SW8010507_HISTORICAL FILE_20161123

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW OoIlJ�IJ7
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
�El COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

11 /23/2016
Corporations Division
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Sox 29622 Raleigh, NC 2762"622 [phone]
The Secretary of State's Office will be closed on Friday, November 24 & 25 in observance of
Thanksgiving. We will reopen at 8 a.m. on Monday, November 28.
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: D & H Investors, Inc.
Prev Legal: Maintenance, Incorporated
Business Corporation Information
Account
Login
Register
Sosld:
OC88903
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
9/3/1968
Fiscal Month:
December
Registered Agent:
Date, E. G.
Corporate Addresses
Principal Office: 1400 Village Rd
Leland, NC 28451
Reg Office: 1400 Village Rd
Leland, NC 28451
Reg Mailing: PO Box 157
Leland, NC 28451
Mailing: PO Box 157
Leland, NC 28451
Officers
President: E G Dale
PO Box 157
Leland NC 28451-0157
Secretary/Treasurer: Eleanor H Dale
PO Box 157
Leland NC 28451-0157
Stock
Class: COMMON
Shares: 200000
Par Value: i
https:/Iwww sosnc.gov/Searchlprofcorp/4956078 111

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11 /23/2016
RRLINSWICK COUNTY
Appraisal Card
11/23/2016 11:11:45 AM
D & H INVESTORS INC Return/Appeal Notes: Parcel: 038GA00901
PLAT: /UNIQ ID 162247SPLIT FROM ID 151019
30269430 ID NO: 3107OS274556
BRUNSWICK COUNTY (100), LELAND (100), IrLAND FIRE (10) XXXX CARD NO. 1 of I
Reval Year: 2015 Tax Year: 2017 LT 1 0.55AC PLAT 89/71 0.550 AC SRC=
Appraised by 33 on 07/09/2015 C101 VILLAGE RD @ 17 TW-02 CI-31FR-07EX- AT- LASTACTION 20150916
CONSTRUCTION DETAIL
MARKET VALUE
DEPRECIATION
CORRELATION OF VALUE
TOTAL POINT VALUE
Eff.
BASE
BUILDING ADJUSTMENTS
USE
MO
Area
QUAL
RATE
RCN
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TOTAL ADJUSTMENT
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FACIOR
TOTAL QUALITY INDEX
TYPE: VACANT LAND
DEPR. OB/XF VALUE- CARD XXXX
MARKET LAND VALUE - CARD
STYLE;
TOTALMARKET VALUE - CARD XXXX
TOTAL APPRAISED VALUE - CARD xxxx
TOTAL APPRAISED VALUE - PARCEL
TOTAL PRESENT USE VALUE - PARCEL
TOTAL VALUE DEFERRED - PARCEL )0001
TOTAL TAXABLE VALUE - PARCEL $ x
PRIOR
BUILDING VALUE C
OBXF VALUE
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PERM IT
CODE DATE NOTE I NUMBER AMOUNT
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SALES DATA
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DATE
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PAGE
MO
R
TYPE
/
PRICE
0015
M
8
201
CO
U
V
344
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201a
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HEATED ARf A
NOTES
SUBAREA UNIT ORIG % SIZE ANN DEP c/oOB/XF DEPR.
GS RPL Coo UAL DESCRIPTiONCOUN LTH iHUNIT5 PRICE COND BLDG# FACT Y EY RATE V COND VALUE
TYPE AREA % CS TOTAL OB/XF VALUE XXXX
FIREPLACE
SUBAREA
TOTALS
BUILDING DIMENSIONS
LAND INFORMATION
OTHER
ADJUSTMENTS AND
LAND
TOTAL
HIGHEST AND
USE
LOCAL
FRON
DEPTH
LND
COND
NOTES
ROAD
DIN
UNIT
LAND
LINT
TOTAL
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LAND
BEST USE
CODE
ZONING
TAGE
DEPTH
/ SIZE
MOO
FACT
RE AC LC TO OT
UNITS
TYP
ADJST
UNIT PRICE
VALUE
VALUE
NOTES
COMMERCIAL
0700
75
116
190
1.0000
0
0.5000
1 00 +00 -00 +00 -50
PS
X
23958,OOC
SF
0.50
x
POND
OTAL MARKET LAND DATA
[TOTAL PRESENT USE DATA
http /ltax.brunsco,neUtsnet/AppraisalCard.aspx?parcel=038GA00901
1/1

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RatwcwlrK rniimw
Appraisal Card
11/23/2016 11:14:26 AM
D & H INVESTORS INC Return/ApPeaf Notes: Parcel: 038GA00902
PLAT: /UN IQ ID 162248 SPLIT FROM ID 151019
30289430 IU NO: 310705271681
BRUNSWICK COUNTY (100), LELAND (100), LELAND FIRE (10) xxxx CARD NO. I of 1
Reval Year; 2015 Tax Year: 2017 LT 3 0.61AC PLAT 89/71 0.610 AC SRC=
Appraised by 33 on 07/09/2015 C101 VIL,LACE RD @ 17 TW-02. CI-31FR-07EX- AT- LAST ACTION 20150916
CONSTRUCTION DETAIL
MARKET VALUE
DEPRECIATION
CORRELATION OF VALUE
TOTAL POINT VALUE
ELL.
BASE
BUILDING ADJUSTMENTS
USE
MO
Area
QUAL
RATT:
RCN
EYf
AY
CREDENCE lO
TOTAL ADJUSTMENT
981
00
1
1
1xxxxODD
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DEPR. BUILDING VALUE - CARD XXX
rACI OR
I-OTAL QUALIFY INDEX
TYPE: VACANT LAND
DEPR. OB/XF VALUE - CARD Fow—
MARKET LAND VALUE - CARD
STYLE:
TOTAL MARKET VALUE - CARD
TOTAL APPRAISED VALUE - CARD
TOTAL APPRAISED VALUE -PARCEL
TOTAL PRESENT USE VALUE - PARCEL
TOTAL VALUE DEFERRED - PARCEL
TOTAL TAXABLE VALUE - PARCEL $ )000
PRIOR
BUILDING VALUE
OBXF VALUE
LAND VALUE
PRESEN'TT USE VALUE
DEFERRED VALUE D
TOTAL VALUE
PERMIT
CODE I DATE NOTE I NUMBER AMOUNT
ROUT, WTRSHL):
SALES DATA
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RECORD
DATE
DEED
INDICATE SALES
BOOK PAGE
MO
R
TYPE
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03680 0015
8
12.015
CO
I U V
HEATED AREA
NOTES
SUBAREA UNIT ORIG % SIZE ANN DEP % OB/XF DEPR.
GS RPL COD UAL DESCRIPTIONCOLIN LTH THUNIT5 PRICE COND BLDGit FACT Y EY RATE Y COND VALUE
jj
TYPE AREA /o CS TOTAL DB/XF VALUE
FIREPLACE
SUBAREA
TOTALS
BUILDING DIMENSIONS
LAND INFORMATION
OTHER
ADJUSTMENTS AND
LAND
TOTAL
'
HIGHEST AND
USE
LOCAL
FRON
DEPTH
LND
COND
NOTES
ROAD
UNIT
LAND
U14T
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LAND
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CODE
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TAGS
DEPTH
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MOD
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VALUE
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NOTES
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0700
T5
110
219
1.0000
D
1.0000
PS
XXX
25572.000
5F
1.000
x
x
TOTAL MARKET LAND DATA
DTAL PRESENT USE DATA
httpaltax.brurlsco.netltsnet/AppraisalCard.aspx?parcel=038GA00902 111

11 /23/2016
nMlNCw1rK MLINTY
Appraisal Card
11/23/2016 11:12:19 AM
D & H INVESTORS INC Return/Appeal Notes: Parcel: 038GA009
1001 NORTHGATE OR LE PLAT: 0089 /0071 UNIQ ID, 161019 SPLIT FROM ID 152515
30289-130 ID NO: 310705273519
BRUNSWICK COUNTY (100), LELAND {100) XXXX CARD NO. 1 of 1
Reval Year: 2015 Tax Year: 2017 LT 2 0.74AC PLAT 89/71 0.740 AC SRC=
Appraised by 33 on 07/09/2015 C101 VILLAGE RD @ 17 TW-02 CI-31 FR-07 EX- AT- LAST ACTION 201SO916
CONSTRUCTION DETAIL
MARKET VALUE
DEPRECIATION
CORRELATION OF VALUE
TOTAL POINT VALUE
£ff,
BASE
BUILDING ADJUSTMENTS
USE
IMO
Area
QUAL
RATE
RCN
EY
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CREDENCE TO
TOTAL ADJUSTMENT
J81
00
1
1
1 XXXX
X
% GOOD
DEPR, BUILDING VALUE - CARD XXXK
FACTOR
TOTAL QUALITY INDEX
TYPE: VACANT LAND
DEP R. OB/XF VALUE - CARD XXXN
MARKET LAND VALUE - CARD
STYLE:
TOTAL MARKET VALUE - CARD X
TOTAL APPRAISED VALUE - CARD
TOTAL APPRAISED VALUE -PARCEL XXXX
TOTAL PRESENT USE VALUE - PARCEL
TOTAL VALUE DEFERRED - PARCEL
TOTAL TAXABLE VALUE - PARCEL S XXXX
PRIOR
BUILDING VALUE
OBxr VALUE
LAND VALUE
PRESENT USE VALUE
DEFERRED VALUE
OTAL VALUE
PERMIT
CODE I DATE NOTE I NUMBER AMOUNT
ROUT: WTRSHD:
SALES DATA
OFF.
RECORD
DATt2001WD
INDICATE SALES
BOOK
PAGE
MO/
PRICE
03680
015
8
U
V
-
03582
1344
11
U
V
02663
122
8
U
V
01479
1879
7
U
V
01112
7B2
W
QV0107310702U
V
HEATE:D AREA
NOTES
CVS BUILDING IS ON
038GA006 C
SUBAREA
COD UAL
DESCRIPTION
OLIN LTH THUNITS
UNIT OR1G %
PRICE COND
HLDGtt
SIZE
FACT
Y
ANN DEP
EY RATE
%
OV COND
OB/XF DEPIL
VALUE
GS
RPL
TYPE
AREA
% CS
TOTAL OB XF VALUE >00
FIREPLACE
SUBAREA
TOTALS
BUILDING DIMENSIONS
LAND INFORMATION
OTHER
ADJUSTMENTS AND
LAND
TOTAL
JOVERRIDELAND
HIGHEST AND
USE
LOCAL
FRON
DEPTH
LND CO
NO
NOTES
ROAD
UNIT
LAND
UNT TOTAL
ADJUSTED
LAND
BEST USE
CODE ZONING
TAGE
DEPTH
SIZE
MOO FACT
RF AC LC TO OT
TYPE
PRICE
UNITS
TYP ADJST
UNIT PRICE
VALUE
VALUE
NOTES
COMMERCIAL.
0700
T5
147
204
1.0000
0 1.3000
PS
X
32234.000
SF
1.300
XXYIN
X
OTAL MARKET LAND DATA
OTAL PRESENT USE DATA
http://tax.brunsco.net/itsnet/AppraisalCard.aspx?parcel=038GA009 ill

