SW8050213_Historical File_20160520

Corporations Division
Page 1 of 1
Jae
Click Here To:
North Carolina
Elaine F Mar shall � w, �':���`'"N1 E i°��` l" of= T`i-1c-
Secretary Z ECRE'Tl� Y oF `I"�`�',�
PO Box. 2 2-2 Ralelph. NBC 27626-0U2 ;F1,9j8G7 -�'t.
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Neighborhoods of Holly Ridge, LLC
Limited Liability Company Information
Sosld:
0716245
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
3/16/2004
Fiscal Month:
December
State of Incorporation:
NC
Registered Agent:
Cook, Ryan
Corporate Addresses
Mailing:
1105 New Pointe Blvd Ste 6
Leland, NC 28451-4130
Principal Office:
1105 New Pointe Blvd Ste 6
Leland, NC 28451-4130
Reg Office:
1105 New Pointe Blvd Ste 6
Leland, NC 28451-4130
Reg Mailing:
1105 New Pointe Blvd Ste 6
Leland, NC 28451-4130
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Managing Member: Ryan Cook
1105 New Pointe Blvd. Ste 6
Leland NC 28451
Managing Member: Scott Cook Construction Company
1105 New Pointe Blvd. Ste 6
Leland NC 28451
Account
Login
Register
https://www.sosnc.gov/Search/profcorp/6205491 5/19/2016

y,. LIMITED LIABILITY COMPANY ANNUAL REPORT
NAME OF LIMITED LIABILITY COMPANY: Neighborhoods of Holly Ridge, LLC
SECRETARY OF STATE ID NUMBER: 0716245 STATE OF FORMATION: NC
REPORT FOR THE YEAR: 2016
SECTION A: REGISTERED AGENT'S INFORMATION
Filing Office Use Only
E-Filed Annual Report
0716245
C".201608202132
3/22/2016 04:14
Changes
1. NAME OF REGISTERED AGENT: Cook, Ryan
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
1105 New Pointe Blvd Ste 6
Leland, NC 28451-4130 Brunswick County
SECTION B: PRINCIPAL OFFICE INFORMATION
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
1105 New Pointe Blvd Ste 6
Leland, NC 28451-4130
1. DESCRIPTION OF NATURE OF BUSINESS: Land Development
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
1105 New Pointe Blvd Ste 6 1105 New Pointe Blvd Ste 6
Leland, NC 28451-4130
Leland, NC 28451-4130
SECTION C: COMPANY OFFICIALS (Enter additional Company Officials in Section E.)
NAME: Scott Cook Construction Compar
TITLE: Managing Member
ADDRESS:
NAME: Ryan Cook
TITLE: Managing Member
ADDRESS:
1105 New Pointe Blvd. Ste 6 1105 New Pointe Blvd. Ste 6
Leland, NC 28451
Leland, NC 28451
NAME:
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT Section D must be completed in its entirety by a person/business entity.
Ryan Cook
SIGNATURE
Form must be signed by a Company Official listed under Section C of this form.
3/22/2016
DATE
Ryan Cook Managing Member
Print or Type Name of Company Official, Print or Type The Title of the Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Corporations Division, Post Office Box 29525, Raleigh, NC 27626-0525

Uorporatfons 1xvision
Page 1 of 1
•' . f:.�, North Carolina
<� e I `'1��PART�" !>~ NIT car -n-�I<�•
Etaine F iarshall
�i ceSecretary EC�E
PO Box 2W.22 Raleigh NC 276cB 1�622 (g� j180; 2a Account
Login
Click Here To: Register
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Legal: Scott Cook Construction Co.
Business Corporation Information
Sosld: 0758516
Status: Current -Active
Annual Report Status: Current
Citizenship: Domestic
Date Formed: 12/21/2004
Fiscal Month: December
State of Incorporation: NC
Registered Agent: Cook, Scott
Corporate Addresses
Mailing: 1105 New Pointe Blvd
Leland, NC 28451-4127
Principal Office: 1105 New Pointe Blvd
Leland, NC 28451-4127
Reg Office: 1105 New Pointe Blvd
Leland, NC 28451-4127
Reg Mailing: 1105 New Pointe Blvd
Leland, NC 28451-4127
Officers
President: Scott H Cook
1105 New Pointe Blvd Suite 6
Leland NC 28451
Stock
Class: Common
Shares: 100000
No Par Value: Yes
https://www.sosnc.gov/Search/profcorpn3lO752 5/19/2016

. a' BUSINESS CORPORATION ANNUAL REPORT
NAME OF BUSINESS CORPORATION: Scott Cook Construction Co.
SECRETARY OF STATE ID NUMBER: d758516 STATE OF FORMATION: NC
REPORT FOR THE FISCAL YEAR END: 12!.11/2:t1.ri
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Cook, Scott
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
1105 New Pointe Blvd
E-Filed Annual Report
0758516
CA2016097024'7
4/6/2016 01:23
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
1105 New Pointe Blvd
Leland, NC 28451-4127 Brunswick County Leland, NC 28451-4127
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Residential Construction
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
1105 New Pointe Blvd
Leland, NC 28451-4127
SECTION C: OFFICERS (Enter additional officers in Section E.)
NAME: Scott H Cook NAME:
TITLE: President TITLE:
ADDRESS:
1105 New Pointe Blvd Suite 6
Leland, NC 28451
ADDRESS:
3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
5. PRINCIPAL OFFICE MAILING ADDRESS
1105 New Pointe Blvd
Leland, NC 28451-4127
NAME:
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT Section D must be completed in its entirety by a person/business entity.
Scott H Cook
SIGNATURE
Form must be signed by an officer listed under Section C of this form.
Scott H Cook
Print or Type Name of Officer
4/6/2016
President
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Corporations Division, Post Office Box 29525, Raleigh, NC 27626-0525
DATE
Print or Type Title of Officer

STROUD ENGINEERING, P.A.
202-D Cinema Drive
Wilmington, NC 28403
[phone]
TO IBC t!Q
KRUVIgn OO CF 4 ° ° GPI@Wn LlVQd
DATE /
7
JOB NO, / -7
(�
ATTENTI
RE: .5/ ,oz,
�Gi �1i1►��� (aye
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order ❑
COPIES
DATE
NO.
DESCRIPTION
1
2
THESE ARE TRANSMITTED as checked below:
❑ For approval
❑ For your use
❑ As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
SIGNED -
If enclosures are not as noted, kindly not/fy us at once.

Lewis,Unda
From: Lewis,Linda
Sent: Thursday, March 10, 2016 4:26 PM
To: Luke Menius
Subject: RE: Neighborhoods of Holly Ridge
Yeah, too late,'I've already done a review. If you had caught me before I reviewed the application, yes, we could have
sirnpiy "withdrawn" the application and tried to refund the fee (not easy to do). In theory, this application should have
been returned on November 30, 2015, so the fee would have been forfeited anyway. Sorry.
Linda
From: Luke Menius [mailto:[e-mail]]
Sent: Thursday, March 10, 2016 4:12 PM
To: Lewis,Linda <[e-mail]>
Subject: RE: Neighborhoods of Holly Ridge
Understood. It is the $505 check I'm most interested In. Too late?
David L. Menius, P.E.
Stroud Engineering, P.A.
102-D Cinema Drive
Wilmington., NC 28403
[phone] ext 225
ImeniusCw' stroudengineer.com
From: Lewis,Linda [mailto:linda.lewis(a)ncdenr.govl
Sent: Thursday, March 10, 2016 4:11 PM
To: Luke Menius
Subject: RE: Neighborhoods of Holly Ridge
That information will stay in the file as part of the project's history.
Linda
From: Luke Menius [mailto:[e-mail]]
Sent: Thursday, March 10, 2016 3:36 PM
To: Lewis,Linda <[e-mail]>
Cc: 'Scott Cook' <[e-mail]>
Subject: RE: Neighborhoods of Holly Ridge
The intent is to retrofit the boat parking area and drive isle to meet the criteria of SL-2015-149 and the attached
guidance document. Since the provision of a #57 stone/fabric parking area does not constitute a BMP, the permit
modification application submitted in September 2015 is not applicable anc., the change should instead be considered as
a plan modification. I will update the drawing to reflect the correct stone section, remove the underdrain system, and
clearly annotate the requirement that the subgrade shall not be mechanically compacted. I've copied the permittee and
would ask that he print and sign the attached application and return to my attention. It is my understanding that there
is no fee associated with a plan modification. Please let me know if this is not the case or if you have any other concerns
with the plan of action I've described here.

If possible, I'd i .e to ret ieva tim Sc ,tem.ker 2015 p= rmit rnodifica(Rin Fubmittal when I drop cIf the piGn modificaticn
submittal.
David L. Menius, P.E.
Stroud Enaineer:nc, P.A.
102-D Cinema Drive
Wilmington, NC 26,403
(91 C' 815-0775 ext 215
[e-mail]
From: Lewis,Linda[mailto:linda.lewisC&ncdenr.gov]
Sent: Monday, November 30, 2015 8:42 AM
To: Luke Menius
Subject: RE: Neighborhoods of Holly Ridge
Thanks Luke.
Linda
From: Luke Menius [mailto:[e-mail]]
Sent: Wednesday, November 25, 2015 12:32 PM
To: Lewis,Linda <[e-mail]>
Subject: RE: Neighborhoods of Holly Ridge
China,
in response to your October 3& letter, I thank the most prudent course of action is to pursue the option of replacir::g the
existing stone surface with a #57 stone surface meeting the criteria set forth in SL-2015-149. Your letter implies that the
drve !sle would be considered impervious aespite there being no such stipulation in the session law. I presume your
reasoning for considering the drive isle to be impervious in spire of the session law is :he belief that vehicular traffic
would break down the stone and/or compact the underlying soil. While this line of thought might hold true at a higher
volume parking facility, the boat storage facility may see 5 vehicle trips per day during summer weekends and perhaps 5
trips on the other days of the week combined. This time of year, I doubt the access road sees 5 trips in a month.
i aim meeting with the permittee next Monday to discuss this matter and will confirm that this is the preferred
strategy. If y; a have any further insight into your interpretation of SL-2015-149 that you could relay to me, it would be
most helpful as I revise the plans.
Some of the comments specifically pertaining to the permeable pavement used for irfiltration/detention BMP may be
rendered NA. I will address these as appropriate pending your response.
Regarding comment 3.b, it is my intent to add the 2005 supplement package to the current modification.
Thank you and enicy your holiday week/weekend.
David L. Menius, P.E.
Stroud Engineering, P.A.
102-0 Cinema Drive
Wilmington, NC 28403
[phone] ext 225

M
[e-mail]
From: Lewis,Linda[mailto:linda.lewisCdncdenr.gov]
Sent: Tuesday, July 07, 2015 5:49 PM
To: Luke Menius
Subject: RE: Neighborhoods of Holly Ridge
puke:
Please read Chapter 18 of the BIV P iVanual in ins entirety inr information on the soils ;'nformation and the. der gr,
rec.ri emermts for peer-ne-able paverrEent. The testing you specify to obtain the soils infcrmatior, you need to per ;--,., > rate
<.liat lVie existing gravel meets the. permeable pavement design requirements is for you to decide.
if you don't need to claim a BUA credit, then you should design the pavement for 0etention using a 1.5" norm w'st : a
bypass designed to convey the 1.0 year 24 hour storm.
If you need tc c!?irn BUS. cree'8t, then you must design the pavement for'nfiitration.
_nda
From: Luke Menius [mailto:lmeniusCa)stroudenaineer.com]
Sent: Tuesday, July 07, 2015 4:47 PM
To: Lewis,Linda
Subject: RE: Neighborhoods of Holly Ridge
I've discussed your 6/17 Ictter (attached) with the permittee and would like to proceed with testing necessary{ to
substantiate the use of the aggregate bo?t parking area as a permeable pavement used fcr infiltration. The test data
that 1 would-equire is 1) typi al depth, gracation and void ratio of insitu aggregate; 2) infiltration rates of he aggregate
and subgrade• ana 3) SHWT determination. Please let me know if you have any specific concerns that I need to evaluate
at this point as 1 am trying to develop a request for proposals to get this testing done. Also, I would ask that you please
confirm C-ie appropriate design depth for this :modification. We used 1.5" for the other infiltratior devices within the
project.
David L. Menius, P.E.
Stroud Engineering, PA
102-1) Cinema Drive
Wilmington, NC 28403
(9i0) 815-0775 ext 225
[e-mail]
From: Lewis,Linda [mailto:linda.lewisOncdenr.gov]
Sent: Thursday, May 28, 2015 5:35 PM
To: Luke Menius
Cc: Scott, Georgette
Subject: Neighborhoods of Holly Ridge
Hey Luke- just wanted to bring your attention to a few concerns that I saw with the documents you submitted on April 1,
2015 regarding the issues at the 3 projects for the Neighborhoods at Holly Ridge under SW8 050213, SW8 050842 and
SW8 070649. Before we will transfer the permit to the HOA, these issues will need to be resolved:
Comments regarding Phase I under SW8 050213:

