SW8890306_Historical File_20210811

Hall.. Christine
From: Hall, Christine
Sent: Wednesday, August 11, 2021 9:04 AM
To: Tim Stewart
Cc: Chris Bailey
Subject: RE: [External] Starbucks at Piney Green Shopping Center Addition
Attachments: 2012 06 permit 890306.pdf, 2021 07 req_ren 890306.pdf
Yes, a decrease in BUA would qualify as a minor modification. This would allow the minor modification form to be use
along with a narrative or table describing the changes to the numbers. Some prefer the full application as it already
provides the table summarizing the changes. The choice is yours.
I'm not sure what you mean by "since there was no original application". This permit was modified in 2012 and an
application should have been provided at that time. Additionally, this permit, SW8890306, expired on March 2, 2018. 1
have attached a copy of the latest permit as well as a copy of the renewal request that was recently sent out. Before
any modification can be submitted, the permit will need to be renewed and brought back to an active status.
Please let me know if you have further questions.
Christine Hall, PE
Wilmington Regional Stormwater Program Supervisor
Division of Energy, Mineral and Land Resources — State Stormwater Program
North Carolina Department of Environmental Quality
Office: 910 796 7215
Direct: 910 796 7339
Email: [e-mail]
Address: 127 Cardinal Drive Ext.
Wilmington, NC 28405
Emil corres_r.•ondence to and ftom this sut accc tM _he
�-o: `. - ..1ina �t a::"i: F'ecords Lc ; and r :ay 5s aisdosed to `t i,�' pa;t��s.
From: Tim Stewart [mailto:[e-mail]]
Sent: Monday, August 9, 20212:19 PM
To: Hall, Christine <Christine. Ha [e-mail]>
Cc: Chris Bailey<[e-mail]>
Subject: Re: [External] Starbucks at Piney Green Shopping Center Addition
CA.l_rT!O!►!: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
ftepart Jpam.
Christine,
Since the BUA area is decreasing, would we submit as a Minor Modification?
Since there was no origin] application form, would we need to fill out the standard Application Form, or just
fill out the Minor Modification Application Form, and explain that the BUA will be less?

It is such an old plan and permit (1989), I'm not quite sure exactly what needs to be done, or how it will be
permitted.
Please think about it and let me know what you think. Thanks.
Timothy M. Stewart, P.E.
306 New Bridge Street
Jacksonville NC, 28540
910-455-2414 ext 106
(�)TIDEWATER
ASSQCI:4TE$. INC.
On 8/6/2021 1:34 PM, Hall, Christine wrote:
Hi Tim,
Any changes to the approved plans need to be submitted to the Division for approval.
I hope you are doing well.
Christine Hall, PE
Wilmington Regional Stormwater Program Supervisor
Division of Energy, Mineral and Land Resources — State Stormwater Program
North Carolina Department of Environmental Quality
Office:
910 796 7215
Direct:
910 796 7339
Email:
christine.hall(Mricdenr.gov
Address:
127 Cardinal Drive Ext.
Wilmington, NC 28405
It�Nrr'"'
1.McM,u,:�..�a.so.c�N9
Email correspet,dence to 3r-1 rom this address is sui ca:r )11
^lorlh Carolina Public :Rec-crds Lavl ami laRy ba disclosed to trirrl patties.
From: Tim Stewart fmailto:[e-mail]
Sent: Friday, August 6, 2021 11:59 AM
To: Hall, Christine <Christine.HaIIC&ncdenr.eov>
Cc: Chris Bailey<[e-mail]>
Subject: [External] Starbucks at Piney Green Shopping Center Addition
CAUTION: External email. Do not click links or open attachments urniess you verify. Send aif suspicious etr arl as vn
attacbmerw t-Q ag29
Christine,
We have designed a Starbucks at Piney Green Shopping Center. The proposed building and
parking will be in an area that is a paved parking lot. See attached original Grading Plan. The
original parking lot and K-Mart was designed and permitted in 1989, Stormwater Permit No.
890306. Our Company designed and permitted the project. I think it was the first Stormwater
Pond that I designed. I could not find an application form in our files, (I guess there wasn't an
application form in the beginning), but I did find the Calculations and the Permit. (See attached).

