SW7960601_HISTORICAL FILE_20200826 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 7&1&&
DOGTYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEn�(p
YYYYMMDD

Roy COOPER
Governor .
MICHAEL S. REGAN
secretary ,
BRIAN WRENN - -
Dlree .
August 26, 2020
Autozone
Attention: Mr. Thomas Kliman, Vice President
P.O. Box 2198, Dept 8088 .
Memphis, TN 38101-2198
Subject: 'Stormwater Permit Renewal'
Stormwater. Management Permit SW7960601
Autozone Store No. 0299
New Bern, NC, Craven County
Dear Mr. Kliman:
A'Division of Energy, Mineral, and Land Resources file,review has determined that
Stormwater Permit SV 7960601 for stormwater treatment system consisting bf a wet
detention pond serving an Autozone store located at 1707 Neuse Blvd.; New Bern, NC .
expires on February 7, 2021. This is a reminder that permit renewal applications are
due 180 days prior to expiration. We'do not have a record of receiving a renewal
application.
Please submit a completed permit renewal application along with a $505.00 fee for ,
permit renewal. Permit application',fornr "46r; renewal can be•found on our. website. at:
rules /crnrmwater oro""'"'
d �r_r�nstrlaction. North Carolina General Statutes and the
Coastal Stormwater rules require that, this property be covered under a stormwater
permit. Failure to maintain a pemtit subjects the owner to assessment of civil penalties.
If you have.questions, please feel, free to contact me at [phone]. I will be glad too
eJ can py'of the,
discuss this by phone or meet with you. If, byou e-mail lik ' at ro4er thomail �eC& cd nr.aov.
application form. You can request a copy y
sincerely,,
Rog K. Thorpe;
Environmental Engineer
,
Narth Carolina Department of Envlm,erdal Quallty I DMslon of Energy, Mineral and Land Resources
D Washington Reglonal Office 1 943 Washington Square Mall I. Washington• North Carolina 27889
Y OiOj� /' 252.946.6481

LIMITED LIABILITY COMPANY ANNUAL REPORT
■
razor �{
NAME OF LIMITED LIABILITY COMPANY: Autozone Stores LLC
SECRETARY OF STATE ID NUMBER: 1406749 STATE OF FORMATION: NV
REPORT FOR THE CALENDAR YEAR: 2026
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: CT Corporation System
2. SIGNATURE OF THE NEW REGISTERED AGENT:
E - Filed Annual Report
1406749
09:15
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED AGENT OFFICE STREET ADDRESS & COUNTY 4. REGISTERED AGENT OFFICE MAILING ADDRESS
160 Mine Lake Ct Ste 200
160 Mine Lake Ct Ste 200
Raleigh, NC 27615-6417 Wake County , Raleigh, NC 27615-6417
SECTION B:
1. DESCRIPTION OF NATURE OF BUSINESS: retail auto parts & accs.
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS
123 S. Front Street
Memphis, TN 38103-3607
5. PRINCIPAL OFFICE MAILING ADDRESS
PO Box 2198, Dept 8088
Memphis, TN 38101-2198
6. Select one of the following if applicable. (Optional see instructions)
❑ The company is a veteran -owned small business
❑ The company is a service -disabled veteran -owned small business
SECTION C: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Thomas Kliman
TITLE: Vice President
ADDRESS:
123 S Front St
NAME: Brian Campbell NAME: William C Rhodes, III
TITLE: Treasurer TITLE: President
ADDRESS:
123 S Front St
ADDRESS:
123 S Front St
Memphis, TN 38103 Memphis, TN 38103 Memphis, TN 38103
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
Thomas Kliman
3/12/2020
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form.
Thomas Kliman Vice President
Print or Type Name of Company Official Print or Type Title of Company Official
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF $200.00
MAIL TO: Secretary of State. Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

SECTION E: ADDITIONAL COMPANY OFFICIALS
NAME: Kristen Wright NAME: AUTOZONE INVEST MENT CORPORATION NAME:
TITLE: Secretary TITLE: Managing Member TITLE:
ADDRESS: ADDRESS: ADDRESS:
123 S Front St 123 S FRONT ST
Memphis, TN 38103 MEMPHIS, TN 38103
NAME:
NAME:
TITLE:
TITLE:
ADDRESS:
ADDRESS:
NAME:
NAME:
TITLE:
TITLE:
ADDRESS:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
Name:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:

�OF W A 14 90 Michael F. Easley, Governor
`0 G William G. Ross Jr., Secretary
CO
r North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 27, 2006
Autozone, Inc.
Attn: Mr. Lawrence Evans
60 Madison Avenue
Memphis, TN 38103
Subject:: Stormwater Permit No. SW7960601
Autozone Store No. 299A
Craven County
Dear Mr. Evans:
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW7960601
to Autozone, Inc. for Autozone Store No. 299A on January 8, 1997. This permit expires on January 8,
2007. Section .1003(h) of 15 A NCAC 2H .1000 (the stormwaterrules) requires that applications for
permit renewals shall be submitted 180 days prior to the expiration of a permit and must be
accompanied by a processing fee, which is currently set at $420.00. If this is still an active project
please complete and submit the enclosed renewal application in a timely manner. If this project has not
been constructed and a permit is no longer needed, please submit a request to have the permit
rescinded. If you have sold the project, or are no longer the permittee, please provide the name, mailing
address and phone number of the person or entity that is now responsible for this permit. Enclosed is a
form for change of ownership, which should be completed and submitted if the property has changed
hands.
Your permit requires that upon completion of construction and prior to operation of the permitted
treatment units a certification of completion be submitted to the Division from an appropriate designer
for the system installed. This is to certify that the permitted facility has been installed in accordance with
the permit, the approved plans, specifications and supporting documentation. Please include a copy of
the certification with your permit renewal request and processing fee. Enclosed is a copy of a sample
certification. Also enclosed /s a new Operation and Maintenance agreement that should be completed
and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a
stormwater treatment facility without a valid permit, are violations of NC General Statute 143-215.1 and
may result in appropriate enforcement action including the assessment of civil penalties of up to
$10,000 per day.
If you have any questions, please feel free to contact us at 252-946-6481.
incerlely,
AI Hodge, Regal Supervisor
Surface Water Protection Section
Washington Regional Office
Enclosures
cc: Hyman & Robey, PC
Washington Regional Office
North Carolina Division of Water Quality Internet: www.ncwaterguality.org One
943 Washington Square Mall Phone [phone] lvo Carolina
Washington, NC 27889 Fax [phone] /�/iftf/`+�"J/
An Equal Opportunity/Affrma6ve Action Employer- 50% Recycled/10% Post Consumer Paper Gv ►K Rurally

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State of North Carolina
Department of Environment,
Health and Natural Resources
Washington Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
DIVISION OF WATER QUALITY
January 8, 1997
AutoZone, Inc.
Attn: Mr. Lawrence E. Evans
60 Madison Ave. 10 th Floor
Memphis, TN 38103
Subject: Permit No. SW7960601
AutoZone No. 299A
High Density Stormwater Project
Craven County
Dear Mr. Evans:
The Washington Regional Office received the completed
Stormwater Application for the subject project on January 3, 1997.
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. SW7960601 dated January 8, 1997 to Mr. Lawrence E.
Evans.
This permit shall be effective from the date of issuance until
January 8, 2007 and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure
to establish an adequate system for operation and maintenance of
the stormwater management system will result in future compliance
problems.
If any parts, requirements, o
permit are unacceptable, you h
adjudicatory hearing upon written
following receipt of this permit.
of a written petition, conforming
Carolina General Statutes, and
Administrative Hearings, P.O. Draw
Unless such demands are made th
binding.
1424 Carolina Avenue, Washington, NC 27889
An Equal Opportunity Affirmative Action Employer
r limitations contained in this
ave the right to request an
request within thirty (30) days
This request must be in the form
to Chapter 150B of the North
filed with the Office of
er 27447, Raleigh, NC 27611-7447.
is permit shall be final and
Telephone [phone] FAX [phone]
50% recycled / 10% post -consumer paper

Mr. Lawrence E. Evans
January 8, 1997
Page Two
If you have any questions, or need additional information
concerning this matter, please contact Bill Moore at (919) 946-
6481, extension 264.
Sincerely,
i,-Roger K. Thorpe
Water Quality Supervisor
Washington Regional Office
cc: Robey Associates
Craven County Inspections
vWashington Regional Office
Central Files

State Stormwater Management Systems
Permit No. SW7960601
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH 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
AutoZone, Inc
Craven County
FOR THE
construction, operation and maintenance of stormwater management
systems 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 for a wet
detention pond to serve the AutoZone, Store No. 299A, located at
New Bern, NC.
This permit shall be effective from the date of issuance until
January 8, 2007, 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 on pages 4 and 5 of this
permit, the Project Data Sheet(s).
3. Approved plans and specifications for this project are
incorporated by reference and are enforceable parts of the
permit.
3

DIVISION OF WATER QUALITY
PROJECT DATA
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater
Runoff:
Classification of Water Body:
Pond/Basin Depth:
Permanent Pool Elevation:
Total Site Area:
Total Impervious Surfaces
Allowed:
Required Surface Area
(SA/DA):
AutoZone Store No. 299A
SW7960601
Craven County
AutoZone, Inc.
c/o John Graham
60 Madison Ave
Memphis, TN 38103
6/4/96; original
12/23/96; complete
Jack Smith Creek
SC
5.0 feet
47.0 ft MSL
1.47 acres
0.77 acres
2369 square feet
Provided Surface Area: 2450 square feet
4