1. , I noticed that there is a lapse of over 13 months (Feb. 23, 2006 through March 30, 2007) between the originally
recorded deed restrictions which assigned 3800 sf to each Phase I lot and the amendment which restored the
BUA limit for the Phase I lots to the permitted 2800 sf. My concern is how many lots in Phase I were sold under
the 3800 restriction, and did those lot owners consent to having their BUA limit reduced?
2. Did the developer make sure that any of those lots described above which were sold under the 3800 sf limit,
were actually in compliance with the 2800 sf limit at the time the amendment was filed?
3. Per Google Earth, the gravel in the boat storage area was already in place as of October 2008. At that time,
gravel was considered a built -upon area. As such, you will. need to modify the permit to account for that
additional BUA and propose a suitable high density BMP that will treat the runoff, or modify the permitted BMP
to accept that additional drainage.
4. The plans provided for the boat storage area need to be more detailed to include dimensions, grading, gravel
pavement section details (including stone depth, geomembrane liner, type of stone used) and the BMP details.
Comments regarding Phase II under SW8 050842:
1. The Amenity Area site plan needs to show the proposed (now existing) grading and drainage to verify that the
runoff is draining into the appropriate permitted BMP.
Comments regarding SW8 070649:
1. The recorded deed restrictions consistently refer to an erroneous permit number of SW8 07064." The correct
permit number is SW8 070649. Somehow, beginning with the Seventh Amendment which annexed Phase III and
continuing with each subsequent amendment pulling in the various Sections within Phase III, the "9" has been
consistently omitted from the end of the permit number. It is imperative that the correct permit number be
referenced in these documents. The developer will need to record an amendment to correct this error.
Is everything on track with the construction and remediation work that needs to be done? It's supposed to be starting
soon, now that weather is warmer, right? Please let me know when the remediation work will begin. I've got other
inspections in Onslow County, and can include NHR in my tour.
If you will kindly forward this email to Mr. Cook- his mailing address has apparently changed and mail sent to 106A
Cinema Drive in Wilmington, is being returned as undeliverable. Please verify if we can send mail to Mr. Cook at 1105
New Pointe Blvd. Suite 6, Leland, NC 28451. If that is his new mailing address, we would appreciate confirmation via
completion and submission of the attached permit update form.
Please respond to these comments by June 28, 2015.
Thank you.
Linda
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Main Office - 910-796-7215
Direct Line - 910-796-7343
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.
4

Ernau wTresiwndLvjre sa aro rram mts sends+ t5 s-lbJW to Pie N.C. Public Rxo(ds Law wA may by "dgsc-i t.r, Mird parreb.

tewis;Unda,
From:
Lewis,Linda
Sent:
Thursday, March 10, 201611:21 AM
To:
Len Kuhn
Cc:
Luke Menius
Subject:
RE: Neighborhoods of Holly Ridge
Attachments:
2015 10 addinfo 050213.docx, 201412 letter_recvd 050213.pdf
Mr. Kuhn:
Additional information was requested on October 30, 2015 (attached) for SW8 050213 but has not been addressed yet.
We were unable to approve the applicants September 24, 2015 reauest to use permeable pavement. In July 2015, a nexv
law was passed which excludes #57 stone laid at least 4" thick over a geotextile fabric from the definition of a built -upon
surface. I gave the developer the oration of redesigning the boat storage area using #57 stone. I will contact the
consultant, David Luke Menius, P.E. with Stroud EngineerhIg in Wilmington to get an update on when we can expect a
reply.
For the other two permits, SW8 0515842 and SW8 073649, we are awai-drig Mr. Cook's tali that the remediai actions are
ready to be inspected, but have not yet received that tail from either Mr. Cook or from his consultant.
Linda
From: Len Kuhn [mailto:Len.Kuhn @wellsgroup.us]
Sent: Thursday, March 10, 201610:55 AM
To: Lewis,Linda <[e-mail]>
Subject: FW: Neighborhoods of Holly Ridge
May we please get a reply to this request, meeting is tonight and we have some very upset people wondering why we
cannot get answers from NCDENR
Len Kuhn
CONTRACT OFFICER
len. kuhn @wellserou p.us
F %1r WELLS GRQJP L.LC
1072 Hwy 210 Suite B
Sneads Ferry, NC 28460
Office: 910.333.7183
Cell: 910.333.7183
http://wellsaroup.us
From: Len Kuhn
Sent: Tuesday, March 8, 201611:01 AM
To: 'Lewis,Linda'
Subject: Neighborhoods of Holly Ridge

Ms. Lewis; As a board member of the HOA I have to give a report on the status of the Storm Water and correction to
the ponds as directed to the developer Cardinal Builders; Scott Cook, could you please give me a status that I can report
back with, this is an open meeting and it will be the number one question. Thank you very much
-L1 Kuhn
CONTRACT OFFICER
len.kuhnOlDweliseroua.us
Goverfime[Tt Ci1lo-irQrlt�'
1072 Hwy 210 Suite B
Sneads Ferry, NC 28460
Office: 910.333.7183
Cc]!: 910.333.7183
http://welisgroup.us

North Carolina Department of Environmental Quality
Pat McCrory
Governor
October 30, 2015
Scott Cook, Manager
Neighborhoods of Holly Ridge, LLC
1105 New Pointe Boulevard, Suite 6
Leland, NC 28451
Subject: Request for Additional Information
Stormwater Project No. SW8 050213 Mod.
Neighborhoods of Holly Ridge Phase
Onslow County
Dear Mr. Cook:
Donald R. van der Vaart
Secretary
Effective August 1, 2013, the State Stormwater program was transferred from the Division of Water
Quality (DWQ) to the Division of Energy, Mineral and Land Resources (DEMLR). All previous
references to DWQ will remain in older stormwater permits issued prior.to August 1, 2013 until they
are modified. Please note that this letter references DEMLR as the Division responsible for
issuance of the permit.
Due to the 2 permit extension laws dated August 5, 2009, and August 2, 2010, the effective period
of any stormwater permit that was set to expire between January 1, 2008 and December 31, 2011,
was extended for a total of up to four (4) years. Accordingly, the SW8 050213 permit is now
effective from the date of issuance until March 3 2019, which includes all available extensions.
The. Division is unable to accept a renewal application for a permit that has more than 1 year left on
its term. Since there are 3 years and 4 months left on the permit term for SW8 050213, the Division
will not be able to process your request for renewal at this time. Please send in the renewal
request 180 days prior to the extended expiration date, which would be around September 3, 2018.
The Wilmington Regional Office received and accepted a modified State Stormwater Management
Permit Application for Neighborhoods of Holly Ridge Phase 1 on September 24, 2015. A
preliminary in-depth review of that information has determined that the application is not complete.
The following information is needed to continue the stormwater review:
1. 02H. 1 003(g)(4) - Provide topographic maps of the project area showing original and
proposed contours and drainage patterns. The boat storage area plan is missing existing
(original) contour infonmation and existing (original) drainage patterns.
2. 02H. 1 003(g)(6) - Delineate the existing and the proposed built -upon area including roads,
parking areas, buildings, etc. Please add dimensions of the #57 stone area and the
impervious pavement areas to the plans.
3. 02H. 1 003(g)(7) - Provide technical information showing final numbers, calculations,
assumptions, drawings and procedures associated with the stormwater management
.measures including but not limited to: Built -upon area, runoff coefficients, runoff volume,
runoff depth, flow routing, inlet and outlet configuration (if applicable), and other applicable
information as specked.
a. About a month after the June 17, 2015 letter requesting additional information was sent,
the Legislature enacted SL 2015-149, which set forth specific design criteria that allows
the Division to consider #57 stone as a "pervious" surface. The session law considers a
surface of #57 stone (as designated by ASTM) laid at least 4" thick over a geotextile
fabric to be a pervious surface. If you would like the opportunity to redesign the stone to
meet the SL requirements, please do so. if you do, then you only need to treat the
actual impervious drive aisle and access street.
Division of Energy, Mineral, and Land Resources
Land Quality Section -Wilmington Regional Office
127 Cardinal Drive Extension., Wilmington, North Carolina.28405
[phone] / Fax: [phone] • Internet: htto://DortW.ncdonr.org/webli
An Equal Opportunity lAtfirmadve Action Employer —Made in part by recycled paper .

Mr. Cook
October 30, 2015
Stormwater Application No. SW8 SW8 050213 Mod.
b. Please note that the four (4) previously permitted bio-retention basins must be
included on the application. The modified application that was submitted only
contains the boat storage drainage area. The 2005 application provided a
supplemental page with the completed bio-retention drainage area columns. Is it
your wish to add the 2005 application supplement page to this current modification?
If not, then please add the drainage area information for the 4 bio-retention basins to
the current application.
c. As indicated in the Division's June 17, 2015 letter, you need to demonstrate how the
proposed gravel will meet the "permeable pavement used for infiltration" guidelines
using a 1.5" design storm, and you must also be able to safely convey the 10 year 24
hour storm. Detention with direct discharge to SA waters via an orifice is not an
option under the 1995 rules. Permeable pavement as a BMP did not exist in 1995,
which makes things a bit complicated from the standpoint of design. The project is
within % mile of and draining to SA waters, so the permeable pavement must be
designed for infiltration and a 50' vegetated filter for the "overflow" must be provided.
d. If you cannot meet the 1995 rules to infiltrate the 1.5" design storm, then per
02H.1005(a)(1)(B)(iii), you must design the BMP to control and treat the greater of,
runoff [volume] from all surfaces generated by 1.5" of rain, or the difference in the
stormwater runoff [volume] from all surfaces from the predevelopment and
postdevelopment conditions for a 1 year 24 hour storm. For the pre -development
runoff calculation, you cannot assume that the existing gravel surface is impervious
since it was added later and is not shown on the 2005 approved plans. Use of the
larger 1 year 24 hour design storm allows you to utilize detention for the permeable
pavement design, but will also require a 50' vegetated filter for the discharge.
e. The soils report does not provide an infiltration rate or draw a conclusion as to the
Hydrologic Soil Group, but you have reported the "A" grouping on the supplement.
Please provide your supporting documentation for the HSG "A" classification.
Please remember that a change to one number may have a domino effect on other numbers.
Please check all plans, calculations and forms to ensure that the numbers are consistent
throughout.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to November 30, 2015, or the
application will be returned as incomplete. The return of a project will necessitate resubmission
of all required items, including the application fee.
If you need additional time to submit the information, please mail, email or fax your request for a
time extension to the Division at the mailing address and/or the reviewer's email address and/or
the fax number at the bottom of this letter. The- request must indicate the date by which you
expect to submit the required information. The Division is allowed 90 days from the receipt of a
completed application to issue the permit.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original
documents must be returned or new originals must be provided. Copies are not acceptable. If
you have any questions concerning this matter please feel free to call me at (910) 796-7.215 or
email me at Iinda.lewis(Mncdenr.gov.
Sincerely,
Linda Lewis, E.I.
Environmental Engineer III
GDS/arl: I11StormwaterlPermits & Projects120051050213 HD12015 10 addinfo 050213
cc: David Luke Menius, P.E.
Wilmington Regional Office Stormwater File
Page 2 of 2

