SW7120510_HISTORICAL FILE_20200123

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
DOC DATE%
_
YYYYMM D D

ELLIOTT, JOHN
From: David Criser <[e-mail]>
Sent: Wednesday, January 8, 2020 2:23 PM
To: ELLIOTT, JOHN
Subject: RE: [External] SECU - Grantsboro
Attachments: 8060 SECU Grantsboro Stormwater Inspection Report 12.12.19.pdf; SSW-Permit-
Renewal-Application-Form-20180517_FINAL (1) R1 01.08.20.docx
John,
Attached is the document we have so far. We figured that Jamie Applequist would be signing it and his title is Executive
Vice -President. If this is not correct it needs to be modified in Section B.
The document needs to be signed and initialed.
Section C: 2WEVED JAN 2 3 200
1. Include check.
2. Suggest some documentation confirming Mr. Applequist's title and authority be included in possible.
3. This should be Not Applicable as we would think all documents have already been submitted at this point.
4. 0&M Agreements; We do not have one in our files, but hopefully SECU has a copy. If not then you can ask for a
copy to be sent to you.
5. Designer Certifications: We do not have a copy of the final certification in our files. Hopefully, this was
previously submitted (this would be the first selection). If you do not know we can contact Roger Thorpe at the
DEQ office and ask him.
6. You should be able to submit the attached Inspection Report we completed in December 2019 for his item.
7. SECU is a Non -Profit Corporation and as such may not be required to provide this information, but we suggest
you include some documentation. We checked the Secretary of State's website and the officers are not
listed. Maybe you have some internal document you can provide.
Let me know if you need additional assistance.
Thanks,
ARDURRA
COIL AVOA AT[. INNOVA[[. CRE A[F.
David E. Criser, PE, LEED AP BD+C
Ardurra Group North Carolina
Practice Director— Structural Services
[e-mail]
O: 910-397-2929
D: 910-239-2509
M: 910-297-4989
3809 Peachtree Avenue, Suite 102
Wilmington, NC 28403
www.ardurra.corn

� A&
�+Lie
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder
Governor Acting Director
July 5, 2013
Mr. Bobby Hall, Senior Exec. Vice President
State Employees Credit Union
1000 Wade Avenue
Raleigh, NC 27605
Dear Mr. Hall:
John E. Skvarla, III
Secretary
Subject: COMPLIANCE EVALUATION INSPECTION
State Employees Credit Union
SECU - Grantsboro
Construction Stormwater Permit — NCGO 10000
Pamlico County
On July 3, 2013, Samir Dumpor and Roger Thorpe from the Washington Regional
Office of the Division of Water Quality, conducted a site inspection for the tract/project
known as SECU -- Grantsboro, located along Hwy 55 in Grantsboro, Pamlico County,
North Carolina. The site visit and file review revealed that the subject project has an
approved Erosion and Sedimentation Control Plan and is covered by Stormwater General
Permit NCGO10000.
A Construction Stormwater General Permit (NCGO10000) is issued upon the
approval of an Erosion and Sedimentation Control Plan. This permit applies to projects
that receive a Division of Land Resources (DLR) (or local delegated program) Erosion
and Sedimentation Control Plan for land disturbance of 1 acre or greater. Specifically,
the General Permit (NCGO10000) authorizes the discharge of Stormwater under the
National Pollutant Discharge Elimination System (NPDES) in accordance with Title 15A
North Carolina Administrative Code 2H.0100.
Accordingly, the following observations were noted during the Division of Water
Quality inspection:
1) Approved Plan (Part I, Section A: No. 2.)
During the inspection, a copy of the approved Erosion and Sediment Control Plan was on
site and available for review.
es ■ No
2) Rain Gauge (Part 1. Section B. No. 1.)
AA rare was observed on the site at the time of inspection
es ■ No
N. C. Division of Water Quality
Washington Regional Office
943 Washington Square mall, Washington, NO 27889
Phone: (252) 94M481 1 FAX: [phone] One
Customer Service: 1-877-623-6748 North Carolina
Internet www.ncwaterquality.org ;Vaturatty
An Equal Opportunity 4 Affirmative Action Employer

3) Rain Gauge Data (Part I. Section B. No. 1.)
Rain gauge data, measured daily, was recorded and available for review.
es ■ No
4) Minimum Monitoring and Record Keeping (Part I. Section B. No. 3)
Inspection records of erosion & sedimentation control measures and stormwater
discharge outfalls, collected weekly and after every half -inch or greater rain event, were
recorded and available for review.
es ■ No
DWQ site inspection revealed that the project is in substantial compliance with the
approved permit.
Thank you for your assistance and cooperation during this inspection. Please be advised
that violations of the NPDES Stormwater General Permit may be subject to a civil
penalty assessment of up to $25,000.00 per day for each violation. If you have any
questions, comments, or need assistance with understanding any aspect of your permit,
please do not hesitate to contact me at [phone].
Sincerely,
Samir Dumpor
Surface Water. Protection Section
cc: i/ WaRO — Water Quality
Niki Maher— Wetlands, Buffers, Stormwater Compliance & Permits Unit
Water Quality Central Files

