HomeMy WebLinkAboutSW8070727_Current Permit_20210329ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretary
BR1AN WPENN
Director
March 29, 2021
NORTH CAROLINA
Environmental Quality
State Employees Credit Union
Attn: Mr. Jonathan Crane, SVP, Facilities Services
P. O. Box 26807
Raleigh, NC 27611
Subject: Renewed Permit
Stormwater Permit No. SW8 070727
State Employees' Credit Union — Myrtle Grove
High Density Project
New Hanover County
Dear Mr. Crane:
The Wilmington Regional Office received a complete 8 year Stormwater Management Permit Renewal
Application for the subject project on. The Division is hereby notifying you that permit SW8 070727 has been
renewed on March 29, 2021, and shall be effective until December 31, 2029. For your records, please find
enclosed a renewed, updated, and re -issued permit and a copy of the renewal application. Please keep this permit
on file at all times. Please note that the renewed, updated, and re -issued permit does not impose new or different
terms; it merely restates some of the previous terms to provide you with a better understanding of your obligations
under the permit.
The renewal and reissuance of this stormwater permit does not imply that the site is currently in compliance with
the terms and conditions of this state stormwater permit. The plans originally approved on January 25, 2008 and
most recently updated October 25, 2012, will remain in full force and effect in accordance with the regulations set
forth in Title 15A NCAC 2H.1000. This permit is issued in the original permittee's name and will be transferred
in a separate action after this issuance.
This permit is subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s), recordation of deed
restrictions, procedures for changes of ownership, transferring the permit, and renewing the permit. Failure to
establish an adequate system for operation and maintenance of the stormwater management system, to record
deed restrictions, to transfer the permit, or to renew the permit, 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 by filing a written petition with the Office of Administrative Hearings (OAH). The
written petition must conform to Chapter 150B of the North Carolina General Statutes, and must be filed with the
OAH within thirty (30) days of receipt of this permit. You should contact the OAH with all questions regarding
the filing fee (if a filing fee is required) and/or the details of the filing process at 6714 Mail Service Center,
Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com. Unless
such demands are made this permit shall be final and binding.
If you have any questions, need additional copies of the permit or approved plans, please contact Daniel Sams in
the Wilmington Regional Office, at (910) 796-7215 or dan.sams@ncdenr.gov.
Sincerely,
r Brian Wrenn, Direc or
Division of Energy, Mineral and Land Resources
Enclosures: Renewal Application Documents
DES\dan: \\\Stormwater\Permits & Projects\2007\070727 HD\2021 03 permit 070727
cc: Wilmington Regional Office Stormwater File
�� North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
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Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
910.796.7215
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
State Employees' Credit Union
SECU — Myrtle Grove
141 Sanders Rd., Wilmington, New Hanover County
FOR THE
construction, operation and maintenance of one (1) alternative design, 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
Energy, Mineral and Land Resources (hereafter referred to as the Division or DEMLR)
and considered a part of this permit.
This permit shall be effective from the date of issuance until December 31, 2029, 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 in Section 1.7 of this permit. The stormwater control has been
designed to handle the runoff from 171,189 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Sections 1.2
and 1.7 of this permit, and per approved plans. The built -upon area for the future
development is limited to 100,889 square feet.
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.
State Stormwater Management Systems
Permit No. SW8 070727
6. Per section .1008 (h) of the stormwater rules, the alternative design basin
provides excess storage volume for 2.5 times the design storm of 1.5 inches and
will infiltrate the volume within 5 days using one half the infiltration rate found in
the soils report. Therefore, the basin may be operated without an ofFline bypass
or a level spreader / vegetated filter strip. The deep parts of the wet detention
pond will be filled with sand in order to construct a level basin bottom elevation.
