HomeMy WebLinkAboutSW8030504_CURRENT PERMIT_20031219STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�25
DOC TYPE
CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�(�� � d
YYYYMMDD
.OF WArF9 Michael F. Easley, Governor
�0� QG William G. Ross Jr., Secretary
v North Carolina Department of Environment and Natural Resources
> Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
December 19, 2003
Mr. Lawrence B. Levey, President
LRC Realty, Inc.
1585 Frederick Boulevard
Akron, OH 44320
Subject: Stormwater Permit No. SW8 030504
Jacksonville Walgreen's Store #07748
High Density Project
Onslow County
Dear Mr. Levey:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Jacksonville Walgreen's Store #07748 on December 11, 2003. Staff ..
review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 030504 dated December 11, 2003, for the construction of
the subject project.
This permit shall be effective from the date of issuance until December 19, 2013, and
shall be subject:to the conditions and limitations as specified therein. Please pay
special attention to the Operation and Maintenance requirements in this permit. Failure
to establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an 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 Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Linda Lewis, or me at (910) 395-3900.
Sincerely,
�C-V- -�
Rick Shiver
Water Quality Regional Supervisor
RSSlarl: S:1WQSISTORMWA-RPERMIT1030504.dec03
cc: Eric Frank, P.E., Rivers & Associates
City of Jacksonville Building Inspections
Linda Lewis
Wilmington Regional Office
Central Files
A
N. C. Division of Water Quality 127 Cardinal Drive Extension (910) 395-3900 Customer Service t
Wilmington Regional Office Wilmington, NC 28405 (910) 350-2004 Fax 1 800 623-7748 iNCDENR
State Stormwater Management Systems
Permit No. SW8 030504
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
Lawrence B. Levey, LRC Realty, Inc.
Walgreen's Store #07748
Onslow County
FOR THE
construction, operation and maintenance of a bio-retention area in compliance with the
provisions of 15A NCAC 2H A 000 (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 December 19, 2013, and
shall be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
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 runoff
from 57,015 square feet of newt impervious area will be treated by a bio-retention
system. Approximately 5,275 ft of existing built -upon area will drain into a flat -
grade perforated pipe and be infiltrated.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per the approved plans.
4. All stormwater collection and treatment systems must be located within the
property boundaries, 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 approved planting plan on sheet C5 must be followed in its entirety.
Page 2 of 8
State Stormwater Management Systems
Permit No. SW8 030504
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Jacksonville Walgreen's Store #07748
Application Date:
Receiving Stream/River Basin:
Stream Index Number:
Classification of Water Body:
Drainage Area, acres:
Onsite, ft :
Offsite, ft2:
Total Impervious Surfaces, ft2:
TSS removal efficiency:
Permitted Surface Area, ft2:
Permitted Storage Volume, ft3:
Temporary Storage Elevation, FMSL
Controlling Orifice:
SW 8 030504
Country Club Road & Western Blvd.
Jacksonville, Onslow County
Lawrence B. Levey, President
LRC Realty, Inc.
1585 Frederick Boulevard
Akron, OH 44320
December 11, 2003
UT Scales Creek 1 White Oak
W OK02 19-16-4
"SC HQW NSW"
1.8
1.8
0
57,015
85%
4,033 @Elevation 37
3,369
37.75
Bypass Weir set at 37.75
Page 3 of 8
State Stormwater Management Systems
Permit No. SW8 030504'
Il. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety, per the
approved plans, 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.
d. Replacement of the bio-retention vegetation and mulch as needed.
e. Immediate repair of eroded areas.
f. Maintenance of all slopes in accordance with approved plans and
specifications.
g. Debris removal and unclogging of bypass structure, weir, flow spreader,
catch basins and piping.
h. Access to the bypass 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 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.
9. 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.
Page 4 of 8
State Stormwater Management Systems
Permit No. SW8 030504
10. 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. Fill,ing in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. 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.
12. 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.
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.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and ,approval by the Director.
In the event of a change of ownership, 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 Division 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
Page 5 of 8
State Stormwater Management Systems
Permit No. SW8 030504 '
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 Qf the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
fling 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 19th day of December, 2003.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Alan W. Klimek, P.E Director
Division of Water Quality ;
By Authority of the Environmental Management Commission
Page 6 of 8
State Stormwater Management Systems
Permit No. SW8 030504
i
Jacksonville Walgreen's Store #07748
Stormwater Permit No. SW8 030504
Onslow County
Designer's Certification
I, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/.weekly/
full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
W
SEAL
Page 7 of 8
State Stormwater Management Systems
Permit No. SW8 030504,
Certification Requirements:
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. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
City of Jacksonville Building Inspections
Page 8 of 8
0
. ..,: .... .. : ,.:. ... . ,.. OFFICE USE ONLY ... :...::: ::... . : ..