I
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E. Dee Freeman
Governor Director Secretary
June 19, 2012
Mr. Bobby Hall, Senior Exec. Vice President
State Employees Credit Union
1000 Wade Avenue
Raleigh, NC 27605
Subject: Stormwater Permit No. SW7120510
SECU - Grantsboro
High Density Project
Pamlico County
Dear Mr. Hall:
The Washington Regional Office received a complete Stormwater Management Permit
Application for SECU - Murfreesboro on May 16, 2012, a revised application on May 25, 2012
and additional information on June 18, 2012. Staff review of the plans and specifications has
determined that the project, as proposed, will comply with the Stormwater Regulations set forth
in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are forwarding Permit No.
SW7120510 dated June 19, 2012 for the construction of the subject project.
This permit shall be effective from the date of issuance until June 19, 2020 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, 6714 Mail Service Center, Raleigh, NC 27699-6714. 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 Samir Dumpor, or me at [phone].
incer y,
X ge .---
Regional Supervisor.
Surface Water Protection Section
AHI sd: K:1SD1Permits WetiandsISW7120510
cc: Patty Hilburn, PLS, Pabst & Hilburn, PA (911 Paverstone Drive, Suite E, Raleigh,
NC 27615)
Pamlico County Building Inspections
,ANashington Regional Office
North Carolina Division of Water Quality Internet: www,ncwaterduality.org
943 Washington Square Mall Phone: [phone] One
Washington, NC27889 FAX [phone]t5 NorthCarohna
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper NIA1494

State Stormwater Management Systems
Permit No. SW7120510
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
State Employees Credit Union
SECU - Grantsboro
Pamlico County
FOR THE
construction, operation and maintenance of one Wetland Basin, in compliance with the
provisions of Session Law 2008-211 and 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 June 19, 2020, 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.
3. The tract will be limited to the amount of built -upon area indicated in Section I. 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.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all perennial and intermittent surface waters.
7. The following design criteria have been provided in the Wetland Basins and must
Page 2 of 7

State Stormwater Management Systems t
Permit No. SW7120510
be maintained at design condition:
a.
Drainage Area, ft�:
Wetland
81 8
b.
Total Impervious Surfaces, ft2:
49,428
C.
Design Storm, inches:
1.5
d.
Wetland Forebay Depth, feet:
2.00
e.
TSS removal efficiency:
85%
f.
Permanent Pool Elevation, FMS�:
15.00
9.
Permanent Pool Surface Areq, ft :
6,446
h.
Permitted Storage Volume, ft :
7,869
i.
Temporary Storage Elevation, FMSL:
16.00
j.
Controlling Orifice:
1.00" 0 pipe
k.
Permitted Forebay Surface Area, ft2:
965
I.
Receiving Stream/River Basin: South Prong of Bay River/Neuse Basin
M.
Stream index Number:
27-150-3
n.
Classification of Water Body:
"SC, Sw, NSW"
II. SCHEDULE OF COMPLIANCE
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 time 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 re -vegetation of slopes and the vegetated filter strip.
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, orifice device, level
spreader, filter strip, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
records will indicate the date, activity, name of person performing the work and
what actions were taken.
5. The permittee shall 'submit to the Division of Water Quality an annual summary
report of the maintenance inspection records for each BMP. The report shall
summarize the inspection dates, results of the inspections, and the maintenance
work performed at each inspection.
6. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
7. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
Page 3 of 7

�•, State Stormwater Management Systems
7 Permit No. SW7120510
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.
9. 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.
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, lease 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.
11. 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.
12. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
13. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
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 ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. 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.
Page 4 of 7

State Stormwater Management Systems ti
Permit No. SW7120510 .A
4. 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.
5. 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.
& 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.
7. The permit issued shall continue in.force and effect until revoked or terminated.
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.
8: 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,
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until June 19, 2020.
Application for permit renewal shall be submitted 180 days prior to the expiration
date of this permit and must be accompanied by the processing fee.
Permit issued this the 19th day of June, 2012.
NO TH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
7
for
Cha esVakird, PE, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Stormwater Permit No. SW7120510
Page 5 of 7

15
State Stormwater Management Systems
Permit No. SW7120510
SECU - Grantsboro
Stormwater Permit No. SW7120510
Pamlico 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
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW7120510
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 Washington Regional Office
Pamlico County Building Inspections
Page 7 of 7

r
Permit: SV 7120510
County: Pamlico
Region: Washington
Compliance Inspection Report
,e
Effective: 06/19/12 Expiration: 06/19/20 Owner: State Employees' Credit Union
Project: SECU - Grantsboro
NC Hwy 55
Contact Person: Patty Munns Title:
Directions to Project:
0.46 miles east of NC Hwy 55 and NC Hwy 306 intersect
Type of Project: State Stormwater - HD - Wetlands
Drain Areas: 1 - (South Prong Bay River) (03-04-13) ( SC;Sw,NSW)
On -Site Representative(s):
Related Permits:
Inspection Date: 10130/2012 Entry Time: 01:00 PM
Primary Inspector: Kristin C .Jarman
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ■ Compliant [] Not Compliant
Question Areas:
N State Stormwater
(See attachment summary)
Grantsboro NC 28529
Phone: [phone]
Exit Time: 01:15 PM
Phone:[phone]
Ext.315
Inspection Type: Compliance Evaluation
Page: 1
[�A_