7. The following design criteria have been permitted for the infiltration basin and
must be provided and maintained at design condition:
a. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Basin Depth, feet:
e. Bottom Elevation, FMSL:
f. Bottom Surface Area, ft2:
gg Bypass Weir Elevation, FMSL:
h. Permitted Storage Volume, ft3:
i. Type of Soil:
Expected Infiltration Rate, in/hr:
Seasonal High Water Table, FMSL:
I. Time to Draw Down, hours:
M. Receiving Stream/River Basin:
n. Stream Index Number:
o. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
5.24
228,254
None
171,189
3.75 (no VFS/offline bypass)
5
33.0
10,870
37.64
70,000
Kureb
16.0
31.0
8.0
Mott Creek / Cape Fear
18-82
" C• SW'
1. The stormwater management system shall be constructed in its 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 the design
condition. 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 bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path 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 DEMLR. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
Page 2 of 5
State Stormwater Management Systems
Permit No. SW8 070727
5. 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.
6. 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.
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. Access to the stormwater facilities shall be maintained via appropriate recorded
easements at all times.
9. No person or entity, including the permittee, shall alter any component shown in
the approved plans and specifications. Prior to the construction of any
modification to the approved plans, the permittee shall submit to the Director,
and shall have received approval for modified plans, specifications, and
calculations including, but not limited to, those listed below. For changes to the
project or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate
DEQ regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of
size including the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage
area.
C. Further development, subdivision, acquisition, lease or sale of any, all or
part of the project and/or property area as reported in the approved plans
and specifications.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Altering, modifying, removing, relocating, redirecting, regrading, or resizing
of any component of the approved SCM(s), the stormwater collection
system and/or vegetative conveyance shown on the approved plan.
f. The construction of any permeable pavement, #57 stone area, public
trails, or landscaping material to be considered a permeable surface that
were not included in the approved plans and specifications.
g. Other modifications as determined by the Director.
10. Prior to the construction of any permitted future areas shown on the approved
plans, the permittee shall submit final site layout and grading plans to the
Division for approval.
11. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times. At the time the permit is transferred to a new owner,
the permittee shall forward the approved plans to the new owner.
12. 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.
Page 3of5
State Stormwater Management Systems
Permit No. SW8 070727
III. GENERAL CONDITIONS
Current Permittee Name or Address Changes: The permittee shall submit a
completed "Permit Information Update A lication Form" (available on the
Division website) tote Division within 30 days to making any one or more of the
following changes:
a. A name change of the current permittee;
b. A name change of the project;
c. A mailing add-ress change of the permittee;
2. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
"Permit Transfer Application Form" (available on the Division website)
accompanied by the required fee and supporting documentation as listed on the
form, to the Division at least 60 days prior to any one or more of the following
events:
a. The sale or conveyance of the project area in whole or in part, except in
the case of an individual lot sale that is made subject to the recorder deed
restrictions and protective convenants;
b. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS
55-14-05 or NCGS 57D-6-07 and 08;
C. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121.
3. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the
project in whole or in part, nor the conveyance of common area to a third party
constitutes an approved transfer of the stormwater permit.
4. Any individual or entity found to be in noncompliance with the provisions of this
stormwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in NCGS 143 Article 21.
5. 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) having jurisdiction.
6. In the event that the facilities fail to perform satisfactorily, 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.
7. The permittee grants DEQ Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
8. The permit remains in force and effect until modified, revoked, terminated or
renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re -
issuance or termination does not stay any permit condition.
9. 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.
10. A permit renewal request must be submitted at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
application, documentation, and the processing fee as outlined in Title 15A NCAC
02H.1045(3).
Page 4 of 5
State Stormwater Management Systems
Permit No. SW8 070727
Permit renewed this the 29th day of March 2021.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of EnerggyWrneral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5
DEMLR USE ONLY
Date Re ived
Fee Paid
Permit Number
3111 a
s
NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT RENEWAL APPLICATION FORM
In accordance with 15A NCAC 2H.1045(3). the current permitholdershall renew their high density permit 180 days
prior to its expiration. Renewed permits are valid for a period of 8 years pc -Session Law 2011=398 (SS 781)
Section 60. (c). This application form is for permit renewals only.
