SW8041130_HISTORICAL FILE_20050628 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0+ 30
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
205 06 28
YYYYMMDD

Michael F. Easley, Governor
William G._Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
June 28, 2005
Warren G. Bailey, Member
Bailey & Southstar, LLC
405-D Western Boulevard
Jacksonville, NC 28546
Subject: Stormwater Permit No. SW8 041130 Modification
Walgreen's Drugstore - Jacksonville, NC
High Density Project
Onslow County
Dear Mr. Bailey:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Walgreen's Drugstore - Jacksonville, NC on June 28, 2005. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW8 041130 Modification dated June 28, 2005, for the construction of the subject project.
This permit shall be effective from the date of issuance until June 28, 2015, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
--system fcr=-GNeration and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within thirty (30) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150E of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Rhonda Hall, or me at [phone].
Sincerely,
Ed Beck
Regional Supervisor
Surface Water Protection Section
ENB/rbh: S:\WQS\STORMWAT\PERMIT\041130 Mod.jun05
cc: Kent Harrell, Norris, Kuske & Tunstall Consulting Engineers, Inc.
Onslow County Building Inspections
Rhonda Hall
cWilmirigton Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/1 0% Post Consumer Paper
NorthCarolina
Mundy

State Stormwater Management Systems
Permit No. SW8 permit#
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
Warren G. Bailey, Bailey & Southstar, LLC
Walgreen's Drugstore - Jacksonville, NC
Onslow County
FOR THE
construction, operation and maintenance of both a dry detention basin and a sand filter
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 June 28, 2015, and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 and Section 1.7 on pages 3 and 4 of this
permit. The stormwater control has been designed to handle the runoff from
59,449 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.
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 8

State Stormwater Management Systems
Permit No. SW8 permit#
0
The following design criteria have been provided in the sand filter and must be
maintained at design condition:
a. Drainage Area, It':
0.83
Onsite, ft :
36,031
Offsite, ft2:
None
b. Total BLIA, ft2:
33,689
c. Design Storm, inches:
V
d. TSS removal efficiency:
90%
e. Depth, ft:
f. Width, ft:
g. Length, ft:
h. Bottom Elevation, FMSL:
i. Surface Area, ft2:
j. Storage Volume, ft3:
k. Top of Sand, FMSL:
I. Weir Elevation, FMSL:
m. Grate Elev., FMSL:
n. Controlling Orifice:
o. Receiving Stream/River Basin
p. Stream Index Number:
q. Classification of Water Body:
Sediment Chamber Sand Chamber
2.64
1.5
2.5
2.5
123.66
123.66
32.17
32.17
309
309
816
464
n/a
34.6
35.17
n/a
37.0
37.5
1 @4" 0
Mill Creek / White Oak
19-9
"SC, NSW"
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 permit#
7. The following design criteria have been provided in the dry detention basin and
must
be maintained at design condition:
a.
Drainage Area, Acres:
0.69
Onsite, ft :
30,000
Offsite, ftZ:
None
b.
Total Impervious Surfaces, ftZ:
25,760
C.
Design Storm, inches:
1
d.
Bottom Elevation, FMSL:
34
e.
Permitted Surface Area, ftZ:
2,007
f.
Permitted Storage Volume, ft3:
2,593
g.
Storage Elevation, FMSL:
36.3
h.
Controlling Orifice:
0.50" 0 pipe
i.
Additional BMP:
Grassed Swales
j.
Receiving Stream/River Basin:
Mill Creek / White Oak
k.
Stream Index Number:
19-9
I.
Classification of Water Body:
"SC, NSW"
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. Mowin.9 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.
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.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 permit#
5. 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.
6. 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.
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. 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.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. 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.
12. 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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 permit#
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 28`h day of June, 2005.
NORTH-CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
4 ` A an lime , P. irecto�r
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

AAC
NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
June 28, 2005
Ms. Rhonda Hall, Environmental Engineer
NC DENR
Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Walgreen's Drug Store
SW8 041130
Jacksonville, NC
NKT Project No. 03308
Dear Ms. Hall:
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
Please find enclosed two (2) copies of the revised calculations for the sand filter volume
and surface areas provided. Also enclosed are two (2) copies of revised plan Sheet
C4.5 depicting the cross sections on which -We calms.
Please contact us if you have any further questions or comments. Thank you for your
assistance on this project.
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEE , INC.
��011
Kent P. Harrell, P.E.
KPH/asn
03308 06-28-05-s-sw response-ttr
cc: Warren Bailey / Bailey & Southstar, LLC
Jason Hood / Dalton Moran Robinson Architecture, PLLC
902 Market Street • Wilmington, NC 28401-4733 0 Phone: [phone] • Fax: [phone]

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC,
June 22, 2005
Ms. Rhonda Hall
NC DENR
Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Permit Modification for SW8 041130 Issued 02-04-05
Walgreen's Drug Store
Jacksonville, NC
NKT Project No. 03308
Dear Ms. Hall:
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
JUN 2 S euO
Thanks for your timely review and phone call yesterday. This submittal is prepared
relative to the items we discussed. A list of the items (in italics) and my response
follows:
Item No. 1: The calculations list the weir elevation as 36.3 feet (for drainage structure
A2), however the detail on Sheet C4.1 shows the elevation as 36.8 feet.
Response: The detail has modified to display the weir elevation of 36.3 feet for
the structure A2 detail on Sheet C4.1. The enclosed "Extended Dry Detention
Basin Supplement" has been updated.
Item No. 2: A larger, drainage map with areas highlighted is needed.
Response: A 1" = 20' scale drainage map with highlighted areas and data is
enclosed. This is to replace all previous drainage maps.
Item No. 3: The original application lists 63,790 SF of impervious area, however the
current submittal lists 59,449 SF of impervious area. What accounts for the difference?
Response: Item 6 if the application is amended with the attached Drainage Area
Table (Drainage Area 3) to account for the entire 1.82 acre tract and the
impervious surface areas included.
The 63,790 SF of drainage area was the total amount of impervious
surface within the property boundaries. Of the 63,790 SF total, 59,449 SF
impervious area drains to the two BMP's proposed for the site. The remaining
impervious area bypasses the BMP's.
The site impervious area is proposed to increase by 48 SF to
accommodate a concrete pad adjacent to Henderson Drive. The new total
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]

Ms. Rhonda Hall / NC DENR
June 22, 2005
Page 2
impervious area of the site is 63,838 SF. The impervious area draining to the
BMP's remains 59,449-SF. Sheet C1.1 is revised to reflect this change.
The concrete sidewalk area (including the new 48 SF pad) draining
directly to the right of way is approximately 2,773 SF. The driveway aprons will
create 1,616 SF impervious area draining directly off the site. The total amount
of impervious area proposed to drain directly off the site is 4,389 SF. The
attached drainage table summarizes the areas draining directly off the site.
Please note the proposed dry basin and sand filter are sized to
capture the remaining 59,449 SF impervious area per best management
practices.
Please find enclosed two (2) revised plan Sheets C1.1 and C4.1, two (2) copies of the
Drainage Area Table Supplement to the Division of Water Quality Stormwater
Management Permit application, and two (2) copies of the revised Extended Dry
Detention Basin Supplement form. Please contact us if you have any questions or
comments. Thank you for your assistance on this project.
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEER , INC.
Kent Harrell, P.E.
KPH/asn
03308 06-22.05-s-sw response-Itr
cc:
Warren Bailey / Bailey at Southstar, LLC
Jason Hood / Dalton Moran Robinson Architecture, PLLC

NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
June 6, 2005
Ms. Rhonda Hall
NC DENR
Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
r
Re: Permit Modification for SW8 041130 Issued 02-04-05
Walgreen's Drug Store
Jacksonville, NC
NKT Project No. 03308
Dear Ms. Hall:
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
JUN 0 c, 7005
;y�SuJ & al! 3vD a
On February 4th, 2005 DWQ issued the stormwater permit for four (4) dry detention
basins to be constructed at this site. We desire modification of this permit to replace
three (3) dry detention basins with one (1) sand filter. We will retain the primary dry
detention basin.
Please find enclosed two (2) sets of plans, one (1) set of calculations, the revised
Division of Water Quality Stormwater Management Permit application, the revised
Extended Dry Detention Basin Supplement form, the executed Sand Filter Operation
and Maintenance Plan, and a $420.00 check for the processing fee. Please contact us
if you have any questions or comments. Thank you for your assistance on this project.
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONS''ULLTTING ENGINEERS, I
KU
Kent Harrell, P.E.
KPH/asn
03308 06-06-05-s-sw-mod.-Ilr
cc: Warren Bailey / Bailey & Southstar, LLC
Jason Hood / Dalton Moran Robinson Architecture, PLLC
902 Market Street • Wilmington, NC 28401-4733 0 Phone: [phone] • Fax: [phone]

NKT #03308
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM p, 4A Q
This form may be photocopied for use as an original
I. GENERALINFORMATION
I. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Bailev & Southstar. LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance)
Warren G. Bailey, Member
3. Mailing Address for person listed in item 2 above:
State:
Telephone Number: [phone]
p:
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Walgreen's Drugstore - Jacksonville, NC
5. Location of Project (street address):
Road
Jacksonville County: Onslow
6. Directions to project (from nearest major intersection):
Proceed NE from intersection of US 17 & NC 24 On us 17 in Jacksonville 1.4 miles, turn left on
Gum Branch Road and go NW 1.6 miles to Intersection w/ Henderson. Site on north corner
7. Latitude: 340 47' 06" Longitude: 770 25' 29" of project
8. Contact person who can answer questions about the project:
Name: Kent Harrell, P.E. Telephone Number: [phone]
II. PERMIT INFORMATION
1. Specify whether project is (check one): New Renewal X Modification
Form SWU-101 Version 3.99 Page 1 of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
Existing permit number SW8 041130 And its issue date (if known) February 4, 2005
Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control _ 404/401 Permit _ NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
111. PROJECT INFORMATION
In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Site is redevelopment of existing paved lot and former gas station. Runoff is directed to a sand
filter and a dry detention basin, then to the public piped system. Runoff from the roof drains
directly through roof drains to the dry detention basin.
2. Stormwater runoff from this project drains to the White Oak River Basin.
3. Total Project Area:
1.82 AC
5. How many drainage areas does the project have? 2
4. Project Built Upon Area: 80 %
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
A
1.3
fBasi'&1nf6rmation' h'114p1 i'$I! 14kl ICI
,llipmt ryllh ODraina"e Area 1 ° t
i:ii�Miiti[i,Draina elAtea2ih 4011H16
Receiving Stream Name
MITI Creek
Mill Creek
Receiving Stream Class
SC; NSW
SC; NSW
Drainage Area
30,000 SF / 0.69 AC
36,031 SF / 0.83 AC
Existing Impervious * Area
30,000 SF / 0.69 AC
36,031 SF / 0.83 AC
Proposed Impervious* Area
25,760 SF / 0.59 AC
33,689 SF / 0.77 AC
% Impervious* Area total
85.7%
93%
jm ervious*SurfaceiAreaV01hwl�uiiJifi i J6lihiu
kii:uuuu�Draina''eArea l 11
,j. 11 ,Drain igArea2,
On -site Buildings
14,820 SF 10.34 AC
N/A
On -site Streets
N/A
N/A
On -site Parking
10,940 SF 10.25 AC
33,669 SF 10.77 AC
On -site Sidewalks
N/A
N/A
Other on -site
N/A
N/A
Off -site
N/A
N/A
Total: 25,760 SF / 0.59 AC
Total: 33,689 SF 10.77 AC
• Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas
sidewalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4

7. How was the off -site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a
table listing each lot number, size and the allowable built -upon area for each lot must be provided as an
attachment.
I. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number SW8 041130 as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than N/A square feet ofany lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include
wood decking or the water surface ofswimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess ofthe permitted amount requires a state stormwater management permit modification
prior to construction.
5. All permitted runofffrom outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for
the status and availability of these forms.
Form SWU-102
Form SWU-103
Form SWU-104
Form SWU-105
Form SWU-106
Form SWU-107
Form SWU-108
Form SWU-109
Wet Detention Basin Supplement
Infiltration Basin Supplement
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Underground Infiltration Trench Supplement
Neuse River Basin Supplement
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form to
• One copy of the applicable supplement form(s) for each BMP ^Kp(f
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment / management
• Two copies of plans and specifications, including: p
- Development / Project name
- Engineer and firm
- Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property / project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished Floor elevations
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Kent P. Harrell. P.E.
Designated agent (individual or firm): Norris, Kuske & Tunstall Consulting Engineers, Inc.
Mailing Address:
City:
902 Market Street
Phone: [phone]
VRI. APPLICANT'S CERTIFICATION
State: NC Zip: 28401
Fax: [phone]
I, (print or type name of person listed in General Information, item 2) Warren G. Bailey, Member
Certify that the information inclu ed on this permit application form is, to the best of my knowledge, correct and
that the project will b /const- o rmance with the approved plans, that the required deed restrictions and
protective covenant,�will r rded d thaj�the proposed project complies with the requirements of 15A NCAC
2H.1000. � l/
Signature:
Form SWU-101 Version 3.99 Page 4 of 4
Date: (o-1-05

Drainage Area Table Supplement
Additional Drainage Basin Information
Areas On -site Proposed to Bypass the BMP's
Drainage Basin C
Basin lnfortitation
" Drainage Area 3.
Receiving Stream Name
Mill Creek
Receiving Stream Class
SC; NSW
Drainage Area
13,068 SF / 0.30 AC
Existing Impervious * Area
8,712 SF / 0.20 AC
Proposed Impervious* Area
4,389 SF / 0.10 AC
% Impervious* Area (total)
33.5%
Impervious* Surface Arca _;_
Drainage Area 3 17
On -site Build in s
N/A
On -site Streets
N/A
On -site Parkin (Driveways)
1,616 SF / 0.04 AC
On -site Sidewalks
2,725 SF / 0.06 AC
Other on -site
48 SF / 0.001 AC
Off -site
N/A
'total: 4,389 SF / 0.10 AC
KPH/asn
03308 06-22-05-s-sw drainage supp.

