SW8111212_HISTORICAL FILE_20191014

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW ow (67)
DOC TYPE
El CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD
I

Johnson, Kelly
From: Johnson, Kelly
Sent: Monday, October 14, 2019 12:43 PM
To: [e-mail]; Sydes Tony
Cc: Leah Quinn; Cameron VanOrsdel; Rob Dunham
Subject: RE: [External] Carolina Plantations - State Stormwater (SW8 11061 S, SW8 120710, SW8
100714, SW8 111212, SW8 100510, and SW8 101110 )
Mr. Sydes,
Thank you for submitting the Plan of Action for the following projects requesting March 31, 2020 as the deadline to
complete all of the items previously identified:
1. SW8 110615
Bristol Heights of Carolina Plantations
2. SW8 120710
Ryker Trace Section it at Carolina Plantations
3. SW8 100714
Great Neck 11, Regal Hill, Tinley Estates at Carolina Plantations
4. 5W8 111212
Ryker Trace Section i at Carolina Plantations
5. SW8 100510
Great Neck I, Crown Park, The Burroughs at Carolina Plantations
6. SW8 101110
Monarch Meadow at Carolina Plantation
The items that are needed are listed in the following documents:
1. 9/12/19 letter (which references prior correspondence)
2. 10/8/ 19 letter
3. This email, 10/14/19: There is evidently another sink hole in addition to the ones I sent the letter about last
week. Please see below.
I understand that many of the items that need to be done are contingent on the growing season, which is coming to a
close for the year. But, many of them are not. For instance sink holes, correcting/recording deed restrictions,
determining the impervious area per lot, placing rip rap, getting the common area deeds in the correct name, and many
other items can be done outside of the growing season.
I am getting a lot of calls from residents and from the property manager about various concerns. This is taking a lot of
my time. The 3/31/20 due date will be almost a full year since DENILR's inspection. Please submit a status report by
3/31/20 detailing how the various items have been addressed. Please also work to complete the items that are not
contingent on the growing season sooner rather than later,
Thanks,
Kelly
SW8 100510: 204 Seville St. (Lot 54 —Crown Park)

From: Rick Muni [mailto:[e-mail]]
Sent: Thursday, October 10, 2019 4:03 PM
To: Johnson, Kelly <[e-mail]>
Cc: Snider, Holley <[e-mail]>; Leah Quinn<[e-mail]>; Sydes Tony
<[e-mail]>; Cameron VanOrsdel<[e-mail]>; Lewis,Linda
<[e-mail]>; Rob Dunham <[e-mail]>; Scott, Georgette
<[e-mail]>; Burd, Tina J <[e-mail]>
Subject: lExternai] Carolina Plantations/Nautical Reach (SW8-130703) Stormwater Transfer
Ms. Johnson,
In response to your request for a plan of action dated September 12, 2019, we submit the following:
At the time of this writing, we are presently addressing the deficiencies outlined in your Inspection Report for
Nautical Reach dated July 8, 2019 and received by our office on July 12, 2019. We expect to be ready for a
Compliance Inspection prior to the end of October.
In regards to the deficiencies outlined in your Inspection Report for ALL of Carolina Plantations dated May 6,
2019. We submit the following:
Since this particular project is such a large undertaking with so many moving parts, we determined that it would
be in all of our best interests to address the deficiencies one permit at a time. Whereas we address the oldest
section permit deficiencies through the approval process and progress sequentially toward the most current
section permit.

The following is the sequential plan of action:
1) SW8-100510 - Great Neck 1, Crown Park, The Burroughs I, Bentley Park
2) SW8-100714 - Great Neck II, Regal Hill, Tinley Estates
3) SW8-101 110 - Monarch Meadow I and 11
4) SW8-1 10615 - Bristol Heights, Barlett Square
5) SW8-1 1 1212 - Ryker Trace I
6) S W 8-120710 - Ryker Trace 11
Realistically, due to the approaching Winter Season, we expect to have all of the above compliance inspections
concluded on or about March 2020. Please let us know if this is acceptable to you and how you wish us to
proceed.
Richard C. Mimi. P.L.S. / dih
Parker & Associates, Ine
Jacksonville NC, 28540
firm License Number F-0108
410-455-2414 - Office
ParkerJacksonvil le.com
re
gava St This email has been checked for viruses by Avast antivirus software.
www.avast.com
3

Johnson, Kelly����
From: Cameron VanOrsdel <[e-mail]>
Sent: Wednesday, September 11, 2019 2:21 PM
To: Johnson, Kelly
Cc: Cameron VanOrsdel
Subject: RE: [External] Carolina Plantations Owners Association Stormwater Concern
Hi Kelly,
Hope you and your family fared okay during the recent storm. As the deadline has passed for which the developer
needed to complete repairs prior to the transfer of the Stormwater permit, the board has asked that we reach out to see
if you could provide a timeframe of the re -inspection of the system or any general pertinent information. We have
received additional reports in the last few weeks of sinkholes forming throughout the drainage pipes/easements in the
community at 702 Stafford Ln. (Lot 423 — Bristol Heights) and 204 Seville St. (Lot 54 — Crown Park) so we wanted to
ensure you all were aware. In addition, there is a sinkhole behind 851 and 853 Dynasty (Lot 815 and 816 — Ryker
Trace). Can you please notate those so the inspector will have them on their list when they do the re -inspection? When
you all inspect the system are all easements where piping runs inspected as well? Any information you are able to
provide that we can forward to the board would be great.
Thanks in advance.
Cameron
From: Johnson, Kelly [mailto:[e-mail]}
Sent: Tuesday, June 11, 2019 9:39 AM
To: Cameron VanOrsdel <[e-mail]>
Subject: RE: [External] Carolina Plantations Owners Association Stormwater Concern
l actually just talked to them. They need to modify two of the permits (SW8 110615 & SW8 110714) to show some pipes
that NCDOT required. I will formally return those two applications today, and then they will apply for the
modification. After that, they will have to reapply for the transfers for those two permits. (It isn't normally this
complicated.) The other four (SW8 120710, SW8 111212, SW8 100510, and SW8 101110) will stay in-house with an
extension to finish up the paperwork until 7/8/19 and a due date for completing the maintenance of 9/6/19.
Kelly
From: Cameron VanOrsdel [mailto:[e-mail]]
Sent: Tuesday, June 11, 2019 9:34 AM
To: Johnson, Kelly <[e-mail]>
Subject: RE: [External] Carolina Plantations Owners Association Stormwater Concern
Hey Kelly,

Looks like my email never went through. Letter received and two additional emails as well. Thank you for providing this
information. Can you advise if anything additional has transpired given it is past their deadline date of June 6?
Thank you.
Cameron
From: Johnson, Kelly[mailto:[e-mail]]
Sent: Thursday, May 30, 2019 9:09 AM
To: Cameron VanOrsdel <[e-mail]>
Subject: FW: [External] Carolina Plantations Owners Association Stormwater Concern
Cameron,
Here is the text of the letter. I have a 26-page document of pictures that is pretty big. I am going to try to break it up
into pieces to email it.
Kelly
From: Johnson, Kelly
Sent: Wednesday, May 29, 2019 2:46 PM
To: Cameron VanOrsdel <cameron remiermana ementnc.com>
Subject: Re: [External] Carolina Plantations Owners Association Stormwater Concern
Cameron,
I am not in the office today, but I will get back with you tomorrow. Was this the group of six permits that
included Ryker Trace? If so, that has been done and I can email it to you. It was an extensive process.
Kelly
From: Cameron VanOrsdel <cameron remiermana ementnc.com>
Sent: Wednesday, May 29, 2019 2:13:56 PM
To: Johnson, Kelly
Subject: [External] Carolina Plantations Owners Association Stormwater Concern
Hey Kelly,
My name is Cameron and I am the association manager for the subject community located in Jacksonville off of Ramsey
Rd. The Board of Directors was recently turned over from developer to homeowners. The homeowner board has asked
that we reach out regarding concerns with the stormwater system and sinkholes, etc. located at the Stormwater ponds
and easements throughout the community as the permits are in the process of being transferred from developer
(Carolina Plantations Development Corp.) to Carolina Plantations OA. Some of the items have been repaired by the HOA
but there are items still outstanding. It's our understanding the system would be inspected prior to transfer, but the
board asked that someone from DENR or DEQ inspect the system in depth to ensure items were notated so they can be
repaired prior to Stormwater permit transfer. If you would like to reach out via telephone to discuss please give me a
call at your convenience.
Thank you.
Cameron

Cameron VanOrsdel, CMCA�A,
Association Manager I Premier Management Company
P.O. BOX 1 }051. '8 405
9W-679-3012 \ 707 11~ax 888-799-7626
vv,rvw.PremieriNtanagementNC.com

Johnson, Kelm
From:
Sent:
To:
Cc:
Subject:
Attachments:
Mr. Sydes,
Please see the attached letter.
Thanks,
Kelly
h�eLL+ i0hVusoVI,
Kelly Johnson
Environmental Engineer
Johnson, Kelly
Thursday, September 12, 2019 9:46 AM
[e-mail]
'Cameron VanOrsdel'; 'office@ parkerjacksonville.com'
Carolina Plantations - State Stormwater (SW8 110615, SW8 120710, SW8 100714,�SW_ 8---
11.11212,,SW8 100510, and SW8 101 110)
Carolina Plantations.pdf
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
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.
i

Central Fiies: APS — SWP _
8/28/2019
Permit Number SW8111212
Permit Tracking Slip
Program Category
Status Project Type
State SW
Returned Major modification
Permit Type
Version Permit Classification
State Stormwater
Individual
Primary Reviewer
Permit Contact Affiliation
k0y.johnsan
Coastal SWRule
Permitted Flow
Facility
Facility Name
Ryker Trace Section I at Carolina Plantations
Location Address
Ramsey Rd
Jacksonville NC 28540
Owner
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Name Owner Type
Carolina Plantation Development Corporation Non -Government
Owner Affiliation
Anthony W, Sydes
PO Box 7122
DateslEvents Jacksonville NC 28540712
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
4/23/2012 2/25/2019
Regulated Activities Requested /Received Events
State Stormwater - HD - Detention Pond Additional information requested 516119
State Stormwater - HD - Wetlands Additional information received 7/15/19
Additional information requested 7116/19
Additional information received
Outfall
Waterbody Name Streamindex Number Current Class Subbasin

EXPECTED DELIVERY DAY! OW29119
_
USPS TRACKING NUMBER
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ect: Re: FW: F1V: IExternal] Ca 5WS 100510,
Subj g 120710, SW8 111212,
1007 14 , SW a rkerjacksorlville.com�
From: Rick Muni <offlce@P 812712 019, 125 PM ncdenr.gov' unities.com> .j
<kelly.P 1 <leahquinn@sYdescomm
Date: ohn50n@
To: "Johnson, Kelly'
CC: "[e-mail]
Plats and a listing of the pe'it numbers,
\is. Jolrns°n_ of the recorded p
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Final submittal was mailed 8/27/19 with
delivery scheduled by 8/29/19. It arrived
around lunchtime on 8/28/19. It contained
the 8/27/19 email shown here, a list of lots
per permit and non -scaled, non-
stamped/sealed plans.
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Johnson, Kelly
FW: FW: [External] Carolina Plantations Stormwater Transfer {SW8 110615, SW810C
To oftTeOparkegacl,owlle.com
Cc leahqulnnCsydescommunities.com w
Richard,
As we discussed we will extend the due date for the hard copies to arrive on Tuesday 8/27.
Thanks
Kelly

Johnson, Kelly
From: Johnson, Kelly -Y &P_'115/VfL3
Sent: Wednesday, August 28, 2019 11:22 AM
To: office@ parkerjacksonville.com
Cc: [e-mail]
Subject: RE: FW: FW: FW: [External] Carolina Plantations Stormwater Transfer (SW8 120710, SW8
111212, SW8 100510, SW8 101110)
Attachments: 2019 05 addinfo 120710.xlsx; 2019 05 CEI_addinfo 120710.docx; 2019 07 addinfo
120710.pdf
I have checked with admin and we have not received the four, separate hard copy packages that we discussed last
week. There was an email yesterday with three attachments for four submittals. I am not sure what to do with that,
however. I also have a single set of rolled plans that were submitted before we talked last week that are not separated
per permit and the sheets are not labeled. As we discussed last week, i cannot collate large submittals that are intended
for four separate files. That was the main reason for the extension last week. I realize that at that time you were still
also trying to figure out which lots went with which permit and trying to line that up with the May 61h letter (15L add
info), and its associated Excel file and pictures summary. It seems that the items needed in the May 4th letter are
significant items to address. Some responses were submitted on July 41h, but that was not a complete package. My July
16t' email (2"d add info) asked for a complete package and also asked for similar collating issues to be addressed.
Since four separate hard -copy packages have not been submitted, the projects will unfortunately have to be returned so
that you all will have ample time to address the remaining issues. Also, as we discussed in previous correspondence,
some of these projects will require minor modifications. We had agreed that if the minor modification forms and plans
came in that I would process those along with the transfer application. (Logistically, I would formally return the current
transfer packages in our database, accept the minor mods, issue the minor mods, accept the transfer packages that were
returned in the database under the some fee originally applied, and issue the transfers.) In your resubmittal, please send
in any minor modification packages to be processed before the transfer is processed. Minor modifications are free, but
we need two sets of plans for each permit and also the minor modification form for each permit. (If you determine that
a mojor modification is needed in lieu of a minor modification, then please submit the full major modification package
including the fee.) Please also resubmit the transfer applications once the items in the May 6`h letter are
addressed. Unfortunately the fees submitted for the transfer applications that are being returned have to be forfeited,
and new fees submitted when you reapply. I will return any documents with original signatures to you.
Sorry for the bad news.
Kelly
From: Rick Muni [mailto:[e-mail]]
Sent: Wednesday, August 28, 2019 10:33 AM
To: Johnson, Kelly <[e-mail]>
Cc: [e-mail]-
Subject: Re: FW: FW: FW: [External] Carolina Plantations Stormwater Transfer (SW8 120710, SW8 111212, SW8 100510,
SW8 101110)
Ms. Johnson,

You should have received all that you have requested by now, by email and postal mail.
I will check my records again. Thanks.
Richard C. Muni, P.L.S. / dih
Parker & Associates, Inc
Jacksonville NC, 28540
Firm License Number F-0108
910-455-2414 - Office
ParkerJacksonvi Ile. corn
0
On 8/28/2019 9:01 AM, Johnson, Kelly wrote:
Richard,
I don't see the packages? Are they here and I haven't seen them yet, or do should I process the
returns? I really don't want to do that, but I don't see an alternate path at this point, unfortunately.
Thanks,
Kelly
From: Johnson, Kelly
Sent: Tuesday, August 27, 2019 1:35 PM
To: office@ parkerjacksonville.com
Cc: [e-mail]
Subject: RE: FW: FW: [External] Carolina Plantations Stormwater Transfer (SW8 120710, SW8 111212,
SW8 100510, SW8 101110)
Are the hard copies here? I am not sure what to do with three electronic files for four permit
submittals?
Thanks,
Kelly
From: Rick Muni [mailto:off ice @parkerlacksonville.com]
Sent: Tuesday, August 27, 2019 1:25 PM
To: Johnson, Kelly <[e-mail]>
Cc: [e-mail]
Subject: Re: FW: FW: [External] Carolina Plantations Stormwater Transfer,(SW8 110615, SW8 100714,
SW8 120710, SW8 111212, SW8 100510, SW8 101110)
Ms. Johnson,

As requested, we are sending you copies of the recorded plats and a listing of the permit
numbers, corresponding sections, lot numbers and lot quantities.
Please advise.
Richard C. Muni, P.L.S. / di!h
Parker & Associates, Inc
Jacksonville NC, 28540
Firm License Number F-0108
910-455-2414 - Office
ParkerJacksonville.com
(N
On 8/22/2019 10:29 Alva, Johnson. Kelly wrote:
Richard,
As we discussed we will extend the due date for the hard copies to arrive on Tuesday
8/27.
Thanks
Kelly
From: Johnson, Kelly
Sent: Friday, August 16, 2019 10:34 AM
To: [e-mail]
Cc: lea hquinn @sydescom munities.com
Subject: FW: FW: [External] Carolina Plantations Stormwater Transfer (SW8 110615,
SW8 100714, SW8 120710, SW8 111212, SW8 100510, SW8 101110)
Richard,
I have tried to go through the submittal and figure out which of the four Carolina
Plantations Files the various documents go with. Some of them are labeled, but some
are not. Please resubmit this so that it can be distributed into four different files for
review (SW8 120710, SW8 111212, SW8 100510, and SW8 101110). Please send hard
copies by next Friday, 8/23.
Thanks,
Kelly
From: Johnson, Kelly
Sent: Wednesday, August 7, 2019 4:07 PM
To: office@ parkeriacksonville.com
Subject: RE: FW: [External] Carolina Plantations Stormwater Transfer (SW8 11061S, SW8
100714, SW8 120710, SW8 111212, SW8 100510, SW8 101110)
I have the minor modification applications for SW8 110615 and SW8 100714. 1 will go
through those. I also have several deeds and other formal paperwork. But, for instance,
I don't see any summary or tables of how the discrepancies with the number of lots
worked out for SW8 100510 or SW8 111212? If this is the whole submittal I will try to

figure out how to break this up into six different piles for review. I guess I just assumed
that there would be a bigger package? But, if not, I will log it in.
Thanks,
Kelly
From: Rick Muni [mailto:[e-mail]
Sent: Wednesday, August 7, 2019 3:02 PM
To: Johnson, Kelly <[e-mail]>
Subject: Re: FW: [External] Carolina Plantations Stormwater Transfer (SW8 110615, SW8
100714, SW8 120710, SW8 111212, SW8 100510, SW8 101110)
Ms. Johnson,
You should have received the package by now. It was mailed out on Wednesday,
July 31st.
Would there be anyone else in your office to have received this package by
mistake.
Richard C. Muni, F.L.S. / dih
Parker & Associates, Inc
Jacksonville NC, 28540
Firm License Number F-0108
910-455-2414 - Office
Parke rJacksonviIle. com
101
On 8/7/2019 1:29 PM, Johnson, Kelly wrote:
Has this package been sent? I haven't seen it yet?
Thanks,
Kelly
From: Rick Muni [mailto:office@ parke,f1acksonville.tom]
Sent: Monday, July 29, 2019 5:17 PM
To: Johnson, Kelly <[e-mail]>
Cc: [e-mail]; Tony Sydes
([e-mail]) <asydes4851Pgmail.com>; Snider, Holley
<[e-mail]>
Subject: Re: FW: [External] Carolina Plantations Stormwater Transfer
(SW8 110615, SW8 100714, SW8 120710, SW8 111212, SW8 100510,
SW8 101110)

Ms. Johnson,
In response to your request for additional information, information
clarification and request to re -send information dated July 16,
2019, we submit the following:
Re -sending Minor Modification Application via email;
Re -sending Minor Modification Application via mail.
SW8-100714
Re -sending Minor Modification Application via e-mail;
Re -sending Minor Modification Application via mail;
Re -sending Common Area Deed for Regal Hill and Tinley Estates;
Re -sending Restrictive Covenant Affidavit.
SW8-111212
Re -sending Common Area Deed for Ryker Trace Section I;
Re -sending Stormwater Wetland Swale Narrative for Ryker Trace
Section I.
Also, to clarify, we are re -sending the Common Area Deed for The
Burroughs Sections 11 A&B which is covered by Permit #SW8-
130608 which is not part of this transfer due to not being certified
at this time. We are also re -sending the Commons Elements Deed
for:
Great Neck 1 (SW8-100510), Regal Hill (SW8-100714), Great
Neck I1-A (SW8-100714), Monarch Meadow I -A (SW8-101110),
Great Neck II-B (SW8-100714), Bristol Heights 1-13 (SW8-
110615), Carolina Plantations Commercial Tract (SW8-100510),
Ryker Trace II (SW8-120710), Tinley Estates (SW8-100714), The
Burroughs II -A (SW8-130608).
We will be mailing hard copies of the above listed information as
requested.
Thanks.
Richard C. Muni, P.L.S. / dlh
Parker & Associates, Inc
Jacksonville NC, 28540

Firm License Number F-0108
910-455-2414 - Office
ParkerJacksonville.com
D
On 7/16/2019 8:46 AM, Johnson, Kelly wrote:
Rick,
I received a large package yesterday that looks like it is a
single submittal for six permit actions, but this is not a
complete package? Below, I have re -formatted the list
of items in your previous email to organize each item
per permit. The blue items were received. The red
items were not received. (And, FYI, the green items
were received but are not needed. We do not need
copies of documents that DEMLR has previously
approved.)
I have not gone through the package to compare what
was received to the May 61h additional information
request letter. if items requested in that letter were
not received, please ensure that everything is
submitted. For instance:
1. There are several permits that needed revised
plan sheets to show the revised configuration,
but no plan sheets were submitted.
2. For SW8 100714, please clarify which permit
Section IIA is permitted under.
3. For SW8 111212, there was a discrepancy in the
number of lots in the Excel file provided v/s the
permit.
4. For SW8 100510, there were additional
discrepancies.
5. There may be more instances. I only spot-
checked the submittal.
As previously discussed in the attached letter, the
paperwork portion of the response was going to be due
on 7/8/19 with the maintenance portion due on
9/6/19. Please consider this a second request for
additional information and please respond by
7/30/19. It the projects cannot become complete after
that, I will unfortunately have to return the transfer
application packages.
In the future it would be helpful to receive a separate
package for each permit because they are all filed
separately. In cases like this we typically receive a
single package, but binder -clipped sections labeled with
which items go with which permit.

