SW8960912_Historical File_19961125

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Ralph H. Griffin, Jr.
Post Office Box 205
Wrightsville Beach, North Carolina 28480
Dear Mr. Griffin:
If 00
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November 25, 1996
0
Subject: Permit No. SW8 960912
American Auto & Finance
High Density Commercial Stormwater Project
New Hanover County
The Wilmington Regional Office received the Stormwater Management Permit Application for American Auto & Finance on
September 20, 1996, with final information on November 13, 1996. 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 960912 dated November 25, 1996, for the construction of American Auto & Finance.
This permit shall be effective from the date of issuance until November 25, 2006, 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, or limitations contained in this permit are unacceptable, you have the right to request an ajudicatory
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 150B 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
395-3900.
7 &Ire�
Ken Eagleson
Regional Water Quality Supervisor
KE/arl: S:IWQSISTORMWATIPERMIT1960912.NOV
cc: Mark Hargrove, P.E., Dawson Engineering
Tony Roberts, New Hanover County Inspections
Beth Easley, New Hanover County Engineering
Linda Lewis
Wilmington Regional Office
Central Files
Linda Lewis, or me at (910)
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

State Stormwater Management Systems
Permit Nn_ SWR 96091
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
40
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
PERAUSSION IS HEREBY GRANTED TO
Mr. Ralph H. Griffin, Jr.
American Auto & Finance
New Hanover County
FOR THE
construction, operation and maintenance of a Detention Pond in compliance with the provisions of 15A NCAC
2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until November 25, 2006 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 page 3 of this
permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from 39,797 scfaare feet
of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
2

State Stormwater Management Systems
Permit Na- SWR 960912
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
American Auto & Finance
Permit Number:
960912
Location:
New Hanover County
Applicant:
Mr. Ralph H. Griffin, Jr.
Mailing Address:
Post Office Box 205
Wrightsville Beach, North Carolina 28480
Application Date:
September 20, 1996
Water Body Receiving Stormwater Runoff.
ICWW
Classification of Water Body:
"SA"
If Class SA, chloride sampling results:
76.3 mg/l
Pond Depth:
4 feet
Permanent Pool Elevation:
36 MSL
Total Impervious Surfaces Allowed:
39,797 square feet
Of -site Area entering Pond:
square feet
Green Area entering Pond:
14,312 square feet
Required Surface Area:
3,439 square feet
Provided Surface Area:
3,487 square feet
Required Storage Volume:
3,210 cubic feet
Provided Storage Volume:
5,318 cubic feet (accounts for 1.5" runoff)
Temporary Storage Elevation:
37.3 MSL
Controlling Orifice:
1" pipe
3

State Stormwater Management Systems
Permit No_ SWR 96091
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved plans.
S. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -upon
area.
6. 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.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification to the permit.
7. 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.
H. 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 it's entirety, vegetated and operational for it's
intended use prior to the construction of any built -upon surface except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
2. 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 it's entirety
and maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of 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.
g. Access to the outlet structure must be available at all times.
3. 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.
4. 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.
4

State Stormwater Management Systems
Permit No- 4W8 96091
5. 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.
6. 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.
III. GENERAL CONDITIONS 4P
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.
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).
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
iurisdiction _
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 DEHNR Staff permission to enter the property 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.
Permit issued this the 25th day of November, 1996.
NORrA7.NT MANAGEMENT COMMISSION
012
A. e n Ho and r., .E., Director
Di ision of Water Quality
By Authority of the Environmental Management Commission
Pen nit Number SWS 960912
5

State Stormwater Management Systems
Permit No_ SWS 960911
American Auto & Finance
Stormwater Permit No. SW8 960912
New Hanover County
Engineer's Certification
I, , 0 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,
(Project)
for (Project Owner) hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the project construction such that the construction was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
C

STORMWATER OPERATION AND MAINTENANCE PLAN
FOR
AMERICAN AUTO AND FINANCE PROJECT
WILNUNGTON ,NORTH CAROLINA
1. The owner will be responsible for the proper operation and maintenance of the
stormwater collection and treatment facilities.
2. The collection system will be inspected monthly by the owner to identify
malfunctioning catch basins and drainage pipes. The collection system will be kept
relatively clear of debris and sediment. The stormwater system shall be kept in good
working order. Any malfunctioning component shall be repaired/replaced per approved
plans as necessary to assure proper operation of the system.
3. The treatment facilities consists of one (1) stormwater pond and outlet control. This
facility will be inspected yearly by the owner to determine the mean depth of the pond and
identify any malfunctions. The mean depth of the pond, under normal conditions, shall be
4.0 feet. The owner will remove the sediment from the pond if the mean depth is
determined to be less than 3.5 feet and will correct malfunctions when necessary.
4. The outlet structure, orifice, and sideslopes will be inspected immediately after every
runoff producing rainfall event. Any debris observed on the orifice and outlet structures
will be removed. Eroded areas will be repaired and reseeded immediately after a rainfall
event.
5. A permanent stand of grass shall be maintained at all times. Mowing during the
growing season will be done as needed, otherwise, the grass height will not exceed 6"
Ralphj4 U
P.O. Box 205
Wrightsville Beach, NC 28480
a Notary Public for the State
of County of `77 p do
hereby certify that personally
appeared before me this Z& ) day of 19 and STORMWATER
acknowledges the due execution of the for going instrument. 1
my hand 4nd -offici�l �a� D E C E I V E
y cornmission expires 7 SEP 2 01996
PROJ # WIS oq1Z