11 /23/2016
Corporations Division
North Carolina
Elaine F. Marshall DEPARTMENTOF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
The Secretary of State's Office will be closed on Friday, November 24 & 25 in observance of
Thanksgiving. We will reopen at 8 a.m. on Monday, November 28.
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report .
Print a Pre -Populated Annual Report form
Corporate Names
Legal: ALPHA DEVELOPMENT GROUP, LLC
Limited Liability Company Information
Account
Login
Register
Sosld:
0504688
Status:
Admin. Dissolved
Annual Report Status: Not Applicable
Citizenship:
Domestic
Date Formed:
9/1/1999
Fiscal Month:
December
Registered Agent:
Street, James , II
Corporate Addresses
Principal Office:
5306-101 Six Forks Rd
Raleigh, NC 27609
Reg Office:
5306-101 Six Forks Rd
Raleigh, NC 27609
Reg Mailing:
5306-101 Six Forks Rd
Raleigh, NC 27609
Mailing:
5306-101 Six Forks Road
Raleigh, NC 27609
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager: FREDERICK D PUGH
5306-101 Six Forks Road
Raleigh NC 27609
Manager: James Street , tl
5306-101 Six Forks Road
Raleigh NC 27609
hftps /Mww.sosnc.gov/Search/profr,orp/45M995 1/1

R
4
NOTICE TO REGISTERED AGENT:
Under N.C.G.S. Section 55D-30(b), it is the duty of the registered agent to forward this certificate to the business entity at the last known
address.
ALPHA DEVELOPMENT GROUP, LLC (0504688)
5306-101 Six Forks Rd
Raleigh, NC 27609
State of North Carolina
Department of the Secretary of State
CERT11 CA'iTE OF ADMINISTRATIVE -DISSOI�UTION
I, Elaine F. Marshall, Secretary of State, as mandated by law, do hereby certify that
ALPHA DLVE[.OPI\1) NT GROUP, LLC
has been administratively dissolved pursuant to the procedure set forth in N.C.G.S_ Section 57C-6-03
for failure to file an annual report effective as of the date set forth hereunder.
A Limited Liability Company administratively dissolved under \T.C.G.S. Section 57C-6-03 may apply
to the Secretary of State for reinstatement by complying with the procedure set forth in the-t_C.G.S.
Section 57C-6-03_
Document Id: C201209501629
This the 4th day of April, 2012
Efaine I . Marshall
Secretary of State

NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 13, 2014
James T. Street, 11, Manager
Alpha Development Group, LLC
5306-101 Six Forks Road
Raleigh, NC 27609
Subject: Permit Extension / Request to Transfer Permit
CVS Pharmacy Store #5563
Stormwater Permit No. SW8 010507
Brunswick County
Dear Mr. Street:
John E. Skvada, III
Secretary
Effective August 1, 2013 the State Stormwater program has been transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior to August 1, 2013 until they are
modified. Please note that DEMLR is now the Division responsible for issuance of the permit.
On June 29, 2001, the Wilmington Regional Office issued a State Stormwater Management Permit to
you for CVS Pharmacy — Store #5563, located at 117 Village Road in Leland, Brunswick County, North
Carolina. You were notified on April 9, 2010, of the impending expiration date of the permit including a
request to submit the renewal application 180 days prior to the expiration date of June 29, 2011. On
August 5, 2009, the Governor signed Session Law 2009-406 which impacted any development
approval issued by the (now former) Division of Water Quality under Article 21 of Chapter 143 of the
General Statutes, which was current and valid at any point between January 1, 2008, and December
31, 2010. The law extended the effective period of any stormwater permit that was set to expire during
this time frame to three (3) years from its current expiration date. On August 2, 2010, the Governor
signed Session Law 2010-177, which granted an extra year for a total maximum of four (4) years
extension. Accordingly, the permit, which has already expired on June 29, 2011, is now in effect from
the date of issuance until June 29 2015. This project remains subject to the conditions and limitations
as specified in the extended permit. Please keep a copy of this letter with the permit.
The permit remains in the name of Alpha Development Group, LLC, which was dissolved by the NC
Secretary of State effective April 4, 2012. Please note that the dissolution of the permittee corporation
is considered an ownership change and per Schedule of Compliance Condition 11.15 of the permit, the
permittee is required to notify the Division of any name, ownership or mailing address changes within
30 days. Pursuant to NCGS 55-14-05(a), a dissolved corporate entity continues its corporate business
but may not carry out any new business except those acts necessary to wind up and liquidate its
business and affairs. As the permittee of record and manager of the corporate entity, you are
responsible for completing, signing and submitting the necessary documents to transfer the permit to
the new property owner.
Per General Condition 111.1 of the permit, the permit is not transferable to any person or entity except
after submission of a formal request to transfer the permit and subsequent approval by the Director.
There is no record of receiving notification of an ownership change, or a request to transfer this permit.
In order to transfer this permit to the new property owner, please complete and sign the attached
Name/Ownership Change form, and then forward it to the new property owner for their signature. Then,
forward the signed document and all the listed documentation to the Division. Upon receipt of the
signed transfer request form, a compliance inspection will be conducted. The project must either be
deemed in compliance with the permit prior to approving the transfer of the permit or the new owner
may agree to accept the permit "as is" and address any compliance issues themselves.
Division of Energy, Mineral, and Land Resources
Land Quality Section — Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 • [phone] I Fax: [phone]

Mr. Street
June 13, 2014
SW8 010507
Failure to notify the Division of the dissolution of the .permittee corporation and/or to transfer
the permit to the new owners, are violations of the permit, and subject to enforcement action.
Please forward the required documents to the Division at the address below by July 13,
2014, or enforcement action may be initiated and may. include recommendations for civil
penalties and revocation of the permit.
If you have any questions, or if I can assist you in any way, please do not hesitate to call me
at [phone].
Sincerely,
Linda Lewis
Environmental Engineer III
GDS/arl: G:MQIShared\Stormwater\Permits & Projects120011010507 HM2014 06 permit -extension 010507
cc: CVS Pharmacy, 1 CVS Drive, Woonsocket, RI, 02895
Town of Leland Building Inspections
Wilmington Regional Office Stormwater File
Page 2 of 2

AylF
NC®ENR
North Carolina Department of Environment and
Division of Water Quality -
Beverly Eaves Perdue Colleen H, Sullins
Governor. Director
April 9, 2010
Mr. James T. Street 11, Manager
Alpha Development Group, LLC
5306-101 Six Forks Road
Raleigh, NC 27609
Subject: PERMIT RENEWAL REQUEST
Stormwater Permit No. SW8 010507
CVS Pharmacy — Store #5563
Brunswick County
Dear Mr. Street:
Natural Resources
Dee Freeman
Secretary
The Division of Water Quality issued a Coastal Stormwater Management Permit, Number SW8 010507 to CVS
Pharmacy — Store #5563 for a High Density Project on June 29, 2001. This permit expires on June 29, 2011. Per
15A NCAC 2H.1003(h) (the stormwater rules), applications_ for permit renewals shall be submitted 180 days prior to
the expiration of a permit and must be accompanied by a processing fee, which is currently set at $505.00. If this is
still an active project please complete and submit the enclosed renewal application prior to December 29, 2010. If
this project has not been constructed and a permit is no longer needed, please submit a request to have the permit
rescinded. If you have sold the project, or are no longer the permittee, please provide the name, mailing address
and phone number of the person or entity that is now responsible for this permit. Enclosed is a form for change of
ownership, which should be completed and submitted if the property has changed hands.
Your permit requires that upon completion of construction and prior to operation of the permitted stormwater
treatment system, a certification of completion be submitted to the Division from an appropriate designer for the type
of system installed. This is to certify that the permitted facility has been installed in accordance with the permit, the
approved plans, specifications and supporting documentation. Please include a copy of the certification with your
permit renewal request and processing fee. Enclosed is a copy of a sample certification. Also enclosed is a new
Operation and Maintenance agreement that should be completed and submitted along with your renewal application.
You should be aware that failure to provide the Designer's Certification and the operation of a stormwater treatment
facility without a valid permit, are violations of NC General Statute 143-215.1 and may result in appropriate
enforcement action including the assessment of civil penalties of up to $10,000 per day.
If you have any questions, please feel free to contact David Cox at 910-796-7318.
Sincerely,
Georgette Scott, Stormwater Supervisor
Surface Water Protection Section
Wilmington Regional Office
Enclosures
GDSldwc S:1WQS1Stormwater\RenewallRequests120011010507.apr10
cc: Wilmington Regional Office File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748 N orth C aroI i n a
4nternet: www.ncwaterquality.org �aturall�
An Equal Opportunity 1 Affirmative Action Employer

