of land situated in Brunswick County, North
`°1[47i1^
Carolina and more particularly described as follows:
See Exhibit A attached hereto and incorporated herein by reference.
459 � [N7t;9r}'1.�4 [[� IIJJ
>0 rga�&&

gad �:�t
b��� ln::l. M 2�31ti3'i Fkxiic ?.7.A7.Ptgr: 1719
The property hereinabove described was acquired by Grantor by instrument recorded in Book 2046,
page 446, Brunswick County Registry.
�TO HAVE AND TOJ-IOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto bellla�gitigr he Grantee in fee simple.
�'An .1he Grantortw6hints with the Grantee, that Grantor is seized of the premises in fee simple, has
Uh,�1'7r+
the right%-)t q� ey 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 lawful claims of all
persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to thejfollowing exceptions:
o IL
Restrictions and casements of record affecting said properi&o to . � -hd valorcm
taxes, u� U '/���yr�rs
IN WITNESS WHEREOF, the Grantor has hereto set his hand the day and year -first above
written.
PK&A. VESTMENT GROUP, LLC
1.
lJ C9G�� 5'h rp R. KrAils, M nag,
STATE OF NORTH CAROLINA 1
COUNTY OF NEW 14ANOVER o
y -H'-'c y
1, ,uti�ca o. Ms6Fx a Nor Put7lie 6fltha aI ,said ount and State,
do hereby certify that Philip R. Kraus, Manager of PK&A h4,, STMENT GROUPXEC, a North
Carolina limited liability company, personally appeardbefore me Is�6ay-a�d'-'Baknowledged the
due execution of the foregoing instrument.
WITNESS my hand and notarial seal, this g dciay of September, 2005.
�7Vly�co�mamissionexpires� ''" t.-.c,��a 9 yara c7 �-
��,��� otary Public
(A��'iXiCl<AI.I - Lti�,c+i�ecrrrrr._
439312.rlCeM.19192,772611
STATE OF NORTH CAROL' N
COUNTY OF BRUNSWICk-:' �JElaClf R p MCGEE
The Foregoing (or annexed) Certificate(s) of
Notary(ies) Public is (are) Certified to be Correct. 23rd
Phis instrument was tled'f�ir Registration on this
in the B ok rtji'li�ge(tiri+it nn the First Page hercof.
� � AOMI=ORaZ n
Day of September
2005
I Gam. O 1
R0hEATJ. IRO IN N, Rcgister of Deeds

. kr
Rig D �4(�(s�lf�4P8C1�
A� losL # 291_335 NKA 2242P.1(10: 1320
EXHIBIT A
to General Warranty Deed from
PK&A Investment Group, LLC, Grantor
to Salty Dog Convenience Stores, LLC, Grantee
A certain tract or parcel of land lying and being in f Jw Cr�eeklfwttshi�i; Biwisiuiek County, North
Carolina, and being a part of that tract as described in Deed Book�4330, ftt;579, in the records of the
Brunswick County Registry, and being more particularly described as follows
Beginning on a right of way monument located at the intersection of the eastern right of way of Ploof
Road (S.R. 1566, 60 ft. public right of way) and the southern right of way of U.S. Hwy 17 (340 foot
public right of way): Proceed thd&ec th the eastern righ of Wayof Ploof Road S 40-03-11 E 100.57
feet to an existing iron rebar, thence 513�-2Y'-d��E$6-Qfee�ttan iron; thence leaving said right of
way and with a new line N 55-32. 455,6 're t t an exi�ting�imn pipe; thence N 83-50-19 W 441.50
it i\ �.:�.
feet to an existing iron pipe in tAkV them nghf_a§wayc �fU.S. Hwy 17; thence with said right of way
S 55-21-41 W 130.35 feet to the point of beginning and c'bk wining 1.912 acres according to a survey by
Hanover Design Services, P.A., in April of 1999.
All bearings relative to Deed Book 428 at Page 579.
>0 rga"l-
��o-�rni�ru�n
4*'�
VvgX1-
459512.t)GM.19392.T22631 �

State Stormwater Management Systems
Permit No. SW8 051204
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
Mr. James Martin Finian & Salty Dog Convenience Stores, LLC
Salty Dog's at Waterford
Brunswick 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 January 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 42,520 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 built -upon area available for
future development in this permit.
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 051204
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a.
Drainage Area, acres:
1.27
Onsite, ft :
55271
Offsite, ft2:
0
b.
Total Impervious Surfaces, ft2:
42520
C.
Design Storm, inches:
1
d.
Pond Depth, feet:
3.5
e.
TSS removal efficiency:
90%
f.
Permanent Pool Elevation, FMSL:
24.0
g.
Permanent Pool Surface Area, ft2:
4319
h.
Permitted Storage Volume, ft3:
4817
i.
Temporary Storage Elevation, FMSL:
24.95
j.
Controlling Orifice:
1 "O pipe
k.
Permitted Forebay Volume, ft3:
1001
I.
Receiving Stream/River Basin:
Jackeys Creek 1 Cape Fear
M.
Stream Index Number:
18-77-3
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 051204
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 051204
1.3. 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 17`h day of January, 2006.
NORTH AROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
13
for Alan . 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 051204
Salty Dog's at Waterford
Stormwater Permit No. SW8 051204
Brunswick County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
(Project)
for _(Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 051204
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
Delaney Aycock, Brunswick County Building Inspections
Page 7 of 7

STROUD ENGINEERING, P.A.
102-D Cinema Drive
WILMINGTON, NC 28403
To LL� r � �/ `[phone]
WE ARE SENDING YOU 17j1 Attached ❑ Under separate cover via
a
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
LLIEVITIEN OF
DATE O O I
'°r u" �u
ATTE3V OPS
(�
fJ
RE:
f o171C
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
t
1
JJ
a1 /i cfl`••n
THESE ARE TRANSMITTED as checked below:
xFor approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FORBIDS DUE
REMARKS
0 Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNEDz:
If enclosures are not as noted, kindly notify us at once.