DIVISION OF ENVIRONMENTAL MANAGEMENT
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
I. GENERAL INFORMATION
1. Project Name American Auto & Finance Project
2. Location, directions to project (include County, Address, State Road) Attach map. New. Hanover County
Southeast corner of Golden Road (S.R. No. 1524) and U.S. HWY 421
3.Owner's Name Ralph H. Griffin, Jr. Phone
4. Owner's Mailing Address: P.O. Box 205
910-256-2647
City Wrightsville Beach State NC' Zip 28480
Roadside ditch approx. 1 mile
5. Nearest Receiving Stream from Intracoastal- waterway Class SA
6. Projectdescription Constructing a building and paved area for the sale of cars
II. PERMIT INFORMATION
1. Permit No. (To be filled in by DEM)_ 2. Fee Enclosed $
385.00
2. Permit Type X New Renewal Modification (existing Permit No.?)
3. Project Type: Low Density _1__Detention Infiltration Other: Redevelop General Dir Cert
4. Other State/Federal Permits/Approvals Required (Check appropriate blanks)
CAMA Major Sedimentation/Erosion Control X 404 Permit
III. BUILT UPON AREA (Please see NCAC 2H.1005 thru .1007 for applicable density limits)
Drainage Drainage Breakdown of Impervious Area
Basin Basin (Please indicate below the design impervious area)
Classification SA Buildings 3.000 sf
Allowable Impervious Area 39,797 sf
Total Project Area 57,812 sf
Proposed Impervious Area 39,797 sf
% Impervious Area 74
IV, STORMWATER TREATMENT (Describe how the runoff will be treated)
A wet detention pond is proposed for the site
Streams NA
Parking/S�V 36, 797 sf
Totals 39,797 sf

V.
VI.
DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded
for the type of project applied for.
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 Ralph H. Griffin, Jr.
certify that the information included on this permit
(Pleavv print pr type rt, elecrly,
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.1000.
I authorize the below named person or firm to submit stormwater plans on my behalf.
VII. AUTHORIZATION (rusrBE comxEiw)
cc:
Person or firm name Dawson Engineering
Mailing Address 3177 Wrightsville Avenue
City
Wilmington
State NC Zip 28403 Phone [phone]
Please submit form to the Regional Office that serves the area that the project is located, as indicated on
Attachment B.
Applicant/WiRO//Central Files
STMMTER
;ECEIVE
SEP 2 01996
D
-IRON # BaCQoGIZ

State stormwater Management Systems
Permit Nn_ RWR 960C)i7
American Auto & Finance
Stormwater Permit No. SW8 960912
New Hanover County
Engineer's Certification
I, Mark Nichols Harqrove , O a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodical
lyIOW# ) the construction of the project,
American Auto & Finance
(Project)
for Ralph H. Griffin, Jr. (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 thin built wi4 substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specification:
10
Signature �(f
Registration Number 19742
DateJ.1 9 8
CA�p�
SSp;-Y
SEAL
i7 19742
0

DAWSON ENGINEERING
Engineering 3177 Wrightsville Avenue
Land Planning Wilmington, NC 28403
Surveying (910) 7624200
November 8, 1996
Ms. Linda Lewis
N.C. Department of Environment,
Health, and Natural Resources
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: American Auto and Finance Project
New Hanover County
Additional information requested
Dawson Project No. 9622
Div. of Water Quality No. SW8 960912
Dear Ms. Lewis:
In reference to your letter dated 10/29/96, I am providing you with the following:
1) A copy of USGS quad sheet "Carolina Beach" is provided showing the sample site.
2) The proposed grassed parking limits is shown in a hatched pattern on the two attached copies of Sheet
C-2, dated September 3, 1996, revised November 4, 1996.
If you need additional information please call.
Very truly yours,
DAWSON ENGINEERING
Mark N. Hargrove, P.E.
Encl.: As noted above.
cc: Ralph H. Griffin, Jr.
D E C E I V E
D
NOV 131996
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State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James Hunt, Jr. DIVISION OF WATER QUALITY
Governor WATER QUALITY SECTION Jonathan B. Howes
Secretary
October 29, 1996
Mr. Mark Hargrove, P.E.
Dawson Engineering
3177 Wrightsville Avenue
Wilmington, North Carolina 28403
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 960912
American Auto Finance Project
New Hanover County
Dear Mr. Hargrove:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for American Auto Finance Project on October 18, 1996. A preliminary
review of that information has determined that the application is not complete. The following information
is needed to continue the stormwater review:
1. Provide a contour map/USGS quad sheet copy with the sample site located.
2. Delineate or shade the proposed grassed parking limits.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to November 29, 1996, or the application
will be returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
Ms. Linda Lewis
Enviroental
JBB/arl: S:1WQS1STORMWATIADDINPOI 60912--2 OCT Engineer
cc: Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] ! Fax [phone]
An Equal Opportunity Affirmative Action Employer

DAWSON ENGINEERING
Engineering 3177 Wrightsville Avenue
Land Planning Wilmington, NC 28403
Surveying [phone]
October 17, 1996
Ms. Linda Lewis
N.C. Department of Environment,
Health, and Natural Resources
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: American Auto and Finance Project
New Hanover County
Additional information requested
Dawson Project No. 9622
Div. of Water Quality No. SW8 960912
Dear Ms. Lewis:
In reference to your letter dated 10/4/96, I am providing you with the following:
1) The calculations of SA/DA ratio, volume, and orifice sizing were faxed to you on October 10, 1996.
2) The results of the Chlorides test are attached to this letter. A sample was taken 0.5 miles east of the
site on Golden Road. The results were 73.6 mg/l.
3) The dimensions of the permanent pool, parking lot, and sidewalk width are shown on the enclosed
Sheet C-2 (2 copies), dated 9/3/96, latest revision 10/16/96.
4) The total impervious area which I calculated, 39,797 sf, includes future paving area. The pond was
sized assuming the the grassed area behind the building and next to the pond would be eventually
paved. This grassed area will be used to park cars.
If you need additional information please call.
Very truly yours,
DAWSON ENGINEERING
Aktv, ,
Mark N. Hargrove, P.E.
Encl.: As noted above.
cc: Ralph H. Griffin, Jr.
STQRP�6'dRs�R
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OCT 181996 D