North Carolina Secretary of State
Page 1 of 1
North Carolina
Marine F. Marshal! DEPARTMENT o>: niE
Secretary SECRETARY OF STATE
PO ON 2= fteigh. NC 27628. M (9S9j807.2�00
Account Login Register
Date: 6/13/2014
Click here to:
View Document Filings I File an Annual Report I
J Print a Pre -populated Annual Report Fillable PDF Form I Amend A Previous Annual Report
Corporation Names
Name
Name Type
NC ALPHA DEVELOPMENT GROUP,
LLC
LEGAL
Limited Liability Company Information
SOSID:
0504688
Status.
Admin, Dissolved
Effective Date:
9/1/1999
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
DEC 2049
Registered Agent
Agent Name:
STREET, JAMES , 11
Office Address:
5306-101 SIX FORKS RD
RALEIGH NC 27609
Mailing Address:
5306-101 SIX FORKS RD
RALEIGH NC 27609
Principal Office
Office Address:
5306-101 SIX FORKS RD
RALEIGH NC 27609
Mailing Address:
5306-101 SIX FORKS ROAD
RALEIGH NC 27609
Officers/Company Officials
Title:
MANAGER.
Name:
JAMES T STREET II
Business Address:
5306-101 SIX FORKS ROAD
RALEIGH NC 27609
Title: MANAGER
Name: FREDERICK D PUGH
Business Address: 5306-101 SIX FORKS ROAD
RALEIGH NC 27609
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
3370
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemtd=4584995 6/13/2014

NOTICE TO REGISTERED AGENT:
Under N.C.G.S. Section 55D-30(b), it is the duty of the registered agent to forward this certificate to the business entity at the last known
address.
ALPHA DEVELOPMENT GROUP, LLC (0504688)
5306-101 Six Forks Rd
Raleigh, NC 27609
State of North Carolina
Department of the Secretary of State
CERTIFICATE OF ADMINISTRATIVE DISSOLUTION
1, Elaine F. Marshall, Secretary of State, as mandated by law, do hereby certify that
ALPHA DEVELOPMENT GROUP, LLC
has been administratively dissolved pursuant to the procedure set forth in N.C.G.S. Section 57C-6-03
for failure to file an annual report effective as of the date set forth hereunder.
A Limited Liability Company administratively dissolved under N.C.G.S. Section 57C-6-03 may apply
to the Secretary of State for reinstatement by complying with the procedure set forth in the N.C.G.S.
Section 57C-6-03.
This the 4th day of April, 2012
Elaine F. Marshall
Secretary of State
Document Id: C201209501629

� Kimtey-Horn
and Associates, Inc. r_
SEP 0 3 2003 11
- - - - - - - - - - - - ■
P.O. Box 33068
August 29, 2003 Raleigh, North Carolina
27636-3068
Mr. Rick Shiver, Water Quality Regional Supervisor
N C Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Notice of Violation
CVS Pharmacy Store#5533
Stormwater Permit No. SW8 010507
Brunswick County
Dear Mr. Shiver:
This is in response to your letter dated July 31, 2003 regarding the referenced
notice of violation. I am responding on behalf of Mr. James Street and CVS.
Please consider this to be our Plan of Action.
1. As of today, the pond has been cleared and mowed by the CVS
landscape contractor.
2. 1 will visit the site the week of September 2, 2003 to verify the
maintenance condition.
3. Mr. Sherwin Cribb, the surveyor of this project, will verify the as -built
conditions the week of September 2, 2003.
4. Upon receipt of the as -built survey, and verification that all design
criteria have been met, the pond will be certified by completion of the
Designer's Certification. The certification will be forwarded to you.
5. CVS has contracted landscape maintenance for the site, and has included
the pond and adjacent areas for continual maintenance in compliance
with the regulations.
This Plan of Action will be completed no later than October 31, 2003.
w
TEL [phone]
FAX [phone]

Kimley-Horn
and Associates, Inc.
We apologize for the slippage in the maintenance schedule and appreciate your
attention and forbearance in this matter. If you have any questions, please call
me at [phone].
Very truly yours,
KIMhEY-HORN AND ASSOCIATES, INC.
A. Bell, PE
ect Manager
Copy:
James Street, Alpha Development
Paul Bassett, Facilities Manager, CVS
Michael Fex, Director of Construction, CVS
Sherwin Cribb, Cribb Surveying
Steve Winesett, John S. Clark

Klmley-Horn
and Associates, Inc.
Fax Transmittal
To: ��eA-
Firm/Locarion: 1
From:
0' ' Ico b it Y ❑ N G
Fax No..
Job No.:
Job Name: .,
rtgtnn Hung y rna es o
If you have; any problems, please call 919-677-2000 ands k-for:y
Total number of pages. including cover sheet: Z�
Comments.
PA. BUX 33068
Raleigh, Nonh Catutinu
27636-3D68
TEL [phone]
FAX 41 Y 677 2050
cwu
This facsimile is intended for the addressee named herein and may contain igformation that is confldential. If you
are not the intended recipient or the eynployee or agent responsible for delivery to the addressee, you are hereby
rwelfltcd that any review, dissemination, disclosure, or eopyinG of this communication is strictly prohibited. If you
have received this facsimile in error, please immediately notify us by telephone, and return the original facsimile
to us at the address above via the U.S. Postal Service, Thank you,
Z001100'a
tl'dO14—;,3'ININ 9 L T 5 8 L 9 6 T 6 9 T : 9 I Z00Z,80'

Kimley-Horn
®� and Associates, Inc,
March 8, 2002
Mr. Rick Shiver
NC Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Notice of Violation
CVS Pharmacy — Store #5563
Stormwater Permit No. SW8010507
Brunswick County
Dear Mr. Shiver:
This letter is in response to your letter dated February 22, 2002. In that letter you
advised that we were in violation of the sub*t permit and that we were to
respond no later than March 8, 2002.
Following is in response to the specific violations:
L Unapproved curb cuts allowing additional runoff into the permitted
pond.
The curb cuts have been closed.
2. Engineer certification has not been received.
In reviewing the as -built survey, we find that the pond was not graded to the
final elevations necessary to meet the requirements of our design. The
contractor has advised us that the pond will be regraded, as necessary to meet
our design criteria. This will occur within the next two weeks.
Accordingly, I would request that we be allowed until April 1, 2002 to complete
our Plan of Action. That is, the pond will be regraded as necessary to meet
design criteria, and an engineer certification will be completed prior to that date_
Please call me at [phone] if you have any questions.
Very truly yours,
KTMLEY-HORN AND ASSOCIATES, INC.
im Bell, PE
ssoc iate
Copy_ Mr. Jay Street, Alpha Development
■
TEL [phone]
FqX 919 677 2060
■
P.O. Box 33068
PaloO. Noah Carona
27636-3m
No/ZOG'd EV9E# N2i0H-XZ7KIy 9LT�SL96T6 LT:9T UDZ,860'HIVN

P. 1
COMMUNICATION RESULT REPORT ( OCT.30.2003 9:21AM )* T*NCDENR WIRO
RESULT PAGE
OPTIOIi - ADDRESS (GROUP) _ - ----------
FILE MODE _ - ---- - - --
__ _ _ --------- -
_------- --------- 8-9196784176
741 -MEMORY-TX
----REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-9) [,JO ANSWER
Certification Requirements:
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
Mr. Street
July 31, 2003
Stormwater Permit No. SW8 010507 NOV
1. 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 oer the aonrnvPr1 nianc --A 4, , 4 __._--

State Stormwater Management Systems
Permit No. SW8 010507
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Cliapter 143, General Statutes of North Carolina as amended, and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREIBY GRANTED TO
Alpha Development Group, LLC
CVS Pharmacy - S1ore 45563
Brunswick Counly
F'OR I HL
construction, operation and maintenance of wet detention basin in compliance with the provisions of 15A NCAC 21-1
.1000 (hereafter referred to as the "storm►valer rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of Water Quality
and considered a part of this permit.
This permit shall be effective from the date of issuance until June 29, 2011 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
"Phis 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 Shect. The stormwater control has been designed to handle the runoff from
60,413 square feet of impervious area..
Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount ofbuilt-upon area indicated on page 3 of this permit, and per approved
plans.
The runoff from all built -upon area within the permitted drainage area of this project must be directed into
the permitted stormwater control system. A permit modification must be submitted and approved prior to
the construction of additional built -upon area from outside of the approved drainage area.
M

State Stormwater Management Systems
Permit No. SW8 010507
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: CVS Pharmacy - Store #5563
Permit Number: SW8 010507
Location: Brunswick County
Applicant: Mr. .lames T. Street 11, Manager
Mailing Address: Alpha Development Group, LLC
5306-101 Six Forks Rd.
Raleigh, NC 27609
Application Date: June 29, 2001
Name of Receiving Stream/Index #: Cape Fear/Mill Creek / 18-77-1-1
Classification of Water Body: "C Sw"
If Class SA, chloride sampling results: n/a
Pond Depth, feet: 3.5
Permanent Pool Elevation, FMSL: 22
Drainage Area, acres:
2.28
Total Impervious Surfaces, ft2:
60,413
Offsite Area entering Pond, ft2:
4,730
Required Surface Area, ft':
6,058
Provided Surface Area, ftz:
6,068
Required Storage Volume, ft3:
4,955
Provided Storage Volume, ft3:
5,250
Temporary Storage Elevation, FMSL:
22.8
Controlling Orifice:
1"cP
t