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 2B403
[phone]
December 17, 2014
NCDENR
127 Cardinal Drive
Wilmington, North Carolina 28405
Attn: Linda Lewis
Re: The Neighborhoods of Holly Ridge, Phase I
SW8 050213
Dear Linda,
I am writing on behalf of the permittee, Neighborhoods of Holly Ridge, LLC, to propose a plan of action to
address concerns raised in your letter dated 10/16/2014, I have reviewed your field report and met with the
permittee to further discuss the situation.
It is understood that a gravel boat storage area has been constructed along the boundary of phases 1 and 2
and may be draining towards a bioretention pond in phase l . This BUA was not shown on the approved plan and not
explicitly called out in the BMP calculations. Actions proposed to resolve this matter include an evaluation of the
size, location, and drainage patterns associated with the storage area. This will require a combination of a ground
survey, review of available aerial photography, and observation of the area during a runoff producing rainfall event.
Once these items are established, an analysis of the affected BMP(s) will be conducted to determine if they are sized
appropriately or, if not, the feasibility of modifying the BMP(s). Once this analysis is complete, revised plans will be
developed which accurately depict the boat storage area and, if necessary, provide details for BMP improvements.
In the event that the storage area straddles the approved project area for phases I and 2, there will be a need to
modify both permits accordingly.
Please note that this phase was designed and permitted by another engineering firm and, as such, our files
are incomplete. A review of the DENR file is scheduled for 1/6/2015. Once this information is in hand, I will be
better able to direct our surveying crew to locate critical features of the exiting phase 1 collection system, BMPs and
the storage area. My goal will be to complete the field and office work described above and submit documents to
NCDENR by April Ist, 2015. It is unclear at this time if site work will be required to correct this problem. If
necessary, commencement of site work will be conditioned on the issuance of a permit modification.
Please note that the proj cot is substantially complete and all parties are motivated to see the permit
conveyed to the HOA once the noted deficiencies are resolved. Therefore, it is our intention to see this plan of
action through to completion without undue delay. Your assistance
Please feel free to contact me with any questions or concerns.
resolving this matter is greatly appreciated.
Respectfully,
David L. Menus, P.E.
Stroud Engineering, PA
cc: Scott Cook, Manager, Neighborhoods of Holly Ridge, LLC
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY. 24
GREENVILLE, NC 2785E WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

Compliance Inspection Report
Permit: SW8050213 Effective:03/03/05 Expiration: 03/03/19
Project: Neighborhoods of Holly Ridge
Owner: Neighborhoods of Holly Ridge LLC
County: Onslow Adress: NC 50
Region: Wilmington
City/State/Zip: Holly Ridge NC 28445
Contact Person: Scott Cook Title: Phone: [phone]
Directions to Project:
1.4 miles south along NC50 from the intersection of NC50 and US 17
Type of Project: State Stormwater - HD - Bioretention
Drain Areas: BA1 - (County Line Branch) (03-06-24) (SA;HQW)
BA2 - (County Line Branch) (03-06-24) (SA;HQW)
BA3 (County Line Branch) (03-06-24) (SA;HQW)
BA4 - (County Line Branch) (03-06-24) (SA;HQW)
On -Site Representative(s):
Related Permits:
SW8070649 Neighborhoods of Holly Ridge LLC - The Neighborhoods of Holly Ridge Phase 3
SW8050842 Neighborhoods of Holly Ridge LLC - The Neighborhoods of Holly Ridge Phase II
Inspection Date: 12/15/2014 EntryTime: 10:OOAM Exit Time: 11:30AM
Primary Inspector: Karl J Hammers Phone:
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: State Stormwater
Facility Status: ❑ Compliant Not Compliant
Question Areas:
M State Stormwater
(See attachment summary)
Page:

Permit SW8050213 Owner- Project: Neighborhoods of Holly Ridge LLC
Inspection Date: 12/15/2014 Inspection Type Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
An unpermitted gravel access drive and boat storage area have been added to the project. No revised plans were
submitted for approval before construction, as required under Schedule of Compliance Condition 11.4 of the permit. The
nearby bioretention basin appears to be receiving some or all of the additional runoff which it is not designed for.
The bioretention areas need to be planted according to the planting plan for bioretention areas located on Sheet 18 of the
approved plans.
Basin #1 needs to be installed so that the maximum depth is 0.99 feet according to Design Standard 1.6 of the State
Stormwater Management Plan or a revised plan needs to be submitted providing a feasible alternative to treat the
stormwater.
Submit the inspection and maintenance records for the last year.
page: 2

Permit: SW8050213 Owner - Project: Neighborhoods of Holly Ridge LLC
Inspection Date: 12/15/2014 Inspection Type Compliance Evaluation Reason for Visit: Routine
File Review Yes No NA NE
Is the permit active? 0❑ ❑ ❑
Signed copy of the Engineer's certification is in the File? M ❑ ❑ LJ
Signed copy of the Operation & Maintenance Agreement is in the file? 0 ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? N ❑ ❑ ❑
Comment:
Built Upon Area Yes No NA NE
Is the site BUA constructed as per the permit and approval plans? ❑ M ❑ ❑
Is the drainage area as per the permit and approved plans? ❑ 0 ❑ ❑
Is the BUA (as permitted) graded such that the runoff drains to the system? ❑ ❑ ❑
Comment: Section II 4 of the permit requires that the permitee submit revised plans to the Division and receive
approval prior to the addition of built -upon area in excess of the permitted amount A compacted gravel
boat storage area and access drive have been created adjacent to the pump station off Belvedere Drive
There is no record of receiving a revised plan for this area. The Dermitted bioretention basin #1 (BR-1)
appears to be receiving this runoff, but it was not clear how much of this runoff it was receiving or if
some of the runoff was leaving the site untreated The boat storage area is not within the permitted
BR-1 drainage area The approved plans show a vegetated trapezoidal swale where the gravel access
drive has been built.
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? ❑ ®❑ ❑
Are the inlets located per the approved plans? 0❑ ❑ ❑
Are the outlet structures located per the approved plans? 0 ❑ ❑ ❑
Comment: The bioretention areas are not Dlanted according to the approved planting plan
BR-1 has more standing water than is allowed on the approved plan
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ® ❑ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to ❑ 0 ❑ ❑
DWQ upon request?
Comment: The inspection and maintenance records were not available on site.
Other Permit Conditions Yes No NA NE
Is the site compliant with other conditions of the permit? ❑ ❑ ❑
Comment:
Other WQ Issues Yes No NA NE
Is the site compliant with other water quality issues as noted during the inspection? 0 ❑ ❑ ❑
Comment:
page: 3

IM
Permit: SW8050213 Owner - Project: Neighborhoods of Holly Ridge LLC
Inspection Date: 12115/2014 Inspection Type Compliance Evaluation Reason for Visit: Routine
page: 4

Precipitation Frequency Data Server
Pagel of 4
NOAA Atlas 14, Volume 2, Version 3
Location name: Holly Ridge, North Carolina, US*
Latitude: 34.4929*, Longitude:-77.55320
o Elevation: 45 ft*
* source: Google Maps QR
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, i . r arzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in
Average recurrence interval (years)
Duration
1 2 5 10 25 50 100 200 50
5-min 0.497 0.589 0.689 0.768 0.867 0.942 1.02 1.10 1.1
(0.461-0.539) (0.546-0.639) (0.637-0.745 (0.708-0.830) (0.796-0.935) (0.861-1.02) (0.926-1.10) (0.989-1.18) (1.07-
10-min 0.794 0.943 1.10 1.23 1.38 1.50 1.62 1.74 I1.8
(0.736-0.860) (0.874-1.02) (1.02-1.19) (1.13-1.33) (1.27-1.49) (1.37-1.62) (1.47-1.75) (1.57-1.88)
15-min 0.992 1.19 1.40 1.55 1.75 1.90 2.05 2.19 2.3
(0.920-1.08) (1.10-1.28) (1.29-1.51) 1.43-1.68) (1.61-1.89) (1.74-2.05) (1.86-2.21) (1.98-2.37) (2.12-
30-min
1.36
1.64
1.98
2.25
2.60
2.86F
3.14
3.41
g
(2.85-3.38)
(3.08-3.69)
5®-min
1.70
2.05
2.54
2.93
3.88
4.32
4.78
5.4
(1.57-1.84)
(1.90-2.23)
(2.35-2.75)
2.70-3.17)
(3.17-3.73)
(3.55-4.19
(3.92-4.66)
(4.32-5.17)
( 4.85-
2.07
2.52
3.21
3.77
4.58
5.25
IF 5.98
6.77
7.9
2-hr
(1.91-2.25)
(2.33-2.75)
(2.95-3.49)
(3.4B-4.10)
I (4.18-4.97) I
(4.77-5.70)
(5.40-6.49)
(6.07-7.35)
(7.02-
2.23
2.72
3.47
4.12
5.06
5.88
6.76
3-hr
2
( .06-2.44
(2.51-2.98)
(3.20-3.79)
(3.77-4.49)1
(4.61-5.51)
(5.31-6.39)
1(6.07-7.35)
2.73
3.32
4.25
5.05
6.22
7.24F
8.37
9.63
11,
6-hr
(2.50-3.00)
(3.05-3.66)
3.89-4.68)
(4.60-5.55)
(5.63-6.83
(6.50-7.94)
(7.46-9.16)
1(8.49-10.5)
(10.0-
3 21
3.92
5.05
6.02
7.48
8.75
10.2
11.8F
1-4.
12-hr
(2.92-3.58)
3.56-4.35)
(4.57-5.60)
(5.43-6.68
(6.69-8.26)
(7.77-9.65)
8.96-11.2)
(10.3-13.0)
12.2-
3 69
4.48
5.79
6.93
8.65
10.2
11.8
13.7
16,
24-hr
(3.39-4.05)
(4.12-4.92)
(5.32-6.36)
(6.33-7.59)
1 (7.83-9.45)
(9.10-11.1)
(10.5-12.9)
(12.0-15.0)
4.30
5.20
6.67
7.95
9.88
11.6
13.5
15.6
18.
2-day
(3.94-4.73)
(4.77-5.73)
(6.10-7.35)
(7.23-8.74)
8.92-10.9)
1(10.4-12.8)
(11.9-14.9)
(13.6-17.3 )
( 16.1-
4.55
5.49
7.01
8.31
10.2
11.9
13.8
15.8
19.
3-day
(4.17-4.99)
(5.05-6.04)
(6.42-7.70
(7.57-9.11)
(9.26-11.2)
(10.7-13.1)
(12.2-15.1)
(13.9-17.5)
4.80
5.79
7.35
8.67
10.6 112.3
14.1
16.1
19,
4-day
(4.40-5.25)
(5.32-6.35
(6.74-8.05)
(7.91-9.48)
(9.61-11.6)
(11.0-13.4)
(12.5-15.4)
(14.1-17.7)
(16.6-
5.53
6.66
8.37
9.80
11.9
13.6
15.5
17.5
7-day
(5.11-6.01)
(6.16-7.24)
(7.72-9.10)
(9.00-10.6)
(10.8-12.9)
(12.3-14.8)
( 13.9-16.8)
(15.6-19.1 )
6.15
7.37
9.13
10.6
12.7
14.5
16.4
18.4
21,
10-day
5.70-6.68)
(6.83-8.01)
(8.44-9.91)
(13.2-15.7)
(14.8-17.8)
(16.4-20.1)
(18.8-
8.13
9.69
71.8
13.5
16.0
18.0
20.2
22.4
25,
20-day
(7.60-8.75)
(9.05-10.4
(11.0-12.7)
(12.6-14.5)
(14.8-17.2)
(16.6-19.4)
(18.4-21.7)
10.0
17.9
14.3
16.2
18.9
21.0
23.2
25.5
28.
30-day
(9.40-10.7
(11.2-i2.7)
(13.4-15.3)
(15.2-17.3)
(17.6-20.2)
(19.5-22.5
21.4-24.9)
(23.3-27.4)
25.9-
12.6
14.9
17.7
20.0
23.3
25.8
28.5
37.3
35,
45-day
(11.8-13.5)
I
(14.0-16.0)
(16.6-19.0)
(18.8-21.5)
(21.'7-24.9)
(24.0-27.7)
(26.3-30.6)
(28.6-33.7)
(31.7-
15.3F
18.0
21.1
23.7
27.1
29.7
32.4
35.1
38.
60-day
(14.4-1B.2)
(17.0-19.2
(19.9-22.5)
(22.3-25.2)
(25.4-28.8)
(27.8-31.7)
(30.1-34.6
(32.4-37.6)
(35.4-
Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
http://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=34.4929&lon=-77.5532&da... 10/30/2015

Precipitation Frequency Data Server Page 3 of 4
Back to Top
Maps & aerials
Small scale terrain
Greensboro . w { N %X•
)n-$; � alemo o Du carp Rocky Mount Kill Devil Hies
a Raleigh
NORTH
C A R 0 L I N"A Greeo villa , w'
lotte
' Fayetteville NewBern
o
ock Hill
Jacksonville
o
Morehead City
Florence Wilmington I
o i o
3 0 U T H
►RO-LI +lA
Myrtle Beach
® Summerville !st"
0
eharleston
�Gflu"', _, 50 km 02015 Google
Large scale terrain
�. Holly Jid�ge
v - 1538
i
50
G4 gIe 2km Map uB,irtnael-
Large scale map
http://hdsc.nws.noaa.gov/hdsc/pfds/pfds_printpage.html?lat=34.4929&lon=-7... 10/30/2015

