SW8981020_HISTORICAL FILE_19990310

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 CJ$ 1620
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
© HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE loici q 031 p
YYYYMMDD

-.State,of North Carolina
Department of Environment
and Natural Resources Y
Wilmington Regional Office 614 52
FAA
M EL
�®
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 10, 1999
Mr. .leffiey L. Zimmer, Administrator
ZP No. 76, LLC
PO Box 2628
Wilmington,NC 28402
Subject: Perm it No. SW8981020
CVS Pharmacy-Sneads Ferry
High Density Stormwater Project
Onslow County
Dear Mr. Zimmer:
The Wihnington Regional Office received the Stormwater Management Permit Application for CVS Pharmacy-Sneads Ferry
on October 20, 1998, with final information on March 9, 1999. Staff review of the plans and specifications has determined
that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. S W8 981020 dated March 10, 1999, for the construction of CVS Pharmacy-Sneads Ferry.
This permit shall be effective from the date of issuance until March 10, 2009, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of the storntwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty(30) days following receipt of this permit. This request must be in
the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office
of Administrative Flearings, P.O. Drawer 27447, Raleigh,NC 2761 1-7447. Unless such demands are made this permit shall
be final and bindin,.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at (910)
395-1900.
Sincerely,
767
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWAT\PERINIIT\981020.MAR
CC' Fred Cone, P.E.
Corann Harper, Onslow County Inspections
John Pierce, P.L.S.
Linda Lewis
Wilmin.on Regional Office
Central Files
127 Cardinal Dr. Ex[.,Wilmington,North Carolina 28405 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/10%, post-consumer paper

1
State Stormwater Management Systems t
Permit No. SW89R1020
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 Chapter 143, General Statutes of North Carolina as amended, and other
applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
ZP No. 76, LLC
CVS Pharmacy-Sneads Ferry
077SIOW CO1071y
FOR THE
construction, operation and maintenance of a detention pond in compliance with the provisions of 15A NCAC 21-1 .1000
(hereafter referred to as the "slormWaler 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 March 10, 2009 and shall be subject to the following specified
conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the application and
other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page 3 of this
permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from 50,900 square
feet of impervious area.
3. 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 of built-upon area indicated on page 3 of this permit, and per approved plans.
2

State Stormwater Management Systems
- Perinit No. SW8 981020
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: CVS Pharmacy-Sneads Ferry
Perm it Number: SW8 981020
Location: Onslow County
Applicant: Mr. Jeffrey L. Zimmer, Administrator
Mailing Address: ZP No. 76, LLC
PO Box 2628
Wilmington,NC 28402
Application Date: October 20, 1998
Water Body Receiving Stormwater Runoff: Mill Creek (CFR 18-87-14)
Classification of Water Body: "SA"
If Class SA, chloride sampling results: 23 plant
Pond Depth, feet: 5
Permanent Pool Elevation, FMSL: 27.18
Total Impervious Surfaces, ft': 50,900
Offsite Area entering Pond, ft': None, per Engineer
Required Surface Area, ft': 3,638
Provided Surface Area, ft': 3.800
Required Storage Volume, ft': 4.130
Provided Storage Volume, ft': 4,785
Temporary Storage Elevation, FMSL: 28.28
Controlling Orifice: I"$pipe
3

'State Stonmvater Management Systems
Permit No. SW8 981020
11. SCHEDULE OF COMPLIANCE
1. 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 except roads.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
3. 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 reinoval.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel of DWQ.
The records will indicate the date, activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The stormwater facilities shall be constructed as shown on the approved plans. This permit shall become voidable
unless the stormwater facilities are constructed in accordance with the conditions of this permit, the approved plans
and specifications, and other supporting data.
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.
8. 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.
9. Prior to the sale of any portion of the property,an access/maintenance easement 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.
10. The permittee is responsible for verifying that the proposed built-upon area does not exceed the allowable built-upon
area.
11. The runoff from all built-upon area on the project must be directed into the permitted stormwater control system.
12. 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.
4