A. PROJECT INFORMATION
1- State Stormwater Permit Number: SW8070727
2. Project name: STATE EMPLOYEES CREDIT UNION MYRTLE GROVE OFFICE
3. Project street address: 141 SANDERS ROAD
City: WILMINGTON County: NEW HANOVER
ZIP: 28412
4. What, if any, changes have been made to the project as permitted? NONE
If the project has changed from the original approved plans, please complete SWU-101 fora Major
Modification or Minor Modification Application form available at: hfps://deg.nc.aov/about/divisions/eneray-
mineral-land-resources/energy-mineral-land-rules/stormwater-prog ram/post-construction.
B. PERMITTEE INFORMATION
!f changes to the permittee or project name have been made, please complete either the Permit Update form
or the Permit Transfer form available at. https://deg.nc.gov/about/divisions/energy-mineral-land-
resources/energy-mineral-land-rules/stormwater-program/post-construction. State StormwaterPermits do not
automatically transfer with the sale of the property.
1. Current Permit Holder's Company Name/Organization: STATE EMPLOYEES' CREDIT UNION
2. Signing Official's Name: JONATHAN CRANE
3. Signing Official's Title: SVP, FACILITIES SERVICES
4. Mailing Address: P.O. BOX 26807
City: RALEIGH State: NC ZIP: 27611
5. Street Address: 4401 CREEDMOOR ROAD
City: RALEIGH State: NC ZIP: 27612
6. Phone: 9( 19) 856-3340 Email: FACILITIESSERVICES(MNCSECU.ORG
EIIV
EC
MAR 19 2021
BY:
Stormwater Permit Renewal Form Page 1 of 3 May 11, 2018
C. SUBMITTAL REQUIREMENTS
Submit the application package to the appropriate DEMLR Regional Office (Coastal, SA Waters) or DEMLR
Central Office (Urbanizing Areas Ph 2, USMP, Non -Coastal HQW/ORM. Only applications packages that
include all required items listed below will be accepted and reviewed.
Initial each item below to indicate that the required information is provided in the application package:
JC 1. A permit application processing fee of $505.00 payable to NCDEQ.
JC 2. One original signed hard copy and one electronic copy of this completed form. The signing official
named on this application to represent the current permittee must meet one of the following:
a. Corporation — a principle executive officer of at least the level of vice-president;
b. Limited Liability Company (LLC) — a manager or company official as those terms are defined
in G.S. 57D "North Carolina Limited Liability Company Act;"
c. Public Entity — a principal executive officer, ranking official, or other duly authorized employee;
d. Partnership or limited partnership — the general partner;
e. Sole proprietor; or
f. Letter of authorization signed by one of the signatories noted in a — e above authorizing the
signature of another entity.
JC 3. One hard copy and one electronic copy of recorded documents required by the original permit that have
not yet been received by DEMLR, including: deed restrictions, protective covenants,
condominium/planned community declaration and easements. If the project has been built, include
documentation that the maximum BUA per lot or maximum total BUA has not been exceeded. If
the project has not been built, include a signed agreement that the final recorded deed restrictions
and protective covenants will be submitted at a later date.
JC 4. O&M Agreements, Please select one:
® 1 have a copy of the current recorded O&M Agreement for all SCMs, and I will continue to
keep this on file with the permit; or
❑ I do not have a copy of the current recorded O&M Agreement for all SCMs and am
requesting a copy be sent to me. I agree to keep this on file with the permit.
JC 5. Designer Certifications, Please select one:
® A copy of the certification(s) confirming that the project was built in accordance with the
approved plans have been previously provided to the Division; or
❑ A copy of the certification(s) confirming that the project was built in accordance with the
approved plans are enclosed; or
❑ The project has not yet been built.
N/A 6. [IF APPLICABLE] If the project has been built, one original hard copy and one electronic copy of a
signed, sealed, and dated letter from a licensed professional stating that the SCMs have been
inspected, and that they have been built and maintained in accordance with the permit.
