SW8960208_HISTORICAL FILE_19960526

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 q(q 0 11),6
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
Lb HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
l q u o!3 -u o
YYYYMMDD

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
�f
Yr o
James B. Hunt, Jr., Governor ID FEE
f1
Jonathan B. Howes, Secretary • V
A. Preston Howard, Jr., P.E., Director
May 29, 1996
Mr. Roy H. Britt
Britt's Self Storage
6789 Market Street
Wilmington, North Carolina 28405
Subject: Permit No. SW8 960208
Britt's Self Storage
High Density Commercial Stormwater Project
Pender County
Dear Mr. Britt:
The Wilmington Regional Office received the Stormwater Application for Britt's Self Storage on February 9, 1996, with
final information on May 17, 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 960208 dated May 29, 1996, to Britt's Self Storage.
This permit shall be effective from the date of issuance until May 29, 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 matter, please contact Linda Lewis, or me at
[phone].
Sincerely,
Dave Adkins
Regional Water Quality Supervisor
DA/arl: S:\WQS\STORMWAT\PERMIT\960208.MAY
cc: Jim Craig, P.E.
Ron Covil, Pender County Inspections
Beth Easley, New Hanover County Engineering
Linda Lewis
Wilmington Regional Office
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 960208
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
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
Britt's Self Storage
Britt's Self Storage
Pender County
FOR THE
construction, operation and maintenance of Dry detention with a grassed swale overflow in compliance with
the provisions of 15A NCAC 2H .1000'(hereafter referred to as the "stonnwater ndes') and the approved
stormwater management plans and specifications and other supporting data as attached and on file with and
approved by the Division of Environmental Management and considered a part of this permit.
This permit shall be effective from the date of issuance until May 29, 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 31,800 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable
parts of the permit.
2

Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
State Stormwater Management Systems
Permit No. SW8 960208
DIVISION OF ENVIRONMENTAL MANAGEMENT
PROJECT DATA
Britt's Self Storage
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
If Class SA, chloride sampling results:
Pond Depth:
Permanent Pool Elevation:
Total Impervious Surfaces Allowed:
Green Area entering Pond:
Pender County
Mr. Roy H. Britt
Britt's Self Storage
6789 Market Street
Wilmington, North Carolina 28405
February 9, 1996
Mill Creek
"SA"
53 mg/l
2 feet
2 (assumed bottom of detention area is ground 0) MSL
31,800 square feet
N/A
Pre -construction runoff rate, Qpf,: 1.02 cfs
Post -construction runoff rate, QP"st, 3.86 cfs
Peak outflow, Qpe,k, from detention area: .83 cfs (< Qpre)
Provided Storage Volume: 7,200 cubic feet
(300x6x2 detention area with 2:1 side slopes)
85 % minimum settling efficiency achieved? YES
3

State Stormwater Management Systems
Permit No. SW8 960208
4. No property owner/developer shall 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 tract will be limited to the amount of built -upon area indicated in the supporting calculations and
per approved plans.
6. The permittee is responsible for verifying that the proposed built -upon area does not exceed the
allowable built -upon area.
7. 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.
8. 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
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.
4

State Stormwater Management Systems
Permit No. SW8 960208
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, based on results of inspections. Pond depth must be maintained at 2'.
C. Mowing side slopes during the growing season.
d. Immediate repair/revegetation of eroded areas and sideslopes.
e. Monthly, or after a runoff -producing rainfall event, debris removal and unclogging of outlet
structure, orifice device and collection system, including catch basins and piping.
f. 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 DEM. 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.
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
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
Environmental Management 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 Environmental Management, 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.
5

State Stormwater Management Systems
Permit No. SW8 960208
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. Worn
out components will be repaired/replaced per the approved design specifications.
5. The permittee grants Regional Office 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 29th day of May, 1996,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT' COMMISSION
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number SW8 960208
C,

State Stormwater Management Systems
Permit No. SWS 960208
Britt's Self Storage
Stormwater Permit No.' SW8 960208
Pender County
Engineer's Certification
I, , as a duly registered Professional Engineer in the State of
North Carofina, having been authorized to observe (periodically/weekly/full time) the construction of the
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
7