State Stormwater Management Systems
Permit No. SW8 010507
IL SCHEDULE OF COMPLIANCE
The stormwater management system shall* be constructed in it's entirety, vegetated and operational for its
intended use prior to the construction of any built -upon surface.
During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must be
followed in its entirety and maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
C. Maintenance of side slopes in accordance with approved plaits 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.
h. The vegetated filter will be kept grassed with no erosion. The spreader mechanism will be kept free
of sediment and trash, and must distribute the runoff evenly over the width of the filter.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel of
DWQ. The records will indicate the date, activity, name of person performing the work and what actions
were taken.
Decorative spray fountains will not be allowed in the stormwater treatment system.
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.
Upon completion of construction, prior to issuance of a Ccrti ficate 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.
8. If the stormwater system was used as an Erosion Control device, it must be restored to design condition prior
to operation as a stormwater treatment device, and prior to occupancy of the facility.
9. A modification must be permitted prior to any construction. The following items wig I require a modification
to the permit. The Director may determine that other revisions to the project should 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.
C. Further subdivision, acquisition, or sale ofthe project area. The project area is defined as all property
owned by the permittee, for which Sedimentation and Erosion Control Plan approval was sought.
f. Filling in, altering, or piping; of any vegetative conveyance shown on the approved plan.
10. 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.
B

State Stornmater Management Systems
Permit No. SW8 010507
1 I. The permittee shall submit final site layout and grading plans for any permitted future areas shown on the
approved plans, prior to construction. If the proposed BUA exceeds the pemitted amount, a modification to
the permit must be submitted and approved prior to construction.
12. Prior to the sale of any portion of the property, an access/maintenance casement to the stormwater facilities
shall be granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale
of any portion of the property.
13. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable
built -upon area.
14. 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.
15. The permittee shall notify the Division of any name, ownership or mailing address changes within 30 days.
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 Water
Quality accompanied by an application fee, documentation from the parties involved, and other supporting
materials as maybe 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-
215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which may be imposed by other government agencies (local, state, and federal)
which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater management systems.
5. The permittee grants DENR 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.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control Planning and Design Manual.
Permit issued this the 29th day of .June, 2001.
NORTH CAROLINA ENVIRONMENTAL MANAGI�MENT COMMISSION
f--)_/�_ r� .14 ��o 4_,�, _Qzn
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 010507

' �•.;).'.+,"r�'�_`'.
�1.e..., i• :. � , 't: .n..,r•.: 4. .. ._ r *�a_.;. _.. � �v", .1. ,. . =..w-;; �.,: .�-.l r:.S,Y�'�. %t. s�,.. „
Date Received
Fee Paid
Permit NumherM"g
j�
�,17 • 00
01 0570
State of North Carolina
JUN 2.9 2001 Department of Environment and Natural Resources
Division of Water Quality
DWQ
PROd # STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
L Appiicants name (specify the name of the corporation, individual, etc. who owns the project):
Alpha Development Group, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
James T. Street., II', Manager
3. Mailing Address for person listed in item 2 above:
5306-101 Six Forks Rd
City: Raleigh _ State: NC Zip: 27609
Telephone Number: ( 919 ) 782-2727
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications.'letters, operation and maintenance agreements, etc.):
CVS Pharmacy — Store its 5563
5. Location of Project (street address):
Village (toad
City: Leland County: Brunswick
6. Directions to project (from nearest major intersection):
From intersection of Hi hwa 17 and Village Road, go west on Village Road.
Site just past Fairview Road, on left.
7. Latitude: 34.2339 Longitude: 77.9998 of project
8. Contact person who can answer questions about the project:
Name: Lee Bakely Telephone Number: ( 919 ) 678-4162
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page I of

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):
Low Density High Density Redevelop X General. Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit �NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project .
Stormwater will be routed through a wet detention pond, with a draw down of the
1" storm occurinR in 2.6 days.
2. Stormwater runoff from this project drains to the River basin.
3. Total Project Area: 2.04 acres 4. Project Built Upon Area: bl %
5, How many drainage areas does the project have? I
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
tBa'sin [nformahori� �
�.� m.: .....
� s r Dramage�AreajlT J7 k4
;; `�� lrainage Aaea 2�= , r5 .
wa
Receiving Stream Name
Mill Creek
Receiving Stream Class
Drainage Area
2.28
Existing Impervious` Area
1,500 s . f t
Proposed Impervious`Area
60,413 s . f t
%Impervious" Area (total)
617
'r
iImpecvious`,SurfaceArea.,w , _
z� �t��t 0Drain_a e,�:rea=•1 + i�
r g_ .,_g
Y
t<ti�, 'Drama e"'P:`rea2 tv b'
On -site Buildings
10,880 sq . f t
On -site Streets
N/A '
On -site Parking
42,987 s . f t
On -site Sidewalks
1,640 sq.ft
Other on -site
176 s : f t
Off -site
4,730 s .ft (road)
Total: 60,413 sq. f t
Total:
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 399 Page 2 of

How was the off -site impervious area listed above derived? By delineating area of proposed
access road that will drain into project site.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state Stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These connections to the stormwater control system shall be performed in a manner that maintains the integrity
and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-I07
Underground Infiltration Trench Supplement
Form SWU408
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of4

VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
I. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Init" is
• Original and one copy of the Stormwater Management Permit Application Form �-
• One copy of the applicable Supplement Form(s) for each BMP L
• Permit application processing fee of $420 (payable to NCDENR) c-f
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications, including: L.
Development/Project name
Engineer and firm
-Legend
North arrow
Scale
Revision number & date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations, finished floor elevations
Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
- Vegetated buffers (where required)
VIL AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm): Kimley-Horn •and Associates, Inc.
Mailing Address: 3001 Weston Parkway
City: Cary State: NC Zip: 27513
Phone: ( 919 } 677-2000 Fax: ( 919 ) 678-4176
ViIl. APPLICANT'S CERTIFICATION
I, (print or type name ofperson listed in General Information, item 2) . _ lames_ T. Street, II
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.
Signature: Date:
Form SWU-101 Version 3.99 Page 4 of

Permit No.
(to be provided by 0WQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
_DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement- for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I_ PROJECT INFORMATION
Project Name: CVS Pharmac
Contact Person: Lee Bakely Phone Number: ( 919 ) 678-4162
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation 18.5 ft.
Permanent Pool Elevation 22 ft.
Temporary fool Elevation ^ 2�� ft.
areas
Permanent Poo[ Surface Area 6068 sq. ft.
Drainage Area
Impervious Area
volumes
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
Other parameters
SA/DAt
Diameter of Orifice
Design Rainfall
Design TSS Removal'-
2.28 ac
1.39 ac
(floor of the basin)
(elevation of the orifice)
(elevation of the discharge structure over
(water surface area at the orifice elevation)
,(on -site and off -site drainage to the basin)
(at -site and off -site drainage to the basin)
10,344 cu. ft. (combined volume of main basin and forebay)
5,250 _ cu. ft. (vohane detained above the pennanent pool)
2,102 cu. ft. (approximately 20% of total volume)
6. 1 (surface area to drainage area ratio from DWQ table)
1: in. (2 to 5 day temporary pool draw -down required)
1 in.
90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page I of 4

Footnotes:
t When using the Division SA/DA tables, the correct SA/DA ratio for permanent.pool sizing should be computed based upon the
actual impervious % and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties, the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90% TSS removal, The NCDENR BINIP manual provides design tables for both 85% TSS removal and 90% TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual .
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H A008.
Initial in the .space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Applicants Initials
L fn b.
L `) c.
L d.
�— e.
L 6 f.
L 4J o
h.
l_ 3 i.
L 4 j .
L k.
L�
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The forebay volume is approximately equal to 20% of the basin volume.
The temporary pool controls runoff from the design storm event.
The temporary pool draws down in 2 to 5 days.
If required, a 30-foot vegetative filter is provided at the outlet (include non -erosive flow
calculations)
The basin length to width ratio is greater than 3:1.
The basin side slopes above the permanent pool are no steeper than 3:1.
A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
Vegetative cover above the permanent pool elevation is specified.
A trash rack or similar device is provided for both the overflow and orifice.
A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
m. A mechanism is specified which will drain the basin for maintenance or an emergency.
portable pump will be used to drain pond as needed.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system (check one) 0 does 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does 0 does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality (i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 0 - feet in the main pond, the sediment shall be removed.
When the permanent pool depth reads .3. 0 _ feet in the forebay, the sediment shall be removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 22
Sediment Re oval El. 19.0 175 0
_♦ _ Sediment Removal Elevation 19^0 75%
BottomEleanon 18 5 ---------------------------------------- ___-------
Bottom Elevation1'25%
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance,'the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Form SWU-102 Rev 3.99 Page 3 of 4

All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. [ agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name:--- - ,)G.0_�e S � __t+
Title: vY1 / r�r T
Address:— _ s_i x PPS KS 00n, J
Phone: ..��� % R), - 1.Q- P? 13
Signature:
q13& lac- z'I
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
n A I aJ4 e-. .,, g cam., , a Notary Public for the State of l
iroq
County of _ AL�r , do hereby certify that 3
personally appeared -before me this _3 a day of a7eo 1 , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
MIIIt�
P
k�l�,• .�AYE
.�
'Z�;'
.
•
': P 0G
.:
COUNI
My commission expires ;g �3
Form SWU-102 Rev 3.99 Page 4 of 4