N/A 7. [IF APPLICABLE] When the permittee is a corporation or a limited liability corporation (LLC): Provide
one hard copy and one electronic copy of documentation from the NC Secretary of State, or other
official documentation, which supports the titles and positions held by the persons listed in Section
C.2 per 15A NCAC 2H. 1043(3)(b).
https://www.sosnc.00v/online services/search/by title/ Business Registration
Aq EC=N
MAR 19 2021
BY•-
Stormwater Permit Renewal Application Form Page 2 of 3 May 11, 2018
D. PERMITTEE'S CERTIFICATION
J0y/-4TN.4�J N44 E the person legally responsible for the permit, certify that I have
a copy of the Permit and O&M Agreement on site (or I will obtain a copy and it will be kept on site), that I am
responsible for the performance of the maintenance procedures, and the site has been and will be maintained
according to the O&M Agreement and approved plans. I agree to notify DEMLR of any problems with the SCMs
or built -upon area and to submit the proper forms to modify or transfer the permit prior to any changes to the
project, SCMs, or ownership. All information provided on this permit renewal application is, to the best of my
knowledge, correct and complete.
Signature: Date: 03 z
NOTARIZATION:
I, J05EAW , a Notary Public for the State of
IV&ar14 County of do hereby certify
that 0,., R rh A M 62A.JE personally appeared before me
this the i ar day of M.carzcm , 20 Z t , and acknowledge the due
execution of the forgoing instrument. Witness my hand and official seal,
(Notary Seal)
Notary Signature:
My commission expires �'i �S 120 Z 3
Is t
9� !�UBL1C�vo
�0U4�6'�:0'��
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.*-I Cr.
BY:
Stormwater Pen -nit Renewal Application Form Page 3 of 3 May 11, 2018
DWQ IJSE C1hT1Y
Date Received
Fee Paid
Permit Number
-S-
Sb- 00- /f 3
SW 8 d 7,A 7 2-
Applicable Rules:
(select all that apply)
❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management PIan
❑ Other WQ Mgmt Plan:
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. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
SECU Mvrtle Grove Modification
2. Location of Project (street address):
141 Sanders Road
City:Wilmington County:New Hanover Zip:28412
3. Directions to project (from nearest major intersection):
800' west of the intersection of US Hwy. 421 and SR 1187
4. Latitude:34* 7 33" N Longitude:770 54' 07" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): []New ZModification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 070727 , its issue date (if known)Tanuary 25, 2008 ,and the status of
construction: ❑Not Started ❑Partially Completed* ® Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ❑Sedimentation/Erosion Control: _
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
ac of Disturbed Area
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
�IECF vVE
OCT 01 2012
BY: --
Form SW-101 Version 07Jun2010 Page 1 of 6
III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization State Employees' Credit Union
Signing Official & Title:Bobby Hall, Executive Vice President
b. Contact information for person listed in item la above:
Street Adc�3+ m: I- 0�-i i ► I r►'l �% ,qf wi
City:,
State:. F-e -(":
Mailing Address (if applicable).P.O. Box 27685
City:Italei& State:NC Zip:27611
Phone: (91(9 )_839,5000 Fax: ( C�e
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City: State- Zip:
Phone: ( ) Fax: ( )
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:Dale Hyatt, PE, McKim & Creed. Inc.
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:1730 Varsity, Drive
Ciity:Raleigh State:NC Zip:27606
Phone: (919 ) 233-8091 Fax: (919 ) 233-8031
Email:dhyatt@mckimcreed.com
4. Local jurisdiction for building permits: New Hanover Coun
Point of Contact:Planning and Inspections Phone #:.(910 ) 798-7165
ECEIVE
Form SWU-101 Version 07Jun2010 Page 2 of 6 SEP 0 5 2012
BY: --
—
IV. PROJECT INFORMATION
1, In the space provided below, briefly summarize how the stormwater runoff will be treated.
The.existing approved (06MQ70727) wet detention pond will be converted to an infiltration basin to treat
stormwater runoff.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 8.22 acres
5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area*:5.24 acres
Total project area shall be calculated to exclude the follourbag; the normal vp0000l of inz untied structures, the area
between the banks of strearns mid rivers, the area below the rural Hi h Water. (N� line or Mean High Water
(NIHV1rJ tine, and coastal rtlands landward front the NT�1�V (or MHIj Iine; The resultant project area is used #o
calculate overall percent built upon area (BLIA). Non -coastal weilands landward of the NHW (or MhiV1I1 line may
be included in the total project area..