MEMO Date: -12-io-97
To: F/Le Subject: "760209
PE; AJ& onal QeveI yme1& rnex-F its Sfb(-Zr z racy Ii t- .
The_ Las h25 C)efe m ec�! 4Aa- -'he- S i& i5
roj --� co, bnU2hv1 Co-F 4he Sbrar7"2C;II.
bzc,s� + �s used es a used cap— Ivf
1� re A's ed 5r~C �1 7,,, h25 not ,beef
From:
0 North Carolina Department of Environment,
A
A&VAA Health, and Natural Resources ® printed on Recycled Paper

Aug. 19 1997 07:20AM P1
FROM : PENDER COLNTY INSPECTIONS PHONE NO. : 1 910 259 1295
Febex V.Lautft
Plazining Department
"Designing a better future for Ponder County
P. O, BOX 832
BURGAW, NORTH CAROLINA 28M
910-259-1202
FACSIMILE TRANS/MISSIIOON SHEET
DATE Ci ! � —/ —7
A. TO:
FAX NUMBER:
TELEPHONE NUMBER:
B. FROM:
FAX NUMBER:
TELEPHONE NUMBER: _
TOTAL PAGES (INCLUDING COVER SHEET):
nP TTTRTRTTr TTnNC!
NOTE: IF THE FOLLOWING INFORMATION IS NOT CLEAR OR IF YOU DO
NOT RECEIVE ALL THE INDICATED SHEETS, PLEASE NOTIFY OUR
OFFICE IMMEDIATELY.
ON BEHALF OF THE PENDER COUNTY PLANNING DEPARTMENT
PLEASE HAVE A NICE DAY

FROM PENDER COUNTY INSPECTIONS PHONE NO. : 1 910 259 1295 Aug. 19 1997 07:21AN P2
PENDER COUNTY PLANNING DEPARTMENT
P. O. BOX 832
BURGAW, NORTH CAROUNA 28425
Q CQo 7plaint lnvestiWio,n RWrt
Date Received: Time: Taken By:
Complainant: ' Telephone:
Address: City: state: Zip:
Location of Complaint: 5 �tC- 11 14' Ali" 1.sT9.57 4 p$ l /oC.d A[9
a
11 RwartaRai
Type of Complaint: n Agmulan,i
DaSLAhe Complaint :
Complaintee/Property Owner.: Y
'Complaint Referred to:
Date of Inspection:
Observations:
Actions taken by Inspector.
Actions taken by Planning Department:
jraa�w 11 awntrI21 I1 aga.y
II MInp�Yara n00.r.
1 erte: •1 I :T#
Inepe Na
Plamnv NFL OaG

0
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Wayne McDevitt
Governor Water Quality Section Secretary
August 19, 1997
Ms. Angela Faison, Director
Pender County Planning Department
PO Box 832
Burgaw, NC 28425
Subject: Grading Activities adjacent to
Britt's Mini Storage
Stormwater Project No. SW8 960208
Pender County
Dear Ms. Faison:
The Wilmington Regional Office received your fax requesting an investigation into the grading
activities on the property adjacent to Britt's Mini Storage off Highway 17 in Pender County. The storage site
received a permit in May, 1996 for an alternative detention pond / filter system. The adjacent property was
excluded from the permit because Mr. Britt claimed he did not own it. The plans list a Fred W. Klose as the
owner.
If the adjacent disturbance was less than 1 acre, and did not require a CAMA Major Permit, then the
stormwater regulations do not apply. If, however, the Land Quality Section determines this site to be a
phased development or a continuation of a previously permitted disturbance, then a Stormwater Permit can
and will be required. I have copied Ms. Janet Paith with the Land Quality Section and respectfully request
her to contact you at 259-1202.
Sincerely,
X
Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\LETTERS\960208.AUG
cc: Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal opportunity Affirmative Action Employer

I. L. SMITH CONSTRUCTION CO., INC.
301A N. GREEN MEADOWS DRIVE WILMINGTON, NORTH CAROLINA 28405
PHONE [phone] FAX [phone]
November 6, 1996
Ms. Linda Lewis
N.C. Department of Environmental Health
and Natural Resources
Water Quality Section
127 Cardinal Drive Extension
Wilmington, N. C. 28405
Dear Ms. Lewis:
Re: Notice of violation stormwater permit No. SW8960208.
The above referenced stormwater management system will
be completed on or before January 25, 1997. Construction of
this system will begin on or before December 1, 1996.
You will be notified upon completion and we will arrange
to meet you on site for inspection.
Please call Rod Smith at 910-791-3313 if you have any
questions.
IRS,JR/ib
cc: Mr. Roy Britt
Mr. Jim Craig
Sincerely,
Irving L. Smith, Jr.
Vice President
Nov 0 6