Thanks,
Kelly
Minor Modif cation Annlications Submitted:
a. SW8 l 10615: Bristol Heights of Carolina
Plantations
i. Minor Modification Application for
SWS-1 1061; - Received but need
original signature
ii. Certification (this wasn't on the list
below, but it was received)
in. Carolina Plantations H.O.A.
Meeting Minutes
W. Approved Name Change for Permit
#'SW8-1 1061 5
b. SW8 100714: Great Neck II, Regal Hill,
Tinley_Estates_at Carolina Plantations
i. Minor Modification Application for
S W 5-100714
ii. Common Area Deed for Re, -,al
Hill/Tinley Estates (SW8-100714)
Restrictive Covenant Affidavit for
S W 5-100714
iv. Certification (this wasn't on the list
below, but it was received)
V. Amendment to Declarations for
Great Neck II/Regal Hill (SW8-
100714)
vi. Carolina Plantations 1-1.0,A.
Meeting Minutes
2. Additional Information Request Responses
a. SW8 120710 _Ryker Trace Sect_ion_11 at
Carolina Plantations
i. Common Area Deed for Ryker
Trace; 11 (SW8-120710)
ii. Carolina Plantations H.O.A.
Meeting Minutes
b. SW8 1 1 1212 Ryker Trace Section I at
Carolina Plantations
i. Common Area Deed for Ryker
Trace Section I (S W 8-1 I 1 2 l 2)
11. Stormwater Wetland Swale
Narrative for R.yk.er Trace, Section
l (SW8-1 1 1212)
Final Stormwater Certification for
Ryker Trace 1 (SW8-1 1 1212)
tv. Carolina Plantations H.O.A.
Meeting Minutes
C. SW8 100510 Great Neck 1, Crown Park,
The Burroughs at Carolina Plantations
i. Common Area Deed for Crown
Park (S W 8-100510)
7

it. Common Area Deed for Crown
Park/Burroughs (SW8-100510)
Common Area Deed for The
Burroughs I (SW8-100510)
iv. Certification (this wasn't on the list
below, but it was received)
V. Carolina Plantations H.O.A.
Meeting Minutes
v1. Approved Plan Revision for SW8-
100510
vit. Approved Plan Revision and
Extension for SW8-100510
d.
SW8 lot 110 Monarch Meadow at
Carolina Plantation
i. Certification (this wasn't on the list
below, but it was received)
it. Carolina Plantations H.O.A.
Meeting Minutes
3. Which
permits do the following items support?:
a.
Common Area Deed for The Burroughs 11
ARB —This wasn't in the package
b.
Common Area Deed Book 4397, Pace 895
for Great Neck 1, Regal Hill, Great Neck 11-
A. Monarch Meadow I -A, Great Neck 11-B.
Bristol Heights I-B, Carolina Plantations
Commercial Tract. Ryker Trace 11, Tinley
Estates and Burroughs H-A. —This wasn't in
the package
C.
Restrictive Covenants Deed Book 3435,
Paee 357 for the above referenced sections.
— This is a 50-page document. If there are
relevant portions per permit please list the
page numbers per permit that are applicable.
d.
Amendment to Restrictive Covenants Deed
Book 3490, page 915 for the above
referenced sections.
From: Johnson, Kelly
Sent: Thursday, July 11, 2019 11:17 AM
To: off icePparkerjacksonville.corn
Subject: RE: [External] Carolina Plantations Stormwater
Transfer
Have the hard copies been mailed? I haven't seen them
yet.
Thanks,
Kelly
From: Rick Muni [mailto:[e-mail]]
Sent: Thursday, July 4, 2019 9:54 AM
To: Johnson, Kelly <[e-mail]>;
Snider, Holley <holley.snider@ncdenr,Eov>; Scott,
8

Georgette <[e-mail]>
Subject: [External] Carolina Plantations Stormwater
Transfer
Ms. Johnson,
In response to your request for additional
information dated June 7, 2019, we submit the
following:
1) Carolina Plantations H.O.A. Meeting Minutes
2) Approved Name Change for Permit #SW8-
110615
3) Minor Modification Application for SW8-
110615
4) Common Area Deed for Ryker Trace I1 (S W8-
120710)
5) Common Area Deed for Regal Hill/Tinley
Estates (SW8-.100714)
6) Restrictive Covenant Affidavit for SW8-100714
7) Amendment to Declarations for Great Neck
II/Regal Hill (SW8-100714)
8) Minor Modification Application for SW8-
100714
9) Common Area Deed for Ryker Trace Section I
(SW8-111212)
10) Stormwater Wetland Swale Narrative for Ryker
Trace, Section I (SW8-111212)
11) Final Stormwater Certification for Ryker Trace
I (SW8-111212)
12) Common Area Deed for Crown Park (S W8-
100510)
1 -) Common Area Deed for Crown
Park/Burroughs (SW8-100510)

14) Approved Plan Revision and Extension for
SW8-100510
15) Common Area Deed for The Burroughs I
(SW8-100510)
16) Approved Plan Revision for SW8-100510
17) Common Area Deed for The Burroughs 1I
A&B
18) Common Area Deed Book 4397, Page 895 for
Great Neck I, Regal Hill, Great Neck II -A, Monarch
Meadow I -A, Great Neck II-B, Bristol Heights I-B,
Carolina Plantations Commercial Tract, Ryker
Trace II, Tinley Estates and Burroughs II -A.
19) Restrictive Covenants Deed Book 3435, Page
457 for the above referenced sections.
20) Amendment to Restrictive Covenants Deed
Book 3490, page 915 for the above referenced
sections.
Please review the enclosed information. Hard
copies will follow as required.
Thanks.
Richard C. Muni, P.L.S. / dih
Parker & Associates, Inc
Jacksonville NC, 28540
Firm License Number F-0108
910-455-2414 - Office
ParkerJacksonvil le.com
ATk
r- Virus -free. www.avast.corn
10

Johnson, Kelly
From:
Johnson, Kelly
Sent:
Thursday, August 22, 2019 10:30 AM
To:
office@ parkerjacksonville.com
Cc:
[e-mail]
Subject:
FW: FW: [External] Carolina Plantations Stormwater Transfer (SW8 110615; SW8 100714,
SW8 12071 SW8 111212, W8 100510, SW8 101110)
Richard,
As we discussed we will extend the due date for the hard copies to arrive on Tuesday 8/27.
Thanks
Kelly
From: Johnson, Kelly
Sent: Friday, August 16, 2019 10:34 AM
To: office@ parkerjacksonville.com
Cc: [e-mail]
Subject: FW: FW: [External] Carolina Plantations Stormwater Transfer (SW8 110615, SW8 100714, SW8 120710, SW8
111212, SW8 100510, SW8 101110)
Richard,
I have tried to go through the submittal and figure out which of the four Carolina Plantations files the various documents
go with. Some of them are labeled, but some are not. Please resubmit this so that it can be distributed into four
different files for review (SW8 120710, SW8 111212, SW8 100510, and SW8 101110). Please send hard copies by next
Friday, 8/23.
Thanks,
Kelly
From: Johnson, Kelly
Sent: Wednesday, August 7, 2019 4:07 PM
To: office@ garkeriacksonville.com
Subject: RE: FW: [External] Carolina Plantations Stormwater Transfer (SW8 110615, SW8 100714, SW8 120710, SW8
111212, SW8 100510, SW8 101110)
have the minor modification applications for SW8 110615 and SW8 100714. 1 will go through those. I also have several
deeds and other formal paperwork. But, for instance, I don't see any summary or tables of how the discrepancies with
the number of lots worked out for SW8 100510 or SW8 111212? If this is the whole submittal I will try to figure out how
to break this up into six different piles for review. I guess 1 just assumed that there would be a bigger package? But, if
not, I will log it in.
Thanks,
Kelly
From: Rick Muni [mailto:[e-mail]]
Sent: Wednesday, August 7, 2019 3:02 PM
To: Johnson, Kelly <[e-mail]>

Subject: Re: FW: [External] Carolina Plantations Stormwater Transfer (SW8 110615, SW8 100714, SW8 120710, SW8
111212, SW8 100510, SW8 101110)
Ms. Johnson,
You should have received the package by now. It was mailed out on Wednesday, July 31 st.
Would there be anyone else in your office to have received this package by mistake.
Richard C. Muni, P.L.S. / djh
Parker & Associates, Inc
Jacksonville NC, 28540
Firm License Number F-0108
910-455-2414 - Office
ParkerJacksonvil le.com
0
On 8/7/2019 1:29 PM, Johnson, Kelly wrote:
Has this package been sent? I haven't seen it yet?
Thanks,
Kelly
From: Rick Muni [mailto:office@ parkerlacksonville.coml
Sent: Monday, July 29, 2019 5:17 PM
To: Johnson, Kelly <[e-mail]>
cc: [e-mail]; Tony Sydes ([e-mail])
<[e-mail]>; Snider, Holley <[e-mail]>
Subject: Re: FW: [External] Carolina Plantations Stormwater Transfer (SW8 110615, SW8 100714, SW8
120710, SW8 111212, SW8 100510, SW8 101110)
Ms. Johnson,
In response to your request for additional information, information clarification and request to re -
send information dated July 16, 2019, we submit the following:
SW8-110615

Re -sending Minor Modification Application via email;
Re -sending Minor Modification Application via mail.
SW8-100714
Re -sending Minor Modification Application via e-mail;
Re -sending Minor Modification Application via mail;
Re -sending Common Area Deed for Regal Hill and Tinley Estates;
Re -sending Restrictive Covenant Affidavit.
SW8-111212
Re -sending Common Area Deed for Ryker Trace Section 1;
Re -sending Stormwater Wetland Swale Narrative for Ryker Trace Section I.
Also, to clarify, we are re -sending the Common Area Deed for The Burroughs Sections 11 A&B
which is covered by Permit #SW8-130608 which is not part of this transfer due to not being
certified at this time. We are also re -sending the Commons Elements Deed for:
Great Neck I (SW8-100510), Regal Hill (SW8-100714), Great Neck II -A (SW8-100714),
Monarch Meadow I -A (SW8-101110), Great Neck 11-13 (SW8-100714), Bristol Heights I-B
(SW8-110615), Carolina Plantations Commercial Tract (SW8- 1005 10), Ryker Trace 1I (SW8-
120710), Tinley Estates (SW8-100714), The Burroughs 11-A (SW8-130608).
We will be mailing hard copies of the above listed information as requested.
Thanks.
Richard C._Muni, A.L.S. / dih
Parker & Associates, Inc
Jacksonville NC, 28540
Firm License Number F-0108
910-455-2414 - Office
ParkerJacksonviIle. com
On 7/16/2019 8:46 AM, Johnson, Kelly wrote:
Rick,
i received a large package yesterday that looks like it is a single submittal for six permit
actions, but this is not a complete package? Below, I have re -formatted the list of items
in your previous email to organize each item per permit. The blue items were received.
The red items were not received. (And, FYI, the green items were received but are not
needed. We do not need copies of documents that DEMLR has previously approved.)
I have not gone through the package to compare what was received to the May 6tn
additional information request letter. If items requested in that letter were not
received, please ensure that everything is submitted. For instance:

I . There are several permits that needed revised plan sheets to show the revised
configuration, but no plan sheets were submitted.
2. For SW8 100714, please clarify which permit Section IIA is permitted under.
3. For SW8 111212, there was a discrepancy in the number of lots in the Excel file
provided v/s the permit.
4. For SW8 100510, there were additional discrepancies.
5. There may be more instances. I only spot-checked the submittal.
As previously discussed in the attached letter, the paperwork portion of the response
was going to be due on 7/8/19 with the maintenance portion due on 9/6/19. Please
consider this a second request for additional information and please respond by
7/30/19. It the projects cannot become complete after that, I will unfortunately have to
return the transfer application packages.
in the future it would be helpful to receive a separate package for each permit because
they are all filed separately. In cases like this we typically receive a single package, but
binder -clipped sections labeled with which items go with which permit.
Thanks,
Kelly
Minor Modification Applications Submitted:
a. SW8 1 10615: Bristol Heights of Carolina Plantations
L
Minor,Modifieation Application for SW8-1 10615 — Received but need
original signature
ii.
Certification (this wasn't on the list below, but it was received)
iii.
Carolina Plantations H.O.A. Meeting Minutes
iv.
Approved Name Change for Permit -SW8-1 10615
b. SW8 100714: Great Neck 11, Regal Hill, Tinley Estates at Carolina Plantations
i.
Minor Modification Application for SW8-100714
it.
Common Area Deed for Regal Hill/Tinley Estates (SW8-100714)
iu.
Restrictive Covenant Affidavit for SW8-100714
iv.
Certification (this wasn't on the list below, but it was received)
V.
Amendment to Declarations for Great Neck II/Regal Hill (SW8-
100714)
vl. Carolina Plantations H.O.A. Meeting Minutes
2. Additional Information Request Responses
a. SW8 120710 Rvker Trace Section If at Carolina Plantations
1. Common Area Deed for Ryker Trace II (SW8-120710)
ii. Carolina Plantations H.O.A. Meeting Minutes
b. SW8 1 1 1212 R ker Trace Section I at Carolina Plantations
i. Common Area Deed for Ryker Trace Section I (SW8-111212)
11. Stormwater Wetland Swale Narrative for Ryker Trace. Section I (SW8-
111212)
Final Stormwater Certification for Ryker Trace I (SW8-1 1 1212)
iv. Carolina Plantations H.O.A. Meeting Minutes
c. SW8 100510 Great Neck 1, Crown Park, The Burroughs at Carolina
Plantations
1. Common Area Deed for Crown Park (SW8-100510)
ti. Common Area Deed for Crown Park/Burroughs (SW8-1005 10)
iii. Common Area Deed for The Burroughs I (SWS-100510)

iv. Certification (this wasn't on the list below, but it was received)
v. Carolina Plantations H.O.A. Meeting ,'Minutes
vi, Approved Plan Revision for SW8-100510
vii. Approved Plan Revision and Extension for SW8-100510
d. SW8 101110 Monarch Meadow at Carolina Plantation
i. Certification (this wasn't on the list below, but it was received)
it. Carolina Plantations H.Q.A. Meetin+, Minutes
_Which permits do the following items support?:
a. Common Area Deed for The Burroughs i1 A&B — This wasn't in the package
b. Common Area Deed Book 4397, Page 895 for Great Neck 1, Re -al Hill, Great
Neck 11-A. Monarch Meadow i-A, Great Neck 11-B, Bristol Hei+,hits I-B,
Carolina Plantations Commercial Tract, Ryker Trace 11. 'Tinley Estates and
Burrou-hs 1l-A. — This wasn't in the package
C. Restrictive Covenants Deed Book 3435, Page 457 for the above referenced
sections. —This is a 50-page doctunent. If there are relevant portions per permit
please list the page numbers per permit that are applicable.
d. Amendment to Restrictive Covenants Deed Book 3490, page 915 for the above
referenced sections.
From: Johnson, Kelly
Sent: Thursday, July 11, 2019 11:17 AM
To: office arkeroacksonviile.com
Subject: RE: [External] Carolina Plantations Stormwater Transfer
Have the hard copies been mailed? I haven't seen them yet.
Thanks,
Kelly
From: Rick Muni[mailto:office2parkeriacksonville.com]
Sent: Thursday, July 4, 2019 9:S4 AM
To: Johnson, Kelly <kelly.p.lohnson(7ncdenr.goY>; Snider, Holley
<holle .snider ncdenr. ov>; Scott, Georgette <georgette [e-mail]>
Subject: [External] Carolina Plantations Stormwater Transfer
Ms. Johnson,
In response to your request for additional information dated June 7, 2019, we
submit the following:
1) Carolina Plantations H.O.A. Meeting Minutes
2) Approved Name Change for Permit #SW8-1 10615
3) Minor Modification Application for SW8-1 10615

4) Common Area Deed for Ryker Trace I1 (SW8-120710)
5) Common Area Deed for Regal Hill/Tinley Estates (SW8-100714)
6) Restrictive Covenant Affidavit for SW8-100714
7) Amendment to Declarations for Great Neck II/Regal Hill (SW8-100714)
8) Minor Modification Application for SW8-100714
9) Common Area Deed for Ryker Trace Section I (SW8-111212)
10) Stormwater Wetland Swale Narrative for Ryker Trace, Section I (SW8-
111212)
11) Final Stormwater Certification for Ryker Trace I (SW8-1 1 1212)
12) Common Area Deed for Crown Park (SW8-100510)
13) Common Area Deed for Crown Park/Burroughs (SW8-100510)
14) Approved Plan Revision and Extension for SW8-100510
15) Common Area Deed for The Burroughs I (SW8-100510)
16) Approved Plan Revision for SW8-100510
17) Common Area Deed for The Burroughs I1 A&B
18) Common Area Deed Book 4397, Page 895 for Great Neck I, Regal Hill,
Great Neck II -A, Monarch Meadow I -A, Great Neck II-B, Bristol Heights 1-13,
Carolina Plantations Commercial Tract, Ryker Trace II, Tinley Estates and
Burroughs 11-A.
19) Restrictive Covenants Deed Book 3435, Page 457 for the above referenced
sections.
20) Amendment to Restrictive Covenants Deed Book 3490, page 915 for the
above referenced sections.
Please review the enclosed information. Hard copies will follow as required.
Thanks.
Richard C. Muni, P.L.S. / d h
Parker & Associates, Inc
Jacksonville NC, 28540
Firm License Number F-0108
910-455-2414 - Office