State Stormwater Management Systems
Permit No. SW8 981020
13. The following items will require a modification.to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition,the Director may determine that other revisions to the project should require a modification to the permit.
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.
111. GENERAL CONDITIONS
I. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or there is a name
change of the Permittee, a formal permit request must be submitted to the Division of Water Quality accompanied
by an application fee,documentation from the parties involved,and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to enforcement
action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6A 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.
Permit issued this the I Oth day of March, 1999.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 981020
5

State Stormwater Management Systems
Permit No SW8 9810,)0
CVS Pharmacy-Sneads Ferry
Stormwater Permit No. SW8 981020
OuSlow County
Engineer's Certification
1, ,as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time)the construction of the project,
1
(Project)
for (Project Owner) hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the project construction such that the construction was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specification:
SEAL
Signature
Re,istration Number
Date
6

xW^x—OFR ->USE:OO NLY'5. .x . .+a.rn.,i.."sr
Date Rec 'ved Fee Paid ermit Number
z
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual,etc. who owns the project):
ZP NO. 76;LLC__
2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and
its compliance):
Jeffrey L. Zimmer, LLC Adminstrator (ZP NO. 76,LLC)
3. Mailing Address for person listed in item 2 above:
P.O. Box 2628
City Wilmingiion State: NC Zip- 28402
Telephone Number. ( 910 ) 763-4669
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
5. Location of Facility (street address):
located at intersection of N.C. Highway 210 & NCSR 1518
Cdy. StumO Sound (Twp,— County Onclnw County
6. Directions to facility (from nearest major intersection):
1 r + ri at intorcortion of N f Highway 210 & NfSR ISJR
7. Iatihide 34°31 "32' Longitude 77°26"04' of facility
8. Contact person who can answer questions about the facility:
Name John L Pierce Telephone Number. ( 910 ) 346-9ROn
II. PERMIT INFORMATION:
1. Specify whether project is (check one): _ _New Renewal Modification
2. .If this application is being submitted as the result of a renewal or modification to an existing permit, list
the exist tng permit number N/A and its issue date(if known)
Form SWU-101 April 1998 Page 1 of 4

3. Specify the type of project (check one):
_Low Density XX High Density _Redevelop _General Permit _Other
4. Additional Project Requirements (check applicable blanks):
_CAMAMajor XX Sedimentation/Erosion Control _404Permit
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.
Wet detention pond disioned for 90% T S rpmnval
2. Stormwater runoff from this project drains to the Mill frppk River basin.
3. Total Project Area: 1_72 acres 4. Project Built Upon Area-,fiR %
5. How many drainage basins does the project have? 1
6. Complete the following information for each drainage basin If there are more than two drainage basins in
the project, attach an additional sheet with the information for each basin provided in the same format as
below.
R" e
Bas`ut`�iifomatiori��^`z�` ;ice;�
Receiving Stream Name Mill Creek
Receiving Stream Class SC
Drainage Basin Area 75,090
E)dsting Impervious*Area
Pro osed Im ervious*Area 50,900 5 f
% Impervious*Area (total) (y'�
On-site Buildings
On-site Streets
On-site Parkin
On-site Sidewalks 1 ,850 S.f.
Other on-site
Off-site
Total: E= E_
" Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.
7. How was the off-site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for.all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded.
Form SWU-101 April 1998 Page 2 of 4

By your signature below,you certify that the recorded deed restrictions and protective covenants for this project
shall include all the items required by the permit, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State, and that they will be recorded prior to the safe of any lot.
V. AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf, please complete this section: !t .
Designated agent(individual orfitm): Inhn I Piarra (;Urvayin9-
MailingAddres P.O. Box 1685
City: Jacksonville State NC Zip: 28540
Phone f 910 ) 146-g80n Fax( 91n ) 146-1210
VI. SUBMITTAL REQU MAENTS
This application package will not be accepted by the Division of Water Quality unless all of the applicable
items are included with the submittal
1. Please indicate that you have provided the following required information by signing your initials in the
space provided next to each item
Applic ,'s Initials
• Original and one copy of the Stormwater Management Permit Application Form _
• One copy of the applicable Supplement Form(s) for each BMP(see Attachment A)
• Permit application processing fee (see Attachment A)
• Two copies of plans and specifications including:
• Detailed narrative description of stormwater treatment/management
• Two copies of plans and specifications,including:
-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, parking,cul-de-sacs,sidewalks,and curb and gutter
-Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations
- Drainage basins delineated
-Vegetated buffers (where required)
VII. APPLICANTS CERTIFICATION
I,(print or type nameof person listedin General lnformation,item 2) Jeffrey L. Zimmer, LLC Adminstratcr
certify that the information included on this permit application form is correct, that the project will be
constructed in conformance with the approved plans, that the deed restrictions in accordance with Attachment
A of this form will be recorded all required permit conditions,and that to the best of my knowledge the
proposed project complies with a equirements of 15A NCAC 2H .1000.
S, Date c"� •j`I'JL'/2
Tide LLC Adminstrator (Z LLC
Form SWU-101 April 1998 Page 3 of 4