James S. Craig, P.E.
2904 Chestnut Street
Wilmington, NC 28405
[phone]
May 14, 1996
Ms. Linda Lewis, Environmental Engineer
State of N.C. Dept. of Environment, Health and Natural Resources
Wilmington Regional Office
Division of Environmental Management
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Britt's Self-Storage-Pender County
Stormwater Project No. SW8 960208
Dear Linda:
I am in receipt of your April 29, 1996, request for additional information for the referenced
project. Your letter outlined five (5) items and in our May 6, 1996, meeting we addressed each
item. We resolved items 1,2,3 and 5 to your satisfaction. Item 4 was a request for a location and
plan view of the pond area. Please find the sketch enclosed.
I would like to resolve this matter as soon as possible and your swift review of this additional
information is requested.
If any questions arise, please do not hesitate to contact Mr. Smith or myself.
Sincerely,\'
Craig P.E.
Enclosures
ON"' T 6 R IIIUPiTER
D
E C E I V E
MAY 171996 D
PROJ # 5W 8 quozo?7

State of North Carolina
Department of Environment, Health, and Natural
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF ENVIRONMENTAL MANAGEMENT
Governor WATER QUALITY SECTION
Mr. Jim Craig, P.E.
2904 Chestnut Street
Wilmington, North Carolina
Dear Mr. Craig:
April 29, 1996
28401
Resources
Jonathan B. Howes
Secretary
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 960208
Britt's Mini Storage
Pender County
The Wilmington Regional Office received a Stormwater Management Permit Application for Britt's
Mini Storage on March 28, 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:
Please reference the equation you used for determining TSS removal efficiency criteria, and
define all parameters. You state that Q <Qa, but Q is never determined. What are Z, b, Ks,
and vo? t
2. Please revise your detention detail to show the 2' depth. The detail last submitted shows a
depth of only 1'.
3. Please remember that revisions in one part affect other parts of the plan. Please review this
project for completeness prior to resubmittal, and check that all assumptions are written, all
equations are referenced, calculations are complete from start to finish, and details are
complete and conform to the numbers in the calculations.
4. Please delineate the contours as provided for the detention area. If the plan sheet is too
busy, provide a separate sheet, sealed, showing the area in contour, with all necessary
details.
5. Where in the calculations do you determine that you have met one of the two discharge
options required for alternative systems?
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Craig
April 29, 1996
Stormwater Project No. SW8 960208
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 May 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.
DA/arl:
cc:
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
S: \WQS\STORMWAT\ADDINFO\960208. APR
L;inda_Lewis^
Central Files
2

D.E.M.
STORM WATER DESIGN
BRITT'S SELF STORAGE
PENDER COUNTY
REVISED MARCH 28, 1996
Prepared By:
James S. Craig, P.E.
2904 Chestnut Street
Wilmington, NC 28405
STONVINTER
D E C E I V E
MAR 2 81996 D
BEM
PROJ k_

James S. Craig, P.E.
2904 Chestnut Street
Wilmington, NC 28405
March 28, 1996
Ms. Linda Lewis, Environmental Engineer
State of N.C. Dept. of Environmental Health and Natural Resources
Wilmington Regional Office
Division of Environmental Management
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
RE: Britt's Self -Storage - Pender County
Storm Water Project No. SW8 960208
Dear Linda:
I am in receipt of your February 29, 1996 request for additional
information for the referenced project.
The following will address each of the listed concerns.
1. Please find enclosed the results from each of the three water
samples taken at a location one-half mile from the site as
scaled from the previously submitted maps. Three were taken to
insure the one-half mile criterion was met. All sample
results were approximately 10% of the 500 PPM requirement or
less.
2. The results of the chlorides analyses illustrate detention is
an option: the system was designed to incorporate a detention
area.
3. Infiltration was not considered due to the results of the
chlorides tests.
4. Please find enclosed a design which meets the pre -post
discharge requirement for the one year 24 hour storm for the
developed site, which does meet 85% TSS removal.
If any additional information is required or any questions arise,
please do not hesitate to contact Mr. Smith or myself.
Sincerely,
0 2
James S. Craig, P.E.
JSC/ker
Enclosures