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(910) 25&3"4 (41tica)
66M Vinwa ill Way
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(910) 392.02� (Lab)
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North caroling 28M
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(910) 2S6.3934 (Office)
6602 Windazi way
CONSULTING Wrighwailk Beach.
(91o) 392 4223 (Lab)
Wilmington.
CHEMI P!1 North Carolina 29U0
(910) 392,"24 (Pax)
North C.asolin 28405
Client: '
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10/10/96 THU 16:03 FAX [phone] DAWSON ENGINEERING
IM 001
DAWSON ENGINEERING
Engineering 3177 Wrightsville Avenue
Land i?iauning Wilmington, NC 28403
Surveying (919 762-4200
ST jr,
FAX NO. [phone] D E C E I V E
ffiHATER
Date: Time: D
OCT 1.01996
To Fax Number( l 3au ci
7 PROJ It �`pWA `,c�►O�t 12
Project Number: �6 S UC2V 2-
RE: 6714Ia 1110:15
sent To: a L pw : 5 @ �,,� �� r awl:►
Sent By: /UtJZ
Number of pages (including this cover sheet): 6
Original to be mailed YES NO_,k _
NOTE: If you did not receive all of the pages or find they are illegible, please call.
COMMENTS:
CONFIDENTIALITY NOTICE;
The documents accompanying this telecopy transmission contain confidential Information belonging to the
sender. The Information is intended only for the use of the individual or entity named above. If you are not the
intended recipient, you are hereby notified that any disclosure, copying, distribution or the taking of any action
in reliance on the contents of this telecopied information Is strictly prohibited. If you have received this telecopy
in error, please immediately notify us by telephone to arrange for the return of the documents to us,

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF WATER QUALITY Jonathan B. Howes
Governor WATER QUALITY SECTION Secretary
October 4, 1996
Mr. Mark Hargrove, P.E.
Dawson Engineering
3177 Wrightsville Avenue
Wilmington, North Carolina 28403
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 960912
American Auto and Finance
New Hanover County
Dear Mr. Hargrove:
The Wilmington Regional Office received a Stormwater Management Permit Application for
American Auto and Finance on September 20, 1996. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue the
stormwater review:
1. Calculations of SA/DA ratio, volume, and orifice sizing were not provided
2. The results of a chlorides test must be submitted before a detention pond can be permitted.
After 3 days without rain, take a water sample at a point in the receiving waters that is
outside an imaginary 1/2 mile arc from the proposed discharge point.
3. Add the dimensions of the permanent pool. parking lot, and sidewalk width.
4. Your total impervious area seems to be much larger than what I calculate, 39,797 vs.
27,200. Are you requesting future impervious area?
127 Cardinal Drive Extension, wilmington, N.C. 28405-3845 i Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

SEP E 0 1996 1J
Engineering
Land Planning
Surveying
September 19, 1996
Ms. Linda Lewis
N.C. Department of Environment,
Health, and Natural Resources
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Stormwater Control Permit for
American Auto and Finance Project
New Hanover County
Project No. 9622
Dear Ms. Lewis:
Enclosed please find the following items:
DAWSON INGINEE-RING
3177 Wrightsville Avenue
Wilmington, NC 28403
[phone]
STORMWATER
E C E I V E
O
SEP 2 01996
D E
PROJ #C)g I Z
- original completed stormwater application for the referenced project
- $385.00 application fee
- three (3) copy of the Wet Pond Calculations
- three (3) copy of the Erosion Control Calculations
- one (1) copy of the Stormwater Operation and Maintenance Plan
- three (3) copy of the Erosion Control Plan
- three (3) copies of sheets C-1 (Erosion Control Measures) and C-2 (Site Plan) dated 9/03/96
Stormwater on this project will be controlled using a stormwater detention pond. Please note that sheet C-2
shows the drainage area delineated for the project. The stormwater detention pond has been sized as if the entire
site was developed. The grassed area behind the building and next to the pond was assumed to be impervious
since cars will be parked there at times. The maximum area which could be paved was determined and 8% was
subtracted to account for landscaping. The break down of numbers can be found on sheet 1 of 5 of the
calculations.
We request NCDEM certification of compliance of this project with stormwater regulations. Thank you for your
consideration of this request. If you need additional information please call.
Very truly yours,
DAWSON ENGINEERING
Mark N. Hargrove, P.E.
Encl.: As noted above.
cc: Ralph H. Griffin, Jr.

POND ROUTING FOR
AMERICAN AUTO AND FINANCE PROJECT
NEW HANOVER COUNTY, NC
STOnmWAO"iER
ESEP 2 01996 D
PROD *aM`( aQrlIZ
PREPARED BY
DAWSON ENGINEERING
3177 WRIGHTSVILLE AVENUE
WII,MINGTON, N.C. 28403
[phone]
SEPTEMBER 3,1996

10/10/96 THU 16:04 FAI 910 762 4201 DAWSON ENGINEERING la002
DAWSON ENGINEERING
kngincering 3177 Wrightsville Avenue
Land Planning WilmmgFan, NC 28403
Surveying [phone]
TOTAL AREA DRAINING TO POND:
= 54,109 SF
=1.24 ACRES (SEE SHEET C-2)
TOTAL PROPOSED WERVIOUS SURFACE
AREA DRAINING TO POND:
BUILDING = 3,000 SF
PAVED PARKING LOT AND GRASSED AREA = 36,797 SF
= 39,797 SF
= 0.91 ACRES (SEE SHEET C-2)
*NOTE: GRASSED AREA TO BE USED FOR PARKING. TOTAL IMPERVIOUS AREA
DETERNIINED BY SUBTRACTING 8% OF THE PARKING AREA FOR LANDSCAPING.
CURRENT GRASSED AREA DOES NOT HAVE LANDSCAPING.
REQUIRED STORAGE FOR 1-IYT' RUNOFF FOR POND:
[39,797 SF + (0.2 x (54,109 SF - 39,797 SF)] x (1-112)J12 FT
= 5,332 CF (5,343 CF PROVIDER - SEE NEXT PAGE)
% IMPERVIOUS DRAINAGE AREA FOR POND:
= 39,797 SF t 54,109 SF
74.0 %
POND DEPTH SAIDA %
(FT)
3.5
7.4
4
6.4
5
5.3
POND SURFACE AREA (NM.)
(SF)
IF POND DEPTH = 4_0 FT, MINMIUM SURFACE AREA = 3,463 SF
USED 90% TSS REMOVAL CI --.ART
AREA @ ELEVATION 36.00 = 3,487 SF > 3,463 SF (SEE SHEET C-2)
4,004
3,463
2,868
PROJECT: AMERICAN AUTO & FINANCE PROJECT SUBJECT: DRAINAGE CALLS JOB NO.: 9622
PREPARED BY: M,V i� RATE: Ri q CHECKER BY: DATE: PAGE NQJ OF S`