ATTACFEWENT A
1. Deed Restriction Language
The following statements must be recorded for all low density projects and for all projects that involve the
subdivision and selling of lots or outparcels:
1. No more than h�L square feet of any lot, including that portion of the right-of-way between the
edge of pavement and the front lot line, shall be covered by impervious structures including
asphalt, gravel, concrete, brick, stone, slate or similar material but not including wood decking or
the surface of swimming pools. This covenant is intended to insure continued compliance with the
stormwater permit issued by the State of North Carolina. The covenant may not be changed or
deleted without the consent of the State.
2. No one may fill in, pipe, or alter any roadside swale except as necessary to provide a minimum
driveway crossing.
NOTE: If lot sizes vary significantly, the owner/developer must provide an attachment listing each lot
number,size and the allowable built-upon area for each lot.
For commercial projects that have outparcels or future development the following statements must also be
recorded:
3. The connection from the outparcel or future area into the stormwater system must be made into the
forebay such that short-circuiting of the system does not occur.
4. All built-upon area from the outparcel or future development must be directed into the permitted
stormwater"control system.
5. Built-upon area in excess of the permitted amount will require a permit modification prior to
construction.
For curb outlet systems,the following statement in addition to items 1 and 2 above must be recorded:
6. No one may pipe,fill in or alter any designated I00 foot long grassed Swale used to meet the
requirements of NCAC 2H .1008(g).
2. SupplementFomms
The applicable supplement form(s) listed below must be submitted for each BMP specified for this project
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-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Nutrient Management Strategy Supplement
3. Permit Application Fees (check made payable to NCDENR and submitted to the appropriate Regional
Office)
Type of Permit New, Modification, or Timely Renewal Without
Late Renewal Modification
Low Density $225 n/a
High Density $385 $225
Other $225 n/a
Director's Certification $350 rr/a
General Permit $50 n/a
Form SWU-101 April 1998 Page 4 of 4

F2 : EIVED JOHN L. PIERCE - SURVEYING MAR 0 91999
Land Surveying- Land Planning-Mapping
P.O. Box 1685 BY
409 Johnson Blvd. letter of transmittal
Jacksonville,N.C. 28541 " io No.
Office: [phone] Fax No.: [phone] 3 9 99 n
E-Mail:[e-mail] ATTENrioN
Ms. Linda Lewis
RE
TO Ms. Linda Lewis CVS Pharmacy -
N.C. Department of Environment, Stormwater Project No. SW8 981020
Hea th and Natura Resources
127 North Cardinal Drive
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Drawings ❑ Attached ❑ Under separate cover via the following items:
❑ Copy of Letter ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change order ❑
COPIES DATE NUMBER DESCRIPTION
1 Original signature Page 3 of 3 of the Wet Pond Supplem nt
1 Revised Quad Sheet showing new location
1 Water sample report from Beacham Laboratory
1 Co Iofi' our letter dated 3 3 99
THESE ARE TRANSMITTED as checked below:
❑ For approval REMARKS
❑ For your use
❑ As requested
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due 19
SIGNED iLF�Ce
❑ Prints returned after loan to us