Required Storage Volume:
Provided Storage Volume:
Temporary Storage Elevation
Controlling Orifice:
3200 cubic feet
4427 cubic feet
48.5 ft MSL
0.75 inch orifice pipe
4. No homeowner/lot owner/developer shall be allowed to fill in,
alter, or pipe any vegetative practices (such as swales) shown
on the approved plans as part of the stormwater management
system without submitting a revision to the permit and
receiving approval from the Division.
5. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size
b. Project name change
C. Transfer of ownership
d. Redesign or addition to the approved amount of built -upon
area
e. Further subdivision of the project area.
In addition, the Director may determine that other revisions
to the project should require a modification to the permit.
6. 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.
II. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for
construction and maintenance of the stormwater management
system.
a. 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 surfaces
except roads.
b. During construction, erosion shall be kept to a minimum
and any eroded areas of the system will be repaired
immediately.
5

2. The facilities must be properly maintained and operated at all
times. The approved Operation and Maintenance Plan must be
followed in its entirety and maintenance must occur at the
scheduled intervals.
3. The permittee shall at all times provide the operation and
maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months)
b. Sediment removal
C. Mowing and revegetation of side slopes
d. Immediate repair of eroded areas
e. Maintenance of side slopes in accordance with approved
plans and specifications
f. Debris removal and unclogging of outlet structure,
orifice device and catch basins and piping.
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. 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 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. Mail the Certification to the
Washington Regional Office, 943 Washington Square Mall,
Washington, North Carolina, 27889, attention Division of Water
Quality.
7. A copy of the approved plans and specifications shall be
maintained on file by the Permittee for a minimum of five
years from the date of the completion of construction.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a
desire for the facilities to change ownership, or there is a
name change of the Permittee, a formal permit request must be
submitted to the Division of water Quality accompanied by an
application fee, documentation from the parties involved, and
other supporting materials as may be appropriate. The
approval of this request will be considered on its merits and
may or may not be approved.
6

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 143-215.6(a) to 143-215.6(c).
3. The issuance of this permit does not preclude the Permittee
from complying with any and all statutes, rules, regulations,
or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
4. In the event that the facilities fail to perform
satisfactorily, including the creation of nuisance conditions,
the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as
the construction of additional or replacement stormwater
management systems.
5. The permit may be modified, revoked and reissued or terminated
for cause. The filing of a request for a permit modification,
revocation and reissuance or termination does not stay any
permit condition.
Permit issued this the 8 th day of January, 1997.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howarth, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW7960601
7

AutoZone
Mr. Lawrence E. Evans
Craven County
Stormwater Permit No. SW7960601
Designer's Certification
I, , as a duly
registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time)
the construction of the project,
for
(Project)
(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.
Signature
Registration Number
Date
I

ROBEY ASSOCIATES 9193309888 P-02
AutoZone of New Bern
Vp
Detention Pond Maintenance Agreement
WASHINIGTON OFFICF
I.Operation and maintenance of the detention pond shall be the responsibility of the owner. OCT 1 5 1996
2.Operation of the system is automatic upon the occurrence of a rainfall event, however, there are several II�� E. M.
maintenance items that must be attended to. First of all, there must be a lawn maintenance program where the grJ
around the pond will be kept mowed during the growing season of the year. It is recommended for aesthetic reasons
that the grass be mowed on at least a bi-weekly basis unless actual growing conditions indicate otherwise, in which
case the mowing frequency should be modified to suit site conditions.
3. The outlet structure must be inspected periodically for obstructions and trash build-up. This inspection should be
done approximately once every three months to include inspection of the orifice in the drawdown device to check for
algae or other trash plugging the orifice, inspection of the rip -rap filter around the riser section for trash, cut weeds or
grasses which may tend to plug the filter, inspection of the trash rack for the same type of obstructions as with the
rip -rap filter and an inspection of the barrel section for any obstructions such as limbs or anything else that may have
passed the trash rack and pose a plugging problem. Any obstructions found shall be removed and hauled away from
the pond.
4. The forebay area must be checked for sediment deposits, especially during the first year of operation. The
frequency of the forebay inspections should be monthly until all disturbed areas have been stabilized or for a
minimum of 6 months, whichever is longer. 'fherealter, inspect forebay area every three months- To perform this
inspection elevations should be taken along the perimeter of the rip -tap flow distributionNelocity dissipation pad.
The bottom should approximately 2' to 2-1/2' below the permanent pool elevation. If this is not the case the rip -rap
pad will need to be removed, the sediments excavated to the levels indicated in die details and the xip-rap pads
replaced.
s. It should be noted that in addition to the inspection frequencies recommended above, the pond and its
appurtenances should be inspected after any major storm event that may transport large amounts of debris to the
pond.
By our signature below, we, as owner/operatorhnanager/administrator of the proposed facility do hereby agree to
perform the above mentioned items and maintain the proposed facility in proper operating condition.
LAWIZWCE G • GJAtN
�e. J.P. aFt7eJ�uPt� i�2 A,rrvzoa.=, TJG
Printed NPAC Printed Name
Printed Name
Signature
Signature
Printed Name
Signature

RECEIVED
WASHINGTON OF��FppICLE
_
,
Q 4'77v
RECEn/FD
WASHINGTOn
WA ttL�D IVISION OF ENVIRONMENTAL
MANAGEMENT JUN U
(�
�y
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
{L L AL
I. GENERAL INFORMATION:
\,..,,.nrn1
IProject
111
a,..�
1. Name: A�zo~)6 S�
NO 266a
2.
State Address)
CgAoj`"l coo3v
Project Location: (County, Road,
no-1 �Pwse -5uyb - nl�et ,/ ?Gm
, rJC
3.
Owner's Name: A • J • 1JALLAwIZZ-b J2-
Phone: Cf'� v&
4.
MailingAddress: 33,^5\� Cl,�„�
I�
&�
City NP.k, wtN
State Oc zip 2&G�7Z—4lo
5.
Application Date:
Fee SubmittedDO ✓ ' - Y_ 97
7.
Nearest Receiving Stream:
�— 3AS ✓aay.
Class:
8.
6rojectDescription: Oew 60,3c aac,aJ —
0� Tp1!% 120n,L" Mtee W/
II. PERMIT
INFORMATION
1. I Permit No. (will be completed by DEM)
2. Permit Type: /� New
Renewal
Modification (existing permit no.)
3. Project Type: Low Dehsity Detention
Infiltration X Other
4. other State/Federal Permits/Approvals Required:
(Check appropriate blanks)
X Sediment/Erosion Control CAMA Major 404 Permit
III. PROJECT BUILT UPON AREA
Drainage Drainage
Basin Basin Breakdown of Impervious Areas
Classification Buildings
Allowable Impervious Roads
Total Project Area Parking �L3%3�i SIC. Fi'•
.Proposed Impervious Other
% Impervious Area Totals 3215.7 Sg.fT.

a
IV. STORMWATER TREATMENT (Describe how runoff will be treated):
cv ecrLcJ 0"J SJTB ># P i P(0
GLc
vvr ,5 W C
�/ ariw 9d
V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS L%z3 /l
Deed restrictions and protective covenants are required for all low density projects and
all subdivisions prior to the sale of any lot. Please see Attachment A for specific
requirements.
By your signature below, you certify that the recorded deed restrictions and
protective covenants for this project shall include all the items required by the
permit, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the covenant cannot be changed
or deleted without concurrence from the State, and that they will be recorded
prior to the sale of any lot.
OWNER'S CERTIFICATION
I,
ease orint new clear)
certify that the
information included on this permit application form is correct, that the project will
be constructed in conformance with the approved plans, that the deed restrictions will
be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2H.1O00.
I authorile the beloy Anamed person or firm to submit stormwater plans on my
behalf. I' A
AUTHORIZED AGENT
Person or Firm Name: I-eW SLuS rvQ A-J'T' zyN& �^ •
Mailing Address: (0\
0 M AZ) ISO � A4 6 . 10 Ty FUjYL
City MG Ai
Phone: qO1
Qos - 970
State TN Zip sa)-03
Please submit application, fee and plans to appropriate Regional Office.
(see attached map)
-2-

3 B /z3

TR-55 GRAPHICAL DISCHARGE METHOD VERSION 1.11
Project AUTOZONE OF NEW BERN User: SCR Date: 10-08-96
County CRAVEN State: NC Checked: Date:
Subtitle: DETENTION POND CALCULATIONS
Data: Drainage Area 1.47 * Acres WASHINGRECEIVM
Runoff Curve Number 87 * OFFICE
Time of Concentration: 0.02 * Hours
Rainfall Type II OCT 1 0 1996
Pond and Swamp
Area
NONE
-----------------------------------------------------------
Storm Number
1
2
3
4
5
----------------------
Frequency (yrs)
------
1
------
2
------
5
------
10
------
25
24-Hr Rainfall (in)
3.5
4.3
5.7
6.7
7.7
Ia/P Ratio
0.09
0.07
0.05
0.04
0.04
Used
0.10
0.10
0.10
0.10
0.10
Runoff (in)
2.18
2.91
4.23
5.19
6.16
Unit Peak Discharge
2.083
2.083
2.083
2.083
2.083
(cfs/acre/in)
Pond and Swamp Factor
0.01 Ponds Used
----------------------
Peak Discharge (cfs)
* - Value(s) provided fi
1.00
7
,om TR-!
1.00
9
�5 systf
1.00
13
�m rout:
1.00
16
-nes
1.00
19
). E. K-
50
8.5
0.04
0.10
6.94
2.083
1.00
21
100
9.7
0.03
0.10
8.11
2.083
1.00
25

TR-55 CURVE NUMBER COMPUTATION VERSION 1.11
Project : AUTOZONE OF NEW BERN User: SCR Date: 10-08-96
County : CRAVEN State: NC Checked: Date:
Subtitle: DETENTION POND CALCULATIONS
Subarea : 1.47
--------------------------------------------------------------------=----------
Hydrologic Soil Group
COVER DESCRIPTION A B C D
Acres (CN)
-------------------------------------------------------------------------------
FULLY DEVELOPED URBAN AREAS (Veg Estab.)
Open space (Lawns,parks etc.)
Good condition; grass cover > 75% - - .70(74) -
Impervious Areas
Paved parking lots, roofs, driveways - - .77(98) -
Total Area (by Hydrologic Soil Group)
1.47
-------------------------------------------------------------------------------
SUBAREA: 1.47 TOTAL DRAINAGE AREA: 1.47 Acres WEIGHTED CURVE NUMBER:87*
-------------------------------------------------------------------------------
* - Generated for use by GRAPHIC method