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 75 %
9. How many drainage areas does the project have?l (For high density, count 1 for each proposed engineered
stormwater BMA For Iow density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1 ,
DrainaV Area
Drainage Area
Drainage Area
Receiving Stream Name
Mott Creek
Stream Class *
C SW
Stream Index Number *
18-82
Total Drainage Area (sf)
228,254
On -site Drainage Area (sf)
228,254
Off -site Drainage Area (sf)
N/A
Proposed Impervious Area** s
171,189
% Impervious Area* total
75%
Impervious" Surface Area
Drains Area 1
Drains Area _
Drains Area _
Drains a Area _
On -site Buildings/Lots (sf)
9,700
On -site Streets (sf)
N/A
On -site Parking (sf)
54,100
F G
E I V iLe7
On -site Sidewalks (sf)
6,500
Other on -site so
N/A
Future (sf)
100,889
Off -site (so
N/A
BY: —
Existing BUA*** (sf)
Total (sf):
171,189
* Stream Class and Index Number can be determined at. httgY&ortai.nedettr.org&mblwos/csu/classificatiotts
" 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 07Jun2010 Page 3 of 6
***Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
11. How was the off -site impervious area listed above determined? Provide documentation..
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from ttW.IIvortaLuc- d+err.mt/vwebl*aIwsIsulbmro- ianua1.
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. A detailed application instruction sheet and BMP
checklists are available from http://RortaI.ncdenr.org/web/yA ws/su/statesw/forms_docs. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at hUR:/IRortal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that d_w follow# sea red inf ormatiou,3aave in'ezt p3rov ed by irufialing. in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from htxpl/pal node:org;(tyeb//'ws/su/'&ts%skv/_fornas tiocs:
Initial.
1. Original and one copy of the S6ormwater Management Permit Application Form. �/
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BUT...
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
hft://www.myheIR.org/ga=/onesMNRress.htnd for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1. /
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the ✓
receiving stream drains to class SA waters within lh mile of the site boundary, include the 1h
mile radius on the map. ✓
7. Sealed, signed and dated calculations.
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tid
waters, and any coastal wetlands landward of the MHW or NHW lines. V ICE
• Delineate the vegetated buffer landward from the normal pool elevation of impo-dnded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters. S�P 0 5 2012
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations,
Form SWU-1 01 Version 07Jun2010 Page 4 of 6
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required). /
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify ✓
elevations in addition to depths) as well as a map of the boring locations with the%existitig
elevations and boring logs. Include an &Vxll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verifij the SHWT prior
to submittal, (910) 796-7378.) /
10. A copy of the most current property deed. Deed book: 5057 Page No: 478482
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The
corporation. or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the ap licatrnn will be returned.
h9R //www,secretary.state ncus j or(CSearch:aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded ,prior to the sale of any lot, If .lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot:size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants farms can be downloaded from
hitp.// rtal.ncdenr.org/web/wyt /ws/su/statesw/forests does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, 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 NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Dale Hyatt, PE
Consulting Firm: McKim & Creed, Inc.
Mailing Address:1730 Varsity Drive, Suite 500
City:Raleigh State -NC Zip:27606
Phone: (919 ) 233-8091 Fax: (919 } 233-8031
Email:dhyatt@mckimereed.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 lias been filled out, complete t)tis
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Inf ntation, item 1a) with (print or type name of organization listed in
Contact Infonnation, item Ia) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
y-
_$ Sep p 5 2012
Form SWU-101 Version 07Jun2010 Page 5 of 6
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: bate
a Notary Public for the State of County of
do hereby certify that personally appeared
before me this _ day of , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type nano of person listed in Contact Information, iteni 1a) Bomy Hail
certify that the information included on this permit application form is, to the beat 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, pnd that the proposed project complies with the. requirements of the
applicable stormwa u and 5 N. C 2H .1000, SL 2006-246 (Ph. II -Post Construction) or SL 2008-211.