We submitted Starbucks Plans to City of Jacksonville for Site Plan Approval and they say that
we need to modify the Stormwater Permit. We explained to them that the impervious area will
be less than the permitted, because we are adding a lot of landscaped islands, so it will be okay.
From the attached Pond Calculations, the pond was sized for 1 " of runoff from 8.66 acres. From
the attached Proposed Built -Upon Area Map, that we created using multiple sources, there is
only about 353,971 SF (8.13 Ac.) of impervious area that will flow to the pond once Starbucks is
built.
Please let us know if we have to modify the permit or if we can just provide a map showing that
the proposed Built -Upon Area is less than the permitted Built Upon Area.
Thanks for your help.
Timothy M. Stewart, P.E.
306 New Bridge Street
Jacksonville NC, 28540
910-455-2414 ext 106
(&TIDE WATER
1SSOCIIAT i, INC.
,ate Virus -free. www.avast.com

+. sr i
F. ®,
Pfiwy Green, LLC
Attar: Warren G. Bailey, Registered Agent
405-D Westem Blvd
Jaclsnvik. NC28546
Submit; Swater Permit. Renewal Request
She Stormwater Management Permit No. SW8 890306
Piney Green, Sbo@Pmg Cuter
County
State Stormwater Moment Permit ##SWS 8%306 for the subject project expired on March 2, 201 S. This is a
reminder that permit renewal applications are due 190 days prig to their expiration per 15.A NCAC 2H.1045(3).
North Caro-lti. General Statutes and the Coastal Stormwater rates require that this be covered under a
stormwater permit. Failure to maintaina permit. subjects the owner to: assessment o�ptalties.
Please submit a complete permit renewal form along with a $505.00 fee and other submittal requirements within
30 days. The permit renewal form. can be ford on our website at: https://deq.nc.gov/about/divisions/enerM
mineral-and-land-resources/stormwater!stormwater-program/post-construction-2.
A review of the North Carolina. Secretary of State corporation's database revealed that this corporation has a new
address. Please submit a completed Permit Information Update Form to correct your contact information which is
available on the website ceded above.
If you have any questions rig this matter, please coact Ashley Smith at [phone] or
ashleyin siruth cdenr gov.
Sincerely,
Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
DES/arcs, \\\Sturmwatff\Permits & Projects\1989\890306 HO\202.1 07 req_ren 890306
cc: Wilmington Regional Office File
TIORIFf cssmuhQE
rA
North Carolina Departtnert of En &onmer&ai C.A&-J y I Dmmm of Energy, Ulnerai and. Larut Resources
VAh dnyton Regional Office 1127 Cardinal Drive Extension I VVHndngton, North Carolina 28405
9W.796.7M

• File an Annual Report/Amend an Annual Report - Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List - View Filings - Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
Piney Green, LLC
Information
Sosld: 0582069
Status: Current -Active O
Date Formed: 2/23/2001
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status:
Registered Agent: Bailey, Warren G.
Addresses
Mailing Principal Office Reg Office
405-D Western Blvd 405-D Western Blvd 405-D Western Blvd
Jacksonville, NC 28546 Jacksonville, NC 28546 Jacksonville, NC 28546
Reg Mailing
405-D Western Blvd
Jacksonville, NC 28546
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager
Bailey and Associates, Inc.
405-D Western Blvd
Jacksonville NC 28546

Lewis,Linda
From:
Lewis,Linda
Sent:
Tuesday, December 13, 2016 3:59 PM
To:
'Christopher W. Bailey'
Cc:
'[e-mail]'
Subject:
Minimum Design Criteria
Mr. Bailey and Mr. Tew:
I was wrong — the new MDC for wet ponds below still require a shelf, but it's only 6 feet wide and has a 6:1
slope vs. the 2008 requirement to be 10 feet wide with a 10:1 slope.
Also, that old pond at Piney Green probably doesn't have a forebay, either. If you expand the pond, you'll need
to add a forebay at each pipe entrance.
Also, these rules are not yet published to our website, but they should be available after the new year. If you
go to our website http:Hdeg.nc.gov/about/divisions/energy-mineral-land-resources/energy-mineral-land-permit-
guidance/stormwater-bmp-manual and sign up for the listserve, you will be notified via email when that
happens.
Linda
15A NCAC 2H .1053 MDC FOR WET PONDS
The purpose of this Rule is to set forth the design requirements for wet ponds that are constructed to meet the
requirements of this Section.
(1) MAIN POOL SURFACE AREA AND VOLUME. The main pool of the wet pond shall be sized
using either:
(a) the Hydraulic Retention Time (HRT) Method; or
(b) the SA/DA and Average Depth Method.
(2) MAIN POOL DEPTH. The average depth of the main pool shall be three to eight feet below the
permanent pool elevation. The applicant shall have the option of excluding the submerged
portion of the vegetated shelf from the calculation of average depth.
(3) SEDIMENT STORAGE. The forebay and main pool shall have a minimum sediment storage depth
of six inches.
(4) LOCATION OF INLET(S) AND OUTLET. The inlet(s) and outlet shall be located in a manner
that avoids short circuiting.
(5) FOREBAY. A forebay that meets the following specifications shall be included;
(a) Forebay volume shall be 15 to 20 percent of the volume in the main pool;
(b) The forebay entrance shall be deeper than the forebay exit;
(c) The water flowing over or through the structure that separates the forebay from the main
pool shall flow at a nonerosive velocity; and
(d) If sediment accumulates in the forebay in a manner that reduces its depth to less
than 75 percent of its design depth, then the forebay shall be cleaned out and returned to
its design state.
(6) VEGETATED SHELF. The math pool shall be egWpped with a vegetative shelf am nd its
perimeter. The minimum width of the vegetvWdsheff sha1l be six feet and the skTo shall be no
steeperthan.61 (horizont6l to v eal).
(7) DRAWDOWN TIME. The design volume shall draw down to the permanent pool level
between two and five days.
(8) PROTECTION OF THE RECEIVING STREAM. The wet pond shall discharge the runoff from
the one-year, 24-hour storm in a manner that minimizes hydrologic impacts to the receiving channel.
(9) FOUNTAINS. If fountains are proposed, then documentation shall be provided that they will not cause
a resuspension of sediment within the pond, or cause erosion on the side slopes of the pond.