Permit No. Uk(Th
(To be provided by DWQ)
Ke q
KPj
][I. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices
Manual (N.C. Department of Environment, Health, and Natural Resources, November, 1995) and
Administrative Section 15A NCAC 2H.1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management
Permit Application Form, the agent may initial below. If a requirement has not been met, attach
written justification.
/2A a. The basin captures the runoff from the 1 year, 24 hour storm and releases it over a period
of 48 hours
X� b. OR the basin captures the runoff from the 1 inch storm and allows it to draw down over a
period of 2-5 days.
/C C. The minimum flow length ratio is 3:1, L:W.
d. Basin sideslopes are no steeper than 3:1.
e. A small permanent pool has been provided at the outlet to reduce clogging.
k f. Cleanout access has been provided, sufficient for heavy equipment.
PI1 g. A drain has been provided which will completely empty the basin for cleanout.
jzfh. Sufficient volume has been provided for any local government peak flow requirements.
i. If the basin was used during construction as a sediment basin or trap, it must be cleaned
out to design specifications prior to operation as a dry detention basin.
yy' j. A vegetation plan has been prepared by a N.C. licensed professional. Consideration must
be given to the grasses specified due to the frequent inundation.
k. The basin must be stabilized within 14 days of construction.
77m,1. The design provides for the sediment storage in addition to the detention volume that is
equal to 20% of the detention volume.
in. Inlet and outlet channels have been protected from scour during high flows from large
storms.
n. In areas of easily erodible soils, an additional plunge pool at the inlet has been provided,
or riprap is used as an energy dissipator.
o. A forebay to capture sediment is recommended to make cleanout easier.
P. The basin is located in uncompacted natural soils.
q. The seasonal high water table is located at least 1 foot below the bottom of the extended
dry detention basin.
Z&r. An additional BMP (such as a swale or vegetated filter) has been designed to operate in
conjunction with this dry detention basin to meet the required minimum 85% TSS
removal.

Permit No.SGJ $ 04 113 0 Al o b
(To be provided by D{VQ)
EXTENDED DRY DETENTION OPERATION AND MAINTENANCE AGREEMENT
The extended dry detention system is defined as the dry detention basin, forebay, and the required
additional BMP.
This system (check one) 0 does tkdoes not incorporate a vegetated filter.
This system (check one) 0 does 01 does not incorporate non-integrated pretreatment.
Maintenance activities shall be performed as follows:
1. All grassed areas of the basin shall be mowed at least twice annually, more frequently as needed.
2. Debris must be removed from the basin, outlet and orifice whenever it accumulates or at least
twice annually.
3. Annually- inspect the basin after a rain event to ensure it is functioning properly.
4. Repair any erosion of the side slopes and around the inlets and outlet immediately.
5. Accumulated sediment shall removed if it has reduced the available volume to 75% of the
original depth."
6. The emergency spillway shall be kept in good working order.
7. Woody vegetation shall be removed from the banks.
8. Any areas of the system found to be deficient shall be repaired or replaced to design standards.
9. Written records of the inspections and maintenance activities shall be kept on file.
I acknowledge and agree by my signature below that I am responsible for the performance of the above
maintenance procedures. I agree to notify DWQ of any problems with the system or changes in the name
of the project, responsible party, or address.
Printname:Warren G. Bailey
Phone: 910-
Signature:
Title: Member
910-346-8637
Date: 6-7- 05
I, W a4_ "'" Y• V: . ,,e t ols a Notary Public for the State of
N0,41 CJcL, L.i._Z , County of
do hereby certify that L-� rra-/., 6 , (30` personally appeared before me this
the -14A_ day of f Zoo 5 and acknowledge the due execution
of the forgoing dry detention basin maintenance requirements. Witness my hand and official seal,
SigTA
nature aa3 •' IOd
_* 9` WS
g aao _
My Commission expires 8 /8'0% cpL

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,.: » _
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NKT #03308
Permit No. &jF 6!�1130 JYUZ
(7o be provided by D111v
State of North Carolina
Department of.Environnlent and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION
EXTENDED DRY DETENTION BASIN SUPPLEMEr
77ds form may be photocopied for use as an original.
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a dry detention basin supplement for each
basin, design calculations, plans and specification showing all basin and outlet structure details, and a
fully executed operation and maintenance agreement.
I. PROJECT INFORMATION (Please complete the following information)
Project Name: Walgreen's Drug Store - Jacksonville, NC
Contact Person: Kent Harrell P.E. Phone Number: 910-343-9653
For projects with multiple basins, specify which basin this worksheet applies to: A
Design Storm: 1 " (Please choose either the 1 yr, 24 hr storm, or the 1 " storm)
Drainage Area:_3 0, 0 0 0 square feet Built -upon Area: 25,760 square feet
Required Volume: z, oo3 cubic feet SHWT elevation: 35: 0 +/— FMSL
Basin Dimensions:
Irregular
* Bottom Elevation: 3 4 feet, MSL Area: fl long x ft wide = 248 fly
* Storage Elevation: 3 6.3 feet, MSL Area:
Irregular
long x fl wide= 2 , 0 07 fly
*. Detention Volume Provided: -� cubic feet
Sediment Storage Provided: N/A cubic feet (Equivalent to 20% of the detention volume)
O
Drawdown Orifice: 0 7T" Vertical Orifice (Please (ndicate size and t}pe of orifice)
Additional BMP to achieve 85% TSS (check one):
(;Grassed swale 0 Vegetated Filter 0 Other

State Stormwater Permit No. Sfa S d Y'f t '0 V o l
Applies to System No.
SAND FILTER OPERATION AND MAINTENANCE PLAN
Regular maintenance is essential to the long-term performance and durability of the
sandfilter, as it is with all stormwater BMP's.
Depending on the types of activities occurring within the drainage area, most sand
filters will show a decreased capacity for filtration after a few years. At least once a
year, each filter must be inspected after a V design storm event to determine if the
filter bed is passing the runoff within 24 hours.
2. If the filter is not passing the runoff completely within 24 hours,, the first 2"-3" of
discolored sand must be removed and replaced with new sand. The removed sand
must be dewatered and disposed of properly.
3. At the same time that maintenance is performed on the sand chamber, the sediment
chamber should be pumped and cleaned. The removed sediment should be
dewatered and disposed of properly.
4. At least once every quarter, check that the orifice is clear.
I acknowledge and agree by my signature below that I am responsible for the performance
of the maintenance procedures listed above. I agree to notify DWQ of any problems with
the system and prior to any changes to the system or the responsible party.
Print name
Address
Phone:
Signature
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, L� `� T, �a `i ^At cL3 , a Notary Public for the State of
County of C>.aloz, do hereby
certify that U—w,"ak G f32� personally appeared before me
this the IJA-- day of 2.e oS and acknowledge the due
execution of the foregoing saM filter maintenance requirements. Witness my hand and
icial seal,
3 •'apSA ft)EJUtMy commission expires'k.0Z._jO0BVX