Completeness Review Checklist
Project Blame: Received Date:
Project Location: U-C Accepted Date:
00
Rule(s) 2008 Coastal 1995 Coastal Phase 11 (WiRO.) LJUniversal 1988 Coastal
'Gyps of Permit: New o Mod or PR Existing Permit # (Mod or PR): 6;1-1 PE Cert on File?
Density: or LD 'type: Commercial or Residential NCG:
%: (% OK?) Stream Class: SA Map Offsite to SW8
!Subdivided?: Subdivision or Single Lot IMORW Map Exempt
Pape ork Emalled Engineer on:
Pape
(1 original per BMP) BMP Type(s):
M with correct/original signatures (1 original per BMP except LS/VFS and swales)
0�
Application with correct/original signatures eed
Corp or LLC: Sig. Auth. per SoS or letter Li Email Address: Design Engineer
05 (within 6mo) ®Email Address: Owner
oils Report with SHWT , Note to Reviewer:
nZa'/Iculations (signed/sealed)
No obvious errors w e-qept',L
Density includes common areas, etc
Li Deed Restrictions, if subdivided: �%
Signed & Notarized
Correct Template (Comm/Res & HD/LD) or Dec. Covenants & Rest
Plans -
Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
ffG ading Wetlands: Delineated or No Wetlands
icinity Map Q n ayout (proposed BUA dimensions)
i
Legend El DA Maps roject Boundaries
Infiltration
1i+I/et Pond
Offsite
Soils Report
U Soils Report
LJPE Cert for Master Lot #:
SHWT:
SHWT:
Deed Rest for Master Lot # Matches Master
Bottom:
PP:
BUA Permitted (Master): s
Visited:
BUA Proposed (Offsite): sf
Additional Information:
Permitted Proposed: Proposed: Proposed: -

STROUD ENGINEERING, P.A.
102-D Cinema Drive
Wilmington, NC 28403
dIEVVIEQ @IF 4 D s MMO u uLad
[phone]
TO A
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
DATE
JOB NY,
ATTENTION
❑ Samples
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
Jr �S
I�
THESE ARE TRANSMITTED as checked below:
❑ For approval
i ❑ For your use
❑ As requested
❑ For review and comment
❑ FORBIDS DUE
REMARKS
❑ Approved as submi
❑ Approved as noted4
❑ Returned for correc
COPY TO _ A"
lc—; d
-2-0 .
it enctosures are nor as notes

DEMLR USE ONLY
Date e9eived
Fee Eaig Permit Number
2� ,F.
Applica e R s: ❑ 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 Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original E C a I E
I. GENERAL INFORMATION S+ I�
1. Project Name subdivision facility, SEF 2
1 ( ty, or establishment name -should be consistent project name on pl
specifications, letters, operation and maintenance agreements, etc.): BY,
NEIGHBORHOODS OF HOLLY RIDGE PHASE 1
2. Location of Project (street address):
NC HWY 50
City:HOLLY RIDGE County:ONSLOW Zip:28445
3. Directions to project (from nearest major intersection):
FROM THE INTERSECTOIN OF US 17 AND NC 50 IN HOLLY RIDGE, TAKE NC 50 SOUTH 1.4 MILES.
TURN RIGHT INTO SUBDIVISION AT AZALEA DRIVE.
4. Latitude:34° 28' 35" N
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑I
tRenewals
of the main entrance to the project.
Modification e o 'cations
mod cations also reg5ires SWU 102 - Renewal Application Form
b.If this application is being submitted as the result oadi£icaffon to an existing permit, list the existing
permit numberSW8 050213 , its issue date (if known)3/3/2005 , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
Flow 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
DEMLR 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:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI. http://portal.ncdenr.org/web/ir/rules-and-regulations
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6

M. 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:NEIGHBORHOODS OF HOLLY RIDGE, LLC
Signing Official & Title:SCOTT COOK, MANAGER
b. Contact information for person listed in item 1a above:
Street Address:1105 NEW POINTE BOULEVARD, SUITE 6
City:LELAND State:NC Zip:28451
Mailing Address (if applicable):
City: State: Zip:
Phone: [phone] Fax: ( )
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: I E V E 017
b. Contact information for person listed in item 2a above:
Street
SEP24 z-5
City: State: Zipa
Mailing Address (if applicable):
City:_
Phone:
State: Zip:
Fax: ( 1
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:
Signing Official &
b. Contact information for person listed in item 3a above:
Mailing Address:
City:
Phone:
Email:
State: Zip:,
Fax:
4. Local jurisdiction for building permits: TOWN OF HOLLY
Point of Contact:INSPECTIONS DEPARTMENT Phone #: (910 ) 329-7081
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
THE EXISTING STORMWATER SYSTEM IN PHASE 1 CONSISTS OF 4 BIORETENION BASINS.
THIS MODIFICATION SEEKS TO ADD A GRAVEL DETENTION SYSTEM TO ENABLE THE
CONTINUED USE OF A GRAVEL BOAT TRAILER PARKING AREA.
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:
E Other: SW8 050213 Date: 3 00
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
® Coastal SW -1995 ❑ Ph H - Post Construction
3. Stormwater runoff from this project drains to the CAPE FEAR River basin.
4. Total Property Area: acres
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:
acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHM line, and coastal wetlands landward from the NHW (or MHM line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHK9 line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 =
9. How many drainage areas does the project have?5 (For high density, count I for each proposed engineered
stormwater BMP. For low density and other projects, use I 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
Draina a Area 5
_
Dj ama ,e Area _
Draina e Area _
Drama a Area _
Receiving Stream Name
COUNTY
LINE
BRANCH
11-01,
Stream Class *
SA; HQW
Stream Index Number *
18-87-6-1
Total Drainage Area (so
30,436
Q
0
On-site Drainage Area (so
30,436
O
Off -site Drainage Area (so
0
V
Proposed Impervious Area**'sf)
1 30,436
r ?,
% Impervious Area** total
100
Impervious' Surface Area
Dramage Area 5
Drainage Area._
IDrama e Area _
Diaina a rea _
On -site Buildings/Lots (so
0
On -site Streets (so
0
On -site Parking (so
30,436En
On -site Sidewalks (so
0
Other on -site (so
0
`
Future (so
0
Off -site (so
0
Existing BUA*** (so
0
Total (so:
30,436
* Stream Class and Index Number can be determined at: http://portal.ncdenr.org/webfwq/ps/csu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
*�* Report only that amount of existing B UA that will remain after development. Do not report any existing B UA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. NA
Proiects in Union County: Contact DEMLR 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 1 SA NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state storarnwater 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 htto://-Portal.ncdenr.orL,/web/wa/ws/su/bmD-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
httg://]2ortal.ncdenr.org/web/wq/ws/su/statesw/forms dots. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map atht[p://portal.ncdenr.org/web/wq/ws/su/maps.)
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.ncdenr.org/web/wq/ws/su/statesw/forms does.
TIM'tials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. OriginaI 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 _L,
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
ht!p://www.envhelp.org/pages/onestopexl2ress.hbnl 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 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
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 si -eets 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 any coastal wetlands landward of the MHW or NHW lines.
a Delineate the vegetated buffer landward from the normal pool elevation
structures, the banks of streams or rivers, and the MHW (or NHW) of ti waters.
i. Dimensioned property/project boundary with bearings & distances. SEP 2 4 2015
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevatio �
1. Details of roads, drainage features, collection systems, and stormwater contro YAL re-T.-
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.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

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 existing
elevations and boring logs. Include an 8.5"x11" 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 DEMLR to verify the SHTNT prior
to submittal, [phone].) /
10. A copy of the most current property deed. Deed book: 2214 Page No: 826 (1..
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC !r�
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 15A 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 application will be returned.
http://www.secre!LU.state.nc.us/Corporations/CSearch.mpx
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 forms can be downloaded from http://portal.ncdenr.org/web/lr/state-stormwater-
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 DEMLR, 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:DAVID L. MENIUS, P.E.
Consulting Firm: STROUD ENGINEERING, P.A.
Mailing Address:102-D CINEMA DRIVE
City:WILMINGTON
State:NC
Phone: (910 ) 815-0775 Fax: L n
Email:[e-mail]
Zip:28403
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hype name of person listed in Contact Information, item 2a) NA certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
Isted in Contact Information, item 1a) NA with (print or type name of organization listed in
Contact Information, item 1a) NA 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.
ECE, IW;
SEP 2 4 N
ff U.-
Form SW- 101 Version Oct. 31, 2013 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 DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR 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 theesf penalties of up to $2,5,000 per day, pursuant to NC'GS 7�3-215.6.
Date 13A 1's
L sz� c- a Notary Public for the State of Klc•�nty of
do hereby certify that _�`�O\N personally appeared
before me ihisoiaday of ��t Q " and acknowledge the due execution of the application for
a stormwater p 1ernu Ig! ness my hand and official seal,
G NotaryR�
New Hanover _
MY Corn County
misslon Expires
09/ 18/2020
CARO`
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires
I, (print or type name of person listed in Contact Information, item Ia) SCOT!' COOK
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 storm y{ es trader i NCAC 2H .1000 and any other applicable state stormwater requirements.
Date:\T\��
I, a Notary Public for the State of County of
do hereby certify that personally appeared
before me th�day of f and acknowledge the due execution of the applications for
a stormwater permit. Witness my hand and official seal,
�gtIN E G
Notary Public
New Hanover County c
.My Commission Expires_
09/18/2020
Form SWU-l01 Version Oct. 31, 2013
v
SEAL
My commission expires�fl �Q>
ECEIV
SEP 2 4 2015.
vtir,
Page 6 of 6

Permit Ntr "
(to be provided by DINQ)
.� �aF warF90
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
NC ENR 401 CERTIFICATION APPLICATION FORM �'}T
PERMEABLE PAVEMENT SUPPLEMENT
This form must be completely filled out printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION �
Project Name Neighborhoods of Holly Ridge Phase 1—Boat Storage Area _.
Contact Person David L. Menius, P.E.
Phone Number 910-BIM775
Date 7/27/2015
Drainage Area 1 Of 1
III. DE -SIGN INFOR-MATION
Soils Report Summary
Hydrologic soil group (HSG) of subgrade A
Infiltration rate 0.00 in/hr
Pavement Design Summary
Permeable Pavement (PP) design type
SA of PP being proposed (A,)
Resulting BUA counted as impervious for main application form
Adjacent BUA directed to PP (AJ
Ratio of Ac to Ap
Flow from pervious surfaces is directed away from PP?
Design rainfall depth
Permeable pavement surface course type
Layer 1- Washed aggregate size (ex. No. 57)
Layer 1- Aggregate porosity (n)
Layer 2 - Washed aggregate size (ex. No. 57)
Layer 2 - Aggregate porosity (n)
Minimum total aggregate depth for design rainfall (DN,q)
Drawdown/infiltration time for Day
How is 10-yr, 24-hr storm handled?
Aggregate depth to infiltrate 10-yr, 24-hr storm (Dlo)
Drawdown/infiltration time of 10-yr, 24-hr storm
Actual provided total aggregate depth
Top of aggregate base layer elevation
Storage elevation of design rainfall depth
Overflow elevation
Bottom elevation at subgrade
SHWT elevation
Underdrain diameter
Detention - no liner
16,461
ft2
16,461
ft2
13,975
ftZ
0.85
(unitless)
Yes
1.5"
in
#57
OK
OK
BUA Credit for Permeable Pavement Footprint:
Zero BUA Credit
040
(unitless)
OK
#57
0.40
(unitless)
OK
7.0
in
2.0
days
OK
bypassed
Underdrain Required
in
days
7.0
in
OK
26.00
fmsl
2600
fmsl
26,00
fmsl
25,42
fmsl
2450
fmsl
4
in
#REF!
ECErvE
SEPpk2015
BYE 0
Form SW401-Permeable Pavement-Rev.4-October 16, 2012 PP Supplement Form, Page 1 of 3