❑=❑ Kimley-Horn
and Associates, Inc.
June 28, 2001
Noelle Lutheran 0
NCDENR-Division of Water Quality P.O. Box33068
Raleigh, North Carolina
127 Cardinal Drive Ext. 27636.3066
Wilmington, NC 28405
Re: Stormwater Project No. SW8010507
Revisions for the Stormwater Management Permit Application
for CVS Pharmacy in Leland, North Carolina
Kimley-Horn Project # 012113005
Dear Noelle.
Based on comments received from your office in a letter dated June 27, 2001, we have made
revisions to our Stormwater Management Permit Application. The response to the State's
comments are as follows:
1. Noted
2. The application has been revised to show a consistent name for the owner, full company
name, and an accurate built upon area.
3. The application has been revised to show a minimum permanent pool level of 3.0 feet and a
sediment removal level of 19.0 feet.
4. Additional calculations have been provided in the Stormwater Report. Page 1 of the report
shows additional information on how the Q25 for post -development was calculated. Page 3 of
the report, the Wet Detention Basin calculation sheet, shows additional formulas used to
calculate some of the results, such as storage volume required, permanent pool volume, forebay
volume required, and orifice drawdown time. Also, an additional spreadsheet (pg. 4) has been
included to show the stage -storage calculations for the pond. These stage -storage results were
used in the spreadsheet (beginning on page 5) to route the 25-year and 100-year storm through
the pond.
5. As noted above, the orifice drawdown time, and calculations, are shown on page 3 of the
Stormwater Report.
6. Sheet C4 of the plans has been revised to include a pond sizing table.
We certainly appreciate your timely review of this application. Please do not hesitate to call me at
[phone] if you should require any additional information.
Thank you,
KIMLEY-HORN AND ASSOCIATES, INC.
/--&" `1_4
Lee Bakely, EIT
■
TEL [phone]
FAX [phone]

[S
---.SUN.27.2001 1,33PM NCDENR WIRO
North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
Michael F. Easley, Governor
William G, Rossi Jr., Secretary
June 27, 2001
Mr. Jay Street, Manager
Alpha Development
5306-101 Six Forks Rd.
Raleigh, NC 27609
N0.212 . P.2
NCDENR
ENvifiCIYMEINT ANP KAr14RAL RESOURCES.
Subject: REQUEST & R ADDITIONAL INFORMATION
Stormwater #.ntV
ett No. SW8 010507
CVS Pharm- Store ## 5563
Brunswick
Dear Mr. Street:
The Wilmington Regional Office received a Stormwater Mol agement Permit Application for CVS
Pharmacy - Store # 5563 on May 7, 2001. A preliminary review that information has determined that the
application is not complete.' The following information is needed continue the stormwater review:
L✓ For your information, as of April 24, 2 00 1, the DN
guidance directives, These directives were replace
testing for projects draining to SA waters will no lc
April 24. 2001, that are within 112 mile of and drai
schedule of classifications, or unnamed tributaries
density, or provide an infiltration system or an alte
of runoff.
2. ✓ Please make the corrections noted on the applicatic
name. In some places it states Jay Street is the ow:
Street 11 is the owner. Please fill in on the applicat
Inc., etc. Please change the project built -upon arei
ion has rescinded all previous stormwater
by the 1995 version of the rules. Chlorides
ger be allowed. Projects received after
ng to class SA waters, as described in the
`SA waters, must either meet 25% low
ative non -discharging system treating 1.5"
Please be consistent with the owner
and in other areas it states that James T.
the full company name. Is it a LLC, 0;
mber. 95% is not correct.
3. ✓ On page 3 of 4 of the Wet Detention Basin Supple, ni, it states that sediment shall be removed
man
from the pond when the permanent pool depth rea 2.63 feet. The perent pool depth must
be a minimum of 3 feet. The sediment removal le � �l also needs to be adji4sted accordingly.
4. ✓ Portions of the basin calculations do not show the r�t:thod used to arrive at the results. Please
provide the method for each calculation. �f,
5.1 State Storrawater requires that the basin draw do from the temporary pool to the permanent
pool in 2-5 clays after a 1" rainfall event. Could-yo please provide calculations showing
that the basin will draw down 5,250 cu. ft, in 2-5 d� rs. The StormCad design calculations are
not necessary.
6. Please provide the permanent pool dimensions on plan, sheet C-4, and provide 2 copies of
this revised sheet. F"
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Tale tycledJ101/6
ne 910-395,3900 FAX 910,350-2004
An Equal Opportunity Affirmative Action Employer 50Yopo;t.consumer paper

Ill.27.2001 1:33PN NCDENR WIRO
=r �
� f
Mr. Street
June 27, 2001
Stormwater Project No. SW8 010507
-------------------------- — ------
note that this request for additional information is i
requested information should be received by this Office prior to J
returned as incomplete. The return of a project will necessitate re
application fee,
NO.212 P.3
response to a preliminary review. The
y 27, 2001, or the application will be
bmittal of all required items, including the
If you need additional time to submit the information, plea mail or fax your request for a time
extension to the Division at the address and fax number at the bot m of this letter. The request must indicate
the daze by which you expect to submit the required infonnation. Re Division is allowed 90 days from the
receipt of a completed application to issue the permit. j
The construction of any impervious surfaces, other than a ��pnstruction e»trance under an approved
Sedimentation Erosion Control Plan, is a violation ofNCGS 143-�15,1 and is subject to enforcement action
pursuant to NCGS 143-215.5A. f
PIease reference the State assigned project number on all d
need to be revised have been sent to the engineer or agent, All orl�
originals must be provided. Copies are not acceptable. If you hays
feel free to call me at [phone].
Sincerely,
Noelle L
RSSlnml: S:IWQSISTORMWATIADDINFO1010507.JUN
CC,. Noelle Lutheran
Jimmie Bell
pondence. Any original documents that
documents must be returned or new
questions concerning this matter please
Technician

North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Wilmington Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
June 27, 2001
Mr. Jay Street, Manager
Alpha Development
5306-101 Six Forks Rd.
Raleigh, NC 27609
Ao---Wpw�
• po)J7
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANQ NATURAL RESOURCF-S
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 010507
CVS Pharmacy - Store # 5563
Brunswick County
Dear Mr. Street:
The Wilmington Regional Office received a Stormwater Management Permit Application for CVS
Pharmacy - Store # 5563 on May 7, 2001. 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. For your information, as of April 24, 2001, the Division has rescinded all previous stormwater
guidance directives. These directives were replaced by the 1995 version of the rules. Chlorides
testing for projects draining to SA waters will no longer be allowed. Projects received after
April 24, 2001, that are within 1/2 mile of and draining to class SA waters, as described in the
schedule of classifications, or unnamed tributaries of SA waters, must either meet 25% low
density, or provide an infiltration system or an alternative non -discharging system treating 1.517
of runoff.
2. Please make the corrections noted on the applications. Please be consistent with the owner
name. In some places it states Jay Street is the owner and in other areas it states that James T.
Street I1 is the owner. Please fill in on the application the full company name. Is it a LLC, or
Inc., etc. Please change the project built -upon area number. 95% is not correct.
On page 3 of 4 of the Wet Detention Basin Supplement, it states that sediment shall be removed
from the pond when the permanent pool depth reads 2.63 feet. The permanent pool depth must
be a minimum of 3 feet. The sediment removal Ievel also needs to be adjusted accordingly.
4. Portions of the basin calculations do not show the method used to arrive at the results. Please
provide the method for each calculation.
State Stormwater requires that the basin draw down from the temporary pool to the permanent
pool in 2-5 days after a I" rainfall event. Could you please provide calculations showing
that the basin will draw down 5,250 cu. ft. in 2-5 days. The StormCad design calculations are
not necessary.
Please provide the permanent pool dimensions on the plan, sheet C-4, and provide 2 copies of
this revised sheet.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% past -consumer paper

Mr. Street
June 27, 200I
Stormwater Project No. SWS 010507
-----------------------------------------------
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 July 27, 2001, 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 need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must indicate
the date by which you expect to submit the required information. The Division is allowed 90 days from the
receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an approved
Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action
pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original documents that
need to be revised have been sent to the engineer or agent. All original documents must be returned or new
originals must be provided. Copies are not acceptable. If you have any questions concerning this matter please
feel free to call me at [phone].
Sincerely,
Noel le Lutheran
Environmental Technician
RSS/nml: S:1WQSISTORMWATIADDINFO1010507.JUN
cc: Noelle Lutheran
Jimmie Bell

Sto"nwater Report
CVS Pharmacy,
Leland, NC
Prepared for:
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
®0 � Kimley-Horn
0 and Associates, Inc.
RECEIVED
JUN 2 9 2001
DWQ
PROD #

Kimley-Horn
Cam❑ and Associates, Inc.
May 7, 2001
Mrs. Linda Lewis
NCDENR - DWQ - WiRO
127 Cardinal Drive
Wilmington, NC 28405-3845
R-E CEIVED
MAY -0 T 2001
PBOei # iEl a�D 7
Re: Stormwater Permit Submittal
CVS/pharmacy - Store Number 5563
Village Road
Leland, NC
Dear Mrs. Lewis:
CVS Pharmacy has acquired the services of Kimley-Horn and Associates, Inc.
to design, permit, and oversee construction of stormwater measures for the
proposed CVS/pharmacy Store Number 5563, to be located on Village Road in
Leland.
Suite 227
4607 Franklin Avenue
Wilmington, North Carolina
29403
Enclosed for your review, please find the following:
=> One (1) original and one (1) copy of the executed Stormwater Permit
Application
=> One (1) original and one (1) copy of the applicable BMP Supplemental
Forms
=> The $420 Permit Application Processing Fee.
Two (2) copies of plans
A detailed narrative description of the stormwater treatment and
management
Design calculations
Thank you for your assistance with this permit application review. Please contact
my office with any questions, comments or concerns.
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
4d -
Anthony J. Gi co a, P.E.
OAC V S\17th\L0507-NCDENR.doc
■
TEL [phone]
FAX [phone]