Parkerlacksonville.com
UAG Virus -free. www.avast.com

w
RAD Wvb i*- )L
Johnson, Kelly
From: Johnson, Kelly
Sent: Tuesday, July 16, 2019 8:47 AM
To: '[e-mail]'
Cc:'[e-mail]'; Tony Sydes (asydes4851 @gmail.com)
Subject: FW: [External] Carolina Plantations Stormwater Transfer (SW8 110615, SW8 100714,
SW8 120710,($_ 11121 SW8 100510, SW8 101110)
Rick,
I received a large package yesterday that looks like it is a single submittal for six permit actions, but this is not a
complete package? Below, I have re -formatted the list of items in your previous email to organize each item per
permit. The blue items were received. The red items were not received. (And, FYI, the -green items were received but
are not needed. We do not need copies of documents that DEMLR has previously approved.)
I have not gone through the package to compare what was received to the May 61h additional information request
letter. If items requested in that letter were not received, please ensure that everything is submitted. For instance:
1. There are several permits that needed revised plan sheets to show the revised configuration, but no plan sheets
were submitted.
2. For SW8 100714, please clarify which permit Section IIA is permitted under.
3. For SW8 111212, there was a discrepancy in the number of lots in the Excel file provided v/s the permit.
4. For SW8 100510, there were additional discrepancies.
5. There may be more instances. I only spot-checked the submittal.
As previously discussed in the attached letter, the paperwork portion of the response was going to be due on 7/8/19
with the maintenance portion due on 9/6/19. Please consider this a second request for additional information and
please respond by 7/30/19. It the projects cannot become complete after that, I will unfortunately have to return the
transfer application packages.
In the future it would be helpful to receive a separate package for each permit because they are all filed separately. In
cases like this we typically receive a single package, but binder -clipped sections labeled with which items go with which
permit.
Thanks,
Kelly
1. Minor Modification Applications Submitted:
a. SW8 110615: Bristol Heif,hts of Carolina Plantations
i. Minor Modification Application for SW8-110615 — Received but need original signature
ii. Certification (this wasn't on the list below, but it was received)
iii. Carolina Plantations H.O.A. Meeting Minutes
iv. Approved Name Change for Permit #SW8-1 10615
b. SW8 100714: Great Neck 11 Regal Hill Tinley Estates at Carolina Plantations
i. Minor Modification Application for SW8-100714
ii. Common Area Deed for Regal Hili/Tinley Estates (SW8-100714)
iii. Restrictive Covenant Affidavit for SW8-100714
iv. Certification (this wasn't on the list below, but it was received)
v. Amendment to Declarations for Great Neck II/Regal Hill (SW8-100714)
vi. Carolina Plantations H.O.A. Meeting Minutes
2. Additional Information Request Responses
a. SW8 120710 R ker Trace Section I at Carolina Plantations

i. Common Area Deed for Ryker Trace 11 (S W 8-120710)
ii. Carolina Plantations H.O.A. Meeting Minutes
b, SW8 1 1 1212 Ryker Trace Section I at Carolina Plantations
i, Common Area Deed for Ryker Trace Section 1 (SW8-1 1 1212)
ii. Stormwater Wetland Swale Narrative for Ryker Trace, Section I (SW8-111212)
iii. Final Stormwater Certification for Ryker Trace I (SW8-1 1 1212)
iv. Carolina Plantations H.O.A. Meeting Minutes
c. 5W8 100510 Great Neck I, Crown Park, The Burroughs at Carolina Plantations
i, Common Area Deed for Crown Park (SW8-100510)
ii. Common Area Deed for Crown Park/Burroughs (SW8-100510)
iii. Common Area Deed for The Burroughs I (SW8-100510)
iv. Certification (this wasn't on the list below, but it was received)
v. Carolina Plantations H.O.A. Meeting Minutes
vi. Approved Plan Revision for SW8-100510
vii, Approved Plan Revision and Extension for SW8-100510
d. SW8 101110 Monarch Meadow at Carolina Plantation
i. Certification (this wasn't on the list below, but it was received)
ii. Carolina Plantations H.O.A. Meeting Minutes
3. Which hermits do the following items support?:
a. Common Area Deed for The Burroughs II A&B — This wasn't in the package
b. Common Area Deed Book 4397, Page 895 for Great Neck I, Regal Hill, Great Neck I[ -A, Monarch Meadow I -A,
Great Neck 11-13, Bristol Heights 1-B, Carolina Plantations Commercial Tract, Ryker Trace 11, Tinley Estates and
Burroughs [1-A. — This wasn't in the package
c. Restrictive Covenants Deed Book 3435, Page 457 for the above referenced sections. — This is a 50-page
document. If there are relevant portions per permit please list the page numbers per permit that are applicable.
d. Amendment to Restrictive Covenants Deed Book 3490, page 915 for the above referenced sections,
From: Johnson, Kelly
Sent: Thursday, July 11, 2019 11:17 AM
To: [e-mail]
Subject: RE: [External] Carolina Plantations Stormwater Transfer
Have the hard copies been mailed? I haven't seen them yet.
Thanks,
Kelly
From: Rick Muni mailto:office arker'acksonville.com]
Sent: Thursday, July 4, 2019 9:54 AM
To: Johnson, Kelly <kelly.pJohnson@ncdenr,Qov>; Snider, Holley <[e-mail]>; Scott, Georgette
<[e-mail]>
Subject: [External] Carolina Plantations Stormwater Transfer
Ms. Johnson,
In response to your request for additional information dated June 7, 2019, we submit the following:
1) Carolina Plantations H.O.A. Meeting Minutes
2

2) Approved Name Change for Permit 4SW8-1 10615
3) Minor Modification Application for SW8-1 10615
4) Common Area Deed for Ryker Trace II (SW8-120710)
5) Common Area Deed for Regal Hill/Tinley Estates (SW8-100714)
6) Restrictive Covenant Affidavit for SW8-100714
7) Amendment to Declarations for Great Neck II/Regal Hill (SW8-100714)
8) Minor Modification Application for SW8-100714
9) Common Area Deed for Ryker Trace Section I (SW8-111212)
10) Stormwater Wetland Swale Narrative for Ryker Trace, Section I (SW8-111212)
11) Final Stormwater Certification for Ryker Trace I (SW8-111212)
12) Common Area Deed for Crown Park (SW8-100510)
13) Common Area Deed for Crown Park/Burroughs (SW8-100510)
14) Approved Plan Revision and Extension for SW8-100510
15) Common Area Deed for The Burroughs I (SW8-100510)
16) Approved Plan Revision for SW8-100510
17) Common Area Deed for The Burroughs II A&B
18) Common Area Deed Book 4397, Page 895 for Great Neck 1, Regal Hill, Great Neck II -A, Monarch
Meadow I -A, Great Neck II-B, Bristol Heights I-B, Carolina Plantations Commercial Tract, Ryker "Trace I1.
Tinley Estates and Burroughs Il-A.
19) Restrictive Covenants Deed Book 3435, Page 457 for the above referenced sections.
20) Amendment to Restrictive Covenants Deed Book 3490, page 915 for the above referenced sections.
Please review the enclosed information. Hard copies will follow as required.
Thanks
Richard C. Muni, P.L.S. 1 dih
Parker & Associates, Inc
Jacksonville NC, 28540
Firm License Number F-0108
910-455-2414 - Office
3

i'
Johnson, Kell
From: Johnson, Kelly
Sent: Friday, June 7, 2019 10:27 AM
To: office@ parkerjacksonviIle_com; Leah Quinn; Tony Sydes (asydes4851 @gmail.com);
Snider, Halley
Cc: Georgette Scott
Subject: Re: Carolina Plantations Transfers - SW8 110615, SW8 120710, SW8 100714, SW8
111212, SW8 100510, SW8 101110
Attachments: RE: [External] Carolina Plantations Stormwater Transfer of Permits #SW8 - 110615, Sw8 -
120710, SW8 - 100714,(S�1'1212-, SW8 - 100510, SW8 - 101110
Richard,
I talked with Georgette about the extension to September (which would be four months from the inspection letter). I
think the best thing to do is to return the transfer applications which need modifications. You know this project better
than I do, but from my quick re -read of the May letter I believe that would be SW8 110615, SW8 100714, SW8 100510,
and SW8 101110. Please confirm that these are the ones that you intend to submit modifications for. (I have also
attached my previous email discussing this so that the entire email chain can be in one place.) The other two, SW8
120710 and SW8 111212, appear to just need paperwork and maintenance. Let's extend the paperwork portion of
those responses to July 8" (which would be —60 days from the May letter), and finish the maintenance for re -inspection
by September 6, 2019 (-4months from the letter as you have proposed).
We have had several meetings lately among WiRO staff and also with our Central Office about how to handle transfer
applications that tend to go on for months and months. There is some sort of Legislative driver where our Central Office
wants us to measure various timeframes, and the transfer timeframes are not where they want them to be. That is
generally due to maintenance issues that come up during the inspection (such as with this group of applications) which
will take longer. Often, the transfer application has to be returned so that it can be modified before it is
transferred. And, if it is contentious the HOA generally wants to be kept informed and educated about the whole
process which can be time consuming. The volume of this workload has become a huge problem. Transfers are only
30% of my workload, but they are at least 60% of my time. We are trying to find ways to streamline the transfer
process.
I will return the four projects discussed above on Monday unless I hear differently from you that you do not think they
will need a modification.
Thanks,
Kelly
From: Parker & Associates [mailto:[e-mail]]
Sent: Thursday, June 6, 2019 11:42 AM
To: Leah Quinn<[e-mail]>; Tony Sydes ([e-mail]) <[e-mail]>;
Johnson, Kelly <[e-mail]>; Snider, Holley <[e-mail]>
Subject: [External] Carolina Plantations Stormwater Transfer of Permits #SW8 - 110615, Sw8 - 120710, SW8 - 100714,
SW8 - 111212, SW8 - 100510, SW8 - 101110

//
Johnson, Kelly
From: Johnson, Kelly
Sent: Monday, June 3, 2019 2:01 PM
To: [e-mail]; Leah Quinn; Tony Sydes ([e-mail]);
Snider, Holley
Subject: RE: [External] Carolina Plantations Stormwater Transfer of Permits #SW8 - 110615, Sw8
120710, SW8 - 100714, SW8 - 111212, SW8 - 100510, SW8 - 101110
Mr. Muni,
It sounds like you are requesting an extension so that you can have more time to pull more information together. What
date do you want to extend to?
Also, as for the NCDOT catch basins, I just need to rectify the fact that there are more catch basins on the ground than
there are on the plans. I recommend that you all apply for a minor modification to update the plans for the appropriate
permit(s). Since the permits are already in-house for the transfer, and this is a fairly minor change (in that it doesn't
impact the function of the system), there is an administrative piece that I want to make you aware of (which won't
negatively impact your schedule). For any permit needing the minor modification, the package has to be formally
returned in our database, then modified, and then accepted for transfer again. The transfer fee you already paid will be
applied to the transfer when it is re -accepted, and there is no fee for a minor modification. I will set these dates one day
apart, and as I said, it won't impact your timeline. But, it will seem like a strange procedural thing and so I wanted to
give you a head's up. There isn't any other way to accomplish this in our database.
Kelly
From: Parker & Associates [mailto:[e-mail]]
Sent: Monday, June 3, 2019 1:51 PM
To: Leah Quinn<[e-mail]>; Tony Sydes ([e-mail]) <[e-mail]>;
Snider, Holley <[e-mail]>; Johnson, Kelly <[e-mail]>
Subject: [External] Carolina Plantations Stormwater Transfer of Permits #SW8 - 110615, Sw8 - 120710, SW8 - 100714,
SW8 - 111212, SW8 - 100510, SW8 - 101110
Ms. Johnson,
In response to your letter dated May 6, 2019 received by this office on May 9, 2019 requesting additional
information and outlining ponds and associated drainage, we submit the following:
SW8 - 110615
We are researching deeds and information regarding common area ownership.
The drainage from Barlett Square flows to the Stormwater structure at Bristol Heights, approved revision
document (dated Oct. 16, 2012) is attached.

SW8 - 101110
We are researching deeds and information regarding common area ownership and deed restrictions.
Function of the rear lot swales will be assessed and addressed as required.
Maintenance and repair on the stormwater detention pond will be addressed and will be brought into
compliance.
Thanks,
Richard C. Muni P.L.S./brs
Parker & Associates, the
Jacksonville NC, 28540
Firm License Number F-0108
910-455-2414 - Office
910-455-3441 - Fax
ParkerJacksonville.com
2ffe Virus -free. www.avast.com

Fmm: lance Woodburn
TO: Qmmeron VanOrsdel
Cc: lennifer Wisely: Melissa Blanche
Subject: Carolina Plantation HOA Update re Board Meeting, 21NW2018
Date: Monday, November 26, 2018 1:44:42 PM
Attachments: CAROUNA PLAWrATIQN BoQ 6gendg 2INGY2018.doa
Cameron,
Board Meeting Agenda is attached for your info.
-The following actions were taken at the subject Board Meeting:
I. Election of Officers: President: Lance Woodburn
Vice President: Jennifer Wisely
Secretary: Melissa Blanche
Treasurer: Jennifer Wisely
2. Date/Time Next Bd Meeting: 5 December 2018, 6 pm. The primary purpose of this meeting is
to invite attendance of the volunteers for the Architectural, Grounds/Landscaping, and
Sociai/Newsletter Committees, so they can get organized, oriented on their general duties,
understand their relationship with the BoD and the Management Agent, and to get started
with their respective assignments. Melissa suggested that Face Book can be used to solicit
additional volunteers for the Committees. She and Jennifer will be working on that. The
intent initially is to recruit additional volunteers to those who have already signed up so that
each committee will have a total of ten members. Any volunteers beyond that number would
be signed up to a Reserve List for each Committee to provide replacements or additional
members as needed. For planning purposes, that means we will need a meeting space for
approximately 35+ people. (I've been considering the meeting room at the Comfort Inn, just
off Hwy 17, where you used to meet with an initial group of CP volunteers, but I will need to
visit to ensure it is large enough. Your input and help on selecting a meeting place will be
welcome.) We believe your attendance at the meeting is essential. There's no substitute for
your Managing Agent knowledge in getting the Committees pointed in the right direction.
Your suggestions as we move forward are always welcome.
Lance

Carolina Plantations
December 11, 2018
Carolina Plantations Owners Association Residents:
Thank you to those who attended the recent community meeting. The current board
members are:
Lance Woodbum, President
812 Dynasty Dr.
Jennifer Wisely, Vice President/Treasurer
412 Oldtowne St.
Melissa Blanche, Secretary
803 Solomon Dr.
The board plans to meet periodically throughout the year to conduct the business affairs
of the community. Please contact Premier Management Company to find out the next
date, time, and location of any meeting if you wish to attend or speak.
Pursuant to § 7A-38.3F, association members may initiate voluntary mediation in an
effort to resolve a dispute with the association. Please note the dispute cannot be
related to assessments and both parties must agree to participate in the mediation.
Sincerely,
Carolina Plantations Owners Association
P.O. Box 12051 a Wilmington, NC 28405 a Phone [phone] a Fax [phone]
www.PremierManagementNC.com

RE: Carolina Plantations
r.t -
Subject: RE: Carolina Plantations
From: Cameron VanOrsdel <[e-mail]>
Date: 6/4/2019, 2:23 PM
To: "office@ parkerjacksonviIle.com" <[e-mail]>
Rick,
Attached are the minutes from the first board meeting. In addition, I've attached the informative letter that we
sent out to the community after the turnover meeting was held showing which members were elected and their
officer positions.
Lance Woodburn (board president) can be reached by phone at 910-939-5682 and by email at
Iwood burnlPverizon.net.
Let me know if you need anything else.
Take care.
Cameron
From: Rick Muni [mailto:office@ parkerjacksonviHe. com]
Sent: Monday, June 3, 20191:51 PM
To: Cameron VanOrsdel <[e-mail]>
Subiect: Carolina Plantations
Cameron,
I have not received the current HOA minutes from you regarding the above.
Thanks.
Richard C. Muni. P.L.S. / dih
Parker & Associates, Inc
Jacksonville NC, 28540
Firm License Number F-0108
910-455-2414 - Office
Parker Jacksonville.com
I + Virus -free. www-avast.com
oft Ai4/9,nia 7-go;vu

' P A R K E .R & AS S 0 C I ATE 5,- 1- N C.
4D]
JACKSONY,ILLE, NORTH CAROLINA
TO: Ms.Kelly Johnson
NCDEQ- Stormwater Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3848
WE ARE SENDING YOU:
LETTER OF TRANSMITTAL
ECEWE
111,12111
DATE: July 12, 2019
REF: Carolina Plantations
Stormwater Transfer
ns ow County, NC
As requested, enclosed are copies of the documents emailed previously regarding the above referenced stormwater
tran s fer.
DELIVERY VIA:
x❑
Regular Mail
❑ Hand
❑ Federal Express
❑
UPS Overnight
❑ UPS Ground
❑ Other
THESE ARE TRANSMITTED AS CHECKED BELOW:
0 For Approval ❑ As Requested ❑ For Review and Comment
❑ For Your Use ❑ For Bids Due
❑ Other
COMMENTS:
Copies To
RCM/djh
Richard C. Muni, P.L.S.
Construction Administrator
CF (P), LAM,
(if enclosures are not as noted, kindly notify us at once)
C 1.2019.A4M. LOT. Johnson, CarofinaPlant. Stormwater fransfer. 071219
306 New Bridge Street I P.Q. Box 976 I Jacksonville, NC 28541-0976 I [phone]
Firm License Number F-0108 I www.parkerjacksonville.com

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PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street • P.Q. Box 976
Jacksonville, NC 28541-0976
910455-2414 • Fax: [phone]
Firm License Number F-0108
April 9, 2013
Ms. Linda Lewis
NCDENR - Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
apinS Horizon �+��
RE: Stormwater Certification (Partial)
Ryker Trace, Section I
at Carolina Plantations
Permit No. SW8 111212
Onslow County, NC
Dear Ms. Lewis:
We are providing herein the required Stormwater System Construction Certification for
the above. referenced project as shown below.
I, Jonathan L. McDaniel, as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe the construction ofthe ,Stormwater System to serve
Ryker Trace, Section I at Carolina Plantations, Permit No. SW8_11.1212, in Onslow County
hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the project construction such that the construction was observed to have been built within
substantial compliance and intent of approved plans and specifications.
Please take note that this is a partial certification for the completion of the wet detention
basin. Once the stormwater wetlands is built, it will be inspected and certified at that time.
Please find enclosed the completed Designer's Certification Form and the Checklist for
the pond from the Permit. If you have any questions or need any additional information, please
give me a call. In, =frIll P= n% /I F= ••
Sincerely, JUL 15 2019
BY:
PARKER & ASSOCIATES, INC.
Jonathan L. McDaniel, PE
Enclosures
xc: Mr. Anthony Sydes -- C.P.D.C. (letter only)
CF (P), LAM, DAB j W i
JLM,,,/,1'us
C3�WE�.4d ""WeAMT.AWAW-�.A9: aslteYtCaalhizec.rr.com MAPS AND PLANS TO: Aatdraft(a?blzcc.rr.carn
• ENVIRONMENTAL ENGINEERING + STORMWATER, WATER & WASTEWATER SYSTEMS
FEASIBILITY & DEVELOPMENT CONSULTING • GLOBAL POSITIONING SURVEYS 0 SUBDIVISION & CONSTRUCTION PLANS

State Ston-ny—ler Management Systems
P' pit No. SW8 120710 MOD
Ryker Trace, Section li at Carolina Plantations
Stormwater Permit No. SW8 120710
Onslow County
Designer's Certification
Pagel of 2
as a duly registered P' in
the State of North Carolina, having been authorized to obseryperiodical) eekly/full
time) the construction of the project,
Q�.k¢r T✓2�G2 , SeG�1 p✓i , 11 a � i.C+�a?��4 p_�4.� � f rotes
(Project)
for ant 629nf C010, (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
SEAL
Signature 1� Uv�
Registration Number S-7 .� �N CARP
Date
i SEAL
14575 -
fIN
'a,Y M• S ``,�`it ,