10/10/96 THU 16:04 FAI 910 762 4201 DAWSON ENGINEERING 1@ 003
DAWSON ENGMERING
Engineering 3177 Wrightsville Avemze
Land Planning Wilmington, NC 28403
Surveying [phone]
STAGE -AREA - STORAGE
EE SHEET
C-Y
ELEV.
AREA
STORAGE
TOT. STORAGE
EFF. STORAGE
_
C
CF
X19
32
836
0
0
1048
1048
33
1259
0
1507
34
- 1754
2038
2554
0
-
-
35
2321
4592
0
2904
1VORMAL
36
3487
7496
0
POOL
3971
37
4454
11456
3971
1372
9412" RUNOFF
37.3
4695
1283E
5343
5501
- _
-74967
38
5309
8844
PROJECT: AIvmuc1 N AUTO a FINANCE FRQJEcr SUBJECT. DRAINAGE CALGS JOB NO.: 9622
PREPARED BY; AIY4 DATE. qJ11#1 MCKE1D BY. DATE: PAGE N9.t OF-5-

10/10/96 THU 16:05 FAX [phone] DAWSON ENGINEERING Im004
DA,WSON ENGINEERING
Engineering 3177 Wrightsville Avenue
Land Planning Wilmington, NC 28403
(910) 7624200
AREA DRAINING TO DROP INLET
USE RATIONAL, EQUATION: Q—CIA
A = 0.66 AC AREA DRAINING TO DROP INLET
DETERMINE "C":
IMPERVIOUS AREA = 0.61 AC, C = 0.95
GRASSED OR LANDSCAPE AREA = 0.05 AC, C = 0.20
COMPOSITE C;-- (0,61)(0.95) + (0.05)(0.20) = 0.59/0.66 = 0.89
C — 0.89
I = 7.2 IN/HR To = 5.0 MIN
Q = (0.89) (7.2) (0.66) = 4.2 CFS
Q = 4.2 CFS
SEE ATTACHED SHEETS FOR CULVERT SIZING
VELOGTTY CONTROL:
OUTFALL 1 INTO POND (PIPE NUMBER I)
Qpeak = 4.2 CFS FROM 15" PIPE
Q=VA
V=Q/A=(4.2)/(I.23)=3.41F/S
NOT ON CHART (CHART 8.06a, EROSION AND SEDDEWTATION
CONTROL PLANNING AND DESIGN MANUAL)
66 SF CLASS B RIPRAP PROVIDED
PROJECT: AMERICAN AUTO & FINANCE PROJECT SUBJECT: DRAINAGE CALLS JOB NO.: 9622
PREPAP.EDD BY: Mx DATE.- 11 9 1 CRECEED BY: DATE: PAGE NO 3 OFS—

10/10/96 TIM 16:05 M 910 762 4201 DAWSON ENGINEERING Q 005
DAWSON ENGINEERING
Engineering 3177 W[iglasville Avenue
Lend Planning Wiiming%n, NC 28403
Surveying [phone]
POND RELEASE
TIME FOR
1-INCH CONTROL PIPE:
ELEV,
TOT. STORAGE
EFF. STORAGE
VOL. RELEASED
OUTFLOW RATE
RELEASE TIME
(FT)
(CFJ
fC19
(09
{CFSJ
HOURS
37.30
12838
5343
1372
0.0299
12.7
37.00
11466
3971
1025
0.0252
10.9
36.75
--
--
2845
1038
0.0227 -
— ----
- 12.7
36.50
—
1907
989
0.019
14.8
— --
36.26
---
913
918
0.0131
19.5
36.00
7469
0
TOTAL HOURS
67.8
DAYS
2.4
USED ORIFICE EQUATION TO DETERMINE OUTFLOW RATE
Q = Cd*A* h "1/2
PROJECT: AMEFUCAN AUTO & FINANCE PROJECT S1DBJFCP DRAINAGE CALCS JOB NO.: 9822
PREPARED BY: miv/f ,'DATE: c?jjqjff CHECKED BY: DATE: PAGE NOS OF �

10/10/96 THU 16:06 F.0 910 762 4201 DAW50N ENGINEERING
U 006
Line 1 Q - 4.20 size - 15 x 15 (Cir) Nv - 0.013 Len - 40.0
LINEI / Outfall
Invert Depth
HGL
Dnstrm 35.87 15
37.19
Upstrm 35.99 15
37.36
Drainage area (ac)
= 0.00
Runoff coefficient (C)
= 0.00
Time of conc. (min)
= 5.00
Inlet Time (min)
= 5.00
Intensity @ 10 yr (in/hr)
= 0.00
Cumulative C x A
= 0.00
Q = CA x I (cfs)
= 0.00
Q Catchment (cfs)
= 0.00
Q Carryover (cfs)
= 0.00
Q Captured (cfs)
= 0.00
Q Bypassed to offsite
= 0.00
JLC -1.00
EGL Area Vel T-Wid
Cover
37.37 1.23 3.42 0.00
1.37
37.54 1.23 3.42 0.00
1.26
Slope of uivert (%) =
0.300
Slope energy grade line (%)
0.423
Critical depth (in) =
10
Natural ground elev. (ft) =
38.50
Upstream surcharge (ft) =
0.12
Additional Q (cfs)
= 4.20
Full -flow capacity (cfs) =
3.54
Inlet Type =
Grate
Gutter slope (ft/ft) =
0.01
Cross slope (ft/ft) =
0.06
Width of Flow (ft) =
0.00
,- a ( S