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Design ' NORRIS, KUSKE & TUNSTALL sheet
902Market St. CONSULTING ENGINEERS, INC. Wilmington, N.C.28401 Of
Check Job �/ t <<i(S For I/� � z C`1LC i',/ Job No.
3 309
7C)
/ 4-9 zo 14 2-,O
ISISO
3c;�l7sF �.69dc)
i�TMP =( 2576� /3v, �,Yiav gs 7"/0
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V C(2E;?
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s To�Z �rr6 P1200005O
(� ST YE 3� _ 3 �sE£ 16iv kOu ING�
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3 6, 031 J9. 934) -3 - 6'99 (0, 77,jz�-)
SCE / 7 (K- 0 rL7-6-12

TVILLE WALGREENS\dwg\03308 Current.dwg,
10:57:20 AM,
�I
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o
�A NORRIS, KUSKT-,&=rUNsrALI
owNEwoEVELoaER:
BPILET l• $�UTH$TPR, LI G
DRAINAGE MAP
a y i i
O
p CONSULTING HNGINIiI RS, INC.
o6-owesreRN6Lvo.
�1
u
co
902 MARKET STREET PRONE (010)34&9W4
JAG(90NNLLE. NC 26546
�yALGREEN DRUG STORE
WLLMINGTON, NC,26401 FAX [phone]
91p'�968443
JgCKSONVILLE, NORTH CAROLINA

Walgreens Jacksonville NKT #03308 6/6/2005 Page 1
Basin A Engineer KPH Routing
Pre -Development
Runoff Coefficient, C
Hydraulic Length, L
.... .. ... . ft
Elevation Change, H
2� fit
Watershed Area, A
acres
Time of Concentration, Tc
4.34 min
10-yr Intensity, 1
7.34 in/hr
50-yr Intensity, 1
9.05 in/hr
10-yr Flow, Qa
1.02 cis
50-yr Flow, Qa
1.26 cis
Post -Development
Impervious Area
0.59i acres
Runoff Coefficient, C
0.84
Hydraulic Length, L
355 ft
Elevation Change, H
Area, A
0.69 acres
Time of Concentration. Tc
5.28 min
10-yr Intensity, 1
7.14 in/hr
50-yr Intensity, 1
8.83 in/hr
10-yr Flow, Qp
4.18 cfs
50-yr Flow, Op
5.17 cfs
dO, 10 yr storm
3.16 cfs
dQ. 50 yr storm
3.91 cfs
1 st Inch Required Storage 2000 cu It
Time to Peak
10-yr Storm Depth (P)
4.80 in
50-yr storm depth (P)
6.40 in
Soil Curve Number (CN)
. .... ...... . . 70.
SCS Curve Number (CN)
94
Soil Storage Capacity (S)
0.64
10-yr Runoff Depth (0')
4.10 in
10-yr Runoff Volume (V)
10280 cu ft
50-yr Runoff Depth (0*)
5.69 in
50-yr Runoff Volume (V)
14242 cu ft
Tc = (L3/H)o ... 1128
1 = 2521(30+Tc)
I = 338/(33+Tc)
0 =CIA
0 =CIA
Tc = (L3/HPm'/128
I = 2521(30+Tc)
I = 338/(33+Tc)
Q=CIA
Q = CIA
6 hr runoff
6 hr runoff
S = 1000/CN - 10
0' = [(P-0.2-S)]A2/(p + 0.8*S)
V = Q*A
Q* = [(P-0.2*S )]A 2/(P + 0.8*S)
V = Q*A
10-yr Time to Peak (Tp) 29.48 min Tp = V11.39Qp
50-yr Time to Peak (Tp) 33.04 min Tp = V/1.390p
NKT Progect 03308 Walgreens at Jacksonville, NC 26-Apr-05
Stage Storage Function of Basin
Permanent Pond Level i 34:00'.ff
S z
CONTOUR INCR ACCUM
CONTOUR AREA VOL VOL STAGE In S InZ Zest
(sq it) [cu 11] [cu ft] [ft]
34.00
248
0
0
000
0.0000
0.0000
0,0248
3500
509
509
1.00
6.2324
0,0000
1.0060
36.00
1,361
1,066
1,575
2.00
7.3617
0.6931
1,9676
37.00
1,684
3,259
3.00
8.0890
1,0986
3.0310
b.1
b (in (S2/S,)]/Iln (Z2/Zl)l
Ks
K, = S2/Z25