State Stormw ter Management Systems
P,i� : No. SW8 120710 MOOD
Certification Requirements: Page 2 of 2
!� 1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
,AS 3. All the built -upon -area associated with the project is graded such that the
runoff drains to the system.
jh L 4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
1-0 6. The outlet structure is located per the approved plans.
'fil S 7. Trash rack is provided on the outlet/bypass structure.
^8. All slopes are grassed with permanent vegetation.
�1A S 9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
-flA 11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
�13. All required design depths are provided.
�Nt 14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved
plan.
cc: NCDENR-DEMLR Regional Office
Onslow County Building Inspections

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street ♦ P.O. Box 976
Jacksonville, NC 28541-0976
910455-2414 0 Fax:[phone]
Firm License Number F-0108
April 24, 2013
Ms. Linda Lewis
NCDENR - Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
RE: Stormwater Certification (Final)
Ryker Trace, Section I
at Carolina Plantations
Permit No. SW8 111212
Onslow County, NC
Dear Ms. Lewis:
We are providing herein the required Stormwater System Construction Certification for
the above referenced project as shown below.
1, Jonathan L. McDaniel, as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe the construction of the Stormwater System to serve
Ryker Trace, Section I at Carolina Plantations, Permit No. SW8 111212, in Onslow County
hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the project construction such that the construction was observed to have been. built within
substantial compliance and intent of approved plans and specifications.
Please find enclosed the completed Designer's Certification Form and the Checklist for
the Stormwater Wetland from the Permit. If.you have any questions or need any additional
information, please give me a call.
.•`�Q''�H CAIg0f•,'.
Q
SEA!_
- r
37928
QIHEs�P%,.�.
Sincerely,
PARKER & ASSOCIATES, INC.
�• mac- .
Jonathan L. McDaniel, PE
Enclosures j HE (7, E 0 V E
xc: Mr. Anthony Sydes — C.P.D.C. (letter only) l�
CF (P), LAM, DAB, RCM JUL 15 2019
JLM
C3.3LM.Lewis.RykerTraceSecl.StermwaterCert.4.24.13 BY:ra_
EMAIL ADDRESS: TEXT MESSAGES TO: paltext(a bizec.rr.com MAPS AND PLANS TO: piidfl&tiizee.rncom
LA M le-4
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♦ ENVIRONMENTAL ENGINEERING • STORMWATER, WATER & WASTEWATER SYSTEMS
• FEASIBILITY & DEVELOPMENT CONSULTING ♦ GLOBAL POSITIONING SURVEYS 0 SUBDIVISION & CONSTRUCTION PLANS

State St{� iµe ter Management Systems
i Permit No. SW8 111212
Ryker Trace, Section I at Carolina Plantations Page 1 of 2
Stormwater Permit No. SW8 111212: Stormwater Wetland
Onslow County
Designer's Certification
I, 36NATHAN L. McDAME.L , as a duly registered PRO FESSIWAL ENGINEM in the State
of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
RYKEK TRACE, SEC'TipN I AT COLOWNA PLANTArioNS — SrolwwATER wETLAuD
(Project)
CORPo4L1�4oN
for U4Rot 4NA pI.AuTRY10N DEvIrIAQM (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
,`�1�111111��, -
14 oF ss o°��y'
SEAM
37928 =
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Signature N L.
SEAL
flllllflL'
Registrati JHJ
Date y
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f:gr PpF :n Z►hn�� �o lai:��%+
CA 41tXr�3 V

State Sty ter Management Systems
7 Permit No. SW8 111212
Certification Requirements: Page 2 of 2
�1.
The drainage area to the system contains approximately the permitted acreage.
2.
The drainage area to the system contains no more than the permitted amount of
built -upon area.
3.
All the built -upon area associated with the project is graded such that the runoff
drains to the system.
� 4.
All roof drains are located such that the runoff is directed into the system.
5.
The wetland zone elevations are per the approved plan.
6.
The wetland is located per the approved plans.
M7.
A trash rack is provided on the outlet structure.
� 8.
All slopes are grassed with permanent vegetation.
�9.
Vegetated slopes are no steeper than 3:1.
L14.
The inlets are located per the approved plans and do not cause short-circuiting of
the system.
� 11.
The permitted amounts of wetland zone surface area and volume have been
provided.
'A VA 12.
Required drawdown devices are correctly sized and located per the approved
plans.
*13. All required design depths are provided.
14. All required parts of the system are provided.
15. The required number of wetlands plantings have been provided.
cc: NCDENR-DWQ Regional Office
Inspector, Onslow County Building Inspections

State SW "I Permit
Management Systems
Permit No. SW8 111212
Ryker Trace, Section I at Carolina Plantations
Stormwater Permit No. SW8 111212: Wet Pond
Onslow County
Designer's Certification
I JOWATRAN L. McIDAW L , as a duly registered ?P-OVEs5Io,uAL ENC71MEM in the State
of North Carolina, having been authorized to observe (per ' y/weeldyffull time) the
construction of the project,
R�KER TRflG Si<GitoN AT CAROL WA, TLAOTA-HON5
(Project)
for CA►DLk% ?LW-kh NIS IMLOPtAtNl C40roject Owner) hereby state that, to the best of.
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
•,�04 FESSia/tig
rQ
= SEAL
w 4W928
s
0
, y%
JUL 15 2019
Page 1 o

0
91, (
State Sto ter Management Systems
Permit No. SW8 111212
Certification Requirements: Page 2 of 2
�1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
S. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
4(ti 0. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
�11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
tL`14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
cc: NCDENR-DWQ Regional Office
Inspector, Onslow County Building Inspections

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street • P.O. Box 976
Jacksonville, NC 28541-0976
910455-2414 • Fax: [phone]
Firm License Number F-0108
April 24, 2013
Ms. Linda Lewis
NCDENR - Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
RE: Stormwater Certification (Final)
Ryker Trace, Section 1
at Carolina Plantations
Permit No. SW8 111212
Onslow County, NC
Dear Ms. Lewis:
We are providing herein the required Stormwater System Construction Certification for
the above referenced project as shown below.
1, Jonathan L. McDaniel, as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe the construction of the Stormwater System to serve
Ryker Trace, Section I at Carolina Plantations, Permit No. SW8 111212, in Onslow Count
hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the project construction such that the construction was observed to have been built within
substantial compliance and intent of approved plans and specifications.
Please find enclosed the completed Designer's Certification Form and the Checklist for
the Stormwater Wetland from the Permit. If you have any questions or need any additional
information, please give me a call.
+`+10 CARO
es
• OQ` ••
bFsro,�.�y
SEAL
37928
GINe
Enclosures
xc: Mr. Anthony Sydes — C.P.D.C. (letter only)
CF (P), LAM, DAB, RCM
Sincerely,
PARKER & ASSOCIATES, INC.
4. tea/
g_744
Jonathan L. McDaniel, PE
1
JUL 15 2019
JLM BY:
C3.JLM. Lewis,RykefrraaeSecl.StormwaterCem4.24,13
EMAIL ADD SS: TEXT MESSAGES TO: naitext(albizet.rr.com MAPS AND PLANS TO: paldraftnblzec.rreom
LA f'l! 4
n48 dO
rg
• ENVIRONMENTAL E111GINHZRING • STORMWATER, WATER & WASTEWATER SYSTEMS
• FEASIBILITY & DEVELOPMENT CONSULTING • GLOBAL POSITIONING SURVEYS 4 SUBDIVISION & CONSTRUCTION PLANS

t (� State St,( iw ter Management Systems
I Permit No. SW8 111212
Ryker Trace, Section I at Carolina Plantations Page 1 of 2
Stormwater Permit No. SW8 111212: Stormwater Wetland
Onslow Countv
Designers Certification
I, 30MATHAN L. McDA�vIE.L , as a duly registered PRDFESS10MAL 6MG046M in the State
of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
P,YKER. TRACE) SECTIOM I AT CAKDOMA PLANTATIONS — SraMwgreR WEi'Uwp
(Project)
GDRP00.A�4eN
for +.AROt 4NA PLANTATION DBvLDQMC (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
0011111181,10
SIO
• SEAL
37928 =
Q4• �
SEAL
Signature A L.M�.�`'�
Registration Number
Date W 1-4 f 13
PE #-37g28
JUL 15 2019
BY:
^--- J^ -LI/

.. l._
State Str w ter Management Systems
~ i
•
Permit No. SW$ 111212
Certification
Requirements: Page 2 of 2
I.
The drainage area to the system contains approximately the permitted acreage.
2.
The drainage area to the system contains no more.than the permitted amount of
built -upon area.
3.
All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4.
All roof drains are located such that the runoff is directed into the system.
5.
The wetland zone elevations are per the approved plan.
6Z ' .
The wetland is located per the approved plans.
7.
A trash rack is provided on the outlet structure.
8.
All slopes are grassed with permanent vegetation.
9.
Vegetated slopes are no steeper than 3:1.
LM 10.
The inlets are located per the approved plans and do not cause short-circuiting of
Z1
the system.
11.
The permitted amounts of wetland zone surface area and volume have been
provided.
II'A 12.
Required drawdown devices are correctly sized and located per the approved
�7
plans.
13. All required design depths are provided.
14. All required parts of the system are provided.
15. The required number of wetlands plantings have been provided.
cc: NCDENR-DWQ Regional Office
Inspector, Onslow County Building Inspections
JUL 15 2019
BY:
Pana 11 of 11

r C/,;,c
�$
Parker -Associates, Inc.
M
From: Parker & Associates, Inc. [[e-mail]] G �L1 prv7 2
Sent: Thursday, March 21, 2013 10:29 AM'
To: 'Curtis Morton'
Cc: 'Elijah Morton'; 'Jennifer Morton' 4'
Subject: Ryker Trace, Section I - Stormwater wetland lead in swale beside Lot 726
Curtis, _ '?
This discussion regards only the Swale that is located at the end of Pipe E3.
There have been several other discussions and communications including emails concerning this swale. This email
supersedes all previous discussions and will confirm our telephone conversation yesterday afternoon regarding the work
that needs to be done in this area. Submit your Invoice for this work to my office and specifically to my attention.
This situation is a calamity of errors or mistakes and should not have occurred in the first place. The staking of the
clearing limits/silt fence location was incorrect by several feet. The staking of the center of the swale horizontal position
may have been accurate but followed approximately the same line as the clearing limits stakes and it therefore was not
possible to install the swale within the then uncleared area. The swale should not have been installed in its location, but
rather your people should have made contact with us before beginning work. Please let me know if any of your people
called to our attention the conflict in the staking prior to the swale being dug.
The design for this area intends that the swale be located as close as practical to the wetlands and that there be space
between the swale and the lot lines of Lot 726 to allow for access to the stormwater wetland. After the swale Is shifted, I
expect it to be necessary to reshape the side and rear of Lot 726, to create downward slope toward the edge of swale to
better accommodate the access. The side yard setback for the home is approximately 8' and the 8' side yard on the left
line of Lot 726 can be cross -sloped at about a 10:1 slope in this area to help accommodate the access that will be
needed. The rear portion of Lot 726 can be sloped if necessary to assist in accommodating the access around the
stormwater wetland. The lot corners for Lot 726 have been reset and the wetland points have been staked with 36"
stakes. If there is any question or doubt as to the location of any stake, please call Ed Foley so that he can arrange to
provide any staking needed.
The work that needs to be done is as follows. Remove the existing silt fence. If the swale is immediately relocated there
will be no need for a silt fence since the swale will intercept any runoff that moves in the direction of the wetlands.
Immediately clear the area to a point 2' from the wetland stakes. The area should be totally cleared since the swale will
need to be shifted to this 2' point. Reconstruct the swale such that the top of bank, that is the left side of the swale
looking downslope, is at the newly cleared line 2' from the wetlands. If stakes are needed for the swale, please let us
know, but your people should be able to shift. It is important that the first portion of the swale leading from the end of
Pipe E3 be laid as flat on the bottom as practical so as to minimize the depth. The design intended that the swale be only
about 1' deep. Keeping the first portion of the swale as shallow as possible will help in the side slopes that need to lead
up to Lot 726. The swale should be 3:1 to contain it within the narrowest top width possible. Be sure that when exiting
the storm drain pipe E3 that the swale is shifted quickly to the left to the edge of the wetlands. The center of the Swale
should be approximately 3' from the new clearing limit or 5' from the wetland line. The area should be seeded for
permanent stabilization immediately after this work is done. jy�[ECFWE ,
Please note that this discussion does not reference�ny other location. It is my understanding that there may be other
ditches or swales that need to be addressed. iI � Y
BY:
If there Is any doubt whatsoever as to what this area needs to look like when you finish please let me know and I will
personally meet you onsite to review. if you would like me to meet you while the work is being done after it has started
so that we can see how things are beginning to shape up, I will also be happy to do that as well. Just let me know.

r
4
Page 2 of 2
As always, let me know if there are any questions at all,
Thanks,
John
Jahn W. Parker, President / rmh
Parker & Associates, Inc.
Engineers * Surveyors * Planners
[phone]
Firm License Number - F-0108

Johnson, Kelly
From: Johnson, Kelly E �pA)
Sent: Tuesday, June 11, 2019 10:14 AM
To: office@ parkerjacksonvi Ile_com
Cc: [e-mail]; Tony Sydes (asydes4851 @gmail.com)
Subject: FW: Carolina Plantations Transfers - SW8 110615, SW8 120710, SW8 100714, SW8
111212, SW8 100510, SW8 101110
Attachments: RE: [External} Carolina Plantations Stormwater Transfer of Permits #SW8 - 110615, Sw8 -
120710, SW8 - 100714, SW8 - 111212, SW8 - 100510, SW8 - 101110; 2019 06
return -project 110615.docx
Richard,
As we discussed, two permits (SW8 1106015 and SW8 110714) are being returned so that they can obtain minor
modifications prior to transfer. Please see the attached letter. SW8 120710 and SW8 111212, appear to just need
paperwork and maintenance. As previously discussed, the due date for the paperwork portion of the responses to the
May 2019 letter will be due on 7/8/19 and the maintenance portion will be due on 9/6/19. We also discussed the final
two applications (SW8 100510 and 5W8 101110). You were going to research these and determine if modifications are
needed for these as well. Specifically, SW8 100510 has 356 lots in the summary but 157 lots in the permit. And, SW8
101110 has several sections in the summary that may not be in the permit, and based on the findings of that, the
number of lots in the summary may or may not match the permit text. These two permits will follow the same timelines
previously determined; 7/8 and 9/6, respectively.
Thanks,
Kelly
From: Johnson, Kelly
Sent: Monday, June 10, 2019 1:49 PM
To: [e-mail]
Subject: FW: Carolina Plantations Transfers - SW8 110615, SW8 120710, SW8 100714, SW8 111212, SW8 100510, SW8
101110
Richard,
I haven't heard from you on this? I was going to start processing these returns this afternoon or tomorrow...
Thanks,
Kelly
From: Johnson, Kelly
Sent: Friday, June 7, 2019 10:27 AM
To: off iceEparkeriacksonvillle.com, Leah Quinn <[e-mail]>; Tony Sydes
(asydes48512gmail.com) <[e-mail]>; Snider, Holley <[e-mail]>
Cc: Georgette Scott <[e-mail]>
Subject: Re: Carolina Plantations Transfers - SW8 110615, SW8 120710, SW8 100714, SW8 111212, SW8 100510, SW8
101110
Richard,
I talked with Georgette about the extension to September (which would be four months from the inspection letter). I
think the best thing to do is to return the transfer applications which need modifications. You know this project better
than I do, but from my quick re -read of the May letter I believe that would be SW8 110615, SW8 100714, SW8 100510,

and SW8 101110. Please confirm that these are the ones that you intend to submit modifications for. (I have also
attached my previous email discussing this so that the'entire email chain can be in one place.) The other two, SW8
120710 and SW8 111212, appear to just need paperwork and maintenance. Let's extend the paperwork portion of
those responses to July 8" (which would be —60 days from the May letter), and finish the maintenance for re -inspection
by September 6, 2019 (-4months from the letter as you have proposed).
We have had several meetings lately among WiRO staff and also with our Central Office about how to handle transfer
applications that tend to go on for months and months. There is some sort of Legislative driver where our Central Office
wants us to measure various timeframes, and the transfer timeframes are not where they want them to be. That is
generally due to maintenance issues that come up during the inspection (such as with this group of applications) which
will take longer. Often, the transfer application has to be returned so that it can be modified before it is
transferred. And, if it is contentious the HOA generally wants to be kept informed and educated about the whole
process which can be time consuming. The volume of this workload has become a huge problem. Transfers are only
30% of my workload, but they are at least 60% of my time. We are trying to find ways to streamline the transfer
process.
I will return the four projects discussed above on Monday unless I hear differently from you that you do not think they
will need a modification.
Thanks,
Kelly
From: Parker & Associates [mailto:[e-mail]]
Sent: Thursday, June 6, 2019 11:42 AM
To: Leah Quinn<[e-mail]>; Tony Sydes ([e-mail]) <[e-mail]>;
Johnson, Kelly <[e-mail]>; Snider, Holley <holley.snider@ncdenr.g_ov>
Subject: [External] Carolina Plantations Stormwater Transfer of Permits #SW8 - 110615, Sw8 - 120710, SW8 - 100714,
SW8 - 111212, SW8 - 100510, SW8 - 101110
Ms. Johnson,
In response to your email dated 6-3-2019, we submit the following:
We respectfully request an extension of time to assemble the requested information, submit the Minor
Modification Forms and to assess and address the requested maintenance and repairs on the stormwater
structures and associated drainage system.
Due to the nature of the above requested items, it will be difficult to pin point a specific date that everything
will be completed.
At this point a reasonable time frame for us would be 90days (Approximately the first week of September).
Please let us know if this is acceptable to you and how you wish to proceed.
We appreciate your patience and understanding.

Johnson, Kelly
From: Johnson, Kelly
Sent: Wednesday, February 27, 2019 1:02 PM
To: office@ parkerjacksonville.com'
Subject: Six Carolina Plantations State Stormwater Permit Transfers SW8 160504, SW8 110615,
SW8 120710, SW8 100714,.SW8 111212, SW8 100510 & SW8 101110()
Richard,
Georgette recently assigned these six transfers to me. I haven't gone through them at all. I am just getting them logged
into my list. Here is the list of permits:
SW8 110615
Bristol Heights of Carolina Plantations
SW8 120710
Ryker Trace Section I I at Carolina Plantations
SW8 100714
Great Neck 11, Regal Hill, Tinley Estates at Carolina Plantations
SW8 111212
Ryker Trace Section 1 at Carolina Plantations
SW8 100510
Great Neck I, Crown Park, The Burroughs at Carolina Plantations
SW8 101110
Monarch Meadow at Carolina Plantations
I noticed that there is only one list of owners for all six permits. I also don't see lists of constructed impervious area per
lot? I just wanted to give you a heads up that I will be asking for a list of lot numbers, owners, impervious area
constructed, maximum BUA per lot, and the exact Book/Page where the deed restrictions are recorded for each of the
six permits. For instance, since SW8 110615 has 207 lots, I need to have just those 207 lots on the list for that permit
transfer so that I can verify that that permit has sold at least SO% of the lots per the regulations for transferring to
HOAs. This is a suggested format. (If there are lot numbers that repeat in different sections of the same permit you may
also want to add the phase or other identifying name.)
Lot #
Owner
BUA Built
BUA Max
BK/PG
1
2
3
4
5
It will probably be 60 days or so until I go through this again, and so if you want to email these six lists over in the
meantime that could speed up your review process.
Thanks,
Kelly
1- et .l iohwsoln.
Kelly Johnson
Environmental Engineer
NC Division of Energy, Mineral and Land Resources
Stormwater Permitting

127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Phone: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Caw and may be
disclosed to third parries.