r'.r if wi ytl ri14
T,:c i rs• a'er':,, Fy t in
env.irochexW
Environmental Chemists, Inc.
MAILING ADDRESS:
TELEPHONE:
SHIPPING ADDRESS:
P.O. Box 1037
[phone] (Office)
6602 Windmill Way
CONSULTING Wrightsville Beach,
CHEMISTS
[phone] (Lab)
Wilmington,
North Carolina 28480
[phone] (Fax)
North Carolina 28405
REPORT OF
ANAL Y.3SS'
Customer: I. L. SMITH CONSTRUCTION CO.. INC.
301—A No. Green Meadows Drive
Wilmington, North Carolina 28405
Date Sampled: 03 09Z96
Sampled By: _, Client ._
Report To: Rod Smith
PENDER CO. SITE
SAMPLE ID
Britt #1 (Lab ID# 1239)
Britt #2 (Lab ID# 1240)
Britt #3 (Lab ID# 1241)
Date of Report:
P.0_#:
Report #:
03/18/96
2431
CHLORIDE. as Cl
31.3 mg/L
53.1 mg/L
29.2 mg/L
,Ak�-

;zoD SMrry
'%yl-3313
�viroc`he �;,m s
Environmental Chemists, Inc.
MAILING ADDRESS:
TELEPHONE:
SHIPPING ADDRESS:
P.O. Box 1037
[phone] (Office)
6602 Windmill Way
CONSULTING Wrightsville Beach,
[phone] (Lab)
Wilmington,
CHEMISTS North Carolina 29480
[phone] (Fax)
North Carolina 28405
F
CHAIN OF CUSTODY FOR SAMPLE COLLECTION
Client:�j S/y� J� /�G. Sry� in�l Report # : ,2,y�7�
Collected By (signature & print) : r yy� C✓�i9%� ��J��� ����
Sample Type: Influent, Effluent, Well, Stream, SoiZ /Other
Collection: For composite Indicate Date & Time for Start & Finish
Location &
Sample
Collection
Bottle
Lab
Analysis
Identification
Type
Date Time
ID
ID
Requested
Su � r is Sy
'�inCK CpLa� �2M/e.0
3Jo �ASi SR./�f'2
C66 0
t
Transfe Relinquished By Date/Time
Received By
Date/Time
Proper Preservative Used: Acid _
Received On Ice or Chilled to 40C:
Accepted`:_ �/........Rej.ected_
Base
Yes No
By Comment
Other
:.'Delivered By.- `'C Received By
r. .
Date...,:. �6... Time -�

.. ^. r .:4^^ *"�,-, �'^C tr F - •ri rna r �, 2` '� � -5 5.�''.�.�. �"�^f_
26-Mar-96
DRAINAGE CALCULATIONS — BRITTS SELF STORAGE
Atot = 0.73 ac
Aimp = 0.73 ac
Cpre = 0.25 pre-dev coeff.
Cpost = 0.95 post-dev coeff.
12/24 = 5.57 in/hr (1 yr 24hr will be less)
Qpre = 1.02 cfs
Qpost = 3.86 cfs
VOLUME OF RUNOFF
P= 3.6 in(1yr24hr)
CN= 95
S=(1000/cn)-10 S= 0.53
Q*= (P-.2S)^2 3.04 in
(P+.8S)
V = Q*Atot = 8048.57 cf
TIME TO PEAK
Tp=V/1.39*Qpost = 24.98 min
VOLUME OF RUNOFF TO MEET TSS REQUIREMENTS
\ �V, vo = 0.004 ft/s settling velocity for the design particle (40 micron particle)
C q N= 1 settling performance value — B=very good--> 1=very poor
eff = 0.85 settling efficiency required
pond inv = 0 ft
Qs=b*Ks*vo *Z^(b-1) _
N[(1-E)^(1/N)-1] `,
3.32 cfs Q<Qs -- EFFICIENCY METH