Walgreens Jacksonville
NKT #03308
6/6/2005
Paget
Basin A
Engineer
KPH
Routing
Inflow Hydrograph,
10-yr
storm
t < 1.25 Tc
Q (1) = Qp/2'(I-ws(pi*t1Tp))
W,
t > 1.25 Tc
0 = 4.34'0p*eXp(-1.3*(trrp))
Permanent
Level
34.00 it
10,000fe.
�
Q
�6414.
Riser
Length
t;cto it
CIO. Pipe
Diameter
in
Peak Outflow
..... . : , cfs
"
Elevation
3*3IdYt
Elevation
34.00 A
Peak Stage
,
3690 It
4
SEA
Weir Coe(
3.00
Orif, Coal.
0.52
Orif. Cost.
0.60
Q Pre -Development
1.02
Peak Inflow
4.18
Pond Bank
:3
Riser 2
Length
. . .. .. I'm It
Barrel
Onf. Coat
0.65
Top El.
it
Di ,
ameter
:
in
Dot. El.
44.0011
Elevation
0
Weir Coof
3.00
Number
1.00
Orif. Cost.
0.60
Int:
.:�.o
Tp=
29.48
Riser 2 Riser 2
Riser
Riser
Riser Structure
Total
Time I
Orn
Storage
Stage
Ctrl Pipe
Weir
Oriface Outflow
Weir OrIface
Outflow
Total
Barrel
Outflow
min
CIS
cu it
Ift
Cis
cis
CIS
cfs
cis
CIS
Cie
cis
cfs
cis
0
0.00
0.00
34.00
0.00
0.00
0,00
0.00
0.00
0.00
0.00
0.00
1.28
0.00
3
6.10
0.00
34.00
0.00
0.00
OM
0.00
0.00
0.00
0.00
0.00
1.28
0.00
6
0.40
18.10
34.14
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.01
1.85
0.01
9
0.96
87.47
34.35
0.01
0.00
0.00
0.00
0.00
0.00
0.00
0.01
2.86
0.01
12
1.44
237.66
34.64
0.02
0.00
0.00
0.00
0.00
0.00
0.00
0.02
4.41
0.02
15
2.09
490.08
34.98
0.02
0.00
0.00
0.00
0.00
0.00
0.00
OM
5.92
0.02
18
2.74
855.97
35.37
0.03
0.00
0.00
0.00
0.00
0.00
0.00
0.03
7.13
0.03
21
3.32
1335.41
35.78
0.03
0.00
0.00
0.00
0.00
0.00
0.00
0.03
8.23
0.03
24
3.78
1917.26
36.21
0.03
0.00
0.00
0.00
0.00
0.00
0.00
0.03
9.23
0.03
27
4.08
2580.30
36.64
0.04
0.00
0.00
0.00
1.77
8.41
1.77
1.81
10.13
1.81
29
4.18
2981.56
36.88
0.04
0.00
0.00
0.00
3.93
10.96
3,93
3.96
10.60
3.96
32
4.08
3019.83
36.90
0.04
0.00
0.00
0.00
4.15
11.16
4.15
4.19
10.64
4.19
35
3.78
3000.00
36.89
0.04
0.00
0.00
0.00
4.04
11.06
4.04
4.07
10.62
4.07
38
3.35
2948.44
36.86
0.04
0.00
0.00
0.00
3.73
10.77
3.73
3.77
10.56
3.77
41
2.94
2873.57
36.81
ODAI
0.00
0.00
0.00
3.31
10.35
3.31
3.34
10.48
3.34
44
2.58
2902.16
36.77
0.04
0.00
0.00
0.00
2.91
9.92
2.91
2.95
10.40
2.95
47
2.27
2737.31
36.73
0.04
0.00
0.00
0.00
2.56
9.50
2.56
2.60
10.32
2.60
50
1.99
2678.29
36.70
0.04
0.00
0.00
0.00
2.26
9.11
2.26
2.29
10.25
2.29
53
1.75
2624.53
36.67
0.04
0.00
0.00
0.00
1.99
8.73
1.99
2.03
10.19
2.03
56
1.53
2575.52
36.64
0.04
0.00
0.00
0.00
1.75
8.37
1.75
1.79
10.13
1.79
59
1.35
2530.82
3661
0.04
0.00
0.00
0.00
1.54
8.02
1.54
1.58
10.07
1.58
62
1.18
2490.02
36.58
0.04
0.00
0.00
0.00
1.36
7 69
1.36
1.39
10.02
1.39
65
1.04
2452.74
36.56
0.04
0.00
0.00
0.00
1.20
7.37
1.20
1.23
9.97
1.23
68
0.91
2418.67
36.54
0.04
0.00
0.00
0.00
1.05
7.06
1.05
1.09
9.93
1.09
71
0.80
2387.50
36.52
0.04
0.00
0.00
0.00
0.93
6.77
0.93
0.96
9.89
0.96
74
0.70
2358.97
36.60
0.04
0.00
0.00
0.00
0.82
6.49
0.82
0.85
9.85
0.85
77
0.62
2332.83
36.49
0.04
0.00
0.00
0.00
0.72
6.22
0.72
0.75
9.82
0.75
80
0.54
2308.88
3647
0.04
0.00
0.00
0.00
0.63
5.96
0.63
0.67
9.79
0.67
83
0.48
2286.92
36.46
0.04
0.00
0.00
0.00
0.56
5.71
0.56
0.59
9.76
0.59
85
0.42
2266.76
36.44
0.04
0.00
0.00
0.00
0.49
5.47
0.49
0.52
9.73
0.52
all
6.37
2248.24
36.43
0.04
0.00
0.00
OM
0.43
5.23
0.43
0.46
9.71
0.46
91
0.32
2231.23
36.42
0.04
0.00
0.00
0.00
0.38
5.01
0.38
0.41
9.68
0.41
94
0.28
2215.58
36.41
0.03
0.00
0.00
0.00
0.33
4.80
0.33
0.36
9.66
0.36
97
0.25
2201.18
36.40
0.03
0.00
0.00
0.00
0.29
4.59
0.29
0.32
9.64
0.32
100
0.22
2187.92
36.39
0.03
0.00
0.00
0.00
0.25
4.39
0.25
0.29
9.62
0.29
103
6.19
2175.69
36.38
0.03
0.00
0.00
0.00
0.22
4.20
0.22
0.26
9.61
0.26
106
0.17
2164.41
36.38
0.03
0.00
0.00
0.00
0.19
4.01
0.19
0.23
9.59
0.23
109
0.15
2153.99
36.37
0.03
0.00
0.00
0.00
0.17
3.83
0.17
0.20
9.58
0.20
112
0.13
2144.36
36.36
OM
0.00
0.00
0.00
0.15
3.65
0.15
0.18
9.56
0.18
115
0.11
2135.45
36.36
0.03
0.00
0.00
0.00
0.13
3.48
0.13
0.16
9.55
0.16
118
0.10
2127.19
36.35
0.03
0.00
0.00
0.00
0.11
3.32
0.11
0.14
9.54
0.14
121
0.09
2119.53
36.35
0.03
0.00
0.00
0.00
0.09
3.15
0.09
0.13
9.53
0.13
124
ODS
2112,41
36.34
0.03
0.00
0.00
0.00
0.08
2.99
0.08
0.11
9.52
0.11
127
0.07
2105.78
36.34
0.03
0.00
0.00
0.00
0.07
2.84
0.07
0.10
9.51
0.10
130
0.06
2099.60
36.33
0.03
0.00
0.00
0.00
0.06
2.68
0.06
0.09
9.50
0.09
133
0.05
2093.83
36.33
0.03
0.00
0.00
0.00
0.05
2.53
0.05
0.08
9.49
0.08
136
0.05
2088.42
36.33
0.03
0.00
0.00
0.00
0.04
2.38
0.04
0.07
9.48
0.07
139
0.04
2083.35
36.32
CM
0.00
0.00
0.00
0.03
2.23
0.03
0.07
9.48
0.07
142
0.04
2078.57
36.32
0.03
0.00
0.00
0.00
0.03
2.07
0.03
0.06
9.47
0.06

Date Design A NORRIS, KUSKE &TUNSTAL,L 902 Market St. Sheet
1( `�� CONSULTING ENGINEERS, INC. Wilmington, N.C. 28401-4733 Of 1—
Check Job 5A.N0 For WA L 6-T EEN l� Job No.
COL L1MC- C.41-000ATIONs I Jl+0ks0NV1LZ-E 0330E
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(SSE THC F-OLGOWIA1G
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5lfCc7- -2 or 9 &f7Cp 6/s/05. CI s C THE NC
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srJc-Cr c 4-s 0,4-rC--0 6/2-6/0s.
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03 305 '54wis sH&T12
Design
�J NORRIS, KuSKE & TUNSTALL Sheet
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IVORRIS, KuSKE a TUNSTALL 3
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lJ,PWAY66 /fUX S
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NORRIS, KUSKE & TUNSTALL
902Market St. CONSULTING ENGINEERS, INC. Wilmington, N.C.28401
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S��l'OS KA�) 902MarketSt. CONSULTING ENGINEERS, INC. Wilmington,N.C.28401 Of -
Check Job S14/U0 r/ L7-6 1For /� L (-V 2CC Job No.
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O»o9
Scenario: Base
IDpV po/V o To L)j 1,#bG7"
NtI
d 7"
Title: 03308 Walgreens Doc Project Engineer: NKT
f:\...\calculations\03308 da a pipes 6-2-05.stm Andrew 8 Kuske Consulting Engineers Storn-CAD v5.5 [5.5003]
O6/02/05 06:15:47 PM 0 Haest d Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1.203-755-1666 Page 1 of 1