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
January 10, 2006
NCDENR
Attn: Rob Gordon
127 Cardinal Drive
Wilmington, North Carolina 28405
Re: Salty Dogs at Waterford
Brunswick County
Dear Rob,
Please find the attached revised application for the Salty Dogs at Waterford convenience store
in Brunswick County. Changes made reflect those requested in a 12/14/05 fax. Please feel free to
contact me with any questions or concerns.
Respectfully Yours,
Luke Menius
Attachments
File: F:/masterlpw60lhvpolgordon.wpd
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY, 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

FILE MODE
--------------
627 MEMORY TX
OPTION
COMMUNICATION RESULT REPORT ( DEC.14.2005 12:17PM )
TTI
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
ADDRESS (GROUP)
98150593
P. 1
NCDENR WIRO
PAGE
----------P -1i1
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
FAX COVER SHEET
Date: December 14, 2005 No. of Pages:4
1
To: Luke Menius From: Robert Gordon
Express permitting se 906n
Company: Stroud Englneering FAX # [phone]
FAX M 910-815-0593 Phone [phone]
DWQ Stormwater Project Number:SW8 051204
Project Name: Salty Dog's at Waterford
MESSAGE:
Below are just a few minor items necessary for the Salty Dog's SW permit, I am
not planning to send a formal request for additional information so this fax will be
all the correspondence you will receive. Let me know If you have any questions.
1. Your cover letter is correct, Salty Dog Convenience Stores, LLC is a
member managed LLC. He is listed as a member with the Secretary of
States Office - so for this type of LLC, his title should be
member/manager (the manager title is reserved for manager managed
LLC's). , If you could make that change on the application — also there has
been several changes to the title, to avoid confusion I would appreciate a

FAX COVER SHEET
Date: December 14, 2005 No. of Pages: 1
To: Luke Menius From: Robert Gordon
Express permitting se gtio�n
Company: Stroud Engineering FAX # [phone]
FAX #: [phone] Phone # [phone]
DWQ Stormwater Project Number:SW8 051204
Project Name: Salty Dog's at Waterford
MESSAGE:
Below are just a few minor items necessary for the Salty Dog's SW permit. I am
not planning to send a formal request for additional information so this fax will be
all the correspondence you will receive. Let mew if you have any questions.
Your cover letter is correct, Salty Do�(Convenience Stores, LLC is a
member managed LLC. He is listed as a member with the Secretary of
LC, his title should be
States Office -so for this ty
member/manager (the mana4r title is reserved for manager managed
LLC's). If you could make that change on the application — also there has
been several changes to the title, to avoid confusion I would appreciate a
new page 1 of the applic/ttotal
correct title.
2. On page 2 of the applicae area appears to be incorrect. It is
listed as 1.27 acres, whe tract area on sheet 1 of the drawing is
listed as 1.91 acres. Plethis correction.
3. There is a very slight diVrawings
n a couple of #'s. The DA is listed on
the application as 5537eet 1 of the drawings and the calcs list it
as 55271. Similarly, this listed as 42625 on the application,
but 42520 is listed on thand calcs.
4. Sheet 4 of the application is not initialed. Unfortunately, this is a signature
page, so to avoid having to get another signature, just let me know when
you are going to drop off the above items and you can initial the original
when you come. The title will have to be corrected on this page as well.

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
December 7, 2005
NCDCNR
Attn: Cameron Weaver
127 Cardinal Drive
Wilmington, North Carolina 28405
Re: Salty Dogs at Waterford
Brunswick County
Dear Cameron,
Please find the attached submittal package for the Salty Dogs at Waterford convenience store
in Brunswick County. It is scheduled to be reviewed on 12/8/05.
The issue regarding the address and status of Mr. Gilbert is in the process of being resolved.
I have attached a copy of the signed form that is being filed in Raleigh. This is a member managed
LLC. Mr. Gilbert is a member and; therefore, a manager. If this title is incorrect, let me know and I
can come by and change it on the application.
I feel that all other issues that we discussed have been addressed, but feel free to contact me
with any other questions or concerns.
Respectfully Yours,
Luke Mcnius
Attachments
File: F:/master/pw60lhvpdhveaver2.wpd
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 102-0 CINEMA DRIVE 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON; NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]
on

Permit Number SW8051204
Central Files: APS SWP
12/08/05
Permit Tracking Slip
Program Category
Status Project Type
State SW
In review New Project
Permit Type
Version Permit Classification
State Stormwater
Individual
Primary Reviewer
robert.gordon
Permitted Flow
Permit Contact Affiliation
Facility
Facility Name Major/Minor Region
Salty Dog's at Waterford Minor Wilmington
Location Address County
9413 Ploof Rd Brunswick
Leland NC 28451 Facility Contact Affiliation
James Gilbert, Manager
7028 Finian Dr
Wilmington NC 28409
Owner
Owner Name Owner Type
Salty Dog Convenience Stores LLC Non -Government
Owner Affiliation
James Gilbert, Manager
7028 Finian Dr
Wilmington NC 28409
Dates/Events
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
12/07/05
Regulated Activities Re uested/Received Events
Deed restriction requested
Deed restriction received
Ouffall NULL
Waterbody Name Stream Index Number Current Class Subbasin