Hydrograph Report
Hyd. No. 1
SITE
Page 1
Hydrograph type
= SCS Runoff
Peak discharge
= 4.81 cfs
Storm frequency
= 10 yrs
Time interval
= 5 min
Drainage area
= 1.24 ac
Curve number
= 85
Basin Slope
= .3 %
Hydraulic length
= 300 ft
Tc method
= LAG
Time of conc. (Tc)
= 18.8 min
Total precip.
= 7.00 in
Distribution
= Type III
Storm duration
= 24 hrs
Shape factor
= 484
Total Volume = 23,643 cult, 0.543 acft
Hydrograph Discharge Table
Time -- Outflow
Time -- Outflow
Time -- Outflow
Time -- Outflow
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
8.58
0.10
11.25
0.46
13.92
0.47
16.58
0.20
8.67
0.11
11.33
0.50
14.00
0.45
16.67
0.20
8.75
0.12
11.42
0.54
14.08
0.44
16.75
0.20
8.83
0.12
11.50
0.59
14.17
0.42
16.83
0.19
8.92
0.13
11.58
0.67
14.25
0.41
16.92
0.19
9.00
0.13
11.67
0.80
14.33
0.40
17.00
0.19
9.08
0.14
11.75
1.03
14.42
0.39
17.08
0.18
9.17
0.15
11.83
1.37
14.50
0.38
17.17
0.18
9.25
0.15
11.92
1.81
14.58
0.37
17.25
0.17
9.33
0.16
12.00
2.57
14.67
0.37
17.33
0.17
9.42
0.17
12.08
3.59
14.75
0.36
17.42
0.17
9.50
0.18
12.17
4.50
14.83
0.35
17.50
0.16
9.58
0.18
1225
4.81 <<
14.92
0.34
17.58
0.16
9.67
0.19
12.33
4.48
15.00
0.33
17.67
0.16
9.75
020
12.42
3.91
15.08
0.33
17.75
0.15
9.83
021
12.50
3.19
15.17
0.32
17.83
0.15
9.92
022
12.58
2.39
1525
0.31
17.92
0.15
10.00
0.22
12.67
1.75
15.33
0.30
18.00
0.14
10.08
0.23
12.75
1.36
15.42
0.30
18.08
0.14
10.17
0.24
12.83
1.09
15.50
0.29
18.17
0.14
10.25
0.25
12.92
0.92
15.58
0.28
18.25
0.14
10.33
0.26
13.00
0.80
15.67
0.27
18.33
0.13
10.42
0.28
13.08
0.73
15.75
026
18.42
0.13
10.50
0.29
13.17
0.68
15.83
026
18:50
0.13
10.58
0.31
13.25
0.63
15.92
0.25
18.58
0.13
10.67
0.32
13.33
0.60
16.00
0.24
18.67
0.13
10.75
0.34
13.42
0.57
16.08
0.23
18.75
0.13
10.83
0.35
13.50
0.55
16=17
0.23
18.83
0.13
10.92
0.37
13.58
0.53
16.25
0.22
18.92
0.13
11.00
0.39
13.67
0.52
16.33
0.21
19.00
0.12
11.08
0.40
13.75
0.50
16.42
0.21
19.08
0.12
11.17
0.43
13.83
0.49
16.50
0.21
19.17
0.12
Continues on next page...

SITE
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
19.25 0.12
19.33 0.12
19.42 0.12
19.50 0.12
19.58 0.12
19.67 0.12
19.75 0.11
19.83 0.11
19.92 0.11
20.00 0.11
20.08 0.11
20.17 0.11
20.25 0.11
20.33 0.11
20.42 0.11
20.50 0.11
20.58 0.10
20.67 0.10
20.75 0.10
20.83 0.10
20.92 0.10
W41iT:l
Page 2

Hydrograph Report
Hyd. No. 2
POND ROUTING
Hydrograph type = Reservoir
Storm frequency = 10 yrs
Inflow hyd. No. 1 = 1
Max. Elevation = 37.43 ft
Peak discharge
Time interval
Reservoir name
Max. Storage
Page 1
= 1.75 cfs
= 5 min
= POND
= 13,485 tuft
&orage indicadon memod used. Total Volume=15,959 cuft, 0.366 acft
Hydrograph Discharge Fable
Time Inflow Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Outflow
(hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
12.58
2.39
37.39
0.07 -
- 1.00 -
- 1.06
12.67
1.75
37.43 <<
0.07 -
- - 1.68 -
- 1.75 <<
12.75
1.36
37.42
0.07 -
---- 1:55 -
- 1.62
12.83
1.09
37.41
0.07 -
- 1.29 -
- 1.35
12.92
0.92
37.39
0.07 -
- 1.05 -
- 1.12
13.00
0.80
37.38
0.07 -
----- 0.87 -
----- 0.94
13.08
0.73
37.38
0.07 -
- 0.75 -
---- 0.82
13.17
0.68
37.37
0.07 -
- 0.67 ----
- 0.74
13.25
0.63
37.37
0.07 -
- 0.63 -
- 0.70
13.33
0.60
37.36
0.07 -
- 0.59 -
- 0.66
13.42
0.57
37.36
0.07 -
- 0.56 -
- 0.63
13.50
0.55
37.36
0.07 -
- 0.53 -
- 0.60
13.58
0.53
37.35
0.07 -
--- 0.51 -
- 0.57
13.67
0.52
37.35
0.07 -
- 0.49
- 0.55
13.75
0.50
37.35
0.07 ---
- 0.47 -
- 0.53
13.83
0.49
37.35
0.07 -
- 0.45 -
- 0.52
13.92
0.47
37.35
0.07 -
- 0.43 -
- 0.50
14.00
0.45
37.34
0.07 -
- 0.42 -
- 0.48
14.08
0.44
37.34
0.07 -
- 0.40 -
- 0.47
14.17
0.42
37.34
0.07 -
- 0.38 -
- 0.45
14.25
0.41
37.34
0.07 -
- 0.37 -
- 0.44
14.33
0.40
37.34
0.07 --
- 0.36 -
- 0.42
14.42
0.39
37.34
0.07 -
- 0.34 -
- 0.41
14.50
0.38
37.34
0.07 -
--- 0.33 -
- 0.40
14.58
0.37
37.33
0.07 -
- 0.32 -
- 0.39
14.67
0.37
37.33
0.07 -
- 0.31 -
- 0.38
14.75
0.36
37.33
0.07 -
- 0.31 -
- 0.37
14.83
0.35
37.33
0.07 -
-- 0.30 -
- 0.36
14.92
0.34
37.33
0.07 -
- 0.29 -
- 0.36
15.00
0.33
37.33
0.07 -
- 0.28 -
- 0.35
15.08
0.33
37.33
0.07 -
- 0.27 -
- 0.34
15.17
0.32
37.33
0.07 -
- 0.27 - .
- 0.33
15.25
0.31
37.33
0.07 -
-- - 0.26 -
- 0.32
15.33
0.30
37.33
0.07 -
- 0.25 -
- 0.32
15.42
0.30
37.33
0.07 -
- 0.24 ----
- 0.31
15.50
0.29
37.33
0.07 -
- 0.24 -
- 0.30
Continues on next page...

