SW8010507_COMPLIANCE_20030731

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW eLI(2S�0�
DOC TYPE
❑CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

.OF WATER Michael F. Easley, Governor
0G William G. Ross Jr., Secretary
v North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
p Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 31, 2003
CERTIFIED MAIL #7003 0500 0000 8804 3687
RETURN RECEIPT REQUESTED
Mr. James T. Street, il, Manager
Alpha Development Group, LLC
5306-101 Six Forks Road
Raleigh, NC 27609
Subject: NOTICE OF VIOLATION
CVS Pharmacy Store #5533
Stormwater Permit No. SW8 010507
Brunswick County
Dear Mr. Street:
On July 30, 2003, Wilmington Regional Office personnel performed a
Compliance Inspection of the subject project, located off Village Road in Leland,
Brunswick. County, North Carolina. The inspection was performed to determine the
status of compliance with Stormwater Permit Number SW8 010507, issued to you on
June 29, 2001.
The project has been found in violation of Stormwater Permit Number SW8
010507 , issued pursuant to the requirements of 15A NCAC 2H.1000. The violations
found are:
Section 11.3- The The permittee shall at all times provide the operation and
maintenance necessary to assure that all components of the permitted
stormwater system function at optimum efficiency. The approved _
Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of 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.
The pond is very overgrown. The condition of the side slopes is difficult to determine.
When was the sediment level last checked?
• nip
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] KDENR

Mr. Stree,
July 31, 2003
Stormwater Permit No. SW8 010507 NOV
2. Section 1.7- Upon completion of construction, prior to issuance of a
Certificate of Occupancy, and prior to operation of this permitted facility, a
certification must be received from an appropriate designer for the system
installed certifying that the permitted facility has been installed in
accordance with this permit, the approved plans and specifications, and
other supporting documentation. Any deviations from the approved plans
and specifications must be noted on the Certification.
The required Designer's Certification has still not been submitted, despite a
previous request made in a Notice of Violation dated February 22, 2002. In the "Plan of
Action" submitted to the Division, dated March 8, 2002, your consultant, Mr. Jim Bell,
P.E., with Kimley-Horn, indicated that the as -built survey showed some grading and
elevation problems in the pond, and that the pond needed to be regraded. The work
was expected to be complete within two weeks, and the Designer's Certification was to
be submitted by April 1, 2002.
To correct these violations you must :
Provide a written "Plan of Action" which outlines the actions you will take
to correct the violation(s) and a time frame for completion of those actions,
on or before August 31, 2003.
2. Perform the required maintenance as indicated in the permit and as
outlined on the approved Operation and Maintenance Plan. It is your
responsibility and obligation under the permit to assure that the pond is
routinely maintained, not just when the Division notifies you of
deficiencies.
3. Submit the required Designer's Certification.
Failure to provide the "Plan of Action" by August 31, 2003, or to correct the
violations by the date designated in the "Plan of'Action", are considered violations of
15A NCAC 2H.1000, and may result in the initiation of enforcement action which may
include recommendations for the assessment of civil and criminal penalties, pursuant to
NCGS 143-215.6A.
By copy of this letter to the Brunswick County Building Inspector, this Office is
requesting that the Building Inspector consider withholding building permits and
Certificates of Occupancy for this project until this matter is satisfactorily resolved.
If you have any questions concerning this matter, please call Linda Lewis at
[phone].
Sincerely,
E
Rick Shiver
Water Quality Regional Supervisor
RSSlarl: S:IWQSISTORMWATINOTICE1010507.ju103
cc: Jimmie Bell, P.E., Kimley-Horn
Delaney Aycock, Brunswick County Building Inspections
Linda Lewis
2

Mr. Street
July 31, 2003
Stormwater Permit No. SW8 010507 NOV
CVS Pharmacy Store #5533 Leland
Brunswick County
Stormwater Project_ No. SW8 010507
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically 1 weekly 1
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.
Required Items to be checked for this certification to be considered complete are on
page 2 of this form.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
cc: NCDENR DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspector
3

Mr. Street
July 31, 2003
Stormwater Permit No, SW8 010507 NOV
Certification Requirements. -
The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. The outlet/bypass structures are constructed per the approved plan.
5. The outlet structure is located per the approved plans.
6. A trash rack is provided on the outlet/bypass structure, per the approved plan.
-7. All slopes above the permanent pool are grassed with permanent
vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
10. The permitted amounts of surface area and/or volume have been
provided.
11. Required drawdown devices are sized and located per the approved
plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
14. The overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ
Delaney Aycock, Brunswick County Building Inspector
4