STROUD ENGINEERING, P.A.
102-D Cinema Drive
WILMINGTON, NC 28403
��»
l vG PE, sis-os
TO
WE ARE SENDING YOU Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
1ITCTUIEN ©IF 4 o G LJVMUTTMIL
DATE
1- ! . 0 S'
JOB N,O
ATTENTION
7 SGI �-
RE:DID
I s
` - 1 p0
the fo ems:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
Z
r4�f
THESE ARE TRANSMITTED as checked below:
F For approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
Cl Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
eJ`LL-'_ ' - &L­'
VA
COPY TO
SIGNED:
!f enclosures are not as noted, kindly notify us at once.

t t.\

> .1 e L ANA Pre- e
NCDENR
S/ North Carolina Department of Environment and Natural Resources
O 127 Cardinal Drive, Wilmington NC 28405 [phone] FAX [phone]
Request for Express Permit Review
FILL-IN all information below and CHECK required Permit(s).
FAX or email to Cameron. Weaver(a)ncmail.net along with a narrative and vicinity map of the project location.
Projects must be submitted by 9:00 A.M. of the review date, unless prior arrangements are made.
APPLICANT Name_
Company S;- o, L [
Ade City/State NC Zip
Phone q lo - 5 7-0 - 3u 3i Fax Email
PROJECT Name S6 / -v Peg,; a� Ua�'r r e,)
z8 V'V C1 County IUN,
PROJECT SYSTEM(S) TRIBUTARY TO (STREAM NAME) Cape Fear RIVER BASIN
ENGINEER/CONSULTANT
Company Luke Menius(�! Stroud Engineering, PA _
Address 102 D Cinema Drive ^ CitylState_ Wilmington, NC Zip 28403 County New Hanover
Phone [phone] Fax [phone] Email Imenius strouden ineer.com
State or National Environmental Policy Act (SEPA, NEPA) - EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN Determination; # of stream calls; Stream Name
0 STORMWA TER ❑ Low Density 2 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 Isolated 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: Acre(s)
USA COE Approval of Delineation completed ❑ Yes ® No
404 Application in process w/USACOE ❑Yes ®No I Permit received from USACE ❑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.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LQS $
401 $ Total Fee Amount $

Stormwater and Erosion Control Project Narrative
Salty Dogs at Waterford
P W-601
11/22/2005
Project Summary
The purpose of this project is to construct a convenience store on the subject 1.9 acre site. The site
is located on the comer of Ploof Road and Hwy. 17. The project falls within the jurisdiction of Leland
Planning and Zoning Department.
Adjoining Property
The site is bounded to the west by US 17 and Ploof Road. The southeastern boundary is shared
with a commercial property. The northern boundary is adjacent to residential land use.
Soils
Soils on site are mapped in the Brunswick County Soil Survey as Torhunta.
Proposed Erosion and Sedimentation Control Practices
Several practices to control erosion and sedimentation will be utilized for this project. First, 2
temporary sediment traps will be installed. Temporary diversions will be utilized to ensure runoff reaches
the traps and avoids running offsite prior to treatment. Rip -rap aprons will be installed as energy
dissipaters adjacent to flared end sections. Lastly, vegetation will be required within 15 days of cease of
activity on all disturbed soils to control erosion. Please refer to the site plan for locations of these
measures.
Proposed Stonnwater Management Practices
Stormwater will be collected via a system of drop inlets and RCP and conveyed to a wet detention
basin. From there, stormwater will be drawn down through the basin outlet structure and piped to Jackey's
Creek. An emergency outlet structure will provide for the release of stormwater in excess of the 1 inch
design storm. The conceptual layout of the site seeks to minimize the impact on the natural drainage
features on the site and provide an environmentally ft'iendly design.

TopoZone - The Web's Topographic Nlap
Page 1 Of 1
�a�yrgll7 t32!C3Ryo ACade l:c i ��.� • •i C ; dL(7_f� �� �:
•l S ` 4 �
Radio
ll `• �-� `ter � � - { � 't�ht 29,E � �
`�f 4�� �rr it �' �'- w'7� •� �ObVB7
�OAt
O (�
z —
.r
-� ' ��4 ,�•,�' -�-� � �� � ,.._- _ �' ..�a..=�'- - - ?� - 'fir �=
�. �� 11�t .r-�� _��, t 1�,�� �_ r•.. Imo'', �J/f'��`��. _� it ti� f lx..,
0 0.3 0.6 0.9 1.2 1.5 kra
0 0.1 0.2 0.3 0.4 0.5 mi
Map center is 3411 12' 58"N, 781 01' OTV (WGS84/NAD83)
Winnabow quadrangle 1V1--8,909
Projection is UTM Zone 17 NAD83 Datum G=1.678
llttp://www.topozoiie.cot-n/print.asp?z=17&i1=3 790125.99874739&e=774677.000297371 &s... 8/4/2005

t�yvw 42 6fi6.00 70
rirx;i_'st.c:t of. Deeds
s,.,a.. 9: Bruniwiuk L'_isszty -.
'�,t,CON '�tAr�r,�-i E.c'�se�`a;x kutr-rt' J. NoUi�uon 4"J.t'or;n l.iitl
7.2
.. Itt:;t'.
� cf•4; �?�� f 1, �f�r-''
t=
1 I
ml1
dmvm
%�0
1
, 01
O1
V1
0if[11
NORTH CAROLINA GENERAL WARRANTY DEED
Revenue Stamps: 16$ 66.00 Uj ^� G
0-� � � a a
Account No.: Pafcel Ti#ai 'U P-�vo.: 0470004 01
Mail after recording to: Allen, MacDonald & Davis, PLLC, 1508 Military Cutoff Road, Suite
102, Wilmington, NC 28403
This ins -ument was prepared4by:rD vid G.-Martin of Manning, Fulton & Skinner. P.A.
Brief descrrptijOn, or!lherii,dex: - 1.912 Acres, Ploof Road
THIS DEED made this a ,i-day of September, 2005 by and between
GRANTOR
PK&A 1NXESTMENT GROUP l.L�' a
North Carolisa�Iimitealiabil"' ompaay
r�r �
GRANTEE
SALTY DOG CONVENIENCE STORFS,LLC a
North Carolina limited liability company
6726 Netherlands Drive, Suite 300
Wilmington, NC 28405
The designation Grantor and Grantee as used herein shall include said parties, their heirs, Successors,
and assigns, and shall include singular, plural, masculine, feminine or neuter as required by context
WITNESSET �� ar €h4i�I [1r for a valuable consideration paid by the Grantee, the receipt of
which' !herIL
e+ ^�kn`owled and by these presents does grant, bargain, sell and convey unto
the Grantee in t eisimple4,all that certain lot or parcel of land situated in Brunswick County, North
Carolina and more part rally described as follows;
See Exhibit A attached hereto and incorporated herein by reference.
44 N1i 2. [)GM� t 9jq l'-d 6l Y'�
L-J �

n
� 4irJP�
rig\
'( 2% [--wt_ It 291tt3!; tk,ok 2242P.-#9r: .131,9
The property hereinabove described was acquired by Grantor by instrument recorded in Book 2046,
page 446, Brunswick County Registry.
TO HAVE AND Te HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
a _thereto belio gi g,*the Grantee in fee simple.
AM. Graritiyr-cdVel3ants with the Grantee, that Grantor is seized of the remises in fee simple, has
the ngittlidic-yey the same in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor aril] warrant and defend the title against the lawful claims of all
persons whomsoever except for the exceptions hereinafter stated.
Title to the property hereinabove described is subject to the following exceptions:
w\lb
V CC;��ricticu2'aad easements of record affecting said property and to 2005 ad valorem
f
o taites aP.4 FTC.,,
IN WITI ESS WHEREOF, the Grantor has hereto set his hand the day and year first above
written.
PK&A INVESTMENT GROUP, LLC
�r�rJ�c�lJ BY-
L Cb/riw-& Philip�Kri/s, nage
STATE OF NORTH CAROLNA i
COUNTY OF, NEW HANOVIER
a Notary Public of the aforesaid County and State,
do hereby ce'tiq.. `i Ph`lizR,. Kreus 9Eanaker of PK&A INVESTMENT GROUP, LLC, a North
Carolina lintttcd liability company; Pc{sonally appeared before me this day and acknowledged the
due execution of the foregoing instrument,
WITNESS my hand and notarial seal, this., " day of September, 2005.
'Ny. commission expi7s _ yco
�`i:? "4itttcu:eaia
(i�1:F1SEAc,�PL�e R 0:
C,rfA 6 iv
:"��; VBLI
439512.rKi M,19.i92 n,2R1i,-,
STATE OF NORTH CAROL114-A �, r, d6h�Sih��Lta.ra
COUNTY OF BRUNSWICK VIeeR O t4CGEE
The Foregoing (or annexed) Certificate(s)of
Notary(ies) Public is (are) Certified to be Correct. 23rd September 2005
This Instrument was Filed for Registration oii',t_his Days oG '.-N _
in the honk and page shown on the First Page Iie�c�gF.
�� [� ?f :lia;'�L"It'�= �RZ) E J. RO SIN N, Register of Decd+

ncs �wrt
00�Gli7��,,�7 .-
EXHIBIT icssS 3 29133S 1320
to General Warranty Deed tram
PK&A Investment Group, LLC, Grantor
to Salty Dog Convenience Stores, LLC, Grantee;;,,
-c p
A certain tract or parcel of land lying and being in Town Creek Township, Fn r�runs�t�ck C nty, i\foixfr°
Carolina, and being a part of that tract as described in tweed Book 438, Page 579, in the reordg tt
Brunswick County Registry, and being more particularly described as follows:
Beginning on a right of way monument located at the intersection of the eastern right of way of Ploof
Road (S.R, 1566, b0 R. public right of way) and the southern right of way of U.S. Hwy 17 (340 foot
public right of way)YPxgceed thence withthe elasi�m right of way of P1oofRoad S 40-03-11 E 100.57
feet to an existing iron rebar, tr,ce i-49 E 186.97 feet to an iron; thence leaving said right of
way and with a-
45SN�5L%et,tp an existing iron pipe; thence N 83-50-19 W 441.50
feet to an existing{irbti pope m t 'saw-V riht of way of U.S. Hwy 17; thence with said right of way
S 55-21-41 W 130.35 feet to the point WWgiHning and containing 1.912 acres according to a survey by
Hanover Design Services, P.A., in April of 1999.
All bearings relative to Deed Book 428 at Page 579.
4595 i2.nGM,19392.M631

18
STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-0 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
November 22, 2005
NCDENR
Attn: Cameron Weaver
127 Cardinal Drive
Wilmington, North Carolina 28405
Re: Salty Dogs at Waterford
Brunswick County
Dear Cameron,
Please find the attached submittal package regarding the request for review of the high
density stormwater plan for the Salty Dogs at Waterford convenience store in Brunswick County.
Please feel free to contact me with any questions or concerns.
Respectfully Yours,
Luke Menius
Attachments
File: F1master/p%60I/wpd/weaver.wpd
107 COMMERCE ST.
SUITE 8
GREENVILLE, NC 27858
[phone]
102-0 CINEMA DRIVE
WILMINGTON, NC 28403
[phone]
HESTRON PLAZA TWO
151-A HVV Y. 24
MOREHEAD CITY, NC 28557
(252) 2,17-7479

STROUD ENGINEERING, P.A.
102-D Cinema Drive
WILMINGTON, NC 28403
[phone]
TO jG(pz�c' jV Y\
WE ARE SENDING YOU FJ Attached ❑ Under separate cover via
L) Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
onrE
ArrFNTION
the following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
ram/ p [gyp JDESCRIPTION
VeY,
THESE ARE TRANSMITTED as'checked below:
❑ For approval
X For your use
❑ As requested
❑ For review and comment
❑ FOR BIDS DUE
REMARKS
© Approved as submitted
❑ Approved as noted
❑ Returned for corrections
P,
0 Resubmit copies for approval
© Submit copies for distribution
n Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
If enclosures are not as noted, kindly notify us at once.