T
Permit: SW7120510 Owner - Project: State Employees' Credit Union
Inspection Date: 10/30/2612 Inspection Type: Compliance Evaluation
Inspection Summary:
Construction has just started at this site.
File Review
Is the permit active?
Signed copy of the Engineer's certification is in the file?
Signed copy of the Operation & Maintenance Agreement is in the file?
Copy of the recorded deed restrictions is in the file?
Comment: Construction has just been started at this site.
3
Reason for Visit: Routine
Yes No NA NE
Page: 2

911 Paverstone Drive, Ste. E
P PABST & HILBUR�11' PA Raleigh, NC 27615
H ENGlNEERfNG & CQNsuLT1NG Office: 919.84$.4399
REC E IVE D Fax: [phone]
.. ... n r Art•w
LETTER OF TRANSMITTAL D` V Q-WAR9
To: NCDENR Y Date: 5724/12
Division of Water Quality
943 Washington Square Mail
Washin ton NC 27889
Re: SECU — Grantsboro
Stormwater Permit
I am sending you the following Item(s):
Job No.: 185-12
COPIES DATE NO. I DESCRIPTION
2 5-22-12 j Stormwater Permit Application (1 Original, 1 Copy)
These are transmitted as checked below:
❑ As requested ❑ For your use
® For approval ❑ For Signatures
® For review and comment ❑ For Submittal
Remarks:
Please find the above referenced items for review 1 approval. Do not hesitate to call If you have
any questions or need additional information. Thank you.
Copy to: File Signed:
Patty E. Hilburn, PLS

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Dumpor, Samir
From:
Lucas, Annette
Sent:
Wednesday, June 13, 2012 2:54 PM
To:
Xu, Lin; Bill Hunt; Ryan Winston; Mcgee, Beth; Boyer, Kevin; NCDENR.DENR.DWQ;
[e-mail]
Cc:
Chapman, Amy; Karoly, Cyndi; Merritt, Katie; Patterson, Robert; Robinson, Jason;
Scarbraugh, Anthony; Wilson, Susan A; Slusser, Thomas; Hassan, Monti; Morrison, Sarah;
Knight, Sherri; Moore, Tom; Mckay, Michelle; Dumpor, Samir; Rajbhanderi, Narayan;
Johnson, Alan; Sifford, Barbara; Weaver, Charles; Burkhard, Michael W; Adamio, Michael;
Robertson, Seth; Maher, Niki; Lewis, Steven; Moore, Sandra; Boiich, Rick; Georgoulias,
Bethany; Evans, Don; Randall, Mike; Cranford, Chuck; Devane, Boyd; Lowther, Brian;
Witherspoon, Lauren; Boone, Ron; Rogers, Michael; Jones, Jennifer; Joshi, J.R.; Wade,
Larry; Homewood, Sue; Scott, Georgette; Reid, Dianne; Ventaloro, Julie; Rogers, Richard;
Lawyer, Mike; Hunkele, Dean; Johnson, Kelly; Conway, Jean; Basinger, Corey; Haynie,
Jennifer; Colson, Kim; Barber, Jim; Jurek, Jeff; Hajnos, Edward; Brown, Wyatt; Schaffer, Jeff;
Mcdonald, Mike; Haupt, Mac; Mondry, Zackary; Ross, Watson; Allen, Melonie; Corson, Kristie;
Kemp, Jessica; Sugg, Perry; Smith, Heather; Wiesner, Paul; Daniel, Deborah A.; Tsomides,
Harry; Cahill, Julie; Melia, Gregory; Stapleton, Tracy; Pearce, Guy; Baumgartner, Tim; Ellison,
Michael; Vinson, Scott; Carrillo, Sonia; Diuguid, Bill; Ascenzo, Tom; Gannon, Rich; Euliss,
Amy; Thorpe, Roger; Hill, Tammy; Thomas, Andrea; Herrmann, Michael; Nelson, Christine;
Clark, Paul; Summer, Will; Pusey, Steven; Watts, Debra; Fox, Tim; Ridings, Rob; Herndon,
Mason; Parker, Mike; Ward, Garcy; Brian Wrenn; Bennett, Bradley; Pickle, Ken; Wainwright,
David; Ferrell, Sharona; Keyworth, Amy; Jennings, Heather; Hayes, Richard; Montgomery,
Lori; Nimmer, Kimberly; Peele, Linwood; Lucas, Annette; Mcmillan, Ian
Subject:
DWQ Permeable Pavement Workshop REMINDER
I am very pleased that you can join us for the Permeable Pavement Workshop on Monday, June 18 in the Archdale
Building's Ground Floor Hearing Room!
The new Permeable Pavement chapter of the BMP Manual went out to public notice on June 1 and this is our first
opportunity to present the new information. if you would like to preview the new chapter prior to the workshop, it is
available at: http:/Zportal.ncdenr.org/c/document library/get file?uuid=6a5633d6-127e-4fe7-b26c-
2a3f53ce7c0a&groupld=38364.
Here is a reminder about the agenda for the day:
9:45-10:00
Arrive, sign in and order lunch
10:00-10:15
Welcome & Introduction to Permeable Pavement (Dr. Bill Hunt, NCSU)
10:15-11:15
Overview of Changes to the Permeable Pavement Chapter (Annette Lucas)
11:15-12:00
Sizing & Designing Permeable Pavement (Ryan Winston, NCSU)
12:00-12:45
LUNCH — Bring your own or have the pizza you ordered at the door
12:45-1:30
Soil Infiltration (Brad Wardynski, NCSU)
1:30-2:15
Maintenance (Dr. Bill Hunt, NCSU)
2:15-2:30
Q&A
Bill, Ryan and Brad are making a generous gift of their time in teaching this workshop for us. Out of respect for our;
speakers, anyone who attends this workshop needs to stay for,the entire duration, 9:45 am until 2:30 pm ��—
There will not be sufficient time to go out for lunch. Please either bring your own lunch or participate in the pay -at -the -
door pizza option. Bring your own drinks and snacks as well. Drinks can also be purchased in the snack bar one level
down from the Ground Floor Hearing Room.
The pizza will be from Papa John's and there will be a choice of cheese, pepperoni and veggie. The cost will be $5.00 —
please bring exact change' if you would like to participate.