® Kimley-Horn
®� and Associates, Inc.
�^ `! y- f r } Sheet No. of
Job -L u S P 11a (m a'-j Subject l— c,� o "G� �ct l n W aTL� C Js_5 Jab No.
Designed by L W 4 Dale Checkedby Date 5 — 3 - 01
t I a 1
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F ''Ar
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I I�iSC a•i. e. cant fo_��� -5` til�`�c�� .Jug cl�� Set a
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a's ; _ G MBA i = p .��ti C ���as . 0.t� �1h� -' `i.3
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CU
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�,�5 -31

2
Stormwater Management
For
CVS Pharmacy, Leland North Carolina
This project consists of constructing a retail pharmacy, with drive-thru, on a newly platted parcel,
located in Leland, North Carolina. The proposed site is 2.04 acres, with 1.94 total acres of area to
be disturbed during this project.
Stormwater collection for the site will be handled by constructing 3 stormwater inlets at various
points around the site. The inlets collect runoff and carry it to a proposed stormwater detention
basin. The detention basin's riser/barrel system has been sized to discharge the 25-year 6-hour
storm at a rate of 7.32 cfs, which is slightly less than the pre -development rate of 7.42 cfs. The wet
detention pond has been designed to draw down the first inch of runoff over a period of 2.6 days
(please see the StormCad design calculations and pond routing calculations included in this report)
Catch Basin 2 has the largest drainage area flowing into it, 0.81 acres. Due to the small drainage
areas, standard inlet protection devices and silt fence are the only erosion control measures required
for this project, other than the detention basin. Please see the attached plans for the location and
details of the erosion control measures.
Approximately 50 feet downstream of the proposed detention pond is a 24" stormwater pipe that
currently receives the pre -development flow from across the project site (7.42 cfs). As can be seen
on sheet C4, the detention pond outfalls to this existing 24" pipe via a riser/barrel system.
The existing site currently has a stormwater ditch that runs through the site and carries its water to
the existing 24" stormwater pipe mentioned above. Before construction of this project, the existing
ditch will be rerouted to another ditch located just west of the 4-lane private street adjacent to the
project site. This proposed street and ditch rerouting are projects that will be designed and
performed by others prior to the construction of this project.

3
CAI, Kfmley-Hom
9 aM Ammles. Inc.
WET DETENTION BASIN
Project information
Project Name: CVS-Leland
KHA Project ff:
012107D01
Designed by:
LWB Date: 5/1/2001
Checked by:
Date:
Site Information
Sub Area Location:
On Site
Drainage Area (DA) =
2.28 Acres
Impervious Area (IA) =
1.39 Acres
Percent Impervious (1) =
61
Required Surface Area
Permament Pool Depth: 3.5 ft
SA/DA = 6.1 % (90%TSS Removal)
Min Req'd Surface Area = 605B sf (at Permanent Pool, = 6.1/100 x 2.28 x 43,560)
Required Storage Volume: (Simple Method - pretered)
Design Storm = 1 inch (Project Does Not Drain to SA waters)
Determine Rv Value = 0.05 + .009 (1) = 0.60 in/in
Storage Volume Required = 4955 of (above Permanent Pool, = 1 x (1/12) x 2.28 x 0.6 x 43,560)
Elevations
Bank Elevation =
25 ft
Temporary Pool Elevation =
22.8 ft
Permanent Pool Elevation =
22 ft
Shelf Ending Elevation =
20.5 ft
Bottom Elevation =
19.5 ft
Wet Basin Size
@ Bank =
Permanent Pool =
0 Shelf Ending Elevation =
Bottom =
Side Slopes of Shelf =
Side Slopes of Pond =
Width ft Length ft Area sf
55
182
10010
37
164
6068
19
146
2774
7
134
938
6:1
3:1
Is Permenant Pool Surface Area Sufficient (yes/no)? yes _ ( 6068 > 6058 ) sf
Forebay Volume
Permanent Pool Volume = 10344 cf (calculated by using the incremental volume method, Al + A2 x H
Forebay Volume Required = 2069 . cf (0.2 x 10344cf) 2
Forebay Volume Provided = 21 D2 cf ( Forebay depth = 3.5 tt)
• Surface =
• Bottom =
Side Slopes of Forebay =
Width ft Length ftArea sf
37 29 1073
16 8 128
3:1
Storage Volume Provided
@ Temporary Storage Level = 7055.8 sf
® Permanent Pool = 6068 sf
Storage Depth = 0.8 ft
Volume Provided = 5250 cf
Is Storage Volume Provided Sufficient (yes/no)? yes ( 5250 > 4955 ) cy
Orifice Sizing
O2 oars= 0.0287 cis (Flowrate required for a 2 day drawdown)
05 pays= 0.0115 cfs (Flowrate required for a 5 day drawdown)
Orifice Size = 1.0 in. (Diameter)
O Do. = 0.023 cfs (Q = Cd A 2gh ), where Cd=0.6, h=0.8', A=1"
Drawdown Time = 2.657 days ( 5,250 / (.023 x 24 x 3600) )
less than 5 days (yes/no) ? yes
greater than 2 days (yes/no) ? yes

I
I,elunrd CVS
012107001
1. Enter die contour elevations for which areas are measure.
First contour is estimate of invert of depression.
2. Enter the measured contour areas, most conveniently expressed in square feet.
3. Compute the incrementlil storage volume (between die contours) by the avenige-end-area
method applied vertically. Tlie incremental volume is the average of dieupper and lower contour
urmis niukiplied by the vertical sepanition of the contours. Tire result is in cubic feet.
4. Enter the accumulated volume, obtained by adding each incremental volume to the sum of tine lower increments.
Tlie result is the total storage available at each contour.
5. Enter the stage, or depth, referred to the invert of the pond.
One may usefully plot a stage -storage curve by using the data of columns 4 & 5. However, there is much
more information readily obtainable from the stage -storage function of the form of ( S=K4 The
columnar computations of the below table continue:
6. Enter the natural logarithm of Storage (die accumulated volume of col. 4).
7. Enter the natural logarithm of Stage (col. 5).
1 2 3 4 5 fi 7 8
19.5
938
0
0
0
20.5
2774
3,712
3,712
2
8,21933
0.69315
2.01145
22
6068
6,632
10,344
3.5
9.24411
1.25276
3.45862
23.5
7958
10,520
20,863
5
9.94573
1.60944
5.01263
25
10010
13,476
34,339
6.5
10.444
1.9718
6.52418
Stage -Storage Function (log -log plot)
t2..........................................................................................
10
6
c 6
J
4 y = 1.8907x + 6.898
2 R2 = 0, 9998
a
0 0.5 1 1.5 2
LnZ
Ks= 990.29 [exp(intercept)]
b- 1.8907 (slope]

s
CVS island
001211700)
Hydrogra tc
Op- 12,51 cfs
Tpu 35.3 min.
At- 0.2 min.
Stage-Sto��I
Rab=7-0 P (4vert)
Initial Water level:
•Z,= 3.5 ft.
Coitgiiitul results.'':
Peakatag� ' ;� 581 fl�;�
-
PcAk rii tflrnv :: 7 32 era
Ttme ! Inflow I Storage J Stage
S7Npt1_RESERVdRROVi1NG
Orificel {NCpENR
N- 1
D=
Cd= 0.6
Invert- 3.5 ft.
RiscrfiarreL
N of Barrels
1
RisurDiain
3 ft,
Riser Cw=
3
RiserCd=
LIA
Zcr-
5.6 ft.
Db-
18 in
Barrel Cd=
3
Z (invert
2 ft.
Riser
Weir 1 (Riser):
tr D A
H= 0 ft.
Zcr- 0
Cw= D
Cd- O
Weir 2 (Emu enev S illway):
Ir 40
7_cs- 6
Cw- 3
Orifice2 (NCDENR):
N•- 3
Ir 7.25 in.
Cd-- 0,6
Invert 4.3 ft.
Miere Qp = ClA (rational method) ,
C = average for entire 2,28 drainage
area, including pond area
(Emergency
Riser I Barrel [Riser/Barrel Orificel I Orif=2 I Weirl I Weirl I Weir2
0.0
0.00
10579
3.50 'S3i::;:3?:; 4:�70';
0.00
U,W
36.96
0.00
0.00
0.00
0.00
0.00
0.00
IR2
U,tlb
10579
3.SU`3;:::..
0.00
0.W
36.90
O.W
0.00
0.W
OM
0.00
0.00
GA
O.W
10579
ISO :::i :; ::> �? S
U,pU
0.00
36.79
0.00
-O.W
O.Oo
0100
0.00
DO)
0.6
0.01
10579
1,50E;:;l`:=i?E':`:??;:}ljQ
0.00
0,00
36,79
U.DO
0.00
0.00
0.00
0.00
0.00
0,8
0.02
10579
3.SIY;i:?? ;: ;i2;:;i 1};0(}'
O.W
U.W
36.79
O.(kl
0.00
O.W
U.IM]
0.00
0.00
1.0
0.02
10579
3.50 <`= i`?3E90:
0.00
0.00
36.79
0.00
0.00
O.W
O.W
0.00
O.W
1.2
0.04
10579
3.SU•,':s:zFf i•':z:<]i}btk:
.....................
0,00
0.00
36.79
0.00
OAK)
0,00
0.00
0.00
0.00
1.4
11,05
10580
.....................
OAK)
0,00
36.79
0,01)
0.00
0.00
0.00
0.00
O.W
1.6
O.D6
10580
3.50i';i iii i i i 4.:.Q0
0.00
0.00
36.79
O.W
0.00
0.00
OM
0.00
0,00
1.8
0.08
10581
3.5U i;i:?:; i> i i$>,S[ULkE
0.00
0.00
36.80
0. W
0. W
0.00
0.00
0.00
D.00
2.0
0.10
10582
0.00
0.00
36.80
4.W
0.00
0.00
0.W
0.00
OM
2.2
0.12
10583
3.SU:i?E ::: 3; ', �iQ
O.W
U.W
36,81
O,DU
O.W
O.W
O,W
0.00
0.00
2A
0.14
10585
3.SUti i s!31�{i[P
U.W
O.W
36.81
O.W
O.W
R00
0.00
0.00
0,00
2.6
0.17
10586
3.50 'i`>i i''3i::4'i':Oii0i1
0.000.W
36.82
D.00
O.W
O.W
O.W
0.W
0.00
2.8
0.19
10588
3,50
0.00
0.W
36.83
0.00
0.W
0100
0.00
0.01)
U.W
3.0
0.22
40591
3.50;i'i;ir .'` fii%4o1
0.W
0.W
36.84
0.00
0.W
0.00
U.W
0,W
0,DO
3.2
0.25
10593
3.50 ?: :;E's? l?i30!
0.00
O.W
36.85
0,00
0.00
O.DO
0.00
0.00
O,W
3.4
0.28
10596
3.50'S:';<?tC:=a)',U!)!
0.00
9.00
36.86
0.00
0.00
0.00
0.00
0.00
O.W
3.6
0.32
10600
3.50?:.?:?t2?`Eitf�}E1i
0.00
0.00
36,88
0.W
0.00
0.W
0.00
0.00
O.W
3.8
U,36
10604
3.50:S:??t:::Fz<=:
.....................
0.00
0.00
36.89
OAK)
0.00
0.00
0.00
0.01)
O.W
4.0
0.39
10608
3.51
0.00
O.W
36.91
0.W
O.W
0.W
0.00
0.00
0.00
4.2
0.43
10613
3,51 ii`5- ?>? ri 4.ilEk
O.W
0.0036.93
O.W
0.00
0.00
O.Ou
0.000.00
4.4
U.47
10618
.....................
3.51
0.00
QW
36,95
0.90
0.00
0.00
0.00
0,00
OM
4.6
0.52
1D624
3.51'"i}Y : i'`i: .13('},:
0.00
0.00
36.98
0. DO
0.00
O.W
O.t10
0.00
0,00
4.8
0.56
16630
0.00
0.00
37.00
OAK)
0.00
0.00
0.UU
0.00
0.00
5.0
0.61
16637
3.51
0.00
OM
37,03
0.00
0.00
0,00
0.00
0.00
000
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pond�rt•5 1-01.xls Page 3