(10) TRASH RACK. A trash rack or other device shall be provided to prevent large debris from entering
the outlet system.
(11) VEGETATION. The following criteria apply to vegetation in and around the wet pond:
(a) The dam structure, including front and back embankment slopes of the pond shall be vegetated with
non -clumping turf grass: trees and woody shrubs shall not be allowed: and
(b) The vegetated sheN shall be planted with'a minimum of three diverse species of herbaceous, native
vegetation, at a mimmum density of 50 plants per 200 square feet of shelf area.
History Note: Authority G. S. 143-214.78; 143-215.1; 143-215.3(a);
u January
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
Iinda.lewisCcD_ncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
M
to rfi:7G "i;' Cfi1S �'JCife73 .. sl to ihi e
41

1 15A NCAC 02H .1053 is adopted with changes as published in 30:16 NCR 1730-1803 as follows:
2
3 15A NCAC 2H .1053 MDC FOR WET PONDS
4 The purpose of this Rule is to set forth the design requirements for wet ponds that are constructed to meet the
5 requirements of this Section.
6 (1) MAIN POOL SURFACE AREA AND VOLUME. The main pool of the wet pond shall be sized
7 using either:
8 (a) the Hydraulic Retention Time (HRT) Method; or
9 (b) the SA/DA and Average Depth Method.
10 (2) MAIN POOL DEPTH. The average depth of the main pool shall be three to eight feet below the
11 permanent pool elevation. The applicant shall have the option of excluding the submerged
12 portion of the vegetated shelf that is submerged may be axeb from the calculation of average
13 depth.
14 (3) SEDIMENT STORAGE. The forebay and main pool shall have a minimum sediment storage depth
15 of six inches.
16 (3)(4j LOCATION OF INLET(S) AND OUTLET. The inlet(s) and outlet shall be located in a manner
17 that avoids short circuiting.
18 (4)(5) FOREBAY. A forebay that meets the following specifications shall be included;
19 (a) Forebay volume shall be 15 to 20 percent of the volume in the main pool;
20 ;
21 (E)(]2� The forebay entrance shall be deeper than the forebay exit;
22 (4)(cl The water flowing over or through the structure that separates the forebay from the main
23 pool shall flow at a nonerosive velocity; and
24 (e3(jL If sediment accumulates in the forebay in a manner that reduces its depth to394neheT less
25 than 75 percent of its design dew then the forebay shall be cleaned out and returned to
26 its design state.
27 (5 ffi VEGETATED SHELF. The main pool shall be equipped with a vegetative shelf around its
28 perimeter. The minimum width of the vegetated shelf shall be six feet and the slope shall be no
29 steeper than 6:1 (horizontal to vertical).
30 {(}_M DRAWDOWN TIME. The tr-eatmeFt design volume shall draw down to the permanent pool level
31 between two and five days.
32 (7)L8� PROTECTION OF THE RECEIVING STREAM. The wet pond shall discharge the runoff from
33 the one-year, 24-hour storm in a manner that minimizes hydrologic impacts to the receiving channel.
34 (8)L91 FOUNTAINS. If fountains are proposed, then documentation
35 shall be provided that they will not cause a resuspension of sediment within the pond, or cause
36 erosion on the side slopes of the pond.
37 (9)(1 Q� TRASH RACK. A trash rack or other device shall be provided to prevent large debris from entering