Thank you,
Annette Lucas
Annette M. Lucas, PE
Environmental Engineer
NCDENR I DWQ I Wetlands and Stormwater Branch
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mail)
512 N. Salisbury St, Raleigh, NC 27604 1 91t' Floor (Location dr, Parcels)
Phone: [phone] Fax: [phone] Email: Annette. LucafCamcdenr,gov
Website: http://portal.ncdenr.org/web/wq/swp/ws/401
`A Before printing this email. please consider your budget and the environment.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.

Dumpor, Samir
From: Dumpor, Samir
Sent: Wednesday, June 13, 2012 3:08 PM
To: 'Patty E. Hilburn'
Subject: FW: SECU - Grantsboro
Patty,
I am the one reviewing the SECU in Grantsboro project. I visited the site yesterday and performed my soil test. Soil test
turned out OK,
I hope to have something back to you by the end of this week. I will be out in the field tomorrow and the earliest I can
finish the review would be Friday. The preliminary rough review was OK. I noticed that the Vicinity map was missing
from plans. If you want to revise the cover sheet to include the vicinity map, that would save you couple of days.
If you have any questions please feel free to contact me.
Thanks
Samir
From: Vinson, Scott
Sent: Wednesday, June 13, 2012 2:54 PM
To: Dumpor, Samir
Subject: FW: SECU - Grantsboro
fyi
Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to
third parties unless (lie content is exempt by statute or other regulation.
From: Patty E. Hilburn[mailto:philburn(&pabsthilburn.com]
Sent: Tuesday, June 12, 2012 3:55 PM
To: Vinson, Scott
Subject: RE: SECU - Grantsboro
Scott,
Could you please check on the status on the above stormwater permit for the above referenced project?
Thanks,
Patty E. Hilburn, PLS
Principal
911 Paverstone Drive, Suite E
Raleigh, N.C. 27615
Office: [phone] Fax: [phone]
Cell: [phone]
Email: [e-mail]
Website: www.pabsthilburn.com

GH
PABST & HILBURN, PA
E'NGINECEEPING A CONSULTUVG
ATTENTION: The contents of this message, including all attachments, are from Pabst & Hilburn, PA and are proprietary and confidential to the intended
recipient. If you have received this message in error, you are not authorized to read, copy, or manipulate any part of the correspondence or attachments
in any manner. Please notify the sender and delete all copies of this message and its attachments immediately.
From: Vinson, Scott[mailto:[e-mail]]
Sent: Thursday, May 24, 2012 2:25 PM
To: Patty E. Hilburn
Cc: Dumpor, Samir
Subject: RE: SEW - Grantsboro
Thank you.
`=W Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may he disclosed to
third parties unless the content is exempt by statute or other regulation.
From: Patty E. Hilburn [ma ilto:philburn@ pabsthilburn .com)
Sent: Thursday, May 24, 2012 11:41 AM
To: Vinson, Scott
Subject: RE: SECU - Grantsboro
The stormwater permit application was mailed today.
Thanks,
Patty E. Hilburn, PLS
Principal
911 Paverstone Drive, Suite E
Raleigh, N.C. 27615
Office: [phone] Fax'. [phone]
Cell: [phone]
Email: [e-mail]
Website: www.r)absthilburn.com
fp PABST & HILBURN, PA
II XI11� X
W E'NGWE'EPHY'G d CONSULTWG
ATTENTION: The contents of this message, including all attachments, are from Pabst & Hilburn, PA and are proprietary and confidential to the intended
recipient. If you have received this message in error, you are not authorized to read, copy, or manipulate any part of the correspondence or attachments
in any manner. Please notify the sender and delete all copies of this message and its attachments immediately.