Signature: , • tt Date: L)'(1--,
C�LA�& AVl V\ W LCt U e- (_ , a NotarycPublic for the State of N County of
L&) �' .K 2 , do hereby certify that - J HeO k personally appeared
before me this day of Lt 5'E knowledge the due executi n of the application for
a stormwater permit. Witness my hand and official seal,
Form SWU-101 Version 07Jun2010
LA+k b9—kwj W e4 v t-- f
SEAL
My commission expires / JOI), l q a
ESE;V
SFP 0 5 2012
Page 6 of 6�"-
Permit No. Sw $ a ? ® 7 2
(to be provided by DW()
��pp WA7F9QG
*A STORMWATER MANAGEMENT PERMIT APPLICATION FORM a
IiiiMM 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
L PROJECT INFORMATION
Project Name SECU Myrtle Grove Modification
Contact Person Dale Hyatt
Phone Number (919) 233-8091
Date 28-Sep-12
Drainage Area Number DA#1
tI. DESIGN INFORMATION
Site Characteristics
Drainage area
228,254.00
ft
Impervious area
171,189.00
f?
►��"i:i"'►°°rp°,,
Percent impervious
75.00
%
•.�� \A C A � °°•,,�
Design rainfall depth
3.75
in
,•°� , •,,
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
381 in
623 in/hr
000 felsec
0.00 ft3lsec
0.00 ft3isec
51,713.00 ft3
70,000,00 ft3 OK for non -SA waters
u�l
ft3
ft3
ft3
ft3
Kureb Sandy Loam
1600 in/hr
3100 fmsl
0.33
days OK
3.00
:1 OK
33.00
fmsl OK
37.64
fmsl
18,250.00
ft
38.00
fmsl
176.00 It
75.00 ft
10,870.00 le
O37 /
. ,+
Form SW401-Infiltration Basin-Rev.5 11Apr2011 Parts I. & II. Design Summary, Page 1 of 2
Permit
5'W8 070V7
(to be provided by DWG)
Additional Information
Maximum runoff to each inlet to the basin?
Length of vegetative filter for overflow
Distance to structure
Distance from surface waters
Distance from water supply well(s)
Separation from impervious soil layer
Naturally occuring soil above shwt
Bottom covered with 4-in of clean sand?
Proposed drainage easement provided?
Capures all runoff at ultimate build -out?
Bypass provided for larger storms?
Pretreatment device provided
5.70
ac-in
0.00
ft
15.00
ft
30.00
ft
100.00•
ft
2.00
ft
1-00
ft
Y
(Y or N)
Maximum of 2 acre -inches allowed
Filter is too short, must be > 30-ft
OK
OK for non -SA waters
OK
OK
OK
OK
Y (Y or N) OK
Y (Y or N) OK
_N _ (Y or N) Must provide bypass for larger flows
YES, Rip -rap energy dissipator forebay
Form SW401-infiltration Basin-Rev.5 11Apr2011 Parts I. & II. Design Summary, Page 2 of 2
Permit No.'50V 5707 Zi
(to be provided by OWQ)
Q(. REQUIU 3 ITF AS CFfECKUST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initials
Sheet No.
0 /
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
Basin dimensions,
- Pretreatment system,
High flow bypass system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
Overflow device, and
Boundaries of drainage easement.
00"L
2. Partial plan (1" = 30' or larger) and details for the infiltration basin showing:
- Bypass structure,
- Maintenance access,
- Basin bottom dimensions,
- Basin cross-section with benchmark for sediment cleanout,
Flow distribution detail for inflow,
Vegetated filter, and
Pretreatment device.
3. Section view of the infiltration basin (1" = 20' or larger) showing:
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. A table of elevations, areas, incremental volumes & accumulated volumes to verify the volume provided.
5. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. The
results of the soils report must be verified in the field by DWQ, by completing &'submitting the soils
investigation request form. County soil maps are not an acceptable source of soils information.
wO Z
6. A construction sequence that shows how the infitiration basin will be protected from sediment until the
entire drainage area is stabilized.
7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required).