NCDEM NCDEH
# ]. # 37718
Beacham Laboratory
1820 Wilmington Highway
Jacksonville, NC 28540
910-347-5843
REPORT OF ANALYSES
JOHN PIERCE, R.L.S.
JOHN PIERCE SURVEYING DATE: 03/09/1999
P.O. BOX 1685
JACKSONVILLE, NC 28540-
Attn: JOHN PIERCE
JOHN PIERCE CLHORIDE (Page 1 of .I)
SAMPLE DELIVERY TO LAB
LAB No. DATE TIME SAMPLER DATE TIME MATRIX
54271 03/09/99 0900 ALTON A. STONE 03/09/99 0930 WW
CLIENT LAB CL-
STATION ID NUMBER PPM
PIERCE CL- 54271 23
LABORATORY DIRECTOR e )
6T®RMINATER
E C E I V E
MAR 0 91999 D
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Name: SNEADS FERRY _- Flow Location: 034°31'32.3" N 0770 26'05.6" W
Date:3/9/99 Caption:CVS Pharmacy
Scale: 1 inch equals 2000 feet ZP No. 76, LLC
Copynght(C)1997,Maptech,Inc.

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
JaruesB. Hunt, Jr., Governor Wayne
C EN R
Wayne McDevitt, Secretary
Division of Water Quality NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
March 3, 1999
Mr. Fred Cone, P.E.
1116 Greenway Road
Jacksonville, NC 28546
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 981020
CVS Pharmacy Sneads Ferry
Onslow County
Dear Mr. Cone:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for CVS Pharmacy Sneads Ferry on January 12, 1999. 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. The chlorides test appears to have been taken at a point in Mill Creek that is upstream of the
proposed discharge, and that is not outside a 1/2 mile arc. Please see the attached map. I have
drawn in an arc in blue ink that has a radius of roughly 2,640', based on the scale provided.
Since no bar scale was provided, I cannot verify whether or not the map scale has been
reduced. I have marked an X in blue ink where the sample should be taken to provide an
accurate determination of whether this site drains to SA waters or not.
2. Please return the original signature Page 3 of 3 of the wet pond supplement.
e
127 Cardinal Dr. Ext.,Wilmington,North Carolina 28405 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper

Mr. Cone
March 3, 1999
Stormwater Project No. SW8 981020
----------------------------------------------
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 April 3, 1999, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee. The Division is allowed 90 days from the-receipt of a completed application to issue the
permit.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\981020.MAR
cc: Linda Lewis
Jeff Zimmer
Central Files

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Name: SNEADS FERRY Location: 034' 31'56.8" N 077*25'51.7" W
Date: 1/8/99 Caption: CVS Pharmacy
Scale: I inch equals 2000 feet ZP No. 76, LLC
Copyright(C)1997.Mapuii:h,Inc.

- a
IT
JOHN L. PIERCE - SURVEYING : _ m
Land Surveying-Land Planning- MappingAN
P.O. Box 1685
409 Johnson Blvd. letter of transmittal
Jacksonville,N.C. 28541 qq77�
Office: [phone] Fax No.: [phone] oJdnUary 8, 1999 oeNo.
E-Mail:[e-mail] ATTENTION
Ms. Linda Lewis
RE
TO Ms. Linda Lewis CVS Pharmacy
N.C. Department of Environment, SW8 981020
Health anO Naturalesources
127 North Cardinal Drive
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Drawings ❑ Attached ❑ Under separate cover via the following items:
❑ Copy of Letter ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change order ❑
COPIES DATE NUMBER DESCRIPTION
2 Sets of revised plans
1 Quad sheet with site location
1 Letter from engineer (Frederick E. Cone)
1 Revised calculations
1 Revised sheets (T of 3 & 2uof 3) of stormwater permit
app ication
-1 Copy of your letter dated 12 14 98
1 Water sample report -from Mill Creek from Beacham
La oratory
THESE ARE TRANSMITTED as checked below:
❑ For approval REMARKS Should you need any additional
❑ For your use
❑ As requested additional information to grant approval
❑ Approved as submitted please advise.
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due 19 �
❑ Prints returned after loan to us SIGNED !`/