911 Paverstone Drive, Ste. E
P PABST H LBURN PA Raleigh, NC 27615
H ENGlNEERlNG B CQNSULTING Office: 919.848.4399
Fax: 919.848,4395
LETTER OF TRANSMITTAL ' `ECEIVED. "
To: NCDSNR Date: ^5/18/122 — rjlay � , l
Division of Water Quality
943 Washington Square_Mai1
Washinaton. NC 27889
Re: SECU — Grantsboro
Stormwater Permit Submittal
I am sending you the following item(s):
Job No.: 185-12
DWQ-WARO
COPIES DATE NO. I DESCRIPTION
1 5-16-12 1 Wetland Supplement Form (Current Form 11116/09)
These are transmitted as checked below:
❑
As requested
❑
For your use
®
For approval
❑
For Signatures
®
For review and comment
❑
For Submittal
Remarks:
Please find the above referenced items for review 1 approval. Do not hesitate to call if you have
any questions or need additional information. Thank you.
Copy to: File Signed: o--� £.-
Patty E. Hilburn, PLS

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DWQ USE ON LY
Date Received
Fee Paid
Permit Number
5 10Z M%UCA s i i Z
S 20 _G710
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan: 11
5uaac.K `S �6/�z
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forte rimy be photocopied far use as an original
1. 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.):
State Employees Credit Union
2. Location of Project (street address):
No Street Address at this time. NC Hwy 55 (0.46 miles east of NC Hwy 55 and NC_Hwy 306 intersection}_
City:Grantsboro County:Pamlico Zip:28529
3. Directions to project (from nearest major intersection):
0.46 miles east of NC Hwy 55 and NC Hwy 306 intersection in Grantsboro
4. Latitude:35° 08' 40" N Longitude:76° 50' 00" W - of the main entrance to the project.
11. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number N/A , its issue date (if known) , 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
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, N/A 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):
❑LAMA Major ®Sedimentation/Erosion Control: 3.10 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts
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: N/A
Form SWU-101 Version 07Jun2010 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's narne and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organ ization:State Employees Credit Union
Signing Official & Title: Robert S. Hall, Sr. Exec. Vice President
b.Contact information for person listed in item la above:
Street Address:1000 Wade Avenue
City:Raleigh _ State:NC Zip:27605
Mailing Address (if applicahle):Same as Above
City:
Sta
Phone. (919 _) 839-5900 Fax:
Email:
Zip:
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 su pervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & 'Title:
b.Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( }_ Fax: ( _ )
Email:
4. Local jurisdiction for Building permits:
Point of Contact: Phone #:
Form SWU-101 Version 07Jun2010 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Post -Development runoff will be directed by a storm drainage system to the wetland area as shown on
approved plans Rrepared by Pabst & Hilburn PA. Stormwater will be discharged from the wetland into an
existing ditch located in the front of the site.
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 Neuse River basin.
4. Total Property Area: 2.50 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area': 2.5 acres
+ Total project area shall be calculated to exclude thefollowing: the normal pool of inr 7ounded structures, the area
between the hanks of streams and rivers, fire area below the Norrual High Water (NHM lure or Mean High Water
(Ml`-tIM litre, and coastal wetlands landward front the NNW (or MHM lure. Tire resultant project area is used to
calculate overall percent built upon area (BUA). Nou-coastal wetlands landward of the NHW (or MHI1\ j lime pray
be included irr fire total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 45.4 %
9. How many drainage areas does the project have? 1 (For high density, count I for each proposed ciigineered
stoninvater BMP. For 10717 density arrd other projects, use I for fire 7171101C 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
Draina e Area 1
Draina e Area _
Drainage Area _
Draina e Area _
Receiving Stream Name
South Prong Bay
River
Stream Class
SC • 5 ,, '
$
Stream Index Number *
27-150-3
Total Drainage Area (so
81,289
On -site Drainage Area (SO
81,289
Off -site Drainage Area (so
Proposed Impervious Area**(so
49,428
% Impervious Area** total
61
Im ervious'" Surface Area
Drainage Area
Drainage Area
Draina e Area
Drainage Area _
On -site Buildings/Lots (so
6,672
On -site Streets (sf)
On -site Parking (so
38,412
On -site Sidewalks (so
4,344
Other on -site (so
Future (SO
Off -site (SO
Existing BUA*** (so
'total (so:
1 49,428
Stream Class and lades Nrnuber cart lie rletennined at: lrttl�//Portal.ucde�rr.or fir,el�/zr,rl(jTs/csu/classi rcatious
* Impervious area is defined as the built upon area inclrudhig, but not lirrrited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version 07Jun2010 Page 3 of