p R Y Pv NO 7-0 DOT .TN't-C:—
Scenario: Base
NKT PipelNode Design Review
Label
Upstream
Down-
Section
Length
Average
Total
Full
Pipe
Hydraulic
Upstream
Upstream
Average
Upstream
Downstream
Upstream
Node
stream
Size
(it)
Velocity
System
Capacity
Slope
Slope
Ground
Hyd. Grade
Pipe
Invert
Invert
Inlet
Node
(f's)
Flow
(cfs)
(Rift)
(Rift)
Elevation
(ft)
Cover
Elevation
Elevation
Area
(cfs)
I(it)
(it)
(ft)
(ft)
(acres)
P-4
DI-A2
DOT
115 inch
183.00
2.60
3.19
5.27
0.006667
).002439
38.00
36.40
2.86
33.50
32.28
0.69
Title: 03308 Walgreens
fA... \calculations\03308 da a pipes 6-2-05.stm Andrew & Kuske Consulting Engineers
06/02/05 06:12:46 PM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA -1-203-755-1666
03W, 5
, '-� A f0 5
Project Engineer: NKT
StormCAD v5.5 15.50031
Page 1 of 1

DRV POA10 TO DOT FILET
03�O8
Scenario: Base
10 Yk STv2N1
NKT PipelNode Design Review
Label
Upstreanr
Down-
Section
Length
Average
Total
Full
Pipe
Hydraulic
pstrea
Upstream
Average
Upstream
Downstream
Upstream
Node
stream
Size
(ft)
Velocity
System
Capacity
Slope
Slope
Ground
Hyd. Grade
Pipe
Invert
Invert
Inlet
Node
IWO
Flow
(Cfs)
(fUft)
(fUft)
Elevation
(ft)
Cover
Elevation
Elevation
Area
(cfs)
(ft)
(ft)
(ft)
(ft)
(acres)
P4
01-A2
DOT
15 inc
183.00
3.20
3.92
5.27
0.006667
).003687
38.00
36.62
2.86
33.50
32.28
0.69
Title: 03308 Walgreens
1:\... \calculations\03308 do a pipes 6-2-05.stm Andrew 8 Kuske Consulting Engineers
O6102105 06.12.26 PM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone]
Project Engineer: NKT
StormCAD v5.5 [5.5003)
Page i of 1

MN TO 007 iN<< r.
Scenario: Base
? 5 VIZ 57-00 N+
NKT Pipe\Node Design Review
Label
Upstrea
Down-
Section
Length
Average
Total
Full
Pipe
Hydrauli
pstrea
Upstream
Average
Upstream
Downstream
Upstream
Node
stream
Size
(ft)
Velocity
System
Capacity
Slope
Slope
Ground
Hyd. Grade
Pipe
Invert
Invert
Inlet
Node
(ft/s)
Flow
(cfs)
(f /ft)
(ft/ft)
Elevation
(ft)
Cover
Elevation
Elevation
Area
(CIS)
(ft)
(ft)
(ft)
(ft)
(acres)
P-4
DI-A2
DOT
15 inch
183.00
3.60
4.42
5.27
0.006667
).004685
38.00
36.81
2.86
33.50
1 32.281
0.69
Title: 03308 Walgreens
f:\...\calculations\03308 da a pipes 6-2-05.stm Andrew & Kuske Consulting Engineers
O6/02105 06: 12:01 PM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone]
U SS 3Cc,/
r�i��l.1J
Project Engineer: NKT
StormCAD v5.5 [5.5003)
Page 1 of 1

DRY A21V19 To /7J1 i V667-
0330Z
Scenario: Base
5O Y12
NKT Pipe\Node Design Review
Label
Upstrea
Down-
Section
Length
Average
Total
Full
Pipe
Hydrauli
pstrea
Upstream
Average
Upstream
Downstream
Upstream
Node
stream
Size
(ft)
Velocity
System
Capacity
Slope
Slope
Ground
Hyd. Grade
Pipe
Invert
Invert
Inlet
Node
(ft/s)
Flow
(cfs)
(ft/ft)
(fift)
Elevation
(ft)
Cover
Elevation
Elevation
Area
(cfs)
(ft)
(ft)
(R)
(ft)
(acres)
P4
DI-A2
I DOT
15 inch
183.00
3.92
4.81
5.27
0.006667
).005550
38.00
36.97
2-861
33.501
32.281
0.69
Title: 03308 Walgreens
f:V..\calculations\03308 da a pipes 6-2-05.stm Andrew & Kuske Consulting Engineers
06/02/05 06:10:25 PM 0 Haeslad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone]
Project Engineer: NKT
StormCAD v5.5 [5.5003)
Page 1 of 1

03305
CI-7
Q0)
W•
Scenario: Base
1-5
-Cl -1
CI-2 P-5
CI-3
Title: 03308 Walgreens
f:\...\calculations\03308 pipes 6-2-05.stm Andrew & Kuske Consulting Engineers
06/02/05 03:05:40 PM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA -1-203-755-1666
Q,0
'NN
CI-4
Project Engineer: NKT
StormCAD v5.5 [5.5003]
Page 1 of 1

1. To 5,4410 FlC7CZ
Scenario: Base
O3 so z
Z - YjZ ST012/1
NKT Pipe\Node Design Review
Label
Upstrearr
Node
Down-
stream
Node
Section
Size
Length
(ft)
Average
Velocity
(ft/s)
Total
System
Flow
(CIS)
Full
Capacity
(cfs)
Pipe
Slope
(ft/ft)
Hydraulic
Slope
(fttft)
Upstreaff
Ground
Elevation
(ft)
Upstream
Hyd. Grade
(ft)
Average
Pipe
Cover
(ft)
Upstream
Invert
Elevation
(ft)
Downstream
Invert
Elevation
(ft)
Upstream
Inlet
Area
(acres)
P-1
B1
DOT
15 inch
18.00
2.95
3.62
6.81
0.011111
1003141
37.00
35.06
2.95
32.40
32.20
0.00
P-2
SF
Bt
15 inch
35.00
2.97
3.64
3.45
0.002857
3.003176
37.00
35.17
3.30
32.50
32.40
0.00
P-3
Cl -1
SF
12 inch
7.00
3.03
2.38
3.01
0.007143
3.004471
37.00
35.20
2.77
33.25
33.20
0.13
P4
CI-2
CI -1
12 inch
26.00
2.34
1.84
3.49
0.009615
3.002662
37.00
35.27
2.63
33.50
33.25
0.12
P-5
CI-3
CI-2
12 inch
110.00
1.69
1.33
3.04
0.007273
0.001386
37.00
35.42
2.10
34.30
33.50
0.12
P-6
CI-4
CI-3
12 inch
56.00
3.59
0.76
3.53
0.009821
J.000092
37.00
35.43
1.43
34.85
34.30
0.17
P-7
CI-5
SF
12 inch
8.00
10.48
128
12.91
0.131250
3.000908
37.00
35.17
2.27
34.25
33.20
0.13
P-8
CI-6
CI-5
12 inch
36.00
0.93
0.73
5.14
0.020833
3.000421
37.00
35.19
2.37
34.00
33.25
0.06
P-9
CI-7
CIE
12 inch
77.00
3.17
0.46
3.63
0.010390
3.000131
37.00
35.18
1.60
34.80
34.00
0.10
_OTAL O-Z3
Title: 03308 Walgreens
f\.. \calculations\03308 pipes 6-2-05.stm Andrew& Kuske Consulting Engineers
06/02/05 03:49: 15 PM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 05708 USA [phone]
Project Engineer: NKT
StormCAD v5.5 (5.5003]
Page 1 of 1