POND ROUTING Page 2
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Cuiv. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
(efs)
15.58
0.28
37.32
0.07
---- - 023 - -
0.29
15.67
0.27
37.32
0.07
- - 0.22 - -
0.29
15.75
0.26
37.32
0.07
- - 0.21 - -
0.28
15.83
0.26
37.32
0.07
- ---- 0.20 - -
0.27
15.92
0.25
37.32
0.07
- - 0.20 - ----
0.26
16.00
0.24
37.32
0.07
- - 0.19 --- -
025
16.08
0.23
37.32
0.07
- - 0.18 - -
0.25
16.17
0.23
37.32
0.07
- - 0.17 - -
0.24
16.25
0.22
37.32
0.07
- - 0.17 - -
0.23
16.33
0.21
37.32
0.07
- - 0.16 - -
0.23
16.42
0.21
37.32
0.07
- - 0.15 - -
0,22
16.50
0.21
37.32
0.07
- - 0.15 - -
021
16.58
0.20
37.32
0.07
- --- 0.14 - -
0.21
16.67
0.20
37.31
0.07
- - 0.14 - -
0.21
16.75
0.20
37.31
0.07
- - 0.14 - --
0.20
16.83
0.19
37.31
0.07
-- - 0.13 - -
0.20
16.92
0.19
37.31
0.07
- --- 0.13 - -
0.19
17.00
0.19
37.31
0.07
- - 0.13 - -
0.19
17.08
0.18
37.31
0.07
-- - 0.12 - -
0.19
17.17
0.18
37.31
0.07
- - 012 - -
0.18
17.25
0.17
37.31
0.07
- - 0.12 - -
0.18
17.33
0.17
37.31
0.07
- 0.11 - -
0.18
17.42
0.17
37.31
0.07
- ---- 0.11 --- -
0.17
17.50
0.16
37.31
0.07
- 0.11 - -
0.17
17.58
0.16
37.31
0.07
- -- 0.10 - -
0.17
17.67
0.16
37.31
0.07
- - 0.10 - -
0.16
17.75
0.15
37.31
0.07
- - 0.10 - -
0.16
17.83
0.15
37.31
0.07
- - 0.09 - -
0.16
17.92
0.15
37.31
0.07
- - 0.09 -- -
0.15
18.00
0.14
37.31
0.07
- 0.08 - -
0.15
18.08
0.14
37.31
0.07
- - 0.08 - -
0.15
18.17
0.14
37.31
0.07
- - 0.08 --- -
0.14
18.25
0.14
37.31
0.07
--- - 0.07 - -
0.14
18.33
0.13
37.31
0.07
- -- 0.07 --- -
0.14
18.42
0.13
37.31
0.07
0.07 - -
0.14
18.50
0.13
37.31
0.07
- - 0.07 - --
0.13
18.58
0.13
37.31
0.07
- - 0.07 - -
0.13
18.67
0.13
37.31
0.07
- - 0.07 - -
0.13
18.75
0.13
37.31
0.07
- - 0.06 - ---
0.13
18.83
0.13
37.31
0.07
- - 0.06 - -
0.13
18.92
0.13
37.31
0.07
- - 0.06 --- -
0.13
19.00
0.12
37.31
0.07
- - 0.06 --- -
0.13
19.08
0.12
37.31
0.07
- - 0.06 - -
0.12
19.17
0.12
37.31
0.07
- - 0:06 - -
0.12
19.25
0.12
37.31
0.07
- - 0.06 - -
0.12
19.33
0.12
37.31
0.07
----- - 0.06 -- -
0.12
19.42
0.12
37.31
0.07
- - 0.06 -- -
0.12
19.50
0.12
37.31
0.07
- - 0.05 -- -
0.12
19.58
0.12
37.31
0.07
- - 0.05 --- - -
0.12
Continues on next page...