Report only flint amount of etisting BUA that will remain after developitrent. Do not report any esistiiig BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Protects in Union County: Contact DIVQ Central Office staff to check if the pre iect is located ii,ithin a Threatened &
Endangered Species iratershed that Wray he suhject to more stringent storinu,ater 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 http://portal.ncdeiir.oi-g/web/wq/ws/sti/bap-manual.
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://Aortal.ricdetir.org/w,eb//wq/ws/su/statesw/forins_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 littp://L)ortii.iicdetir.org/web/wq/was/su/inap .)
Please indicate that the following required information have been provided by initialing 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 http://portal.t)cdetir.org/web/wy/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form, P[.k�L-
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants CIA
Form. (if required as per Part V11 beloro)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M ►�c�1�--
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCOENR. (For an Express review, refer to P4 A =
http://www.eiivlielp.org/pages/oiiestopexpress.litml 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/management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the PL.F,�__
receiving stream drains to class SA waters within'/z mile of the site boundary, include the'/z
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 tidal
waters, and anv coastal wetlands landward of the NIHW or NI-11V lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
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.
ill. Wetlands delineated, or a note oil 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.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
Fonn SWU-101 Version 073un2010 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify P*-
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" 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, [phone].)
10. A copy of the most current property deed. Deed book: 565 Page No: 77-81
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC 'J�+t
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per NCAC 21-1.1003(e). 71le
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http:Z Zwww.secretary.state,iic.tis/Corporatioiis/CSearch.asl2x
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 fisting 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 forms can be downloaded from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs. 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.
Vill. 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 F,ngineer:Phillip D. Pabst, If,, PE (Contact: Patty E. Hilburn, PI S) ^T
Consulting Firm: Pabst & Hilburn PA
Mailing Address:911 Paverstone Drive, Suite E - - - -
City:Raleigh State:NC Zip.276-15
Phone: (919 ) 848-4399 Fax: (919 - -- 8484395
Et7iail:philburn@pabstllil bu rn.cotti
IX. PROPERTY OWNER AUTHORIZATION (if Contact lnfonnration, item 2 has beers filled out, complete this
section)
I, (171•irrt or type rtanre of 17ersort listed in COtttnCt lnforrnation, !tern 2a) , certify that 1
own the property identified in this permit application, and thus give permission to (print or type inure of 17e)-son
listed in Contact information, item la) with (print or tripe: rraurc of organization listed hr
Contact lrrforinatiorr, itettr In) to develop the project as een'rently proposed. A copy of
the lease agreement of pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Fonn 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.
Signatu re:
Date:
1, , 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, (lrrint or type frame of person listed in Con tact Information, item I a) Robert S. Hall
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwate sand A AC 2H .1000, SL 2006-246 (Ph. II -Post Construction) or SI_ 2008-211.
Signature: Date:
eA�S as Notary Public for the State of �' County of
do hereby certify that T�. - S. 149 personally appeared
before me thisciay of M Q , cW/d'L, and cknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
rzo
°��'C
w
U
sygf,.pU B ��Gy2
SEAL.
My commission expires
Form SWU-101 Version 07Jun2010 Page 6 of 6

'SD
DWQ'USE ONLY
Date Received
Fee Paid
Permit Number
!V [L, a.5-051
i lz—) f .
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION1� E I 1/ E
This for►n rrray be photocopied for use as an original I
M AY 16 2012
1. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns th '��$t. Q— �j � f 1 RO
State Employees' Cred it Union - - - - — N 1/ 1""�
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
3. Mailing Address for person listed in item 2 above:
1000 Wade Avenue /
City:Ralei h Sti
Phone: [phone] n.) Fa
Zip:27605
L,mart: -
4. Project Name (subdivision, facility, or estab lent name - should be consistent with project name on plans,
specifications, letters, operation and maintenan a agreements, etc.):
State I;mp[ayees' Credit Union - Grantsboro ,L
5. Location of Project (street address): 0
Ci
6. Directions to project (from
7. Latitude:35° 08'
ntv: Parnlico Zip:28529
tersection):
and NC HwN, 306 intersection
Longitude:76° 50' 00" W
of project
S. Contact person w l i answer questions about the project:
Name:Pabst & I-iilbtun, A (Patty E._1 iiliiuril)_ Telephone Number: (919 ) 848-4399
Email:[e-mail]
I1. PERMIT INFORMATION:
1. Specify whether project is (check one)
(Form SWU-101 Version 09.25.08
®New ❑Renewal ❑Modification
Page l of 4

0¢ WA7FR
PIMA
�
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all the required information.
I:PROJECT*INFORMATION4;��0.4 :..;ttx�;'A
Project name State Employees Credit Union
Contact name ;Patty E. Hilburn, PLS
Phone number [phone]
Date ;May 16, 2012 T
Drainage area number j1.
11., DESIGN, INFORMATION' a
Site Characteristics
Drainage area W 81,289.OQ!ft2
Impervious area i 49,428.00 ft2
Percent impervious 60.8% %
Design rainfall depth 1.50; inch
Peak Flow Calcutations
1-yr, 24-hr rainfall depth
3.47 ' .
, ';; : in
1 -yr, 24-hr intensity
i ,-. , 5.70
,,in/hr
Pre -development 1-yr, 24-hrrunoff
..., .7.05
ift3lsec
Past -development 1-yr, 24-hr runoff
4 •" ;v 7.30 .'
°'°.')ft3lsec
Pre/Post 1-yr, 24-hr peak control
0.25
ft3/sec
/
Storage Volume: Non -SA Waters
Minimum required volume
_
3'' ` 6,069.00
Volume provided (temporary pool volume)
3' 7,869.00Fft3 V OK
Storage Volume: SA Waters Parameters
1.5" runoff volume
_......
3
ift
Pre-development 1-yr, 24-hr runoff volume
1ft3
Post -development 1-yr, 24-hr runoff volume
'ft3
Minimum volume required
ft3
Volume provided
ft3
Outlet Design
Depth of temporary pool/ondin depth (DPlans
.0
.1
_. 12.0in OK
Drawdown time
_ ' . _ 3.47idays {% OK
Diameter of orifice
i ' 1.00;in V OK
t
Coefficient of discharge (Co) used in orifice diameter
L
0.60' (unitless)
calculation
( i
Driving head (Ho) used in the orifice diameter calculation
i. , 1.0M OK
11 Form SW401-wetland-Rev,6-11/16/09 Parts I and 11• Project Design Summary, Page 1 of 3