Burd, Tina J
From: Burd, Tina J
Sent: Monday, February 25, 2019 2:26 PM
To:'[e-mail]'; '[e-mail]
'office@ parkerjacksonville.com'
Subject: SW8 111212 - Ryker Trace Section 1 at Carolina Plantations
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) accepted
the Stormwater Permit Transfer Application and $505.00 fee for the subject project on February 25, 2019. The project
has been assigned to Kelly Johnson 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.
Best Regards,
Tina Surd
Administrative Associate II
910-796-7215
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Email correspondence to and From this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties,

Application Completeness Review Checklist
Project Name: S4zfii Cv` ( C6-,,Z Date Delivered to WIRO:
�jr��Z��`Zr►�. RIMS Received/Accepted Date: S rey
Project County/Location: *BIMS Acknowledged Date:
Rule(s): 02017 Coastal 1-12008 Coastal 01995 Coastal ®Phase
II ®Universal 1:31988 Coastal
Permit Action: New / Major Mod / Minor Mod / Renewal ransfer
**New Permit M
xisting Permit #: 5W'3 I 1 , Z (?_�
Permit Type HD / LD / LD Overall / HD &LD Combo j j 2
General Permir7 Offsite / Exempt / Rescission -9 kA
[DF"E Cert on File? Lv 4-_ /.(w
SCM Typejs):
Offsite to SW8:
®Master PE Cert on File?
Development Type: Commercial / Residential / Other
Subdivided?: Subdivision or Single Lot
For New o ransfer d Permits Permittee is:
Stream Class:
Property Owner(s) ®Developer Lessee ®Purchaser OA
E]SA Map ®ORW Map
Paperwork Emailed Engineer on:
Supplements) (1 original per BMP)
FIO&M with correct/original signatures (1 original per BMP except LS/VFS and swoles)
application with correct/original signatures
®Email
Address: Design Engineer
®Corp or LLC: Sig, Auth. per SoS or Signature Authorization letter or report
®Email
Address: Property Owner
5505 (within 6moJ Checkt�(s): jl Z� 0No Fee
®Deed
®Soils
Report: w/SHWT or General Report
❑Email
Address: Lessee
®Calculations
(signed/seoled)
®Lease Agreement
ffyDeed
Restrictions, if subdivided:
Email Address: Purchaser
El"Signed & Notarized Template
❑Purchase Agreement
Correct Template Comm Res & HD LD or Dec. Covenants & Rest.
El
Email Address: Developer
Die
orded Covenants
El
Email Address: HOA Representative
Recorded Plats
50% or more Lots Sold List
®Project
Narrative
OUSGS
Map
Plans
1:12 Sets ❑Wetlands: Delineated or No Wetlands
Vicinity Map Project Boundaries
Legend
Layout (proposed BUA dimensions)
FIDA
Maps
Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings,
etc)
Existing Conditions
Landscape Plan
Grading
1:1PE
Seal
REVIEWER NAME: NOTES TO REVIEWER: *Enter BIMS Acknowledged Date on this Sheet
"FOR NEW Projects -Enter New Permit # on
Supplements & Deed Restiction Templates.
t4(ry
G:WQ\\\Reference Library\Procedures\Checklists\Completeness Review Checklist_201803 13

ENGINEERS SURVEYORS PLANNERS
4Tk
TO: Ms.Georgette Scott
NCDEQ- Stormwater Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3848
WE ARE SENDING YOU:
LETTER OF TRANSMITTAL
]DATE: February 18, 2019
REF: Carolina Plantations
i
IS
Sto>rmwater Transfer
ns ow County, NC
As requested, revised Stormwater Transfer Applications for Permits #SW8-110615; SW8-120710 Mod; SW8-100714
SW8-1-1-121=2; SW8-100510; SW8-101110 and Check Nos, 11 18, 1.119,c1=120�1121, 1122 in the amount of $505.00
each. Please note: Check 41117 in the amount of $505.00 was previously sent as was all of the transfer
documentation for the above referenced permits.
DELIVERY VIA:
0
Regular bail
❑ Land
❑ Federal Express
O
UPS Overnight
❑ UPS Ground
❑ Other
THESE ARE TRANSMITTED AS CHECKED BELOW:
Copies To:
RCM/d j h
® For Approval ❑ As Requested
❑ . For Your Use ❑ For Bids Due
❑ Other
❑ For Review and Comment
Richard C. Muni, P.L.S.
Construction Administrator
CF (P), LAM,
(if enclosures are not as noted, kindly notify us at once)
Secretary C1.2019. AGM. LOT. Johnson. 5toneslandingParadisePt.StormwaterMinorMod.Lot 63.021419
306 New Bridge Street I P.O. Box 976 f Jacksonville, NC 28541-0976 1 [phone] 1 Fax [phone]
Firm License Number F-0108 I www.parkerjacksonville.com

BUSINESS CORP0I7ATI.ON ANNUAL 'IZTPO
19-20I7
NAME OF BUSINESS CORPORATION
t
I
SECRETARY OFSTATE ID NUMBER:
C,,lroIina Plantation DeveI_ e
1136487 STATE OF FORMATION: NC
REPORT FOR THE FISCAL YEAR END
12/31 /2017
SECTION A. REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Anthony W Sydes
2. SIGNATURE OF THE NEW REGISTERED AGENT;.
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
100:Carolina Plantations Blvd
SOSID: 1136487
Dite Filed: 4/18/2018 11:59:00 PNI
Elaine 11, N9arshall
North Carolina Secretary of State
C2018 129 0236'1
LI Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
PO Box 7122
Jacksonville, NC 28546 Onslow Jacksonville, NC 28540 Onslow
SECTION B:I.PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Real Estate .land Development
i
2. PRINCIPAL OFFICE PHONE NUMBER: [phone]
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY
i
100 Carolina Plantations Blvd
Jacksonville, NC 28546 Onslow
3. PRINCIPAL OFFICE EMAIL: Yrivac. Re[I:jction
-- - -- II i7
5. PRINCIPAL OFFICE MAILING ADDRESS
�.. - 1
PO Box 7122
Jacksonville, NC 28540 Onslow
6. Select one of the following if applicable. (Optional see instructions)
The company is a veteran -owned small business
The company is a service -disabled veteran -owned small business
SECTION C: OFFICERS (Enter additional officers in Section E)
NAME: r-lioriy VV Sydes
TITLE: President_ -
ADDRESS:
PO Box 7122
NAME:
TITLE:
ADDRESS:
NAME:
TITLE:
ADDRESS:
Jacksonville, NC 28540-2122 Onslow
SECTION D:'CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its a tirety a person/business
entity,
SIGNATUR T vC_D4AJTE1 �S
Form must tie signed by an officer listed under Section C o, ,his form.
h fli �% q 0 �>s - P�� s
Print or Tye Name of Of Ice, Print or Type Title o' Officer
SUBMIT THIS ANNUAL REPORT WITH THE REQUIRED FILING FEE OF S25
MAIL TO: Secre;ay of State, Business Registralion, Division, Post Office Bcx 29525, Raleigh. NC 27626-0525

17/27/2011 09:31 0210201.1 SC15[D:1157091 i
Date Filed: 12/25/2011 11:06:00 ANl
iBlaine F.Nlarshalt
NOrt}i tlar0lirra See[et.31-V of State.
C201133900390 '
STATE OF NORTH CAl OLINA
DEPARTMENT OF THE SECRll:7'ARY OF STATE
STATEMENT OF CHANGE OF REGU ERED-
OFAiCE AND/OR REGISTERED AGENT
Puruieat to ISSD•31 of :the Cwwral Statutea of Nonh Carolina, the w4vr igped enrity submits the following for the purpose of
ehaaging its reglateted of5m aWor regimered agent in the Stave of North Carotins,
Old cumm'Aftmst
The name of the entity its Cr robin Plantittions-Ownefs Association
Etrtity Type: ❑wit. ❑Petroigtu CwErakNli tt "Prok Cogmwim ❑Farms Wnpm1b Cm7w tiaa,
❑i ttadldbt+li�Crv+p9a5', I3rsritsrttl.iebffity Cooapagy �jiGi�a�d . ❑Forei�r► Limited Parmmhip,
❑t n kW LiabdOParfinerahtlh UF=ian LWted Liability Puversbip
The street addrow artd county of the entity's registered office currently on We is:
NumbcaM Sutxs: 4355•B G= Branch Road
Co. State, zip Code: Jacksonville, NC 28540 Cmmty: Onslow
The mailing addrew (f-d(br rmst jr m the snwor raeddr m of the rtg(stered offlee curtmtly on file Is:
P.O. Box ;122, Iadwrtvib) NC 28540
The name of the current registered ostt is: Anthony W, Sydes
�fIFORKAUQN,
I- 'The street a kbm and oamny of the new re-0cmd office o f the entity ia:
(wwpiem this tram dnlpIfIke addrem of tkarwWmd otflat Is being changed)
Ntnmber"Suet: do Premier Mwuvrnent Company, 1213 Culirth Drive
City, State, tip Code: WiWingtonr NC 28405 County: Now Hattaver
7. The mailing Wdram Qrdehvnejrem-As preset aarass of the ne:w i*oxreal offieo le:
(c amoele thb hm only (Ithe oddrw of * registered o pce is b6ng Charm
P.O. Box 12051, Wilmington, Nofth Csr,ol w 28405
3. 1 to appa%tt am ow:
(MaWde ddr item only VA atcmnae qlrAe ragixr ad agent is being tAwgr4
D , Agent
Type or FeW Abme of New Agent re Ante
4. The address of the entity's registered office wtd the eddmu of the busint ma of4ice of mgk turd agent, as chantod,
wil I be identical.
5. This sutesrml %id be effective upon filing, unless a date and/or lime is spccifzd:
Tlvs is the 3—day of t {, zo Caralintt Plantations Owners Association
or r W -
COtt3'ORATIONS DIVISION P, 0, BOX 29622 RALEG l, �� 1
Revised 18nuary 2482 Fow BE-0

PARKER & ASSOCIATES, INC. $raping Hori n
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street + P.Q. Box 976
Jacksonville, NC 28541-0976
910-455-2414 • Fax:[phone]
Firm License Number F-0108
11
Ms. Linda Lewis
NCDENR - Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
�l�
/ IN
April 24, 2013
r APR 252013
dY:
RE: Stonnwater Certification (Final)
Ryker Trace, Section
at Carolina Plantations
Pen -nit No. SW8 1 1 1212
Onslow County, NC
4
Dear Ms. Lewis:
We are providing herein the required Stormwater System Construction Certification for
the above referenced project as shown below.
I, Jonathan L. McDaniel, as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe the construction of the Stormwater System to serve
Ryker Trace, Section I at Carolina Plantations, Pen -nit No. SW8 111212, in Onslow County
hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the project construction such that the construction was observed to have been built within
substantial compliance and intent of approved plans and specifications.
Please find enclosed the completed Designer's Certification Form and the Checklist for
the Stonnwater Wetland from the Pen -nit. If you have any questions or need any additional
information, please give me a call.
'CARO�''�.
e
SEAL •
• 3792s -
9 •NG11�E,.• Q
Enclosures
xc: Mr. Anthony Sydes — C.P.D.C. (letter only)
CF (P), LAM, DAB, RCM
Sincerely,
PARKER & ASSOCIATES, INC.
&:64
tpo�
Jonathan L. McDaniel, PE
J LM
C3.J LM . Lewis. RykerTi sic e&c 1. 5 tormwateiCeil.4.24.13
EMAIL ADDRESS: TEXT MESSAGES TO: paitext(a�bizee.rr.com MAPS AND PLANS TO: paid raft(albizee.rr.com
+ ENVIRONMENTAL ENGINEERING • STORMWATER, WATER & WASTEWATER SYSTEMS
FEASIBILITY & DEVELOPMENT CONSULTING + GLOBAL POSITIONING SURVEYS + SUBDIVISION & CONSTRUCTION PLANS

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street • P.O. Box 976
Jacksonville, NC 28541-0976
910-455-2414 • Fax:[phone]
Firm License Number F-0108
Ms. Linda Lewis
NCDENR - Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405-3845
RE
Dcar Ms. Lewis:
ping Horiz
April 9, 2013 ECEIVE
APR 10 2013
BY:
Stormwater Certification (Partial)
Ryker Trace, Section I
at Carolina P1 ations
Pcrmit No. W8 1 1121
Onslow Co
We are providing herein the required Stormwater System Construction Certification for
the above referenced project as shown below.
I, Jonathan L. McDaniel, as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe the construction of the Stormwater System to serve
Rvker Trace, Section I at Carolina Plantations. Permit No. SW8 111212, in Onslow Countv
hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the project construction such that the construction was observed to have been built within
substantial compliance and intent of approved plans and specifications.
Please take note that this is a partial certification for the completion of the wet detention
basin. Once the stormwater wetlands is built, it will be inspected and certified at that time.
Please find enclosed the completed Designer's Certification Form and the Checklist for
the pond from the Permit. If you have any questions or need any additional information, please
give me a call.
=Qk
%% =
i
SEAL. -
37928
tv
4p,c3f�lEEQ:
'D
Enclosures
xc: Mr. Anthony Sydes — C.P.D.C. (letter only)
CF (P), LAM, DAB
Sincerely,
ATTES, INC.
PARKER & ASSS/O��CA�ID-�
��
' ' `-
Jonathan L.
McDaniel, PE
JLMM/'�us
C3�WIA 49Fkj"f ,� MSToAUM94NTI9: aitext a bizee.mcom MAPS AND PLANS TO. paidraft(a�,bizee.rr.com
• ENVIRONMENTAL ENGINEERING * STORMWATER, WATER & WASTEWATER SYSTEMS
FEASIBILITY & DEVELOPMENT CONSULTING • GLOBAL. POSITIONING SURVEYS 0 SUBDIVISION & CONSTRUCTION PLANS

State Stormwater Management Systems
Permit No. SW8 111212
Ryker Trace, Section I at Carolina Plantations
Stormwater Permit No. SW8 111212: Wet Pond
Onslow Count`"
Designer's Certification
I J01VATHAN u . Mr-nANIEL , as a duly registered ?kO ESSioMAL .ENC7W6ER in the State
of North Carolina, having been authorized to observe (periodi lylweeklylfull time) the
construction of the project,
'(Z (�Q l RAUF � SeCTWN ! AT CAI3,0UNA ?I~ANTAi 10^JS
(Project)
for CAiWLl% C,00-(Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Sig
nature
nature { Registration Numbers
Date g 3
CARO
SEAL -
SRO =
0..
F!y(3jNSit,
P�
IV L. Mcp`�•
���f/f1111j1\`
F—CEIVE
APR 14 2013
gY:
Page 1 of 2
Page 8 of 11

State Stormwater Management Systems
i Permit No. SW8 111212
Certification Requirements: Page 2 of 2
(r-1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
_4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
�7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
4VA 9. Vegetated slopes are no steeper than 3:1.
4t— 10. The inlets are located per the approved plans and do not cause short-circuiting of
the system.
11. The permitted amounts of surface area and/or volume have been provided. .
f-12. Required drawdown devices are correctly sized per the approved plans.
�13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
M. NCDENR-DWQ Regional Office
Inspector, Onslow County Building Inspections
0
Page 9 of 11

db State Stormwater Management Systems
•� i Permit No. SW8 111212
Ryker Trace, Section I at Carolina Plantations Page 1 of 2
Stormwater Permit No. SW8 111212: Stormwater Wetland
Onslow County
Designer's Certification
I, S00JAT►-iAM L. McDANIE.L , as a duly registered PROFESSIONAL ENGINEEtZ- in the State
of North Carolina, having been authorized to observe (period icallylweeklylfull time) the
construction of the project,
RYKER TRACE, SECTioN i AT - CARWPJA pLANTAYioNS - SrOWWATER, wETLAuD
(Project)
co;L?o9,gYtioN
for CAItOL.INA PLANTATLOJ NVtLf3ttAW (Project Owner) hereby state that, to the best of
my abilities, due care and diligence was used in the observation of the project construction such
that the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
'+,'�y111111ffj�,'
•��-(N CAF?0
SEAL_ % =
37928
p„•`:
Signature A,. MrPP,�
At
Registration Number P " 372g
Date �2Li 113
SEAL
Page 10 of 11

State Stormwater Management Systems
Permit No, SW8 111212 -
Certification Requirements: Page 2 of 2
t1.
The drainage area to the system contains approximately the permitted acreage.
2.
The drainage area to the system contains no more. than the permitted amount of
built -upon area.
�3.
All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4.
All roof drains are located such that the runoff is directed into the system.
5.
The wetland zone elevations are per the approved plan.
"1 6.
The wetland is located per the approved plans.
L 7.
A trash rack is provided on the outlet structure.
_._8.
All slopes are grassed with permanent vegetation.
9.
Vegetated slopes are no steeper than 3:1.
L{.M 10.
The inlets are located per the approved plans and do not cause short-circuiting of
U
the system.
11.
The permitted amounts of wetland zone surface area and volume have been
provided.
12.
Required drawdown devices are correctly sized and located per the approved
(1
plans.
O13. All required design depths are provided.
I!L 14. All required parts of the system are provided.
�15. The required number of wetlands plantings have been provided
cc: NCDENR-DWQ Regional Office
Inspector, Onslow County Building Inspections
Page 11 of 11

Permit Number SW8111212
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
kelly.johnson
Coastal SW Rule
Coastal Stormwater - 2008
Permitted Flow
Facility
Facility Name
Ryker Trace Section I at Carolina Plantations
Location Address
Ramsey Roa
Jacksonville NC 28540
Owner
Central Files: APS SWP
04/23/12
Permit Tracking Slip
Status
Project Type
Active
New Project
Version
Permit Classification
1.00
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
Onslow
Facility Contact Affiliation
Owner Name Owner Type
Carolina Plantation Development Corporation Non -Government
Owner Affiliation
Anthony W. Sydes
PO Box 7122
Dates/Events Jacksonville NC 285407122
Scheduled
Orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
04/23/12 12/22/11 04/23/12 04/23/12 04/23/20
Regulated Activities Requested/Received Events ..
State Stormwater - HD - Detention Pond Deed restriction requested
State Stormwater - HD - Wetlands Deed restriction received
Additional information requested 01/12/12
Additional information received 02/13/12
Additional information requested 02/27/12
Additional information received 04/19/12
Outfall NULL
Waterbody Name Stream Index Number Current Class Subbasin

High Density Residential Subdivisions
-� Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Anthony W. 5ydes, , acknowledge, affirm and agree by my signature below, that I will
cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality under the
Stormwater Management Regulations,
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is 3,500 square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
5. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
This allotted amount includes any built -upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
7. Each lot will maintain a 30** foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
I IRE CEIVED
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 2 DEC 2 21011
BY:

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
Signature: 6Date: j J
1, L-&q T • �y f _. _. — a Notary Public in the
State of �1or- j edfo-11W , County of �� 5 I D W
do hereby certify that personally appeared
before me this the [V day of &Mber 20 , and acknowledge
y Commission expires
Form DRPC-3 Rev.2 05Nov2ao9
ing instrument
Witness my hand and official seal,
SE,4'L��H P. Q�Z 'z
' `gyp Apy
RECEIVED
Page 2 of 2 DEC 2 2 2011
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v CDE R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E. Dee Freeman
Governor Director Secretary
February 27, 2012
Mr, Anthony W, Sydes, President -XqVi, Se..1 jaq I1.1 6Yb tk) �710C.t*�
Carolina Plantations Development Corporation
PO Box 7122
Jacksonville, NC 28540
Subject: Request for Additional Information
Stormwater Project No. SW8111212
Ryker Trace, Section I at Carolina Plantations
Onslow County
Dear Mr. Sydes:
The Wilmington Regional Office received and accepted a State Stormwater Management Permit Application for the
subject project on December 22, 2011, mailed a request for additional information on January 12, 2012, and received
a response on February 13, 2012. 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:
Skaggs Method: The Skaggs Method is a relatively new application for stormwater projects.
Though you have used the method on previous projects, each project is subject to a case by case
review. I received your description of the data that is inputted into the computer model, but I did
not receive calculations showing the analysis. I also did not receive the specific values inputted or
a description of why those values were used. In Dr, Skaggs' final report, Determination of Lateral
Effects of Borrow Pits on Hydrology of Adjacent Wetlands, he gives an example calculation on
page 10 which I have re-created in Excel (hard copy attached). I will email this spreadsheet as
well as the full report to your engineer. Please provide the data highlighted in yellow and also
provide an explanation as to how each of those values was chosen. I have included columns for
both Section 1-1 and Section 2-2 to be consistent with your previous soils data.
2. Drainage Easements: Drainage easements are required per 15A NCAC 2H .1008(c)(3). If you
instead provide common area or open space please ensure that that area is recorded after the
permit is issued.
3. Please remember that a change to one number may have a domino effect on other numbers.
Please check all plans, calculations and forms and make changes as needed.
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 March 27 2012, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal 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 address and 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,
The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation
Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-
215.6A.
Wilmington Regional office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] aENR Assistance: 1-877-623-6748 NorthCarolina
Internet: www.ncwaterquality.org y '/� wminay
An Equal Opportunity 1 Atfirmative Action Employer Y "

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
[phone] or email me at [e-mail].
Sincer ly,
1
elly Johnson
Environmental Engineer
GDSlkpj: S:IWQSIStormwater\Permits & Projects12011\111212 HDQ012 02 addinfo 111212
enc : Skaggs Method Data Request
cc: Jonathan McDaniel, PE, Parker & Associates
Wilmington Regional Office Stormwater File
Page 2 of 2

SW8111212 - Ryker Trace Section I at Carolina Plantations
Add Info #2, 2/27/12
Description
Variable
Units
Example 1
(p.10 Skaggs' report)
Section 1-1
Section 2-2
County
-
-
New Hanover
Onslow
Onslow
Depth of Pit
d
ft
20.00
Is the bottom of the pit inside the clayey impermeable layer?
Example Said that the
pit is excavated down
to a clayey
impermeable layer
Top of clayey impermeable layer
msl
ft
Bottom of clayey impermeable layer
msl
ft
Bottom of pit
msl
ft
Distance Surface Wetland to Bottom Pit
ho
ft
22
Effective Lateral Hydraulic Conductivity
K
in/hr
2.0
Effective lateral Hydraulic Conductivity
K
ft/day
4.0
0.0
0.0
Drainable Porosity
f
0.035
Surface Storage Depth
(Needed to read TZS Table)
5
in
2.0
Water Table Elevation Above Impermeable Layer at T25
h=hp-(25cm or 10 in)
h
ft
21.17
-0.83
-0.83
H=h/ha
H
-
0.962
#DIV/0!
#DIV/0!
D=d/ho
D
-
0.909
#DIV/0!
#DIV/0!
Boussinesq Parameter, 1/n=
1/n
0.960
Time to Drawdown to 25cm
T25
days
3.2
Distance Surface Wetland to Water Level in Pit at Closure
-
ft
2.0
Required Setback for the Pit: Distance from Ditch/Borrow Pit/Pond Where
Water Table Drawdown is 25cm at time=T25
x=sgrt[(K/f)*ho*T25]/(1/n )
x
ft
93
#DIV/O!
#DIV/01
Example 1
10 inches @ TIs= 3.2 days Wetland
Borrow Pit
wale
Set 9ack
d = 20ti
Distance,
Figures. Schematic of barrow pit shaving the regcdred set back divance of the pit.

Johnson, Kelly
From: Johnson, Kelly
Sent: Wednesday, February 29, 2012 12:39 PM
To: 'Parker & Associates, Inc.'
Subject: FW: SW8 111212, Ryker Trace Section I at Carolina Plantations
Jonathan,
Also, I just saw that the SHWT in the boring logs show it to be 39.5 and the calculations/ Dupuit equation show it to be
43.8?
(J
From: Johnson, Kelly
Sent: Monday, February 27, 2012 11:55 AM
To: 'Parker & Associates, Inc.'
Subject: SW8 111212, Ryker Trace Section I at Carolina Plantations
Jonathan,
Please see attached.
KJ
*** My email has changed to [e-mail]
1- et bi oh vusovu
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
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.

Johnson, Kelly
From: Parker & Associates, Inc. [[e-mail]]
Sent: Wednesday, February 29, 2012 6:00 PM
To: Johnson, Kelly
Subject: RE: SW8 111212, Ryker Trace Section I at Carolina Plantations
The 43.8 is the existing SHWT right now at the bore locations in the main pond. The 39.5 is the permanent pool / final
water level at those same locations.
Jonathan L. McDaniel, PE/ rmh
Parker & Associates, Inc.
Engineers * Surveyors * Planners
[phone]
Firm License Number - F-0108
;yr�ni�t Ilnri} Ot"Y
From: Johnson, Kelly[maiIto: [e-mail]]
Sent: Wednesday, February 29, 2012 12:39 PM
To: Parker & Associates, Inc.
Subject: FW: SW8 111212, Ryker Trace Section I at Carolina Plantations
Jonathan,
Also, I just saw that the 5HWT in the boring logs show it to be 39.5 and the calculations/ Dupuit equation show it to be
43.8?
KJ
From: Johnson, Kelly
Sent: Monday, February 27, 2012 11:55 AM
To: 'Parker & Associates, Inc.'
Subject: SW8 111212, Ryker Trace Section I at Carolina Plantations
Jonathan,
Please see attached.
KJ
*** My email has changed to [e-mail]
KtLLWDhI tsm.
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension

Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
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.

V-0 /'CaK5
SW8111212 - Ryker Trace Section I at Carolina Plantations
Add Info #2, 2/27/12
Description
Variable
Units
Example 1
(p.10 Skaggs' report)
Section 1-1
Section 2-2
County
-
New Hanover
Onslow
Onslow
Depth of Pit
d
ft
20.00
Is the bottom of the pit inside the clayey impermeable layer?
Example Said that the
pit is excavated down
to a clayey
impermeable layer
Top of clayey impermeable layer
msl
ft
Bottom of clayey impermeable layer
msl
ft
Bottom of pit
msl
ft
Distance Surface Wetland to Bottom Pit
ho
ft
22
Effective Lateral Hydraulic Conductivity
K
in/hr
2.0
Effective Lateral Hydraulic Conductivity
K
ft/day
4.0
0.0
0.0
Drainable Porosity
f
I -
0.035
Surface Storage Depth
(Needed to read T25 Table)
S
in
2.0
Water Table Elevation Above Impermeable Layer at T25
h=ho (25cm or 10 in)
h
ft
21,17
-0.83
-0.83
H=h/ho
H
0.962
#DIV/01
#DIV/0!
D=d/ho.
D
0.909
#DIV/0!
#DIV/01
Boussinesq Parameter, 1/n=
1/n
j
0.960
Time to Drawdown to 25cm
T25
I days
3.2
Distance Surface Wetland to Water Level in Pit at Closure
-
ft
2.0
Required Setback for the Pit: Distance from Ditch/Borrow Pit/Pond Where
Water Table Drawdown is 25cm at time=T2.
x=sgrt[(K/f )* h o*T25]/(1/n )
x
ft
93
#DIV/01
#DIV/o!
Example 1
10 inches @ Tts = 3.2 days Wetland
Borrow PitSet t
d=26ft
Back Distance, X
Figure S. Schematic of barross• pit showing the required set back distance of the pit

o
/ "lateral effect" as being the width of that strip of land adjacent to the ditch that has had its
hydrology modified such that it no longer satisfies wetland hydrologic criteria. Since the
edge of the wetland, under natural conditions, should satisfy the minimum requirements
for wetland hydrology, a setback equal to the lateral effect as defined above will insure a
negligible effect of the pit on the wetland
Location affects two factors important to wetland hydrology. First, it affects the
numerical values in the criterion. The beginning and ending dates of the growing season
vary from county to county, so both the window of time, and the duration (5% of the
growing season) over which the water table must satisfy the criterion are affected by
location. Second, rainfall and ET vary with location, so it is logical that a threshold
drainage intensity sufficient to prevent the wetland criterion from being satisfied at one
location would not necessarily prevent the criterion from being satisfied at another
location where precipitation is greater or ET is lower.
Surface storage is an important factor affecting wetland hydrology. It is defined for this
analysis as the average depth of water that can be stored iri depressions on the site before
runoff will occur. The capacity to store water on the surface depends on surface
roughness and the average depth and distribution of' surface depressions. Other factors
remaining equal, the wetness of a site increases with increasing surface storage. Heavy
�.•
rainfall the depressions will be full and water will remain ponded on the surface. It
follows that T25 values decrease with increased surface depressional storage.
EXAMPLE APPLICATION
D
An example application of the approximate method for determining a setback
-�
requirement for a borrow pit is presented below. A pit located in New Hanover County,
4
North Carolina is to be excavated in a Goldsboro soil adjacent to a wetland. The depth of
S—'
the pit will be 20 ft with the bottom 22 ft below the surface of the wetland (Figure 5).
s
The effective lateral hydraulic conductivity, K, of the soil is 2m/hr, the drainable
porosity, f, is 0.035, and the average surface storage depth in the wetland is 2 in. It is
assumed that sandy soil in the borrow pit will be excavated down to a clayey
impermeable layer. After closure, the water level in the pit is assumed to be 2 ft below
the surface of the wetland.
fi17

On
Figure 5. Schematic of borrow pit showing the required set back distance of the pit.
"Two values are required to determine the Boussinesq parameter. Those values are
1-1= Who, where h is the water table elevation above the impermeable layer in the wetland
at the T25 time (i.e. the value of h representing a water table depth of 10 in. h=ho-10), ho
is the depth to the impermeable layer in the wetland, and D = d/h,,, where d is the
elevation of the water level in the pit above the impermeable layer.
For this example h = 21.2 ft., ho = 22 ft. and d=20, so
H_21ft 2irr=0.96 D=20=0.91
22 ft 22
From the nondimensional solution plot, Figure 4, with these values of FI and D, the value
for the Boussinesq parameter, l/ rl, is approximately 0.96.
As shown in Table 4, the T25 value, for a pit located in Beaufort County with surface
stora d a depth of the water in the pit 2 ft below the surface of the wetland, is
T25 4,3.7 days.
The lateral effect, x, is then solved as,
FILf
I*k zs
x=
1
Substituting in the given soil projr-a d the lateral effect is calculated as follows
r _ J[(4 ft / day) 10.0351 * 22 f(* 3.2days)— 93 ft
0.96
The required setback for the example pit is 93 ft from the wetland.
There are differences and additional unknowns that must be resolved before the methods
developed for highway drainage ditches can be used for determining the lateral impacts

Johnson, Kelly
From: Johnson, Kelly
Sent: Wednesday, April 04, 2012 11:14 AM
To: 'Parker & Associates, Inc.'
Subject: Skaggs Method: Wantlands Ferry Section #1 (new application) & Ryker Trace (SW8 111212)
Jonathan & Tim,
I met with Dr. Skaggs, Dr. Chescheir, and several staff from our Central Office on Monday at NCSU to get some guidance
on how to handle Skaggs Method for stormwater permits. I took both of these projects as examples, and NCSU gave us
feedback on them.
1. Ryker Trace: This has been in-house for quite a while, so for some of the guidance we received, I will have to
just go with things the way they are currently progressing. But, just FYI, we did notice that stream elevation is at
41.0 & 39.8, but PP is at 39.5. Also, please make sure that the drawdown pipe is outside the wetlands.
2. Wantlands Ferry: We received this application on March 20, 2012, but I did not log it in because I knew we were
meeting with Dr. Skaggs. So, at this point you have the option of either getting it logged in with a 3/20 receipt
date or returning it (including the fee). I am still working on summarizing my notes from that meeting, but there
are some significant issues that will have to be addressed through add-infos if the project is accepted. if the
issues are not addressed fairly easily and quickly (generally within 2 add infos unless my supervisor approves
otherwise) the project will be returned with the application fee forfeited.
a. Elevations: The biggest issue is that Skaggs Method was calibrated for a difference in the PP elevation
and the wetland elevation to be a maximum of 6ft (for the T25 values). Dr. Skaggs thought that the
method would be applicable to 8/9ft as an absolute maximum. Since SHWT is at or below the wetland
elevation, and these ponds show the PP to be 5ft, 7ft, and 10ft below SHWT for the 3 ponds this will be
an issue for at least one (possibly 2) of the ponds.
b. Layer Data: The data inputted into Skaggs Method will have to be increased. The layers that are shown
in the Skaggs Method print outs go to 48" (one goes to 60") but that does not go far enough down. We
will need borings to a confining, layer, and at least to the permanent pool elevation.
c. Hydraulic Conductivity: Dr. Skaggs says that we need to see the layers decrease in hydraulic conductivity
such that you reach a confining layer, which he defined as having the bottom layer 20% of the value of
the layer(s) above it. Some of the layers here do not show this confining layer. For instance, if the
hydraulic conductivity is 0.75 in Layer 1 and 2.0 in Layer 2 with Layer 2 being the bottom layer, then
there would not be a confining layer in the data.
d. Hydraulic Conductivity Method: Dr. Skaggs also does not recommend the constant head method to find
conductivity in the field. He recommended the auger hole method as the best option. He said at the
very least we should have a thorough boring log documenting the specifics of what they soil scientist
found in terms of the depth of the confining layer and the applicable characteristics of the soils found.
e. Diagrams: We will also need cross section diagrams with surveyed wetland elevation data similar to
what was provided below for Ryker.
f. Dupuit: We will need to have a more thorough discussion of Dupuit. Are you using that to show that
the groundwater flow is negligible? It looks like you are showing that the pond can drawdown the
temporary volume and the groundwater together in the 2-5 day timeframe. I also went through the
Dupuit website that you all used, and I will have some more specific Dupuit questions.
This are the main points, but this is just a summary of the discussion we had with them on Monday. Please let me know
if you would like me to accept or return Wantlands Ferry by COB tomorrow (Thursday).
Thanks,
Kelly
t

1
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*** My email has changed to [e-mail]
f-e,dLW0hKS0kA,
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
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.
z

Johnson, Kelly
From: Johnson, Kelly
Sent: Monday, March 26, 2012 12:33.PM
To: 'Parker & Associates, Inc.'
Subject: RE: SW8 111212- Time Extension
re
3D
From: Parker & Associates, Inc. [mailto:[e-mail]]
Sent: Monday, March 26, 2012 10:32 AM
To: Johnson, Kelly
Subject: SW8 111212- Time Extension
Kelly,
By way of this email, we are requesting a time extension for Ryker Trace, Section I (SW8 111212). We anticipate all
matters to be resolved by April 27, 2012.
Sincerely,
Jonathan L. McDaniel, PE / jus
Parker & Associates, Inc.
Engineers * Surveyors * Planners
[phone]
Firm License Number - F-0108
��//nlYqui: Itnri�y�5 ,

M
Johnson, Kelly
From: Johnson, Kelly
Sent: Thursday, March 29, 2012 3:17 PM
To: Jones, Jennifer
Subject: RE: FW: Skaggs Method Download?
Attachments: KJ PP SHWT Notes.pdf
Both. We don't want to drain wetlands and we don't want to fill the pond up with groundwater such that the TP storage
wouldn't be available. There are a bunch of scenarios that could occur and frankly we are still sorting out what to do
about all of this (and like many things in stormwater it changes over time). I have compiled my notes into the attached
summary for the 5 possibilities and what to do for each one. As you can see our whole program revolves around SHWT
and not wetland elevations so this is a huge change for us... especially since we don't generally get surveyed wetland
elevations.
From: Jones, Jennifer
Sent: Thursday, March 29, 2012 3:09 PM
To: Johnson, Kelly
Subject: RE: FW: Skaggs Method Download?
Ok thanks— but I mean why are you interested in this.
they are going to dewater the surrounding wetlands.
the wet pond filling up?
Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email [e-mail]
Website: http_//portal.ncdenr.org/web/wq/ws/su
In using it for mining, we are worried that when they dewater,
Is that your concern here, or more that you are concerned about
** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulations.**
From: Johnson, Kelly
Sent: Thursday, March 29, 2012 3:07 PM
To: ]ones, Jennifer
Cc: Patterson, Robert; Bennett, Bradley; Lowther, Brian; Scott, Georgette
Subject: RE: FW: Skaggs Method Download?
We probably do 50% ponds, 45% infiltration and 5% other BMPs in Wilmington. So, this is mainly a pond thing but it
could be a SW wetland issue, too.
From: Jones, Jennifer
Sent: Thursday, March 29, 2012 3:01 PM
To: Johnson, Kelly
Cc: Patterson, Robert; Bennett, Bradley; Lowther, Brian; Scott, Georgette
Subject: RE: FW: Skaggs Method Download?

Ah — ok. Thanks.
So is it more that you are worried that it's going to drain nearby wetlands and cause a surface water/wetlands violation
(e.g, remove use) or that there won't be sufficient storage area in the wet ponds because it will be always filling with
water from the nearby wetlands, or a bit of both? Are you mainly worried about wet ponds or any other BMPs? Or is
this really an issue,for any other BMPs (i.e. because you can't even put in a bioretention cell or another BMP).
Thanks Kelly,
Jen
Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Website: http:/Zportal.ncdenr.org/web/wq/ws/su
** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulations."
From: Johnson, Kelly
Sent: Thursday, March 29, 2012 2:53 PM
To: Jones, Jennifer
Cc: Patterson, Robert; Bennett, Bradley; Lowther, Brian; Scott, Georgette
Subject: RE: FW: Skaggs Method Download?
Jen,
The main issue is that in State Stormwater we compare the PP elevation to the SHWT elevation. We like the two to be
within 6". There are a lot of scenarios for which this could occur (See my notes attached. This is a work in progress.)
We don't generally look at wetland elevations for ponds. We also do not generally get surveyed wetland elevations. We
generally just get LIDAR as topo, and in my experience that can be off by more than 6" (1 would actually expect it to be
given my "design v/s build" experience with other projects.) See the attached "example 2" pond recently submitted.
The wetland edge is shown to be at several different elevations near the pond (likely LIDAR and not survey). And, there
is also grade shown within the wetland. So, do I choose 19? 18? 17? What about the lowest elevation within the
wetland if the grade goes "lower" inside the wetland? Do we need to ask for surveyed wetland edge elevations
(probably so in order to use this model). Interestingly, this pond's,supplement shows the SHWT to beat 26 and the PP
to be set at 16.
I will send you an example that I emailed to some consistency folks a while back as a separate email. That will be a
different pond/different design example.
My main question is how, (or if) to use this model for stormwater ponds. If we can use it, what data do we need from
the consultants in order to run it. His example (page 10 of his report that I will send you in a minute) shows a confining
layer. What if there isn't one? I will also send you an Excel file I made for that design. I copied Skaggs' example and
asked the consultant to give me the same data. I just don't understand the "black box" well enough to know what it is
telling us without knowing all of the variables that go into the black box.