NCDENR
STORMWATER AND
EROSION CONTROL PLAN
SALTY DOGS
AT
WATERFORD
March 16, 2006
CLIENT: SALTY DOG CONVENIENCE
7028 FINIAN DRIVE
WILMINGTON, NC 28409
4
STROUD ENGINEERING, P.A.
102 D CINEMA DRIVE
WILMINGTON, N.C. 28403
[phone]
File f:lmasterlpw-601Iwpolecpcov.wpd

Stonnwater and Erosion Control Project Narrative
Salty Dogs at Waterford
PW-601
3/ 16/06
Project Summary
The purpose of this project is to construct a convenience store on the subject 1.9 acre site. The site
is located on the corner of Ploof Road and Hwy. 17. The project falls within the jurisdiction of Leland
Planning and Zoning Department.
Adjoining Property
The site is bounded to the west by US 17 and Ploof Road. The southeastern boundary is shared
with a commercial property. The northern boundary is adjacent to residential land use.
Soils
Soils on site are mapped in the Brunswick County Soil Survey as Torhunta.
Proposed Erosion and Sedimentation Control Practices
Several practices to control erosion and sedimentation will be utilized for this project. First, 2
temporary sediment traps will be installed. Temporary diversions will be utilized to ensure runoff reaches
the traps and avoids running offsite prior to treatment. Rip -rap aprons will be installed as energy
dissipaters adjacent to flared end sections. Lastly, vegetation will be required within 15 days of cease of
activity on all disturbed soils to control erosion. Please refer to the site plan for locations of these
measures.
Proposed Stormwater Management Practices
Stormwater will be collected via a system of drop inlets and RCP and conveyed to a wet detention
basin, From there, stonmwater will be drawn down through the basin outlet structure and piped to Jackeys
Creek. An emergency outlet structure will provide for the release of stormwater in excess of the I inch
design storm. The conceptual layout of the site seeks to minimize the impact on the natural drainage
features on the site and provide an environmentally friendly design.

POND 1
NCDENR
PROJECT: SALTY DOGS AT WATERFORD
PROJECT* PW601
DATE: 11115/05
REVISED 3/16/2006
TOTAL DRAINAGE AREA (AC) = 1.34 58155 SF
PROPOSED IMPERV AREA (AC)= 1.12 48775 SF
% IMPER AREA = 0.839
BUILDINGS
PARKING LOTISIDEWALK
PROPOSED PERVIOUS AREA (AC)= 0.22
% PERVIOUS = 0.161
STATE REQUIRED STORAGE FOR 1ST IN OF RAINFALL
RUNOFF = 0.05 + 0.009 X %IMPERV =
RUNOFF = 0.804836214
REQUIRED VOLUME = 1.0 IN X RUNOFF X AREA X 48775 SFIACII2 INIHR
VOLUME (CF) = 3900
STATE REQUIRED SURFACE AREA
90 % TSS REMOVAL
5 FT DEEP POND, 83.9% IMPERVIOUS
SAIDA = . 6.01
SURFACE AREA (SF) =SAIDA X AREA X 48775/100 13495
USE PREDEVELOPMENT C = 0.20
USE FULLY DEVELOPED C = 0.95
PROPOSED COMPOSITE "C" _ .95 X .84 + .25 X .16
INTENSITY WITH 60 MIN TC (PRE)
INTENSITY WITH 30 MIN TC(pp$T)
1 YR INTENSITY(IN1HR)=
1.33
1.93
10 YR INTENSITY(INIHR)=
2.52
3.64
1 YR. PREDEVELOPMENT FLOW O = CIA
Qpre(CFS) =
0.4
C = 0,20
1 (INIHR) = 1.33
A = AREA(AC) = 1,34
1 YR. POST DEVELOPMENT FLOW Q =
CIA
Qpost(CFS)
F 2.1
C = 0.83
1 (INIHR) = 1.93
A = AREA(AC) z 1.34
10 YR, PREDEVELOPMENT FLOW Q = CIA
Opre(CFS) =
0.7
C = 0.20
1 (INIHR) = 2.52
A = AREA (AC) 1.34
10 YR. POST DEVELOPMENT FLOW Q = CIA
Opost(CFS) =
4.0
C = 0.83
1 (INIHR) = 3.64
A = AREA(AC) =1.34
POND DIMENSIONS AND VOLUMES BELOW
PERMANENT POOL
ELEV. SA FOREBAY
VOL FOREBAY
SA POND
VOL POND CUM VOL
(FT) (SF)
(CF)
(SF)
(CF) (CF)
19
0
20 0
0
22
11 11
21 0
0
143
94 105
22 19
10
368
327 441
23 355
187
1125
931 1559
24 1111
733
2238
2244 4536
TOTAL
930
TOTAL
3606 4536
% FOREBAY
20A9
POND DIMENTIONS AND VOLUMES ABOVE PERMANENT POOL
ELEV. SA POND
INCREMENTAL
CUM VOL
(FT) (SF)
VOL (CF)
(CF)
24 3495
24.5 3936
1858
1858
25 4404
2085
3943