26-Mar-96
PROJECT: BRITTS SELF- STORAGE
LOCATION: HWY 17 FENDER COUNTY
OWNER :ROY BRITT
DISCRIPTION : Qpre= 1 cfs
Opost- 3.9 ds
Tp- 25 min
ROUTING SUMMARY:1 YR 24 HR POST= PRE (CHAINSAW METHOD) POND 300 X 6 X 2 FT WITH LEVEL SPREADER
S
Z
CONTOUR
INCREMENTAL
ACCUM
CONTOUR
AREA
VOLUME
VOLUME
STAGE
In
InZ
Zest
(sq ft)
(cu ft)
(cu ft)
(ft)
(ft)
0
1800
0
0
0
0.5
2700
1125
1125
0.5
7.0255
-0.6931
0.506816
1
3600
1575
2700
1
7.9010
0.0000
0.977001
1.5
45M
2025
4725
1.5
8.4606
0.4055
1.486282
2
5400
2475
7200
2
8.8818
0.6931
2.038189
Regression Output:
Constant
Std Err of Y Est
R Squared
No. of Observations
Degrees of Freedom
X Coefficient(s)
Std Err of Coef.
INPUT DATA:
PEAK FLOW=
QP=
TIME TO PEAK=
Tp=
DELTA TIME
dT=
Ks=
b=
Zo-
RISER DIA=
Dr -
RISER CIR=
Cr-
RISER AREA=
Ar-
WEIR COEFF. RISER=
Cwr�
ORIFICE COEFF. RISER=
Cdr-
CREST ELE. RISER=
Zcr
BARREL DIA=
Db=
INVERT ELE. BARREL=
Zj�-
ORIFICE COEFF. BARREL=
Cdb=
SPILLWAY LENGTH--
Lw=
SPILLWAY ELE=
Ze=
WEIR COEFF=
Cw=
CONTROL ORIFICE DIA. (DEM)
Do-
S OF DRAWN DOWN ORIFICES
#Do-
INVERT ELE. ORIFICE(S)=
Zoi=
: ORIFICE COEFF.=
Cdo=
7.932042218038 => Ks= 2785
0.032218645972 b= 1.33
0.998924918528 "
4 I
2 I
I
1.3336648
0.0309422
3.9
cfs
25
min
2
min
2785
2785
1.33
1.33
0
ft (ref)
0
in OR =-->
0.00
It
0.00
sf
3.0
0.6
0
ft
0
In
0
ft
0.6
300
It
2
It
3.0
0
in
0
0
ft
0.6
OUTPUT DATA:
Initial stage =
0
ft, msl NORMAL WATER LEVEL
Normal surface area =
1662.69
sf OR= 0.04 ac
Q, Peak ouMav=
0.93
ds
Peak stage =
2.02
ft, msl
Peak storage =
7118.68
d
Peak surface area -
4698.56
sf OR- 0.11 ac
Lri= 0 It AND Wr
LR=
0.00
PJne RWrYq
s
.4
3
02 0pos
o
o so
ME (min)
0 ft

TIME
INFLOW
STORAGE
STAGE
Qonfice(s)
Qnser (WEIR)
Qnser (ORIF.)
Qbarrel
Qspillway
Qtotal
(min)
(Cfs)
(cu ft)
(ft)
(crs)
(cfs)
(Cfs)
(cfs)
(cfs)
(Cfs)
0
0
0.00
0.00
2
0.06
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.000
4
0.24
7.35
0.01
0.00
0.00
0.00
0.00
0.00
0.000
6
0.53
36.30
0.04
0.00
0.00
0.00
0.00
0.00
0.000
8
0.91
99.72
0.08
0.00
0.00
0.00
0.00
0.00
0.000
10
1.35
208.33
0.14
0.00
0.00
0.00
0.00
0.00
0.000
12
1.83
370.02
0.22
0.00
0.00
0.00
0.00
0.00
0.000
14
2.32
589.33
0.31
0.00
0.00
0.00
0.00
0.00
0.000
16
2.78
867.18
0.42
0.00
0.00
0.00
0.00
0.00
0.000
18
3.19
1200.81
0.53
0.00
0.00
0.00
0.00
0.00
0.000
20
3.53
1583.97
0.66
0.00
0.00
0.00
0.00
0.00
0.000
22
3.76
2007.28
0.78
0.00
0.00
0.00
0.00
0.00
0.000
24
3.88
2458.85
0.91
0.00
0.00
0.00
0.00
0.00
0.000
26
3.88
2925.00
1.04
0.00
0.00
0.00
0.00
0.00
0.000
28
3.76
3391.15
1.16
0.00
0.00
0.00
0.00
0.00
0.000
30
3.53
3842.72
1.27
0.00
0.00
0.00
0.00
0.00
0.000
32
3.21
4266.03
1.38
0.00
0.00
0.00
0.00
0.00
0.000
34
2.89
4650.69
1.47
0.00
0.00
0.00
0.00
0.00
0.000
36
2.60
4997.35
1.55
0.00
0.00
0.00
0.00
0.00
0.000
38
2.35
5309.76
1.62
0.00
0.00
0.00
0.00
0.00
0.000
40
2.11
5591.32
1.69
0.00
0.00
0.00
0.00
0.00
0.000
42
1.91
5845.07
1.74
0.00
0.00
0.00
0.00
0.00
0.000
44
1.72
6073.76
1.79
0.00
0.00
0.00
0.00
0.00
0.000
46
1.55
6279.85
1.84
0.00
0.00
0.00
0.00
0.00
0.000
48
1.39
6465.59
1.88
0.00
0.00
0.00
0.00
0.00
0.000
50
1.26
6632.98
1.92
0.00
0.00
0.00
0.00
0.00
0.000
52
1.13
6783.84
1.95
0.00
0.00
0.00
0.00
0.00
0.000
54
1.02
6919.80
1.98
0.00
0.00
0.00
0.00
0.00
0.000
56
0.92
7042.33
2.00
0.00
0.00
0.00
0.00
0.28
0.284
58
0.83
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.829
60
0.75
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
6.747
62
0.67
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.674
64
0.61
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.607
66
0.55
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.547
68
0.49
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.493
70
0.44
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.444
72
0.40
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.400
74
0.36
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.361
76
0.33
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.325
78
0.29
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.293
80
0.26
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.264
82
0.24
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.238
84
0.21
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.215
86
0.19
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.193
88
0.17
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.174
90
0.16
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.157
92
0.14
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.142
94
0.13
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.128
96
0.11
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.115
98
0.10
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.104
100
0.09
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.093
102
0.08
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.084
104
0.08
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.076
106
0.07
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.068
108
0.06
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.062
110
0.06
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.056
112
0.05
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.050
114
0.05
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.045
116
0.04
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.041
118
0.04
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.037
120
0.03
7118.68
2.02
0.00
0.00
0.00
0.00
2.72
0.033