'FP
Surface Areas Wetland Zones
of
Surface Area of Entire Wetland
6,462.00 ftZ > ALe-'°t = (°, "t0 S F
Shallow Land
i ` .` `,' 2,285:00 ftz
OK
The shallow land percentage is:
35% %
Shallow Water
i." ; : ".4,596.00 ft2
OK
The shallow water percentage is:
40% %
Deep Pool
Forebay portion of deep pool (pretreatment)
ftz
OK
The forebay surface area percentage is:
15% %
Non-forebay portion of deep pool
¢ _ 600.001ft2
OK
The non-forebay deep pool surface area percentage is:
9% %
Total of wetland zone areas.
6,446.00 ft7
Enter data into the shaded cells in this section.
Add or subtract the following area from the zones
-16.00 ft
Topographic Zone Elevations
Temporary Pool Elevation (TPE)
Shallow Land (top)
Permanent Pool Elevation (PPE)
Shallow Water/Deep Pool (top)
Y . ,-.,. 15.00ft amsl
Shallow Water bottom
S 14:50 ft amsl
Most shallow point of deep pool's bottom
i 12:50 ft amsl
Deepest point of deep pool's bottom
12.50ft amsl
Design must meet one of the following two options:
This design meets Option #1,��
} h i (Y or N)
Top of PPE is within 6" of SHWT, If yes:
SHWT (Seasonally High Water Table)
ift amsl
OK
This design meets Option #2,
I Y or N
y.. •. .: 1( )
Wetland has liner with permeability < 0.01 inlhr, If yes:
Depth of topsoil above impermeable liner
''° ' 4.001, in V
OK
Topographic Zone Depths
Temporary Pool
Shallow Land
12.00 in
OK
Permanent Pool
Shallow Water
6.00 in
OK
Deep Pool (shallowest)
30.00 in
OK
Deep Pool (deepest)
30.00 in
OK
Planting Plan
Are cattails included in the planting
P 9 plan? t ...� . � h
�
,a(Y or N)
OK
Number of Plants recommended in Shallow Water Area:
Herbaceous (4' cubic -inch container)
650
Number of Plants recommended in Shallow Land Area:
Herbaceous Wcubic-inch container), OR
600
Shrubs (1 gallon or larger), OR
96
Trees (3 gallon or larger) and Herbaceous (4+ cubic -inch)
12 and
480
Number of Plants provided in Shallow Water Area:
Herbaceous (4'cubic-inch container) i .•
952;
OK
Number of Plants provided in Shallow Land Area:
Herbaceous (4'cubic-inch container)
i
Shrubs (1 gallon or larger)
116,
OK
Trees (3 gallon or larger) and f
10`
More required if not planting herb. and/or shrubs.
Grass -like Herbaceous (4+ cubic -inch)
`
Form SW401-Wetland-Rev.6-11116109 Parts I and 11. Project Design Summary, Page 2 of 3

Additional Information
Can the design volume be contained?
' y ](Y or N)
OK
Does project drain to SA waters? If yes,
1(Y or N)
Excess volume must pass through filter.
What is the length of the vegetated filter?
''' "''NtA'<' '' "Eft
Are calculations for supporting the design volume provided in the
t, y" f (Y or N)
OK
application?
;
Is BMP sized to handle all runoff from ultimate build -out?
%°' y ;(Y or N)
OK
Is the BMP located in a recorded drainage easement with a
i""'. ° Y N
OK
recorded access easement to a public Right of Way (ROW)7
M. or
( )
The length to width ratio is:
3.80 A
OK
Approximate wetland length
} '. 190.001ft
Approximate wetland width
( "' 50.00'ft
Approximate surface area using length and width provided
9,500.00 It
This approx. surface area is within this number of square feet
of the entire wetland surface area reported above:
Will the wetland be stabilized within 14 days of construction?
! ' . y .�(Y or N)
OK
Form SW401-Wetland-Rev.6-11116109 Parts I and 11. Project Design Summary, Page 3 of 3