1
2
3
4
5
6
7
8
9
10
11
the outlet system.
40$ 11 VEGETATION. The following criteria apply to vegetation in and around the wet pond:
(a) The dam sire structure, including front and back embankment slopes, and441- al
perimeter of the pond shall be vegetated with non -clumping turf grass; trees and
woody shrubs shall not be allowed; and
(b) The vegetated shelf shall be vegetated planted with a minimum of three diverse species of
herbaceous, native vegetatien, aPd vegetation at a minimum density of 50 plants per 200
square feet of shelf area shall be planted. area.
History Note: Authority G.S. 143-214.7B; 143-215.1; 143-215.3(a);
Eff. January 1, 201 Z
2

Piney Green Development.14orth Carolina Departmewd of Environmental Quality
SCOPIA G MEETING REQUEST
Please complete all the information below. Call and email the appropriate coordinator with the completed form.
Asheville Region -Alison Davidson 328.2964698; alison.davfd9on@ncdenr.g9
* Fayettavii<'e and Rsleigh Regions - David Lee 619-7-91-4204; david leeftedeng gabs
• Moorwvills rind .Winston-Salem Regions — Marvin Allocco 704-236 2107; [e-mail]
• Washington Region - Lyn Hardison 252-948.3842; lYn.hardison@ncdenr,aov
■ Wilmington Region - Cameron Weaver 910-798.7303; cameron.wwver@ncdenr aov
Project Name: Piney Green Development County: Onslow
Applicant: Chris Bailey Company: Bailey and Associates
Address: P.O. Box 400 City: Jacksonville State: N.C.. Zip: 28540
Phone:[phone] Fax:[phone] Email: cwbaile®bale andassociates.biz
Physical Location of Project: Piney Green Road, Jacksonville, N.C.
Engineer/Consultant: Glenn Tew Company: ECLS Global Inc.
Address:19 North Mckinlev Street City. Coats State: N.C., Zip: 27521
Phone: [phone] Fax: [phone] Email: glennDecl§global.com
Igo DEC 0 51516
Please provide a DETAILED proiect narrative, pdf s'ti a plan and a vicinity map with road names along with this Request foram.
The project narrative should include the following when available:
Existina Conditions- List of existing permits, previous project name(s) or owner name(s), existing compliance or pollution incidents, current
conditions or development on site, size of tract, streams or wetlands on site", stream name and classification, historical significance of property,
seasonal high water table elevation, riparian buffers, areas of environmental concern, setbacks
Proposed- Full scope of project with development phase plan, acreage to be disturbed, wetlands to be disturbed, waste treatment & water
supply proposed, soils report availability, % impervious surface, stormwater treatment and number of bmps, public or private funding.
'Relative To Wetlands — Federal and coastal wetlands must be delineated by a US Army Corps Regulatory Official, Coastal Management Field
Rep or a qualified environmental consultant prior to undertaking work such as filling, excavating or land clearing. The delineations must be
approved by the US Army Corps of Engineers IUSACEI andlor the Division of Coastal Management Welland delineations are valid for a
period not to exceed five years from date of USACE approval.
Please provide estimated investment & expected employment numbers: $
Job
For the scoping meeting, it is best to provide a list of questions and topics of ccnrorn. 1: is h3lpfut to know what you hope to gain
from the meeiing. Please have thoughts and presentations orgd;nl%ed a: much a , possible to m a%e the best use of time.
Agencies Involved: Check all agencies that may be involved with project:
❑ Marine Fisheries ❑ National Marine Fisheries ❑ U.S. Fish & Wildlife ❑ NC Wildlife Resources
❑ Coastal Management ❑ Land Resources (® Stormwater ❑Erosion Control) ❑ U.S. Army Corps of Engineers
❑ Shellfish Sanitation ❑Water Resources: (❑ 4011butter ❑ NPDES ❑ Non -discharge ❑ Public Water Supply)
❑ Air Quality ❑ Solid Waste ❑ UST ❑ Hazardous Waste ❑ Other ❑ Other
❑ Other ❑ Ober ❑ Other
NCDEQ Scoping Meeting
March 2016