Permit No.
(to be provided by DWQ)
Detention Systems (skip for infiltration systems)
Diameter of orifice
1.00
in
Coefficient of discharge (Co)
0.60 (unitless)
Driving head (Ho)
0.33 ft
Storage volume discharge rate (through discharge orifice)
0.02 ft3/sec
Storage volume drawdown time
2.90 days
OK
Pre -development 1-yr, 24-hr peak flow
0.02 't3/sec
Post -development 1-yr, 24-hr peak flow
I
,110 ft3/sec
Additional Information
Slope of soil subgrade at bottom of permeable pavement
0.10
%
OK
Slope of the permeable pavement surface
0.10
%
OK
Construction sequence minimizes compaction to soils?
Yes
OK
Subsoil preparation specified (must select one)
trenched
Meets industry standards for structural requirements?
Yes
OK
Washed stone is specified for the aggregate?
Yes
OK
Required signage specified on plans?
Yes
OK
Number of observation wells provided
2
OK
Distance to structure
40.00
ft
Distance to surface waters
200.00
ft
OK
Distance to water supply well(s)
100,00
ft
OK
EC`IVE
3EP 2 4 2015
6Y:
Form SW401-Permeable Pavement-Rev.4-October 16, 2012 PP Supplement Form, Page 2 of 3

Permit No.
(to be provided by DWQ)
kll. REQUIRED ITEMS CHECKLIST — �T
r
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.
1. Plans (1" = 50' or !arger) of the entire site showing:
- Design at ultimate build -out,
- Off -site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per
basin),
Location of permeable pavement,
- Roof and other surface flow dir6cted away from permeable
pavement,
- Location of the permeable pavement sign(s).
2. Section view of the permeable pavement (1" = 20' or larger)
showing:
All layers (including details about the surface course), and
SHWT
3. A detail of what the permeable pavement sign.
4. A site specific soils report that is based upon an actual field
investigation, soil borings, and infiltration tests within the
footprint of the proposed permeable pavement. The soils
investigation shall state the infiltation rate, SHWT elevation, and
information about any confining layers. County soil maps are not
an acceptable source of soils information.
(Projects in the WiRO - The results of the soils report must be
verified in the field by DWQ, by completing & submitting the soils
investigation request form.)
5. A construction sequence that shows how the permeable
pavement will be protected from sediment until the entire
drainage area is stabilized.
6. The supporting calculations.
7. A copy of the signed and notarized operation and maintenance
(O&M) agreement.
8. A copy of the deed restrictions (if required).
Initials
M,
Page! Plan Sheet No.
�ECEIVED
SEP2420b
BY. -
Form SW401-Permeable Pavement-Rev.4-October 16, 2012 PP Supplement Form, Page 3 of 3

Permit Number�-5,v w `" ,;?/3
(to be provided by DWQ)
Drainage Area / Lot Number:
Permeable Pavement Operation and Maintenance Agreement
1 will keep a maintenance record on this BMP. This maintenance record vrill 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.
At all times, the pavement shall be kept free of:
- Debris and particulate matter through frequent blowing that removes such
debris, particularly during the fall and spring.
- Piles of soil, sand, mulch, building materials or other materials that could deposit
particulates on the pavement.
Piles of snow and ice. E' VE
- Chemicals of all kinds, including deicers. SEP 2 4 2015
The permeable pavement will be inspected once a quarter. Recor operation and
maintenance will be kept in a known set location and will be available upon reque .
inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BNO element:
Potential problem: _
- i How to remediate the problem:
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
permeable pavement
erosive gullies
remove the gully, then plant ground
_cover and water until established.
A vegetated area drains
! Regrade the area so that it drains
itoward the pavement.
I away from the pavement, then plant
ground cover and water until
I established.
The surface of the
i Trash/ debris present
Remove the trash/ debris. i
permeable pavement
Weed
_
Do '
ulls
not pthe weeds (may pull out
media as well). Spray them with a
1
systemic herbicide such as
glyphosate and then return within
the week to remove them by hand.
(Another option is to pour boiling
water on them or steam them �I
Sediment _
! Vacuum sweep the pavement.
Rutting, cracking or slumping I Consult an appropriate professional. ,
or damaged structure
Observation well-
( Water present more than five I Clean out clogged underdrain pipes.
days after a storm event Consult an appropriate
professional
for clogged soil subgrade.
tReplace
_Educational sign ,
_ _, Missing or is damaged.
the sign.
Form SW40 1 -Permeable Pavement O&M-Rev.4 10/03/2012 Page 1 Of 2

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 or responsible party.
Project name:NEIGHBORHOODS OF HOLLY RIDGE PHASE 1
BMP drainage area or lot number:5
Print name:SCOTT COOK
Title:MANAGM NEIGHBORHOODS OF HOLLY RIDGE, LLC
Address:1105 NEW POINT BLVD, STE 6, LELAND, NC 28451
Phone:[phone]
Signature
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.
a Notary Public for the State of
County o, do hereby certify that
personally appeared before me thi8
day of ��- ,a O V� and acknowledge the due execution of the
forgoing permeable pavement maintenance requirements. Witness my hand and official
seal,
SN
Not
3 New Hong publlo
MY Cornmrs jonCoun c
=;y 09/1812020 Xplre.9
0
it%00
My commission expires
=CEIVE
SEP 2 4 20b
BY:
Form SW401-Permeable Pavement O&M-Rev.4 101O 2012 Page 2 of 2

NCDENR Stormwater Design Calculations
Pervious Pavement Detention System
Project:
Neighborhoods of Holly Ridge
Phase 1 Boat Storage
Job #:
PW-647
Engineer:
DLM
Date:
7/27/2015
Pervious Gravel
16461 sf
Impervious Gravel
13975 sf
Total BUA
30436 sf
Design Rainfall Depth
1.5 in
Required Storage Volume
3805 cf
#57 Stone Void Ratio
0.4
Required #57 Stone Volume
352.3 cy
Required #57 Stone Depth
6.9 In
#57 Stone Depth Provided
7 in
Top of #57 Stone Elevation
26.00
Overflow Weir Elevation
26.00
Bottom of #57 Stone Elevation
25.42
Drawdown Orifice Elevation
25.00
Pre Development Runoff:
Runoff Coefficient
0.20 (soil)
Area
0.70 acres
1 Year 24 Hour Storm Intensity
0.15 in/hr
1 Year 24 Hour Storm Runoff
0.02 cis
Post Development Runoff:
Runoff Coefficient
0.95 (gravel)
Area
0.70 acres
1 Year 24 Hour Storm Intensity
0.15 in/hr
1 Year 24 Hour Storm Runoff
0.10 cis
2-5 Day Drawdown for State Volume
Max (2 Day) Flow=
0.02 ds
Min (5 Day) Flow--
0.01 ds
Slot Stage=
1.00 ft
Avg Head=
0.33 ft
2 Day Area=
0.008 sf
5 Day Area=
0.003 sf
2 Day Diamete—
1.205 in
5 Day Diameter--
0.762 in
Provide Orifice=
—7'nin
Drawdown Flow--
Drawdown Time=
�ds
days
is < oredevelopment discharge, OK
is within 2-5 days, OK
RECEIVEj�
2 4 20
� 15 U
BY:_

DC
CGS CAROLI NAS, LLP "Setting the Standard for Service"
Geotechnical • Construction Materials • Environmental • Facilities NC Registered Enginee;'.ng Firm F-1078
August 20, 2015
Mr. Scott Cook
Neighborhoods of Holly Ridge
1105 New Pointe Blvd. Suite 6
Leland, North Carolina 28451
Reference: Report of Season High Water Table Estimation
The Neighborhoods of Holly Ridge Storage Lot
Holly Ridge, Pender County, North Carolina
ECS Project No. 22.23168
Dear Mr. Cook:
ECS Carolinas, LLP (ECS) recently conducted a season high water table (SHWT) estimation
adjacent to the stormwater best management practice (BMP) areas within the storage parking
lot at The Neighborhoods of Holly Ridge in Holly Ridge, Pender County, North Carolina. This
letter, with attachments, is the report of our testing.
Field Testing
On August 19, 2015, ECS conducted an exploration of the subsurface soil and groundwater
conditions at two requested locations shown on the attached Test Location Plan (Figure 1).
ECS located the borings using a site plan provided by Stroud Engineering. The purpose of this
exploration was to obtain subsurface information of the in -place soils for the stormwater BMP
areas. ECS explored the subsurface soil and groundwater conditions by advancing one hand
auger boring into the existing ground surface at the requested boring locations. ECS visually
classified the subsurface soils and obtained representative samples of each soil type
encountered. ECS also recorded the SHWT and groundwater elevation observed at the time of
the hand auger borings. The attached SHWT Form provides a summary of the subsurface
conditions encountered at the hand auger boring locations.
The SHWT and groundwater elevation was estimated at the boring locations below the existing
grade elevation. A summary of the findings are as follows:
Location
Si;W i
Grou ndweteir
B-1
28 inches
55 inches
B-2
32 inches
55 inches
The SHWT may vary within the proposed site due to changes in elevation and subsurface
conditions.
RECENED
SEPZ{2015
BY:
6714 Netherlands Drive, Wilmington, NC 28405 • T: 910-686-9114 • F: 910-686-9666 • www.ecslimited.com
ECS Carolinas, LLP • ECS Florida, LLC • ECS Midwest, LLC • ECS Mid -Atlantic, LLC • ECS Southeast, LLC • ECS Texas, LLP

Report of SHVbT Estimation
The Neighborhoods of Holly Ridge Storage Lot
Holly Ridge, Pender County, North Carolina
ECS Project No. 22.23168
August 20, 2015
Closure
ECS's analysis of the site has been based on our understanding of the site, the project
information provided to us, and the data obtained during our exploration. If the project
information provided to us is changed, please contact us so that our recommendations can be
reviewed and appropriate revisions provided, if necessary. The discovery of any site or
subsurface conditions during construction which deviate from the data outlined in this
exploration should be reported to us for our review, analysis and revision of our
recommendations, if necessary. The assessment of site environmental conditions for the
presence of pollutants in the soil and groundwater of the site is beyond the scope of this
geotechnical exploration.
ECS appreciates the opportunity to provide our services to you on this project. If you have any
questions concerning this report or this project, please contact us at [phone].
Respectfully,
ECS CAROLINAS, LLP
K: Brooks Nall
Project Geologist
Luke Menius, P.E. — Stroud Engineering
Attachments: Figure 1 - Test Location Plan
Infiltration Testing Form
ASFE Document
Winslow E. Goins, P.E.
Principal Engineer
2

BY:.

Seasonal High Water Table Estimation
The Neighborhoods of Holly Ridge Storage Lot
Holly Ridge, Pender Co., North Carolina
ECS Project No. 22.23168
August 19, 2015
Location Depth USCS Soil Description
B-1 0-6" - ABC Stone
6"-28" SIP Brown/gray/orange fine SAND w silt (fill)
28"-60" SM Dark gray silty SAND w organics
Seasonal High Water Table was estimated to be at 28 inches below the
existing grade elevation.
Groundwater was encountered at 55 inches below the existing grade
elevation.
Location Depth USCS Soil Description
B-2 0-4" - ABC Stone
4"-32" SIP Brown/gray/orange fine SAND w sift (fill)
32"-60" SM Dark gray silty SAND w organics
Seasonal High Water Table was estimated to be at 28 inches below the
existing grade elevation.
Groundwater was encountered at 55 inches below the existing grade
elevation.
RECEIVED
5EP 2 4 2015
ar•

Page 1 of 4
Doc I0: 000015860004 Type: CRP
Recorded: 09/2V2004 at 03:42:29 AM
►�� SSJ Faa Amt: $297,00 PAge t of 4
Excise Tax: $274.00
Ot 0nslou County, NG
�b "' '( Mildrre�d M Thomas Register roof DeedVs
eK 2 G 14 Ffl0 G 6-D G 9
NORTH CAROLINA GENERAL WARRANTY DEED
STATE OF NORTH CAROLINA This deed presented to Parcel No. 735 30,
The anslux, Co Tax om Record No.
COUNTY OF ONSLOW ilal�l�cle4p Excise Tax: 274.00
This instrument was prepared by; W. James Brandon
The Attorney preparing this instrument has made no record search or title examination as to the
property herein described unless the same is shown by his written and signed certificate. Further
no tax advice of any nature has been rendered to the parties to this instrument.
Brief description for index:
THIS DEED, made this 15th day of March, 2004 by and between JERRY L.
THOMPSON and wife, BARBARA E. THOMPSON (hereinafter called Grantor); and
NEIGHBORHOODS OF HOLLY RIDGE, LLC whose mailing address is: 427 Long Leaf Drive,
Hampstead, NC 28443 (hereinafter called GRANTEE).
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors and assigns, and shall include singular, plural, masculine, feminine or neuter as
required by context.
WITNESSETH:
THAT WHEREAS, the said Grantor for valuable consideration paid by the Grantee,
receipt of which is hereby acknowledged, has bargained and sold, and by these presents does
hereby grant, bargain, sell and convey unto the said Grantee in fee simple, the following
described lot or parcel of land located in Sturnp Sound Township, Onslow County, North
Carolina:
See attached Exhibit A which is incorporated by reference as if fully set forth herein.
ECEI V E
SEP 2 4 2014
BY:
Book: 2214 Page, 1977-Current: 826 Seq: 1