STPJE REQUIRED STORAGE (CF) = 3900
STATE STORAGE DEPTH= 0.99
` STATE STORAGE POND ELEVATION = 24.99
DRAWDOWN TIME (2-5 DAY)
TOTAL STORAGE (CF) = 3900
2 DAY FLOW (CFS) = 104901(2 X 24 X 60 X 60) = 0,022571976
5 DAY FLOW (CFS) = 109401(5 X 24 X 60 X 60) = 0.009028791
Q=AXCd(2XGXH)".5 A=AREA
Cd = ORIFICE COEFF. = 0.6
G = GRAVITY = 32.2 FISEC^2
H=HEIGHT(FT) 0.99
2 DAY AREA
A = Q/(Cd(2 X G X H)^.5 (SF) 0.00667 DIAMETER (IN) _
5 DAY AREA
A = 0I(Cd(2 X G X H)^.5 (SF) 0.00267 DIAMETER (IN) _
DRAWDOWN ORIFICE IS 1.0 INCHES IN DIAMETER
DRAWDOWN RATE(CFS) = 0.01846
DRAWDOWN TIME (DAY) 2.4
EMERGENCY SPILLWAY DESIGN
Q = 3.3LH^1.5 10 YR Q(CFS)= 4.0
L(FT)=?
H (FT) = 0.25
LENGTH (FT) = 10
SEDIMENT TRAP 1
DISTURBANCE AREA (AC) = 0.27
❑RAINAGE AREA= 0.27
Te=5MIN
I = 7.23 INIHR
C = 0.20
Q = CIA = 0.39 CFS
REQUIRED SURFACE AREA (SF)= .01"0 =
i
170
an
0.70

REQUIRED STORAGE = 1800CFIAC
REQUIRED STORAGE (CF) _
TRAP SIZE
DEPTH 3
WIDTH 10
LENGTH 35
SURFACE AREA =
VOLUME PROVIDED
SEDIMENT TRAP 2
DISTURBANCE AREA (AC) _
D RAI NAG E AREA:
T�=5MIN
1 = 7,23 INIHR
C = 0.20
Q = CIA =
REQUIRED SURFACE AREA (SF)=
REQUIRED STORAGE = 1800CFIAC
REQUIRED STORAGE (CF) =
TRAP SIZE
USE POND
486
350 - REQUIRED, THEREFORE OK
525 >= REQUIRED, THEREFORE OK
1.27
1.27
1.84 CFS
.01'Q = 800
2286
SURFACE AREA = 4891 >= REQUIRED, THEREFORE OK
VOLUME PROVIDED = 5970 >= REQUIRED, THEREFORE OK

STORM DRAINAGE DESIGN SHEET
PROJECT: SALTY DOG Q WATERFORD
LOCATION BRUNSWICK
FREQUENCY:
COMPUTED BY: DLM
CHECKED BY:
25 YR G= 326 H = 25
DATE:
SHEET
PIPE TYPE: RCP
03116fO6
1 OF 1
n: 0.013
LOCATION: AREA (ACRESY I O=CIA CFS PIPE DATA
TIME OF Ic (INIHR) C RUNOFF BASIN BASIN SLOPE DIAMETER SIZE V FULL LENGTH SEGMENT UPPER LOWER UPSTRE HWID
FROM TO STATI01• SUBTOTAL TOTAL CONC{MIN) INTENSIT COEFF. SUBTOTATOTAL % THEO(IN) (IN) (FPS) (FT) TIME(MIN) INV(FT) INV(FT) TOP EL.(FT)
DRIVEWAY CULVERT

STROUD ENGINEERING, P.A.
102-D Cinema Drive
WILMINGTON, NC 28403
,p(910) 815-0775
TO
WE ARE SENDING YOU > Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
LJ l.J m LJ LJ OF LJ 6 �M LJ V L1 D LJ UL I!�l
DATE
JOB NO.
ATTENTION
♦ I
RE:
fG I po s c-P
S�� o�J2o
the following items:
❑ Samples ❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
�
aef
Z39 01 iza
THESE ARE TRANSMITTED as checked below:
)4 For approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
71
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED:
If enclosures are not as noted, kindly notify us at once.
0

F
-
w

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
March 16, 2006
NCDENR
Attn: Linda Lewis
127 Cardinal Drive
Wilmington, North Carolina 28405
Re: Salty Dogs at Waterford
Brunswick County
Dear Ms, Lewis,
Please find the attached submittal package regarding the request for review of the high
density stormwater plan for the Salty Dogs at Waterford convenience store in Brunswick County.
This project was originally review and permitted under the fast track program as SW8
051204. Subsequent revisions, namely the addition of parking area has prompted this revision to the
stormwater plan. The extent of the changes to stormwater infrastructure is limited to some minor
grade revisions and the deepening of the pond.
Thank you in advance for your attention to this matter. Please feel free to contact me with
any questions or concerns.
Respectfully Yours,
Luke Menius, El
Stroud Engineering, PA
Attachments
File: F:/mas1er/pw601/wpollewis.wpd
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY.24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

Project No. SW8 5 /.� Dv- /�4 , 0F1AT§
Project Name e 1�•, Lai y a t- •aaf"C'trFh'�' p
O� G
ssa.'c County r
Dear
The Wilmington Regional Office of the Division of Water Quality received
your stormwater application and $420.00 fee on / 7 w
Your project will be reviewed within 75 days of receipt, and you will be
notified if additional information is needed. Please be advised that the
construction of built -upon area may not commence until the stormwater
permit is issued.
If you have any questions, please contact any member of the stormwater
review staff in the Wilmington Regional Office at [phone].
Date Sent;Beverly Rivenbark