TR-55
Tc and
Tt THRU
SUBAREA
COMPUTATION
VERSION
1.11
Project
AUTOZONE
OF NEW BERN
User: SCR
Date: 10-08-96
County
CRAVEN
State:
NC
Checked:
Date:
Subtitle:
DETENTION
POND CALCULATIONS
-------------------------------------------------------------------------------
Flow Type
2 year
Length
Slope
Surface
n Area
Wp Velocity
Time
rain
(ft)
(ft/ft)
code
(sq/ft)
(ft) (ft/sec)
(hr)
-------------------------------------------------------------------------------
Sheet
4.3
40
.01
A
0.011
Shallow Concent'd
100
.01
P
0.014
Time of Concentration =
0.02*
Sheet Flow Surface Codes
A
Smooth Surface
F
Grass,
Dense
B
Fallow (No Res.)
G
Grass,
Burmuda
C
Cultivated < 20 o Res.
H
Woods,
Light
D
Cultivated > 20 e Res.
I
Woods,
Dense
E
Grass -Range, Short
* - Generated for use by GRAPHIC
method
--- Shallow Concentrated ---
--- Surface Codes ---
P Paved
U Unpaved

'-PERMANENT POOL DETENTION PONDS Robev Associates Eneineerm,.
DESIGN OF POND P. 0. Box 2705
Elizabeth Cip-, NC 27909
AUTOZONE OF NEWBERN (919)-335-1888
10 Yr, 24 Hr Storm 10/09/96
DETENTION POND Page 1
SA/DA PERCENTAGES FOR 90% TSS REMOVAL WITHOUT VEGETATIVE FILTER
% IMPRV
3.0 FT
3.5 FT
4.0 FT
45 FT
5.0 FT 55 FT
6.0 FT
65 FT
7.0 FT
10%
1.3
1.0
0.8
0.7
0.6
0.5
0.4
0.3
02
20%
2.4
2.0
LS
1.7
1.5
1.4
1.2
LO
0.9
30%
3.5
3.0
2.7
25
2.2
1.9
1.6
1.3
1.1
40%
45
4.0
3.5
3.1
2.8
25
2.1
1.8
1.4
30%
5.6
5.0
4.3
3.9
3.50
3.1
2.7
2.3
1.9
60%
7.0
6.0
5.3
4.8
4.3
3.9
3.4
2.9
2.4
70%
8.1
7.0
6.0
5.5
5.0
4.5
3.9
3.4
2.9
80%
9.4
8.0
7.0
6.4
5.7
5.2
4.6
4.0
3.4
90%
10.7
9.0
7.9
7.2
6.5
5.9
5.2
4.6
3.9
100%
12.0
10.0
8.8
8.1
7.3
6.6
5.8
5.1
4.3
WATERSHED AREA:
WATERSHED % IMPERVIOUS:
PERMANENT POOL ELEVATION:
DESIGN PERMANENT POOL DEPTH:
SA/DA PERCENTAGE FACTOR:
POND SURFACE AREA REQ'D:
FOREBAY AREA:
AT WIDTH = 0.5 LENGTH,
WIDTH= 34.4182 LF
LENGTH = 68.8364 LF
1.47 ACRES
53 % ✓
47 FT
5 FT
3.7 % (FROM ABON'E TABLE TAKEN FROM DESIGN OF STOMP HATE
IX CONTROL FACILITIES WORKSHOP MANUAL. PENC 1988)
2369 SF
474 SF vZ
(BASED UPON MINIMUM SURFACE AREA)
7�qJ14
Use these dimensions:
WIDTH
35 LF Sh
LENGTH
70 LF �_4D
VOLUME OF 1" R.AFNTTFALL
Normal Pool Elevation 47
AREA OF ROOFS:
0.2
AC
AREA OF PARKING/CONCRETE:
0.57
AC
AREA OF GREEN AREAS:
0.7
/
AC
VOLUME OF RUNOFF
3199.5
C - voLlcrl=lluoor Lord°:vttil c .9s1+Ica: srozp a,seoi
STORAGE- DEPTH FOR MINIMUM AREA =
L31 F"I'
ELEVATION OF I" RAINFALL =
48.31

DRAWDOWN - WATER QUALITY
Q(2 DAYS) = 0.01852 CFS
Q(5 DAYS) = 0.00741 CFS
I" RUNOFF STAGE 1.31 FT
DEPTH OF DRAWDOWN DEVICE BELOW OUTLET 15 FT
I" RUNOFF OUTLET DEVICE: 0.78153 INCH DIA HOLE
DIAMETER OF HOLE TO USE: 0.75 INCH DIAMETER
V STORM RUNOFF DRAWDOWN TIME 3.10245 DAYS
A=[Q/(Cd*SQRT(2gh))]* 144
Rad.=SQRT(A/Pl)
Dia.=2*Rad.
INFLOW HYDROGRAPH
Return Year Storm 10 Yr
Qp = Peak Discharge = 16 cfs
Tc = Time to Concentration = 1.2 min
Calculation of Tp (Time to Peak)
From SCS NEH 4 , page 15-7 Eqn. 15.4
Lag Time (L) _ (I 0.8*(S+l) 0.7)/(1900*Y^0.5) for L in Hrs
where: I = hydraulic length of watershed (ft)
S = (1000/CN)-10
CN = approximately same CN from TR-55
Y = avg. watershed land slope in
S = (1000/CN)-10 = 1.49425
L= 0.15467 hrs
From SCS NEH 4 , page 16-7 Eqn. 16.7
Tp=D/2+L
where : D = unit of excess duration rainfall (hrs)
L = Lao, Time (hrs)
From SCS NEH 4, page 16-5 Eqn. 16.12
D = 0.133 tc
where: Tc = Time of Concentration (hrs) - (See Tr-55 Printout)
THEREFORE: D = 0.00266 firs
Tp =
0.156
hrs
= 9.36016
min
Volume under Hydrograph
= 1.39 *
Qp * Tp =
12490.2
Cubic Feet
200
1.49425
= 87
= 02

4
Inflow Hydroeraph
SCS Dimensionless Hydrograph
Time
Discharge Time Discharge
Volume
Ratio
Ratio hr cfs
cf
0.00
0.00 0.00
0
0.10
0.03 0.02
0
27
020
0.10 0.03
2
90
0.30
0.19 0.05
3
171.
0.40
031 0.06
5
279
0.50
0.47 0.08
8
422
0.60
0.66 0.09
11
593
0.70
0.82 0.11
13
737
0.80
0.93 0.12
15
836
0.90
0.99 0.14
16
890
1.00
1.00 0.16
16
899
1.10
0.99 0.17
16
890
120
0.93 0.19
15
836
130
0.86 0.20
14
773
1.40
0.78 0.22
12
701
1.50
0.68 0.23
11
611
1.60
0.56 0.25
9
503
1.70
0.46 0.27
7
413
1.80
039 0.28
6
350
1.90
0.33 030
5
297
2.00
0.28 031
4
252
2.20
0.21 0.34
3
372
2.40
0.15 0.37
2
264
2.60
0.11 0.41
2
192
2.80
0.08 0.44
1
138
3.00
0.06 0.47
1
99
3.20
0.04 0.50
1
72
3.40
0.03 0.53
0
52
3.60
0.02 0.56
0
38
3.80
0.02 059
0
27
4.00
0.01 0.62
0
20
4.50
0.01 0.70
0
22
5.00
0.00 0.78
0
0
Volume under hydrograph =
11864 cf
Based upon runoff volume
= 12490.2 cf
Depth rcq'd for mininuan area =
5.09804

STAGE STORAGE FUNCTION OF POND
(FOR RECTANGULER DETENTION POND ONLY)
Minimum surface area taken at normal Hater level
BASIN AREA INCR ACCUM
VOLUM VOLUM STAGE In s
S Z
sf cf cf ft
Pond Side Slope (M) =
In Z Z est Elevation
2450
0
0
0
Surface area at normal pool
47
2774
1306
1306
0.5
7.17
-0.69
0.50
47.5
3116
1473
2779
1
7.93
0.00
0.97
48
3476
1648
4427
1.5
5.40
0.41
1.45
48.5
3854
1833
6259
2
8.74
0.69
1.96
49
4250
2026
8285
2.5
9.02
0.92
250
495
4664
2229
10514
3
9.26
1.10
3.07
50
5096
2440
12954
3.5
9.47
1.25
3.68
50.5
5546
2661
15614
4
9.66
1.39
433
51
6014
2890
18504
4.5
9.83
1.50
5.02
51.5
6500
3129
21633
5
9.98
1.61
5.75
52
Regression
Output:
Constant
934346
Ks
= S/ZAb
= 2882.75
Std Err of Y Est
0.00969
R Squared
0.99962
No. of Observations
7
De:rees of Freedom
5
a Coefficient(s) 1.15215 = b
Std Err of Coef. 0.01009
FOR VERTICAL SIDED DETENTION POND SET b=0, AND Ks = SURFACE AREA (SF)
STAGE DISCHARGE
(FOR RISER/BARRELL SPILLWAY
W EMERGENCY
WEIR)
RISER
Dr =
36
Riser Dia. (in)
Etop =
49.00
Elev. Top Riser (ft) 52.10
CNvr =
333
Riser weir coeff
Cdr =
0.60
Riser orifice coeff
H I n =
8
Number of Holes
H Id =
2
Hole Dia. (in)
EH I =
48.50
Elev. Holes (1)
H2n =
0
Number of Holes
H2d =
2
Hole Dia. (in)
EH2 =
I5.00
Elev. Holes (2)
113n =
0
Number of Holes
H3d =
2
Hole Dia. (in)
EH3 =
15.00
Elev. Holes (3)
BARREL:
Db =
18
Barrel Dia. (in)
Einv =
47.00
Elev Inven Barrel (ft) Farrell Adjustment Factor
Cdb =
0.60
Barrel orifice coeff
3
V. /'
3-y0- 2e.rt.