POND ROUTING
Hydrograph Discharge Table
Page 3
Time
Inflow
Elevation
Culv. A Culv. B
Culv. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs) (efs)
(cfs) (cfs) (cfs) (cfs)
(cfs)
19.67
0.12
37.31
0.07 -
- 0.05 - - -
0.12
19.75
0.11
37.31
0.07 -
- 0.05 - -
0.12
19.83
0.11
37.31
0.07 -
-- - 0.05 - -
0.12
19.92
0.11
37.31
0.07 -
- 0.05 - -
0.11
20.00
0.11
37.31
0.07 -
- 0.05 ----- -
0.11
20.08
0.11
37.31
0.07 -
_
- 0.05 - -
0.11
20.17
0.11
37.30
0.07 -
- 0.05 - --
0.11
20.25
0.11
37.30
0.07 -
- 0.05 - -
0.11
20.33
0.11
37.30
0.07 -
- 0.04 - -
0.11
20.42
0.11
37.30
0.07
- 0.04 - -
0.11
20.50
0.11
37.30
0.07
- 0.04 - -
0.11
20.58
0.10
37.30
0.07
- 0.04 - -
0.11
20.67
0.10
37.30
0.07 -
- 0.04 - - --
0.11
20.75
0.10
37.30
0.07
- 0.04 - -
0.10
20.83
0.10
37.30
0.07
-- 0.04 - --
0.10
20.92
0.10
37.30
0.07 -- -
- 0.04 - -
0.10
21.00
0.10
37.30
0.07 -
- 0.04 --- -
0.10
21.08
0.10
37.30
0.07
0.03 - -
0.10
22.42
0.10
37.30
0.07 --
0.04 -
0.10
...End

Reservoir Report
• Page 1
Reservoir No. 1
POND
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[A]
[B]
[C]
Rise (in)
= 2.0
0.0
0.0
Crest Len (ft) =
11.8
0.0
0.0
Span (in)
= 2.0
0.0
0.0
Crest El. (ft) =
37.30
0.00
0.00
No. Barrels
= 1
0
0
Weir Coeff. =
3.00
3.00
3.00
Invert El. (ft)
= 36.00
0.00
0.00
Eqn. Exp. =
1.50
1.50
1.50
Length (ft)
= 20.0
0.0
0.0
Multi -Stage =
No
No
No
Slope (%)
= 0.00
0.00
0.00
N-Value
= .013
.013
.013
Orif. Coeff.
= 0.60
0.60
0.60
Multi -Stage
= -
No
No
Tailwater Elevation
= 0.00 ft
Note: All outlbws have been analyzed under Inlet and outlet control.
Stage / Storage I Discharge Table
Stage
Storage
(ft)
(cuft)
0.0
00
0.1
105
0.2
209
0.3
314
0.4
419
0.5
524
0.6
628
0.7
733
0.8
838
0.9
942
1.0
1,047
1.1
1,198
1.2
1,348
1.3
1,499
1.4
1,649
1.5
1,800
1.6
1,951
1.7
2,101
1.8
2,252
1.9
2,402
2.0
2,553
2.1
2,757
2.2
2,960
2.3
3,164
Elevation
Culy. A Culy. B
Culy. C Weir A Weir B Weir C
Discharge
(ft)
(cfs) (cfs)
(cfs) (cfs) (cfs) (cfs)
(cfs)
32.00
0.00 -
- 0.00 -- -
0.00
32.10
0.00 -
0.00 - -
0.00
32.20
0.00 -
- 0.00 - -
0.00
32.30
0.00 -
- 0.00 -- -
0.00
32.40
0.00 -
- 0.00 - - -
0.00
32.50
0.00 -
- 0.00 - -
0.00
32.60
0.00 -
- 0.00 - -
0.00
32.70
0.00 -
- 0.00 - -
0.00
32.80
0.00 -
- 0.00 - -
0.00
32.90
0.00 -
- 0.00 - -
0.00
33.00
0.00 -
- 0.00 - -
0.00
33.10
0.00 -
- 0.00 -- -
0.00
33.20
0.00 -
- 0.00 - -
0.00
33.30
0.00 -
- 0.00 - -
0.00
33.40
0.00 -
- 0.00 - -
0.00
33.50
0.00 -
- 0.00 - -
0.00
33.60
0.00 -
- 0.00 -- -
0.00
33.70
0.00 -
- 0.00 - -
0.00
33.80
0.00 -
- 0.00 - -
0.00
33.90
0.00 -
- 0.00 - -
0.00
34.00
0.00 -
- 0.00 - -
0.00
34.10
0.00 -
- 0.00 - -
0.00
34.20
0.00 -
- 0.00 - --
0.00
34.30
0.00 -
- 0.00 ^-- -
0.00
Conti►sues on next page...