Pege,2 of 4
The property hereinabove described as acquired by Grantor by instrument recorded in
Book 647 at Page 134 of the Pender County Registry.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
appurtenances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee
simple, has the right to convey the same is fee simple, that title is marketable and free and clear
of all encumbrances, and that Grantor will WARRANT and DEFEND the title against the lawful
claims and demands of any and all persons whomsoever except for the exceptions hereinafter
stated.
Title to the property hereinabove described is subject to the following exceptions:
1. Ad valorem taxes for 2004 and subsequent years.
2. General utility service easements and rights of way of record.
3. Restrictions of record.
4. Applicable Local, county, state or federal government laws or regulations relative to
environment, zoning, subdivision, occupancy, use or construction of the subject property.
IN WITNESS WHEREOF, the Grantor has hereunto set their hand and seal, the day and
year first above written.
T 2ui 2 (SEAL)
JE Y L. THOMPSON
C ; G-w , SEAL)
BARBARA E. THOMPSON /
STATE OF L COUNTY OF Yu,LL4-
�I, a Notary Public of the County and State aforesaid, certify that JERRY L.
.�, . .'-4 �THOMPSON and wife, BARBARA E. THOMPSON
'J jpersonally appeared before me this day and acknowledged the due execution of
{; .. it foregoi g instrument. Witness my band and official stamp or seal this the
DiX day of March, 2004.
My Commission Expires: ^
l� 0s, 0 OTARY PUBLIC
Book: 2214 Page, 1977-Current: 826 Seq: 2

Page 3bf4,
9XI41BrT "A"
BEGINNING at an iron stake In the Southeastern right of way Ilne of U. S. Highway #17,
said Iron stake located at the point where the old centerline of Fourth Street of Camp Davis
Military Base, now abandoned, would cross said right-of-way line if extended, said trop
stake also lying South 35 degrees 25 minlltes East 50.50 #eet from, an existLag PK Nat! In the
centerline of U. S. Highway #17, which said PK Nall lies 427.01 feet In a Northwardly
direction as measured along the centerline of U. S. Highway #17, 427.01 feet from the point
where the centerline of Popkln Drive, If extended, intersects the centerline of U, 8. highway
17 and 3,581.34 feet as measured In a Northwardly direction from the point. where the center-
line of U. S. Highway 17 Intersects the Pender County-Onslow County line at a PK Nall, run-
ning thence from the beginning point above set out, South 35 degrees 25 minutes East 1,278.95
feet to an existing iron stake in a line, now or formerly, known as the Hardison -Gray line,
thence with Hardison -Gray line, North 49 degrees 35 minutes East 98.36 feet to an existing
Iron stake, In said Hardison -Gray line, thence leaving the Hardison -Gray ILne North 35 de-
grees 25 minutes West 1,289.10 feet to an existing Iron stake In the Southee.s.tern right-of-way
line of U. S. Highway #17, thence with said right-of-way line South 43 degrees 45 minutes
West 100 feet to the point of beginning and being all of that property obtained by Robert
Morris and wife, Lilian B. Morris by Deed recorded October 3, 1979, In Book 562, Page 316,
Onslow County Registry.
Book: 2214 Page, 1977-Current: 826 Seq: 3

Page 4 of 4
The foregoing certificate(s) of MARY A EDENS
is/are cerriFed to be correct. This instrument and this certificate are duly registered at the date
and time and in the Book and Page shown on the first page hereof.
� , , , , Register of Deed for Onslow County
$ : ------ Deputy/Assistant - Register of Deeds
Book: 2214 Page, 1977-Current: 826 Seq: 4

E-Filed Annual Report
620s4s1
LIMITED LIABILITY COMPANY
Do not data enter manually.
� _ w. _.• P� ANNUAL REPORT y.
NAME OF LIMITED LIABILITY COMPANY: Neighborhoods of Holly Ridge, LLC
REPORT FOR THE YEAR: 2015 STATE OF INCORPORATION: NC
SECRETARY OF STATE L.L.C. ID NUMBER: 0716245
NATURE OF BUSINESS: Land Development
REGISTERED AGENT: Cook, Ryan
REGISTERED OFFICE MAILING ADDRESS: 1105 New Pointe Blvd Ste 6
Leland, NC 28451-4130
REGISTERED OFFICE STREET ADDRESS: 1105 New Pointe Blvd Ste 6
Leland, NC 28451-4130 Brunswick County
PRINCIPAL OFFICE TELEPHONE NUMBER: [phone]
PRINCIPAL OFFICE MAILING ADDRESS:
PRINCIPAL OFFICE STREET ADDRESS:
Company Officials:
1105 New Pointe Blvd Ste 6
Leland, NC 28451-4130
1105 New Pointe Blvd Ste 6
Leland, NC 28451-4130
Name: Scott Cook Name: Tdewatch LLC
7atle: Manager Title: Member
Address: Address:
106A Cinema Dr 1105 New Pointe Blvd Ste 6
Wilmington, NC 28403 Leland, NC 28451
CERTIFICATION OF ANNUAL RETORT MUST BE COMPLETED BY ALL LIMITED LIABILITY COMPANIES
Scott Cook
FORM MUST BE SIGNED BY A MANAGERIMMI MER
Scott Cook
4/16/2015
DATE
Manager
TYPE OR PRINT NAME TYPE OR PRINT TITLE
ANNUAL REPORT FEE: E-Paid MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525

DIRECT NON PERMEABLE
DRIVE ISLE TO PERVIOUS
PARKING AREAS VIA
14' (NOMINAL) WIDTH CROWN SECTION
2` WIDE ABC BERM CROWN
DEPTH DIRECT DRAINAGE • 40' (NOMINAL) WIDTH
(NON PERMEABLE) FROM ADJACENT EXTENDS 6 A80VE DIRECT DRAINAGE
7° ABC DEPTH
AREAS AWAY FROM #57 STONE DETENTION (NON PERMEABLE) FROM ADJACENT
Y PER FT CL EL DRIVEWAY 30''(NOMINAL) WIDTH #57 STONE DETENTION AREAS AWAY FROM 2'WIDE
EX DRpD� �� PER PLAN TOP EL 71STONE DEPTH EL DRIVE ISLE SHALL BE LEVEL PARKING AREA
26.50 TOPE TOP EL 26.00 90W- GRADMON
E
A -A 4'PERFORHPOE ERDRAIN SUBGRADE EL 25.42
TYPICAL PICAL DRIVEWAY UNDERDRAIN
TRENCHED INTO INV EL 25.00
LEVEL SUBGRADE
B_p SHWT 24.1 24.5
CROSS SECTION TYPICAL DR
IVE ISLE &DETENTION
CROSS SECTION
4' THREADED
CONC BOX WITH LID CAP FLUSH
TOP OF BOX EL 26.50 WITHSURFACE
, , , n
of°owoaO o� ?0. opQ° o°�
WO STORAGE EL • 26.00 DXmDRpO °moo° O o° 0 0 0 o�O
go 0 0 0 0 og
QQ?O p pp O
000���ooQQOp op O 0 Popp_ Q�ooO�p ppOQ
I' HOLE DRILLED S2 o °OC��o ° a 00° o p°v°° op°°v
4`SOLID PVC OUTFACE IN 4° PVC CAP OOOOp O 0 QO0000QDO00
4' SOLID HOPE CONVEYANCE p o p o vv o p po p
TO EXISTING GRADE FROM #57 STONE DETENTION Qo�OoOp�O�oop O o000
ORIFICE INV
�X.�RflOE 25.00 UNDERDRAIN 4'PERFORATEO
INV EL 25.00 PVC EXTENDED
12'INTO SUBGRADE Lj
OUTFALL ASSEMBLY OBSERVATION WELL ASSEMBLY
50' BYPASS WEIR 2' WIDE ABC BERM i v vr►�.�.wiv v iLLc
OUTLET
EXTENDS 6' ABOVE
ABC BERM EL 26.50 #57 STONE DETENTION STRUCTURE CLEANOUT CLEANOUT HOLLY RIDGE
bur
• T RA m 4' SOLID HDPE 4' PERFORATED SUBGRADE EL 25m42
o . o CONVEYANCE TO HPDE UNDERDRAIN
OUTLET STRUCTURE TRENCHED INTO UNDERDRAIN
LEVEL SUBGRADE INV EL 25.00 1
C'`_�` SHWT 24.1 - 24.5 G�
D-D J
TYPICAL BYPASS TYPICAL UNDERDRAIN AND
WEIR PROFILE NC 50
OUTFACE PROFILE SITE
TO WILMINGTON
TO SURF CITY
N.T.S.
PROJECT BENCHMARK
SSMH #11 RIM EL 29.18
DIRECT DRAINAGE 27.21
FROM ADJACENT 27.21 ` w
AREAS AWAY FROM
DRIVEWAY AND
PARKING AREA
WETLAND AREA
A--1
27.69 x
DIRECT NON PERMEABLE 7" DEEP ABC 26.90
DRIVEWAY TOWARDS #57 (NON PERMEABLE)
DETENTION VIA REVERSE
CROWN SECTION
26.94 x
26.60
LOT 48
�-
�kxa. ±:. _�. Ca., ...cwr ,x _ .�',, r .^„ `,a �.. -.,3' '�v �. [r:.. a s'�.°^+� _2,. ia�-_.. a n
, .:. _, .. `s ....., .�-.._ <., V. � ;5-az ram.- '',� ... . ... , _. -<. , ..> .<. ..
s.
o _. .. -"•r, �r<. tom`',. , `,2 � .t"xs..-.
✓` �. -
-
x.
.'. .vFw .. z.... 3'F....... x.x_ n ,y� v .o a `k�4<#},.`k'. : ttn .m ^#�. v x v.. `e2- vim.. .. .`a�A .. _ ..
x Y. KS <_ .. q. .=�. .. <.. w= _*.`a x�. .., ...1 - ,.. a .. ,.. 3s .. :... ♦ ... a . < e >•.
- , c „1=2, „"*- , . r• x.."+ ?, �"�» -.r .'ro >. 41 <v A .... ::w.. z -. . §, >,: � ... >.--r"'�a�, e a.
> ., ,�''......e ..,
es :� v vtl� r. ?,.,..
-. F-".m r� a^_ mx ,4` ..,+r.:x't' . , °�.,; >
-• � _
., 3 '
n
a t
�i ��"..... � �.�t� �.
� ���
, .< ... s„ _u..> ... .<a - . a .. >�.x ,.
... ... ..:>+T�� X. "n 'S Via. .•w ». �.- <
'f
µ� .v.-
-
-
, _ .. ....v... s .- x., ,. ,n. ,sik <.. s„ <.,. b ,< Win. .. .: ..,. _h ..,,. .,„.. ". v. .,
... ... xm.'... ..+"hu`". `•.x.. "�,'�. 'c`i._ �. _. . 2.... b... n.:s. ,. ,>w..,�, . 49.r:,-'a--... �i,.�
a t xs ; zv -, s... k -. � '. � ... . , v."=a <,. . e .. n&. 'zG �..,. C . .uro r , <
:' S"-'ea. .,...5 < <.n. �� '�,...., _:1 _ �"' ut<vi m,..__..z„._... ... ,...s ..>r.< Y€. .. .. fir, _y-
� a . - x. .. ,,y2 �a'� ,,-: �. ,:'Y'. F `"4'':x'. • „<„'1. ^�` 3a .;:*.,A`2.. _v.:,~� yy �". &?..: '�:�;iT^v. 3 v..m �+*"� ' u`tb .. '•.. .» ..* Q, : Z � , .. .. `4.
.-........ ✓vim
-
a .. .,r-..., _... .. e•, ., .
3:. ......:i,•.
.:, \ , .... . T� RF- ,:, ae <. �i � � i...3
-
�
• s . . »,w v:..s.z-3'te.` `'�a^.� `� `4�'su-'E: k�Swf"mu.��' �v�a.'ay.�+.�
f f :
• i
• ►
BOAT PARKING STORMWATER DETENTION EXHIBIT
FOR
THE NEIGHBORHOODS
• • r • •
HOLLY RIDGE
HOLLY RIDGE ONSLOW/• CAROLINA .
�+♦ r
Ott' ,.• � t
DRAWN: DLM
t t
•
APPROVED:
DATE: 7/9/2015
.. : •'
kFAM-