Form SW401-Infiltration Basin-Rev.4 Page 1 of 1 Part III. Required Items Checklist, Page 1 of 1
Permit Number: sad
(to be provided by DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
- The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1..5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate the problenr
The entire BMP
Trash/debris is present.
Remove the trash debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer a lication.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
.T =
x
Form SW401-Infiltration Basin O&M-Rev.3 SEP o 5 2Q)Pa e'ji of 3
g .,
BY:
BMP element:
Potentialproblem:
How I will remediate the problenr.
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying.
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive re air.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is dame ed
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1716.
S,p 0 5 20V
Form SW401-Infiltration Basin O&M-Rev.3 BY; Pa¢e_2-of£ --
Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system of responsible party.
Project name:SECU M�rtie Grove Stormwater BMP Iyrvv+ements
BMP drainage area number:1
Print name.Bobby Hall
Title:Executive Vice President
Address.P.O., Box 275$5 Raleigh, NC 27611
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.
I, U��/l 1A 0 V1 IA)f- a v-e C , a Notary Public for the State of
1[ C— , County of Wa K,e-- , do hereby certify that
-} . S - �ACL L � personally appeared before me this -30
day of � �u 5+— , `�y l 2 , and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
%C.
SEAL
My commission expires NUU - 1910 C; PV [ a
Form SW401-Infiltration Basin O&M-Rev.3
SEP 0 5 2012
�r
BY. Page 3 of 3
5
20' 0 20' 40'
(Horiz.)
5:23 e4! Yid,
biz o
tea._ �• � __ae*
ECEIVE
OCT 01 2012
BY..
State Stormwater Management Systems
Permit No. SW8 070727
State Employees, Credit Union - Myrtle Grove Office -NKT #06003 & 09009
Stormwater Permit No. SW8 070727
New Hanover Countv
Designer's Certification
I, John A. Kuske, III, P.E. , 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,
State Employees' Credit Union - Myrtle Grove Office
(project)
for State Employees' Credit Union (Project Owner) hereby state that, to the
best of my abilities, due care and difigence 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 scecification:
0 •
m�
Signature
Registration NunVer d
Date ►s
4,
M
Page 6 of 7
SEAL
FMCPIXVMn
BY:
DEC 17 2009
State Stormwater Management Systems
Permit No. SW8 070727
Certification Requirements:
.1.
The drainage area to the system contains approximately the permitted
acreage.
,t 1g2.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
,�Qq3.
All the built -upon area associated with the project is graded such that the
runoff drains to the system,
All roof drains are located such that the runoff is directed into the system.
5.
The outiet/bypass structure elevations are per the approved plan.
The outlet structure is located per the approved plans.
7.
Trash rack is provided on the outlet/bypass structure.
All slopes are grassed with permanent vegetation.
119-0.
Vegetated slopes are no steeper than 3:1.
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.
Required drawdown devices. are correctly sized per the approved plans.
3.
All required design depths are provided.
040A_
All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
�,,�,
O &
The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
New Hanover County Building Inspections
David Kaiser, RLA, ASLA, LEED AP / O'Brien Atkins Associates, P.A.
JAKI11/asn
06003 & 09009 1 azo-as-s-sw-cert.
Page 7 of 7
Burd, Tina J
From: Burd, Tina J
Sent: Wednesday, March 24, 2021 2:05 PM
To: facilitiesservices@ncsecu.org
Subject: SW8 070727 - State Employees' Credit Union - Myrtle Grove Office
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Siormwater Permit Renewal Application and $505.00 fee for the subject project on March 19, 2021. The project has
been assigned to Dan Sams and you will be notified if additional information is needed.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone 910-796-7215
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
DE
rc,,-,Po rdeiice tc anci . n 4ir
Website: http://deg.nc.gov/about divisions/energy-mineral-land-resources/stormwaL r
Based on the current guidance to minimize the spread of COVID-i9, the Departmeat of Environmental. Quality has adjusted
operations to protect the health and safety of the staff and public. Many employees are working remotely or are on staggered
shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to appointments only. PlerFse
check ,with the appropriate staff before visiting our offices, as we may by able to handle your requests by phone or email. W-
appreciate your patience as we continue to serve the public during this challenging time.