EMERGENCY WEIR
Cw
=
3
Weir coeff
Ecr
=
51.00
Elev weir coeff
(ft)
L%N
=
20
Weir Length
(ft)
Riser
Riser
Riser
Elevation
Hole
Hole
Hole
Riser
Riser
Barrel
Principal
Enneracy
(1)
(2)
(3)
(weir)
(orifice) ,
Spillway
Weir
47.00
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
47.00
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
47.02
0.0
0.0
0.0
0.0
0.0
0.0
0.00
0.0
47.06
0.0
0.0
0.0
0.0
0.0
0.1
0.00
0.0
47.14
0.0
0.0
0.0
0.0
0.0
0.2
0.00
0.0
47.24
0.0
0.0
0.0
0.0
0.0
0.5
0.00
0.0
47.39
0.0
0.0
0.0
0.0
0.0
1.0
0.00
0.0
47.59
0.0
0.0
0.0
0.0
0.0
1.8
0.00
0.0
47.83
0.0
0.0
0.0
0.0
0.0
3.0
0.00
0.0
48.08
0.0
0.0
0.0
0.0
0.0
4.5
0.00
0.0
48.34
0.0
0.0
0.0
0.0
0.0
6.2
0.00
0.0
48.60
0.3
0.0
0.0
0.0
0.0
7.8
0.26
0.0
48.84
0.5
0.0
0.0
0.0
0.0
8.9
0.49
0.0
49.06
0.6
0.0
0.0
OS
8.3
9.7
1.08
0.0
49.25
0.7
0.0
0.0
3.9
17.0
10.4
4.65
0.0
49.37
0.8
0.0
0.0
7.0
20.6
10.8
7.75
0.0
49.41
0.8
0.0
0.0
8.3
21.9
11.0
9.13
0.0
49.41
0.8
0.0
0.0
8.3
21.8
10.9
9.05
0.0
49.39
0.8
0.0
0.0
7.5
21.1
10.9
8.30
0.0
49.35
0.8
0.0
0.0
6.6
20.3
10.8
7.41
0.0
49.32
0.8
0.0
0.0
5.8
19.3
10.7
6.53
0.0
49.26
0.7
0.0
0.0
4.2
17.4
10.4
4.95
0.0
49.21
0.7
0.0
0.0
3.1
15.7
10.3
3.80
0.0
49.17
0.7
0.0
0.0
2.2
14.0
10.1
2.88
0.0
49.13
0.7
0.0
0.0
1.5
12.5
10.0
2.22
0.0
49.10
0.7
0.0
0.0
1.1
11.0
9.9
1.72
0.0
49.08
0.6
0.0
0.0
0.7
9.6
9.8
1.34
0.0
49.06
0.6
0.0
0.0
0.4
8.2
9.7
L07
0.0
49.04
0.6
0.0
0.0
0.2
6.8
9.6
0.87
0.0
49.02
0.6
0.0
0.0
0.1
5.2
9.6
0.72
0.0
49.01
0.6
0.0
0.0
0.0
3.2
9.5
0.63
0.0
4S.97
0.6
0.0
0.0
0.0
0.0
24
0.58
0.0
48.94
0.6
0.0
0.0
0.0
0.0
9.3
056
0.0

ROUTING OF INFLOW HYDROGRAPH THROUGH POND AND OUTFLOW DEVICE
Total
Riser
Riser
Riser
Barrel
Emer.a
Time
Inflow
Stora,-e
Stage
Outflow
Holes
(weir)
(orifice)
Spillway
t (hr)
cfs
cf
Elevation
cfs
(1+2+3)
cfs
cfs
cfs
cfs
cfs
0.000
0
0
47.00
0.00
0.00
0.00
0.00
0.00
0.00
0.016
0
0
47.00
0.00
0.00
0.00
0.00
0.00
0.00
0.031
2
26.9573
47.02
0.00
0.00
0.00
0.00
0.01
0.00
0.047
3
116.815
47.06
0.00
0.00
0.00
0.00
0.06
0.00
0.062
5
287.544
47.14
0.00
0.00
0.00
0.00
0.20
0.00
0.078
8
566.103
47.24
0.00
0.00
0.00
0.00
0.48
0.00
0.094
Il
988.433
47.39
0.00
0.00
0.00
0.00
1.00
0.00
0.109
13
1581.49
47.59
0.00
0.00
0.00
0.00
1.84
0.00
0.125
15
2318.33
47.83
0.00
0.00
0.00
0.00
3.03
0.00
0.140
16
3154
48.08
0.00
0.00
0.00
0.00
4.52
0.00
0.156
16
404359
48.34
0.00
0.00
0.00
0.00
6.24
0.00
0.172
16
4942.17
48.60
0.26
0.26
0.00
0.00
7.82
0.00
0.187
15
5817.09
48.84
0.49
0.49
0.00
0.00
8.87
0.00
0.203
14
6625.27
49.06
1.08
0.63
0.45
8.27
9.72
0.00
0.218
12
7337.45
49.25
4.65
0.73
3.92
17.01
10.40
0.00
0.234
11
7777.31
49.37
7.75
0.78
6.96
20.60
10.80
0.00
0.250
9
7953.36
49.41
9.13
0.80
8.33
21.87
10.95
0.00
0.265
7
7943.81
49.41
9.05
0.80
8.25
21.80
10.95
0.00
0.281
6
7848.72
49.39
8.30
0.79
7.51
21.13
10.86
0.00
0.296
5
7733.16
49.35
7.41
0.78
6.63
20.27
10.76
0.00
0312
4
7613.52
49.32
6.53
0.76
5.77
1935
10.66
0.00
0343
3
7383.46
49.26
4.95
0.73
4.21
17.42
10.45
0.00
0.374
2
7200.01
49.21
3.80
0.71
3.09
15.72
10.28
0.00
0.406
2
703732
49.17
2.88
0.69
2.20
14.02
10.12
0.00
0.437
1
6905.76
49.13
2.22
0.67
1.55
12.48
10.00
0.00
0.468
1
6795.01
49.10
1.72
0.65
1.06
11.02
9.89
0.00
0.499
1
6700.87
49.08
134
0.64
0.70
9.59
9.80
0.00
0.530
0
6621.95
49.06
1.07
0.63
0.44
8.21
9.72
0.00
0.562
0
6554.08
49.04
0.87
0.62
0.25
6.79
9.65
0.00
0.593
0
6494.41
49.02
0.72
0.61
0.11
5.24
9.59
0.00
0.624
0
6440.17
49.01
0.63
0.60
0.03
3.24
9.53
0.00
0.702
0
6313.64
48.97
058
0.58
0.00
0.00
9.40
0.00
0.790
0
6173.51
48.94
056
0.56
0.00
0.00
9.25
0.00
49.4129 = maximum state elevation
9.13013 = maximum discharec

T
A Chart 1
16
14
12
T
6
4
OM
0.000 0.100 0.200 0.300 0.400 0.500 0.600
Time (hrs)
0.700 0.800
■ INFLOW (cfs)
OUTFLOW (cfs)
Page 1

AUTOZONE STORE DESIGN
LETTER OF TRANSMITTAL
William J. Moore
PANY: DEHNR Water Quality Section
2ESS: 1424 Carolina Avenue
,ST.: Washington, NC. 27889
NO.: ( 919 ) 946-6481
CC: Sean Robey
Date: 9 October 1996
ARCHITECTURAL TEAM OF:
n Lew EIIis,Architect 901 / 495-8707
l Rob Hooks,Sr. Draft. 901 / 495-8724
Fax Number -- 901 / 495-8901
Autozone Store Number: 299A
Street: 1707 Neuse Blvd.
City,St.: New Bern, NC.
are sending you C Attached _Under Separate Cover -- Via Fjf2�5T CI A% 411t,
_Permit Application _Check Number
Copy of Letter _Purchase Order x
ied please find the original executed copy of the Detention Pond Maintenance
ment. It has been signed by the Senior Vice President of Development.
let me know if you need anything additional.
ND TO:
Iartment 4020
Box 2198
nahis.Tennessee 38101
RECE1vm
NrASHINGTON OFGIr' -
OCT 1 5 oi6
D. E. M.
DELIVERY / STREET ADDRESS
Dept. 4020 / 10th Floor
60 Madison Avenue
Memphis,Tennessee 38103

w'��_
ROBEY ASSOCIATES
ENGINEERING
Mr. Bill Moore
Dept. of Natural Resources and Community Development
Water Quality Section
1424 Carolina Avenue
Washington, NC 27889
Subject: Revisions to Sedimentation/Erosion Control Plan
Auto Zone Store No. 299A
Craven County
Dear Mr. Moore:
SEANC. ROBEY, P.E.
Office [phone]
Fax [phone]
October 9, 1996
RECEIVED F
wPSNINGTON OF ICE
OCT 1 0 1996
p.EM.
Based upon your letter dated July 5, 1996, we have enclosed the following information
for your review and approval:
A corrected copy of Page 1 of the Stormwater Application.
2. Two (2) copies of stormwater calculations.
3. A copy of a letter addressing the variation in the water table.
4. Two (2) copies of Sheets C1.2, C1.3 and CIA.
The operation and maintenance agreement will be forwarded to you from AutoZone, Inc,
in Tennessee.
If you have any questions concerning this submission, please do not hesitate to contact
this office at [phone].
Sincerely,
Sean C. Robey, P.E.
-I
Kimberly D. Hamby
cc: Mr. Lew Ellis
file
Mailing Address: P.O. Box 2705 Elizabeth City, NC 27906-2705 Office : 523 S. Hughes Blvd. Elizabeth City, NC 27909