DIRECT NON PERMEABLE
DRIVE ISLE TO PERVIOUS
PARKING AREAS VIA
14' (NOMINAL) WIDTH 2'WIDE ABC BERM CROWN SECTION
7'ABC DEPTH DIRECT DRAINAGE EXTENDS G'ABOVE 40' (NOMINAL) WIDTH DIRECT DRAINAGE
(NON PERMEABLE) FROM ADJACENT 7*ABC DEPTH
AREAS AWAY FROM #57 STONE DETENTION (NON PERMEABLE) FROM ADJACENT
Y2'PER FT CL EL DRIVEWAY TOP El 30' (NOMINAL) WIDTH CL DRIVE ISLE #57 STONE DETENTION AREAS AWAY FROM
SHALL BE LEVEL PARKING AREA
& PER PLAN 26.50 L 7-STONE DEPTH EL 26.70
TOP EL 26-90 TOP EL 26.00 Ex
4'PERFORATED SUBGRAOE EL 25.42
A -A HPOE UNDERDRAIN UNOERORAIN
TRENCHED INTO INV EL 25.00
TYPICAL DRIVEWAY LEVEL SUBGRADE B-B SHWT 24.1 - 24.5
CROSS SECTION 'TYPICAL DRIVE ISLE & DETENTION
CROSS SECTION
4' THREADED
CONIC BOX WITH LID CAP FLUSH
TOP OF BOX EL 26.50 WITH SURFACE
M�m,, w0 000�3
?.o ol �ao`�loo
0- o,:
0 6-OD 1- 0
,-��OcS 0Q)o )0601,
00 000
pQE(���c00
...WQ.ST0RAG,E.EL,.26..00..... 00 0 0
0 00 - -
Odd 0
1 �90 0 0 000 00
I;cggoo 000 )0(:::)Oo
0 00
V HOLE DRILLED ?00 og�e)oo 0 0�3
0 0 0 0
bc�206 0 oo(-,
IN 4'PVC CAP 00- 001- booQ0ooQ)
4' SOLID PVC OUTFALL 4' SOLID HOPE CONVEYANCE (30,0 - 00 0 0 0-c 0
TO EXISTING GRADE FROM -57 STONE DETENTION �)o
-,oc o
ORIFICE INVEX.1 00 0 00 NCO) 0 0
�R�pblr- 25.00 UNDERDRAIN 4'PERFORATED
INV EL 25.00 PVC EXTENDED
12'INTO SUBGRADE
OUTFALL ASSEMBLY OBSERVATION WELL ASSEMBLY
*Z014 " ki I wj
25.68 x EXISTING
ELEVATION
26.50x PROPOSED
ELEVATION
4" HDPE
PERF PIPE
4" HDPE
SOLID PIPE
#57 STONE
DETENTION
PROJECT NO.: PW-647
DRAWING NAME. : W:/MASTER/PW-647/DGN/DLM-DGN
- r- t-
C
20 10 0 20 40
GRAPHIC SCALE: 1"= 40'
50'BYPASS WEIR 2'WIDE ABC BERM
EXTENDS 6'ABOVE
2'WIDE ABC BERM EL 26.50 #57 STONE DETENTION
Im
VQ �TQRA�E M
C-C
TYPICAL BYPASS
WEIR PROFILE
OUTLET
STRUCTURE CLEANOUT
f-7l
CLEANOUT
I dsle�--
4' SOLID HOPE 4'PERFORATED
1"am
SUBGRADE EL 25.42
CONVEYANCE TO HPDE UNDERDRAIN
OUTLET STRUCTURE TRENCHED INTO
UNDERDRAIN
LEVEL SUBGRADE
INV EL 25.00
SHWT 24.1 - 24.5
D-D
TYPICAL UNDERDRAIN AND
OUTFALL PROFILE
WETLAND AREA
PROJECT BENCHMARK
SSMH #11 RIM EL 29.18
DIRECT DRAINAGE 27.21 ®, `��j
FROM ADJACENT 41.41
AREAS AWAY FROM
DRIVEWAY AND
PARKING AREA
A A
I
B J

DEMLR USE ONLY II
Date Received I Fee Paid I Permit Number
State of North Carolina
Department of Environment and Natural Resources
Division of Energy Mineral and Land Resources
(NCDENR DEMLR)
STCRMWATER MANAGEMENT PERMIT R 1`vEWAL APx LICATIGN FORM
'Phis, may be photocopied for use as an original
This form is to be completed by the current permit hol.del pursuant to Title 15A NCAC 2H 1003 0 (2). This states
that stormwater management permits, issued for projects that require the construction of engineered stormwater
control measures (High Density Permits), shall be required to submit an application to renew the permit 180 days
pior to expiration of the permit. Renewed permits are valid for a period of 8 years per Session Law 2011-398 (SB
781) Section 60. (c)k
1. SUBMITTAL R
Only complete applica\httt):H
ges will be accepted and reviewed by the North Crk
�,1��i� E
Environment and Natces (NCDENR) Division of Energy Mineral and L�rc,�s(]Fp�IL A
15
complete package inclthe items listed below. The complete application Fh dl�esubmitted to the approMIR Regional Office. (The appropriate office mayd by clicking on the
interactive online map rtal.ncdenr.org/web/ggest/regional-offices. Copies of the original permit can be
obtained from the Regional Office f the Division of Energy, Mineral and Land Resources.)
This Renewal is for STORMWATER ERMIT #: SW 8 050213
Please check which of the following pe 't renewal scenarios apply. Initial in th paces rovi ed that you a
provided the required information.
❑ A. Renewal Only:
-$505fee
-Renewal Form - Sign and complete all section d on 1 py)
-Recorded Documents Required By Permit: Dee re s ictio s, ovenants, con o iniu Tanned
community declaration & easements (if not already su itt to NC N ;D R C 'es are
acceptable.
-Designer's Certification (if required by permit and not alr dy rece e b NC R) Se h
last page of your permit for a copy of the certification form.)
-1 Have a Copy of the Current Operation and Maintenance Ag ement (O ): a e is on File
with your permit.
-I Do Not Have a Copy of the Current O&M: Initial This Line to R ue f NTENR DEMLR
does not have a copy on file, then you will be notified to submit a new O &
B. Renewal and Modification:
-$505 Fee and Pages 1 & 2 of this Renewal Form
-SWU-101 Application Form (ht :// ortal.ncdenr.or lweblw lwslsulstateswl o s docs)
-Recorded Documents Required By Permit: Deed restrictions, covenants, con minium/planned
community declaration & easements (if not already submitted to NCDENR DE R). Copies are
acceptable. A_
- Under #11.1. on SWU-101 Application Form -- Check Box for Modification w/Ren wal
-Designer's Certification (if required by permit and not already received by NCDE EMLR) (See the 1
last page of your permit for a copy of the certification form.) 61
- O&M Agreement (http:llportal.ncdenr.orglweblwglwslsulbmp-manual) �, _1k,
Form SVE1U-102 (Renewal Form) Rev. Oct. 31, 2013 Page l of 4

❑ C. Renewal and Either.• 1) Permit Transfer to a New Permittee or 2) Pmject Name Chan=
Please submit all items in LA, and:
Request a NCDENR DEMLR site inspection if transferring permit to new property owner.
Submit One of the Two Following Forms below (forms available at http://vortaLncdenr.org/web& state-
stormwater-forms does}.
1. HOA Name/Ownership Change Form: For planned communities (per Chapter 47C or
Chapter 47F of the General Statutes)
❑ D. RenewaL Modification and Transfer (or Name Change)• Please submit pages 1 and 2 of this
Renewal form along with all items listed in I B. and C above (check this box and initial items in B.
& C. that you are submitting to NCDENR DEMLR)
IL APPLICANT'S CERTIFICATION
Note: The legally responsible party is the current permittee and/or the legally responsible representative until such time that the permit is
officially transferred through a request to DUIM by the pemuttee.
I, (print or type name of permittee or person legally responsible for the permit) SCOTI' COOK
certify that I have a copy of the DEMLR Approved Permit and O&M Agreement on -site (OR I have obtained a copy
from DEMLR 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. I agree to notify DEMLR of any
problems with the system and prior to any changes to the system or changes in ownership I will (or have through
this renewal application) notify NCDENR DEMLR and submit the proper forms to modify or transfer the permit.
All information provided on this permit renewal application is, to the best of my knowledge, correct and complete.
Permittee Title -MANAGER NEIGHBORHOODS OF HOLLY RIDGE LLC
NOTARIZATION:
I, a Notary Public for the State of
County do hereby certify that
personally appeared before me this day of �c Q \� , and acknowledge the due execution of the
forgoing stormwater BMP maintenance requirements. Witness my hand and official seal,
My commission e;
Notary Signature:
EGEIVG
SEP 2 4 20b
BY:
Foam SWU-102 (Renewal Form) Rev. Oct. 31, 2013 Page 2 oM
El
Not
Bw No Dry pub!!
Con Dover Co.
mes
09/131a/2p2� Xnplres
'ARO'
rr►nu1+

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 26403
[phone]
September 14, 2015
NCDENR
127 Cardinal Drive
Wilmington, North Carolina 28405
Attn: Linda Lewis
Re: The Neighborhoods of Holly Ridge, Phase 1
SW8 050213
Dear Linda,
I am writing on behalf of the permittee, Neighborhoods of Holly Ridge, LLC, to follow up on the plan of
action to address concerns raised in your letter dated 10/16/2014. Please find the attached submittal which seeks to
modify the subject permit to enable a permeable pavement detention system in place of the gravel boat storage area.
Design drawings are complete and work is set to begin as soon as the modification is issued.
This modification does not affect the permitted drainage area 1-4. The SWU-101 reflects a 5t' drainage
area and associated BMP (the permeable pavement detention). Supplements, maintenance forms, and supporting
documents are attached hereto.
Your assistance in resolving this matter is greatly appreciated. Please feel free to contact me with any
questions or concerns.
Respectfully,
David L. Menus, P.E.
Stroud Engineering, PA
cc: Scott Cook, Manager, Neighborhoods of Holly Ridge, LLC
ECEF
11
SEP 2 4 2015
BY:
107 COMMERCE S T. HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY. 24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

Casmer, Jo
From: Casmer, Jo
Sent: Friday, October 02, 2015 4:17 PM
To: Luke Menius (Imeniusastroudengineer.com)
Subject: Neighborhoods of Holly Ridge; Stormwater Permit SW8 050213
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Permit Application and $505.00 fee on September 24, 2015. This project have been
assigned to Linda Lewis and you will be notified if additional information is needed. Please be advised that the
construction of built -upon area may not commence until the Stormwater Permit is issued.
The application did not reflect an email address. for the applicant so we ask that you provide them with this status.
,ha C"Mar
Administrative Assistant for DEMLR/Stormwater Section
NC Department of Environmental Quality
127 Cardinal Drive Extension
VAlmington, NC 28405
Phone: [phone]
Fax: [phone]
Jo.casmerga ncdenr.gov
Emall comsporx*nre to and from this addmss may be subject to the North Carolina Public Records law and may be disdosed to third
pa►ties