�Zv'« MF+r� 1, �2S'O 7 vOIZT14 Prlo�
O-te.R STOyC+va \\ SJwTyr AND Jr
Mv�� c� ►.a o SfScO Z/ '
t)CiST/N(r
FLLA- r-IE
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ZJT.S.
fRA STORM d LR,
D E C E I V E D
MAR 2 81996
D E M
PROJ N
pRoPosc.�
Crru.o e

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF ENVIRONMENTAL MANAGEMENT Jonathan B. Howes
Governor WATER QUALITY SECTION Secretary
Mr. Jim Craig, P.E.
2904 Chestnut Street
Wilmington, North Carolina
Dear Mr. Craig:
February 29, 1996
ROOM
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 960208
Britt's Mini Storage
Pender County
The Wilmington Regional Office received a Stormwater Management Permit Application for Britt's
Mini Storage on February 9, 1996. A preliminary review of that information has determined that the
application is not complete.
Because this site is unique in that a stormwater plan is being done after the constuction; the
stormwater controls must be considered innovative; and the site does drain to SA waters, the following
information is needed to continue the stormwater review:
1. A chlorides test must be performed in order to be able to allow the proposed detention.
J2. If detention is an option based on the results of the chlorides test, the system must
demonstrate compliance with one of the provisions in #4 below.
�l 3. If detention is not an option based on the results of the chlorides test, then an infiltration
system in accordance with .1008 (d) will be required. The design storm will be 1-1/2", as
required by .1005 (2)(b)(ii).
4. The alternative design criteria stipulate that you must demonstrate the ability to remove 85 %
TSS, and one of the following: the discharge rate following the design storm shall be such
that the runoff volume draws down to pre -storm stage in 2-5 days; or, the post -development
discharge rate shall be no larger than the predevelopment rate for the one year 24 hour
storm. The dry detention coupled with the 50' vegetated filter will provide 85 % TSS
removal, however, you have not indicated compliance with one of the remaining
requirements.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal opportunity Affirmative Action Employer

Mr. Craig
February 29, 1996
Stormwater Project No. SW8 960208
The alternative design criteria as described in .1005 (2)(b)(ii) are new, and have generated more
than their share of questions from the review staff. I have discussed this site in detail with the Central
Office and the comments given here reflect their concerns as well as certain interpretations that I was not
aware of at the time of our meeting.
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 March 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
Environmental Engineer
DA/arl: S:\WQS\STORMWAT\ADDINFO\960208.FEB
cc: Linda Lewis
Central Files
2

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D.E.M.
STORM WATER DESIGN
BRITT'S SELF STORAGE
PENDER COUNTY
01
Prepared By:
James S. Craig, P.E.
2904 Chestnut Street
Wilmington, N.C. 28405
D E C E I V E
FEB 0f 1996 D
PROJ # UJE y(POzvol