OCT-03-96 15:55 FROM.AUTOZONE D&C ID:4956901 PAGE 13/14
EnviroSolve, Inc.
Engineering, Elrvironmerltal and
Management Services
TJ ?cx 6153
Greemilie. SC Y606
July 29, 1996
Mr. Lew Blis
AutoZone, Inc.
Department 4020 - Design
60 Madison Avenue
Memphis, TN 38103
Subject Variation in Water Table
New Eem, NC
EnviroSotve Project: 95018.3
Dear Mr. Ellis.
Ptnre (ECG 29 i4
Fin' (8') i/ I.T"'...
As per your request. I have reviewed rainfall data for New Bem and made an approximation
I
or the possible rise in groundwater due to variation in precipitation.
Based on rainfall amounts equal to 2(3 of the annual 50 inch rainfall occurring in 90 days, I
calculate a rise in groundwater of 4.26 feet Thus, the groundwater, which was measured
at 11.0 ft., would rise to 7 ft below grade. In reality, I don't believe that this would occur
because the site appeared to have good drainage to a drainage ditch to the west along US
Hwy. 70.
I hone this calculation is of assistance to you
Very truly your,
ENVIROSOLVE, INC.,'
r 5 p,
9 James G. Kahle, RE
Geofechnicai Engineer :i_, o
JGKja
Peter L Koste, P.E.
Review Engineer

State of North Carolina
Department of Environment,
Health and Natural Resources
Washington Regional Office
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
W "a
IDFE Nf1
DIVISION OF WATER QUALITY
WATER QUALITY SECTION
July 5, 1996
AutoZone, Inc
Attn: Mr. Lew Ellis
P.O. Box 2198
Memphis, Tennessee 38101
Subject: Application No. SW7960601
AutoZone Store No 299A
Craven County
Dear Mr. Ellis:
The Washington Regional Office acknowledges receipt of your
permit application and supporting information on June 4, 1996.
This application has been assigned the number listed above.
A preliminary review of your project has been completed. The
following additional information is needed before a permit can be
issued:
- completed stormwater application
- stormwater calculations (SA/DA, Storage Volumes, orifice)
- soil and water table descriptions
- operation & maintenance agreement
- redesign for inlets & forebay
The above information must be submitted within 30 days, or
your application will be returned as incomplete. If you have
questions, please feel free to contact me at [phone],
extension 264.
Sincerely,
William J. Moore
Environmental Engineer
Washington Regional Office
cc: ashington Regional Office
1424 Carolina Avenue, Washington, NC 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled / 10% post-consuner paper

AUTOZONE STORE DESIGN
LETTER OF TRANSMITTAL
William J. Moore
PANY: DEHNR-Water Quality Section
DRESS: 1424 Carolina Ave.
,ST.: Washington, N.C. 27889
NO.: 919 / 946-6481
CC:
Date: 31 May 1996
Lew EIIis,Architect 901 / 495-8707
Mark Hammer,Sr. Draft. 901 / 495-8724
Rob Hooks,Draftsman 901 / 495-8730
Fax Number -- 901 / 495-8901
Autozone Store Number: 299A
Street: 1707 Neuse Blvd.
City,St.: New Bern, N.C.
are sending you _Attached _Under Separate Cover -- Via %ED E✓ (
ngs Y, Permit Application Check Numbers '7"04J i� 1Y+048
Copy of Letter _Purchase Order
REMARKS:
Enclosed please find the following :
1.Applications for both Storm Water Management & Erosion Control .
2.Four (4) complete sets of site drawings. (Two for each section)
3.Two (2) sets of storm water calculations and the hydrology report.
4.Two (2) checks to cover the fees for each appilcation.
Please forward the appropriate documents to the Land Quality Section. I
appreciate your help in this matter, please feel free to contact me if you need
anything additional regarding this project.
ND TO:
iartment 4020
Box 2198
nphis,Tennessee 38101
DELIVERY / STREET ADDRESS
Dept. 4020 / 10th Floor
60 Madison Avenue
Memphis,Tennessee 38103

REVISED
HYDROLOGY REPORT
FOR
1.47 ACRE
RETAIL AUTO PARTS SITE
1707 NEUSE BLVD.
NEW BERN, N.C.
AZ PROJECT NO. 0299
SDG PROJECT NO.: 96415
DATE: 04/30/96
(REVISED: 5/31 /96)
PREPARED FOR:
AUTOZONE, INC.
SDG ENGINEERING
P.O. BOX 674746
MARIETTA, GEORGIA 30067
[phone]

PURPOSE:
This report has been prepared for AutoZone, Inc., for the purpose of determining the
extent of existing versus proposed storm water runoff according to common engineering
practices.
DESCRIPTION:
The existing 1.47acre site is located in New Bern, NC. Currently the site is undeveloped.
The existing site can be divided into four (4) drainage areas as shown on the attached
existing conditions drainage area plan.
The proposed retail development can also be divided into five (5) areas as shown on the
attached proposed conditions drainage area plan.
ASSUMPTIONS USED:
Existing Conditions:
l) All flow calculations were computed using the rational method.
Coefficients used were based on common engineering practice.
The rainfall data was averaged between two cities in the area. The
rainfall curves for the 2, 5, 10, 25, 50, and 100 yr. storms is
attached.
2) Combined C factors for each area based on:
C= 0.45 - Pervious Areas
C= 0.95 - Impervious Areas
3) All areas are divided per survey information provided
by Lanier Surveying Co., Inc., survey dated March 7, 1996.
Proposed Conditions:
1) All flow calculations were computed using the rational method.
Coefficients used were based on common engineering practice.
The rainfall data was averaged between two cities in the area. The
rainfall curves for the 2, 5, 10, 25, 50, and 100 yr. storms is
attached.
2) Combined C factors for each area based on:
C= 0.45 - Pervious Areas
C= 0.95 - Impervious Areas

3) All areas are divided per attached grading plan provided by
Auto Zone, Inc., Design and Construction, dated 04/22/96.
FLOW CALCULATIONS:
Existing Conditions:
Basin 1
A = 0.36 acres
C = 0.45
Tc = 5 min.
(Rational Method)
Basin 2
A = 0.38 acres
C = 0.45
Tc = 5 min.
(Rational Method)
Basin 3
A = 0.42 acres
C = 0.45
Tc = 5 min.
(Rational Method)
Basin 4
A=0.31
C = 0.45
Tc = 5 min.
(Rational Method)
Existing Conditions Summary
FREQUENCY
INTENSITY
BASIN I
BASIN 2
BASIN 3
BASIN 4
TOTAL
(yr)
(in/hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
2
5.1
0.8
0.9
1.0
0.7
3.4
5
6.1
1.0
1.0
1.2
0.9
4.1
10
7.0
1.1
1.2
1.3
1.0
4.6
25
7.9
1.3
1.4
1.5
1.1
5.3
50
8.8
1.4
1.5
1.7
1.2
5.8
100
9.4
1.5
1.6
1.8
1.3
6.2

Proposed Conditions:
Basin IA
A = 0.04 acres
C = 0.45
A = 0.01 acres
C = 0.95
Combined
A = 0.05 acres
C = 0.55
Tc = 5 min.
(Rational Method)
Basin I (To Pond)
A = 0.28 acres
C = 0.45
A = 0.77 acres
C = 0.95
Combined
A = 1.05 acres
C = 0.82
Tc = 5 min.
(Hydrograph Routing)
Basin 2
A = 0.13 acres
C = 0.45
Tc = 5 min.
(Rational Method)
Basin 3
A = 0.08 acres
C = 0.45
Tc = 5 min.
(Rational Method)
Basin 4
A = 0.14 acres
C = 0.45
A = 0.02 acres
C = 0.95
Combined
A = 0.16 acres
C=0.51
Tc = 5 min.
(Rational Method)

Developed Conditions Summary
FREQUENCY
INTENSITY
BASIN IA
BASIN 1B
13ASIN2
13ASIN 3
BASIN
TOTAL
(yr)
(in/hr)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
(cfs)
2
5.1
0.1
1.1
0.3
0.2
0.4
2.1
5
6.1
0.2
1.3
0.4
0.2
0.5
2.6
10
7.0
0.2
1.3
0.4
0.3
0.6
2.8
25
7.9
0.2
1.4
0.5
0.3
0.6
3.0
50
8.8
0.2
1.5
0.5
0.3
0.7
3.2
100
9.4
0.3
1.6
0.5
0.3
0.8
3.5
The analysis indicates that the developed runoff for the 2-100 year storms will be reduced.
A routing printout for the detention pond in Basin 1B is attached.