KJ
From: Jones, Jennifer
Sent: Thursday, March 29, 2012 1:48 PM
To: Johnson, Kelly
Cc: Patterson, Robert; Bennett, Bradley; Lowther, Brian
Subject: FW: FW: Skaggs Method Download?
Hey Kelly,
Can you forward us anything we might need for the review so we can be prepared for this meeting on Monday? As far
as your questions for use of the Skaggs Method for State stormwater projects, this is what I understand your questions
a re:
• Does a max of 6ft mean the elevation difference between the permanent pool and wetlands?
• What happens with the model use when there is grade within the wetland?
• For the model, would you pick the highest or the lowest point of wetland elevation (see attached)?
• Would the 6ft max also apply to the distance between the permanent pool and the SHWT? For instance, the
attached proposed pond has SHWT at 16msl and the permanent pool is proposed to be at 26msl (over 10ft
difference in elevation), and the wetlands nearby actually have quite a bit of grade in them.
Anything else? Sorry —just trying to figure out what the questions are for state stormwater.
Thanks Kelly!
Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: ennifer.'ones ncdenr. ov
Website: http://portal.ncdenr.org/web/wq/ws/su
** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulations.**
From: R Skaggs [mailto:[e-mail]]
Sent: Wednesday, March 28,- 2012 12:35 PM
To: Jones, Jennifer
Cc: brian [e-mail]; Johnson, Kelly; Bennett, Bradley; Patterson, Robert; Lowther, Brian
Subject: Re: FW: Skaggs Method Download?
Thanks Jennifer,
Monday at 10:30 will work for me. I think Brian will be here next week, so it will be good to have him
involved with the meeting as well. I have another meeting at 12:00, but 1.5 hours will probably be enough.
Bradley, Robert Patterson and Brian Lowther are of course welcome. i will arrange for parking passes.
Wayne

On Wed, Mar 28, 2012 at 11:37 AM, Jones, Jennifer <iennifer.jones2ncdenr.gov> wrote:
Hi Dr. Skaggs,
Would Monday at 10:30 work for you? And if we park in Weaver Labs, can we get a parking permit as well? Bradley
suggested I also invite Robert Patterson and Brian Lowther from our office to join us as well if that is ok. Bradley is
unsure if he'll be able to make it, depending on his schedule, but he said that's ok and to continue on without him.
Thank you,
Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: lennifer.jones@ ncdenr.gov
Website: http://Portal.ncdenr.org/web/wa/ws/su
** Email correspondence to and from this address is subject to the North Carolina Public Records Law and maybe
disclosed to third parties unless the content is exempt by statute or other regulations.**
From: R Skaggs [mailto:[e-mail]]
Sent: Wednesday, March 28, 2012 9:24 AM
To: brian phillips()ncsu.edu
Cc: Johnson, Kelly; Jones, Jennifer
Subject: Re: FW: Skaggs Method Download?
4

Keliy, Jenifer, Brian:
Brian sent me the email with the opportunity to comment. I am not able to understand the questions clearly.
would be glad to set down with any or all of you and discuss the applications and questions about the method. I
understand that you (or people applying for permits) may be trying to use the method for applications for which
it was not specifically intended, or for which it has not been tested. Nothing wrong with that as long as the
extrapolations make sense. I am in the office this week and next and would be glad to meet and discuss some of
these issues, if that would help. At this point I am available tomorrow morning, or any morning next week.
Would assume we would need 60 to 90 minutes.
Wayne Skaggs
On Mon, Mar 26, 2012 at 7:04 PM, Brian D Phillips <bd hilli � nesu.edu> wrote:
Dr. Skaggs:
Thought you may like to respond to this inquiry.
Brian
Brian D. Phillips, MS, EI
Office: +1 919.515.6750
brian [e-mail]
From: Johnson, Kelly[ma iIto: kelly.p,[e-mail]]
Sent: Monday, March 26, 2012 9:26 AM
To: Jones, Jennifer; brian phillips(@ncsu.edu
Subject: RE: Skaggs Method Download?
Thanks Brian. As you may know from Jen we have been trying to figure out the best way to apply this to
stormwater for quite a while. I appreciate your help? I just wanted to clarify though that when you discuss the
distance between permanent pool and wetlands being a max of 6ft, does that mean elevation difference? What
if there is grade within the wetland? Would you pick the highest or the lowest point of wetland elevation (see
attached)? Also, would the 6ft max also apply to the distance between the permanent pool and the SHWT? For
instance, the attached proposed pond has SHWT at 16msl and the permanent pool is proposed to be at 26ms1
(over 1 Oft difference in elevation), and the wetlands nearby actually have quite a bit of grade in them.

I really do appreciate your help. I have gone through a lot to try to figure this out. For another project, I read
your NCDOT report, and then re-created the example on page 10 in Excel and asked the applicant for all of the
variables that the example used. That one hasn't responded yet, so I do not know how well that will work out.
But, hopefully I will be able to find a way to work through applications that use this process. We are starting to
get quite a few of them.
Thanks,
Kelly
From: Jones, Jennifer
Sent: Friday, March 23, 2012 9:56 AM
To: brian Phillips@)ncsu.edu
Cc: Johnson, Kelly
Subject: RE: Skaggs Method Download?
Hi Brian,
Excellent - Thank you! So it's my understanding that this model is not very accurate with the distance from
permanent pool to wetlands is > 6' right?
I think Kelly might have some questions for you about using this method for wet ponds and other state
stormwater permits. I've cc'd her here.
Thank you again — That's excellent!
Jen
Jennifer Jones
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604

Phone: [phone]
Fax: [phone]
Email: jennifer.jones a,ncdenr.gov
Website: http:l/portal.nedenr.orOweb/wa/ws/su
** Email correspondence to and from this address is subject to the North Carolina Public Records Law and
may be disclosed to third parties unless the content is exempt by statute or other regulations.**
R. Wayne Skaggs
William Neal Reynolds Distinguished University Professor
North Carolina State University
R. Wayne Skaggs
William Neal Reynolds Distinguished University Professor
North Carolina State University

PARKER & ASSOCIATES, INC.
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax: [phone]
Firm License Number F-0108
February 10, 2012
Ms. Kelly Johnson
NCDENR, DWQ
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Ryker Trace Section
at Carolina Plantations
Onslow County, NC
Project No. SW8 111212
Additional Information
Dear Ms. Johnson:
By way of this letter we are submitting the items needed to continue the stormwater
review for the above mentioned project. Response to your letter dated January 12, 2012
requesting additional information is as follows:
A table for the wet detention basin showing elevations, areas, and volume is enclosed.
The hydraulic model was updated to match the proposed pond dimensions. The
temporary pool area in the supplement was also revised to match the pond dimensions
as proposed.
2. A table with elevations of existing grade and SH WT at the bore locations is enclosed.
Please see the enclosed letter from Pittman Soil Consulting. As a side note, we have
permitted several ponds using the Skaggs method with other DWQ staff. Also, this
method is frequently used by the North Carolina Department of Transportation and
US Army Corps of Engineers to check for potential wetlands impacts during mass
grading operations.
4. A detail has been added to the Stormwater Wetlands Detail (Sheet 13 of 13) that
dimensions the permanent pool. The permanent pool width dimensioned on the Wet
Detention Basin Detail (Sheet 12 of 13) was corrected to be 73' as designed. Please
see enclosed copies of both details.
5. The Overall Stormwater Exhibit Map (Sheet 1 of 1) is enclosed that shows the
drainage areas and BUA data for both BMPs. RECEIVED
FEB 13 2012
EAIAIL ADDRESS: TEXT MESSAGES TO: naitextr&bizeexr.com MAPS AND PLAN "' Iraidraftnbizec.rr.com
+ IiNVIRONAIEN'rAL ENGINIsERING ♦ STORMWATI;R, WATER AND WANILWAIEK NY.
+ I�EASIBILI'I'Y AND DEVI:LOPRIEN'[' CONSULTING + GL013AL POST"r10NING SURVEYS + tiU13DIVISION AND CONS"I'RUC'1'10,NPLANS

Ms. Kelly Johnson
Ryker Trace Section I at Carolina Plantations
Stormwater Review —Additional Information
February 10: 2012
Page 2
6. There are no drainage easements for these two BMPs, they are located in open space
lots that are to be maintained by the 1-IOA. Please see the Preliminary Plat (Sheet I of
13) that was preNjously submitted on December 20, 2011.
Please find enclosed One (1) original letter from Pittman Soil Consulting, one (1)
copy of Revised Wet Detention Basin Calculations, one (1) revised wet detention basin
supplement, one (1) original wet detention basin volume table, one (1) original soil bore data
table, two (2) copies ofthe Overall Stormwater Exhibit Map (Sheet 1 of]), and two (2) copies of.
revised BMl' details (Sheets 12 and 13 of 13). If you have any questions or need any additional
information, please contact me.
Sincerely,
PARKER & ASSOCIATES, INC.
r
Jonathan L. McDaniel, PE
Enclosures
xc: Mr. Anthony W. Sydes — CPDC (w/ enclosures)
CF (P), LAM
JI..M/rmh
c I LM. I ohnson. k yk erTrice I. S W Su 6Ltr.2. 10.12

A F15%
rA
NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
January 12, 2012
Mr, Anthony W. Sydes, President
Carolina Plantations Development Corporation
PO Box 7122
Jacksonville, NC 28540
Subject: Request for Additional Information
Stormwater Project No, SW8111212
Ryker Trace, Section I at Carolina Plantations
Onslow County
Dear Mr. Sydes
Dee Freeman
Secretary
The Wilmington Regional Office received and accepted a State Stormwater Management Permit Application for the
subject project on December 22, 2011. 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:
Wet Pond: Please submit a table showing the elevation, surface area, incremental volume, and
cumulative volume for at least the elevations of the bottom of the pond, bottom of the loft shelf,
permanent pool, top of the 10ft shelf, and temporary pool. A table for the permanent pool elevation
and higher was submitted. Please also ensure that the data in the supplement matches the
calculations. The current data shows discrepancies.
Soils Report: A soils report has been submitted which shows two cross sections across the stream
and the seven boring locations. Please submit the boring data for the five borings taken inside the
footprints of the two BMPs to show the existing grade where the boring was taken, the depth to
SHWT, and the resulting SHWT elevation for each boring in order to describe how the permanent
pool elevations were established.
Skaggs Method: Please submit full calculations describing the print out submitted which show how
the values entered into the model were determined. For instance: In literature Skaggs describes
the effective lateral hydraulic conductivity. How is that related to the weighted hydraulic
conductivity in the print outs submitted? What are the five layers that are in the print out and how
were they determined? How did you choose a surface depressional storage depth? What T25
value was used and how was it determined? What is the water table elevation above the
impermeable layer at T25? What Boussinesq parameter was used and how was it determined?
What is the time to drawdown to 25cm?
4. Dimensions of Permanent Pool: Please show the dimensions of each line and arc of the
permanent pool for both BMPs on the plans.
5. Drainage Area: Please show the drainage area of each BMP on the plans.
6. Drainage Easements: Please provide a drainage easement for each BMP and show its
dimensions on the plans.
7. Please remember that a change to one number may have a domino effect on other numbers.
Please check all plans, calculations and forms and make changes as needed.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] DENR Assistance: 1-877-623-6748 NorthCarolina
Internet: w w.ncwaterquality,org '/'J�'] "
tura//y
An Equar Opportunity i Affirmative Action Employer v V `i

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 Februa 13 2012, or the application will be returned as
incomplete. The return of a project will necessitate resubmittal 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 address and 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.
The construction of any impervious surfaces, other than a construction entrance under an approved Sedimentation
Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to enforcement action pursuant to NCGS 143-
215.6A.
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
[phone] or email me at [e-mail].
Sincerely,
Kelly nson
Environmental Engineer
GDS1kpj: S:1WQS1Stormwater Permits & ProjectsQ0111111212 HD12012 01 addinfo 111212
cc: Jonathan McDaniel, PE, Parker & Associates
Wilmington Regional Office Stormwater File
Page 2 of 2

ng
PARKER & ASSOCIATES, INC. ShapiHoriz
Consulting Engineers - Land Surveyors - Land Planners
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax: [phone]
Firm License Number F-0108
December 20, 2011
Ms. Linda Lewis
Environmental Specialist
NCDENR, DWQ — Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: Ryker Trace, Section I at
Carolina Plantations
Onslow County, NC
Stormwater Submittal
Dear Ms. Lewis:
Please find enclosed the following items related to the Stormwater Submittal for -the
above referenced.
1. Two (2) sets of Plans (Sheets 1, 2, 10, 12 and 13 of 13).
2. One (1) original and One (1) copy of the Stormwater Management Permit Application
Form.
3. One (1) original Wet Detention Basin Supplement Form and Checklist
4. One (1) original Wet Detention Basin Operation and Maintenance Agreement Form.
5. One (1) original set of Wet Detention Basin Calculations.
6. One (1) original Stormwater Wetland Supplement Form and Checklist.
7. One (1) original Stormwater Wetland Operation and Maintenance Agreement Form
8. One (1) original Stormwater Wetland Calculations.
9. One (1) original and One (1) copy of the High Density Residential Subdivision Deed
Restriction and Covenants Form.
10. One (1) Stormwater Narrative.
11. One (1) copy of a portion of Jacksonville North USGS Map.
12. One (1) copy of the Property Deed (Book 2149, Page 44)
IrRE CEIVED
DEC 2 2 1011
f BY:
EMAIL ADDRESS: TEXT MESSAGES TO: yaitextCg7bizee.rr,eam MAPS AND PLANS TO: naidraft(,Qbizec.rr.com
+ ENVIRONMENTAL ENGINEERING + sTORMWATER, WATER AND WASTEWATER SYSTEMS
+ FEAS11iILl'I'Y AND DEVELOPMENT CONSULTING + GLOBAL POSITIONING SURVEYS + SUBDIVISION AND CONSTRUCTION PLANS

Ms. Linda Lewis
Ryker Trace, Section I at Carolina Plantations
Stormwater Submittal
December 20, 2011
Page 2
13. One (1) check No. 31435 in the amount of $505.00 for the Review Fee.
14. One (1) copy of the Soils Report from Pittman Soil Consulting.
15. One (1) copy of the Annual Report for Carolina Plantation Development Corporation
from the Secretary of State website.
If you have any questions or need any additional information, please contact me.
Enclosures
xc: Mr. Anthony W. Sydes, CPDC (w/paperwork)
CF (13), LAM, TMS
JLM/rmh
c1.JLM.1-ewis,RykerTracc1.SWSubl,tr,12,20.1 1
Sincerely,
PARKER & ASSOCIATES, INC.
Jonathan L. McDaniel, PE
LREF-�CF
IVED
2 01011

Johnson, Kelly ,
From: Parker & Associates, Inc. [[e-mail]
Sent: Monday, June 27, 2011 1:42 PM
To: Johnson, Kelly
Subject: RE: Bristol Heights at Carolina Plantations
Kelly,
There is no master plan for Carolina Plantations. All the individual sections have high density permits. Also, the tract to
the West of our property is in the City's ETJ, but none of Carolina Plantations is within the City's jurisdiction. All reviews
have been through Onslow County.
Sincerely,
Jonathan L. McDaniel, PE / avk
Parker & Associates, Inc.
Engineers * Surveyors * Planners
[phone]
Firm License Number - F-0108
P
From: Johnson, Kelly[mailto:kelly.p.johnson(@ncdenr.gov]
Sent: Monday, June 27, 2011 9:17 AM
To: Parker & Associates, Inc.
Subject: Bristol Heights at Carolina Plantations
Jonathan,
Does Carolina Plantations have a master plan? It is across the street from Carolina Forest, but this is outside of that
project. I am just trying to make sure I update the correct files if there are master plans. Also, this is right on a jagged
border of the city of Jacksonville. So, if this is a new project I just want to make sure that it is outside of the city's limits.
Thanks,
Kelly
*** My email has changed to kelly.a.iohnsonOncderingov
1- etLLIJOhvvsovk,
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845

Completeness Review Checklist
r
Project Name: 10,� Received Date:
Project Location: 0' 'n Acceoted Date: .\
Rule(s) ✓ ZO 8 Coastal [J1995 Coastal Phase II (WiRO) El Universal ❑1983 Coastal
Type of Permit New ar Mod or PR Existing Permit # (Mod or PR): ElPECert on File?
Density: or LID Type: Commercial or Residential �NCG:
(% 01�?1 Stream Class: �SA Map �Offsite to 5W8
(Subdivided?.( Subdivision) or Single Lot �J JORW Map I I lExempt 4
Paperwork 10%
1. Supplement(s) (1 original per BMP) BMP Type(s): I rpo-J6 7
130&M with correct/original signatures (1 original per BMA except L5/VFS and swoles)
Application with correct/original signatures
nco`r`p-
or LLC: Si . Auth. e SOS or letter Note to Reviewer:
F—L7K505 (within 6mo)@`Z.� —tK� U ��ristiJ
CVJ V l� O
Soils Report with SHWT �� ��� `�{�t[E
Kd� F�tav I �►
�
�Iculations (signed/sealed) � /�
�J' 2EL7 `OQQEC�I
�No obvious errors
Density includes common areas, etc
Deed Restrictions, if subdivided:
O&I-ned & Notarized
Dorrect Terri late Comm Res & HD LD or Dec. Covenants & Rest.
E32"S
s
etsDetails (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
❑Grading Wetlands: Delineated or No Wetlands
Vicinity Map Layout (proposed BUA dimensions)
Legend �DA Maps Project Boundaries
Infiltration
Soils Report
SHWT:
Bottom:
Visited:
Wet Pond
Soils Report
SHWT:
OPP:
Off site
F —1PE Cert for Master Lot #:
Deed Rest for Master Lot # M atches Master
BUA Permitted (Master): sf
BUA Proposed (Offsite): sf
Additional information:
Permitted
Proposed:
Proposed:
Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf)

PARKER & ASSOCIATES, INC. 1rapin Horiz n
Consulting Engineers - Land Surveyors - Land Planners
i 11 t
306 New Bridge Street + P.O. Box 976
Jacksonville, NC 28541-0976
[phone] + Fax: [phone]
Firm License Number F-0108
RYKER TRACE SECTION I AT CAROLINA PLANTATIONS
JACKSONVILLE, NORTH CAROLINA
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VA CAR
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SEAL.37928
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STORMWATER WETLANDS
ENGINEERING CALCULATIONS
OCTOBER 2011
Location: End of Radiant Drive (lots 726-730)
Total Drainage Area to Wetlands (Including Wetlands)
Impervious Area (Draining to Wetlands):
BUA from 5 lots at 3,500 Ft2/lot
Streets
Sidewalks
Total
2.37 Ac or 103,303 Ft2
17,500 Ft2
9,513 Ft2
668 Ft2
27,681 Ft2
Percent Impervious = Impervious to wetlands = 27,681 �Ft2 = 26.8%
Drainage Area 103,303 Ft2
2. REQUIRED TEMPORARY WATER QUALITY STORAGE VOLUME
Retain 1.5" of runoff from area draining to wetlands
Use Schueler "Simple Method" from Stormwater Best Management Practices Manual
RV = 0.05 + 0.009 (1)
RV = Runoff coefficient (inch per inch)
! = Percent Impervious
RjECEIVED
RV = 0.05 + 0.009 (26.8) = 0,291 inch / inch
DEC 2 2 .2011
BY:
EMAIL ADDRESS: TEXT MESSAGES TO: paitextQbizec.rr.com MAPS AND PLANS TO: paigraft(a7,hizec.rr.com
♦ ENVIRONMENTAL ENGINEERING ♦ STORMWATER, WATER AND WASTEWATER SYSTEMS
♦ FEASIBILITY AND DEVELOPMENT CONSULTING + GLOBAL POSITIONING SURVEYS + SUBDIVISION AND CONSTRUCTION PLANS