BRITT'S SELF STORAGE Pender County
Narrative - Storm Water Submittal
This project is located on a 1.8191 acre site (Garrason) in
Pender County on U.S. 17, approximately 0.35 miles south of
the US 17 and SR 1582 intersection. The development
consists of disturbing approximately 1.17 acres of the tract
to construct a mini storage facility rendering approximately
.73 acre impervious, including the entrance road within the
highway right of way (approx. 40%).
The project is located over 1.5 miles northwest of the ICCW
(Scaled D.O.T. highway, Pender County).
The treatment of storm water proposed is to construct a
level spreader across the rear of the site which will
diffuse the existing two flumes. The discharge will model
sheet flow for excess runoff over one inch over the
impervious area (.73 acre) over undisturbed natural
vegetation (approximately .5 acre).
No testing is necessary due to length of travel to the
surface waters, greater than the direct measure of
approximately 1 mile and the minor development of the small
tract.
Level Spreader Design:
Impervious Area = .73 AC = 31798.8 sq. ft_
1" Vol. = 2650 C.F.
QTotal = 7.0 CFS => 2100 CF
tc=5 min\ 10 year storm
Size Level Spreader:
Length = 300 ft (min)
Area = 2650/300 = 8.8 sq. ft.
Bottom Width = 6 ft.
Side Slopes = 1:3 �TOR 1 11ATER
Depth = 1 ft.
.{
Area = (6 ft x 1 ft),— (1 ft x 3 ft) = 9 sq. ft.
Area > Area O.K. l0 n E C E I V E n
FEB 0 91996
D E
PRO # `5 DZ08'

77
LiA
fl;ID
'95 �98 31 P;i 2 3a
'fills DFUl1, ...nda This iplh day u l s �b e e ll1:L (B
GRAN rons
171U,D W. KLOSIS CRAN'I'CFa
AND WIrC, ROY 11. ItSil'1'i' JOANNfi G. KLOSE
El in ludo lra lion Grantors and Grantees as used
shall
assigns, and shalll des.igna�ed parties, their used in this instrument
neuter Corm as include singular, successors and
be mrLctiCuc ed required Ly context. Eemiplural, masculine,
substituted for those of nine or masculine pronouns eminor
for the neuter Porm or vice nha11
the context s''°q°tar number or v' versa and the
may require such. tee vrroa in an Plural
Y place in which
Grantors, for a in
consideration paid
which is ackn owledyed, convey to Grantees
land located P by Grantees, receipt of
described as: in POPSAIr, TownshI in fee Dimple, theparcel P. Pander County, North Carolinaf
Rgq•
SEE CNCC. T "A"TAIIC ED HERETO /INU 1NCORPO RATEU FIE REIN BY
EFERENCE,
Grantees shalhe b in fee simple. l h and appurtenancesave and hold taove land and all its privileges
The property described above Was
instrument recorded in Ueed a Book 691
Registry. Paaerr 221d ofY Grantors by the
Cite PENDER County
Grantors If
with Grantees that Grantors a
premises in fee simple, Gran Cora have
simple, title is marketable and tl'a right re seized o Grantors w' 9.Ft to con f the
ill warrant and di,, free and clar of alIssue y the name in fee
all persons. tend the title a' ainstumbrances, and
9• C1lawful claims of
O LIN/, NOR �Q�JJ�)
•�u;rs��TA'� f�� 4� �, �,v� P.eaarded nn:l 4erSr lob
c'nn'ax�-�aw� LO /(id' Jnn ce 1. S:vi r,^gnodp
�'^ � - �,a,�] iicglstcr at Uczds
°ender county, 17L

IN WITNESS WHEREOF, Grantors have hereunto, set'2hetY-
I �Pnde and
scale, the day and year first above written. ail l'I
n /G (Seel( (Seel)
FRED W. KLOSE / ANNE G. KLOSE
STATE. OF NORTH CAROLINA
COUNTY OF NEW HA14OVER
1, ELIZABETH A. WHITLEY, A Notary Public of the County and State
aforesaid, certify that FRED W. KLOSE AND JOANNE G. KLOSE personally
appeare�"k'14 re me this ,day and acknowledged the execution of the
fore NAB µLnry Lyme n t.
:e Itness m}. 1hnd and .official seal, this _.i� day of AUGUST, 1995.
PUBUC
t � 9,'` • <A,,, Signature of Notary Public
COVER GOV..'�
n)s=n
My conunis , eion expires 3/5/97. _
The foregoing certificate of ELIZABETH A. WHI:TLEY, Notary Public, rs
certified to be correct. This instrument and this certificate are duly
registered at the date and time and in the Book and page shown on the
first page hereof.
JOYCE N. SWICEGOOD
40 PENDEERR County Register of Deeds
By t gi
D pu ty /Aoe',t'�
\lmnnl) D—, fnnu 61.UF 1f In MHI I'1'
C