SCALE 1:24000
1/2 0 MILE
1000 0 1000 211100 3 co —T
4000 5000 600C 7000 F11-1
SITE LOCATION MAP
AUTOZONE, INC.
Neuse Boulevard
NEW BERN, NC NEW BERN, NORTH CAROLINA
FRONT ROYAL ENVIRONMENTAL SERVICES, INC.
Date: 03114/96 Project: 96GO-18� I '
NORTH SCALE: 1:: 4000 1 FIGURE 1

O
0
a
L�
L
0
ul
0
OPENING 3 SIDES.
PAVED INVERT
0.50' (TYP) —�
18" RCP
�-- 0.50' (TYP)
PRECAST CONC. BOX
STANDARD MANHOLE
FRAME AND COVER
100 YR OVERFLOW
1 INV. EL. 50.00
6" ORIFICE
INV. EL. 47.00
O
u-)
O
r-PROP. GRADE
4"-6" SAND BASE
PRECAST CONC. BASE
OUTLET STRUCTURE
0

PAGE
SDG ENGINEERING
MARIETTA, GEORGIA
MAY 31, 1996
HYDROLOGIC REPORT FOR �
AUTOZONE - NEW BERN
STAGE, STORAGE & DISCHARGE
POND IDENTIFIER 1
1 = 6
INCH CIRCULAR
ORIFICE
- INVERT 47
ELEV
STORAGE
OUTFLOW
2S/T+0
(CU.FT.)
(CFS)
(CFS)
47.0
0.0
0.0
0.0
48.0
1050.0
0.8
14.8
49.0
3373.0
1.3
46.2
50.0
6154.0
1.6
83.6
51.0
9425.0
1.8
127.5
52.0
13197.0
2.1
178.0

HYDROLOGIC REPORT FOR
AUTOZONE - NEW BERN
UNIVERSAL RATIONAL HYDROGRAPH
Q(PEAK) = C*I*A
2 YEAR STORM FREQUENCY
BASIN IDENTIFIER 1B
DISCHARGES INTO POND
BASIN AREA =
RUNOFF COEFF. =
RAINFALL INT. =
TIME OF CONC. =
VOLUME
TIME
(MIN)
1.05
0.82
5.10
5.00
4463.42
RUNOFF
(C.F.S.)
0.0
0.0
2.5
0.5
5.0
1.0
7.5
1.2
10.0
1.5
12.5
2.9
15.0
4.4
17.5
3.5
20.0
2.6
22.5
2.2
25.0
1.9
27.5
1.6
30.0
1.3
32.5
1.1
35.0
0.8
37.5
0.8
40.0
0.8
42.5
0.7
45.0
0.7
47.5
0.4
50.0
0.0
52.5
0.0
55.0
0.0
57.5
0.0
60.0
0.0
62.5
0.0
65.0
0.0
67.5
0.0
70.0
0.0
72.5
0.0
PAGE
SDG ENGINEERING
MARIETTA, GEORGIA
MAY 31, 1996
ACRES
IN/HR
MINUTES
CUBIC FEET

PAGE
SDG ENGINEERING
MARIETTA, GEORGIA
14AY 31, 1996
HYDROLOGIC REPORT FOR
AUTOZONE - NEW BERN
HYDROGRAPH RESERVOIR ROUTING
BASIN IDENTIFIER 1B
POND IDENTIFIER 1
2 YEAR STORM FREQUENCY
------------------------------------------------------------------------------
T I1 12 2S1/T 01 2S2/T 02 2S2/T
+02
-----------------------------------------------------------------------
2.5
0.0
0.5
0.0
0.0
0.5
0.0
0.5
5.0
0.5
1.0
0.5
0.0
2.0
0.1
1.9
7.5
1.0
1.2
1.9
0.1
4.0
0.2
3.8
10.0
1.2
1.5
3.8
0.2
6.3
0.3
5.9
12.5
1.5
2.9
5.9
0.3
10.0
0.6
9.4
15.0
2.9
4.4
9.4
0.6
16.2
0.8
15.3
17.5
4.4
3.5
15.3
0.8
22.4
0.9
21.5
20.0
3.5
2.6
21.5
0.9
26.6
1.0
25.6
22.5
2.6
2.2
25.6
1.0
29.4
1.0
28.4
25.0
2.2
1.9
28.4
1.0
31.4
1.0
30.4
27.5
1.9
1.6
30.4
1.0
32.7
1.1
31.7
30.0
1.6
1.3
31.7
1.1
33.4
1.1
32.4
32.5
1.3
1.1
32.4
1.1
33.6
1.1
32.5
35.0
1.1
0.8
32.5
1.1
33.3
1.1
32.3
37.5
0.8
0.8
32.3
1.1
32.8
1.1
31.7
40.0
0.8
0.8
31.7
1.1
32.2
1.1
31.2
42.5
0.8
0.7
31.2
1.1
31.6
1.0
30.6
45.0
0.7
0.7
30.6
1.0
31.0
1.0
29.9
47.5
0.7
0.4
29.9
1.0
30.0
1.0
29.0
50.0
0.4
0.0
29.0
1.0
28.3
1.0
27.3
52.5
0.0
0.0
27.3
1.0
26.3
1.0
25.3
55.0
0.0
0.0
25.3
1.0
24.4
0.9
23.4
57.5
0.0
0.0
23.4
0.9
22.5
0.9
21.5
60.0
0.0
0.0
21.5
0.9
20.6
0.9
19.7
62.5
0.0
0.0
19.7
0.9
18.8
0.9
17.9
65.0
0.0
0.0
17.9
0.9
17.1
0.8
16.2
67.5
0.0
0.0
16.2
0.8
15.4
0.8
14.5
70.0
0.0
0.0
14.5
0.8
13.7
0.8
13.0
72.5
0.0
0.0
13.0
0.8
12.2
0.7
11.5
MAXIMUM
ELEVATION
=
48.6 FT
MAXIMUM
STORAGE
=
2440.1 CU FT
MAXIMUM
DISCHARGE
=
1.1 CPS

HYDROLOGIC REPORT FOR
AUTOZONE - NEW BERN
UNIVERSAL RATIONAL HYDROGRAPH
Q(PEAK) = C-I*A
5 YEAR STOR14 FREQUENCY
BASIN IDENTIFIER 1B
DISCHARGES INTO POND
BAS"IN AREA =
RUNOFF COEFF. =
RAINFALL INT. =
TIME OF CONC. =
VOLUME =
TIME
(MIN)
1.05
0.82
6.10
5.00
5846.62
RUNOFF
(C.F.S.)
0.0
0.0
2.5
0.6
5.0
1.3
7.5
1.6
10.0
1.9
12.5
3.6
15.0
5.3
17.5
4.5
20.0
3.8
22.5
3.1
25.0
2.5
27.5
2.1
30.0
1.8
32.5
1.4
35.0
1.1
37.5
1.1
40.0
1.0
42.5
0.9
45.0
0.9
47.5
0.4
50.0
0.0
52.5
0.0
55.0
0.0
57.5
0.0
60.0
0.0
62.5
0.0
65.0
0.0
67.5
0.0
70.0
0.0
72.5
0.0
PAGE
SDG ENGINEERING
MARIETTA, GEORGIA
MAY 31, 1996
ACRES
IN/HR
MINUTES
CUBIC FEET

PAGE
SDG ENGINEERING
MARIETTA, GEORGIA
MAY 31, 1996
HYDROLOGIC REPORT FOR
AUTOZONE - NEW BERN
HYDROGRAPH RESERVOIR ROUTING
BASIN IDENTIFIER 1B
POND IDENTIFIER 1
5 YEAR STORM FREQUENCY
--------------- _
----------------------------------------
_____
T I1 I2 2S1/T 01 2S2/T 02 2S2/T
+02
--------------------------------------------------------------
2.5
0.0
0.6
0.0
0.0
0.6
0.0
0.6
5.0
0.6
1.3
0.6
0.0
2.5
0.1
2.3
7.5
1.3
1.6
2.3
0.1
5.1
0.3
4.8
10.0
1.6
1.9
4.8
0.3
8.0
0.4
7.5
12.5
1.9
3.6
7.5
0.4
12.5
0.7
11.8
15.0
3.6
5.3
11.8
0.7
20.0
0.9
19.1
17.5
5.3
4.5
19.1
0.9
28.0
1.0
27.0
20.0
4.5
3.8
27.0
1.0
34.4
1.1
33.3
22.5
3.8
3.1
33.3
1.1
39.2
1.2
38.0
25.0
3.1
2.5
38.0
1.2
42.5
1.2
41.3
27.5
30.0
2.5
2.1
41.3
1.2
44.6
1.2
43.4
2.1
1.8
43.4
1.2
46.1
1.2
44.8
32.5
1.8
1.4
44.8
1.2
46.8
1.3
45.5
35.0
1.4
1.1
45.5
1.3
46.8
1.3
45.6
37.5
1.1
1.1
45.6
1.3
46.5
1.3
45.3
40.0
1.1
1.0
45.3
1.3
46.1
1.2
44.9
42.5
1.0
0.9
44.9
1.2
45.6
1.2
44.4
45.0
0.9
0.9
44.4
1.2
44.9
1.2
43.7
47.5
0.9
0.4
43.7
1.2
43.8
1.2
42.5
50.0
0.4
0.0
42.5
1.2
41.8
1.2
40.6
52.5
0.0
0.0
40.6
1.2
39.4
1.2
38.2
55.0
0.0
0.0
38.2
1.2
37.1
1.1
35.9
57.5
0.0
0.0
35.9
1.1
34.8
1.1
33.7
60.0
0.0
0.0
33.7
1.1
32.6
1.1
31.6
62.5
0.0
0.0
31.6
1.1
30.5
1.0
29.5
65.0
0.0
0.0
29.5
1.0
28.4
1.0
27.4
67.5
0.0
0.0
27.4
1.0
26.4
1.0
25.4
70.0
0.0
0.0
25.4
1.0
24.5
1.0
23.5
72.5
0.0
0.0
23.5
1.0
22.6
0.9
21.6
MAXIMU14
ELEVATION
=
49.0 FT
MAXIMUM
STORAGE
=
3419.1 CU FT
MAXIMUM
DISCHARGE
=
1.3 CFS