Permit No.
(to be provided by DWQ)
IN. REQUIRED ITEMS CHECKLIST
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.
Initials Page/ Plan
Sheet No.
LC 12.01
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),
Wetland dimensions (and length to width ratio),
Pretreatment system,
Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
Boundaries of drainage easement.
L C 5�03
2. Plan details (1" = 50' or larger) for the wetland showing:
Wetland dimensions (and length to width ratio)
Pretreatment system,
Maintenance access,
Proposed drainage easement and public right of way (ROW),
- Design at ultimate build -out,
Off -site drainage (if applicable),
- Overflow device, and
Boundaries of drainage easement.
C t j
3. Section view of the wetland (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower
Wetland layers
All wetlands: Shallow land depth, shallow water depth, deep pool depth
Option 1, no clay liner: SLWT depth
Option 2, clay liner: Depth of topsoil on top of liner, liner specifications
L (31' ? 4. A detailed planting plan (1" = 20' or larger) prepared by a qualified individual showing:
- A variety of several suitable species (not including cattails),
- Sizes, spacing and locations of plantings,
- Total quantity of each type of plant specified,
- A planting detail,
- The source nursery for the plants, and
- Fertilizer and watering requirements to establish vegetation.
P£AA- C 11-0 ( 5. A construction sequence that shows how the wetland will be protected from sediment until the entire
drainage area is stabilized.
P¢ K -:01 6. The supporting calculations (including drawdown calculations).
PL 21T1- t:�c- 7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
�✓�� 8. A copy of the deed restrictions (if required).
9. A soils report that is based upon an actual field investigation and soil borings. County soil maps are not an
acceptable source of soils information. D
SW401-Wetland-Rev.6-11/16109 * eriaDs�E-b t ° 5 S "�� r ��9c"►c -� Part III, page 1 of 1

911 Paverstone Drive, Ste. E:
© PABST & HILBURN, PA RECEIVED
Raleigh, NC 27615
H ENGINEERING& CONSULTING Office: 919.848.4399
Fax: [phone]
JUN 18 2012
LETTER OF TRANSMITTAL DWQ- V ARO
To: Samir Dumpor Date: 6/14/12
NCDENR - Division of Water Quality
_943 Washington Square Mall
Washington, NC 27889
Re: SECU — Grantsboro Job No
Stomiwater Permit
I am sending you the following Rem(s):
185-12
COPIES DATE NO. I DESCRIPTION
2 1 Existing Condition Sheet with Vicinity Map
'these are transmitted as checked below:
® As requested ❑ For your use
❑ For approval ❑ For Signatures
❑ For review and comment ❑ For Submittal
Remarks:
Please find the above referenced items for review / approval. Do not hesitate to call if you have
any questions or need additional information. Thank you.
Copy to: File Signed:
Patty E. Hilburn, PLS

ic 0,0", V E�fl I W ::.I
pict ix. 4�11-411. R AWL P"m
aunt Dowbol.

911 Paverstone Drive, Ste. E
PABST & HILBURN, PA Raleigh, NC 27615
VENGINEERING & CONSULTING Office: 919.848.4399
Fax: [phone]
LETTER OF TRANSMITTAL
To: NCDENR
Division of Water Quality
943 Washington Square Mall
Washin ton NC 27889
Re: SECU -- Grantsboro
Stormwater Permit Submittal
am sending you the following hem(s):
Date: 5/14/12
Job No.: 185-12
COPIES
DATE
NO.
DESCRIPTION
2
5-2-12
Plans
2
5-9-12
Design Narrative and Supporting Calculations (Includes Soil Report)
2
5-11-12
Stormwater Permit Application (1-Original, 1-Copy)
1
5-8-12
Wetland Supplement Forms (Included in Design Narrative and
Calculation Book)
1
4-27-12
Permit Application Permit Fee - $505.00 (Check 17320)
MAY 1 t] 2012
These are transmitted as checked below: U VV U'VV/-\K i
❑ As requested ❑ For your use
® For approval ❑ For Signatures
® For review and comment ❑ For Submittal
Remarks:
Please find the above referenced items for review i approval. Do not hesitate to call if you have
any questions or need additional information. Thank you.
Copy to: File Signed: -4_'a "
Patty E. Hilbum, PLS

:-F AA
7'�

from: Vinson, Scott [mailto:[e-mail]]
Sent: Thursday, May 17, 2012 1:33 PM
To: Patty E. Hilburn
Subject: RE: SEW - Grantsboro
Yes, that's fine. Thank you,
Scott
Before printing this email, please consider your budget and the environment.
*E-mail correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to
third parties unless the content is exempt by statute or other regulation.
From: Patty E. Hilburn [ma ilto:phi Iburn pabsthiIburn.com]
Sent: Thursday, May 17, 2012 10:16 AM
To: Vinson, Scott
Subject: SEW - Grantsboro
Scott,
Mr. Hall will not be able to sign the stormwater application until sometime next week ... he is out of the office.
I will go ahead and mail you the revised supplement form and mail the application to you next week if that is ok.
Thanks,
Patty E. Hilburn, PLS
Principal
911 Paverstone Drive, Suite E
Raleigh, N.C. 27615
Office: [phone] Fax: [phone]
Cell: [phone]-
Email: [e-mail]
Website: www.Dabsthilburn.com
PABST & HILBURN, PA
ENGWEFRING 6 LONSUMNG
ATTENTION: The contents of this message, including all attachments, are from Pabst & Hilburn, PA and are proprietary and confidential to the intended
recipient. If you have received this message in error, you are not authorized to read, copy, or manipulate any part of the correspondence or attachments
in any manner. Please notify the sender and delete all copies of this message and its attachments immediately.

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