Brunswick County NC GIS
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1 = 400 Feet ADDRESSI: % OCCUPANCY EXPENSE ADDRESS2: 1 CVS DRIVE CITY: WOONSOCKET STATE: RI ZIPCODE: 02895
x PARCELDESC: IMP ONLY 117-AVILLAGE RD DEEDDATE: DEEDBOOK: DEEDPAGE: PLATBOOK: null
ws PLATPAGE: null PLATDATE: ACREAGE: null TOWNSHIP: TOWN CREEK DEFERREDVAL: 0
LANDVAL: 0 OTHERVAL: 11500 HOMEVAL: 996050 TOTALVAL: 1007550 FIRECODEID:07 FIRECODENAME: Leland
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DENR
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(Michael F. Easley, Governor
1N A
L
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
February 22, 2002
CERTIFIED MAIL #7001 1940 0007 1402 2996
RETURN RECEIPT REQUESTED
Mr, James T. Street II, Manager
Alpha Development Group, LLC
5306-101 Six Forks Rd.
Raleigh, NC 27609
Subject:
Dear Mr. Street:
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
Wilmington Regional Office
NOTICE OF VIOLATION
CVS Pharmacy - Store # 5563
Stormwater Permit No. SW8 010507
Brunswick County
On January 25, 2002, Wilmington Regional Office personnel performed a Compliance Inspection of the
project known as CVS Pharmacy - Store # 5563, located on Village Road off Hwy 17 in Brunswick County, North
Carolina. The inspection was performed to determine the status of compliance with Stormwater Permit Number
SW8 010507, issued to you on. June 29, 2001. .
The project has been found in violation of Stormwater Permit Number SW8 010507, issued pursuant to the
requirements of 15A NCAC 2H.1000. The violations found are:
1. Section II, Part 6 - The facilities shall be constructed as shown on the approved plans. This permit shall
become voidable unless the facilities are constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
Two curb cuts have been added to allow stormwater runoff from the existing shopping center to drain
into the pond. This was not shbwn on the approved plans. This pond was designed to handle the
runoff from 60,413 square feet, only.
2. Upon completion of construction, prior to issuance ofa Certificate ofDecupancy, andprior 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
approvedplansandspecifications, and other supporting documentation. Any deviationsfrom the approved
plans and specifications must be noted on the Certification.
The engineer certification has not been received.
A**4
fi�DENit
N.C. Division of Water Quality 127 Cardinal Drive E)tension Wilmington, N.C. 28405 [phone] Fax[phone] Customer Service
800-623-7748

Mr. Street ' `
February 22, 2002
Stormwater Permit No. SW8 010507
To correct these violations you must :
1. PrQvide a written "Plan of Action" which outlines the actions you will take to correct the violation(s)
and a time frame for completion of those actions, on or before March 8, 2002.
2. Please eliminate the curb cuts by replacing the sections of curb that have been removed with
contiguous concrete curbing.
3. Please submit the engineer's certification.
Failure to provide the "Plan of Action" by March 8, 2002, or to correct the violations by the date designated
in the "Plan of Action", are considered violations of 15A NCAC 2H.1000, and may result in the initiation of
enforcement action which may include recommendations for the assessment of civil and criminal penalties, pursuant
to NCGS 143-215.6A.
By copy of this letter to the Brunswick County Building Inspector, this Office is requesting that the Building
Inspector consider withholding building permits and Certificates of Occupancy for this project until this matter is
satisfactorily resolved.
If you have any questions concerning this matter, please call Noelle Lutheran at [phone].
Sincerely,.
loe
i
Rick Shiver
Water Quality Regional Supervisor
RSSAnml S:IWQSISTORMWATINOTICE1010507.FEB
cc: Lee Bakely, P.E.
Cameron Moore, Town of Leland
W.ihnington.RegionaLOfficq
Central Office

DETENTION POND ANALYSIS FILE NAME: S:IWQSIPOND1010507.WK1
PROJECT* SW8 010507 REVIEWER: NML
PROJECT NAME: CVS PHARMACY - LELAND DATE: 26-Jun-2001
Receiving Stream:
Drainage Basin:
MILL CREEK
CFR
Class: C SW Chlorides: N/A
Index No.
Site Area
2.04 acres
Drainage Area
feet
Area in Acres 2.28
IMPERVIOUS AREAS
Rational C
BUILDINGS
10880.00
square feet
PARKING
42987.00
square feet
SIDEWALKS
1640.00
square feet
OTHER
176.00
square feet
OFFSITE ROAD
4730.00
square feet
square feet
TOTAL 60413'0Q> square feet Rational Cc= 0.08
SURFACE AREA CALCULATION
% IMPERVIOUS
60.83%
SA/DA Ratio
6.08%
Des. Depth
3.5
Req. SA
6041 sf
TSS:
9000%
Prov. SA?<'>€€<'6068
sf
VOLUME CALCULATION * place a "1" in the box if Rational is used }
Rational ?*
FOREBAY
Des. Storm
1 00;', inches
Perm. Pool Volume=
10344
IRv=
0.60
Req. Forebay Volume=
2068.8
Bottom
18.5 msl
Provided Volume=
2102.00
Perm. Pool
22 00 msl
Percent=
Design Pool
22.8 msl
Design SA
sf
Req. Volume
_7056
4945' cf
�cf
SA @ _
Prov. Volume ::..:.:!
w
...::..::::::>.;5250
Elevation=
ORIFICE CALCULATION
Avg. Head =
0.38 ft
Flow Q2, cfs
0.029 cfs
Flow Q5, cfs
0.011 cfs
No. of Orifices
I100>�in
1
Diameter or
Weir Dimensions
02 Area = 1.39 in
Q5 Area = 0.56 in
Orifice Area 0.79 in'
Q= 0.016 cfs
Drawdown3''SIdays
COMMENTS
Surface Area , Volume and Orifice are within Design Guidelines.