HYDROLOGIC REPORT FOR
AUTOZONE - NEW BERN
UNIVERSAL RATIONAL HYDROGRAPH
Q(PEAK) = C*I*A
10 YEAR STORM FREQUENCY
BASIN IDENTIFIER 1B
DISCHARGES INTO POND
BASIN AREA =
RUNOFF COEFF. =
RAINFALL INT. =
TIME OF CONC. =
VOLUME =
TIME
(MIN)
1.05
0.82
7.00
5.00
6695.14
RUNOFF .
(C.F.S.)
0.0
0.0
2.5
0.8
5.0
1.5
7.5
1.9
10.0
2.2
12.5
4.1
15.0
6.0
17.5
5.3
20.0
4.6
22.5
3.6
25.0
2.7
27.5
2.3
30.0
1.9
32.5
1.6
35.0
1.2
37.5
1.2
40.0
1.1
42.5
1.1
45.0
1.1
47.5
0.5
50.0
0.0
52.5
0.0
55.0
0.0
57.5
0.0
60.0
0.0
62.5
0.0
65.0
0.0
67.5
0.0
70.0
0.0
72.5
0.0
PAGE
SDG ENGINEERING
MARIETTA, GEORGIA
MAY 31, 1996
ACRES
IN/HR
MINUTES
CUBIC FEET

PAGE
SDG ENGINEERING
MARIETTA, GEORGIA
MAY 31, 1996
HYDROLOGIC REPORT FOR
AUTOZONE - NEW BERN
HYDROGRAPH RESERVOIR ROUTING
BASIN IDENTIFIER 1B
POND IDENTIFIER 1
10 YEAR STORM FREQUENCY
----------------------------------
-------------------------------
T 21 22 2S1/T 01 2S2/T 02 2S2/T
+02
--------------------------------------------------------------
2.5
0.0
0.8
0.0
0.0
0.8
0.0
0.7
5.0
0.8
1.5
0.7
0.0
2.9
0.2
2.8
7.5
1.5
1.9
2.8
0.2
6.0
0.3
5.6
10.0
1.9
2.2
5.6
0.3
9.4
0.5
8.8
12.5
2.2
4.1
8.8
0.5
14.6
0.8
13.8
15.0
4.1
6.0
13.8
0.8
23.2
0.9
22.2
17.5
6.0
5.3
22.2
0.9
32.6
1.1
31.6
20.0
5.3
4.6
31.6
1.1
40.4
1.2
39.2
22.5
4.6
3.6
39.2
1.2
46.3
1.3
45.1
25.0
3.6
2.7
45.1
1.3
50.1
1.3
48.8
27.5
2.7
2.3
48.8
1.3
52.5
1.3
51.2
30.0
2.3
1.9
51.2
1.3
54.2
1.3
52.9
32.5
1.9
1.6
52.9
1.3
55.1
1.3
53.7
35.0
1.6
1.2
53.7
1.3
55.2
1.3
53.9
37.5
1.2
1.2
53.9
1.3
54.9
1.3
53.6
40.0
1.2
1.1
53.6
1.3
54.5
1.3
53.2
42.5
1.1
1.1
53.2
1.3
54.1
1.3
52.7
45.0
1.1
1.1
52.7
1.3
53.6
1.3
52.2
47.5
1.1
0.5
52.2
1.3
52.5
1.3
51.2
50.0
0.5
0.0
51.2
1.3
50.4
1.3
49.1
52.5
0.0
0.0
49.1
1.'3
47.9
1.3
46.6
55.0
0.0
0.0
46.6
1.3
45.3
1.2
44.1
57.5
60.0
0.0
0.0
44.1
1.2
42.9
1.2
41.7
62.5
0.0
0.0
41.7
1.2
40.4
1.2
39.3
65.0
0.0
0.0
39.3
1.2
38.1
1.1
37.0
0.0
0.0
37.0
1.1
35.8
1.1
34.7
67.5
0.0
0.0
34.7
1.1
33.6
1.1
32.5
70.0
0.0
0.0
32.5
1.1
31.5
1.0
30.4
72.5
0.0
0.0
30.4
1.0
29.4
1.0
28.3
MAXIMUM
ELEVATION
=
49.2 FT
MAXIMUM
STORAGE
=
4039.7 CU FT
MAXIMUM
DISCHARGE
=
1.3 CFS

0
HYDROLOGIC REPORT FOR
AUTOZONE - NEW BERN
UNIVERSAL RATIONAL HYDROGRAPH
Q(PEAK) = C*I*A
25 YEAR STORM FREQUENCY
BASIN IDENTIFIER 1B
DISCHARGES INTO POND
BASIN AREA =
RUNOFF COEFF. =
RAINFALL INT. =
TIME OF CONC. =
VOLUME
TIME
(MIN)
1.05
0.82
7.90
5.00
7752.87
RUNOFF
(C.F.S.)
0.0
0.0
2.5
0.8
5.0
1.7
7.5
2.2
10.0
2.7
12.5
4.7
15.0
6.8
17.5
6.2
20.0
5.5
22.5
4.3
25.0
3.0
27.5
2.6
30.0
2.2
32.5
1.8
35.0
1.4
37.5
1.3
40.0
1.3
42.5
1.2
45.0
1.1
47.5
0.6
50.0
0.0
52.5
0.0
55.0
0.0
57.5
0.0
60.0
0.0
62.5
0.0
65.0
0.0
67.5
0.0
70.0
0.0
72.5
0.0
PAGE
SDG ENGINEERING
MARIETTA, GE:ORGIA
MAY 31, 1996
ACRES
IN/HR
MINUTES
CUBIC FEET

PAGE
SDG ENGINEERING
MARIETTA, GEORGIA
MAY 31, 1996
HYDROLOGIC REPORT FOR
AUTOZONE - NEW BERN
HYDROGRAPH RESERVOIR ROUTING
BASIN IDENTIFIER 1B
POND IDENTIFIER 1
25 YEAR STORM FREQUENCY
------------------------------------------------------------------------------
T I1 I2 2S1/T 01 2S2/T 02 2S2/T
+02
------------------------------------------------------------------------------
2.5
0.0
0.8
0.0
0.0
0.8
0.0
0.8
5.0
0.8
1.7
0.8
0.0
3.3
0.2
3.1
7.5
1.7
2.2
3.1
0.2
6.8
0.4
6.4
10.0
2.2
2.7
6.4
0.4
10.9
0.6
10.3
12.5
2.7
4.7
10.3
0.6
17.1
0.9
16.3
15.0
4.7
6.8
16.3
0.9
27.0
1.0
26.0
17.5
6.8
6.2
26.0
1.0
38.0
1.1
36.9
20.0
6.2
5.5
36.9
1.1
47.4
1.3
46.2
22.5
5.5
4.3
46.2
1.3
54.8
1.3
53.4
25.0
4.3
3.0
53.4
1.3
59.4
1.4
58.1
27.5
3.0
2.6
58.1
1.4
62.4
1.4
61.0
30.0
2.6
2.2
61.0
1.4
64.5
1.4
63.1
32.5
2.2
1.8
63.1
1.4
65.8
1.4
64.3
35.0
1.8
1.4
64.3
1.4
66.1
1.4
64.7
37.5
1.4
1.3
64.7
1.4
66.0
1.4
64.6
40.0
1.3
1.3
64.6
1.4
65.8
1.4
64.4
42.5
1.3
1.2
64.4
1.4
65.5
1.4
64.1
45.0
1.2
1.1
64.1
1.4
65.1
1.4
63.7
47.5
1.1
0.6
63.7
1.4
64.0
1.4
62.6
50.0
0.6
0.0
62.6
1.4
61.7
1.4
60.4
52.5
0.0
0.0
60.4
1.4
59.0
1.4
57.6
55.0
0.0
0.0
57.6
1.4
56.3
1.3
54.9
57.5
0.0
0.0
54.9
1.3
53.6
1.3
52.3
60.0
0.0
0.0
52.3
1.3
51.0
1.3
49.7
62.5
0.0
0.0
49.7
1.3
48.4
1.3
47.1
65.0
0.0
0.0
47.1
1.3
45.8
1.2
44.6
67.5
0.0
0.0
44.6
1.2
43.3
1.2
42.1
70.0
0.0
0.0
42.1
1.2
40.9
1.2
39.7
72.5
0.0
0.0
39.7
1.2
38.6
1.1
37.4
MAXIMUM
ELEVATION
-
49.5 FT
MAXIMUM
STORAGE
=
4851.7 CU FT
MAXIMUM
DISCHARGE
1.4 CFS

HYDROLOGIC REPORT FOR
AUTOZONE - NEW BERN
UNIVERSAL RATIONAL HYDROGRAPH
Q(PEAK) = C*I*A
50 YEAR STORM FREQUENCY
BASIN IDENTIFIER 1B
DISCHARGES INTO POND
BASIN AREA =
RUNOFF COEFF. =
RAINFALL INT. =
TIME OF CONC. =
VOLUME =
TIME
(MIN)
1.05
0.82
8.80
5.00
8624.64
RUNOFF
(C.F.S.)
0.0
0.0
2.5
1.0
5.0
1.9
7.5
2.3
10.0
2.7
12.5
5.2
15.0
7.6
17.5
6.8
20.0
5.9
22.5
4.8
25.0
3.7
27.5
3.1
30.0
2.6
32.5
2.1
35.0
1.6
37.5
1.5
40.0
1.5
42.5
1.4
45.0
1.3
47.5
0.7
50.0
0.0
52.5
0.0
55.0
0.0
57.5
0.0
60.0
0.0
62.5
0.0
65.0
0.0
67.5
0.0
70.0
0.0
72.5
0.0
PAGE
SDG ENGINEERING
MARIETTA, GEORGIA
I4AY 31, 1996
ACRES
IN/HR
MINUTES
CUBIC FEET