/3A5 /N 6 To s)tNO rI O-C/Z
Scenario: Base
0330�
/ D - Ylz ST02/1
NKT PipelNode Design Review
Label
Upstream
Node
Down-
stream
Node
Section
Size
Length
(ft)
Average
Velocity
(f 1s)
Total
System
Flow
(cfs)
Full
Capacity
(cfs)
Pipe
Slope
(ft/ft)
Hydraulic
Slope
(ft/ft)
Upstream
Ground
Elevation
(ft)
Upstream
Hyd. Grade
(ft)
Average
Pipe
Cover
(ft)
Upstream
Invert
Elevation
(ft)
Downstream
Invert
Elevation
(ft)
Upstream
Inlet
Area
(acres)
P-1
81
DOT
15 inch
18.00
3.67
4.50
6.81
0.011111
).004862
37.00
35.09
2.95
32.40
32.20
0.00
P-2
SF
Bt
15 inc
35.00
3.69
4.52
3.45
0.002857
).004901
37.00
35.26
3.30
32.50
32.40
0.00
P-3
Cl -1
SF
12 inch
7.00
3.77
2.96
3.01
0.007143
).006897
37.00
35.31
2.77
33.25
33.20
0.13
P4
CI-2
CI-1
12 inch
26.00
2.90
2.28
3.49
0.009615
).004096
37.00
35.41
2.63
33.50
33.25
OA2
P-5
CI-3
CI-2
12 inch
110.00
2.08
1.63
3.04
0.007273
).002100
37.00
35.64
2.10
34.30
33.50
0.12
P-6
CI-4
CI-3
12 inch
56.00
3.80
0.94
3.53
0.009821
).000570
37.00
35.68
1.43
34.85
34.30
0.17
P-7
CI-5
SF
12 inch
8.00
2.02
1.58
12.91
0.131250
).001973
37.00
35.27
2.27
34.25
33.20
0.13
P-8
CIE
CI-5
12 inch
36.00
1.15
0.90
5.14
0.020833
).000639
37.00
35.30
2.37
34.00
33.25
0.06
P-9
CI-7
CIE
12 inch
77.00
3.37
0.57
3.63
0.010390
).000032
37.00
35.30
1.60
34.80
34.00
0.10
Title: 03308 Walgreens
f:\...\calculations\03308 pipes 6-2-05.stm Andrew & Kuske Consulting Engineers
O6/02/05 03:49.42 PM 0 Hassled Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone]
Project Engineer: NKT
StormCAO v5.5 [5.5003[
Page 1 of 1

13.11511V 6 TO 5,00 f I LT(51L
Scenario: Base
Z 5 - Ya STWLh
NKT Pipe\Node Design Review
Label
Upstream
Node
Down-
stream
Node
Section
Size
Length
(ft)
Average
Velocity
(ft/s)
Total
System
Flow
(cfs)
Full
Capacity
(cfs)
Pipe
Slope
(ft/ft)
Hydraulic
Slope
(ft/ft)
Upstream
Ground
Elevation
(ft)
Upstream
Hyd. Grade
(ft)
Average
Pipe
Cover
(ft)
Upstream
Invert
Elevation
(ft)
Downstream
Invert
Elevation
(ft)
Upstream
Inlet
Area
(acres)
P-1
B1
DOT
15 inch
18.00
4.11
5.04
6.81
0.011111
).006091
37.00
35.11
2.95
32.40
32.20
0.00
P-2
SF
61
15 inch
35.00
4.12
5.06
3.45
0.002857
).006134
37.00
35.32
3.30
32.50
32.40
0.00
P-3
Cl -1
SF
12 inch
7.00
4.21
3.31
3.01
0.007143
).008629
37.00
35.38
2.77
33.25
33.20
0.13
P-4
CI-2
Cl -1
12 inch
26.00
3.25
2.55
3.49
0.009615
).005119
37.00
35.52
2.63
33.50
33.25
0.12
P-5
CI-3
CI-2
12 inch
110.00
2.32
1.82
3.04
0.007273
).002609
37.00
35.80
2.10
34.30
33.50
0.12
P-6
CI-4
CI-3
12 inch
56.00
1.35
1.06
3.53
0.009821
).000881
37.00
35.85
1A3
34.85
34.30
0.17
P-7
CI-5
SF
12 inch
8.00
2.28
1.79
12.91
0.131250
1002520
37.00
35.34
2.27
34.25
33.20
0.13
P-8
CI-6
CI-5
12 inch
36.00
1.29
1.02
5.14
0.020833
).000813
37.00
35.37
2.37
34.00
33.25
0.06
P-9
CI-7
CI-6
12 inch
77.00
3.48
0.64
3.63
0,010390
).000143
37.00
35.38
1.60
34.80
34.00
0.10
Title: 03308 Walgreens
f:\...\calculations\03308 pipes 6-2-05.stm Andrew 8 Kuske Consulting Engineers
06/02/05 03:56:48 PM ® Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1.203-755-1666
0330
Project Engineer: NKT
Storm CAD v5.5 [5.5003]
Page 1 of 1

f� ,51 AI 19 To 5,ilgq F-1L i c-1,
Scenario: Base
SO- Y/Z-57011/ 1
NKT Pipe\Node Design Review
Label
Upstream
Node
Down-
stream
Node
Section
Size
Length
(ft)
Average
Velocity
(fus)
Total
System
Flow
(cfs)
Full
Capacity
(cfs)
Pipe
Slope
(ft/ft)
Hydraulic
Slope
(tuft)
Upstream
Ground
Elevation
(ft)
Upstream
Hyd. Grade
(ft)
Average
Pipe
Cover
(ft)
Upstream
Invert
Elevation
(ft)
Downstream
Invert
Elevation
(ft)
Upstream
Inlet
Area
(acres)
P-1
B1
DOT
15 inch
18.00
4.49
5.51
6.81
0.011111
).007285
37.00
35.13
2.95
32.40
32.20
0.00
P-2
SF
Bt
15 inch
35.00
4.51
5.53
3.45
0.002857
).007331
37.00
35.39
3.30
32.50
32.40
0.00
P-3
Cl -1
SF
12 inch
7.00
4.61
3.62
3.01
0.007143
).010312
37.00
35.46
2.77
33.25
33.20
0.13
P-4
CI-2
Cl -1
12 inch
26.00
3.55
2.78
3.49
0.009615
).006113
37.00
35.62
2.63
33.50
33.25
0.12
P-5
CI-3
CI-2
12 inch
110.00
2.53
1.98
3.04
0.007273
).003102
37.00
35.96
2.10
34.30
33.50
0.12
P-6
CI-4
CI-3
12 inch
56.00
1.47
1.15
3.53
0.009821
).001043
37.00
36.02
1.43
34.85
34.30
0.17
P-7
CI-5
SF
12 inch
8.00
2.48
1.95
12.91
0.131250
).002995
37.00
35.41
2.27
34.25
33.20
0.13
P-8
CI-6
CI-5
12 inch
36.00
1.41
1.11
5.14
0.020833
).000964
37.00
35.45
2.37
34.00
33.25
0.06
P-9
CI-7
CI-6
12 inch
77.00
3.57
0.70
3.63
0.010390
1000240
37.00
35.46
1.60
34.80
34.00
0.10
Title: 03308 Walgreens
f:\...\calculations\03308 pipes 6-2-05.stm Andrew & Kuske Consulting Engineers
06/02/05 02*59*44 PM m Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone]
Project Engineer: NKT
StormCAD v5.5 (5,5003]
Page 1 of 1