AN411myFAWWA
RCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
June 17, 2015
David L. Menius, P.E.
Stroud Engineering
102-D Cinema Drive
Wilmington, NC 28403
Subject: Gravel Boat Storage Area
Neighborhoods of Holly Ridge Phase I
Stormwater Permit / Project No. SW8 050213
Onslow County
Dear Mr. Menius:
Donald van der Vaart
Secretary
The Division received your letter on June 2, 2015, regarding your request for the Division to
approve the gravel used in.the boat storage area as a pervious surface that is not counted as
built -upon area. The boat storage area was added to the Neighborhoods of Holly Ridge
sometime before October 2008 without benefit of an approved plan. Please note that you are
attempting, to apply a 2014 definition to a gravel surface that was created 6 years before the
new definition went into effect. After due consideration of your request, the Division offers the
following observations.
Due to the long-term compaction that gravel is subjected to, gravel was considered a built -
upon area under the definition of built -upon area for stormwater programs, which was in force
at the time the gravel for this particular site was laid. The construction of a new gravel surface
under SL 2013-413 between August 2013 and September 2014, was not considered a built -
upon area. Please note that the Session Law was not retroactive to existing gravel surfaces.
The current definition of built -upon area is as follows:
15A NCAC 02H .1002 DEFINITIONS Effective 1/1/2015
The definition of any word or phrase in this Section shall be the same as given in Article 21, Chapter
143 of the General Statutes of North Carolina, as amended. Other words and phrases used in this Section
are defined as follows:
(1) "Built -upon Area" means impervious surface and partially impervious surface to the extent that the
partially impervious surface does not allow water to infiltrate through the surface and into the subsoil.
"Built -upon area" does not include a slatted deck or the water area of a swimming pool.
As you can see gravel was removed from the list of things that were not considered built -upon
area, however gravel was also NOT specifically defined as BUA. Today, gravel could be
considered as a pervious pavement and could be assigned a similar amount of BUA credit if it
meets the criteria outlined for pervious pavement in the BMP manual. Please provide
stamped, signed and dated calculations which demonstrate how the installation of the gravel
meets the "permeable pavement used for infiltration" guidelines and how it will be maintained
to retain its pervious qualities overtime.
Division of Energy, Mineral, and Land Resources
Land Quality Section —Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
[phone] / Fax: (910) 3%2004 - Internet: http:llportal.ncdenr.org/web/ld

Mr. Menuis
June 17, 2015
SW8 050213
Some other things to consider when designing this gravel as a permeable
pavement include:
1. The Division can make certain allowances for the lack of a full 2' seasonal
high water table separation;
2. The fact that this particular installation of gravel is in a storage area that
supposedly does not see a lot of traffic volume and therefore, compaction is
probably not going to be an issue;
3. The type and depth of stone used and the presence or absence of
underlying filter fabric will also play a part in how much compaction occurs,
how pervious the installation will be over time and how much BUA credit can
be assigned. Gravels not underlain with filter fabric tend to be pushed down
in the soil over time, creating an impervious surface. Unwashed gravels
containing a lot of fines or a variety of stone sizes cannot be accepted for
pervious pavement credit because the majority of the available void space
will be taken up with the fines and smaller stones.
If you have any questions, please do not hesitate to call me at [phone] or
email me at linda.lewis0_ncdenr.gov.
Sincerely,
Da';G% Ge�
Linda Lewis, E.I.
Environmental Engineer III
GDS1arl: G:1WQ11SharedlStormwaterlPermits & Projects120051050213 HD12015 06 letter 050213
cc:- Scott Cook, Neighborhoods of Holly Ridge, LLC
Wilmington Regional Office Stcrmwater File
SESSION LAW 2014-120 SENATE BILL 734
CLARIFY GRAVEL UNDER STORMWATER LAWS
SECTION 45.(a) G.S. 143-214.7(b2) reads as rewritten:
"(b2) For purposes of implementing stormwater programs, "built -upon area" means
impervious surface and partially impervious surface to the extent that the partially
impervious surface does not allow water to infiltrate through the surface and into the
subsoil. "Built -upon area" does not include a wooden slatted deck, deck or the water area of
a swimming pool, or-gFavehpe ."
SECTION 45.(b) The Environmental Management Commission shall amend its rules to be
consistent with the definition of "built -upon area" set out in subsection (b2) of G.S. 143-
214.7, as amended by Section 45(a) of this act.
SECTION 45.(c) Unless specifically authorized by the General Assembly, neither the
Environmental Management Commission nor the 'Department of Environment and Natural
Resources have the authority to define the term "gravel" for purposes of implementing
stormwater programs. Any rule adopted by the Environmental Management Commission or
the Department of Environment and Natural Resources that defines the term "gravel" for
purposes of implementing stormwater programs is not effective and shall not become
effective.
SECTION 45.(d) This section is effective when it becomes law. Subsection (b2) of G.S.
143-214.7, as amended by Section 45(a) of this act, applies to projects for which permit
applications are received on or after that date.
Page 2of2

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
102-D CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403
[phone]
April 1, 2015
NCDENR
127 Cardinal Drive
Wilmington, North Carolina 28405
Attn: Linda Lewis
Re: The Neighborhoods of Holly Ridge, Phase 1
SW8 050213
Dear Linda,
ECE
I V
APR 0 1205
BY:
I am writing on behalf of the permittee, Neighborhoods of Holly Ridge, LLC, to address concerns raised in
your letter dated 10/16/2014 regarding the boat storage area.
I have observed the boat storage area during and immediately after a rainfall event and have found that the
aggregate in place allows water to infiltrate to the underlying soil. _ l n as ueh, t qua :& fox the -exclusion from
"Built Upon Areas" ahicll is afforded partially pervious materials in 15A NCAt:: 02-H .1002n).
I have attached an 11" x 17" site plan for the boat storage area. It is my understanding that no permit
modification is necessary and that no fee or application is necessary to process this plan revision.
The permittee is aware that there are remaining compliance issues —namely the regrading and vegetating of
required swales—which will require work onsite to correct. Their intent is to proceed ,%vith this . ork once So-1
teiiipci:aiLiics 4oY iii(Src iivorable for pCrmancnt seediil .
Thank you for your patience as we work towards bringing this site into compliance. Please let me know if
you have any_f irther questions or concerns.
-W.
Respectfully,
David L . Menius, P.F.
Stroud Engineering, PA
cc: Scott Cook, Manager, Neighborhoods of Holly Ridge, LLC
107 COMMERCE ST.
SUITE B
GREENVILLE, NC 27858
[phone]
102-D CINEMA DRIVE
WILMINGTON, NC 28403
[phone]
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NC 28557
[phone]

Oz
Oz
4.
o
Q
T
o
W
w
o
o
U
..
Cl
W
Q
a
a
�
a
o
o
may'
U
N
LLI
d
a
�
J
Qa
LLJ
J
CD
z_
� O
u
o
U
o
LLI"
�
�
V)
W
cn
J
o
W
a
J
=
o
_
o'
Co
z
a
Q
CL
L.:�
L L.
O�
q
ca
> N
L�J
~
V
...�
VI
OD N
z N 0
z
W
r
:3 u to
N
W
N
a U
�i
a
••'�
O
z W,
A
Q
w z
- 0 u-,
b r
a
z
�j
W
Z O M
t�
z a0
w
�J
Q
�
Lnao
�
ciao
Q
W
T
Ir
W
pr W
E
OJO�
x
z
-J
J
N
CDa
W W
A
0
cc
3
0 =
O
a a
I
lW
ECOVE
APR 01 2015 = a•"' W s c�:o
� J : � cJ� M �
10
W

O
�/�'
v 1
O�o
o
r
L.i 11
Q
z
J
O
=
Q
J
O
Z
g
—i
cnLL
..
0
W
Z
w
O
.•
Q
=
O
W
0
�
a
O
N
\
a
o
p
L7
•.
LLJ
cn
a
i.iJ
0
0
`°
z
o
Q
o
N
•�
W
z
Q
J
Z
O
J
0>
w
z
^'
o�00N
w
N
Z N O
z
W
v)
a
W
t
•--1
O
O U O�y
z
w
x
O
W IM'1
,--
0L6
z
O
C9
0 J O
F
_
O
�
N
�-+-
J
••
N
a
O=
..
d'
••
W W
O
m
3
O
� _
Q d
W
O
1--
W
W
x
N
in
O
W CD
wIr
O Z ti
ti
O
E o Ln
1-- •
U z ao
C 120
N J -
O;T
•
I I
I i
I I
I I
N' '
�
' : !r �i
IaLn I
1=01
=a.N
IJ1
us
i C� • uj V.,M
C9.J�
. ;
to
I c
•�y�.,o�►d
,.oQ.
o to
'�oN
,
/III I

Lewis,Linda
From: Luke Menius <[e-mail]>
Sent: Tuesday, June 02, 2015 4:45 PM
To: Lewis,Linda
Cc: Scott, Georgette: 'Scott Cook'
Subject: RE: Neighborhoods of Holly Ridge
Attachments: ph1 response.pdf
Per our discussion, I have attached my letter which seeks to address the boat storage area in phase 1. The definition I
refer to is:
15A NCAC 02H .1002 DEFINITIONS The definition of any word or phrase in this Section shall be the same as given in
Article 21, Chapter 143 of the General Statutes of North Carolina, as amended. Other words and phrases used in this
Section are defined as follows:
(1) "Built -upon Area" means impervious surface and partially impervious surface to the extent that the partially
impervious surface does not allow water to infiltrate through the surface and into the subsoil. "Built -upon area" does
not include a slatted deck or the water area of a swimming pool.
Based on this definition, only those partially impervious surfaces which do not allow water to infiltrate through the
surface and into the subsoil could be classified as Built -upon area. Field observation has confirmed that water readily
infiltrates through the aggregate in question.
You brought up the option of utilizing the void space in the aggregate as a means to store and infiltrate the water. This
is what is occurring in practice. However I suspect that the underlying soils would not qualify for an infiltration BMP, I
would suggest that the overlaying aggregate does not worsen this condition. To the contrary, aggregate acts to detain
water and dissipate energy when placed over a less permeable surface. This concept is no different than the action of
dense stand grass on a compacted berm.
What I am saying is that my opinion, based on my observations, is that this parking area meets the letter and intent of
the definition. If the aggregate were removed, there would be more ponding and runoff than what is occurring now
because the aggregate is the less restrictive of the upper two layers.
David L. Menius, P.E.
Stroud Engineering, P.A.
102-1) Cinema Drive
Wilmington, NC 28403
[phone] ext 225
[e-mail]
From: Lewis,Linda [mailto:[e-mail]]
Sent: Thursday, May 28, 2015 5:35 PM
To: Luke Menlus
Cc: Scott, Georgette
Subject: Neighborhoods of Holly Ridge

Hey Luke- just wanted to bring your attention to a few concerns that I saw with the documents you submitted on April 1,
2015 regarding the issues at the 3 projects for the Neighborhoods at Holly Ridge under SW8 050213, SW8 050842 and
SW8 070649. Before we will transfer the permit to the HOA, these issues will need to be resolved:
Comments regarding Phase I under SW8 050213:
1. 1 noticed that there is a lapse of over 13 months (Feb. 23, 2006 through March 30, 2007) between the originally
recorded deed restrictions which assigned 3800 sf to each Phase I lot and the amendment which restored the
BUA limit for the Phase I lots to the permitted 2800 sf. My concern is how many lots in Phase I were sold under
the 3800 restriction, and did those lot owners consent to having their BUA limit reduced?
2. Did the developer make sure that any of those lots described above which were sold under the 3800 sf limit,
were actually in compliance with the 2800 sf limit at the time the amendment was filed?
3. Per Google Earth, the gravel in the boat storage area was already in place as of October 2008. At that time,
gravel was considered a built -upon area. As such, you will need to modify the permit to account for that
additional BUA and propose a suitable high density BMP that will treat the runoff, or modify the permitted BMP
to accept that additional drainage.
4. The plans provided for the boat storage area need to be more detailed to include dimensions, grading, gravel
pavement section details (including stone depth, geomembrane liner, type of stone used) and the BMP details.
Comments regarding Phase II under SW8 050842:
1. The Amenity Area site plan needs to show the proposed (now existing) grading and drainage to verify that the
runoff is draining into the appropriate permitted BMP.
Comments regarding SW8 070649:
1. The recorded deed restrictions consistently refer to an erroneous permit number of SW8 07064." The correct
permit number is SW8 070649. Somehow, beginning with the Seventh Amendment which annexed Phase III and
continuing with each subsequent amendment pulling in the various Sections within Phase III, the "9" has been
consistently omitted from the end of the permit number. It is imperative that the correct permit number be
referenced in these documents. The developer will need to record an amendment to correct this error.
Is everything on track with the construction and remediation work that needs to be done? It's supposed to be starting
soon, now that weather is warmer, right? Please let me know when the remediation work will begin. I've got other
inspections in Onslow County, and can include NHR in my tour.
If you will kindly forward this email to Mr. Cook- his mailing address has apparently changed and mail sent to 106A
Cinema Drive in Wilmington, is being returned as undeliverable. Please verify if we can send mail to Mr. Cook at i105
New Pointe Blvd. Suite 6, Leland, NC 28451. If that is his new mailing address, we would appreciate confirmation via
completion and submission of the attached permit update form.
Please respond to these comments by June 28, 2015.
Thank you.
Linda
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Main Office - 910-796-7215

Direct Line - 910-796-7343
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.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third panic-..