Frederick E. Cone, P.E.
1116 Greenway Road
Jacksonville, N.C. 28546 oTORMWATER
January 6, 1999
Ms. Linda Lewis
Environmental Engineer E C E I V E
D.E.M., Water Quality Section JAN 1 21999 D
127 Cardinal Drive Extension
Wilmington, N.C. 28405-3845 D E M
FRGJN
Subject: Stormwater Project NO. SW8 981020
Modification
CVS Pharmacy Stump Sound
Onslow County
Dear Ms. Lewis:
In response to your December 14, 1998 letter, the following information is
provided (responses follow the order of your letter):
1. A statement indicating no wetlands on site is provided on plans.
2. Results of a chloride test as requested are attached. A quad sheet
with the project site and sample location is also attached.
3. The typo on the supplement regarding the storage elevation has been
corrected.
4. The wet pond supplement form has been revised and corrected.
5. The calculations have been revised to reflect a DA of 75,090 sf.

We trust the above information answers your concerns. If there are further
questions, please contact me at the above address.
Sincerely,
�4-4 L �X �
Frederick E. Cone

P zs�n JANUARY6,1997 ST®RM�fl0ATER
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UGC STORMWATER DETENTION POND CALCULATIONS
CVS PHARMACY E C E I V E
- N.C.S.R. 1518 JAN 12 1999 D
STUMP SOUND TOWNSHIP
ONSLOW COUNTY, NC
FHo,; a -`p
Gu�BIyZo
DESCRIPTION: PROPOSED CONSTRUCTION INCLUDES DEVELOPMENT OF A
SITE FOR A NEW PHARMACY. CONSTRUCTION WILL INCLUDE PAVING AND
LANDSCAPING IN SUPPORT OF THE PHARMACY. THE FACILITY WILL BE
BUILT ON AN UNDEVELOPED SITE ON N.C.S.R. 1518, NEAR SNEADS FERRY.
STORMWATER CONTROL WILL BE BY USE OF A NEW WET DETENTION
POND. THE NEW POND IS DESIGNED FOR 90% TSS REMOVAL. A
SUMMATION OF THE CALCULATED STORMWATER RUNOFF IMPACT IS
PROVIDED AS FOLLOWS:
PAVED/IMPERVIOUS AREA (TO NEW POND)* 50,900 SF
GRASSED AREA (CONTRIBUTING TO POND) 16,700
POND : SURFACE AREA 3,800
3:1 SIDE SLOPES 3,690
TOTAL 75,090 SF
* BREAKDOWN OF IMPERVIOUS AREA CONTRIBUTING TO NEW POND
PAVING/CONCRETE 38,500 SF
BUILDING/CANOPY 10,550
SIDEWALK 1,850
TOTAL 50,900 SF
50,900
%IMPERVIOUS = ----------- = 68%
75,090

2. DETERMINE POND SURFACE AREA FOR 90%TSS REMOVAL:
DRAINAGE AREA = 75,090 SF
PERMANENT POND DEPTH = 5.0'
%IMPERVIOUS = 68%
SA/DA = 4.86%
SA = (75,090) (.0486)
= 3,649 SF SAY 3,800 SF
3. DETERMINE VOLUME OF RUNOFF FROM A 1.0 INCH RAINFALL
IMP. DRAINAGE AREA = 50,900 SF
GRASSED AREA (CONT.) = 16,700 SF (C = 0.2)
POND SIDE SLOPES = 3,690 SF (C =0.2)
50,900 (1.0) + (20,390)(0.2)
RUNOFF COEFF. _ ---------------------------------
71,290
.771
VOLUME = 71,290 X .771 X 1/12
4,580 CF

4. DETERMINE THE. DEPTH OF STORAGE REQUIRED-
SA
= 3,800 SF
SIDE SLOPES = 3:1
LENGTH OF SHORE = 312 FT
VOLUME = 4,580 CF
V = 1/2 (3X) (X) (312) + 380OX = 4,580 CF
X =DEPTH OF STORAGE = 1.IFT (VOL=4,746 CF)
SURFACE AREA @ PERMANENT POND ELEVATION (27.18') = 3,800 SF
SURFACE AREA @ V DESIGN ELEVATION (28.28') = 4,878 SF
5. DETERMINE ORIFICE IZE FOR 2 TO 5 DAY DRAWDOWN T ME:
VOLUME = 4,746 CF @ 1.1 FT STORAGE
2 DAYS = 172,000 SEC
5 DAYS = 432,000 SEC
4,746
Q2 = ----------- = 0276 CFS
172,000
4,746
Q5 = ----------- = 011 CFS
432,000

1/2
.0276
1/2
.0263 (1.75/2) _
1/2
011
1/2 0.67 IN
_]
.0263 (1.75/2)
USE 1" ORIFICE
FOREBAY CALCULATIONS (20% OF VOLUME) ARE PROVIDED ON THE PLANS.