Non -Transfer Application Completeness Review Checklist -Short Version
Project Name: r__ L `J� l`{t P.T LC �t3 �tr Date Delivered to WIRO: 3 (y �p -24
Project County/Location: }-� q ,�� C p g SIMS Received;' Accepted Date.
r -
BIMS Acknowledged Date cx ,�
Permit Action: New LJNot located In the EL'• of the yellowing dehgated and New Permit
functioning programs:
NHC: Carolina Beacn / Kure Beach / Wilmington / Wrightsville Beach
Bruns: Leland / Navassa l?) / Oak island
Cart: Emerald Isle Onsl::acksonviile
Pend: Surf City
Major mor• / Minor Maid % xe� .
Permit Type: r'`erl:D;,7 LD / Loy Overaii / HD &LD Cui bo
General Permit / Ofrslte / Exempt
Development Type. Commifbba l Reslaenual Cliher
Subdivided?: `Subdivision or ngle Loz`—,
Rule(s)' F-12017 Coasts+ F-12.008 Coastal
❑Phase If ❑universal.
Permittee Type & Documents Needed:
Property Owner(s) Purchaser
Viable? Viable?
Deed QPurchase ARmt
Subdivided: Deed
Common Area Deed
Paperwork
LJ1995 Coastal
E11988 Coastal
0 Lessee
=Viable?
Lease
(aUjsting Pkermit#: ,f �3i�/ a 707'Z7
Expriation Date3'
FlCNfsite to SW8:
DIs Lot ID'ed in Master Permit?
MHOA
Viable?
Election Mrnutes
ElAppiication e: E S05 [within 6mo) Check#(s); gS21 7 EJNo Fee
.Rbe
Supplement (1 new form or far older forms' 1 originol per SCM)
EIO&M�
Soils Report (Infil or PP)
Calculations (signed/sealed)
Deed Restrictions, if subdivrded2
Project Narrative
L_JUSGS Map (or on file?) Subject to SA?: Y / N Subject to ORW?: Y / N
Plans (2 Sets)
MPE Certification
Electronic Conies
ElEasements. Recorded (2017 Rules)
NOTES:
Enter BIMS Acknowledged "a.e on this -Sheet
2For New Projects -Enter New Permit # on Supplements & Deed Restiction Temoiates.
3if w!in 6 months and thev are requesting a mod. STOP. Needs a renewal first.
:`MAILED ENGINEER DATE: _ Comments,
REVIEWER NAME: J.
�-
0 C:W4\\\ReFerenre Library\ProcedureslChecklis[:\Completeness Review &,ec+�+rsr 20200131
= Developer
=Viable?
A
9
I
State Emplovees' Credit Union
Services
RECEIVED
March 8, 2021
MAR 19 2021
NCDEQ
NC Department of Environmental Quality WILMINGTON RO
127 Cardinal Drive Extension
Wilmington, NC 28405
To Whom It May Concern:
Enclosed is the Stormwater Permit Renewal Application Permit Number SW8O70727 for the
SCM located at:
SECU
141 Sanders Road
Wilmington, NC 28412
A Cashiers Check is also enclosed in the amount of $505.00 for the renewal.
Please let me know if you need any additional information.
Sincerely,
P"t 9, 450-w
John F. Elliott
SECU Facilities Management
919-839-8011
j elli ott(d),ncs ecu. org
SCM Inspection and Maintenance Certification #3025
K UM
ih NxM GrWw�CapN�►Ea.n�ae�wlul
�alw EV�aC
M wpa�YlA�pmrol4edtlC w+-= t+�l
CrnAwtSmm�rMSGt M-s_re rtdlYr:Nrypr N=rs•.�rx:-
Ce YfraeanMnM+ &'75 Y^r+F Fi
E C E I V
MAR 19 2021
BY:
4401 Creedmoor Road. ' P.O. Box 26807 • Raleigh, NC 27611-6807 • 919-856-3340
"Equal Employment/Affirmative Action Employer, M/F/DisabilioWeteran"