NCDENR
STORMWATER AND
EROSION CONTROL PLAN
SALTY DOGS
AT
WATERFORD
December 7, 2005
CLIENT: SALTY DOG CONVENIENCE STORES, LLC
7028 FINIAN DRIVE :'7.
���".,�!;'o
WILMINGTON, NC 28409
STROUD ENGINEERING, P.
102 D CINEMA DRIVE
WILMINGTON, N.C. 28403
[phone]
C'jV�D
DEC 0 7 2005
BY:
4 �
2OG43
:F Q�
•:�yJFLZ�-p,�G��
ddJYC; 6'�
A.
File f:lmasterlpw-6011wpolecpcov.wpd

Stormwater and Erosion Control Project Narrative
Salty Dogs at Waterford
P W -601
l 1 /22/2005
Project Summary
The purpose of this project is to construct a convenience store on the subject 1.9 acre site. The site
is located on the comer of Ploof Road and Hwy. 17. The project falls within the jurisdiction of Leland
Planning and Zoning Department.
Adjoining Property
The site is bounded to the west by US 17 and Ploof Road. The southeastem boundary is shared
with a commercial property. The northern boundary is adjacent to residential land use.
Soils
Soils on site are mapped in the Brunswick County Soil Survey as Torhunta.
Proposed Erosion and Sedimentation Control Practices
Several practices to control erosion and sedimentation will be utilized for this project. First, 2
temporary sediment traps will be installed. Temporary diversions will be utilized to ensure runoff reaches
the traps and avoids running offsite prior to treatment. Rip -rap aprons will be installed as energy
dissipaters adjacent to flared end sections. Lastly, vegetation will be required within 15 days of cease of
activity on all disturbed soils to control erosion. Please refer to the site plan for locations of these
measures.
Proposed Stormwater Management Practices
Stormwater will be collected via a system of drop inlets and RCP and conveyed to a wet detention
basin. From there, stormwater will be drawn down through the basin outlet structure and piped to Jackeys
Creek. An emergency outlet structure will provide for the release of stormwater in excess of the I inch
design storm. The conceptual layout of the site seeks to minimize the impact on the natural drainage
features on the site and provide an environmentally friendly design. ,

PROJECT: SALTY DOGS AT WATERFORD
PROJECT #: PW601
DATE: 11/15/05
POND 1
NCDENR
TOTAL DRAINAGE AREA (AC) = 1.27 55271 SF
PROPOSED 1MPERV AREA (AC)= 0.98 42520 SF
% IMPER AREA = 0.769
BUILDINGS
PARKING LOTISIDEWALK
PROPOSED PERVIOUS AREA (AC)= 0.29
% PERVIOUS = 0.231
STATE REQUIRED STORAGE FOR 1ST IN OF RAINFALL
RUNOFF = 0,05 + 0.009 X %aIMPERV =
RUNOFF = 0.742370321
REQUIRED VOLUME = 1.0 IN X RUNOFF X AREA X 43560 SFIACII2 INIHR
VOLUME (CF) = 3419
STATE REQUIRED SURFACE AREA
90 % TSS REMOVAL
3.5 FT DEEP POND, 73% IMPERVIOUS
SAIDA = 7.7
SURFACE AREA (SF) =SAIDA X AREA X 43560/100 14256 W�
USE PREDEVELOPMENT C = 0.20
USE FULLY DEVELOPED C = 0.95
PROPOSED COMPOSITE "C = .95 X .77 + .25 X .23
INTENSITY WITH 60 MIN TC)PRE)
INTENSITY WITH 30 MIN Tc(POST)
1 YR INTENSITY(INIHR)=
1,33
1.93
10 YR INTENSITY(INIHR)=
2.52
3.64
1 YR. PREDEVELOPMENT FLOW Q = CIA
Qpre(CFS) =
0.3
C = 0.20
1 (INIHR) = 1.33
A = AREA(AC) = 1.27
1 YR. POST DEVELOPMENT FLOW Q =
CIA
Qpost(CFS)
F 1.9
C = 0.78
1 (INIHR) = 1.93
A = AREA(AC) = 1.27
10 YR. PREDEVELOPMENT FLOW Q = CIA
Qpre(CFS) =
0.6
C = 0.20
1 (INIHR) = 2.52
A = AREA (AC) 117
10 YR. POST DEVELOPMENT FLOW Q = CIA
Qpost(CFS) =
3.6
C = 0.78
1 (INIHR) = 3.64
A = AREA(AC) = 1.27
POND DIMENSIONS AND VOLUMES BELOW
PERMANENT POOL
ELEV. SA FOREBAY
VOL FOREBAY
SA POND
VOL POND CUM VOL
(FT) (SF)
(CF)
(SF)
(CF) (CF)
20.5 0
0
47
0 0
21 0
0
196
61 61
22 30
0
769
483 543
23 400
215
1707
1238 1996
24 1172
786
3010
2359 5141
TOTAL
1001
TOTAL
4140 5141
% FOREBAY
19.47
POND DIMENTIONS AND VOLUMES ABOVE
PERMANENT POOL
ELEV. SA POND
INCREMENTAL
CUM VOL
(FT) (SF)
VOL (CF)
(CF)
24 4319
24.5 4811
2283
2283
25 5326
2535
4817
STATE REQUIRED STORAGE (CF) =
3419