8
42.2 11.35 25175
42.4 11.29 25263
42.6 11.22 25350
42.8 11.15 25435
43.0 11.08 75520
432 11,01 256D3
43A 10.94 25686
43.6 10.86 25767
43.8 10.78 25847
44.0 1 D.71 25926
44.2 10,64 260D3
44A 1D56 26077
44A 10.49 26150
44.8 10.41 26221
45.0 10.33 26290
452 10.26 26357
45A 10.18 26422
45.6 10.11 26484
45.8 10.03 26545
46.0 9.96 26603
46.2 9.89 26659
46A 9,81 26714
46.6 9.74 26766
46.8 9.67 26816
47.0 9.60 26864
47,2 9,53 26910
47A 9.46 26954
47,6 9.39 26997
47,8 9,32 27037
48,0 9,25 27076
48,2 9.18 27113
484 9.11 27148
48,6 9,05 27181
48,8 898 27213
490 8.92 27243
49.2 US 27272
49,4 8.78 27299
49A 8.72 27324
49,9 8.66 27348
50A 8.59 27371
502 8.53 27392
50.4 8.47 27412
50.6 8.40 27431
50,8 83A 27448
51,0 8.28 27464
51.2 8.22 27479
514 E.16 27493
51.6 SAD 27506
51,8 SAW 27518
52,0 7.98 27528
522 7.92 27539
524 7.86 27546
52,6 7,81 27554
52,8 7.75 27561
53,0 7.69 27567
53.2 7,(A 27572
53A 7.58 27576
536 7,52 27579
53.8 7.47 27582
54.0 7.4I 27584
54.2 7.36 27585
544 7.31 27586
54,6 7.25 27585
54.8 7.20 27585
55.0 7.15 27583
55.2 7.09 27581
55.4 7.W 27579
55.6 6,99 27576
55.8 6,94 27572
56.0 6,99 27568
56.2 6,84 27563
56.4 6.79 27559
56.6 6.74 27552
56.8 6.69 27546
57,0 6.6A 27540
57.2 6.59 27533
57.4 6.54 27526
57.6 6.49 27518
57.8 6.44 27510
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pond-1-5-1 -01 .xks Page 4

CN'S Lelnnd
tX)l2l1700
Hydrogra Ic
Qp= 15.64 cfs
Tp= 3C,8 min.
At= 012 milt.
Stage -Store e:
Ks- �9901.29b=ft (invert)
Initial Water level:
71= 3.5 ft,
Compultd.rresultSi <7 it 'Si
>: Rise 25"ftj:
1 eak'outflow I1 88: efs
lime I lntlrn I Storage I Stage
Orificel (NCUF!NR :
N- 1
I-- I in.
Cd 0.6
Invert= 3.5 fl.
Risaribam:l:
A of Burrels
7
RiserDiam
3 R.
Riser Cw=
3
RisuCd=
0.6
7,c7--
5.6 ft,
Db=
18 is
Barrel Cd--
3
z
2 ft.
Rises
Weir I (Riser):
1-- 0 ft.
H- 0 ft.
7.cr= 0
Cw= 0
Cd- 0
Weir 2 (Finer en S illway):
1� 12
7.cr : 6
Cw= 3
Orifrce2 (NCDP_NR):
N- 3
D 7.25 in.
ca= Q6
Invert_ 4.3 ft.
(FJnergatry
Riser I Barrel kiser/Barre) Orificel I Orifrcc2 I Weir 1 I Weir 1 I Weir 2
0.0
0.00
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pond-rt-5-1-01.x1s Page 2

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26.6 12,85 18373
26.8 12.95 18485
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27.2 13.15 18705
27A 13.24 19813
27.6 13.34 18919
27,E 13.43 19024
29.0 13.52 19128
28.2 13.61 19230
28.4 13.70 19332
28.6 13.79 19431
28.8 13.87 19529
29.0 23.96 19626
29.2 14.04 19721
29.4 14,12 19815
29.6 14.20 19907
29.8 14.27 1999E
30.0 14.35 20087
30.2 14.42 20232
30A 14A9 20376
30.6 14.56 20520
30,E 14.63 20064
31.0 14.69 20809
31.2 14.75 20953
31 A 14.82 21098
31.6 14.97 21242
31.8 14.93 21367
32.0 14,99 21531
32.2 15.04 21676
32.4 15.09 21820
32.6 15.14 21%5
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33.0 15.23 22254
33.2 15.27 22398
33.4 15.31 22542
33.6 15.34 22696
33.8 1538 22931
34.0 15.41 22975
34.2 15.44 23118
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35.0 15.55 23692
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35.6 15.60 24120
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36.0 15.62 2,4404
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36A 15.64 24686
36.6 15.64 24827
36.8 15.64 24967
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37.2 15.64 25247
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40.2 15.32 27174
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pond•rt-5-1.01.xls Page 3

42.2 14,84 28099
42.4 14.78 28173
42.5 14.71 28245
42.9 14.65 28314
43.0 14.58 28379
43.2 14,SZ 2.8442
43.4 14A5 28502
43.6 14.38 28559
43.8 14.30 28613
44.0 14.23 28665
44.2 14.15 28713
44.4 14.07 29760
44.6 13.99 28803
44.8 13.91 28844
450 33.82 28893
452 13.73 29919
45A 13.65 28953
45.6 1356 28485
452 13A6 29015
46.0 13.37 29042
462 13.29 29067
46.4 13.20 29091
46.6 13.11 29112
46.8 13.02 29132
47.0 12.92 29149
47,2 12.83 29165
47A 12.74 29180
47.6 12.65 29193
47,8 1256 29204
48.0 12.48 29233
482 12.39 29222
48A 12,30 29229
48.6 12.21 29234
48.8 12.33 29239
49,0 12,04 29242
49,2 11.96 29244
494 11.87 29245
49,6 11.79 29245
49,8 11.71 29244
50,0 11,63 29242
502 11.54 29239
504 11.46 29235
50.6 11.38 29230
50.6 I1.30 29225
51.0 11.22 29218
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51-6 30199 29196
51,8 10.91 29187
52,0 10.83 29177
522 10.76 29167
52,4 10.68 29156
526 10.61 29145
52,8 10,53 29134
53,0 10.46 29121
532 10.38 29309
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53.9 10.17 29069
54,0 10.09 29054
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544 9.95 29U25
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54.E 9.91 28995
55.0 9.74 28979
55.2 9.68 28963
554 9.61 28947
55.6 9.54 28930
55.8 9.47 29913
56.0 9.41 26896
56,2 9.34 29879
564 9.27 28862
56.6 9.21 26945
56.9 9.14 28827
57.0 9.08 28809
57.2 9,02 29791
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0.00
20.97
6,61
76.33
6.61
0.04
4.55
O.W
0.00
0,00
20.93
6.58
76,32
6.58
0.04
4.85
O.W
O.W
0.00
20.89
6.54
76.30
6.54
0.04
4.85
U.W
0.00
&DO
20.85
6.50
76.28
6.50
U.04
4.85
0,00
0.00
0.00
20.81
6,46
76.27
fi 46
0.04
4.94
0.00
0.00
0.00
20.77
6,42
76.25
6.42
0.04
4.94
0.00
0.00
0.W
20.72
6.38
76.2.1
6.38
D.U4
4.94
O.W
0.00
0,00
20.69
6.34
76.21
6.34
0.04
4.83
0.00
0.00
O.W
20.63
6.30
76.19
6.30
0,04
4.83
O.W
O.W
0.00
2058
6.25
76.17
6.25
0.04
4.93
0.00
0,00
0.00
20.54
6.21
76,15
6.21
0.W
4.93
0.00
0.00
0.00
20A9
6.17
76.13
6.17
0.04
4.92
O.W
0.00
O,W
20.44
6.12
76.11
6.12
0.04
4.92
0.00
0.00
O.W
20.39
6.08
76.09
6.08
0.04
4,82
0.00
0.00
0.00
20.33
6.03
76.07
6.03
0.04
4.91
0.00
D.W
0.00
20.28
5,98
76.04
5,98
0.04
4.91
0.00
0.00
U.S10
20.23
5.94
76.02
5.94
0.04
4.91
0.00
0.00
0.00
20.17
5.89
76.00
5.89
0,04
4,90
0.00
0.W
0.00
20.12
5,84
75.99
5.84
0.04
430
0.00
0.00
0.00
20.06
5,79
75.95
5.79
0.04
4.90
0.01)
U. W
0.00
20.01
5.74
75.93
5,74
0.04
4.79
0.00
0.00
U.W
19.95
5.69
75,91
5,69
0.04
4.79
0.00
O.09
0.00
19.89
5.65
75.89
SAS
0.04
4.79
0.00
O.W
0.I81
19.84
5.60
75.86
5,60
0.04
4.79
0.00
D.W
0.00
19.78
5.55
75.84
5.55
0.04
4,78
0.00
0.00
0,00
19.72
5.50
75.91
5.50
0.04
4.77
0.00
D.OD
0,00
Ponca-rt-5-1-01.xls Page 4