U
E
EXHIBIT "A"
BECINNIIIG at all lean pipe in till Southensten, tlybt�'C-way lino of
U.a. NLghwey 117, 50 feat from hbu cenlacLino th,mof, sold icon
pipe bch,g locnlcd south 43 degrees 21 minutca 30 necmtdo G.,t
50.0U Coot from a P.K. ,oil in Lhe rcoLurWlO'ot t1.6. Illyhwey 117-
.... P.It. na Ll bntug l:,ulh 46 ds�lreco :10 to LmLon 30 ,ecoodn
West 451.95 feet twin an Iron Pin located uL We P.1. of a circular
curve of the c,nterllne of U.S. Uigbwny 117, said iron pin beh\g
locnled froth -17 degrees US minutes 00 necondo ,not 67.110 feet from
U.O. ,C... L and GoudeLtc Survey Bench Mark Number P 146, sold Iron
pipe at the P.1. of sold curvo being olao localcd 6ou0h 50 degree-
1G minul.ca 00 necondo WeuL IUG4.77 lect from a P.K. null of LhO 13.1.
Of Uro centerllne of anolber curve or U.S. Illyhway �171 laid P.K.
Soil at nnid p.l. being local d South' S5 degrees 113 minutes 30
seconds Weal 416.17 feet from a P.K: nail at the 1nLernection of Ute
centerline of U.S. Highway 117 sod Secondary Bond 11502,
Washinglen Acre. Rood, running thence Cram Unit' 130011" ng point
with tile Gduthsnnlcrn rlghL-of-soy of U.S. Big bway 117, North 46
.degrees 30 oiuuLea 30 second" East IU0.00 feet to a 'point lit the
'naglu,ing of n cliculor curve in th, above mentioned right-aC-waY
Ible running thence again w1LU said rlghLbC-w,y Line, a circular
curve W the rlghL having a radius of 3307.7466 CceL. no lira
dlnbru,to oE'1U1.01 CerL Lo tin -Cron pipe, .raid Iron pipe being located
North 47 degree. 29 minutes 45 seconds Baal 101.00 CceL from Ihg
precoding point, uunrLnr Utence ,.uLl, 43 degrees 03 mLnutca 15
.condo IiaoL 2..011.06 fact tc tin Leon pile, In Johnic GLLbcrL 'Chum no,
Sr.'s i.tnc, ,atd icon plpc being 2u0.UU feel Crom the r1gbL-aE-way
W,o of U.S. nlybwoy 111 when mennured ou dyhL angles slid
tangent to the curve of U.S. 1119bany I1'71 running thence parallel
to and 200.00 CeeL from the right-of-way lino of U.S. nlghway 117,
wi19, Jobnie Gllbert '1'homon, Sr.'s Woe, a circular curve In the left
having a radlun Of 3179.7460 feet, an are distance of 99.91 CeeL Lo
col Lron pipe nL We end of said curve, gold Iran pipe being located
SouLl, 41 deyteeu 32 minutes 30 Itconda WOOL 99.90 feet Crom the
precedbIg polnL run,dng Lbence parallel to U.S. Illyhw.y 117 wiU,
dolude Gilbert Thomas, Sr.'. lino South 46 dege,eo 30 minulen 30
second. Wool, 109.09 CeeL to an Lron pipe, running LhencO North 43
degrees 03 mho, lea 30 second, Wool 2,0.00 [let Lo the bey Lnuing .lid
containing. 43,413 square feet or 0.990 acre asnurveyed by Juhnle
C. Narration, Roylalered Land Surveyor, in 'October, 1974 W1U,
calculated mayneLle bearino l from Section 0 01 Washin9lyn Acres.
'file above aceevibed laadn being . portion of the lands conveyod to
N.C. Thom.., dr. by deed recorded In Book 416, Pose 402 of Ills
,'ender County ltagintry.