STATE STORAGE DEPTH= 0.95
STATE STORAGE POND ELEVATION = 24.95
DRAWDOWN TIME (2.5 DAY)
TOTAL STORAGE (CF) = 3419
2 DAY FLOW (CFS) = 10490/(2 X 24 X 60 X 60) =
5 DAY FLOW (CFS) = 10940/(5 X 24 X 60 X 60) =
0=AXCd(2XGXH)^.5 A=AREA
Cd = ORIFICE COEFF. = 0.6
G = GRAVITY = 32.2 F/SEC"2
H=HEIGHT(FT) 0.95
2 DAY AREA
A= Q/(Cd(2 X G X H)^.5 (SF)
0.00597
5 DAY AREA
A = 0!(Cd(2 X G X H)".5 (SF)
0.00239
DRAWDOWN ORIFICE IS 1.0INCHES
IN DIAMETER
DRAWDOWN RATE(CFS) =
0.01808
DRAWDOWN TIME (DAY)
2.2
EMERGENCY SPILLWAY DESIGN
Q = 3.31-1-111.5
LENGTH (FT) =
SEDIMENT TRAP 1
DISTURBANCE AREA (AC) _
DRAINAGE AREA=
Tc=5MIN
I = 7.23 INIHR
C = 0.20
10 YR Q(CFS)= 3.6
L (FT) = 7
H (FT) = 0.25
9
Q = CIA = 0.39 CFS
REQUIRED SURFACE AREA (SF)=
0.019787592
0,007915037
DIAMETER (IN) = 1.05
DIAMETER (IN) = 0.66
0,27
0.27
.01'Q = 170

REQUIRED STORAGE = 1800CFIAC
REQUIRED STORAGE (CF) _
TRAP SIZE
DEPTH
WIDTH
LENGTH
SURFACE AREA =
VOLUME PROVIDED =
SEDIMENT TRAP 2
DISTURBANCE AREA (AC) _
DRAINAGE AREA:
T,=SMIN
I = 7.23 INIHR
C = 0.20
Q=CIA
=
REQUIRED SURFACE AREA (SF)=
REQUIRED STORAGE = 1800CF/AC
REQUIRED STORAGE (CF) _
TRAP SIZE
USE POND
SURFACE AREA =
VOLUME PROVIDED =
486
3
10
35
350 - REQUIRED, THEREFORE OK
525 - REQUIRED, THEREFORE OK
1.27
L 27
1.84 CFS
.01*0 = B00
2286
4319 - REQUIRED, THEREFORE OK
5141 >= REQUIRED, THEREFORE OK

STORM DRAINAGE DESIGN SHEET
PROJECT: SALTY DOG @ WATERFORD COMPUTED BY: DLM DATE: 11101105
LOCATION BRUNSWICK CHECKED BY: SHEET 1 OF 1
FREQUENCY: 25 YR G= 326 H = 25 PIPE TYPE: RCP n: 0.013
)CATION: IAREA (ACRES) _ Q=CIA (CFS) PIPE DATA
TIME OF Ic (INlHR) C. RUNOFF BASIN BASIN SLOPE DIAMETER SIZE V FULL LENGTH SEGMENT UPPER LOWER UPSTREA HWID
OM TO STATIOP SUBTOTAL. TOTAL CONC(WN) INTENSIT' COEFF. SUBTOTA TOTAL % THEO(IN) ((IN) (FPS) (FT) TIMF(MlN INVfFT) I1,1V(F7) TOP EL(FT)
DRIVEWAY CULVERT
�n���
a�■ram
•�
��
®����a�mom=
,.
=�
������_��_��
�=ems
■���
��
��
�
�������.�
■.tee

ROADSIDE DITCH
Worksheet for Triangular Channel
Project Description
Worksheet
Triangular Channe
Flow Element
Triangular Channe
Method
Manning's Formula
Solve For
Channel Depth
Input Data
Mannings Coeffic
0.030
Slope 010000
ft/ft
Left Side Slope
0.33 V : H
Right Side Slope
0.33 V : H
Discharge
1.10 cfs
Results
Depth
0,45 ft
Flow Area
0.6 ft,
Wetted Perims
2.89 ft
Top Width
2,74 ft
Critical Depth
0.38 ft
Critical Slope 0,024386 ft/ft
Velocity
1.78 ft/s
Velocity Heed
0.05 ft
Specific Enerc
0.50 ft
Froude Numbi
0.66
Flow Type 3ubcritical
Project Engineer. Julie Tuten
c;lhaestadlfrrwlproject1.fm2 Stroud Engineering Company FlowMaster v6.0 [614b]
11/30/06 11:1&59 AM Q Haestad Methods, Inc. 37 Brookside (toad Waterbury, CT 06708 USA [phone] Page 1 of 1

Erosion Control Energy Dissipaters
Salty Dogs at Waterford
PW-601
11/22/2005
ENERGY DISSIPATER SIZING
Apron at FES 2
OUTFALL PIPE DIAMETER = 15" = 1.25'
FROM 25 YR PIPE DESIGN SHEET, VELOCITY = 2.35 FPS
ZONE 1 CLASS A APRON MATERIAL
LENGTH = 6 x DIAMETER = 6 x 1.25' = 7.5'
WIDTH = 3 x DIAMETER = 3 x 1.25' = 3.75'
Apron at FES 4
OUTFALL PIPE DIAMETER = 15" = 1.25'
FROM 25 YR PIPE DESIGN SHEET, VELOCITY = 2.35 FPS
ZONE 1 CLASS A APRON MATERIAL
LENGTH = 6 x DIAMETER = 6'x 1.25' = 7.5'
WIDTH =3xDIAMETER =3x1.25'=3.75'
Apron at FES 5
OUTFALL PIPE DIAMETER = 15" = 1.25'
FROM 25 YR PIPE DESIGN SHEET, VELOCITY = 3.72 FPS
ZONE 1 CLASS A APRON MATERIAL
LENGTH = 6 x DIAMETER = 6 x 1.25' = 7.5'
WIDTH =3xDIAMETER =3x1.25'=3.75'
Apron at FES 6
OUTFALL PIPE DIAMETER = 15" = 1.25'
FROM 25 YR PIPE DESIGN SHEET, VELOCITY = 5.26 FPS
ZONE 1 CLASS A APRON MATERIAL
LENGTH = 6 x DIAMETER = 6 x 1.25' = 7.5'
WIDTH = 3 x DIAMETER = 3 x 1.25' = 3.75'