POND
Stage / Storage / Discharge Table
Page 2
Stage
Storage
Elevation
Culy. A
Culy. B CuIv. C Weir A Weir B Weir C
Discharge
(ft)
(cuft)
(ft)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
(cfs)
2.4
3,368
34.40
0.00
---- - 0.00 - -
0.00
2.5
3,571
34.50
0.00
- - 0.00 - -
0.00
2.6
3,775
34.60
0.00
- - 0.00 - -
0.00
2.7
3,979
34.70
0.00
--- - 0.00 - -
0.00
2.8
4,183
34.80
0.00
- - 0.00 - -
0.00
2.9
4,386
34.90
0.00
- - 0.00 - -
0.00
3.0
4,590
35.00
0.00
- - 0.00 - -
0.00
3.1
4,880
35.10
0.00
- --- 0.00 - -
0.00
3.2
5,171
35.20
0.00
- - 0.00 - -
0.00
3.3
5,461
35.30
0.00
- - 0.00 - -
0.00
3.4
5,752
35.40
0.00
- - 0.00 - -
0.00
3.5
6,042
35.50
0.00
- - 0.00 -- -
0.00
3.6
6,332
35.60
0.00
- - 0.00 - -
0.00
3.7
6,623
35.70
0.00
- - 0.00 - -
0.00
3.8
6,913
35.80
0.00
- --- 0.00 - -
0.00
3.9
7,204
35.90
0.00
- 0.00 -
0.00
4.0
7,494
36.00
0.00
- - 0.00 - -
0.00
4.1
7,891
36.10
0.00
- - 0.00 - ---
0.00
4.2
8,288
36.20
0.01
- - 0.00 - -
0.01
4.3
8,685
36.30
0.02
- - 0.00 - -
0.02
4.4
9,082
36.40
0.03
- - 0.00 - -
0.03
4.5
9,479
36.50
0.04
- - 0.00 - -
0.04
4.6
9,876
36.60
0.04
- - 0.00 - -
0.04
4.7
10,273
36.70
0.04
- - 0.00 - -
0.04
4.8
10,670
36.80
0.05
- - 0.00 - -
0.05
4.9
11,067
36.90
0.05
- 0.00 -- -
0.05
5.0
11,464
37.00
0.06
--- - 0.00 - -
0.06
5.0
11,601
37.03
0.06
- - 0.00 - -
0.06
5.1
11,738
37.06
0.06
- 0.00 -
0.06
5.1
11,876
37.09
0.06
-- - 0.00 - -
0.06
5.1
12,013
37.12
0.06
-- - 0.00 -
0.06
5.2
12,150
37.15
0.06
- - 0.00 ---
0.06
52
12,287
37.18
0.06
- - 0.00 - -
0.06
5.2
12,424
37.21
0.06
- - 0.00 - -
0.06
5.2
12,562
37.24
0.06
- 0.00 - -
0.06
5.3
12,699
37.27
0.06
- - 0.00 - .--
0.06
5.3
12,836
37.30
0.07
- - 0.00 - -
0.07
5.4
13,186
37.37
0.07
- - 0.68 - -
0.72
5.4
13,536
37.44
0.07
- - 1,85 - -
1.92
5.5
13,886
37.51
0.07
-- - 3.41 - -
3.48
5.6
14,236
37.58
0.07
- - 5.24 - -
5.32
5.7
14,586
37.65
0.07
- - 7.33 - -
7.40
5.7
14,937
37.72
0.08
- - 9.64 -- -
9.71
5.8
15,287
37.79
0.08
- - 12.14 --- -
12.22
5.9
15,637
37.86
0.08
- - 14.83 -- ---
14.91
5.9
15,987
37.93
0.08
-- --- 17.70 - ---
17.78
6.0
16,337
38.00
0.08
- - 20.73 - -
20.82

CARS' ".
STATE OF NORTH •CAROLINA.:
ANNUAL R PORT SECRETARY OF STATE
INCLUDE 10.00 FILING FEE ANNUAL REPORTS
PAYABLE 0 N.G. SECRETARY ::P.O BOX 895H
OF STATE. 1919)-7N4201626-0525
96 t 9 7 0 2-9 " a JF
M = � REPORT DUE DATE- 06-29-2996
CORP ID- 0 3 9 3 5 9 1 F111
(0/ J' � NICE 1/, FAULRNER
FILING ND- A 0 0 5: r . ' NOTICE DATE- 04-30-1996
STATE OF INC- NC DATE OF INC- 04-11-1996
1. REGISTERED AGENT i REGISTERED OFFICE MAILING ADDRESS ENTER AGENT NAME i MAILING ADDRESS CHANGE HERE -
2.
AMERICAN AUTO i FINANCE COMPANY, INC.
C/O RALPH H GRIFFIN JR.
64 PELICAN DRIVE
WRIGHTSVILLE BEACH NC 294e0
STREET ADDRESS OF REGISTERED OFFICE
64 PELICAN DRIVE
WRIGHTSVILLE BEACH WC 2 O
COUNTY - NEW HANOVER
3. IF REGISTERED AGENT CHANGED, SIGNATURE OF MEN AGENT
b
..American Auto & Finance Company, Inc.
0/0 Ralph H. Griffin Jr.
PO Box 205
Wrightsville Beach, --NC 28480
ENTER'.'l' M4T ADDRESS CHANGE HERE -
SIGNATURE CONSTITUTES CONSENT TO APPOINTMENT
4. ENTER PRINCIPAL OFFICE ADDRESS HERE AMERICAN„AUTO i FINANCE COMPANY, INC.
ADDR- g��0 Box 205 64 Pelican Drive
CITY- Wrightsville Beach
5. ENTER FEDERAL EMPLOYER ID NUMBER HERE - NC ZIP-28480
NUMB_ 56-196-95--72
6. ENTER NAME, TITLE AND BUSINESS ADDRESS OF PRINCIPAL OFFICERS HERE -
NAME- —1,e :.: �:x-� _ '�' ADDR- 'PO Box 205
TITLE- President CITY -Wrightsville Beach ST_NC ZIP_ 28480
NAME- Orwaig R. Ta.;_: b0l?g ADDR- -8347 Vintage Club Cir.
TITLE- Sect/Treas CITY- Wilmington ST_ NC Zip- 28405
NAME- ADDR-
TITLE- CITY- ST_ ZIP-
NAME- AODR-
TITLE- CITY- ST_ ZIP-
7. ENTER NAME AND BUSINESS ADDRESS OF DIRECTORS HERE - ATTACH 2ND PAGE IF NECESSARY
ribujE- Ralph H. Griffin Jr ADDR_ FO Box 205 ,
CITY -Wrightsville Beach ST_ NC ZXP_ 28480
NAME- Craig R. Tallberg ADDR- 228 S. College Rd.
Cm- Wilmington ST_ NC Zip-
28403
NAME- ADDR-
CITY- ST_ ZIP_
8. BRIEFLY DESCRIBE THE NATURE OF ITS BUSINESS OR ACTIVITIES - Automobile' sales and finance
AMERICAN AUTO i FINANCE COMPANY, INC.
9. SIGNED- DATE- V t 7
(FORM MUST HE S NEO BY OPFI COR ION7
MA ME- TITLE -
TYPE OR PRINT NAME AND TITLE
This form should be returned by the DUE DATE shown above with a check for-*10.00 toi
SECRETARY OF STATE, ANNUAL REPDRT SECTION, POST OFFICE 29525, RALEIGH NC 27626-0525.
CARS