SW8021225_HISTORICAL FILE_20160107

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW A91V5--
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE(pD�_
YYYYMM D D

STATE OF NORTH CAROL.INA
Department of Enviromonta.l and Natural Reso�rces
127 Cardmal Drive, EZension
Wilmington, North Carolina 28405
(910) 796-721S
FILE ACCESS RECORD
SECTION _ LE—
TIMEIl3ATB
NAMEd1�� ?A1! f
REPRESENTING
Guuiehlies forAccess: The staff of Wilmmgton Regional Office is dedicated to makffig public records in
out custodyreadily available to the public for review and copyixig. We also have the responsibility to the
Public, to safeguard these records and to carry out our day-to-day program obligatiow. Please read
carefrtliy the foilowsng guidelines sigrurlg the form.
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Collected.for checks on which payment has been refusal
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Si e andName afF usiness Date Tme Time, Out
Please attach a bwtness card ,t� this form
COPIES FADE G PAID Il TVOZCE
S-Admm.0e, access

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State Stormwater Management Systems
Permit No. SW8 021225
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
Jeffrey L. Zimmer, Zimmer Commercial Properties, LLC
Family Dollar Store - Shipyard Blvd.
New Hanover County
FOR THE
construction, operation and maintenance of an infiltration basin in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until May 23, 2013, 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 46,719 square
feet of impervious area. This pond provides twice the minimum design storm
storage, therefore a vegetated filter is not required.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. 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.
F

State Stormwater Management Systems
Permit No. SW8 021225
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
Family Dollar Store - Shipyard Blvd.
Permit Number:
SW8 021225
Location:
700 Shipyard Blvd., Wilmington
New Hanover County
Applicant:
Mr. Jeffrey L. Zimmer, Administrator
Mailing Address:
Zimmer Commercial Properties, LLC
111 Princess Street
Wilmington, NC 28401
Application Date:
March 26, 2003
Receiving Stream/River Basin:
Cape Fear River / Cape Fear
Stream Index Number:
CPF17 18-(71)
Classification of Water Body:
"SC"
Drainage Area, acres:
1.75
Onsite, sq. ft.:
1.75
Offsite, sq. ft.:
0
Total Impervious Surfaces, sq. ft.:
46,719
Basin Depth, feet:
2.0
Bottom Elevation, FMSL:
45.0
Permitted Surface Area, sq. ft.:
3,840@ Bottom
Permitted Storage Volume, cubic ft.:
9,714
Temporary Storage Elevation, FMSL:
47.0
Type of Soil:
Sand
Expected Infiltration Rate, in/hr:
18.4
Seasonal High Water Table:
36.0
Time to draw down, hours:
1.3
3

State Stormwater Management Systems
Permit No. SW8 021225
II. 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.
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 removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, 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.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
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. A
modification may be required for those deviations.
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. Use of infiltration systems as Erosion
Control devices is not advised.
4

State Stormwater Management Systems
Permit No. SW8 021225
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. 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 amount permitted under this permit, a modification to the
permit must be submitted and approved prior to construction.
11. 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.
12. At least 30 days prior to the sale or lease of any portion of the property, the
permittee shall notify DWQ and provide the name, mailing address and phone
number of the purchaser or leasee. 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 or lease of any portion of the
property.
13. The permittee must maintain compliance with the proposed built -upon area and
ensure that the runoff from all the built -upon is directed into the permitted system.
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 must maintain the current permitted drainage area. No additional
runoff from outside of the permitted drainage area boundary may enter the
permitted stormwater facilities without first applying for and receiving a permit
modification.
5

l�
State Stormwater Management Systems
Permit No. SW8 021225
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of owership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, 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. The permittee is responsible for compliance with all permit conditions
until such time as the Director approves the transfer request.
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 during normal
business hours 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.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 23rd day of May, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.., Director
1-6-111 Division of Water Quality
By Authority of the Environmental Management Commission
6

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North C.n'ohn:i 28401
Phone:: [phone] • i=AX: [phone]
March 24, 2003
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Family Dollar
SW8 021225
New Hanover County, NC
TE 02007
Dear Linda:
MAR W2003
IVED
MAR 2 6 2003
In response to your correspondence dated February 27, 2003, we offer the following:
1. "No wetlands exist on site" has been noted no. 4.
2. Property line bearings and distances have been added to the plan.
3. Surface areas have been stated within plans.
4. A complete soils report has been provided with this submittal.
5. The vicinity map has been revised to show a major intersection.
6. The outlet structure detail has been added to the plans.
7. Site plan has been dimensioned.
8. An additional C3 sheet is provided and highlighted to delineate the drainage
area to the system.
9. We have revised the supplement and calculations with a design volume
required for the first two inches of runoff.
10. The break-point for the access drive has been relocated to minimize runoff
draining to Shipyard Boulevard.
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Charles D. Cazier, E. .
CDC:dcb
Enc.

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Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Mr. Jeffrey L. Zimmer, Administrator
Zimmer Commercial Properties, LLC
111 Princess Street
Wilmington, NC 28401
Dear Mr. Zimmer.
Alan W. Klimek, P.E., Director
Division of Water Quality
Wilmington Regional Office
February 27, 2003
Subject: REQUEST FORADDITIONAL INFORMATION
Stormwater Project No. SW8 021225
Family Dollar Shipyard Plaza -
New Hanover County
The Wilmington Regional Office received a Stormwater Management Permit Application
for Family Dollar Shipyard Plaza on December 20, 2002. A preliminary review of that
information has determined that the application is not complete. The following information is
needed to continue the stormwater review:
l . Please either delineate all wetlands on site, disturbed or undisturbed, or note on
the plans that none exist.
2. Please provide the property line bearings and distances on the plan.
3. Please report the surface areas at the bottom and storage elevations in the
calculations so that the volume provided can be verified.
4. Please provide a complete soils report which estimates the Seasonal High Water
Table elevation, and which shows the boring locations, and estimates the expected
infiltration rate.
5. Please add the nearest intersection of two major roads to a legible vicinity map. A
major road is any 1, 2 or 3 digit NC, US or interstate highway.
5. Please provide the outlet structure detail on the plans.
7. Please show all dimensions to include the bottom of the infiltration basin, the
parking areas, sidewalks and building.
8. Please delineate the drainage area to the proposed system.
9. Please report the actual amount of runoff that the basin will hold on the
supplement. This basin is intended to hold approximately twice the required
design storm, therefore, a vegetated filter will not be required.
10. Please relocate the drainage break of the access road closer to Shipyard
Boulevard. Currently, there is about 3,100 ftz of impervious area that is graded to
drain into Shipyard Boulevard, and will not be treated. There appears to be
sufficient grade to achieve this without undue hardship. VDW
NCDENR .
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-7748

Mr. Zimmer
February 27, 2003
Stormwater Project No. SW8 021225
---------------------------------------------------
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to March 27, 2003, 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,
Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSlSTORMWATIADDINFO12003102I225.FEB03
cc: Linda Lewis
Phil Tripp, P.E.

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___ _ _----------------- P. 3/3
048 MEMORYTX------- 9-7635631
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State ;f North Carolina
Department of Enviranment and Natural Resources
' Wilmingkon Regional Office
Michael F. Easley, Governor William G. Ross Jr., Secretary
FAX COVER SHEET
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Date: 31q It) No. of Pages:
To: From: �✓ c' a
FAX #: - #: 910-350-2004
REMARKS:
127 Cudlaal ,Drlve Txteoalon, WilminUf0n, N.C'I2R10&3045 Telephone [phone] Fox 010) 350.;004
An Equal Opport=14 Alllrmatiye Action Employer

TRIPP ENGINEERING, P.C.
419 Ch(e tnut titreet
Wilrilinglon, North Carolina 28401
1"11011e: (910) /63-5100 a VAN: [phone]
December 20, 2002
NCDENR
Division Water Quality
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Family Dollar - Lof 5 Sb,'ry 0-4 pb?'O
New Hanover County, NC r 1
TE 02007
Dear Linda:
RFCEIVIE
DEC 2 0 2ao2
y , BY:
Enclosed please find two (2) sets of plans, one (1) signed original and one (1) copy
of the application form with narrative, one (1) infiltration basin supplement, two (2) sets
of calculations, a soils report, and a check for the application fee.
Please review for approval and contact us with any questions, comments or if you
need additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
1
Charles D. Cazier, E.I.
CDC:dcb
Enc.
FOC