04/27/2005 WED 11:42 FAI 910 343 9604 Norris, Kuske, Tunstall
�001/004
NORRIS, KUSKE &TUNSTALL
CONSULTING ENGINEERS, INC.
April 26, 2005
Ms. Rhonda Hall
NC DENR
Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Plan Modification
Walgreen's Drug Store
Jacksonville, NC
NKT Project No. 03308
Dear Ms. Hall:
J, Phillip Norris, RE,
John A Kuske, III, P.E.
John S. Tunstall, P.E.
JA Kuske, P.E. of Counsel
Thanks for your time and understanding yesterday. Per our discussion, we are
enclosing a proposed drainage map. You had indicated this was the most critical piece
of information to provide in addition to a letter with the facts of the situation.
DWQ Issued Permit No. SW8 041130 on February 4, 2005 based in part on the plan
revision R7 dated February 4, 2005 by Larry Sneeden, P.E. The approved stormwater
plan and permit was forwarded to the contractor (Steve Brodie of WIMCO). The project
was conditionally released for construction by the City of Jacksonville prior to the
issuance of Storrnwater Permit SW8 041130. 1 believe the construction release by the
City of Jacksonville was basically for the building foundation. This plan (R7) never
reached the City of Jacksonville. Last Thursday Jacksonville City officials discovered
the City approved plan dated January 4, 2004 (R6) was not the plan the contractor was
following. City of Jacksonville officials then issued a stop work order with the exception
of the building. Mr. Ryan King, Senior Planner, City of Jacksonville can give you
additional details or can be contacted at 910-938-5293 to verify the facts as I have
presented them.
The current state of the construction is as follows in accordance with the DWQ
approved plan (R7):
1. The building is 25% complete with finish floor W.
2. The drainage pipes and inlets are constructed.
3. The water lines are constructed.
4. The area is cleared and graded.
902 Market Street • Wilmington, NC 28401.4733 • Phone: [phone] - Fax. [phone]

-. 04/27/2005 WED 11,42 FAX [phone] Norris, Kuske, Tunstall f 002/004
Ms. Rhonda Hell / NC DENR
April 26, 2005
Page 2
5. Neither the curb and gutter or asphalt is installed yet
The city planning issues that impact the DWQ approved plan (R7) are as follows:
1. The city requires a 12-foot wide trail within public easement located on the site
outside the right of way along Henderson Drive.
2. Fencing Is required around all stormwater detention basins per city code.
Fencing around the detention area near the intersection of Gum Branch and
Henderson Drive is prohibited by NC DOT sight distance requirements
regardless of depth or nature of the surface basin.
3. The City minimum parking requirement Is 75 spaces. 75 spaces total were
provided.
4. The two detention areas on the north side of the site are acceptable provided
fencing and landscaping are installed.
Given these issues please consider the following modifications and the reasons for
them:
1. Less parking spaces and / or rearrangement of the parking lot will not meet the
City standards on parking lots therefore a reduction of impervious surfaces is not
allowed.
2. Detention Basin B near the intersection of Gum Branch and Henderson Drive is
prohibited since the City requirement for a pond fence contradicts the NC DOT
minimum sight distance requirements. This is Basin B on the DWQ permit with
480 CF of storage and 17,500 SF of impervious area. We propose to reduce the
impervious surface down to 12,941,48 SF by grading the parking lot differently.
See the attached drainage map. Additional grading Is not possible given the
surrounding grades offsite and the fact that the finish floor of the building has
been set. A grassed swale is proposed In this area so that some minimum
treatment will occur.
3. Detention adjacent to Henderson Drive is not allowed given that ADA (handicap)
grades apply to the trail and the area is too small with the 12-foot wide deduction
from the site for the trail. A grassed swale can be provided and the drainage
area will continue to receive some treatment. The treatment volume is reduced
by the loss of the roadside detention area. The proposed Impervious surface
area to detention Basin A is 46,112.43 SF. The DWQ permit lists the detention
area to Basin A as 48,120 SF. I believe the 46,120 SF erroneously counted the
driveway apron in the Henderson Drive right of way. The proposed detention
volume for this drainage area (Basin A) is 3,194 CF accounting for a 236 CF
reduction from the DWQ permitted volume of 3,430 CF.

04/27/2005 WED 11.43 FAX [phone] Norris, Euske, Tunstall 2003/004
Ms. Rhonda Hell / NC DENR
April26, 2005
Page 3
I need verification as we discussed that only grass is allowed in the storage volume
portion of the dry basins to develop a new landscape plan.
Please consider this request favorably given this is redevelopment with a reduction of
impervious area and the facts of the situation. Since a stop work order Is in effect and
the design Engineer no longer works at this firm, a timely resolution is critical for the
Clty, the Contractor, and our firm. We intend to follow this up with a modification
submittal package upon receiving your comments.
Please contact us if you have any further questions or comments. Thank you for your
assistance on this project.
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTING ENGINEERS, INC.
Kent Harrell, P.E.
KPH/asn
033M 04.26-05-aaw plan mWAr

1 - Q
J
I Q
Q
w U
cc
' A5E O
1 f TOTAL AREA = 23.519.48 3F Q p a O Z
I TOTAL IMPERVIOUS - 23,519.48 SF �� !j Q Q 8 j
Ck
W Z J
J, r:¢2' S�'-i: y'a`..p..�"`.�•,'�F::..:i._Y.�ti?'w. _.:.' i W Z
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3
AB1
` TOTALAREA m 1145113O' BULD8IG Wo M7 8
13.141.483F FEE. W
i �.4 TOTAL IMPERVIOUS 8M. 14820 SF o
/ = 12,941.48 SF CANOPY 725 SF A5B
TOTAL 15.545 SF TOTAL AREA ti
+� ? =5,229.823F d
TOTAL IMPERVIOUS
t=5,229.82 SF v:
K vu
om NO
' O* am TOTAL AREA
:t =5,156.743E
1
� TOTAL IMPERVIOUS
I A3A = S,OS6J4 SF ----------r Z 0
I ,j
t... TOTAL AREA = 1 ,936.39 3F C 0 , z
+ hTOTAL IMPERVIOUS= 12,308.39 SF I ��
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