State of North Carolina
.- Department of Environment I
and Natural Resources
Wilmington Regional OfficeEk
ON Ain
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary NORTH CAROLINA DEPARTMENT OF
Division of Water Quality ENVIRONMENT AND NATURAL RESOURCES
December 14, 1998
Mr. Fred Cone, P.E.
1116 Greenway Road
Jacksonville, NC 28546
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 981020
CVS Pharmacy Stump Sound
Onslow County
Dear Mr. Cone:
The Wilmington Regional Office received a Stormwater Management Permit Application for CVS
Pharmacy Stump Sound on October 20, 1998. 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. Delineate all wetlands on site, or note on the plans that none exist. Please add the line symbol
for wetlands to the legend.
2. Mill Creek is class SA waters. In order to allow a detention pond for stormwater treatment,
please provide the results of a chlorides test taken at a point in the receiving stream that is at
least 1/2 mile from the proposed discharge point, as the crow flies, and after 3 days without
rain. If the chlorides are greater than 500 ppm, a pond cannot be used. Please include a quad
sheet with the project site and sample site located. The remaining comments assume that a
pond will be allowed. If not, please revise the submittal to an infiltration pond.
3. The supplement lists the storage elevation as 23.18, which is 4 feet BELOW the permanent
pool. It appears this is a typo and should be 28.21, based on the pond detail. Please confirm.
4. The spaces for initials on the wet pond supplement form have been marked N/A. This is not
acceptable. Each item must be intialled, as applicable to the project. For item f, a portable
pump is an acceptable emergency drain; Item 1 is N/A, since you have used the 90% TSS
table.
5. For purposes of determining percent impervious and required surface area, the drainage area
to the pond is used. In this case, the DA is 75,090 sf. however, you then turn around and use
71,290 sf to determine the percent built-upon and required surface area. Please revise.
127 Cardinal Dr.Ext.;Wilmington,North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10°/ post-consumer paper

Mr. Cone
December 14, 1998
Stormwater Project No. SW8 981020
----------------------------------------------
6. The BMP document recommends a minimum 10' wide vegetated shelf. This project specifies
a 2' wide shelf. Please revise. Aside from being extremely difficult to construct, the surface
area is not affected by extending the shelf further under the permanent pool, and less
excavation is needed.
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 January 14, 1999, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee. The Division is allowed 90 days from the receipt of a completed application to issue the
permit.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\981020.DEC
cc: Linda Lewis
Jeff Zimmer
Central Files

JOHN L. PIERCE - SURVEYING , 1oq
Land Surveying- Land Planning-Mappin CriVED N
P.O. Box 1685 OCT 2 0 1998
409 Johnson Blvd. letter of transmittal
Jacksonville,N.C. 28541 Y; 'on No.
Office: [phone] Fax No.: (910)346-12 October 19 1998
E-Mail:[e-mail] ATTENTION
Ms. Linda Lewis
RE
TO Ms. Linda Lewis ZP N
N.C. Department of Environment, CVS Pharmacy
Health and Natural Resources
127 North Cardiflal Drive
Wilmington, NC 28405
WE ARE SENDING YOU
❑ Drawings ❑ Attached ❑ Under separate cover via the following items:
❑ Copy of Letter ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Change order ❑
COPIES DATE NUMBER DESCRIPTION
2 Sets of plans
L "Stormwater Management Permit Application Form"
Check in the amount of three hundred eighty
dollars and No/100 ($385.00)
T14ESE ARE TRANSMITTED as checked below:
❑ For approval REMARKS Should you need any additional
❑ For your use
❑ As requested
information, please advise.
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ For review and comment
❑ For bids due 19 SIGNED
❑ Prints returned after loan to us