Date Received
Fee Paid
Permit Number
S- -03
4ZD #77gl
1 SGuB 030Sc4.
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):
LRC Realty, -Inc.
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
President
3. Mailing Address for person listed in item 2 above:
1585 Frederick Blvd.
City: Akron State: OH Zip: 44.320
Telephone Number: 8
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
5. Location of Project (street address):
SW corner of U2stern Blvd. & Country Club Rd.
City: Jacksonville County: Onsl.ow
6. Directions to project (from nearest major intersection):
From th _ f
r,
miles to
Country Club Road
7. Latitude: N34°46.031' Longitude: W77°23.095' of project
8. Contact person who can answer questions about the project:
Name: _11wi.ght Yernelson. P.E. Telephone Number: (_ 252 ) 752-4135
II. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of 4
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number NA and its issue date (if known)_-
3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
_CAMA Major 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.
The stormwater will be collected in a bioretention cell. The "first flush"
will be treated with larger sterms bypassing the cell.
2. Stormwater runoff from this project drains to the White Oak River basin.
3. Total Project Area: 1.8 acres 4. Project Built Upon Area: 79.6 %
5. How many drainage areas does the project have? 1
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.
1{8asm;.Inf6rmati66" ' �roi�� '� ���� i
� nr°E Dtamage Areal'
Receiving Stream Name
UT to Scales CR
Receiving Stream Class
Sc 1I W NSW
Drainage Area
1.8 AC.
Existing Impervious* Area
'
Proposed Impervious;Area
1.43 AC.
°/6 Impervious' Area (total)
79.6
%Irriperviou .." rface' Areali G
+ 1,. �., ,. � DraiWe Area l,s�s
Si.rJ:Ii 'Id ;Drainage Area
On -site Buildings
14 560 SF
On -site Streets
NA
On -site Parking
45,790 SF
On -site Sidewalks
1940 S F
Other on -site
NA
Off -site
NA
Total: 62, 290 SF
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 3.99 Page 2 of 4
7. How was the off -site impervious area listed above derived?.
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 (919) 733-5083 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-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
Form SWU-101 Version 3.99 Page 3 of 4
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.
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• 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, 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)
VII. 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): Rivers and Associates, Inc.
Mailing Address: 107 East Second Street
City: Greenville
Phone: ( 252 ) 752-4135
VIII. APPLICANT'S CERTIFICATION
State: NC Zip:
27858
Fax: ( 252 1 752-3974
1, (print or type name of person Iisted in General Information, item 2) Lawrence. B. -LeVey
certify that the informationlincluded on this permit application form is, to the best of my knowledge, correct and
that the project will be co structed in conformance with the approved plans, that the required deed restrictions
and protective coverts will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000.1 %) _ J
4
Date:Az J
Form SWU-101 Version 3.99 Page 4 of 4
V
Jacksonville Walgreen's
Bioretention Area Maintenance Agreement
Bioretention is a water quality practice using plants and soils for the removal of
pollutants from stormwater runoff. The following are maintenance guidelines for
bioretention areas. RECEIVED
MAY 0.1 2003
I. Inspect monthly, or after every runoff -producing rainfall event: DWQ
PROD # SGo,?o30SG¢
i. Remove debris from the bioretention area
ii. Check and clear the piping of any obstructions.
iii. Check the area side slopes; remove trash, repair eroded areas before next
rainfall.
II. Quarterly
i. Inspect the collection system for proper functioning. Clear accumulated
trash from basin grates and basin bottoms, and check piping for
obstructions.
ii. Reseed grassed swales, including the vegetated filter if applicable, twice a
year as necessary. Repair eroded areas immediately.
III. Every 6 Months
i. Remove accumulated sediment from the bottom of the outlet structure.
ii. Remove any sediment build up in the bioretention area.
iii. Apply an alkaline substance, such as limestone. Testing of the pH of the
organic layer and soil should precede the limestone application to
determine the amount of limestone required.
IV. General
i. Mow the side slopes according to season. Maximum grass height will be
6".
ii. All components of the bioretention pond system must be kept in good
working order.
iii. Plant material upkeep includes addressing problems associated with
disease or insect infestations, replacing dead plant material and any
necessary pruning.
Jacksonville Walgreen's
V. Special Requirements
Keep records of all maintenance activity. Records shall be available for
DWQ or City of Jacksonville inspection upon request.
ii. Contact the City of Jacksonville and DWQ for approval before making
any modifications to the bioretention areas.
O tQA-�Q A 6. asp-- , hereby acknowledge that I am
financially responsible party for maintenance of this bioretention area. I will perform the
maintenance as outlineda-�ove, as part of the Certification of Compliance with
Stormwater Regulatipns received for this project.
Signature:
Date:
a Notary Public for the S to of
,
County of,,, t,) , do hereby certify that 4.w
personally appeared before rqe this 9 day of 2oc
and acknowl ge
the executi f the foe oing instrument. Witness my hand and
official seal,
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