ti i s
i�
E im9 Se
GLOBAL Inc.
19 North Mckinley Street
Coats, IIC. 27521
To: Cameron Weaver
Cameron
A 'Veteran —Owned' Company
New Piney Green Development
Request for Scoping Meeting Narrative
The purpose of the requested scoping meeting is to verify the manner in which
stormwater management needs to be designed for the proposed new "Piney Green
Development" project.
This project will consist of commercial retail development plus light industrial storage
buildings on a 5.88 Acre tract of land which lies in the northwest quadrant of the
intersection of Piney Green Road and Evergreen Ave. in Jacksonville, N.C.( the address of
this proposed development is 2774 Piney Green Road). The project will be designed such
that it does not exceed 85% impervious percentage ( therefore there will be 5 Acres of
impervious area on the 5.88 Acre tract).
The proposed 5.88 Acre tract adjoins the existing wet pond for Piney Green Shopping
Center ( Permit # SW8 890306) on its western property line ( see attached preliminary
site plan plus a current survey of the 5.88 Acre tract).
The developer wishes t0 add this new drainage area to the existing Piney Green pond in
the same manner as the Glade Lane Development was added with a permit modification
which was approved on June 18, 2012. The Glade lane development area was added by
assuring that adequate storage existed in the pond to accommodate an additional
volume of 1.5 inches for temporary storage and the surface area was checked using the
same rules as were used to originally approve the pond. The developer wishes to modify
910-897-3257 OFFICE WWW.ECLSGLOBAL.COM 910-897-2329 FAX

A 'Veteran—Ovmed' Company
GLOBAL Inc.
the pond again to add the proposed 5.88 Acre tract while using the same procedure as
was followed in the Glade Lane modification.
We have attached a preliminary design for the pond modification that the developer
desires to provide to provide additional treatment and temporary volume storage for the
new development.
The new Piney Green Development will be in the White Oak River basin with tributary to
Mott Creek/Wol;02 19-15-3 ( class "CNSW").
Please verify when we might meet with you to discuss the particulars as to how and if this
approach to expanding and modifying the existing pond Wil be acceptable.
Sncerely
Glenn Tew
For
Chris Bailey
910-897-3257 OFFICE
WWW.ECLSGLOBAL.COM
910-897-2329 FAX

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Weaver, Cameron
From: [e-mail]
Sent: Wednesday, November 23, 2016 2:01 PM
To: Weaver, Cameron
Cc,, 'Christopher W. Bailey'
Subject: FW: Piney Green
Attachments: 2015-04-14 LPA-1401 ALTA Survey (page 1 of 2).pdf, 2015-03-04 - LPA-1401- Site Plan
Sketch 2.pdf
Cameron
Chris Bailey and I would like to have a scoping meeting with Linda Lewis concerning the modification of Piney Green
Shopping Center Stormwater Pond by increasing the amount of drainage area and BUA flowing to the pond. The existing
pond Permit number is SW8 890306. 1 am attaching a current copy of the survey of the 5.88AC area that is being
proposed to add to the pond. Also I am attaching a preliminary site plan for the proposed new development on the
5.88AC tract. We would like to connect the new pond area for the new development to the existing Piney Green pond in
order to have only one outlet location. We would like to get clear on how this concept would be viewed by Linda and
what rules we would have to follow in the design of this new and enlarged pond. f IWD _ 114 SER1 E3? n
Let me know if you need further information in order to schedule a scoping meeting for me, Chris, and Linda.
Thank you
Glenn Tew
Phone # [phone] Ext. 3005
From: Christopher W. Bailey[ma ilto:[e-mail]]
Sent: Monday, November 14, 2016 7:54 AM
To: Glenn Tew <[e-mail]>
Subject: Piney Green
Call me when you can
Christopher W. Bailey
Bailey and Associates, Inc.
Office 910-346-8443
Cell 910-520-4676
Fax [phone]
[e-mail]
�d.l.�l."�� tiulw9 .in!!RM'P.tft'�Y iYtt'�
IV d"% '40.,lacb •Nuvaily, :it' .W;141
From: Warren Bailey
Sent: Thursday, November 10, 201612:07 PM
To: Christopher W. Bailey<[e-mail]>
Subject: FW: Jacksonville Survey
Warren G. Bailey
Bailey and Associates, Inc.
k
P�%Sit
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Office 910-346-8443
Fax [phone]
Mobile [phone]
[e-mail]
From: Phil Beganyfmailto:[e-mail]
Sent: Thursday, May 28, 2015 1:54 PM
To: Warren Bailey<[e-mail]>
Subject: Jacksonville Survey
Phil Begany
Sr. VP of Development & Brokerage
Lat Purser & Associates, Inc.
5000 Falls of Neuse Road, Suite 400
Raleigh, NC 27609
[phone], ext. 106
[phone] (Cell)

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