13
s
Leland CVS
012107001 'I
1. L'nler the contour clevatitms for which areas sire measured.
first contour is estimate of invert of depression.
2. Enter the measured contour areas, most conveniently expressed in sgmae. feet,
3. Compute the incremental storage volume (between the contours) by the nverage cnd-jv
method applied vertically. The incremental volume is the average of the. upper and lower contour
areas multiplied by the vertical separation of the contours. The result is in cubic feet.
4. Enter the accumulated volume, obtained by adding each incremental volume to the sum of the lower increments.
the result is the total storage available at each contour.
5. Enter the stage, or depth, referred to the invert of the pond
One may usefully plot n stage storagc curve by using the data of columns 4 & 5. However, there is much
more information readily obtainable from the staMsturage function of the form of ( S=I" ). The
columnar computations of the below table continue:
6. Enter the natural logarithm of Storage (the accumulated volume of col. 4).
7. Enter the natural logarithm of Stage (col. 5).
1
2
3
4
5
6
7 8
Ira
U If
�lt IMM
i r f
18.5
938
0
0
0
20.5
2774
3,712
3,712
2
8.21933
0.69315 2.01145
22
6068
6,632
10,344
3.5
9.24411
1.25276 3.45862
23.5
7958
10,520
20.963
5
9.94573
1.60944 5.01263
2-5
10010
13,476
34,339
6.5
10.444
1.8718 6.52418
Stage -Storage Function (log -log plot)
12
10
s
5 s
4
y =t.ssmK +s.asa
2 R� 0,9990
0
0 0.5 1 1,5 2
utz

Profile
Scenario: Base
Label: P-3 Label: P-2 Label: P-1
Up. Invert: 20.55 ft
Up. Invert: 19.15 ft � Up. Invert: 21.90 ft
Dn. Invert: 16.50 ft Dn. Invert: 19.25 ft Dn. Invert: 20.65 It
L 82.00ft Label: 1-3 L 171.00ft Label: 1-2 L 178.00ft
Fim: 24.75 ft Sze Ri
18 inch m: 24.65 ft Sze: 18 inch
Sze 18 inch , , y . —. —1 — _ ----..
0+00 0+50 1+00 1+50 2+00 Station (ft) 2+50 3+00 3+50 4+00
Label; Q1
ttm: 18.50It
-%rTp:18.50 ft
Label; 1-1
Rm; 25.00 ft
t
25.00
24.00
23.00
22.00
21.00
20.00
19.00
18.00
4+50
Bevatlon (ft)
Project Engineer: Lester Lowe
u:100cvs1012107001\projectl stm Kimley-Horn & Associates Inc 5tormCAD v4.1.1 [4.2014]
05/03/01 08:36:56 AM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1

Scenario: Base
Pipe Report
Label
Upstrea
Downstream
Upstream
Upstream Inlet
Upstream
Upstream Calculated
System
Total
Length
Constructed
Section
Mannings
Full
Node
Node
Inlet
Rational
Inlet
System CA
Intensity
System
(ft)
Slope
Size
n
Capacity
Area
Coefficient
CA
(acres)
(in/hr)
Flow
(ft/ft)
(cfs)
(acres)
(acres)
(cfs)
P-1
1-1
1-2
0,72
0.80
0.58
0,58
8.00
4.64
178.00
0,007022
18 inch
0.013
8.80
P-2
1-2
1-3
0.81
0.70
0.57
1.14
7.75
8.93
171.00
0.007602
18 inch
0.013
9.16
P-3
1-3
0-1
0,32
0.90
0.29
1,43
7.63
11.00
82.00
0.007927
18inch
0.013
9.35
Project Engineer: Lester Lowe _
u:l00ovs1012107001 \project1.stm KEmley-Horn & Associates Inc StormCAD v4.1.1 [4.2014] v
05/03/01 08:37:07 AM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 2

Scenario: Base
Pipe Report
Upstream
Downstream
U pstrearr
Downstrea
Upstream
Downstream
Hydraulic
Hydraulic
Description
Invert
Invert
Ground
Ground
Cover
Cover
Grade
Grade
Elevation
Elevation
Elevation
Elevation
(ft)
(ft)
Line In
Line Out
(ft)
(ft)
(ft)
(ft)
(ft)
(ft)
21.90
20.65
25.00
24.65
1.60
2.50
25.00
24.65
20.55
19.25
24,65
24.75
2.60
4.00
24.50
23.26
1915
18.50
24.75
18.50
4.10
-1.50
22.90
22.00
Project Engineer: Lester Lowe
u:100cvs1012107001\project1 .stm Kimley-Horn & Associates Inc StormCAD v4.1.1 [4.20141 6
05/03/01 08:37:07 AM ®Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 2 of 2

Scenario: Base
Inlet Report
Label
Calculatec
Ground
Set Rim
Rim
Sump
Area
inlet
Inlet
Time
Externa
External
Additional
AdditionalKnown
Inlet
Inlet.
Description
Station
Elevation
Equal to
Elevatior
Elevation
(acres)
C
CA
of
CA
Time of
Flow
Carryovet
Flow
Location
(ft)
(ft)
Ground
(ft)
(ft)
(acres)
oncentratio
(acres)
oncentratio
(cfs)
(cfs)
(cfs)
Elevation .
(min)
(min)
1-1
4+31
25.00
true
25.00
21.90
0.72
0.80
0.58
5.00
0.00
0.00
0.00
0.00
0.00
Curb 01-3
In Sag
1-2
2+53
24.65
true
24.65
20.55
0.81
0.70
0.57
5.00
0.00
0.00
0.00
0.00
0.00
Curb DI-3
In Sag
13
0+82
24.75
true
24.75
19.15
0.32
0.90
0.29
5.00
0.00
0.00
0,00
0.00
0.00
Curb DI-3
In Sag
Project Engineer: Lester Lowe
u:100cvs10121070011projeeti.stm Kimley-Horn & Associates Inc StormCAD v4.1 .1 [4.2014] v
05/03/01 08:37:18 AM m Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page 1 of 1 V

�' `it5'I TENTER � 1
SH AL •;:
AM UT
ZGNING: C-2 ul
� ASP1�A�, rl WENT
SHOPPING CENTER
PARKING LOT
ASPHALT PAVEMENT
(BY OTHERS)
looft
----`-- ; ii 0';;; 26
"ARAIN AGE AREA ( 1 r ¢ ,, .' : - ' r
/ 99132 Sr OR ____- 1,1'Y� 2
39. ilP F£ER+AOUS
MOVE
`3AN
l I I I I0 - -i' • DRAIN AREA-1
:-a' �` '•;'L° 0.72 ACRES
m b I I 2
ZONING: C-2 u n I I ! S _-N I 2q A ; °
rPAYED PARKING LOTJ
DRM1IN AREA 3 �'' � �• I
? � � I i I V r o.3z ACRES :14" f ''L6`I � �` I � i � • �. � II I
y
0R4P 1NLE{�--
TOP 23.61
1NV. 20.36 N •rn 4 ARE-2 A
�:' fl.B1 ACRES �6 �� I
IN AREA-4 �sI i�i/� 1riL
INV. 15"0 C.P.P. 19.Eb1 _ _ �& - cP Z6
1NV. 24.0 C.M.P 19.81-�)'iSjl, .LJ
U
z5 ''
WATER
24'1 C M z
r
- _ -- --N--- -- - Z`'---- =DOGE OF pAVEas_rT--- - — - - - ---26------�� - - _
DROP INT T o— -- - - _ - - _ __ ` } isc
TOP 23-92 ~- -`— �- — —_ -- ,,
! INV. 1$:92 IN----�_-
INK 1 82 OUT -p_J — — — — — — --