0
HYDROLOGIC REPORT FOR
AUTOZONE - NEW BERN
HYDROGRAPH RESERVOIR ROUTING
BASIN IDENTIFIER 1B
POND IDENTIFIER 1
50 YEAR STORM FREQUENCY
PAGE
SDG ENGINEERING
MARIETTA, GEORGIA
MAY 31, 1996
------------------------------------------------------------------------------
T
I1
I2
2S1/T
01
2S2/T
02
2S2/T
------------------------------------------------------------------------------
+02
2.5
0.0
1.0
0.0
0.0
1.0
0.1
0.9
5.0
1.0
1.9
0.9
0.1
3.7
0.2
3.5
7.5
1.9
2.3
3.5
0.2
7.5
0.4
7.1
10.0
2.3
2.7
7.1
0.4
11.7
0.6
11.1
12.5
2.7
5.2
11.1
0.6
18.3
0.9
17.4
15.0
5.2
7.6
17.4
0.9
29.3
1.0
28.3
17.5
7.6
6.8
28.3
1.0
41.6
1.2
40.4
20.0
6.8
5.9
40.4
1.2
51.9
1.3
50.6
22.5
5.9
4.8
50.6
1.3
60.1
1.4
58.7
25.0
4.8
3.7
58.7
1.4
65.8
1.4
64.4
27.5
3.7
3.1
64.4
1.4
69.7
1.5
68.3
30.0
3.1
2.6
68.3
1.5
72.5
1.5
71.0
32.5
2.6
2.1
71.0
1.5
74.2
1.5
72.7
35.0
2.1
1.6
72.7
1.5
74.9
1.5
73.4
37.5
1.6
1.5
73.4
1.5
75.1
1.5
73.6
40.0
1.5
1.5
73.6
1.5
75.1
1.5
73.6
42.5
1.5
1.4
73.6
1.5
75.0
1.5
73.5
45.0
1.4
1.3
73.5
1.5
74.7
1.5
73.2
47.5
1.3
0.7
73.2
1.5
73.6
1.5
72.1
50.0
0.7
0.0
72.1
1.5
71.3
1.5
69.8
52.5
0.0
0.0
69.8
1.5
68.4
1.4
66.9
55.0
0.0
0.0
66.9
1.4
65.5
1.4
64.1
57.5
0.0
0.0
64.1
1.4
62.7
1.4
61.3
60.0
0.0
0.0
61.3
1.4
59.9
1.4
58.5
62.5
0.0
0.0
58.5
1.4
57.2
1.3
55.8
65.0
0.0
0.0
55.8
1.3
54.5
1.3
53.2
67.5
0.0
0.0
53.2
1.3
51.8
1.3
50.5
70.0
0.0
0.0
50.5
1.3
49.2
1.3
48.0
72.5
0.0
0.0
48.0
1.3
46.7
1.3
45.4
MAXIMUM
ELEVATION
=
49.8 FT
MAXIMUM
STORAGE
=
5520.0 CU FT
MAXIMUM
DISCHARGE
=
1.5 CFS

0
HYDROLOGIC REPORT FOR
AUTOZONE - NEW BERN
UNIVERSAL RATIONAL HYDROGRAPH
Q(PEAK) = C*I"A
100 YEAR STORM FREQUENCY
BASIN IDENTIFIER 1B
DISCHARGES INTO POND
BASIN AREA = 1.05
RUNOFF COEFF. = 0.82
RAINFALL INT. - 9.40
TIME OF CONC. = 5.00
VOLUME = 9403.41
TIME RUNOFF
(MIN) (C.F.S.)
0.0
0.0
2.5
1.0
5.0
2.1
7.5
2.6
10.0
3.1
12.5
5.6
15.0
8.1
17.5
7.4
20.0
6.6
22.5
5.3
25.0
4.0
27.5
3.4
30.0
2.8
32.5
2.3
35.0
1.7
37.5
1.6
40.0
1.5
42.5
1.5
45.0
1.4
47.5
0.7
50.0
0.0
52.5
0.0
55.0
0.0
57.5
0.0
60.0
0.0
62.5
0.0
65.0
0.0
67.5
0.0
70.0
0.0
72.5
0.0
PAGE
SDG ENGINEERING
MARIETTA, GEORGIA
MAY 31, 1996
ACRES
IN/HR
MINUTES
CUBIC FEET

PAGE
SDG ENGINEERING
MARIETTA, GEORGIA
MAY 31, 1996
HYDROLOGIC REPORT FOR
AUTOZONE - NEW BERN
HYDROGRAPH RESERVOIR ROUTING
BASIN IDENTIFIER 1B
POND IDENTIFIER 1
100 YEAR STORM FREQUENCY
------------------------------------------------------------------------------
T I1 I2 2S1/T 01 2S2/T 02 2S2/T
+02
------------------------------------------------------------------------------
2.5
0.0
1.0
0.0
0.0
1.0
0.1
1.0
5.0
1.0
2.1
1.0
0.1
4.0
0.2
3.8
7.5
2.1
2.6
3.8
0.2
8.2
0.5
7.8
10.0
2.6
3.1
7.8
0.5
13.0
0.7
12.2
12.5
3.1
5.6
12.2
0.7
20.2
0.9
19.3
15.0
5.6
8.1
19.3
0.9
32.1
1.1
31.0
17.5
8.1
7.4
31.0
1.1
45.4
1.2
44.2
20.0
7.4
6.6
44.2
1.2
56.9
1.3
55.6
22.5
6.6
5.3
55.6
1.3
66.2
1.4
64.8
25.0
5.3
4.0
64.8
1.4
72.7
1.5
71.2
27.5
4.0
3.4
71.2
1.5
77.1
1.5
75.6
30.0
3.4
2.8
75.6
1.5
80.4
1.5
78.8
32.5
2.8
2.3
78.8
1.5
82.4
1.6
80.8
35.0
2.3
1.7
80.8
1.6
83.3
1.6
81.7
37.5
1.7
1.6
81.7
1.6
83.5
1.6
81.9
40.0
1.6
1.5
81.9
1.6
83.5
1.6
81.9
42.5
1.5
1.5
81.9
1.6
83.3
1.6
81.8
45.0
1.5
1.4
81.8
1.6
83.1
1.6
81.5
47.5
1.4
0.7
81.5
1.6
82.1
1.6
80.5
50.0
0.7
0.0
80.5
1.6
79.6
1.5
78.1
52.5
0.0
0.0
78.1
1.5
76.6
1.5
75.1
55.0
0.0
0.0
75.1
1.5
73.6
1.5
72.1
57.5
0.0
0.0
72.1
1.5
70.6
1.5
69.1
60.0
0.0
0.0
69.1
1.5
67.7
1.4
66'.3
62.5
0.0
0.0
66.3
1.4
64.8
1.4
63.4
65.0
0.0
0.0
63.4
1.4
62.0
1.4
60.6
67.5
0.0
0.0
60.6
1.4
59.2
1.4
57.9
70.0
0.0
0.0
57.9
1.4
56.5
1.3
55.2
72.5
0.0
0.0
55.2
1.3
53.8
1.3
52.5
MAXIMUM
ELEVATION
=
50.0 FT
MAXIMUM
STORAGE
6143.2 CU FT
MAXIMU14
DISCHARGE
=
1.6 CFS

PAGE
SDG ENGINEERING
MARIETTA, GEORGIA
MAY 31, 1996
HYDROLOGIC REPORT FOR
AUTOZONE - NEW BERN
SUMMARY OF PEAK FLOW RATES
FREQ
(yr.)
INFLOW
(c.f.s.)
ELEVATION
(ft.)
POND
STORAGE
(cu.ft.)
ROUTED
OUTFLOW
(c.f.s.)
2
4.39
48.60
2440.1
1.08
5
5.25
49.02
3419.1
1.26
10
6.03
49.24
4039.7
1.33
25
6.80
49.53
4851.7
1.42
50
7.58
49.77
5520.0
1.50
100
8.09
50.00
6143.2
1.57

_- lz
13ASIN
A = 0.36 AC
C = 0.45
BASIN 2,,,
A = 0.38
AC
C = 0.45
EXISTING CONDIT.CNS
BASIN 1
A = 0.36 AC
C = 0.45
B2
_8 IR; 3
AASIN = 0.38 AC
0.42 AC
C = 0.45
0.45
BASIN 4
' /*
BASIN 3
A = 0.31 AC
A = 0.42 AC
C = 0.45
C = 0.45
BASIN 4
A = 031 Ar,
C = 0,45
=EN'lls ala
DAI

r- -- v

9

RECEIVED
DIVISION OF ENVIRONMENTAL MANAGEMENT "SFIIi°JC'�lv - FFICE
NORTH CAROLINA STORMWATER MANAGEMENTS PERMIT APPLICATION ,OCT 1 0 1996,
I. GENERAL INFORMATION:
1. Project Name: Ac)TOZONE S-apgc Alo ZYgA
2. Project Location: (County, State Road, Address) CTe4vEn/�_/ (, V V/ y
/ 7 0 7 NEUS E 0(,VD M&W .9&72N NC
3. owner's Name: A T. aqu,4AD %Q• Phone:
4. Mail ingAddress: (3500 Cb91?E1V00A/ 13L-110
city AAFa/��/✓ State AIC Zip o7(55-
5. Application Date: /0 — 9— 9& --ee Submitted: o7o�S
7. Nearest Receiving Stream: 274-.4 Slnlz-h Crz�,e class:
B. Project Description: MEL (2,1V T,YL/l770A/ - GYUE S ve/
II. PERMIT INFORMATION
1. Permit No
2
P
(will be completed by DEM):
Permit Type: L� New
Modification (existing permit no.)
Project Type: Low Density
Infiltration
Renewal
Detention
_Other
4. Other State/Federal Permits/Approvals Required:
(Check appropriate blanks)
JC Sediment/Erosion Control CAMA Major 404 Permit
III. PROTECT BUILT UPON AREA
Drainage Drainage
Basin �Basin Breakdown of Impervious Areas
Classification Cam✓ ((f /VSGt/ Buildings (5808 �F
Allowable Impervious
Total Project Area
PLODosed 1mvervious tJ• �q�
% Impervious Area Sd-
Roads
Parking % —Y
r
Other
Totals 33,635sc of pT 77r>C

9T
e2Q 6 o
Ao A,)rt zg9
A