ENG-2
3.
4
Find Temporary Water Quality Volume
Vr,,rp = (Design Rainfall) (RV) (Drainage Area)
_ (1.5 inch) (0.291inch/ inch) (1 ft.) (103,303 SF)
(12 in.)
= 3,758 CIF Required
PERMANENT POOL ELEVATION
From Section 9.3 from NCDENR Stormwater BMP Manual:
Permanent Pool Elevation (PPE) to be no more than six (6) inches above or below the
SHWT. In order to maintain PPE, an impermeable liner is required when soil permeability
exceeds 0.01 in/hr.
SHWT = 24" Depth
Natural Ground Elevation = 42.0
Stormwater Wetland Permanent Pool Elevation = 39.5 (6" from SHWT), OK
Soil Permeability = 0.05 in/hr, liner required (see plans)
WETLAND ZONE AREAS AND DESIGN DEPTHS
Wetland Surface Area (Temporary Pool at elevation 40.50) = 4,699 ft2
Shallow Water Zone (low marsh):
40% (min.) of wetland surface area and 3-6" design depth
Shallow water zone = 1,922 ft2
Use 6° Depth (bottom elevation 39.0)
1,922 ft2 = 40.9%, O.K.
4, 69ft
RECEIVED
DEC 2 2.2011
BY:

ENG-3
Shallow Land Zone (high marsh):
30-40% of wetland surface area and up to 12" design depth
Shallow land zone = 1,879 ft2
Use 12" design depth
Shallow land top elevation = 40.50 (temporary pool)
1,879 ft2 = 40.0%, O.K.
4,699 ft
Deep Pool Zones:
Calculate from remaining percentage of wetland
Non-Forebay areas to be 5-10% of wetland area
Forebay areas to be approximately 10% of wetland area
Design depth to be 18-36" (plus additional depth at inlet for sediment accumulation)
Forebay #1 (at East Inlet)
Area = 251 ft2
Use 18" Design Depth (elevation 38.0)
Add 6" Sediment Storage (bottom elevation 37.5)
251 ft2 = 5.3%, O.K.
4, 699 ft
Forebay #2 (at West Inlet)
Area = 221 ft2
Use 18" Design Depth (elevation 38.0)
Add 6° Sediment Storage (bottom elevation 37.5)
221 ft2 = 4.7%, O.K.
4,69 -ft
.1-.�,� C EI V ED
DEC 2 2 1011
BY:

ENG-4
Deep Pool at Outlet
Area = 426 ft2
Use 18" Design Depth (bottom elevation 42.5)
426 ft2 = 9.1 %, O.K.
4,699 ft
Wetland Zone Totals:
Area ft2
Percent of Total Area
Forebay #1 (East)
251
5.3
Forebay #2 (West)
221
4.7
Deep Pool (at Outlet)
426
9.1
Shallow Land
1,879
40.0
Shallow Water
1,922
40.9
Temp. Pool
4,699
100.0
5. CHECK TEMPORARY WATER QUALITY STORAGE VOLUME
Use 12 in. Temporary Pool Depth
Area at 40.50 elevation (temporary pool) = 4,699 SF
Area at 39.50 elevation (shallow land bottom) = 2,820 SF
Average Area = 3,760 SF
Volume = 3,760 SF x 12 in. depth x (1 ft./12 in.) = 3,760 CF
Volume Provided = 3,760 CF > 3,758 CF Required. OK
the Total Surface Area of the Wetland = Vtemp (ft')
Dplants (ft)
where: Vtemp = 3,760 ft3
Dpfants = Depth of water that plants can sustain (12" max), use 12"
3,760 CF - 12" (1 ft/12") = 3,760 SF surface area required (min.) < 4,699 SF Provided, OK
' s L:�DEC
ED 2 2 .Z011

ENG-5
W
RELIEVE TEMPORARY WATER QUALITY VOLUME IN 2 TO 5 DAYS
Q = Cd A�2gh (orifice equation)
Q = 3,760 CIF - 2 days = 0.022 US
Q = 3,760 CF - 5 days = 0.009 CFS
Cd = 0.60
g = 32.2 ft/sec
h = 0.33 Ft ('/a temporary pool height)
For 2 Day Release
Solve For A =
Solve for Orifice Diameter, D
A=0.008SF=zR2
R = 0.05 ft. = 0.6 inch
D = 1.2 inch
For 5 Day Release
Q
Cd 2gh (0.6
0.022 = 0.008 SF
2(32.2)(0.33)
Solve For A = Q — 0.009 = 0.003 SF
Cd 2gh (0.6) 2(32.2)(0.33)
Solve for Orifice Diameter, D
A=0.003SF=7TR2
R = 0.03 ft. = 0.4 inch
D= 0.8 inch
Use 1.0 inch diameter orifice at 0.015 US at 2.9 Days
RECEIVED
DEC 2 2 1011
BY:

ENG-6
7. SELECT WETLAND PLANTS
Requirements:
- A minimum of ten (10) different species total, of which at least five (5) are emergent
species (non -submerged), with no more than 30% of a single species.
- Planting of Cattails not allowed (can choke out other plants).
- Shallow water minimum plant quantities and sizes per 200 ft2:
50 herbaceous plants of at least 4 in container size
- Shallow land minimum plant quantities and sizes per 200 ft2
- 50 herbaceous plants of at least 4 in container size, or
- 8 shrubs of at least 1-gallon container size, or
- 1 tree of at least 3 gallon container size and 40 grass -like herbaceous plants
of at least 4 in container size.
Provided:
- Shallow water = 1,922 ft2 x
Botanical Name
Acorus subcordatum
Scirpus cyperinus
Pontederia cordata
Peltandra virginica
Juncus effuses
50 herbaceous plants
200 ft2
Common Name
Sweetflag
Woolgrass
Pickerelweed
Arrow arum
Soft rush
481 herbaceous plants >_481 min.,
- Shallow land = 1,879 ft2
Botanical Name
Ilex glabra
Cyrilla racemiflora
Clethra alnifolia
Eupatoriadelphus dubius
Lobelia cardinalis
Common Name
Inkberry
Titi
Sweet pepperbush
Dwarf Joe Pye Weed
Cardinal flower
= 481 plants min.
Quantity
75
75
75
128
128
481 TOTAL
D.K.
Quantity
20 (shrubs)
24 (shrubs)
20 (shrubs)
35
35
134 TOTAL
F
CEIVED
EC 2 2' 1811

ENG-7
Shallow land totals = 64 shrubs, 70 herbaceous plants
64 shrubs x ( 200 ft2 ) = 1,600 ft2 (equivalent)
8 shrubs
70 herb. plants x 200 ft2 = 280 ft2 (equivalent)
50 herb.plants
1,600 ft2 + 280 ft2 = 1,880 ft2 equivalent shallow land area
1,800 ft2 equivalent > 1,879 ft2 min., O.K.
- 10 single species total ? 10 species min., O.K.
- 1 different plant of same general species
1 = 10% < 30%, O.K.
10
c2.JLM.RykerTrace.CaIcs.Stormwtr,10.04.11
i C EI V ED
DEC 2 2 .2011
BY.

p>rAFKk L�-Filed Annuul Report
-1-0-I44200:t
BUSINESS CORPORATION I'(}ryear2011
Do trot data enter ntlrtwally.
ANNUAL REPORT
NAME: OF 13USINFFSS CORPORATION: Carolina Plantation Development Corporation
FISCAL YEAR ENDING: 2011 STATE OF INCORPORATION: NC-
SI-"CRU'I ARY O17 S'I'ATI CORI'OI2A'I'I: ID NUMI3ER: 1136487
NATURH O 13USINESS: Develnpnrerrt Cnxrparzv
REG€STEREID AGENT: Sydes, Anthony IV
RF0ISTE,U:D OFFICE MAILING ADDRESS: PoslOf�cc f3o.r 7122
Jacksonville, NC 28540
R]?G]ST13RI7D 0171710E S']'RELT AD1DR13SS: 4355 Gum Branch Road, Unii B
Jacksonville, NC 28540 Onslow Counttl
PRINCIPAL. OF] -ICE 'IFLIEPHONE NUMBER: 910-455-6956
PRINCIPAL OFFICE: MAILING ADDRIvSS: Post Office Box 7122
Jacksonville, A°C 28540
PRINCIPAL, OFFICE STREET ADDRESS
PRINCIPAL OPT ICERS:
NCrme: A17th01?Y W,'SWlcs
Tille: President
Address:
PO Box 7122
Jacksonville. A'C 28540
4355 Gums Branch Road. IJnii B
Jacksonville, ArC 28540
Numv: Leah 1'. O_rrin7rn
Tide: Secr•elary
Address:
Post Office Box 7122
Jacksonville, ABC 28540
Cl;ll'l'IFICATION OF ANNUAL IZEl'ORT MUST 131; COMPLETED 13Y ALL BUSINESS CORPORATIONS
Anthony W Sydes
06/01/2010
FORM NWST 13E SIGNED BY AN OFFICER OFTHE C0RPOILA'1'l0N
Anlhnny W Sydes
DAT F,
President
TYPE OR PRINT NAW TYPE OR PRINTTY111'
ANNUAL RI'PO RT FI,E: S1 S MAIL TO: Secretary u1' State • Corporations Division • Post ORice 13ox 29525 • Raleigh_ NC 27626-0525

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(Page 1 of 5)
BQ�K Z r 4 9 PAGE 0 4 4
00stm cam 11/1E/2003-
$2000.00 i
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Exclse Tax
STATE O NORTH CAROLINA
COUNTY OF ONSLOW'
�TYH.IS DEED, Made and entered into this day'af
yllllJ9a^r 2003, by and between Weyerhaeuser Company Foundation,
a Washington nonprofit corporation, party of thq first part, and
Anthony W. Sydes, whose address is ,0. 2 2 IV[ ,
party of the second parts Tills dredpmeniedla. 3-9sy0
77se
:r Tax
,� 9 Data T
e
That the said party of the first part, for and in
consideration of the sum of TEN AND No/100 ($10.06) DOLLARS, and
other good and valuable considerations to it in hand paid, by the
party of the second part, the receipt of which is hereby
acknowledged, has bargained and Bold and by these presents does
bargain, sell and convey unto the said party of the second part, his
heirs and assigns, subject to the terms and conditions as
hereinafter set out, that certain tract or parcel of land lying and
being in, Onslow County, State of Borth Carolina, and being more
particularly described as follows:
SEE EXHIBIT "A" ATTACHED HERETO FOR A COMPLETE AND ACCURATE
DESCRIPTION OF THE PROPERTY HEREIN CONVEi(I3D..
i�
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DEC 2 2 2011
Book 21d9, Paqe 44, File Neer

(Page 2 of 5)
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This conveyance is made subject to the following terms and
conditions:
,
(1) This conveyance is made subject to a reservation of mineral
rights which are retained by Weyerhaeuser Company Foundation
and is stated in substance as follows:
"Grantor hereby expressly saves, reserves and excepts
out of the grant hereby made, unto itself, its
euccessors and assigns, forever, all ores and minerals
R!
including but not limited to oil, gas, coal,
v
distillates, and condensates, in and under said land.
Top soil, sand, fill dirt, ground water, and other
commonly occurring substances are expressly excluded.
jNotwithstanding
the foregoing and notwithstanding any
other legal or equitable right or remedy now existing
or hereafter enacted or created, Grantor hereby
agrees, for itself, its successors and assigns, that
the rights hereby reserved and excepted shall not be
o
exercised in a manner adversely affecting use of the
! Z
surface at any time unless and until the Grantor or
$its
successors or assigns, as the case may be, shall
3
first make satisfactory written arrangements with the
then owner of the property affected, and with the
mortgagee or mortgagees of such property, as their
respective interests may appear, to compensate said
=
owner and mortgagee or mortgagees for damages incurred
to the surface and any improvements thereon in
exercising such rights."
(2) This property is conveyed subject to all matters, conditions,
restrictions, and easements of record, and those, if any,
constituting constructive notice,
(3) This property is conveyed subject to such defects in title
as might appear from a current and accurate survey of thisi
property.
(4) This property is conveyed "AS IS, WHERE IS"•
(5) This property is conveyed subject to all matters disclosed by
an inspection of the premises, taxes not yet due and payable
and all prior reservations whether by deed or possession.
(6) No Hunting leases or hunting rights are granted on property.
TO HAVE AND TO HOLD the aforesaid tract or parcel of land
together with all the rights, privileges and appurtenances thereunto
belonging unto him, the said party of the second part, his heirs and
R-ULe V ED
DEC 2 2 Z011
BY:
2149, Paqe 44, rile Number

(Page 3 of 5)
89K 214 9 PAGE 0 4 6 :
assigns, to their only use and behoof forever, subject to the terms
Y" and conditions as set out hereinabove.
And the said party of the first part, covenants,to and with
i the said party of the second part; his heirs and assigns: that it is
r- seized of said premises in fee'and has a lawful right to convey the
same in fee simple, that the same is free and clear of 'a11
encumbrances, and that it hereby warrants and will forever defend
the title to the same against the lawful claims of all peraone
y:..
whomsoever.
-
x IN TESTIMONY WHEREOF, Weyerhaeuser Company Foundation has
$ caused this instrument "to be signed in its name .by its
President, attested by its Secretary, with its
f
3 'corporate seal,hereunto affixed, all by the authority duly given,
z this the day and year first above written.
7r,�
USER COMPANY FOUNDATION
By: �,✓
� Presiden
(CORPORATE SEAL)
?,. ATTE T: 1
Secretary
i.
,.,.i
DEC 2 2 •2011
BY:
2149, Paqe 44, File Ninnbez

(Page 4 of 5)
3GGx i 14 9 PAGE 0 4 7
EXHIBIT nAn
THAT certain tract or parcel of land lying and being in
Onalow County, State of North Carolina, and being more
particularly described as follows;
The property conveyed by this deed is located on a portion of
TRACT No. 8 as it is described in that deed dated the 25t" day
of August, 1942, from John L. Roper Lumber Company to North
Carolina Pulp Company in Book 197, Page 371, Onslow County
Registry.
The portion of TRACT No. 8 that is conveyed by this deed is
that portion located North of North Carolina State Road 1324
described in that deed from Weyerhaeuser Company to
Weyerhaeuser Company Foundation dated April 9, 2003, and
recorded in Book 2004, Page 663, onslow County Registry, and
further reference is hereby made to said deed for a more
complete and accurate description of this property.
4,
t;UkUVED
DEC 2 2 .2011
2149, Page 44, File Mumber

ORO 1.4 9 PAGE 0 4 8'
STATE OF WaSk; f00
COUNTY OF 1C; aq
1, l.a2+ L Rases Notary Public, certify
that e,1:04ags personally came before me this
day and acknowledged that he/she is Afi&L&6&Rb- Secretary of
Weyerhaeuser Company Foundation, a 'corporation; and that by
Authority duly given and as the act of the corporation, the
foregoing instrument was • signed in its name by
-,bath U10sIM,10 its President, sealed with its
corporate seal, and attested by himse f/herself as its
'Secretary.
My commission expires
Witness my hand and official seal, this the day of
4Joyembv( 2003.
0
2
�z
• Fes+ �
4
r
Notary Public '
NORM r ROAN,, Otmov ooumr i3ORI L. R05S .
The formcin cerOuIQd
!IelaryQn) Pohllc 4 (.rr) a�rtlRed to cL Th!! bat meat ru presented for h ' tratloa and Herded is !h4 emce la
Book 2149 p, ih4 1iTH darof NQYiBBli
By
_ a...wyw.q
ECEIV h
DEC 2 2 1011
2149, Paqe 44, File gumber

4A,R77y
�To, BUSINESS CORPORATION
ANNUAL REPORT
NAMr OF 13USINESS CORPOR/%LION: Carolina Plantation Development Corporation
FISCAL YF'AR L-,Nl7ING: 2011
S1 CRE"LARY OF S"I'ATi CORPOI:A'I"1 Ill NUMBI,R: 1136487
NA13JR1; OF 13USINiSS: Developrneni Company
REGISTERED AGENT: Sydes, Anthony Ii-
REGISTFRED OFFICE MAILING ADDRESS: Post Office Box 7122
Jacksonville, ,VC 28540
E-Fi led Annual Report
- 1 -0-9442003
For year 2011
Do not data enter manually.
STATE 01; INCORPORATION- NC
RLGISTERI"sD OFFICE STREET ADDRESS: 4355 Gum Branch Road, Unit B
Jacksonville, NC 28540 Otis lott, Courttl,
PRINCIPAI, OFFICE T1"-I.,EPi-IONi.; NIJM131rR: 910-455-6956
PRINCIPAL, O1.I7IC1? MAILING ADDRESS: Port Office Box 7122
Jacksonville, MC 28540
PRINCIPAL OFFICE STRF.,E I' ADDR1 SS: 4355 Gurn Branch Road. Unit 13
Jacksonville, NC 28540
PRINCIPAL OFFICERS:
Name: Anthony W Sydes
Title: President
Address:
PO Box 7122
Jac>sonville, ATC 28540
Ncvue: Leah P. Quinn
Title: Secretary
Address:
Post Office Ror 7122
Jacksonville, ,VC 28540
CERTIFICATION OF ANNUAL, REPORT MUST BE COMPLI EI] 13Y ALI, BUSINFISS CORPORATIONS
Anthony «'Sydes
06/01120I o
FORM MUST 131; SIGNED BY AN OFFICER OF TI'll's CORPORATION DATE,,
Anthony W Sydes President
TYPIi OR PRINT NAME 'TYPE OR PRINT TITLE
ANNUAL RF,PORT FEE: $IR MAIL TO: Secretary of State • Corporations Division • Post Oilice Box 29525 • Raleigh, NC 27626-0525
���I V ��
DEC 2 2.2011
BY:

RYKER TRACE, SECTION I
AT CAROLINA PLANTATIONS
Stormwater Narrative
Ryker Trace, Section i is a 96 lot residential subdivision located within the Carolina
Plantations development in Onslow County. The 32.36 acre tract is located in the upper
Northwest portion of Carolina Plantations, and a 100' Progress Energy Right-of-way to the East
divides the project from Monarch Meadow, Section 11
The site is currently undeveloped woodland, and the existing topography is mostly level,
with slopes in the 2% range. The project will involve an area of land disturbance totaling 31.07
acres and the limits ol'disturbance will be located within an area consisting mostly of Lynchburg
fine sandy loam and Norfolk loamy fine sand according to the Onslow County Soil Survey.
The site naturally drains in a westerly direction towards an unnamed tributary draining to
Half Moon Creek. Proposed drainage consists of yard inlets and catch basins inter -connected in
pipe networks that discharge to a wet detention basin and a stormwater wetland located at the
lowest elevations on site. The wet detention basin is located behind lots 716 - 725, and is
designed for 90% TSS removal under table I 0-4 of the NCDENR Stormwater I3MP Manual.
The basin will treat BUA within the project and has no offsite drainage. The Stormwater wetland
is located behind lots 726-728 and serves only 5 lots and a portion of Radiant Drive. Discharge
from both BMP's will drain to the unnamed tributary draining to Half Moon Creek (C; NSW).
For additional information please refer to the stormwater application documents, wet
detention basin and stormwater wetland engineering calculations, soils report from Pittman Soil
Consulting, and the Design Plans (Sheets 1,2, 10, 12, and 13 of 13).
�EIVED
DEC 2 2 .2011
BY: