SW8161204_Historical File_20200728

Pusey, Steven
From: Garry Pape <[e-mail]>
Sent: Tuesday, July 28, 2020 12:53 PM
To: Pusey, Steven
Subject: RE: [External] RE: Wyndwater
Yes please
From: Pusey, Steven [mailto:[e-mail]]
Sent: Tuesday, July 28, 2020 12:09 PM
To: Garry Pape
Subject: RE: [External] RE: Wyndwater
Garry,
Just to confirm, you want me to prepare the following file for scanning:
Permit SW8 161204, Ocean Isle Beach Market Place.
Steve
�1
Steven G.Pusey
Environmental Engineer II
Division of Energy, Mineral and Land Resources
State Stormwater Program
North Carolina Department of Environmental Quality
127 Cardinal Drive, Wilmington, NC 28405
Office: [phone]
Direct: [phone]
Email: steven.puseyC.ncdenr.gov
QEQl�
From: Garry Pape <[e-mail]>
Sent: Monday, July 27, 2020 6:59 PM
To: Pusey, Steven <[e-mail]>
Subject: RE: [External] RE: Wyndwater

Thanks. - Garry
Garry S. Pape, P.E.
GSP CONSULTING, P]L,LC
6626-C Gordon Road
Wilmington, North Carolina 28411
Mobile: [phone]
Pax: 910-799-6659
gpape@.gsp-consultink,-.com
-------- Original message --------
From: "Pusey, Steven" <[e-mail]>
Date: 7/27/20 5:45 PM (GMT-05:00)
To: Garry Pape <[e-mail]>
Subject: RE: [External] RE: Wyndwater
will get this going tomorrow then.
Thanks,
Steve
From: Garry Pape <[e-mail]>
Sent: Monday, July 27, 2020 5:20 PM
To: Pusey, Steven <[e-mail]>
Subject: RE: [External] RE: Wyndwater
ermall_ Do not dirk t� or . you ven-N. to
Ok. Sounds good to me.
From: Pusey, Steven [mailto:steven.12usey ncdenr.gov]
Sent: Monday, July 27, 2020 5:02 PM
To: Garry Pape
Subject: RE: [External] RE: Wyndwater
Here are the proposed steps:
When someone requests to have a file scanned in lieu of a file review, WiRO staff will pull the file and measure
the thickness. WIRO staff will let requestor know the cost of the scanning (which will be $35/inch, rounding up
to the nearest whole inch). Note that the $35/inch price will be reevaluated after the first 10 jobs by AWG to
ensure that it covers their costs. Note that file is about 2" thick.

2. If the requestor wants to go forward with the scan, within 5 business days for files less than 5-inches (larger files
require a longer timeframe depending on the size of the file) WiRO staff will prepare the file with the coding
sheets using the scanning chart and example steps.
3. Once coded, WIRO staff will email All Ways Graphics (AWG) (info@a;lwaysgraphics.com) to let them know that a
file is ready for pick up.
4. AWG will email the requestor and cc: Annette Lucas and Suzanne McCoy (CO admin) to let them know how to
submit payment (an electronic option will be considered). AWG will scan the file within 5 business days. After
the file is scanned and the payment is received, AWG will email the requestor a link to download the file and cc:
the SW -CO staff so the file can be updated to LaserFische.
5. AWG will deliver the file back to the WiRO.
So, as stated in item #4, Always Graphics will email you, the requestor, to let you know how to submit payment, and the
file will be scanned within 5 days, then they will email you a link to download the file.
Regards,
Steve
Steven G.Pusey
Environmental Engineer II
Division of Energy, Mineral and Land Resources
State Stormwater Program
North Carolina Department of Environmental Quality
127 Cardinal Drive, Wilmington, NC 28405
Office: [phone]
Direct: [phone]
Email: [e-mail]
D E
`t%t r'.. i�t9:t. •'_ ir;}_ �;: }',< ...'l'= �.. . �'� .;lc�J'.�ni1 41 ti 'r,.( ..� . _.,.
From: Garry Pape <[e-mail]>
Sent: Monday, July 27, 2020 4:40 PM
To: Pusey, Steven <[e-mail]>
Subject: RE: [External] RE: Wyndwater
That vvould be fine. Are the scanned ri,es et~iailed to me? How do I p?y?
From: Pusey, Steven fmailto:ste-,;en.p- ,:,�e ancdenr.gov]
Sent: Monday, July 27, 2020 4:18 PM

To: Garry Pape
Subject: RE: [External] RE: Wyndwater
Are you interested in getting the file scanned? The cost would be about $70.
From: Garry Pape <[e-mail]>
Sent: Monday, July 27, 2020 3:41 PM
To: Pusey, Steven <[e-mail]>
Subject: RE: [External] RE: Wyndwater
en%a Do not
Steve,
I'm trying to get info for Permit #SW8 161204, Copy of Permit, Plans and Calcs. How do I do that?
From: Pusey, Steven [mailto:steven_pusey@ncdenr. ov]
Sent: Monday, July 27, 2020 9:07 AM
To: Garry Pape
Subject: RE: [External] RE: Wyndwater
Okay, thanks.
From: Garry Pape <Rpape gsp-consulting.com>
Sent: Monday, July 27, 2020 9:05 AM
To: Pusey, Steven <[e-mail]_>
Subject: [External] RE: Wyndwater
UTIUN: - - - - -
Still working on getting everything wrapped up. Hoping to be done by the end of the week. Will keep you up to date on
completion.
From: Pusey, Steven[mailto:steven.puseyCd)ncdenr.go_v]
Sent: Monday, July 27, 2020 9:04 AM
To: Garry Pape
Subject: Wyndwater
Garry,
Hope all is well and you're enjoying the summer. Can you give me an update on Wyndwater? I was thinking
they might be complete by now.
Steve
4

H
Johnson, Kelly
From: Johnson, Kelly
Sent: Friday, February 28, 2020 1:59 PM
To: [e-mail]
Subject: Ocean Isle Beach Marketplace - State Stormwater ;SW8 161204)
Mr. Brown,
Thanks for calling today. As we discussed, this due date has been extended to 8/31/2020.
Thanks,
Kelly
V-dLwokInsm,
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 Law and may be
disclosed to third parties.

N a a \ram l�soCO3 .4;Q-
Johnson, Kelly
From: Nicole Martin <[e-mail]>
Sent: Wednesday, January 29, 2020 11:00 AM
To: Johnson, Kelly
Cc: [e-mail]; Bill Brown
Subject: (External] RE: Ocean Isle Beach Market Place - State Stormwater (SW8 161204)
Attachments: Recorded Declaratio n_4296.551.pdf; 20.01.28 Plan of Action - Halpern Ent..pdf
errta(1 as an imam
Hello Ms. Johnson,
Attached please find the signed Plan of Action and Schedule and the Recorded Declaration of Covenants and Restrictions
for your records.
We appreciate your assistance with this matter. Thank you and have a nice dayl
Regards,
Nicole Martin
Administrative Assistant
Acquisitions & Development
HALF 0
5200 Roswell Road
Atlanta, GA 30342
Office: 770-451-0318
Direct Line: 770-508-3339
From: Johnson, Kelly <[e-mail]>
Sent: Tuesday, January 28, 2020 10:16 AM
To: Bill Brown <[e-mail]>
Cc: [e-mail]
Subject: Ocean Isle Beach Market Place State Stormwater (SW8 161204)
Mr. Brown,
You had previously been working with my coworker, Linda Lewis, but she has retired and i have been asked to finish this
up. Please see the attached letter.
Thanks,
Kelly
K.t;1.1.l oh Inso v%,
Kelly Johnson
Environmental Engineer
1

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.

IIIIIIII IIIIIBII�I III�III�IIIIII B4�s P 1;, �5:z3'�
Brunswick County, NC Register of Deeds page 1 a 12
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CLERK: PLEASE RETURN THIS DOCUMENT TO:
Dt'IW11 Richard N. Lenner, Esquire
5200 Roswell Road
Atlanta, GA 30342
DECLARATION OF COVENANTS AND RESTRICTIONS
THIS DECLARATION OF COVENANTS AND RESTRICTIONS (this
"Declaration") is made this / I?'"' day of NOY~ceg, , 2019 (the "Effective Date %
by HALPERN OCEAN ISLE, LLC, a Georgia limited liability company ("Halpern"), and
DWE TEWBER, LLC, a North Carolina limited liability company ("DWE").
RECITALS
The following Recitals set out the background for and are a part of this Amendment:
A. Halpern is the owner of fee simple title to the following parcels of land located in
Brunswick County, North Carolina: (i) the land identified as "Outparcel i" in the drawing
attached hereto as Exhibit "A- I" and made a part hereof, which Outparcel 1 is more particularly
described in the legal description attached hereto as Exhibit "B" and made a part hereof; (ii) the
land identified as"Outparcel 2" in the drawing attached hereto as Exhibit "A-1", which Outparcel
2 is more particularly described in the legal description attached hereto as Exhibit "C" and made
a part hereof; (iii) the land identified as "Commercial Parcel 3" in the drawing attached hereto
as Exhibit "A-1", which Commercial Parcel 3 is more particularly described in the legal
description attached hereto as Exhibit "D" and made a part hereof; and (iv) the land identified as
"Commercial Parcel 4" in the drawing attached hereto as Exhibit "A-2", which Commercial
Parcel is more particularly described in the legal description attached hereto as Exhibit "E" and
made a part hereof.
B. DWE is the owner of fee simple title to the land located in Brunswick County, North
Carolina identified as the "Commercial Parcel 5" in the drawing attached hereto as Exhibit "A-
2" and made a part hereof, which Commercial Parcel 5 is more particularly described in the legal
description attached hereto as Exhibit' *' and made a part hereof.
C. Outparcel 1, Outparcel 2, Commercial Parcel 3, Commercial Parcel 4, and Commercial
Parcel 5, may be collectively referred to below as the "Property" or the "Outpareds" and may
each individually be referred to as an "Outparcel."
Na, I
� "" -rI rrr, YQ
M�Alr(� �mlt-
IMECEIVE
JAN 2 y 202J
BY:

12-31-2019
IIII I II II II IIII II II I I II III II I HII III B ien� ^VWienmon9 13.00 PROP
Brunswick County, NC Register of Deeds page 2 of 12
D. Halpern and DWE desire to restrict the amount of impervious soils permitted on each
Outparcel in accordance with the requirements of the State of North Carolina Department of
Environmental Quality Division of Energy, Mineral & Land Resources department (the
"Division'J.
E. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 161204, as issued by the Division under NCAC
2H 1000.
NOW, THEREFORE, for and in consideration of the foregoing facts, the mutual
covenants, conditions and agreements set forth below, and other good and valuable consideration
the receipt and sufficiency of which is hereby acknowledged, Halpern and DWE hereby agree as
follows:
1. The State ofNorth Carolina is made a beneficiary of these covenants to the extent necessary
to maintain compliance with the Stormwater Management Permit.
2. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
3. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the Division.
4. Alteration of the drainage as shown on the approved plans may not take place without the
concurrence of the Division.
5. The maximum built -upon area for each outparcel is listed below in square feet. This allotted
amount includes any built -upon area constructed within the Outparcel property boundaries,
and within that portion of the right-of-way adjoining the property lines to 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
slatted decking, the water surface of swimming pools, a surface of #57 stone laid at least
four (4) inches thick over a geotextile fabric or "trail" as defined in NCGS 113A-85.
a. Outparcel 1: 23,998 square feet
b. Outparcel 2: 27,763 square feet
c. Commercial Parcel 3: 47,896 square feet
d. Commercial Parcel 4: 47,640 square feet
e. Commercial Parcel 5: 95,367 square feet
6. All runoff from the built -upon areas on the outparcel must drain into the permitted
stormwater control measure. This may be accomplished through any mean available
including piping, grading and swales.
7. Built -upon area in excess of the permitted amount will require a permit modification.
- 2 -

ullllllll!lNIIIBIIIIIaIl�q�l84296 �9:Mw,
Brgm"Ick C—tY. NC Register of Dee11. CU.ds page 3 of 12PROP
8. All affected outparcels shall maintain a fifty (50) foot wide vegetative setback adjacent to
surface waters, measured horizontally form and perpendicular to the normal pool of
impounded structures, the top of the bank of each side of streams and rivers and the mean
high-water line of tidal waters.
9. Any individual or entity found to be in noncompliance with the provisions of a sormwater
management permit or the requirements of the Stormwater Rules is subject to enforcement
procedures as set forth in G.S. 143, Article 21.
10. Each outparcel within the project whose ownership is not retained by the permittee, must
submit a separate Offsite Stormwater Management Permit application package to the
Division and receive a permit prior to any construction on the lot.
[REMAINDER OF PAGE INTENTIONALLY LEFT BLANK —
SIGNATURES ON NEXT PAGE]
- 3 -

IIIIIIII o1,
IIIIIIIIIIIIIIIINIIiIIlIl111 j4�P8554mm:oe9P
Brunswick County, NC Register of Deeds page 4 of 12
Executed and sealed as of the day and year first above written.
HALPERN:
HALPERN OCEAN ISLE, LLC,
a Georgia limited liability company
By:
W-illiXn D. Bro
President
(SEAL)
STATE OF o✓
COUNTY OF
I, the undersigned Notary Public of the County or City of F0 T S Si Jet--- and State
aforesaid, certify that William D. Brown. Jr. personally came before me this day and acknowledged
that he is the Manager of Halpern Ocean Isle, LLC, a Georgia limited liability company, that by
authority duly given and as the act of such entity, he signed the foregoing instrument in its name
on its behalf as its act and deed. Witness my hand and Notarial stamp or seal, this I I day of
1*1 o VG M be-i— , 2019.
2
X-4
Co iG p6 dt j- h Notary Public
Notary's Printed or Typed Name
My Commission Expires: i I q �'�
(Affix Seal)
OLE Rr�y.
�� F.xP1REs
GEORGL4
7/19/Z1
- 4

alll�IgIIIII111uIIII���IIlllll �� ��� ;3 �-�,�
Brunswick County, RC Register of � s- page
f 12ROP
Executed and sealed as of the day and year first above written.
DWE:
DWE TIMBER, LLC,
a North Cgolma limitediiability company
sy:
DeCarol Williamson
(SEAL)
STATE OF(fAC0j'jAA
COUNTY 0 v -
I, the undersigned Notary Public of the County or City of 80,Ad NA.,naurr and State
aforesaid, certify that DeCA r of Wi I I 1,2&6m personally came before me this day and
acknowledged that he is the Manager of DWE Timber, LLC, a
North Carolina limited liability company, and that by authority duly given and as the act of such
entity, he signed the foregoing instrument in its name on its behalf as its act and deed. Witness
my hand and Notarial stamp or seal, this _13 day of 80 h&-JQ Pr' . 2019.
i L4- Notary Public
Notary's Printed or Typed Name
My Commission Expires:-8 -1b -,2Q2
(Affix Seal)
NOTARr
,
- 5

IIIIIIII IIIIIIIIIIII IIIIIIII II.IIII B42,96 P0556 mans' 'PROP
Brunswick County, NC Register of Deeds page B of 12
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IIIlI111I1(IlIIIIIIIIIfIIIIIIlINIIII B429G P0558mmona-13.00P
Brunswick Count 13 13 000
Y, NC Register of Deeds page 8 of 12
EXHIBIT B:
OUTPARCEL1
OCEAN ISLE
BRUNSWICK COUNTY, NC
BEING ALL OF THAT TRACT OR PARCEL OF LAND LOCATED IN SHALLOTTE TOWNSHIP, TOWN OF OCEAN ISLE,
BRUNSWICK COUNTY, STATE OF NORTH CAROLINA BEING A PORTION OF PARCEL A AS SHOWN ON THAT CERTAIN
PLAT RECORDED IN MAP CABINET 102 AT PAGE 68 IN BRUNSWICK COUNTY REGISTER OF DEEDS. SAID PARCEL OF
LAND BEING MORE PARTICULAR DESCRIBED AS FOLLOWS:
POINT OF BEGINNING BEING S 0804741' E A DISTANCE OF 450.13' FROM IRON ROD SET IN THE WESTERN
BOUNDARY OF SAID PARCEL A, BEING THE LANDS OF OWE TIMBER, LLC RECORDED IN DEED BOOK 3840AT PAGE
507, IN BRUNSWICK COUNTY REGISTER OF DEEDS; AND BEING ON THE SOUTHERN RIGHT OF WAY LINE OF BEACH
DRIVE (SR#179); ALSO KNOWN AS THE POINT OF COMMENCEMENT.
THENCE FROM SAID POINT OF BEGINNING, N 78'18'4r E A DISTANCE OF 110.96' TO A COMPUTED POINT;
THENCE WITH A CURVE TURNING TO THE RIGHT WITH AN ARC LENGTH OF 76.30, WITH A RADIUS OF MOO',
WITH A DELTA OF 36'27'33", TO A COMPUTED POINT;
THENCE S 65'13'45" E A DISTANCE OF 2729 TO A COMPUTED POINT;
THENCE S 11'33'18" E A DISTANCE OF 101.92' TO A COMPUTED POINT ON THE CENTERLINE OF A BRANCH. SAID
BOUNDARYTHENCE FOLLOWING THE CENTERLINE WESTERLY 207.14 FEET MORE OR LESS TO AN IRON ROD SET.
THE CENTERLINE BEING MATHEMATICALLY COMPUTED WITH THE FOLLOWING TWO (2) CALLS;
THENCE S 79.45'S7" W A DISTANCE OF 66.92' TO A COMPUTED POINT IN THE BRANCH CENTERLINE;
THENCE S 74'06W W A DISTANCE OF 140.22' TO AN IRON ROD SET;
THENCE N 10'37'SY W A DISTANCE OF 150.23' TO A COMPUTED POINT;
WHICH IS THE P01NT OF BEGINNING HAVING AN AREA OF 29,999 S0, FT. OR 0.689 ACRES, MORE OR LESS.
- 8 -

IIIIIIIIIIIIIIIIIIII IIlldIIIIIIIIII F�y59lmm op
Beunerick CeunlY. NC Register of Deeds Page 9 of 12
OUTPARCEL i
OCEAN ISLE
BRUNSWICK COUNTY, NC
BEING ALL OF THATTRACT OR PARCEL OF LAND LOCATED IN SHALLO M TOWNSHIP, TOWN OF OCEAN ISLE,
BRUNSWICK COUNTY, STATE OF NORTH CAROLINA BEING A PORTION OF PARCEL A AS SHOWN ON THAT CERTAIN
PLAT RECORDED IN MAP CABINET 102 AT PAGE 68 IN BRUNSWICK COUNTY REGISTER OF DEEDS: SAID PARCELOF
LAND BEING MORE PARTICULAR DESCRIBED AS FOLLOWS:
POINT OF BEGINNING BEING S 09'22Y7" W A DISTANCE OF S29.A4' FROM NOES MONUMENT "LSLEPORT; AND
BEING ON THE SOUTHERN RIGHT OF WAY LINE OF BEACH DRIVE (SR#179r
THENCE FROM SAID POINT OF BEGINNING, ALONG SAD FIGHT OF WAY NORTH 54-Wl T EAST A DISTANCE
OF 138.49 FEET TO AN IRON ROD SET
THENCE SOUTH 34'5VA" EAST A DISTANCE OF 173.94 FEET TO AN IRON ROD SET,
THIENCE ALONG A CURVE TO THE RIGHT HAVING A RAMS OF 19.00 FEET A DISTANCE OF 29.85 FEET,
SAID POINT LOCATED SOUTH 10'0ne WEST A DISTANCE OF XX FEET FROM THE PFMYIOUS POINT;
THENCE SOUTH 55'W W WEST A DISTANCE OF 204.52 FEET TO AN IRON ROD SET;
THENCE NORTH 10.54W WEST A DISTANCE OF 209.69 FEET TO A PONT, WHICH IS THE POINT OF
BEGINNING.
HAVING AN AREA OF 34.704 SQUARE FEET, 0.797 ACRES MORE OR LESS.

IIIII III II II I I II INII I IIIII I III III III a nd11a ^V� �mons Z3'PROP
Brunswick County, NC Register of Deeds page 10 of 12
EXFIIBIT D
COMMERCIAL PARCEL A3
MAP CABINET 102 AT PAGE 68
OCEAN ISLE
BRUNSWICK COUNTY, NC
BEING ALL OF THAT TRACT OR PARCEL OF LAND LOCATED IN SHALLOTTE TOWNSHIP, TOWN OF
OCEAN ISLE, BRUNSWICK COUNTY, STATE OF NORTH CAROLINA BEING A PORTION OF PARCEL A AS
SHOWN ON THAT CERTAIN PLAT RECORDED IN MAP CABINET 102 AT PAGE 68 IN BRUNSWICK
COUNTY REGISTER OF DEEDS. SAID PARCEL OF LAND BEING MORE PARTICULAR DESCRIBED AS
FOLLOWS:
POINT OF BEGINNING BEING S 54'38'11" W A DISTANCE OF 624.6W FROM THE NORTHEASTERN
PROPERTY CORNER OF PARCEL A, AND BEING ON THE SOUTHERN RIGHT OF WAY LINE OF BEACH
DRIVE (SR#179};
THENCE FROM SAID POINT OF BEGINNING, SOUTH 35'21'33" EAST ALONG THE DIVIDING LINE
OF COMMERCIAL PARCEL 3 & 4, A DISTANCE OF 245A2 FEET TO AN IRON ROD;
THENCE SOUTH 34'S078' EAST A DISTANCE OF 50.00 FEET TO AN IRON ROD:
THENCE SOUTH 5500934" WEST A DISTANCE OF 180.12 FEET TO AN IRON ROD;
THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET A DISTANCE OF
39.27 FEET; SAID POINT LOCATED NORTH 79'50'Y6' WEST A DISTANCE OF 35.36 FEET FROM
THE PREVIOUS POINT:
THENCE NORTH 34'50'26" WEST A DISTANCE OF 24&79 FEET TO AN IRON ROD:
THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEETA DISTANCE OF
39.04 FEET: SAID POINT LOCATED NORTH 09.53'S3" EAST A DISTANCE OF 35.19 FEET FROM
THE PREVIOUS POINT;
THENCE ALONG SAID RIGHT OF WAY, NORTH 54*38'11"EAST A DISTANCE OF 178.14 FEET TO
A POINT; WHICH IS THE POINT OF BEGINNING, HAVING AN AREA OF 59,070 SQUARE FEET,
1.374 ACRES MORE OR LESS.
- 10 -

IIIIIIt��III�IIII�III��I�I��II��II Brenda 17�C� ��'�?PR P
Brunswick County, NC Rapaster of Deeds Pape 11 of 12
EXHIBIT E
i
COMMERCIAL PARCEL #4
OCEAN ISLE
BRUNSWICK COUNTY, NC
BEING ALL OF THATTRACT OR PARCEL OF LAND LOCATED IN SHAUVM TOWNSHIP, TOWN OF
OCEAN ISLE, BRUNSWICK COUNTY, STATE OF NORTH CAROLINA BEING A PORTION OF PARCELA AS
SHOWN ON THAT CERTAIN PLAT RECORDED IN MAP CABINET 102 AT PAGE 68 IN BRUNSWICK
COUNTY REGISTER OF DEEDS. SAID PARCEL OF LAND BEING MORE PARTICULAR DESCRIBED AS
FOLLOWS:
POINT OF BEGINNING BEING S 54'3 I VW A DISTANCE OF 624.66' FROM THE NORTHEASTERN
PROPERTY CORNER OF PARCEL A, AND BEING ON THE SOUTHERN RIGHT OF WAY LINE OF BEACH
DRIVE (SR#1179),
THENCE ALONG SAID RIGHT OF WAY, NORTH 64*38'11• EAST A DISTANCE OF 20&98 FEET TO
AN IRON ROD;
THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 25.00 FEET A DISTANCE OF
39.27 FEET; SAS POINT LOCATED SOUTH 80021'4V EAST A DISTANCE OF 35.38 FEET FROM
THE PREVIOUS POINT;
THENCE SOUTH W2149' EAST A DISTANCE OF W-18 FEET TO AN IRON ROD,
THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 80.00 FEETA DISTANCE OF
35.34 FEET; SAID POINT LOCATED SOUTH 22.427V EAST A DISTANCE OF 3&05 FEET FROM
THE PREVIOUS POINT,
THENCE SOUTH 10°03'10' EAST A DISTANCE OF 190.91 FEET TO AN IRON ROD;
THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 22.00 FEET A DISTANCE OF
28.04 FEET; SAM POINT LOCATED SOUTH 22'33'12" WEST A DISTANCE OF 23.71 FEET FROM
THE PREVIOUS POINT,
THENCE SOUTH 55'09'340 WEST A DISTANCE OF 12&07 FEET TO AN IRON ROD.
THENCE NORTH 34*60260 WEST A DISTANCE OF 50.00 FEET TO AN IRON ROD;
THENCE NORTH 35*21 W WEST ALONG THE DIVIDING LINE OF COMMERCIAL PARCEL 3 A 4,
A DISTANCE OF 245.42 FEET TO AN IRON ROD; A DISTANCE OF 245A2 FEET TO A POINT;
WHICH IS THE POINT OF BEGINNING,
HAVING AN AREA OF 59,550 SQUARE FEET,1.387 ACRES MORE OR LESS.
11

II I Illl I II 11 I II I II III I iI In II II III III 84zss P��s2 as' z3'P�p
9runsuiek County, NC Register of Deeds page 12 of 12
EXHYBIT F
COMMERGALPARCEL115
MAP CABINET 102 AT PAGE 66
OCEAN ISLE
BRUNSWICK COUNTY, NC
BEING ALL OF THATTRACT OR PARCEL OF LAND LOCATED IN SHAUOTTE TOWNSHIP, TOWN OF OCEAN ISLE, SRUNSWICK
COUNTY, STATE OF NORTH CAROLINA BEING ALL OF COMMERCIAL PARCEL IS AS SHOWN ON THAT CERTAIN PLAT
RECORDED IN MAP CABINET 102 AT PAGE 68 IN BRUNSWICK COUNTY REGISTER OF DEEDS SAID PARCEL OF LAND BEING
MORE PARTICULAR DESCRIBED AS FOLLOWS:
POINT OF BEGINNING BONG S 54'391' W A DISTANCE OF 149 3e FROM IRON ROD FOUND ON THE INTERSECTION OF
EMTiTA DRIVE (S.R.1274) AND BEACH DRIVE (S.R.179), AND BEING THE NORTHERN LINE OF THE LANDS OF MIDD DILLY
INC. AS RECORDED IN DEED BOOK 636 AT PAGE 383,
THENCE FROM SAID POINT OF BEGIRMNG, SOUTH 10WI(IF EAST A DISTANCE OF 491349 FEETTO AN IRON ROD,
THENCE SOUTH 79'S6W WEST A DISTANCE OF 247.94 FEETTO AN IRON ROD;
THENCE NORTH 80 U Sr WEST A DISTANCE OF 30.00 FEET TO AN IRON ROD ON THE EASTERN LINE OF THE
COMMERCIAL EASEMENT AREA AS SHOWN ON SAID MAP,
THENCE WITH SAID UNE WITH A CURVE TO THE LEFT HAVING A RADIUS OF 62.00 FEET A DISTANCE OF 2L43 FEEPSAID
POINT LOCATED NORTH OD'09W WEST A DISTANCE OF 21.32 FEET FROM THE PREVIOUS Pow,
THEM NORTH 1OWW WESTA DISTANCE OF 190.91 FEETTO AN IRON ROD,
THENCE ALONG A CURVE TO THE LEFT HAYING A RADICES OF 120.00 FEET A DISTANCE OF S3.01 FEET; SAID POINT
LOCATED NORTH 22.4r2r WEST A DISTANCE OF 52.S8 FEET FROM THE PREVIOUS POINT,
THENCE NORTH 35'21'4r WEST A DISTANCE OF S2.18 FEET TO AN IRON ROD,
THENCE ALONG A CURVE TO THE RWHIT HAVING A RADIUS OF 25.00 FEET A DISTANCE OF 39.27 FEET; SAID POINT
LOCATED NOITIH 09'Mle EAST A DISTANCE OF 3S.36 FEET FROM THE PREVIOUS POINT,
THENCE ALONG THE SOUTHERN RIGHT OF WAY OF SAID GEACH DRIVE, NORTH 54'38'lr EAST A DISTANCE OF 325.69
FEET TO AN IRON ROD WHICH SINE POINT OF BEGINNING.
HAVWG AN AREA OF 119,208 SQUARE FEET, 2.73 ACRES MORE OR LESS.
12 -

U_A `wGa
ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
& DANIEL SMITH NORTH CAROLINA
Director Environmental Quality
January 28, 2020
Via email only: bbrown0halpernentcom
Halpern Enterprises, Inc. (Current Permittee)
Halpern Ocean Isle, LLC (Proposed Permittee)
Attn: Mr. William Brown, Jr.
5200 Roswell Road NE
Atlanta, GA 30342
Subject: Request for Additional Information
Stormwater Project No. SW8 161204
Ocean Isle Beach Market Place
Brunswick County
Dear Mr. Brown:
The Wilmington Regional Office received and accepted a State Stormwater Management Permit
Application for the subject project on November 12, 2018. You had previously worked with my co-
worker, Linda Lewis. She has retired and I have been asked to finish this up. The most recent
response was from August 23, 2019. A preliminary in-depth review of that information has
determined that the application is not complete and that additional information is needed. To
continue the review, please provide the following additional information in a single. hard copy
submittal package:
Plan of Action: Since this is a matter of transferring between two companies that are managed by
the same individual, I propose that we transfer the permit under a Plan of Action. Please read
through the enclosed historical summary of the file where I believe I have documented the
previous discussions you had with Linda Lewis. The enclosed Plan of Action contains the list of
what I believe to be the items that need to be resolved to bring the project into compliance. If you
are in agreement, please sign and return the Plan of Action indicating that you will complete these
items once the permit is transferred. I have proposed a completion date of April 15, 2020 which
should get you into the growing season. If you need an alternate date, please contact me to
discuss.
Please remember to confirm that any revised information is presented consistently throughout the
application documents including calculations, supplements, narrative, and plans. Please also
remember to provide two hard copies of any updated documents per 15A NCAC 02H.1042 (2).
All of the requested information listed above should be received in this Office by February 12,
2020 or the application will be returned as incomplete. If additional time is needed to submit the
requested information, please email your extension request prior to this due date to the email
address provided below with a justification and a date of when the requested information will be
submitted, which shall be no later than 15 days past the original due date. Please note that only two
letters requesting additional information is allowed in the State Stormwater Program for a total of 30
days to submit the requested additional information. If the information is not satisfactorily provided
after either the second request or 30 days, the project will be returned. If the project is returned and
you wish to re -submit later, you will need to resubmit all required items at that time, including the
application fee.
QE North Carolina Department of Environmental Quality I Division of Energy, Nnerai and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington, North Carolina 28405
NORTH CAFKXM
°�°" a°A_Wd0-'r' 910.796.7215

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.
Sincerely,
5� P
Kelly Johnson
Environmental Engineer
GDS/kpj: \\\Stormwater\Permits & Projects\2016\161204 HD\2020 01 addinfo 161204
cc: Tim Clinkscales, PE, PLS; via email: [e-mail]
Wilmington Regional Office Stormwater File

Plan of Action and Schedule
Halyern Enterprises, Inc. has applied for a State Stormwater Permit Transfer for SW8 160214
which covers Ocean Isle Beach Market Place. The compliance inspection by the Division of
Energy, Mineral, and Land Resources (DEMLR) identified that the following non -compliant
items. As the incomin permittee, I understand that I will be transferred anon-c liant permit,
and I agree to resolve these items to bring the project into compliance by A ril 1� 020.
The following maintenance will be completed:
1. Deed Restrictions: The BUA limits for the outparcels have not been recorded.
2. Wet Pond Maintenance: The slope of one of the forebays in the wet pond is eroding
needs to be repaired.
3. Infiltration Basin Slope: The back slope of Infiltration Basin 42 is failing and needs to be
repaired.
4. Infiltration Basin Drawdown: Infiltration Basin #2 is holding water and is not drawing
down within 5 days. ' �ar
Potential Modification:
l . It is unknown if the area referred to as "Salt Water Ponds" was covered by SW8 160204
when the permit was first issued in 2017. If that area has been removed from SW8
160204 and covered by its own independent permit, then SW8 160204 needs to be
modified to reflect its current configuration.
2. If "Salt Water Ponds" was not removed from SW8 160204, then please indicate that
when you respond on April 15, 2020.
Once the permit is subdivided to show the various onsite tracts, the owners of those tracts will
need to apply for offsite permits to drain to your system.
DATE
William Brown, Jr
,; Halpern Ocean Isle, LLC
[e-mail]
770.508.3319
IF E
A 21Q.3
BY: .

SW8 161204 — Ocean Isle Beach Market Place — Project History
1. January 17, 2017: Permit issued to Halpern Enterprises, Inc. The project is located within a half mile of SA
waters, and has two systems. The wet pond has been designed with a secondary SCM (an infiltration basin).
There is also an alternative design infiltration basin.
2. October 22, 2018: The project was certified with one deviation; the outparcels had not been constructed.
3. November 12, 2018: A permit transfer application was submitted to transfer the permit from Halpern
Enterprises, Inc. to Halpern Ocean Isle, LLC. William Brown, Jr. is the President of both companies, and has
indicated on the application that the incoming permittee will take over the permit and be responsible for any
items that need to be addressed.
4. December 19, 2018: The project was inspected.
5. January 10, 2019: The inspection letter was mailed. The items to be addressed included:
a. Deed Restrictions: The BUA limits for the outparcels have not been recorded.
b. Wet Pond Maintenance: The slope of one of the forebays in the wet pond is eroding and needs to be
repaired.
c. Infiltration Basin Slope: The back slope of Infiltration Basin #2 is failing and needs to be repaired.
d. Infiltration Basin Drawdown: Infiltration Basin #2 is holding water and is not drawing down within 5
days.
e. Permit Transfer: The recorded Easements, Covenants and Restrictions Agreement indicates that the
property owner is Halpern Ocean Isle, LLC. If that is the case, the permit must be transferred to that
entity.
6. January 29-30, 2019: A request for additional information was sent. (The date of the request was 1/30/19, but
it appears to be referenced in future correspondence as having been sent on 1/29/19.):
a. In reviewing the information, I see that the DWE Timber LLC Tract (Parcel B on the map recorded in MB
99 at Page 69-70) has been sold to OIB Development LLC (October 3, 2018). Since DWE Timber LLC was
the property owner referenced in the SW8 161204 permit, DWE will also need to sign off on the permit
transfer application as a current permittee / property owner and OIB Development, LLC needs to sign off
as a proposed permittee / property owner.
b. Alternatively, the SW8 161204 permit can be modified to remove Parcel B and the infiltration basin from
the permit, and OIB Development, LLC can apply for their own permit which includes the infiltration
basin or some other suitable means of treating runoff.
7. February 11, 2019: Linda Lewis sent an email to follow up on previous correspondence. The following items
were due on March 1, 2019:
a. January 101 Email: No response to the following items from 1/10/19:
i. Deed Restrictions: The BUA limits for the outparcels have not been recorded.
ii. Wet Pond Maintenance: The slope of one of the forebays in the wet pond is eroding and needs
to be repaired.
iii. Infiltration Basin Slope: The back slope of Infiltration Basin #2 is failing and needs to be
repaired.
iv. Infiltration Basin Drawdown: Infiltration Basin #2 is holding water and is not drawing down
within 5 days.
b. January 2911' Email: She lists the following options for obtaining the correct signatures for various
permitting scenarios:

i. Secretary of State: William Brown, Jr. needs to be listed as the Manager of Halypern
Enterprises, Inc. and President of Halpern Ocean Isle, LLC on the annual reports filed with the NC
Secretary of State.
ii. Letter of Authorization: Jack Halpern or Alisa Loften need to submit a letter authorizing William
Brown, Jr. to sign the transfer application on behalf of the current and proposed permittee,
Halpern Ocean Isle, LLC.
iii. New Transfer Application: Submit a new transfer application signed by Jack Halpern or Alisa
Loften representing both the current permittee corporate entity and the proposed permittee
corporate entity.
c. Other: The email says that OIB Development, LLC was going to get their own permit for Salt Water
Palms, and there is an easement agreement in place. That entity would not need to use any of the
currently approved SCMs to treat their runoff, and they no longer need to be on the SW8 161204
permit. Linda indicates that we no longer need their signature on the application. (Ask, does this mean
they were going to modify SW8161204 permit to remove a tract that had previously been included?)
8. August 23, 2019: A response was received:
a. Deed Restrictions: The permittee indicates that the deed restrictions have been drafted and a copy will
be submitted when they are recorded.
b. Wet Pond Maintenance: The permittee indicates that the pond has been repaired.
c. Infiltration Basin Slope: The permittee indicates that the basin has been repaired.
d. Infiltration Basin Drawdown: The permittee indicates that the hole was dug too deep and that they are
working on getting that resolved.
e. New Transfer Application: The permit is being transferred to the owner.
L 1/24/20 Update on Signature Authority:
1. Current Permittee, Halpern Enterprises: William Brown, Jr. is now shown as President
and has signed the application.
2. Proposed Permittee, Halpern Ocean Isle: William Brown, Jr. is now shown as President
and has signed the application.
9. January 24, 2020: Kelly Johnson has been assigned to review the file following Linda Lewis' retirement.
a. The following items appear to be unresolved:
L Deed Restrictions: The permittee indicates that the deed restrictions have been drafted and a
copy will be submitted when they are recorded.
ii. Wet Pond Maintenance: The permittee indicates that the pond has been repaired.
iii. Infiltration Basin Slope: The permittee indicates that the basin has been repaired.
iv. Infiltration Basin Drawdown: The permittee indicates that the hole was dug too deep and that
they are working on getting that resolved.
b. The following is unknown: It is unknown if the area referred to as "Salt Water Ponds" was covered by
SW8 160204 when the permit was first issued in 2017. If that area has been removed from SW8 160204
and covered by its own independent permit, then SW8 160204 needs to be modified to reflect its
current configuration.
c. Path Forward: Since William Brown, Jr. is responsible for both the outgoing permittee/company and the
proposed permittee/company, please sign the enclosed Plan of Action. This document lists the
unresolved items. By signing the form, you can transfer the permit to the proposed permittee and take
care of the necessary items once you are running the project as the proposed permittee.

Johnson, Kelly
From: Johnson, Kelly
Sent: Tuesday, January 28, 2020 10:16 AM
To: [e-mail]
Cc: [e-mail]
Subject: Ocean Isle Beach Market Place - State Stormwater (SW8 161204)
Attachments: 2020 01 addinfo 161204.dooiG 2020 01 history 161204.docx; 2020 01 Plan of Action
160204.docx
Mr. Brown,
You had previously been working with my coworker, Linda Lewis, but she has retired and I have been asked to finish this
up. Please see the attached letter.
Thanks,
Kelly
K.e���johltisovw
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 Law and may be
disclosed to third parties.

Mail - [e-mail]
Page 1 of 6
Re: [External] RE:. SW8 161204 Ocean Isle Beach Market Place -
REVISED
Lewis,Linda
Fri 8/23/2019 3:20 P%1
1o:Bill Brown <BBrovr,i@halper:ient.com>; Scott Cooke (scooke@ jbinc.com) ,scookei_MIjbinc.com>; Dara Tabb
<[e-mail]>; Lisa Loften <[e-mail]>;
cc:Scott, Georgette <geo~[e-mail]>;
Thank you for your response. A copy of this email and the draft letter will be placed into the file.
Linda
From: Bill Brown <[e-mail]>
Sent: Friday, August 23, 2019 3:14:54 PM
To: Lewis,Linda <[e-mail]>; Scott Cooke ([e-mail]) <[e-mail]>; Dara Tabb
<[e-mail]>; Lisa Loften <[e-mail]>
Cc: Scott, Georgette <[e-mail]>
Subject: RE: [External] RE: SW8 161204 Ocean Isle Beach Market Place - REVISED
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment
to [e-mail]
Ms. Lewis,
Per our conversation of this afternoon attached is a draft response to your email of this week.
We will work diligently to complete any and all open items.
We will be back in touch very soon.
Thanks very much, Bill Brown
O: 770.508.3317
C: 404.386.8494
From: Lewis,Linda <[e-mail]>
Sent: Tuesday, August 20, 2019 9:06 AM
To: Tim Clinkscales <[e-mail]>; Bill Brown <[e-mail]>; Dan Fisk
([e-mail]) <[e-mail]>
Cc: Scott, Georgette <[e-mail]>
Subject: FW: [External] RE: SW8 161204 Ocean Isie Beach Market Place - REVISED
All:
The email below was sent on February 11, 2019, but no response has been received. If a
response is not provided by August 27, 2019, the transfer application will be returned as
https://outlook.office365.com/owa/?realm=nc.gov&path=/mail/sentitems 8/23/2019

August 23, 2019
Linda Lewis, E.I.
Environmental Engineer III
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
DRAFT
Re: SW8 161204 Ocean Isle Beach Market Place —January 10, 2019 and January 29, 2019 Letter
Responses
Ms. Lewis:
Below are your requests and our responses from project manager, Scott Cooke, to your January 10,
2019 letter:
➢ (1) The BUA Limites for the outparcels have not been recorded.
For Item 1 of the January 10, 2019 letter from'Ms. Lewis. The allowable Built -Upon -Area of the
State Stormwater Management Permit No. SW8 161204 for the Ocean Isle Beach Marketplace
stated specific impervious square footages that were permitted on each outparcel lot. This
information is found in section 6 of the subject permit and a copy is attached for your
reference. The permit requires this information to be recorded as deed restrictions in the
covenants for the development. These restrictions for the stormwater cannot be altered
without the permission of NCDENR. A copy of the recorded Deed Restrictions must be
submitted to NCDENR and include the information provided in section 7 of the permit. The
permitted impervious square footages for the outparcels are as follows:
o Outparcel #123,998 ft^2
o Outparcel #2 27,763 ft^2
o Outparcel #3 47,896 ft^2
o Outparcel #4 47,640 ft^2
o Outparcel #5 95,367 ft^2
When the Covenants are recorded with the required information. per the permit, and a copy
submitted to NCDENR, item 1 of the January 10, 2019 letter will be addressed.
An Amendment to the Declaration with Publix a party to it, is being drafted so that it may be
recorded against the property and a copy provided to NCDENR
➢ (2) The slope of one of the forebays in the wet pond is eroding and needs to be repaired.
➢ (3)The back slope of Infiltration Basin #2 is failing and needs to be repaired.
• Attached a copy of the Sedimentation/Construction Stormwater Inspection Report dated May
31, 2019, which states that the site is in compliance and that multiple repairs nave been made

to the stosrmwater ponds. This will address items 2 & 3 of the January 10, 2019 letter that Ms.
Lewis sent.
➢ (4) Infiltration basin #2 is holding water and is not drawing down within 5 days.
• For item 4 of the Letter dated January 10, 2019, it can be stated that the pond was dug too deep
in the field per the design. The owners are curren-dy working diligently to have the pond
function per the design requirements of the permit.
(5) The recorded easements, covenants and restrictions agreement indicates that the property
owner is Halpern Ocean Isle, LLC. If that is the case, the permit must be transferred to that
entity.
For item 5, transfer the permit from Halpern Enterprises, Inc. to Halpern Ocean Isle, LLC and this
will address this concern.
The January 29, 2019 email requesting additional information for the transfer:
1. Update the Company Officials listed on the annual reports to support Mr. Brown's title as the
current manager of Halpern Enterprises, Inc. and as president of Halpern Ocean Isle, LLC.
For item 1, William D Brown Jr is President of both entities and the transfer documents for the
permit from Halpern Enterprises, Inc. to Halpern Ocean Isle, LLC will show this to be the case.
2. Provide a letter signed by Jack Halpern or Alisa Loften authorizing Mr. Brown to sign the transfer
application on behalf of both the current permittee and the proposed permittee, Halpern Ocean
Isle, LLC.
For item 2, yeas this will be provided
3. Submit a new transfer application signed by Jack Halpern or Alisa Loften representing both the
current permittee corporate entity and the proposed permittee corporate entity.
For item 2, yes this will be provided
I hope this addresses your concerns. We will work to complete all of the above diligently.
Please call or email with any questions or concerns.
Sincerely,
William D. Brown Jr

Lewis,Linda
From: Lewis,Linda
Sent: Tuesday, August 20, 2019 9:06 AM
To: Tim Clinkscales; [e-mail]; Dan Fisk ([e-mail])
Cc: Scott, Georgette
Subject: FW: [External] RE: SW8 161204 Ocean Isle Beach Market Place - REVISED
All:
The email below was sent on February 11, 2019, but no response has been received. If a response
is not provided by August 27, 2019, the transfer application will be returned as incomplete, and a
review of the Brunswick County GIS will be performed to determine ownership and to determine if the
new owner is operating without a permit.
Thank you for your prompt attention to this matter.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
linda.lewis(cD-ncdenr_gov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Er?h; *! cor-espcndence to and from ::`pis address is subject to ;he
ol-,rri Caioiina P4b!ic Rec,: rds La,.v ai?a may ce disciosed to third parties.
From: Lewis,Linda
Sent: Monday, February 11, 2019 3:10 PM
To:'Tim Clinkscales' <[e-mail]>; [e-mail]; Dan Fisk (dfisk@paramounte-
eng.com) <[e-mail]>
Cc: Jessica Vamvakias <jv@loganhomes. com>; [e-mail]; Hall, Christine <[e-mail]>
Subject: RE: [External] RE: SW8 161204 Ocean Isle Beach Market Place - REVISED
Please note that I am waiting on 2 different letters to be addressed:
January 10, 2019 Inspection Report conducted in response to a citizen compliant about flooding and
a lack of maintenance. A response was due by February 10, 2019:
1. 1 haven't received any reply to the remaining items 1, 2, 3 and 4 listed in the January 10 2019
inspection report. What is the status of the repair work for the infiltration basin?

Hall, Christine
From:
Hall, Christine
Sent:
Wednesday, October 31, 2018 11:17 AM
To:
'Tim Clinkscales'
Cc:
Weaver, Cameron; Scott, Georgette; 'Jeff Keeter; Jessica Vamvakias
[e-mail]); Andrew Smith
Subject:
RE: [External] RE: Saltwater Palms express request
Tim,
The permittee of record for SW8 161204 is Halpern Enterprises Inc. However, the project area covered by SW8161204
is now owned by Halpern Ocean Isle, LLC and it is this entity that is listed in the proposed easement and the one who
recorded the previously provided Easements, Covenants, and Restrictions Agreement. A review of the NC Secretary of
State shows that Halpern Ocean Isle, LLC is a separate entity from Halpern Enterprises Inc.
As noted in Item 1 below, the permit will need to be transferred from Halpern Enterprises Inc. to Halpern Ocean Isle, LLC
before any express modifications or submittals can be scheduled.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
N. C1. `—Nol.hOng Ompam-,
E ; i' corresnoncErr'e to and n rrt tits address is subject io u1 ;
` ^tTh (_'?fi:ll is Pubtic Pecri —!s La,'.' 3 id rl?3,,,7 ? c;iFE;1riaed to th`Td(:'£;"?B.S.
From: Tim Clinkscales <[e-mail]>
Sent: Tuesday, October 30, 2018 1:37 PM
To: Hall, Christine <[e-mail]>
Cc: Weaver, Cameron <[e-mail]>; Scott, Georgette<[e-mail]>;'Jeff Keeter'
<[e-mail]>; Jessica Vamvakias [e-mail]) <[e-mail]>; Andrew Smith
<[e-mail]>
Subject: RE: [External] RE: Saltwater Palms express request
CAUTION
am.
Christine
We are going under #1, here is the agreement, all we are looking to do again is set up the express meeting. Can we
please get a date for the review based on this

Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.t)aramounte-eng.com
From: Hall, Christine <Christine.Hall @ncdenr.gQ-.>
Sent: Friday, October 5, 2018 11:30 AM
To: Tim Clinkscales<tclinkscales@paramounte-enf;,_com>
Cc: Weaver, Cameron <cameroo.weaver@ncderir. = !y>; Scott, Georgette <[e-mail]>; 'Jeff Keeter'
<jpkeeterPbcklawfirm.com>; Jessica Vamvakias Qv I-ganhg Lies.com) <jy2loganh,_2mes.com>; Andrew Smith
<asmith.ar~, log_anhorne ,�_com>
Subject: RE: [External] RE: Saltwater Palms express request
Tim,
The review timeframe in the Express program is very short. To ensure projects can be reviewed and approved within the
designated time frame, we must confirm that projects will not impact or place another project out of compliance with
their permit. The exception is if the project that is impacted is also submitted to the Express program at the same time
to resolve any overlap or interaction between the two. This keeps the program running efficiently to serve as many
customers as possible.
Based on SW8 161204 and the documents provided so far, there is an impact between these two projects and
parcels. Both the access road and infiltration basin serving drainage area 2 permitted under SW8 161204 are within the
parcel / property area of the proposed Saltwater Palms. SW8 161204 will need a minor modification to document one
of the following two scenarios:
• Incorporate a recorded agreement that specifically addresses the e ntity/pe rm itte e responsible for the access
road and infiltration basin serving drainage area 2 as well as document the access and drainage easement over
the infiltration basin. In this scenario, since Halpern Ocean Isle, LLC now owns the parcel permitted under SW8
161204 and this entity entered into the provided recorded agreement, SW8 161204 will need to be transferred
before the modification or new permit is submitted. Transfers can only be submitted to the regular program.
• Or, if it is not desired for the permittee of SW8 161204 to maintain these two features, remove the infiltration
basin and road area from SW8 161204 to incorporate into the proposed application for Saltwater Palms. In this
scenario, Halpern Enterprises, Inc may elect to sign the minor modification so it can be submitted to the express
program along with the transfer paperwork to be logged into the regular program after the minor modification
is approved.
Please let me know if you have more questions or concerns.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall(a)ncdenr.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405

n.,* AMENDED BUSINESS CORPORATION ANNUAL RX-PORT
1m.,.0;
NAME OF BUSINESS CQRPO AT;.ON: Halpern Enterprises, erprises, TnC.
SECRETARY OF STATE ID NUS 1549M STATE OF FQR?4ATfON' GA �E -1=i�d Annueii Rep�o�t
11��1.'2��8 ti�l8$T
REPORT FOR THE FISCAL YEAR END: CA201OD300M
SECTION A. REGISTERED AGENT`S INFORMATION
1. NAME OF REGISTERED AGENT:. Corporation Service Company
2. SIGNATUW OF THE NEW REGISTERED AGENT:
SIt3F3 UREvOWITUTESCONSENTTOTHEAPPOINTWNT
3, REGISTERED OFFICE STREET ADDRESS& COU#TY 4. REGISTERED OFFICE MAILING ADDRESS
2626 Glenwood Avenue, 2626 Glenwood Avenue„ Shiite 550
Raleigh, 27 Wake C u valet , NG 27608
1, WWRIP'"ON OF NATURE OF NESS: Comtmerefid item Estate
2. PRINWAL OFFICE PHONE NUMBER: (- 7o) 4514a1 e x
4. PRINCIPAL, OFFICE STREET ADDRESS & COUNTY
5200 Rill lid
3. PRIhICIPAL OFFICE II511lo L. Priyacy Redaction
& PRINCIPAL OFFICE MAILING ADDRESS
I f ° s ° + m.s
Sandy Springs, GA 30342-1915 Sandy Springs, Get 303421915
III. Select Qnta of the f+biWWmg N applicable. (Optional ses b n ior&)
The .company IS a: veteran -owned Malt business
FIThe company is a service -disabled veteran -awned small business
SECTION C: OFFICERS (Enter addliiorta` of cem n motion E?
NAME: Jack l i Hatpe__._._.._
TITLE: Chairman
$200 Roswell Road
;Atlanta, GA 30342
NAME. C. ArIsa Loften
NAME. Alien D Brown Jr.
TITLE: Chits Financial Officer TITLE: President
5200 Roswell Road
Atlanta, CA 30342
ADDRESS'
5122 Sapphire Drive
MarieU GA 30068
SECTS D: CE"PZAT L REPMT. Sgdcn p mot be complded in its entirety by a. persork sin
AIisa Loften
81"ATL)RE
Form nut be Sig ood by an oil Uted under Seckm G of this fem
C. Alisa Loften
Prim or Type Mom of Offs
1 /30/20 19
DATE
Chief Financial Officer
F'tint or Typp Tide of Ofrxw
TKS Aph W Rai= hae beet led tY.
MA L TO, Seuete y or Swo, Bushes RegtOatian extftom PW tYtwe Box 29625 Rt'aietgh, NC 2M&0

f�6 AMENDED LIMITED LIABILITY COMPANY ANNUAL REPORT
10/2017 r
NAME OF LIMITED LIABILITY COMPANY: Halpern Ocean Isle, LLC
Filing Office Use Only
SECRETARY OF STATE ID NUMBER: 1600574 STATE OF FORMATION: GA E - Filed Annual Report
1600574
REPORT FOR THE CALENDAR YEAR: 2019 C29/201 05:16 1
1/29/2019 05:16
SECTION A: REGISTERED AGENT'S INFORMATION Changes
1. NAME OF REGISTERED AGENT: Corporation Service Company
2. SIGNATURE OF THE NEW REGISTERED AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
3. REGISTERED OFFICE STREET ADDRESS & COUNTY 4. REGISTERED OFFICE MAILING ADDRESS
2626 Glenwood Ave Ste 550 2626 Glenwood Ave Ste 550
Raleigh, NC 27608 Wake County Raleigh, NC 27608
SECTION B: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: Commercial Real Estate
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] x 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
5200 Roswell Road 5200 Roswell Road
Sandy Springs, GA 30342 Sandy Springs, GA 30342
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: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: Jack N Halpern NAME: C. Alisa Loften
TITLE: Chairman TITLE: Chief Financial Officer
ADDRESS:
5200 Roswell Road
Atlanta, GA 30342
ADDRESS:
5200 Roswell Road
Atlanta, GA 30342
NAME: William D. Brown Jr
TITLE: President
ADDRESS:
5122 Sapphire Drive
Marietta, GA 30068
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
C. Alisa Loften
SIGNATURE
Form must be signed by a Company Official listed under Section C of This form.
1 /29/2019
DATE
C. Alisa Loften Chief Financial Officer
Print or Type Name of Company Official Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

11111111 Jill 11111111111111111 Jill III BOOK:4135 PAGE:1 1Z;13j2U18 E
1419:-4.000
Brenda M. Clemmons Brunswick County Register of Deeds Page 1 of 9
Prepared by:
Harrison B. Freedland
Block, Crouch, Keeter, Behm & Sayed, LLP
310 N. Front Street
Wilmington, NC 28401
STORM WATER DISCHARGE EASEMENT AGREEMENT
THIS STORM WATER DISCHARGE EASEMENT AGREEMENT (this "Agreement")
is made this the 1 D' `day of Qr.cc,r,bu- , 2018 by and between OIB Development, LLC, a
North Carolina limited liability company with a principal office address of 60 Gregory Road NE,
Suite 1, Belville, NC 28451 ("OIB"), and Halpern Ocean Isle, LLC, a Georgia limited liability
company with a principal office address of 5200 Roswell Road, Atlanta, GA 30342 ("Halpern").
RECITALS
OIB and Halpern own adjacent parcels of real property located in Brunswick County, North
Carolina. OIB owns in fee simple the real property described in the North Carolina General
Warranty deed recorded October 3, 2018 in Book 4109 at Page 816 of the Brunswick
County Registry (the "OIB Property"). Halpern owns in fee simple the real property
described in the North Carolina Special Warranty Deed recorded June 22, 2017 in Book
3923, Page 245, of the Brunswick County Registry (the "Halpern Property").
2. Halpern is the holder of a perpetual, non-exclusive easement for vehicular and pedestrian
ingress and egress for the benefit of the Halpern Property over a portion of Market Place
Boulevard located on the OIB Property (the "Access Easement Area"), and more
particularly described in Paragraph 2.1(b) of the Easements, Covenants, and Restrictions
Agreement recorded June 22, 2017 in Book 3923, Page 2.50, of the Brunswick County
Registry (the "Access Easement Agreement").
In connection with the construction, operation, and maintenance of the Halpern Property,
Halpern was issued North Carolina State Stormwater Management Permit Number SW8
161204 (the "Stormwater Permit"), which requires the use of an infiltration basin located
on the OIB Property and more particularly described on Exhibit A, attached hereto and
incorporated by reference herein (hereinafter, the "Easement Area"). Under the
Stormwater Permit Halpern has been approved to discharge rates of storm water runoff
from the Access Easement Area in amounts not to exceed the maximum rates established
Submitted electronically by Block, Crouch, Keeter, Behm Sayed, LLP in compliance with North Carolina statutes governing recordable
documents and the terms of the submitter agreement with the Brunswick County Register of Deeds.

BOOKA135 PAGE:2 14:iceS4.000 E
Brenda N1. Clemmons Brunswick County Register of Deeds Page 2of9
by the North Carolina Environmental Management Commission as set forth in the
Stormwater Permit.
4. Halpern has requested OIB to grant an easement appurtenant to the Halpern Property, over
the Easement Area for the use of the infiltration basin to accommodate the run-off from its
property, as approved under, and pursuant to, the provisions of the Stormwater Permit.
Halpern and OIB intend this Agreement to act as a supplementation to the Access Easement
Agreement. This Agreement is in no way intended to abrogate, modify, rescind, or amend
in whole or in part the Access Easement Agreement.
5. OIB intends to assign the rights under this Agreement to a to -be -formed Association of
owners of lots to be developed on the OIB tract, and Halpern agrees to such assignment.
AGREEMENT
1. Grant of Easement. For and in consideration of the payment of $10.00 and for the mutual
promises set forth herein, OIB grants to Halpern, its successors and assigns, a perpetual,
non-exclusive easement (the "Easement") in, to, through, and over the Easement Area for
the following purposes:
a. To operate, use, maintain, repair, and reconstruct the infiltration basin in the
Easement Area (hereinafter, the "Infiltration Basin") in accordance with the
Stormwater Permit and the Operation and Maintenance Agreement executed
December 2, 2016 by William Brown, Jr. on behalf of Halpern Enterprises, Inc.;
and
b. To discharge storm water runoff originating on the Access Easement Area into the
Infiltration Basin in amounts not to exceed historic rates of flow of such storm water
runoff or the maximum rates set forth in the Stormwater Permit, from the Access
Easement Area onto the Easement Area. Halpern accepts the condition of the
Easement Area in its "AS IS" condition ("As -Is Condition"). By entering this
Agreement, and subject to the provisions below, Halpern waives and releases OIB,
its officers, directors, managers, successors, and assigns, from any liability,
obligation, damage, or claim of whatsoever nature relating to the condition of the
Easement Area or the OIB Property, whether apparent or hidden. Halpern waives
any right to require OIB to maintain the Easement Area in its As -Is Condition
except as specifically set forth herein.
2. Limitation on OIB's Use of the Easement Area. OIB shall not construct or place any
structure, building, or other surface improvements, whether temporary or permanent, or
plant or locate any trees or shrubs on the Easement Area following execution of this
Agreement. Notwithstanding the preceding, OIB may construct, install, maintain, repair,
and replace, in compliance with applicable governmental requirements, a fence along any

II' I I III "'III 1 I I II' I II I I' I'I I II I'II BOOK:413 5 PAGE:3 14'1 54.000 E
I Page 3 of 9
Brenda tit. Clemmons. Brunswick County Register of Deeds
boundary of the Easement Area on the OIB Property. To the extent not inconsistent with
Halpem's use of the Easement Area, OIB may install and maintain grass or other ground
cover in the Easement Area.
3. Maintenance. At all times, Halpern shall maintain the Infiltration Basin and the Easement
Area in its As -Is Condition and in compliance with all applicable governmental
requirements. Halpern shall comply with all applicable requirements and specifications of
the Stormwater Permit. All costs of maintenance and similar activities required by this
Paragraph 3 shall be borne solely by Halpern, except as set forth in Paragraph 4 below.
4. Restoration of Easement Area & Access Easement Area. OIB agrees that during the
development of the OIB Property, it shall use its best efforts to prevent silt, sand, dirt, or
other debris from being discharged into the Infiltration Basin and in the Easement Area.
Further, OIB shall be obligated to repair any damage to Market Place Boulevard resulting
from or caused by its development of the OIB Property, including the extension of any
water or sewer lines into the 0113 Property. Upon completion of OIB's development
activities OIB shall promptly restore the Easement Area, Infiltration Basin, and Market
Place Boulevard to the condition it was in immediately prior to such development
activities.
5. Conduct of Halpern. At all times, all actions of Halpern or OIB on or about the Easement
Area or in connection with the Easement Area and all activities of Halpern or OIB
contemplated by this Agreement shall be taken in full and strict compliance with all
governmental requirements.
6. Indemnity. Halpern shall indemnify, defend, and hold harmless 0113 from and against any
and all losses, claims, actions, damages, liabilities, penalties, fines, or expenses, of
whatsoever nature, including, without limitation, reasonable attorney's fees and costs on
account of mechanics' lien claims, injury to persons, the death of any person, or damages
to property ("Claims") arising from the use of the Easement Area, the Infiltration Basin, or
adjoining areas, or from the discharge of storm water onto the Easement Area or into the
Infiltration Basin, or from the storage of storm water in the Infiltration Basin, or the release
or discharge of the storm water from the Infiltration Basin, or from any activities
contemplated by this Agreement, in each case undertaken by Halpern or any other person
claiming by, through, or under Halpern, except to the extent any such Claim results from
the wrongful acts or omissions or the negligence, gross negligence or willful and wanton
acts of OIB. OIB shall indemnify, defend, and hold harmless Halpern from and against
any and all Claims arising from the use of the Easement Area, the Infiltration Basin, or
adjoining areas, or from the discharge of storm water onto the Easement Area or into the
Infiltration Basin, or from the storage of storm water in the Infiltration Basin, or the release
or discharge of the storm water from the Infiltration Basin, or from any activities
contemplated by this Agreement, in each case undertaken by OIB or any other person
claiming by, through, or under OIB, except to the extent any such Claim results from the

III Jill 1 II 111III 1II1IIII III 11111 BOOK:4135 PAGER 14'1 40-00 E
Brenda M. Clemmgns. BrunswickCounty Register of Deeds Page 4 of 9
wrongful acts or omissions or the negligence, gross negligence or willful and wanton acts
of Halpern. The indemnity set forth in this paragraph shall be effective without regard to
compliance or non-compliance with this Agreement by Halpern or OIB.
Insurance. Halpern shall, at all times this Agreement is in effect, maintain a policy of
general Iiability insurance with respect to the Easement Area, and Halpern's activities upon
the OIB Property related to the operation, maintenance, and repair of the Easement Area.
The amount of such insurance shall be no less than $1,000,000.00. Such policy shall name
OIB as an additional insured. All such policy shall provide that it shall not be amended or
terminated except upon at least 30 days' prior written notice to OIB. Within ten days of
the request of OIB, Halpern shall provide to OIB on ACORD Form 27 evidence of
insurance coverage meeting the requirements of this paragraph. In the event at any time
Halpern fails to have in place the insurance coverage required by this paragraph or fails to
provide evidence of insurance as required by this paragraph, OIB shall have the right, but
not the obligation, to purchase, in its own name or in the name of Halpern, insurance
coverage as required by this paragraph and the cost thereof shall be the responsibility of
Halpern_
8. Ingress and Egress. Halpern has the right of access over and across the Access Easement
Area for itself and its agents to the extent necessary to exercise its rights under this
Agreement. Provided, however, that such access shall not extend beyond the Easement
Area. In exercising such right of ingress or egress, Halpern shall limit times of access to
reasonable business hours.
Mechanics' Liens. Halpern shall, at all times, keep the Easement Area and the OIB
Property free from mechanics' lien claims or similar liens arising on account of any act or
on behalf of Halpern. OIB shall, at all times, keen the Easement Area and the Halpern
Property free from mechanics' lien claims or similar liens arising on account of any act or
on behalf of OIB. Prior to commencing any work on or about the Easement Area, Halpern
shall conspicuously post, and maintain posted during the entire course of such work, a
notice containing the information in the preceding sentence and meeting the requirements
of N.C.G.S. § 44A-11.1. In the event any mechanics' lien is recorded with respect to the
Easement Area or OIB Property on account of any activity of Halpern or any use of the
Easement Area or the OIB Property by or on behalf of Halpern, Halpern shall, within 30
days of notice by the OIB (or, if earlier, within 30 days of a complaint being filed to enforce
such mechanics' lien), cause such mechanics' lien to be removed from the OIB Property by
posting a bond with the district court as permitted by statute.
10. Performance of Halpern Obligations by OIB. In the event Halpern fails to perform any
obligations under this Agreement within ten days of written notice by OIB or fails to
provide insurance or evidence of insurance as required by Paragraph 7, above, OIB may,
but is not required to, perform any such obligation of Halpern at the sole cost and expense
of Halpern. Except as may be necessary to prevent damage or injury on an emergency

1111 Jill Jill 1111111111111111111111111 BOOK:4135 PAGE:5 14';� 4.0001 E
Brenda N1. Clemmons. Brunswick County Register of Deeds Page S of 9
basis, OIB shall not commence performance of any unperformed obligation of Halpern as
long as, within such thirty -day period, Halpern shall have commenced curative action and
thereafter shall prosecute such curative action diligently to completion.
11. Inurement. The benefits and burdens of this Agreement shall inure to the benefit of and
be binding upon the parties and their respective legal representatives, successors; and
assigns. The rights and obligations set forth in this Agreement are intended to run with
the land.
12. Assignment and Delegation. Halpern may, from time to time, and without the approval of
OIB, assign or delegate to any governmental entity or to any third party having an interest
in the Halpern Property the rights and obligations of Halpern under this Agreement to
maintain, operate and repair the Easement Area and related improvements and the right to
discharge storm water runoff into the Infiltration Basin set forth in Paragraph 1, above.
Notwithstanding anything in this Agreement to the contrary, upon the sale of the Halpern
Property and the assumption of the obligations of this Agreement, Halpern shall be released
form any further obligations or liabilities under this Agreement.
13. Maintenance of Infiltration Basin. All expenses of the operation, maintenance, and
reconstruction of the Infiltration Basin except as set forth in Paragraph 4 above, shall be
the sole responsibility of Halpern.
14. Attorneys' Fees. In the event of any litigation, arbitration, or other proceeding brought to
enforce or interpret this Agreement, the prevailing party shall receive an award of its
reasonable attorneys' fees and costs.
15. Paragraph Headings. Paragraph headings are included for reference purposes only and do
not constitute part of this Agreement.
16. Governing Law. This Agreement shall be governed and construed under the laws of the
State of North Carolina without regard to conflicts of law provisions.
17. Severability. Whenever possible, each provision of this Agreement will be interpreted in
such a manner as to be effective and valid under applicable law, but if any provision of this
Agreement is held to be prohibited by or invalid under applicable law, such provision will
be ineffective only to the extent of such prohibition or invalidity, without invalidating the
remainder of this Agreement.
18. Notices. All notices, demands, or other communications to any party under this Agreement
shall be in writing (including e-mail or facsimile transmission); shall be sent only by
nationally recognized courier service, or by personal delivery; and shall be given:
If to OIB, to:

111111.111111 1111111111111111111111111
BOOK:4135 PAGE:6
Brenda M. Clemmons Brunswick County Register of Deeds
12/1312018 E
14:19:54.000
Page 6 of 9
OIB Development, LLC
60 Gregory Road NE, Suite l
Belville, NC 28451
with copy to:
Jeffrey P. Keeter
Block, Crouch, Keeter, Behm & Sayed, LLP
310 N. Front Street, Suite 200
Wilmington, NC 28401
If to Halpern, to:
Halpern Ocean Isle, LLC
c/o Halpern Enterprises, Inc.
5200 Roswell Road
Atlanta, GA 30342
All such notices, demands, requests, or other communications shall be deemed received on
the date of receipt by the recipient if received prior to 5:00 p.m. in the place of receipt and
such day is a business day in the place of receipt. Otherwise, any such notice, demand,
request, or other communication shall be deemed not to have been received until the next
succeeding business day in the place of receipt. Addresses for notice may be changed from
time to time by notice to the other party.
19. Waiver. Waiver by either party of any one default will not be deemed to be a waiver of
any other default under this Agreement. Any remedy or election under this Agreement will
not be deemed exclusive, but, instead, whenever legally permissible, will be cumulative
with all other remedies at law or in equity.
REMAINDER OF PAGE LEFT INTENTIONALLY BLANK
[SIGNATURES ON FOLLOWING PAGES]

111.11 Jill 111111111111111Jill III III B1OOKA135 PAGE:? 14'19:54.1354.1.,,, ,, 18E
n
Brenda M. Clemmons. Brunswick County Register of Deeds Page 7 of 9
IN WITNESS WHEREOF, this Agreement has been signed, sealed, and delivered by OIB
and Halpern as of the day and year first above written.
OIB DEVELOPMENT, LLC,
a North Carolina limited liability company
By:
D. I. Logan, M . a
STATE OF NORTH CA LINA
COUNTY OF /VG(,�J
I, the undersigned Notary Public of the State and County aforesaid, certify that D. I. Logan
personally appeared before me this day and acknowledged that he is the Manager of OIB
Development, LLC, a North Carolina limited liability company, and that by authority duly given
and as the act of such entity, he signed the foregoing instrument in its name on its behalf as its act
and deed. Witness my hand and Notarial stamp or seal, this the /p day of ,
2018.
[ S10 Z. VAMVAKIAS Div-�.�et',
NOTARY PUBLIC «i6K 2- dQba , Notary Public
New Hanover County
North Carolinap / No ary's Printed or Typed Name
My Commission Expires My Commission Expires: Lp//W��0
[SIGNATURES CONTINUE ON FOLLOWING PAGE]

1111 IIII IIII 11 II 111111111111111111 III
STATE OF GEORGIA
COUNTY OF FULTON
BOOK:4135 PAGE:8 14'19:5.00 E
14:19:54AQ0
Brenda Nl. Clemmons Brunswick CountyRegister of Deeds Page 8 of 9
HALPERN OCEAN ISLE, LLC,
a Georgia limited liability company
By:
Name: William Brown, Jr.
Title: President
I, the undersigned Notary Public of the State and County aforesaid, certify that William D. Brown,
Jr. personally appeared before me this day and acknowledged that he is the President of Halpern
Ocean Isle, LLC, a Georgia limited liability company, and that by authority duly given and as the
act of such entity, he signed the foregoing instrument in its name on its behalf as its act and deed.
Witness my hand and Notarial stamp or seal, this the 12�ltiay of LMm bt&- , 2018.
[SEAL]
l�l(iGtG�COj rGPNI� rrZ- , Notary Public
Notary's Printed or Typed Name
My Commission Expires: %
Richard N. Lenner
!Votary Public, State of Georgia
Fulton County
My Commission Expires 06/11/2022

11111111 Jill 1111111111111111111111111 BOOK:4135 PAGE:9 14:19:54.000 E
° Brenda M. Clemmons . Brunswick County Register of peels Page 9 of 9
EXHIBIT A
Stormwater Easement
Parcel B-1
Ocean Isle Residential
Brunswick County, NC
Being an easement on that tract or parcel of land located in Shallotte Township, Town of Ocean
Isle, Brunswick County, State of North Carolina being a portion of Parcel B-1 as shown on that
certain plat recorded in Map Cabinet 99 at Page 69 in Brunswick County Register of Deeds. Said
parcel of land being more particular described as follows:
Point of beginning being a found iron rod at the Northeastern terminus of Charles Street (SR
#1868), thence North 57°30'40" East a distance of 201.39' on the Northwestern boundary of said
Parcel B-1, being the lands of William S and DWE Timber LLC, recorded in Map Cabinet 99 at
Page 69 Brunswick County Register of Deeds, and the Southeastern boundary of William D Clontz
Halpern Ocean Isle LLC, Map Book 99 at Page 67; to a computed point on a private right of way
as shown on Map Cabinet 99 at Page 69;
Thence with said right of way with a curve turning to the right through said Parcel B-1 and along
the 60' wide Ingress, Egress, and Utility Easement, Map Cabinet 99 at Page 69-70, with an arc
length of 148.80', with a radius of 220.00', with a chord bearing of South 22°36'20" West, with a
chord length of 145.98', to a computed point;
Thence with a reverse curve turning to the left through said Parcel B-1 and said Easement with an
arc length of 210.65', with a radius of 260.00', with a chord bearing of South 1804616" West, with
a chord length of 204.94', to a computed point;
Thence leaving said right of way South 83°04'44" West a distance of 20.88' to a computed point
on the margin of Charles Street (SR #1868) being the western boundary of Parcel B-1;
Thence along the boundary of said Parcel B-1 and the Northeastern right of way line of Charles
Street (SR #1868) N 06'55'16" W a distance of 224.78 to an iron rod found,
which is the point of beginning.
Having an area of 20,992 Square Feet or 0.482 Acres more or less.

II�IIIIII!IlII NIIIIII�IIILIII!III!II Brenda M. Cl m offs 26' Me
Brunswick County, NC Register of Deeds page 1 of a
Brenda M. Clemmons Register of Deeds
10-03-2018 14:10:26.000 Brunswick County, NC
NC REVENUE STAMP: $2400.00 (#602288)
kilum to lX.f We
total Rev Int. 4
k $ _ Ck Rev
S
biefund _ Cash $ Finance
I Portions of document are illegible: due to condition
of original.
I Documsnt contains seals verified by origin:
nsirument that cannot be reproduced or copied.
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $2,400.00
Parcel Identifier No. 243ECO0201 Verified by County on the day of 20_
Mail/Box to: Block, Crouch, Keeter, Behm, Saved. LLP
This instrument was prepared by: Cindy York, C. York Law. PLLC, without title exam or tax advice
Brief description for the Index: Parcel Area B, Beach Drive, PL 99/69-70 _
Delinquent taxes, if any, to be paid by Closing Attorney to the Brunswick County Tax Collector upon disbursement
of closing proceeds.
THIS DEED made this 4 day of September, 2018 by and between
GRANTOR
DWE TIMBER, LLC,
a North Carolina limited liability company
2618 New Village Road
Wilmington, NC
GRANTEE
OIB Development, LLC,
a North Carolina Iimited liability company
60 Gregory Rd NE, Suite 1
Belville, NC 28451
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of
which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto
the Grantee in fee simple, all that certain lot, parcel of land situated in the County of Brunswick,
North Carolina and more particularly described as follows:
SEE EXHIBIT A ATTACHED HERETO
AND INCORPORATED HEREIN BY REFERENCE.
All or a portion of the property herein conveyed _ includes or X does not include the primary
residence of a Grantor.
This property was conveyed to Grantor by deed recorded in the Brunswick County Registry in
Book 3840 Page 507.

IINIIIIIIIII IHIIIIIIIIIIIIIIlIIIIII 84199 P0817 ' �Z:26., ZP
Brunswick County, MC Register of Deeds page 2 of 3
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances
thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple,
has the right to convey the same in fee simple, that title is marketable and free and clear of all
encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all
persons whomsoever, other than the following exceptions:
Subject to ad valorem taxes for the year 2018 and thereafter, easements, rights of way and
restrictive covenants and conditions of record.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first
above written.
DWE Timber, LLC
By: 46
DeCarol Williamson, Manager
State of North Carolina
County of New Hanover
1, the undersigned Notary Public of the County and State aforesaid, certify that DeCarol
Williamson, personally appeared before me this day in his capacity as manager of DWE Timber, LLC,
a North Carolina limited liability company, and that by authority duly given and as the act of such
entity, he signed the foregoing instrument in its name on its behalf as its act and deed. Witness my
hand and Notarial stamp or seal, this 4 day of September, 2018.
My Commission Expires: 0 -I6-ao� !a. Notary Public
Notary's Printed or Typed Name
(Affix Seal)
NOTAAy
jOUBLIG

III III II I llll l it l l l l llIIII II I II l 11111 B4? Pe��a o�s-z6P N
ROP
Brunswick County, NC Register of Deeds page 3 of 3
EXHIBIT A
Legal Description
Being all of Parcel Area B, containing 22.467 Acres +/-, as shown on REVISION PLAT OF DWE
TIMBER LLC PROPERTY recorded in Map Cabinet 99 at Pages 69-70 of the Brunswick County,
North Carolina Registry, reference to the same being hereby made for a more particular
description.

This certtlies that theca are no delinquent rd
valorem taxes, fees, assessments or other
liens which the Brunswick County Tax
Collector is charged with cold ing, that are a
Ben on: Parcel Number
as notated by the Brunswick County
Asaeaeor% Odice. This is not a cartUicadon
that the parcel number matches the deed
JUN 2 2 Z4iT �'�--
171-1*6 (Assq Tax Col. i Del. Tax C.
'PIIIIIBn11l11@1111 p! o el Ii11s
Preasennte f:
Total ev Int.
Ck $ Ck * Cash
Refund: Cash $ Finance
❑ Of0(PorEops of do mont are 14agib a Cue to Condition Qr % � r
Of original.
l f' nrmntcvntains sm!s verU byorigind r
i ; ient M cannot ba reproduced Droopbd.
Brenda M. Clemson Register of Deeds
86-22-2017 15:47:21.9M Brunswick County, NC
NC REVBMIE ST1M9P: $40111111.99 053882e)
NORTH CAROLINA SPECIAL WARRANTY DEED
Tax; 1110A11111M i� rM
Parcel Identifier No. 243ECO02 Verified by County on the _ day of , 2017
By: .
Mail. afterrecording to: Harbor. City Title. Insurance
MaWBol{to. AgencV, Inc., 6201 . Fairview Road, . Suite
p Charlotte, NC 28210, File No. tnO - 23 38
This irotrwnent was prepared by: James F. Brown, Jr., Fine and Block Attorneys, 2060 MoimtParan Road, N.W., Suite 106, Atlanta,
GA 30327; under supervision of John C. Surles, Esq., 6201 Fairview Road, Suite 325, Charlotte, NC 28210
Brief description for the Index: Parcel A, Map. Cabinet 99, Page 69, Brunswick County Registry, Shallotte Township, Town of
Ooesn Isle, Bnmswick County, North Caagroline
THIS DEED m� made this of U [M147-- , 2017, by and between
GRANTOR
DWE TIlvIBER, L L.C, a North Carolina limited
liability company
2618 New Village Way
Wilmington, NC 28405-7426
HALPERN OCEAN ISLE, I i C, a Georgia
limited 18abMW cony
5200 Roswell Road
Atlanta, GA 30342
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of entity, e.g.
corporation or partnership.
The desigoatioa Grantor and Grantee as used herein shall include said patties, their hens, successors, and assigns, and shall include
singular, plural, masculine, feminine or neater as.required by context.
WPINESSETH, that the Grantor, fora valuable consideration paid by the Grantee, the receipt ofwinch ishereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel oflandsituated in the
Town of Ocean Isle, Shallotte Township, Brunswick County, North Carolina and more particularly described as follows:
See Exhibit "A" attached berets and hicaTonited by this reference.
The property heremabove described was acquired by Grantor by nuiftuments recorded in Book 3559, page 1353, and in Book 3840,
page 507, Brunswick County Registry.
All or aportion of the property herein conveyed _ includes or X does not include the primary residence of a Grantor.
A map showing the above described property is recorded is Map Cabinet 99, page 69, Brunswick County' Registry.
NC Bar Association Form No. 6 01/1/2010
printed by Agreement with fire NC Her Association
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/eft U 8/&
6P.#5 �n� �✓ AVO 77�,dW- LG c
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22-27
II IIIIIII II II III f IIIIIII lI II I III II Ili 83�23 ?�24s nmon5 2e1°RCS
Brunswick County, NC Register of Deeds page 2 of 5
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the Grantee in
fee simple.
And the Grantor covenants with the Grantee, that Grantor has done nothing to impair such title as Grantor received, and Grantor will
warrant and defend the title against the lawful claims of all persons claiming by, under or through Grantor, other than the following j
exceptions: !
I
See Exhibit "B" attached hereto and incorporated by this reference.
IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of the day and year first above written.
DWE TIMBER, LLC, a North Carolina limited liability
company
By:
Dr. DeCarol Williamson, its Manager
NEW HANOVER COUNTY, NORTH CAROLINA
The undersigned Notary Public certifies that the following person personally appeared before me this day, acknowledging
to me that he voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated: Dr. DeCarol
Williamson.
Date: 1uYlSL,S ,2017 l X1�� � CLk"
Notary Public l.V du � � ^,,,, , p., rd
NI Printed Name: � (�,�
(N)C My. commission expires: U Oa-�
Isle\Closing DocumentsWeed - Special warranty 05_19_17.doc
NC Bar Association Form No. 6 ® 1/1/2010
Printed by Agreement with the NC Bar Association

17
IIIIII IIIIIIII IIIIIIII IIII IIIIII III Br13 a 11. Cl mods z� PROP
Brunswick County, NC Register of Deeds page 3 of 5
EXHIBIT "A"
Legal Description
Parcel A
Map Cabinet 99 Page 69
Ocean Isle
Brunswick County, NC
Being all of that tract or parcel of land located in Shailotte Township, Town of Ocean Isle, Brunswick County,
State of North Carolina being all of Parcel A as shown on that certain plat recorded in Map Cabinet 99 at Page 69.
Said parcel of land being more particular described as follows:
Beginning at an iron rod set in the Western boundary of said Parcel A and being on the Eastern right of way line
of Causeway Drive (SR#904); Thence along the boundary of Bobby Ray Williamson recorded in Deed Book 2954 at
Page 494 North 78'18'42" East a distance Of 250.52' to an iron rod set on the Western boundary of Parcel A and
also being the Southeastern corner of the lands of DWE Timber, LLC recorded in Deed Book 1391 at Page 848;
Thence with the Western boundary of said Parcel A and also being the Eastern boundary line of said lands of
DWE 1, LLC North 10"54'59" West a distance Of 374.56' to an iron rod set on the southern right of way of Beach
Drive (SR# 179);
Thence with said right of way North 54'38'11" East a distance of 538.95' to an iron rod set;
Thence with said right of way North 54"38'11" East a distance of 878.59' to an iron rod set
Thence leaving said right of way and with the Eastern boundary of Parcel A as shown on that certain plat
recorded in Map Cabinet 99 at Page 69 and the Western boundary of Map Book K, Page 266 South 10"03'10" East
a distance of 613.22' to an iron rod set
Thence along said boundary South 10"03'10" East a distance of 464.37 to an iron rod set;
Thence along the Southern Boundary of Parcel A also being the Northern boundary of Parcel B as shown on that
certain plat recorded in Map Cabinet 99 at Page 69 the following Eighteen (18) courses:
North 72"55'27" West a distance of 172.47' to a Point;
North 59"38'15" West a distance of 102.34' to a Point;
North 16°49'49" West a distance of 29.48' to a Point;
North 49"35'34" East a distance of 26.79' to a Point;
North 07'00'29" East a distance of 33.14' to a Point;
North 00"18'19" West a distance of 37.86' to a Point;
North 07"23'43" East a distance of 37.73' to a Point;
North 89'01'49" West a distance of 14.44' to a Point;
South 24'11'05" West a distance of 118.01' to a Point;
A-1

I IIIIIIIIII I IIIIII IIIIII IIIIIII Rr6nd P02 l m W.
PNO
ROF
Brunswick County, NC Register of Deeds page 4 of 5
EXHIBIT "A"
Legal Description
North 42°36'48" West a distance of 9.03'to a Point;
North 11'16'02" West a distance of 34.62' to a Point;
South 88'49'21" West a distance of 2.94' to a Point;
South 14'00'07" West a distance of 47.59' to a Point;
North 77'13'03" West a distance of 82.21' to a Point;
South 41°36'37" West a distance of 95.50' to a Point;
South 53*08'35" West a distance of 92.49' to a Point;
South 36'01'23" East a distance of 39.47' to a Point;
South 57°30'40" West a distance of 279.51' to an iron set on the eastern right of way line of Charles Street (SR#
1868) and in the centerline of Old Field Branch;
Thence with the centerline of said Branch, the northern boundary of Map Book 6, Page 81, and the southern
boundary of Parcel A a total distance 564.4+/- feetto an iron rod set. The mathematical tie lines for this
boundary being the following four courses;
South 62"24'56" West a distance Of 77.89' to a point being a corner of Lot 9 and shown on map book 3, page
150. Said point further being North 58'50'56" East a distance Of 83.37' from an existing iron rebar being the
northwest corner of lot 38 of map book 6, page 81 and being the northwest corner of deed book 316, page 868;
Thence three calls with Map Book 3, Page 150.
South 68"26'50" West a distance of 186.12' to a point;
South 62°28'02" West a distance of 132.72' to a point;
South 74"06'09" West a distance of 140.22' to an iron road set being the southeast corner of LW Legacy Assets,
LLC and DW Legacy Assets, LLC as shown on map book 74, page 15 and also being the southwest corner of Parcel
A;
Thence with the western boundary of said Parcel A North 10'37'57" West a distance of 150.23' to an iron rod
found;
Thence South 78"18'42" West a distance Of 234.26' to an iron rod found on the eastern right of way of Causeway
Drive (SR# 904);
Thence with said right of way North 10'36'49" West a distance of 75.04' to an iron rod set which is the Point of
Beginning.
Having an Area of 975,409 Sq. Ft. or 22.392 Acres
M:\Halpern Development Co\Ocean Isle\Legals\Halpern - Ocean Isle -Parcel A 03_02_17.doc
A-2

` IIIIIIIII lI IIII I I II Illllil IIII{III III Brend P0249 15,47 os-2E'PROP
Brunswick County, NC Register of Deeds page 5 of 5
l
EXHIBIT °B"
Exceptions
1. Taxes and assessments for the year 2017 and subsequent years, not yet due and payable.
2. Water Distribution Line Easement in favor of the Town of Ocean Isle Beach as recorded in Book 277,
Page 709 of the Brunswick County Registry.
3. Riparian rights of others in and to the waters of any branches, rivers, creeks, streams, lakes or other
waters which join or traverse the lands.
4. Terms and Conditions of Easements created by Easements, Covenants and Restrictions Agreement by and
between Halpern Ocean Isle, LLC, a Georgia limited liability company, and DWE Timber, LLC, allorth
Carolina limited liability company, dated 2017, as recorded in Book Pages)
fj of the Brunswick County Registry a; •►u lfie•-�e�Iy J+- - f �.S «�Q . '
5. Survey entitled ALTA/NSPS Land Title Survey, Map Book 99, Page 69, Shallotte Township, Brunswick
County, NC, dated March 14, 2017, by Christopher James Gagne, PLS L-4700, reveals the following
matters:
a. Guy anchors, overhead power lines, power poles, telephone pedestals, transformers along Beach
i
Drive. i
o:
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) LIMITED LIABILITY COMPANY ANNUAL REPORT
,Gr<m7
NAME OF LIMITED LIABILITY COMPANY: Halpern Ocean Isle, LLC
SECRETARY OF STATE ID NUMBER: 1600574 STATE OF FORMATION: GA
REPORT FOR TF-'E CALENDAR YEAR: qni a
SECTION A: REGISTERED AGENT'S INFORMATION
1. NAME OF REGISTERED AGENT: Corporation Service Company
2. SIGNATURE OF THE NEW REGISTERED AGENT:
3. REGISTERED OFFICE STREET ADDRESS & COUNTY
2626 Glenwood Ave Ste 550
Raleigh, NC 27608 Wake County
E - Filed Annual Report
1600574
CA201902500641
1 /25/2019 11:05
Changes
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. REGISTERED OFFICE MAILING ADDRESS
2626 Glenwood Ave Ste 550
Raleigh, NC 27608
SECTION R: PRINCIPAL OFFICE INFORMATION
1. DESCRIPTION OF NATURE OF BUSINESS: ('nmmcrriol Pmnl Fctntn
2. PRINCIPAL OFFICE PHONE NUMBER: [phone] x319 3. PRINCIPAL OFFICE EMAIL: Privacy Redaction
4. PRINCIPAL OFFICE STREET ADDRESS & COUNTY 5. PRINCIPAL OFFICE MAILING ADDRESS
5200 Roswell Road 5200 Roswell Road
Sandy Springs, GA 30342 Sandy Springs, GA 30342
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: COMPANY OFFICIALS (Enter additional company officials in Section E.)
NAME: ,Jack N Halpern
TITLE: Chairman
ADDRESS:
5200 Roswell Road
Atlanta, GA 30342
NAME: C. Alisa Loften
TITLE: r hinf Financial Offirrrkr
ADDRESS:
5200 Roswell Road
Atlanta, GA 30342
NAME:
TITLE:
ADDRESS:
SECTION D: CERTIFICATION OF ANNUAL REPORT. Section D must be completed in its entirety by a person/business entity.
C. Alisa Loften 1 /25/2019
SIGNATURE DATE
Form must be signed by a Company Official listed under Section C of This form.
C. Alisa Loften Chief Financial Officer
Print or Type Name of Company Official Print or Type Title of Company Official
This Annual Report has been filed electronically.
MAIL TO: Secretary of State, Business Registration Division, Post Office Box 29525, Raleigh, NC 27626-0525

State of North Carolina
Department of the Secretary of State
SOSID: 1600574
Date Filed: 6/7/2017 8:48:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C2017 146 00307
APPLICATION FOR CERTIFICATE OF AUTHORITY
FOR LIMITED LIABILITY COMPANY
Pursuant to §57D-7-03 of the General Statutes of North Carolina, the undersigned limited liability company hereby applies for a
Certificate of Authority to transact business in the State of North Carolina, and for that purpose submits the following:
i. The name of the limited liability company is Halpern Ocean Isle, LLC
and if the limited liability company name is unavailable for use in the State of North Carolina, the name the limited
liability company wishes to use is
2. The state or country under whose laws the limited liability company was formed is Georgia
3. Principal office information: (Select either a or b.)
a, EN! The limited liability company has a principal office.
The principal office telephone number: 770.451.0318
The street address and county of the principal office of the limited liability company is:
Number and Street: 5200 Roswell Road
City. Sandy Springs state: GA Zip code: 30342 county: Fulton
The mailing address, if different from the street address, of the principal office of the corporation is:
Number and Street:
City: State: Zip Code: County:
b. ❑ The limited liability company does not have a principal office.
4. The name of the registered agent in the State of North Carolina is: Corporation Service Company
S. The street address and county of the registered agent's office in the State of North Carolina is:
Number and street: 327 Hillsborough Street
City: Raleigh State: NC Zip Code: 27603 County:
Wake
6. The North Carolina mailing address, if different from the street address, of the registered agent's office in the State of North
Carolina is:
Number and
City: State: NC Zip Code: County:
CORPORATIONS DIVISION P.O. BOX 29622 RALEIGH, NC 27626-0622
(Revised January 2014)
(Form L-09)

APPLICATION FOR CERTIFICATE OF AUTHORITY
Page 2
7. The names, titles, and usual business addresses of the current company officials of the limited liability company are:
(:Ise attachment if necessary)
Name qnd Title. Business Address
CDECRE Clark, LLC- sole equity member
Jack N. Halpern- special member 0200 Roswell Road
XM'Ira—m—C-D. Brown, Jr.- manager) Sandy Springs, GA 30342
8. Attached is a certificate of existence (or document of similar import), duly authenticated by the secretary of state or other official
having custody of limited liability company records in the state or country of formation. The Certificate of Existence must be
less than six months old A pbotoconv of the certification cannot be accepted
9. If the limited liability company is required to use a fictitious name in order to transact business in this State, a copy of the resolution
of its managers adopting the fictitious name is attached.
10. (Optional): Please provide a business e-mail address' Privacy Redaction
The Secretary of State's Office will e-mail the business automatically at Vie address provided -above at no cost when a document p, p
is filed. The e-mail provided will not be viewable on the website. For .more information on why this service is offered, please
see the instructions for this document. p
11. This application will be effective upon filing, unless a delayed date and/or time is specified:
CER_ �'�
This the 2tith day o f May , 20 17 q!,1-.-
`C�( t
BY.
Halpern Ocean Isle, LLC
XWZ
zn 'ed Liability Corpary
Ll-of Company Ofcial
William D. Brown, Jr.- manager
Type or Print Name and 7-1de
Notes:
1. Filing fee is;S250. This document must be flied with the Secretary of State.
COiLPORATIONS DIVISION P.O. SOX 29622 RALEIGH, NC 27626-0622
(Revised January 2014)
(Fop -in L-719)

Control Number: 17057568
STATE OF GEORGIA
Secretary of State
Corporations Division
313 West Tower
2 Martin Luther King, Jr. Dr.
Atlanta, Georgia 30334-1530
CERTIFICATE OF EXISTENCE
I, Brian P. Kemp, the Secretary of State of the State of Georgia, do hereby certify under the seal of my
office that
Halpern Ocean Isle, LLC
a Domestic Limited Liability Company
was formed in the jurisdiction stated below or was authorized to transact business in Georgia on the
below date. Said entity is in compliance with the applicable filing and annual registration provisions of
Title 14 of the Official Code of Georgia Annotated and has not filed articles of dissolution, certificate of
cancellation or any other similar document with the office of the Secretary of State.
This certificate relates only to the legal existence of the above -named entity as of the date issued. It does
not certify whether or not a notice of intent to dissolve, an application for withdrawal, a statement of
commencement of winding up or any other similar document has been filed or is pending with the
Secretary of State.
This certificate is issued pursuant to Title 14 of the Official Code of Georgia Annotated and is prima -facie
evidence that said entity is in existence or is authorized to transact business in this state.
Docket Number
: 14684259
Date Inc/Aulb/Filed
:05n32/2017
Jurisdiction
: Georgia
Fri in Date
:05/26/2017
Form Number
: 211
i
4 4rawo
Brian P. Kemp
Secretary or State

- File an Annual Report/Amend an Annual Report - Upload a PDF Filing - Order a Document Online -
Add Entity to My Email Notification List - View Filings - Print an Amended a Annual Report form - Print a
Pre -Populated Annual Report form
Limited Liability Company
Legal Name
Halpern Ocean Isle, LLC
Information
Sosid: 1600574
Status: Current -Active
Annual Report Status: Current
Citizenship: Foreign
Date Formed: 6/7/2017
State of Incorporation:
GA
Registered Agent: Corporation Service Company
Addresses
Reg Office Reg Mailing Mailing
2626 Glenwood Ave Ste 550 2626 Glenwood Ave Ste 550 5200 Roswell Road
Raleigh, NC 27608 Raleigh, NC 27608 Sandy Springs, GA 30342
Principal Office
5200 Roswell Road
Sandy Springs, GA 30342
Company Off icials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Chairman Chief Financial Officer
Jack N Halpern C. Alisa Loften
5200 Roswell Road 5200 Roswell Road
Atlanta GA 30342 Atlanta GA 30342

Lewis,Linda
From: Lewis,Linda
Sent: Monday, February 11, 2019 3:10 PM
To: 'Tim Clinkscales'; [e-mail]; Dan Fisk ([e-mail])
Cc: Jessica Vamvakias; [e-mail]; Hall, Christine
Subject: RE: [External] RE: SW8 161204 Ocean Isle Beach Market Place - REVISED
Please note that I am waiting on 2 different letters to be addressed:
January 10, 2019 Inspection Report conducted in response to a citizen compliant about flooding and
a lack of maintenance. A response was due by February 10, 2019:
1. 1 haven't received any reply to the remaining items 1, 2, 3 and 4 listed in the January 10 2019
inspection report. What is the status of the repair work for the infiltration basin?
2. Please submit a copy of the recorded deed restrictions for the Outparcels limiting the BUA to
the amount specified in the permit.
3. The transfer application for SW8 161204 had already been submitted on December 10, 2018.
The January 29, 2019 email requesting additional information for the transfer:
1. Update the Company Officials listed on the annual reports to support Mr. Brown's title as the
current manager of Halpern Enterprises, Inc. and as president of Halpern Ocean Isle, LLC.
2. Provide a letter signed by Jack Halpern or Alisa Loften authorizing Mr. Brown to sign the
transfer application on behalf of both the current permittee and the proposed permittee,
Halpern Ocean Isle, LLC.
3. Submit a new transfer application signed by Jack Halpern or Alisa Loften representing both the
current permittee corporate entity and the proposed permittee corporate entity -
This additional information is due by March 1, 2019. Since OIB Development LLC is getting their own
permit for Salt Water Palms, and there is an easement agreement in place, and they have no need of
using any of the currently approved SCM's to treat their runoff, they no longer need to be on the
161204 permit, so we do not need their signature on the permit transfer application.
Linda
From: Tim Clinkscales <[e-mail]>
Sent: Monday, February 11, 2019 1:18 PM
To: Lewis,Linda <[e-mail]>; [e-mail]
Cc: Jessica Vamvakias <[e-mail]>; [e-mail]; Hall, Christine <[e-mail]>
Subject: RE: [External] RE: SW8 161204 Ocean Isle Beach Market Place - REVISED
External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
These documents answer all 3 questions below, let me know if you have any questions
Thanks
Tim Clinkscales PE, PLS

PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.aaramounte-eng.com
From: Lewis,Linda -.±•.>
Sent: Monday, February 11, 2019 12:57 PM
To: Tim Clinkscales r�doc i;
Cc: Jessica Vamvakias < �r +lt f _ .� s "r >; _« F hi r'-o 3�� :, J Hall, Christine < ',,rig sir .r ' ' nr.ncw>
Subject: RE: [External] RE: SW8 161204 Ocean Isle Beach Market Place - REVISED
Christine is working on the Fast Track for thz. Salt Water Palms.
BLIt, ownership of the SVV8 161204 permit has to be changed. The ownership change is not affiliated
with Salt Water Parrs; but the following changes and updates to the permit need to be approved:
1. The ownership of the Publix property and OUtparcels to Halpern Ocean isle, LLC;
2. The need tc clarify that the road through the OiB Development LLC property, is within an
easement dedicated to Halpern Ocean Isle, LLC, and is maintained by Halpern Ocean Isle,
LLC;
3. Infiltration basin #2, which treats runoff from the road, is maintained by Halpern Ocean Isle"
LLC.
I haven't received the application signature information requested on January 29, 2019 yet.
Linda
From: Tim Clinkscales<teinkscalesL,Jr�,)rhio!!n:e_cna.com>
Sent: Wednesday, January 30, 2019 2:24 PM
To: Lewis,Linda <Iinda.lewis(a@r:cde,ir.g,ov>; "_+brow: rx haln;:roen�..corn
Cc: Jessica Vamvakias <.i !owenhomes:ccm>; asm�thp- loj t_r_.i��orni s.com; Hall, Christine <C ;risti.ne_H l @ncderor. c�v>
Subject: [External] RE: SW8 161204 Ocean Isle Beach Market Place - REVISED
^t lies empail. Do not. click links or open attachmenU uni— vu verify. Send allsusPicious email as an.attarhment_to
Linda
I am confused why Salt Water Palms has anything to do with Ocean Isle Market Place in regard to stormwater
permitting. We made it very clearly in our site plan from back in 2016 that this area was to be permitted separately and
that is exactly what we are doing. OIB Development bought the land directly from DWE and has no connection to
Halpern and their collection systems and stormwater boundaries do not cross. This is like any parcel that is subdivided
and each lot is responsible for their own stormwater. For the roadway that was permitted back in 16/17 time
period, Christine brought a good point that an easement did not exist for infiltration basin and such has been recorded
and sent to her. This is why the fast track permit has been in review by Christine waiting on latest comments from
December.
Thanks and please let me know besides a signature from DWE that we are good on the transfer from the Halpern
identities

Lewis,Linda
From: Lewis,Linda
Sent: Wednesday, January 30, 2019 9:53 AM
To: 'Tim Clinkscales'; [e-mail]
Cc: Jessica Vamvakias; '[e-mail]; Christine Hall ([e-mail])
Subject: FW: SW8 161204 Ocean Isle Beach Market Place - REVISED
V
In revieveing she informat )n, I see that the DWE Timber LLC Tf'act ;-larce! B on the map recorded in
MiBCD9 at Page 59-70) has been sckl. to OiB Development LLC (October 3, 2018). Since; DWE
_y ; was the �, r ��rty o4,fn� r refdrenc(,d in the S`. V8 161204 perrE pit, DWE will also need to
-igo Of on the pon oit tr aansfer application as a current fie; mitte�e / propar*y owner and 01�3
Deve!oprnent, LLC needs to sicin of as a urvpe-sed permmi tee / properiy owner.
Alternatively, the SW8 i0i204 permit can be modified to remove Parcel B and the infiltration basin
from the permit, and Developmont, LLC: can apply fo:, their oven permit which inclodcs thr-,
infiltration basin or some other S Gitable means of treating rur~off.
Linda
From: Lewis,Linda
Sent: Tuesday, January 29, 2019 4:15 PM
To: [e-mail]
Cc: 'Tim Clinkscales' <[e-mail]>; Christine Hall ([e-mail])
<[e-mail]>
Subject: SW8 161204 Ocean Isle Beach Market Place
Mr. Brown:
The Division received your request to transfer the subject permit to Halpern Ocean Isle, LLC on
December 10, 2018.
You signed the application as the manager of Halpern Enterprises, Inc., and as the president of
Halpern Ocean Isle, LLC. However, the latest annual reports filed with the NCSOS on January 25,
2019 for both corporate entities do not include you as a member or a manager or the president. In
order to accept this transfer application, please take one of the following actions:
1. Update the Company Officials listed on the annual reports to support your title as the current
manager of Halpern Enterprises, Inc. and as president of Halpern Ocean Isle, LLC.
2. Provide a letter signed by Jack Halpern or Alisa Loften authorizing you to sign the transfer
application on behalf of both the current permittee and the proposed permittee, Halpern Ocean
Isle, LLC.
3. Submit a new transfer application signed by Jack Halpern or Alisa Loften representing both the
current permittee and the proposed permittee.
Upon receipt of the requested documents, the permit will be transferred conditioned on resolving the
remaining compliance issues listed in the Division's January 10, 2019 inspection report.

1
Please provide the requested information by March 1, 2019.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
linda.I ;^pis'=,ncdenr.9nv
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
2

Lewis,Linda
From: Lewis,Linda
Sent: Tuesday, January 29, 2019 4:15 PM
To: [e-mail]
Cc: 'Tim Clinkscales'; Christine Hall ([e-mail])
Subject: SW8 161204 Ocean isle Beach Market Place
Mr. Brown:
The Division received your request to transfer the subject permit to Halpern Ocean Isle, LLC on
December 10, 2018.
You signed the application as the manager of Halpern Enterprises, Inc., and as the president of
Halpern Ocean Isle, LLC. However, the latest annual reports filed with the NCSOS on January 25,
2019 for both corporate entities do not include you as a member or a manager or the president. In
order to accept this transfer application, please take one of the following actions:
1. Update the Company Officials listed on the annual reports to support your title as the current
manager of Halpern Enterprises, Inc. and as president of Halpern Ocean Isle, LLC.
2. Provide a letter signed by Jack Halpern or Alisa Loften authorizing you to sign the transfer
application on behalf of both the current permittee and the proposed permittee, Halpern Ocean
Isle, LLC.
3. Submit a new transfer application signed by Jack Halpern or Aiisa Loften representing both the
current permittee and the proposed permittee.
Upon receipt of the requested documents, the permit will be transferred conditioned on resolving the
remaining compliance issues listed in the Division's January 10, 2019 inspection report.
Please provide the requested information by March 1, 2019.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
linda.lewis(ancdenr.gi-v
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
,'Nothing

Application Completeness Review Checklist
Project Name: ; ale_ & a Lr,<_a_ Date Deliverec to �It/IRO: v
Project Cca._;,, i.%' (Location:
BIMS Received/Accepted Date: � 'C /O
3ilvi5 Acknowledged Date:
r'u'a'c#: j201% Coastal ®2008 Coastal EI,1995 Coastal Phase II +; )' i-.
`i li - ,Universal 1988 Coastal
PE[TAit Action: New / Major Mod / Minor Mod / Renewa / Transfe l**Rr, i, Rer.­LN f:
(Permit Type: LD / LD Overall / HD &LD Combo
General Permit / Offsite / Exempt / Rescission
SCM Type(s):
Development Type: Commercial Residential / Other
Subdivided?: Subdivisio of
For New or?:-c.erred Permits [=e.,mittee @_,
Property Owner(s) L _J Developer 'Lessee ®Purchaser ®HOA
raperworK
®Supplement(s) (1 original per BMP)
Emailed Engineer on:
Exi�.:iru �errnit#: tj Lt* 1 Lei e�
La�PE Cert on File?
Offsite to SW8:
®O&M with correct/original signatures (X original per BMP except LS/VFS and swales)
73'Application with correct/original signatures
®Corp or L_%.;: Sig. Auth. per SoS or Signature Authorization letter or report
505 (within 6mo) Check#(s): 113 j 3 0No Fee
®Soils Report: w/SHWT or General Report
Calculations (signed/sealed)
Deed Restrictions, if subdivided:
**Signed & Notarized Template
Correct Template (Comm/Res & HD/LD) or Dec Covenants &
Recorded Covenants
®Recorded Plats M50% or more Lots Sold I ist
Project Narrative
F�USGS Map
Plans
®Master PE Cert on File?
;-iream Class-
i. I:SA Map ORW Map
Email Address: Design Engineer
®Email Address: Property Owner
Deed
Email Address: Lessee
®Lease Agri ement
Email Address: Purchaser
❑Purchase Agreement
Email Address: Developer
Email Address: HOA Representative
0
L- __i 2 Sets 1, l Wetlands: Delineated or No Wetlands
LiVicinity Man L I�Project Boundaries _ {�
Legend 'Layout (proposed BUA dimensions)
El
DA Maps ! Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc
®V —
Existing Conditions ii f kandscape Plan
-_
Grading ;1 11PE Seal
REVIEWER NAME: NG i ES TO REVIEWER: *Enter BIMS Acknowledged Date on this Sheet
";FOR NEW Projects -Enter New Permit # on
G�
/'Dra �t Supplements & Deed Restiction Templates.
l�ele_d r X
G:WQ\\\Reference Library\Procedures\Checklists\Completeness Review Checklis,_201S 03 13 0,,�L � lz�r►�-� •,

PARAMOUNT4E N G 1 N H E M 1 N G, I
1 2 2 CINEMA DRIVE
W I L M I N G T O N, NC 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L E T T E R O F T R A N S M I T T A T.
NOV 13 2018
To: I
NCDENR
Date
11/13/18
Wilmington Regional Office
127 Cardinal Drive Ext.
Re:
Ocean Isle Market
Wilmington, NC 28403
1
SW Permit Transfer
Attn:
Christine Hall
Pco-ect No.
I 18287.PE
e are sen Z Originals
[rhe following items: ❑ Correspondence
® Prints ❑ Shop Drawings ® Calculations
® Plans ❑ Specifications ® Other as listed below
Quantity
Date
](fig. No.
Description
1
Original and Copy Transfer Permit
1
SW Certification /Original Permit
1
Deed
i
Secretary of State Info
1
$505 check
ssue Status ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
ECIE
JAction Takes: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resu it
w
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
l�c.uJ - f%µr L
Stormwater transfer to Halpern Ocean Isle Beach, LLC
Cc.- Signed:
Tim Clinkscales,

NC DEQ Division of Energy, Mineral and Land Resources
STATE STORMWATER:
PERMIT TRANSFER APPLICATION FORM
Pursuant to 15A NCAC 02H.1045 and other applicable statues as reference within
Only complete applications packages will be accepted and reviewed. This form and the required items (with
original signatures) must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online map at: htto.Ildea.nc.aov/contact/reaional-offices.
After this application is accepted, DEMLR will conduct a compliance inspection and report any deficiencies to the
current permittee and/or the proposed permittee. Per the state stormwater rules and the state stormwater permit
conditions, the permit shall not be transferred until:
1. the current permittee resolves all non-compliance issues identified in the inspection report;
2. the current permittee negotiates a resolution with the proposed permittee (in writing and signed by both
entities. The negotiated resolution must identify the necessary actions, the responsible party(les), and the
timelines to correct the deficiencies. The site must either be found in compliance or a copy of the
negotiated resolution must be submitted prior to the transfer of the permit); or
3. in the case where a transfer falls under G. S. 143-214.7(c2) (see also SL 2011-256), the proposed
permittee resolves all non-compliance issues upon acquiring the permit.
Signature requirements for the named signing official (for current and proposed permittee) must meet the following.
• Corporation - a principal executive officer of at least the level of vice-president;
• Limited Liability Company (LLC) - the designated manager, (Documentation from the NC Secretary of
State or other official documentation must be provided that states the titles and positions held by the
person who signed the application (pursuant to 02H.1040) that shows they have legal authority to sign for
the LLC)
• Municipality - a ranking official or duly authorized employee;
• Partnership or limited partnership - the general partner;
• Sole proprietor,
• The signature of the consultant or other agent shall be accepted on this permit transfer application only if
accompanied by a letter of authorization signed by one of the signatories noted in a-e above, as
applicable.
A. GENERAL INFORMATION
1. State Stormwater Permit Number: SW8161204
2. Project name: Ocean Isle Beach Market Place
Is this an updated project name from the current permit? ❑ Yes ® No
3. Reason for the permit transfer request:
Change of Name from original permit approval
Stormwater Permit Transfer Application Form Page 1 of 7 April 27, 2018

B. PERSON(S) WHO HAVE SIGNED THIS FORM (select only one response below)
X1. Both the current and proposed permittees
❑ 2. Only the current permittee of a condominium or planned community (skip Part F & G).
In accordance with G. S. 143-214.7(c2) (see also SL 2011-256), this type of transfer is allowed only
when all of the following items can be truthfully checked.
❑ Any common areas related to the operation and maintenance of the stormwater management
system have been conveyed to the unit owners' association or owners' association in
accordance with the declaration;
❑ The declarant has conveyed at least fifty percent (50%) of the units or lots to owners other than
a declarant (provide documentation per submittal requirements below);
❑ The stormwater management system is in compliance with the stormwater permit.
NOTE: If subdivision was built prior to 1999, the Declarant's Attorney can make a determination that
the elements of the Planned Community Act (see §47F) have been met by the Declarant for the
subdivision. If the Declarant chooses to use this type of transfer, the determination must be in
writing, signed by the attorney, and submitted to DEMLR with this form.
❑ 3. Only the proposed permittee (skip Part D below).
in accordance with G. S. 143-214.7(c5) (see also SL 2013-121), this type of transfer is allowed only
when all of the following items can be truthfully checked.
❑ a. The proposed permittee is either (select one of the following):
❑ The successor -owner who holds title to the property on which the permitted activity is
occurring or will occur;
❑ The successor -owner who is the sole claimant of the right to engage in the permitted
activity.
❑ b. The current permittee is (select at least one of the following, but all that apply):
❑ A natural person who is deceased.
❑ A partnership, Limited Liability Corporation, corporation, or any other business
association that has been dissolved
❑ A person who has been lawfully and finally divested of title to the property on which the
permitted activity is occurring or will occur.
❑ A person who has sold the property on which the permitted activity is occurring or will
occur.
❑ Other (please explain):
❑ c. The proposed permittee agrees to the fallowing requirements (all must be selected):
❑ There will be no substantial change in the permitted activity.
❑ The permit holder shall comply with all terms and conditions of the permit until such
time as the permit is transferred.
❑ The successor -owner shall comply with all terms and conditions of the permit once the
permit has been transferred.
JEV+VF!'%f I,
Stormwater Permit Transfer Application Form Page 2 of 7 April 27, 2018

SUBMITTAL REQUIREMENTS
Please mark "r to confirm the items are included with this form. Please mark `X" if previously provided. If not
applicable or not available, please mark WA.:
l�r/ 1. A processing fee of five hundred and five dollars ($505.00) per G.S. 143-215.313(e)(2).
2. Two hard copies (with original signatures) and one electronic copy of this completed form and the
required items.
3. For proposed permittees that are corporations or LLC's, documentation from the NC Secretary of
State demonstrating that the proposed permittee is a legal and viable entity able to conduct
business in North Carolina.
k 4. If Part B, Items 1 or 3 of this form is selected, the signed and notarized
applicable O&M agreement(s) from the pr000sed permittee, as required by the permit.
S. Legal documentation that the property has transferred to the proposed permittee (such as a
recorded deed for the property, uncompleted development and/or common areas) or legal
documentation demonstrating that the proposed permittee is the sole claimant of the right to
engage in the permitted activity.
6. If reauired by the permit and if the project has been built, a signed, sealed and dated certification
document from a licensed professional stating that the stormwater management system has been
inspected and that it has been built and maintained in accordance with the approved plans.
7. A copy of the recorded covenants and deed restrictions, if required by the permit. If the project has
been built, documentation that the maximum allowed per lot built -upon area or the maximum
allowed total built -upon area has not been exceeded. If the project has not been built, the new
owner shall provide a signed agreement to submit final recorded deed restrictions and protective
covenants.
8. If transferring under G.S. 143-214.7162) (i.e., Part B, Item 2 of this form is selected),
documentation verifying that 50% or more of the lots have been conveyed to individuals (not
builders). Copies of the deeds of conveyance or a chart listing the lot number, lot address,
�J owner's name, conveyance date and deed book and page number are acceptable.
r 9. If transferring under G. S. 143-214.7(c5) (i.e., Part B, Item 3 of this form is selected), provide legal
documentation supporting the dissolution of the corporation or documentation supporting the
current permittee was lawfully and finally divested of title of the property.
10. A copy of the lease agreement if the proposed permittee is the lessee.
11. A copy of the pending sales agreement if the proposed permittee is the purchaser.
12. A copy of the development agreement if the proposed permittee is the developer.
Stormwater Permit transfer Application Form Page 3 of 7 April 27, 2018

D. CURRENT PERMITTEE INFORMATION AND CERTIFICATION Please be sure to provide Email.
1. Current Permit Holder's Company Name/Organization:
Halnem Entemrises.
Inc.
2. Signing Official's Name: William Brown, Jr
3. Signing Official's Title: President
4. Mailing Address: 5200 Roswell Road NE
City: Atlanta
State: Ga
ZIP: 30342
5. Street Address: same as above
City:
State:
ZIP:
6. Phone: [phone]
Email: bbrown(ahalaernent.com
I, William Brown. Jr. , the current permittee, am submitting this application for a
transfer of ownership for the above listed stormwater permit under the General Statute and Session Law identified
on Page 1 of this application. I hereby notify DEMLR of the sale or other legal transfer of the property/project
and/or the stormwater system associated with this permit. I have provided a copy of the following documents to
the proposed permittee named in this application form: (select all that apply)
® the most recent permit;
❑ the designer's certification for each SCM;
❑ any recorded deed restrictions, covenants, common areas, drainage easements or plats;
® the approved plans and/or approved as -built plans; SAME AS PERMIT
® the approved operation and maintenance agreement; SAME AS IN PERMIT
❑ past maintenance records from the previous permittee (where required);
❑ a copy of the most recent inspection report;
I further attest that this application and request for a permit transfer is accurate and complete to the best of my
knowledge. I attest that I have provided all of the required items per the law to transfer this permit. I understand
that if all required parts of this request are not completed or if all required supporting information and attachments
listed above are not included, this request package will be returned as incomplete I assign all rights and
obligations as permittee to the proposed permittee named below. I understand that this request to transfer the
permit may not be apfyoved y_the ©EMLR unless and until the facility is in compliance with the permit.
K
Signature: !� �Date:
��
I,W '�1�- , a Notary Public for the State of
f�'� aV`;' C-- , County of 4�4-401— , do hereby certify
that 1, ,�. u�-- rt . 1 Ic personally appeared before me
this�tl�p„i2 '�'— day of fJ c crrn r 20 l and acknowledge the due
instrument. Witness my hand and official seal,
}4:
expires-TX-C-f� L,(—
' 4 hM #
$Y.•
Stormwater Permit Transfer Application Form Page 4 of 7 April 27, 2018

E. PROPOSED PERMITTEE INFORMATION
1. The proposed permittee is the:
® Property owner (Also complete Part F.)
❑ Home Owners Association (HOA), Property Owners Association (POA), or Unit Owner Association
(UOA) (Also complete Part F.)
❑ Lessee - Attach a copy of the lease agreement. Both the lessee and the property owner will appear on
the permit as co permittees. If the lease is terminated, responsibility for the permit reverts to the property
owner. (Also complete Parts F & G.)
❑ Purchaser - Attach a copy of the pending sales agreement. The permit will require submission of a copy
of the recorded deed after the purchase has taken place. If the purchase agreement is cancelled the
permit reverts to the property owner. (Also complete Parts F & G.)
❑ Developer - Attach a copy of the development agreement. Both the developer and the property owner
will appear on the permit as copermittees. If the development agreement is terminated, responsibility for
the permit reverts to the property owner. (Also complete Parts F & G.)
2. Proposed permittee name (check one of the following and provide the name):
® Corporation, LLC, Partnership, Municipality name: Halpern Ocean Isle, LLC
❑ HOA 1 POA / UOA name:
❑ Sole Proprietor
3. Proposed permittee contact information:
Please be sure to provide Email.
a. Signing Official's Name: William Brown. Jr. _
b. Signing Official's Title: President
c. Mailing Address: 5200 Roswell Road
City: Sandy Springs State: Ga ZIP: 30342
d. Street Address: same
City: State: ZIP:
e. Phone: [phone] Email: bbrownO-halpernent.com
4. If there is a Management Entity that manages the property for an HOA, POA or UOA, please provide:
Please be sure to provide Email.
a. Management Company or Business name:
b. Contact Name: Title:
c. Mailing Address:
d. City: State: ZIP:
e. Phone: (_) Email:
BY.
Stormwater Permit Transfer Application Form Page 5 of 7 April 27, 2018

F. PROPOSED PERMITTEE CERTIFICATION
AI iy
1, &'" -fir .t t'• , hereby notify the DEMLR that I have acquired through sale, lease,
dpvpinnment agreement, or other legal transfer, the projectfproperty covered by the stormwater management
permit and/or the responsibility for constructing and/or operating and maintaining the permitted stormwater
management system. I acknowledge and attest that I have received a copy of: (select all that apply):
❑ the most recent permit;
❑ the designer's certification for each SCM;
❑ any recorded deed restrictions, covenants, common areas, drainage easements or plats;
❑ the approved plans and/or approved as -built plans;
❑ the approved operation and maintenance agreement;
❑ past maintenance records from the previous permittee (where required);
❑ a copy of the most recent inspection report;
® Check here If the proposed permittee agrees to be the entity responsible for addressing any compliance
issues outlined in the Compliance Inspection Report. If checked, the proposed permittee must provide a
written document statement, with a `plan of action and schedule" addressed to this office stating that they will
bring the project into compliance upon receipt of the transferred permit. This written "plan of action and
schedule" must be received by the Division betvre the Division will transfer the permit.
I have reviewed the permit, approved plans and other documents listed above, and I acknowledge that I will
comply with the terms and conditions of the permit. I will construct the project's built -upon area as shown on the
approved plans; and I will {construct), operate and maintain the approved stormwater management system
pursuant to the requirements listed in thepermit and in the operation and maintenance agreement.
f,
Signature:'`"�j Date: ,!/ Z'f
I; ���-►-a�- a�TGI , a Notary Public for the State of
County of t_hA� -,do hereby certify that t,.AZI �h- "P _ av- -7 ®k .
perk"11l"ared before me this the -Z- day of 20 IL and
execution of the forgoing instrument. Witness my hand and official seal,
L
r
My corriti 11VIon expires
1 201a
8Y:
Stormwater Permit Transfer Application Form Page 6 of 7 April 27, 2018

G. PROPERTY OWNER INFORMATION AND CERTIFICATION
Fill out this section only if the property owner is different from the proposed permittee. The permit will revert to
the property owner if the purchase agreement, development agreement or lease expires or is terminated.
Company Name/Organization:
Signing Official's Printed Name:
Signing Official's Title:
Mailing Address:
City: State: ZIP
Phone: Email:
1, , hereby certify that I currently own the property identified in
this permit transfer document and acknowledge that the Proposed Permittee listed in Part F will be purchasing the
property, developing the property on my behalf, and/or leasing the properly from me. A copy of the purchase
agreement, development agreement or the lease agreement, which names the party responsible for the
construction and/or operation and maintenance of the stormwater system, has been provided with the permit
transfer request.
I agree to notify DEMLR within 30 days if there are any changes to the purchase, developer or lease agreements
and will submit the applicable completed and signed Permit Information Update Form, or Permit Transfer
Application Form to address these changes. As the legal property owner, I acknowledge, understand, and agree
by my signature below, that the permit will revert to me and I will be responsible for complying with the DEMLR
Stormwater permit if the property purchase; lease or developer agreement/contract is cancelled or defaults. 1
understand that any individual or entity found to be in noncompliance with the provisions of the stormwater
management permit or the stormwater rules, is subject to enforcement action as set forth in NC General Statute
(NCGS) 143, Article 21.
Signature of the property owner
Date:
a Notary Public for the State of
County of , do hereby certify that
personally appeared before me this the day of
, 20 , and acknowledge the due execution of the forgoing instrument. Witness
my hand and official seal,
(Notary Seal)
Notary Signature
My commission expires
Stormwater Permit Transfer Application Form Page 7 of 7 April 27, 2018

Hall, Christine
From: Tim Clinkscales <[e-mail]>
Sent: Monday, October 01, 2018 7:12 PM
To: Hall, Christine
Cc: Weaver, Cameron
Subject: FW: [External] RE: Saltwater Palms express request
Attachments: Declaration of Easements, Restrictions--B3923-P0250.pdf
Importance:
High
a External email. Do nort- t t RhRt' r'60'06 attachments unless verified. Send all suspicious emawa� s a t chnlenT to
•,. M .-K, - :.
Christine in talking with attorney want to see if this may suffice to keep pushing the express request along
Thank
Tim Clinkscales PE. PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone] (
FAX: [phone] Ve04!
www.oaramounte-ena.com —
r�
From: Jeff Keeter <[e-mail]>
Sent: Monday, October 1, 2018 2:47 PM
To: Tim Clinkscales <[e-mail]>
Cc: Andrew Smith <asmith@loganhomes. com>; Jessica Vamvakias ([e-mail]) <[e-mail]>
Subject: RE: [External] RE: Saltwater Palms express request
Importance: High
Tim,
Has DEQ seen this Declaration of Easements? This establishes the Publix folks responsibility to maintain
stormwater ponds, roads, etc. Specifically see Sections 2.1, 2.2, 3.4 & 3.5.
Jeffrey P. Keeter
Block, Crouch, Keeter, Behm & Sayed, LLP
310 North Front Street, Suite 200
Wilmington, North Carolina 28401
Phone: [phone]
Fax: [phone]
Pursugat to the N.('. Geri. 4tat. W, :.�L-1'A. Best Pr.actieccLState Bar Rulec and in order to Protect your
funds-,, all funds in excess of S1,000.00 must be j•eceivvd by i0re to the trust account of Block, Crouch.

Keeter, Bohm & Sw%ed, LIA". PI_.I::�SI: ('ON'I :1("I' Ol'I 01' IC*E '1'O VEMFY INSTRUCTION
PRIOR TO TIZAN'S ISSION OF ANY WIRFe Y
Circular 230 Disclosure: To ensure compliance with requirements imposed by the IRS, unless specifically
indicated otherwise, any tax advice contained in this communication (including any attachments) was not
intended or written to be used, and cannot be used, for the purpose of avoiding tax related penalties or
promoting, marketing or recommending to another party any tax related matter addressed herein.
CONFIDENTIALITY STATEMENT
This email transmission contains information from the law firm of Block, Crouch, Keeter, Behm & Sayed, LLP
which may be legally privileged and confidential. It is intended only for the use of the addressee(s) shown
above. If you are not the intended recipient, you are hereby notified that any dissemination, distribution, or
copying of such information is strictly prohibited. If you have received this e-mail in error, please immediately
notify us by reply e-mail or telephone (collect call accepted). Thank you.
From: Tim Clinkscales
Sent: Monday, October 01, 2018 2:05 PM
To: Jeff Keeter < i;ee.erc_��:klawfirm.cor:»
Cc: Andrew Smith <asmitlh®r ?oganhurncs.coi-r.>: Jessica Vamvakias i< v to .anhnmes.con+>
Subject: FW: [External] RE: Saltwater Palms express request
Jeff here is the response, I believe total overkill but just trying to get this resolved
Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.r)aramounte-eng.com
From: Hall, Christine <Christine.Hal I@ ncs enr.gov>
Sent: Friday, September 7, 2018 12:17 PM
To: Tim Clinkscales<tclinkscales@paramounte-er!g:com>
Cc: Weaver, Cameron <cameron.weaverC�ncdenr.Rov>; Scott, Georgette <georeettescott>
Subject: RE: [External] RE: Saltwater Palms express request
Tim,
I talked to Georgette about this one. Before any Express meeting can be scheduled, this overlap between SW8 161204
needs to be resolved.
You say that the road and infiltration basin is the responsibility of the Publix developers, however, no evidence has been
provided yet to support that claim. The recorded map provided in your August 28' email does not show the entire
access road and does not demonstrate who has been granted that easement. Additionally, the portion of the easement
shown on that recorded document does not cover the SCM area.

In order to schedule this proposed project into Express, you will need to provide documentation supporting the claim
that the Publix developers remain responsible for the access road as well as the infiltration basin. Additionally, a second
Express request will be needed for a minor modification to SW8 161204 to approve the applicable documentation
supporting the claim that they remain responsible for these even though they no longer own the property.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
c_lr;st;ne.hall.^�c:ienr; ov
127 Cardinal Drive Ext.
Wilmington, NC 28405
'NA Al fJixul r_ CIMr:sr--•s
Smart ro .. is sobject to rile
North taafichra Public f- �r. �._ � % . <:, = nisclosed to third parries.
From: Tim Clinkscales <tclinkscalesC oaramounie-erog.com>
Sent: Friday, August 31, 2018 3:16 PM
To: Hall, Christine <[e-mail]
Cc: Weaver, Cameron <[e-mail]>
Subject: RE: [External] RE: Saltwater Palms express request
If an agreement is required, we will provide a drainage easement on the property. The impervious of the road along
with the infiltration basin is the responsibility of the Public developers and will stay that way. But you let us know what
is needed by us and will provide at the express meeting. I ask if you can schedule us at the earliest time
Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www. paramounte-eng.com
From: Hall, Christine <Christin,-.[jail (�ncderrg y>
Sent: Thursday, August 30, 2018 3:43 PM
To: Tim Clinkscales<[e-mail]>
Cc: Weaver, Cameron <can_ieron.weaver c ncdenrgo_v>
Subject: RE: [External] RE: Saltwater Palms express request

What kind of agreement? The SCM is not in an easement for drainage, maintenance, or access. Please provide
additional details.
I'm trying to ensure that your proposed project will not put SW8 161204 out of compliance.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
chnstine. ncdenr,gg?
127 Cardinal Drive Ext.
Wilmington, NC 28405
From: Tim Clinkscales [m�.ilo: iink�c.� ra:' .^r note-en.�ram]
Sent: Thursday, August 30, 2018 3:22 PM
To: Hall, Christine
Cc: Weaver, Cameron
Subject: RE: [External] RE: Saltwater Palms express request
It will remain in place, but we will have an agreement recorded as needed before the express meeting. Please confirm
that will suffice
Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com
From: Hall, Christine <[e-mail]>
Sent: Tuesday, August 28, 2018 11:44 AM
To: Tim Clinkscales<[e-mail]>
Cc: Weaver, Cameron <[e-mail]>
Subject: RE: [External] RE: Saltwater Palms express request
The easement does not cover the SCM area. Do you have anything supporting the permittee of SW8 161204 will remain
the owner of the SCM and be in charge of handing the 0&M for it?
4

Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall fncdt nr.ctoy
127 Cardinal Drive Ext.
Wilmington, NC 28405
-,o, hir.q CorrpjrC�.
E-rna6 cvrrespontlenre tin, anc, from this address rs subject to the
.NorY, Carolina pwific P,ecords La►., and may be dist7losed to flpr.!r' ies
From: Tim Clinkscales mai,-i:o:tclinkscalts c naramountf ; enx-.corn]
Sent: Tuesday, August 28, 2018 11:40 AM
To: Hall, Christine <Christine.Hall @ncdenr.gov>
Cc: Weaver, Cameron <cameron.weave [e-mail]>
Subject: [External] RE: Saltwater Palms express request
Christine
I understand a little of the confusion on things, but here is the survey map. The ingress/egress easement (Market Place
Blvd.) has been constructed and the infiltration basin as well, it is part of the shoppig centers . It will not be part of this
project therefore does not need to be updated. Our proposed ponds only handle SW from the site plan shown.
Please let me know what additional info needed to schedule
Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-enci.com
From: Hall, Christine <Christine_Hal.l &ncdenr._goy>
Sent: Tuesday, August 28, 2018 8:50 AM
To: Tim Clinkscales<tclinkscales@paramounte-en..com>
Cc: Weaver, Cameron <cameron weaver@ ncdenr.pov>
Subject: Saltwater Palms express request

Tim,
Cameron brought the express request for Saltwater Palms tome for consideration in the express program. In looking at
the request and at the adjacent permit for Ocean Isle Market Place (SW8 161204), Infiltration Basin 2 appears to now be
on the property to be subdivided and developed by OIB Development, LLC. I looked at the Brunswick County GIS
website and the SCM and the road area treated in the SCM does appear to be located in this subdivided parcel. In order
to be able to schedule Saltwater Palms into Express, you will either need to submit a second request to modify Ocean
Isle Market Place, SW8 161204, to remove the SCM and associated area from that permit or demonstrate that this area
remains with Ocean Isle Market Place.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources - State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.i:z,+ A4c�rr.r:w,
127 Cardinal Drive Ext.
Wilmington, NC 28405
l�
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EASEMENTS, COVENANTS, AND RESTRICTIONS AGREEMENT
THIS EASEMENTS, CO NANTS, AND RESTRICTIONS AGREEMENT (this
Agreement") is made this day of , 2017, by and between Halpern
Ocean Isle, LLC, a Georgia limited liability company ("Halpern") and DWE TIMBER.
LLC, a North Carolina limited liability company ("DWE").
RECITALS
The following. Recitals set out the background for and are a part of this
Agreement:
A. Halpern is the owner of fee simple title to the following parcels of land
located in Brunswick County, North Carolina: (i) the land identified as the "Shopping
Center Parcel' in the drawing attached hereto as Exhibit'A-1' and made a part hereof
(the "Shopping Center Parcel°), which Shopping Center Parcel Is more particularly
described in the legal description attached hereto as Exhibit "A-2' and made a part
hereof, (ii) the land identified as "Outparcel 1" in the drawing attached hereto as Exhibit
'B-1" and made a part hereof, which Outparcel 1 is more particularly described in the
legal description attached hereto as Exhibit 'B-2' and made a part hereof, (iii) the land
identified as 'Outparcel 2" In the drawing attached hereto as Exhibit "C-1' and made a
part hereof, which Outparcel 2 Is more particularly described in the legal description
attached hereto as Exhibit'C-2' and made a part hereof,, and (iv) the land identified as
the "Commercial Parcel" in the drawing attached hereto as Exhibit "D-1' and made a
part hereof, which Commercial Parcel is more particularly described in the legal
description attached hereto as Exhibit "D-2' and made a part hereof, and which
Commercial Parcel is the same property identified as "Phase II" on the Public Site Plan
(as defined below) (individually a 'Halpern Parcel', and collectively, the "Halpern

Illllllllll ll 111llllllllil ll Jill 11111 arend P02 Clemons is 7 PROP
Brunswick County, NC Register of Deeds page 2 of 53 '
Parcels") (Outparcel 1 and Outparcel 2 are individually, an "Outparcel" and collectively,
the "Outparcels"). "Publix Site Plan" shall mean the Site Plan attached hereto as Exhibit
"P" and made a part hereof.
B. DWE is the owner of fee simple title to the parcel of land adjacent to a
portion of the southern boundary of the Halpern Parcels identified as the "DWE Parcel"
in the drawing attached hereto as Exhibit "E-1" and made a part hereof (the "DWE
Parcel"), which DWE Parcel is more particularly described in the legal description
attached hereto as Exhibit "E-2" and made a part hereof. i
C. The Shopping Center Parcel, Outparcel 1, Outparcel 2, the Commercial
Parcel, and the DWE Parcel may be collectively referred to below as the "Property" or
the "Parcels" and may each individually be referred to as a "Parcel." In the event of the
subdivision of a Parcel from. time to time, the resulting parcels of land may be
individually referred to as a "Parcel" and collectively as part of the "Parcels". The term
Owner means a natural person or artificial entity having legal capacity (a "Person") who
from time to time holds fee simple title to any Parcel. if more than one Person holds the
fee simple title to any Parcel, all such holders, collectively, jointly and severally, shall be
the Owner of such Parcel.
D. The general physical relationship between the Parcels Is shown on the
sketch of the Property (the "Site Plan") attached hereto as Exhibit "F" and made a part
hereof.
D. The term "Permittees" shall mean, from time to time, the tenant(s) of a
Parcel and the respective employees, agents, contractors, customers, invitees and
licensees of the Owner, tenant(s) or oocupant(s) of such Parcel.
E. The term "Common Area" shall mean those portions of the Parcels that
are outside of exterior walls of buildings or other structures from time to time located on
the Parcels, and which are either unimproved, or are improved as, without limitation,
parking areas, landscaped areas, driveways, roadways, walkways, light standards,
curbing, paving, entrances, exits . and other similar exterior site improvements.
Notwithstanding anything contained in this Agreement to the contrary, as long as Publix
(as said term is hereinafter defined), its subsidiaries or affiliates has a leasehold or
ownership interest in all or any portion of the Shopping Center Parcel, the Common
Areas shall exclude (collectively, together with the Publix Storeroom, the "Pubiix
Premises'): (i) the entire sidewalk lying directly in front of the Publix building (which
building, including appurtenant vestibules, is collectively hereinafter, the 'Publix
Storeroom"), and extending from the outside face of the front wall of the Publix
Storeroom to and including the face of the curb abutting the. sidewalk, and extending the
full width of the Publix Storeroom (the "Publix Sidewalk"); (ii) the area lying outside of
but adjacent to the Publix Storeroom, within which is located certain improvements
including, without limitation, emergency walkways (to the extent exclusively serving the
Publix Storeroom), loading docks, truck pits or ramps, scissor lifts, trash compactor,
transformer, and utility meters serving the Publix Storeroom (the "Publix Service Area");
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Brunswick County. NC Register of Deeds page 3 of 53 _
and (iii) the area comprising the roof canopy and related support structures (but not the
paved areas) adjacent to the side wall of the Publix Storeroom.
F. The term "Tenant shall mean a commercial tenant that exclusively leases
ten thousand square feet (10,000 S.F.) or more of a Parcel during the term of such
tenant's lease of such Parcel (the "Tenant Lease"). For purposes of such square
footage calculation, any portion of the Common Area of a Parcel that the tenant has the
non-exclusive right to use with other tenants of such Parcel shall not be included. The
term °Tenants" shall mean each Tenant collectively. Each Tenant is deemed to be a
third party beneficiary to this Agreement during the term of its Tenant Lease. Publix
North Carolina LP, a Florida limited partnership, has entered into a lease with Halpern
for a portion of the Shopping Center Parcel (as amended from time to time, the "Publix
Lease"), and during the term of the Publix Lease, the Tenant thereunder ('Publix") shall
be deemed to be a Tenant.
G. Halpern and DWE each desires that the development upon the Property
be integrated in certain respects, and in furtherance thereof intends to establish certain
covenants and restrictions upon the -Property or portions thereof, and to establish
certain rights and easements for the benefit of various portions of the Property.
NOW, THEREFORE, Halpern and DWE agree that the Property and all portions
thereof is and shall be held, used, transferred, mortgaged, leased, sold, conveyed and
occupied subject to the terms, conditions, covenants, restrictions, rights, obligations,
duties, and easements (collectively the "Covenants and Restrictions") hereinafter set
forth.
ARTICLE 1: PROPERTY SUBJECT TO THIS AGREEMENT
The Property shall be held, used, transferred, mortgaged, sold, conveyed and
occupied subject to this Agreement The Covenants and Restrictions set out herein are
to run with the land, regardless of whether or not they are specifically mentioned in any
deeds or conveyances of Parcels or portions thereof subsequently executed. The
foregoing recitals are incorporated herein by reference.
ARTICLE 2: EASEMENTS
Section 2.1 Access Easements.
(a) Halpern hereby establishes, gives, grants, dedicates, declares, and
conveys a perpetual, non-exclusive easement for vehicular and pedestrian ingress and
egress for the benefit of all of the Parcels over the portion of Market Place Boulevard
located on the Shopping Center Parcel. For purposes hereof, such portion of Market
Place Boulevard is deemed to be that certain driveway to be located on the Shopping
Center Parcel between the southern boundary of Beach Drive and the northern
boundary of the DWE Parcel, which portion of Market Place Boulevard is more
- 3

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II IIIII II II II III I I II II II II II IIIII I III Bz3 P0253 m o45 2; 3OP
Brunswick County, NC Register of Deeds page 4 of 53
particularly described in the drawing attached hereto as Exhibit "G" and made a part
hereof.
(b) DWE hereby establishes, gives, grants, dedicates, declares, and conveys
a perpetual, non-exclusive easement for vehicular and pedestrian ingress and egress
for the benefit of the Halpern Parcels over the portion of Market Place Boulevard
located on the DWE Parcel. For purposes hereof, such portion of Market Place
Boulevard is deemed to be that certain driveway to be located on the DWE Parcel
between the northern boundary of Culpepper Road and the southern boundary of the
Shopping Center Parcel, which portion of Market Place Boulevard is more particularly
described in the drawing attached hereto as Exhibit "H" and made a part hereof. (The
portion of Market Place Boulevard located on the Shopping Center Parcel and on the
DWE Parcel are collectively deemed to be Market Place Boulevard.)
(c) Halpern hereby establishes, gives, grants, dedicates, declares, and
conveys a perpetual; non-exclusive easement for vehicular and pedestrian ingress and
egress (the "Causeway Drive Driveway Easement') for the benefit of Outparcel 1,
Outparcel 2 and the Commercial Parcel over the Causeway Drive Driveway. The
Causeway Drive Driveway is deemed to be that certain driveway to be located upon the
portion of the Shopping Center Parcel that is adjacent to the eastern boundary of
Causeway Drive, which Causeway Drive Driveway is more particularly described in the
drawing attached hereto as Exhibit "I" and made a part hereof.
(d) In addition to the easements for the use of the Market Place'Boulevard
and the Causeway Drive Driveway described in Subsections 2.1 (a), (b), and (c) above,
Halpern hereby establishes, gives, grants, dedicates, declares, and conveys for the
benefit of each Halpern Parcel over the other Halpern Parcels, a non-exclusive right and
easement for the continuous, perpetual, and unrestricted access for vehicular and
pedestrian ingress and egress, over all walkways, driveways, access ways, paved
areas, and other improvements erected or located with the Common Area upon such
other Halpern Parcels which are now or may hereafter from time to time be used for
purposes of vehicular and pedestrian ingress and egress, provided, however, that the
Owner of the burdened Halpern Parcel shall have the right at any time to replace, after,
modify, and to relocate said improvements, and that said Owner of the burdened
Halpern Parcel. shall have the right to expand any buildings or to erect additional
buildings on such ways, areas, and improvements from time to time (Nothing contained
in this Subsection 2.1 (d) permits Market Place Boulevard or the Causeway Drive
Driveway to be replaced, altered, modified, or relocated or otherwise affects the
easements created in Subsections 2.1 (a), (b), or (c) above.). Notwithstanding anything
contained In this Agreement to the contrary, this Agreement does not create any parking
rights or easements of any kind.
(e) The Owner of a Parcel encumbered by an easement described in
Subsections 2.1 (a), (b), (c), or (d) above (the access ways therein described are
hereinafter individually referred to as a "Driveway" and collectively referred to as the
"Driveways") shall have the right to dose all or any portion of a Driveway located upon
- 4 -

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Brunswick County, RC Register of Deeds page 5 of 53
its Parcel as necessary to avoid a dedication of the Driveway to the public for use or to f
temporarily discourage any unauthorized use thereof, provided, however, that such
closure shall not persist for more than one (1) day during any calendar year (unless a
longer period is required by then applicable law to accomplish the purposes stated
above) and shall not occur during the period from November 20'^ to December 25'" of
any calendar year.
Section 2.2 Drainage Easements.
Halpern hereby establishes, gives, grants, dedicates, declares and conveys a
perpetual, non-exclusive easement for the flow of storm water from the Halpern Parcels
into the Storm Water Facilities (as said term Is hereinafter defined) to be located upon
or under the Shopping Center Parcel and the Commercial Parcel (the "Storm Water
Easement"). For purposes hereof, the Storm Water Facilities are deemed to be the two
(2) detention ponds, those storm water lines, and the related facilities to be located at
approximately the locations on and under the Shopping Center Parcel and the
Commercial Parcel depicted in the drawing attached hereto as Exhibit "K" and made a
part hereof.
Section 2.3 Sanitary Sewer Easement.
(a) Halpern hereby establishes, gives, grants, dedicates, declares and
conveys a perpetual, non-exclusive easement for the flow of sanitary sewage from the
DWE Parcel, Outpercel 1, Outparcel 2, and the Commercial Parcel through the Sanitary
Sewer Facilities (as said term is hereinafter defined) to be located under the Shopping
Center Parcel. For purposes hereof, the Sanitary Sewer Facilities are the pump station,
the force main lines, and those sanitary sewer lines and related facilities to be located at
approximately the locations under the Shopping Center Parcel described in the drawing
.attached hereto as Exhibit'V and made a part hereof.
(b) The Owner of the Shopping Center Parcel may cause the Sanitary Sewer
Facilities to be publicly dedicated in whole or in part.
Section 2.4 Wier Line Easements.
Halpern and DWE each hereby establishes, gives, grants, dedicates, declares
and conveys a perpetual, exclusive easement for the flow of potable water to the
Halpern Parcels through the Water Lines to be located under the Shopping Center
Parcel and under the DWE Parcel. For purposes hereof, the Water Lines are those
water lines and related facilities to be located at approximately the locations under the
Shopping Center Parcel and under the DWE Parcel described in the drawing attached
hereto as Exhibit V' and made a part hereof.
- G -

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III I IIIIII IIII IIIIIIIIII IIIII II I III Brend M. Cl m offs �� 7,01
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Brunswick County, NC Register of Deeds page 6 of 53
Section 2.5 Additional Utility Easements.
(a) In addition to the easements described in Sections 2.2, 2.3, and 2.4,
Halpern hereby establishes, gives, grants, dedicates, declares and conveys for the
benefit of each of the Halpern Parcels (a "Benefitted Parcel"), a perpetual, non-
exclusive right and easement under those parts of the Common Areas of each of the
other Halpern Parcels (the "Burdened Parcel") for the installation, use, maintenance,
repair and replacement of water mains, storm drains, sewers, water sprinkler system
lines, telephone or electrical conduits or systems, cable, gas mains, and other utility
facilities necessary for the orderly development and operation of the Benefitted Parcel
(individually an "Additional Utility Facility" and collectively the "Additional Utility
Facilities"); provided that: (i) the rights granted pursuant to such easements shall at all
times be exercised in such a manner as not to interfere materially with the existing or
anticipated future normal operation of the Burdened Parcel or the business conducted
or anticipated in the future to be conducted therein; (ii) the exact location of any utilities
shall be subject to the prior written approval of the Owner of the Burdened Parcel, which
approval (the "Approval") shall not be unreasonably withheld, conditioned, or delayed.
The Owner of the Burdened Parcel shall deliver the Approval to the Owner of the
Benefitted Parcel in recordable form. The Approval must be recorded in the County
Records (as said term is hereinafter defined) to be effective. The Approval shall not be
binding upon a successor in title to the Burdened Parcel unless it was recorded in the
County Records before such successor acquired title to the Burdened Parcel; and (iii)
except in an emergency, the right of an Owner or a Permittee to enter upon the Parcel
of another Owner for the exercise of any right pursuant to such easements shall be
conditioned upon providing reasonable prior advance written notice to the other Owner
,as to the time and manner of entry. All such systems, structures, mains, sewers,
conduits, lines and other public utilities shall be installed and maintained below the
ground level or surface of the Burdened Parcel (except for such parts thereof that
cannot and are not intended to be placed below the surface, such as transformers and
control panels, which shall be placed in such locations as approved by the Owner of the
Burdened Parcel.).
(b) From time to time, the beneficiary of an Additional Utility Facility may
cause such Additional Utility Facility to be publicly dedicated, provided. that such
dedication is consistent with the terms of this Agreement.
Section 2.6 General Provisions relating to Utility Easements. The
easements described in Sections 2.2, 2.3, 2.4, and 2.5 are hereinafter Individually
referred to as a "Utility Easement" and are hereinafter collectively referred to as the
"Utility Easements". Without limiting anything contained in said Sections, the following
additional terms and provisions apply to the Utility Easements:
- 6 -

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IIIIIIIUIII IIIIHIIIIIIIIIIIIIIIII Bre P�ZSl @ ons=z0'PROP
9runsuick County, NC Register of Deeds page 7 of 53
(a) No building or other similar structure shall be 'constructed above the
portion of a Parcel burdened by a Utility Easement, provided, however, that the Owner
of the burdened Parcel reserves the right to improve and to use the portion of its Parcel
burdened by such Utility Easement by, without limitation, installing curbs, gutters,
pavement, and landscaping within such easement area;
(b) The Owner of the Parcel benefitted by such Utility Easement shall make a
commercially reasonable effort to minimize interference with the use and occupancy, of
the Parcel burdened by the Utility Easement, and shall promptly restore and repair any
damage that it causes to the burdened Parcel arising out of its exercise of any of its
nights or duties herein described;
(c) Except as may be expressly provided in this Agreement to the contrary,
any utility facilities installed on account of a Utility Easement shall be below ground;
(d) The Owner of a Parcel burdened by a Utility Easement may, from time to
time, at its sole cost and expense, relocate the portion of such Utility Easement located
upon its Parcel, subject to the prior written approval of the Owners of the Parcels
benefltted by such Utility Easement, which approval shall not be unreasonably withheld,
conditioned, or delayed. In the event of such relocation, the Utility Easement granted
herein for the .benefit of the other Parcel for use of such Utility Easement shall be
deemed to have been relocated to the new location of such Utility Easement, and such
Utility Easement, as amended, shall be deemed to be superior to any existing or future
mortgage, deed of trust, 'deed to secure debt, or similar security instrument
encumbering said burdened Parcel. Upon the request of an Owner of the benefitted
Parcel, the Owner of such burdened Parcel shall promptly create, sign, deliver and
record such an amendment in the County Records; and
(a) To the extent that this Agreement provides that a utility facility is to be
located "approximately" within the Utility Easement depicted In an exhibit attached to
this Agreement (i) such utility facility must be located within ten feet (10) of the
corresponding Utility Easement depicted in said exhibit, and if not located within ten
feet (10') of the Utility Easement, if such location is not inconsistent with the
development of the Property as provided in this Agreement, including, without limitation
by being .located within a budding footprint or under or within the Publix Service Area or
Publix Sidewalk or otherwise in violation of the terms hereof, then such utility facilities
may remain where constructed, and this Agreement must be amended pursuant to the
terms of Section 8.2 below to reflect the as -built location of such utility facility, and (ii)
following the initial installation of such utility facilities on any of the Halpern Parcels,
Halpern shall prepare replacement exhibits depicting the actual, 'as -built location and
dimensions of such Utility Easements, and this Agreement shall be amended pursuant
to the terms of Section 8.2 below to reflect the initial as -built location of such utility
facility. Notwithstanding anything to the contrary in this Agreement, in no event shall
any Utility Easement or utility facility be located under or within the Public Service Area
or Publix Sidewalk.
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II I I IIIII II II III III I II I II IIIIIIII III Brenda M.P025? m75 ons ?'PROP
Brunswick County, NC Register of Deeds page 8 of 53
Section 2.7 Public Utility Easements. From time to time, a public or a quasi -
public utility provider (a "Utility Provider") may require a utility easement under (or to the
extent necessary over) a Parcel in order to provide utility service to another Parcel (a
"Public Utility Easement'). Each Owner covenants and agrees to execute and to deliver
such a Public Utility Easement promptly following the request of a Utility Provider from
time to time, provided that the Public Utility Easement does not interfere materially with
the existing or anticipated future normal business operation of its Parcel or the business
conducted or anticipated in the future to be conducted therein, provided that such Public
Utility Easement has been prepared utilizing the Utility Provider's customary form, and
provided that a commercially reasonable effort has been made to incorporate into such
form typical "grantor" oriented provisions including, without limitation, provisions that
permit the Owner and the Tenant of the burdened Parcel to relocate such Public Utility
Easement, and a provision requiring the Utility Provider to restore the surface after
exercising such utility rights and requiring the Utility. Provider to seek to minimize
disruptions to the businesses being operated within the Property.
Section 2.8 Sian Easement.
Halpern establishes, gives, grants, dedicates, and conveys for the benefit of the
DWE Parcel a perpetual, exclusive easement to utilize the DWE Panel on the Beach
Drive Sign. For purposes hereof, the Beach Drive Sign is that certain sign to be erected
upon the portion of the Shopping Center Parcel near Beach Drive at approximately the
location more particularly described in the drawing attached hereto as Exhibit "N-1" and
made a part hereof, and the DWE Panel is deemed to be collectively the panels on
each side of the Beach Drive Sign labeled as "DWE Sign Panel" in the Beach Drive
Sign drawing attached hereto as Exhibit "N-2" and made a part hereof. The DWE Panel
shall only be used to identify the business being operated on the DWE Parcel, and the
DWE Panel shall be subject to the prior written approval of Publix, such approval not to
be unreasonably withheld, conditioned or delayed. Until such time as a land
disturbance permit Is issued for the development of the DWE Parcel, the Owner of the
Shopping Center Parcel may use or authorize use of the DWE Panel.
Section 2.9 Temporary Construction Easements. DWE hereby establishes,
gives, grants, dedicates, and conveys to Halpern and its contractors, temporary, .non-
exclusive easements to enter such portions of the DWE Parcel as is necessary to
construct Market Place Boulevard and such other improvements on the DWE Parcel as
Halpern may be obligated to construct pursuant to the terms of that certain
Development Agreement between Halpern and DWE being entered into
contemporaneously herewith (the "DWE Parcel Improvements"), and to construct the
Water Lines, which temporary construction easements shall terminate
contemporaneously with the completion of the construction of the DWE Parcel
Improvements and the Water Lines.
Section 2.10 General Easement. The rights and easements granted in this
Agreement are hereinafter collectively referred to as the "Easements", and the areas
encumbered by the Easements are hereinafter collectively referred to as the "Easement
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Brunswick County, NC Register of Deeds page 9 of 53
Areas". The Easements include the right of ingress and egress over, across, and upon
the Property for purposes Incidental and necessary to the exercise of the Easements,
rights, privileges, and obligations herein created, including, without limitation, the
maintenance obligations described in Article 3 and the self-help rights described in
Section 6.2. The rights and Easements herein created shall be for the benefit and
restricted solely to the Owners of the Property, and any Pemsittees of the Property, but
not for the benefit of the general public, whether as a third party beneficiary or
otherwise, except as may be expressly provided in this Agreement to the contrary.
There shall be no merger of the Easements created and reserved hereby with the fee
estate of Halpern, by reason of the fact that Halpern may own or hold the estate or
interest encumbered by such Easements and the fee estate of any of the benefitted
Property.
ARTICLE 3: MAINTENANCE
Section 3.1 Pro -Construction. Until such time as buildings and/or related
improvements are constructed on a Parcel, the Owner thereof shall maintain the Parcel
in a clean and neat condition and shall' take such measures as are necessary to control
grass, weed's, blowing dust or dirt and litter or debris.
Section 3.2 Buildings. Each Owner covenants to keep and maintain the
building(s) located from time to time on its respective Parcel in good order, condition
and repair. Once constructed, in the event of any damage to or destruction of a building
on any Parcel, the Owner of such Parcel shall, with due diligence, either (a) repair,
restore and rebuild such building to its condition prior to such damage or destruction (or
with such changes as shall not conflict with this Agreement), or (b) tear down and
remove all portions of such damaged or destroyed building then remaining, including
the debris resulting therefrom, and otherwise clean and restore the area affected by
such casualty to a level, graded condition, and thereafter maintain such area in
accordance with the terms of Section 3.1 above.
Section 3.3 Common Areas. Each Owner covenants to keep and maintain the
Common Areas located from time to time on its respective Parcel in good order,
condition and repair.
Section 3.4 Maintenance of Driveways. The Owner of each Parcel shall
maintain all Driveways located upon its Parcel in a good state of repair at its sole cost
and expense, provided that the Owner of the Shopping Center Parcel shall maintain in a
good state of repair at its sole cost and expense the entire Market Place Boulevard (the
`Market Place Boulevard Driveway Maintenance"). After a certificate of occupancy is
Issued for any portion of the DWE Parcel or the Commercial Parcel, the Owner of such
Parcel (the `Developed Parcel°) shall be obligated to reimburse the Owner of the
Shopping Center Parcel for a prorate share of the subsequent cost of the Market Place
Boulevard Driveway Maintenance, which prorate share shall be the product formed by
divining the acreage of ¢uch Dnvelnn_PA Parcel by the sum of the acreage of all of the
Developed Parcels, the Shopping Center Parcel, Outparcal 1, and Outparcel 2, which
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IIIIIIIIIIIIIII!IIIIIIIIIIIIII IIIIII -21 B39Brenda Cmo�sPROP
Brunswick County, NC Register of Deeds page le of 53
reimbursement amount shall be paid to the Owner of the Shopping Center Parcel within
thirty (30) days after the date that the Owner of the Shopping Center Parcel delivers to
the Owner of the Developed Parcel evidence of the cost of such Market Place
Boulevard Driveway Maintenance. For clarification, the "Developed Parcel' shall be
deemed to include the entire Parcel and not merely the portion of such Parcel that has
been developed.
Section 3.6 Maintenance of Storm Water Facilities.
The Owner of the Shopping Center Parcel shall maintain in a good state of repair
at its sole cost and expense the Storm Water Facilities. The Owner of each Developed
Parcel within the Commercial Parcel shall reimburse the Owner of the Shopping Center
Parcel for a prorata share of the subsequent cost to maintain the Storm Water Facilities,
which prorate share shall be the product formed by dividing the acreage of such
Developed Parcel by the sum of the acreage of all of the Developed Parcels within the
Commercial Parcel, the Shopping Center Parcel, Outparcel 1, and Outparcel 2, which
reimbursement amount shall be paid to the Owner of the Shopping Center Parcel within
thirty (30) days after the date that the Owner of the Shopping Center Parcel delivers to
the Owner of the Developed Parcel within the Commercial Parcel evidence of such
maintenance costs.
Section 3.6 Maintenance of Sanitary Sewer Facilities and Reimbursement.
Unless and until the Sanitary Sewer Facilities are publicly dedicated, the Owner of the
Shopping Center Parcel shall maintain the Sanitary Sewer Facilities in a good state of
repair at its sole cost and expense, The Owner of each Developed Parcel shall
reimburse the Owner of the Shopping Center Parcel for a prorate share of the
subsequent cost to maintain the Sanitary Sewer Facilities, which prorate, share shall be
the product formed by dividing the acreage of such Developed Parcel by the sum of the
acreage of all of the Developed Parcels, the Shopping Center Parcel, Outparcel 1, and
Outparcel 2, which reimbursement amount shall be paid within thirty (30) days after the
Owner of the Shopping Center Parcel delivers to the Owner of such Developed Parcel
evidence reasonably demonstrating the cost of such maintenance.
Section 3.7 Maintenance of Water Lines. The Owner of the Shopping Center
Parcel shall maintain the Water Lines in a good state of repair at its sole cost and
expense. The Owner of each Developed Parcel shall reimburse the Owner of the
Shopping Center Parcel for a pro rate share of the subsequent cost to maintain the
Water Lines, which pro rata share shall be the product formed by dividing the acreage
of such Developed Parcel by the sum of the acreage of the Developed Parcels, the
Shopping Center Parcel, Outparcel 1, and Outparcel 2, which reimbursement amount
shall be paid within thirty (30) days after the Owner of the Shopping Center Parcel
delivers to the Owner of such Developed Parcel evidence reasonably demonstrating the
cost of such maintenance.
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Brunswick County, NC Register of Deeds pageOn5 71 of 53
Section 3.8 Maintenance of Signs. The Owner of the Shopping Center Parcel
shall maintain the Beach Drive Sign in a good state of repair at its sole cost and
expense, provided, however, that after a land disturbance permit is issued for any
portion of the DWE Parcel, the Owner of the DWE Parcel shall reimburse the Owner of
the Shopping Center Parcel for twenty-five percent (25%) of the cost of the
maintenance of the Beach Drive Sign within thirty (30) days from the date that the
Owner of the Shopping Center Parcel delivers to the Owner of the DWE Parcel
evidence of such costs, and the Owner of the DWE Parcel shall be obligated to maintain
the DWE Panel in a good state of repair at its sole cost and expense.
Section 3.9 Maintenance of Additional Utility Facilities. Until such time as
an Additional Utility Facility is publicly dedicated, if ever, the Owner of the Benefrtted
Parcel shall maintain such Additional Utility Facility in a good state of repair at its sole
cost and expense_
Section 3.10 No Release. Nothing contained in this Article 3 is intended to
release an Owner or a Permittee from any liability or obligation arising out of its
negligence or intentional misconduct.
Section 3.11 Reimbursement of the Owner of the Shopping Center Parcel.
(a) The Owner of Outparcel 1 and Outparcel 2 shall each pay to the Owner of
the Shopping Center Parcel the amount of Three Thousand 001100 Dollars ($3,000.00)
per calendar year (the `Outparcel Reimbursement Fee") commencing on January 1,
2018, and continuing on the same day of each year thereafter to partially reimburse the
Owner of the Shopping Center Parcel for the cost of perforating its maintenance
obligations described in this Article 3.
(b) The Outparcel Reimbursement Fee shall automatically increase by fifteen
percent (15%) on January 1, 2023, and on the first day of each fifth (e) year thereafter.
ARTICLE 4: RESTRICTIONS
Section 4.1 General Restrictions. Each Parcel shall be used only for lawful
purposes in conformance with all restrictions imposed by applicable governmental laws,
ordinances, codes and regulations, and no use or operation shall be made, conducted
or permitted on or with respect to any portion of a Parcel which is prohibited by any
such law, ordinance, code or regulation. In addition, no portion of any Parcel shall be
used for the following uses: (1) any nude or semi-nude dancing establishment; (ii) any
so-called adult or X-rated bookstore or X-rated video store; (III) any so-called "head
shop" selling or displaying paraphernalia for the use of illegal drugs; (iv) any business
which principally features sexually explicit products; (v) a massage parlor, (vi) a tattoo
parlor; (vii) a body piercing facility; or (viii) an abortion clinic or any other facility in which
human abortions are performed.
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Brunswick County, NC Register of Deeds page 12 of 53
Section 4.2 Publix Restrictions.
(a) The Property may not be used in violation of any of the restrictions or
requirements in the Publix Lease that are described in Exhibit "O" attached hereto and
made a part hereof (the 'Publix Restrictions"). The Publix Restrictions shall not restrict
the use of the Property by Publix, its subsidiaries or affiliates. The Publix Restrictions
shall remain in effect as long as Publix or its subsidiaries or affiliates has a leasehold or
ownership interest in the Shopping Center Parcel, and thereafter until the Owner of the
Shopping Center Parcel, in its discretion, records an instrument in the County Records
that eliminates or modifies some or all of the Publix Restrictions.
Section 4.3 Plan Approval for Outparcels. No improvements shall be made
to or constructed upon the Outparcels (except for interior improvements that are not
visible from the exterior thereof) unless the Owner of the Shopping Center Parcel has
provided its written approval of the plans and specifications (the "Plans and
Specifications") for such improvements, which approval shall not be unreasonably
withheld, conditioned, or delayed.
ARTICLE 5: AFFIRMATIVE COVENANTS
Section 5.1 Taxes and Assessments. Each Owner shall pay all taxes,
assessments, or charges of any type levied or made by any governmental body or
agency with respect to its Parcel.
ARTICLE 6• REMEDIES AND ENFORCEMENT
6.1 All Legal and Equitable Remedies Available. In the event of a breach
or threatened breach by any Owner or its Permittees of any of the terms, covenants,
restrictions or conditions hereof, the other Owners and Tenants shall be entitled
forthwith to full and adequate relief by injunction and/or all such other available legal
and equitable remedies from the consequences of such breach, including payment of
any amounts due and/or specific performance. Each Tenant shall have the right, but
not the obligation, to enforce this Agreement on behalf of its Owner and/or to cure a
breach or default hereunder by its Owner, which enforcement or cure shall be accepted
by the other Owner(s) as if effected by its Owner of such Parcel.
6.2 Self -Help. In addition to all other remedies available at law or in equity,
upon the failure of a defaulting Owner to cure a breach of this Agreement within thirty
(30) days following written notice thereof by an Owner or a Tenant (unless, with respect
to any such breach the nature of which cannot reasonably be cured within such 30-day
period, the defaulting Owner commences such cure within such 30-day period and
thereafter diligently prosecutes such cure to completion), any Tenant or any Owner shall
havethe right to perform such obligation contained in this Agreement on behalf of such
defaulting Owner and be reimbursed by such defaulting Owner upon demand for the
reasonable costs thereof together with interest at the prime rate charged from time to
time by Bank of America (its successors or assigns), plus two percent (2%) (not to
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Brunswick County, NC Register of Deeds page 13 of 53
exceed the maximum rate of interest allowed by law). Notwithstanding the foregoing, in
the event of (1) an emergency, and/or (11) blockage or material impairment of the
easement rights, an Owner or Tenant may immediately cure the same and be
reimbursed by the other Owner upon demand for the reasonable cost thereof together
With interest at the prime rate, plus two percent (2%), as above described.
6.3 Lien Rights. ' Any claim for reimbursement, including interest as
aforesaid, and all costs and expenses Including reasonable attorney's fees actually
incurred awarded to any Owner (or to a Tenant in connection with the exercise of its
rights set forth in paragraphs 6.1 and/or 6.2 above) in enforcing any payment in any suit
or proceeding under this Agreement shall be assessed against the defaulting Owner in
favor of the prevailing party and shall constitute a lien (the "Assessment Lien") against
'the Parcel of the defaulting Owner until paid, effective upon the recording of a notice of
lien with respect thereto in the County Records, provided, however, that any such
Assessment Lien shall be subject and subordinate to (i) liens for taxes and other public
charges which by applicable law are expressly made superior, (ii) all liens recorded in j
the County Records, prior to the date of recordation of said notice of lien, and (iii) all
leases entered into, whether or not recorded, prior to the date of recordation of said
notice of lien. All liens recorded subsequent to the recordation of the notice of lien �-
described herein shall be junior and subordinate to the Assessment Lien. Upon the
curing by the defaulting Owner of any default for which a notice of lien was recorded,
the party recording same shall record an appropriate release of such notice of lien and
Assessment Lien.
6.4 Remedies Cumulative. The remedies specified herein shall be
cumulative and in addition to all other remedies permitted at law or in equity.
. 6.5 No Termination For Breach. Notwithstanding the foregoing' to the
contrary, no breach hereunder shall entitle any Owner to cancel, rescind, or otherwise
terminate this Agreement. No breach hereunder shall defeat or render invalid the lien of
any mortgage or deed of trust upon any Parcel made in good faith for value, but the
Covenants and Restrictions hereof shall be binding upon and effective against any
Owner of such Parcel covered hereby whose title thereto is acquired by foreclosure,
trustee's sale, or otherwise.
6.6 Irreparable Harm. In the event of a violation or threat thereof of any of
the provisions of this Agreement, each Owner agrees that such violation or threat
thereof shall cause the nondefaulting Owner and/or its Tenants to suffer irreparable
harm and such nondefaulting Owner and its Tenants shall have no adequate remedy at
law. As a result, in the event of a violation or threat thereof of any of the provisions of
this Agreement, the nondefaulting Owner and its Tenants in addition to all remedies
available at law or otherwise under this Agreement, shall be entitled to injunctive or
other equitable relief to enjoin a violation or threat thereof of this Agreement.
6.7 Owner Obligation. In the event of a transfer of fee simple title to a
Parcel, the transferor, as to.the Parcel transferred, shall cease to be liable and shall
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IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Brend M. C1 o�s:2, DROP
Brunswick County, NC Register of Deeds page 14 of 53
automatically be released from any and all liability for the performance or observance of
any agreements or conditions on its part to be performed or observed hereunder
accruing from and after the time of such transfer, it being understood and agreed that
the obligations and liabilities set forth herein shall be personally binding upon the
Owners only to the extent that they arise while such Owners own fee simple title to the
Parcel giving rise to such obligation or liability. From and after each transfer, the
transferee shall be liable for the performance and observance of this Agreement as to
the Parcel conveyed to such transferee.
ARTICLE 7: TERM
7.1 Term. The Covenants and Restrictions contained in this Agreement shall
be effective commencing on the date of recordation of this Agreement in the County
Records, shall remain in full force and effect thereafter in perpetuity and shall constitute
covenants running with, and shall be appurtenant to, the Property, unless this
Agreement is modified, amended, canceled or terminated by the written consent of all
then record Owners of the Property and Publix in accordance with Paragraph 8.2
hereof.
ARTICLE 8: MISCELLANEOUS
8.1 Attorneys' Fees. In the event a party (or a Tenant) institutes any legal
action or proceeding for the enforcement of any right or obligation herein contained, the
prevailing party after a final adjudication shall be entitled to recover its costs and
reasonable attorneys' fees actually incurred in the preparation and prosecution of such
action or proceeding.
8.2 Amendment.
(a) The parties agree that the provisions of this Agreement may be modified
or amended, in whole or in part, or terminated, only by the written consent of all record
Owners of the Property and their Tenants evidenced by a document that has been fully
executed and acknowledged by all such record Owners and their Tenants and recorded
in the. County Records.
(b) Notwithstanding anything contained in this Section 8.2 or elsewhere in this
Agreement to the contrary, but subject to Section 8.2(d) below, in the event that a
modification or an amendment to this Agreement does not affect a particular Parcel by
further encumbering such Parcel, by increasing the obligations arising out of such
Parcel or on the Tenant of such Panel, or by decreasing the rights inuring to such
Parcel or the Tenant of such Parcel, then this Agreement may be modified or amended
without the consent of the Owner or of the Tenant of such Parcel and without the
consent of the holder of any first in priority mortgage encumbering such Parcel, Without
limiting the generality of the foregoing, it Is expected that the Commercial Parcel shall
be subdivided from time to time, and that the Owners of the resulting Parcels, with the
consent of their Tenants and the holder of any first priority mortgage encumbering the
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Brunswick County, NC Register of Deeds page IS of 53
resulting Parcels, may modify and amend this Agreement to revise the Site Plan to
depict the resulting Parcels and/or to create rights and obligations between such
resulting Parcels that. do not affect the other Parcels. The Owners of the resulting
Parcels within the Commercial Parcel may so amend and modify this Agreement
without the consent, approval or joinder of the Owner or the Tenant of the other Parcels
and without the consent of the holder of any first in priority mortgage encumbering the F
other Parcels, provided that such modification or amendment does not further encumber
the other Parcels, increase the obligations of the other Parcels or the Tenant of the
other Parcels, or decrease the rights of the other Parcels or the Tenant of the other h
Parcels. I
(c) The Owner of the Shopping Center Parcel shall have the right and power,
acting unilaterally, to make technical amendments to this Agreement for the purpose of
correcting scrivener's or other errors herein. Each Owner, by accepting a deed to any
portion of the Property, appoints the Owner of the Shopping Center Parcel as its agent
and attorney -in -fact for the purpose of executing and recording any such technical
amendments, which power of attorney shall be coupled with an interest and is
irrevocable.
(d) Anything to the contrary contained herein notwithstanding, until such time
as either the Public Lease has terminated or Publix or any of its affiliates no longer own
any portion of the Shopping Center Parcel, (i) this Agreement may be abrogated,
modified, rescinded or amended in whole or in part only with the consent of Publix,
which consent may be withheld in Publ'uc's sole and absolute discretion; and (H) Publix i
shall have the right to unilaterally waive or release, by a written instrument in recordable
form, any of the covenants, restrictions and/or exclusive rights set forth in Exhibit "0"
attached hereto.
8.3 Consents. Wherever in this Agreement the consent or approval of an j
Owner or a Tenant is required, unless otherwise expressly provided herein, such
consent or approval shall not be unreasonably withheld, conditioned, or delayed. Any
request for consent or approval shall: (a) be in writing; (b) specify the section hereof
which requires that such notice be given or that such consent or approval be obtained;
and (c) be accompanied by such background data as is reasonably necessary to make
an informed decision thereon. The consent of an Owner or a Tenant under this
Agreement, to be effective, must be given, denied or conditioned expressly and in
writing.
8.4 No Waiver. No waiver of any default of any obligation by any party
hereto shall be implied from any omission by the other party to take any action with
respect to such default.
. 8.5 No Anoncv. Nothing in this Agreement shall be deemed or construed by
either party or by any third person to create the relationship of principal and agent or of
limited or general partners or of joint venturers or of any other association between the
parties.
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IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Brenda ?�z l offs-�� BROP
Brunswick County, NC Register of Deeds page 16 of 53
8.6 Covenants to Run with Land. It is intended that each of the Covenants
and Restrictions set forth herein shall run with the land and create equitable servitudes
in favor of the real property benefitted thereby, shall bind every person having any fee,
leasehold or other interest therein and shall inure to the benefit of the respective parties
and their successors, assigns, heirs, and personal representatives.
8.7 Grantee's Acceptance. The grantee of any Parcel or any portion
thereof, by acceptance of a deed conveying title thereto or the execution of a contract
for the purchase thereof, whether from an original party or from a subsequent Owner of
such Parcel, shall accept such deed or contract upon and subject to each and all of the
Covenants and Restrictions contained herein. By such acceptance, any such grantee
shall for himself and his successors, assigns, heirs, and personal representatives,
covenant, consent, and agree to and with the other party, to keep, observe, comply
with, and perform the obligations and agreements set forth herein with respect to the
property so acquired by such grantee.
8.8 Separability. Each provision of this Agreement and the application
thereof to the Property are hereby declared to be independent of and severable from
the remainder of this Agreement. If any provision contained herein shall be held to be
invalid or to be unenforceable or not to run with the land, such holding shall not affect
the validity or enforceability of the remainder of this Agreement. In the event the validity
or enforceability of any provision of this Agreement is held to be dependent upon the
existence of a specific legal description, the parties agree to promptly cause such legal
description to be prepared. Ownership of multiple Parcels by the same Person shall not
terminate this Agreement nor in any manner affect or impair the validity or enforceability
of this Agreement.
8.9 Time of Essence. Time is of the essence in this Agreement.
8.10 EntireAgreement. This Agreement contains the complete understanding
and agreement of the parties hereto with respect to all matters referred to herein, and all
prior representations, negotiations, and understandings are superseded hereby.
8.11 Notices. Notices or other communication hereunder shall be in writing
and shall be sent certified or registered mail, return receipt requested, or by other
national overnight courier company, or personal delivery. Notice shall be deemed given
upon receipt or refusal to accept delivery. Each party and each Tenant may change
from time to time its respective address for notice hereunder by like notice to the other
Owners and Tenants. Unless and until changed as aforesaid and except as set forth
below, the notice address of each Owner shall be the billing addresses for each Owner
as shown in the tax records of the County where the Property is located. For purposes
hereof, until changed as hereinabove provided, all notices shall be given to the following
addresses:
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Brunswick County, NC Register of Deeds page 17 of 53
Halpern: Halpern Ocean Isle, LLC
5200 Roswell Road
'Atlanta, Georgia 30342
Attn: William D. Brown, Jr.
DWE: DWE Timber, LLC
2618 New Village Way
Wilmington, North Carolina 28405
Attn: DeCarol Williamson
Publix: Publix North Carolina LP
c/o Publix Super Markets, Inc.
Corporate Office
3300 Publix Corporate Parkway
Lakeland, Florida 33811-3002
PO Box 407
Lakeland, Florida 33802-0407
With a copy to: Publix Super Markets, Inc.
Managing Real Estate Attorney
3300 Publix Corporate Parkway
Lakeland, Florida 33811-3002
8.12 Governina Law. The laws of the State in which the Parcels are located
shall govern the interpretation, validity, performance, and enforcement of this
Agreement.
8.13 F_stowel Certificates. Each Owner, within twenty (20) days of its receipt
of a written request from the other Owner(s) or its Tenant shall from time to time provide
the requesting Owner or its Tenant a certificate binding upon such Owner stating: (a) to
the best of such Owner's knowledge, whether any party to this Agreement is in default
or violation of this Agreement and if so identifying such default or violation; and (b) that
this Agreement is in full force and effect and identifying any amendments to the
Agreement as of the date of such certificate.
8.14 Bankruotcv. 1n the event of any bankruptcy affecting any Owner or
occupant of any Parcel, the parties agree that this Agreement shall, to the maximum
extent permitted by law, be considered an agreement that runs with the land and that is
not rejectable, in whole or in part, by the bankrupt person or entity.
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75.47:2�.001 �'
Brunswick County, NC Register of Deeds .,. Ins PROP
page 18 of 53
8.15 Force Maieure. The obligations of the Owners to timely perform the work
described in this Agreement shall be subject to delays caused by strike, war, act of God,
and other causes beyond their reasonable control, provided, however, that in no event
shall such delay be excused for more than three (3) months.
8.16 Interpretation. Unless the context expressly requires otherwise: (i) use of
the singular includes the plural and vice versa; (H) the use of one gender includes all
genders; (iii) the use of the terms "including" or "include" is without limitation; and (iv)
the words "must," "should" and "will" have the same legal effect as the word "shall".
This Agreement should be interpreted, construed, applied and enforced in a reasonable,
practical manner to effectuate its purpose of protecting and enhancing the value,
marketability, and economic utilization of the Property by providing for the sharing of
certain facilities among certain of the Parcels. The various headings used in this
Agreement are for indexing and organizational purposes only and are not to be used to
interpret, construe or apply any of the terms or provisions of this Agreement.
8.17 Not a Public Dedication. Nothing herein contained shall be deemed to
be a gift or dedication of any portion of the Property to the general public or for the
general public or for any public purposes whatsoever, it being the intention of the
Owners that this Agreement shall be strictly limited to and for the purposes herein
expressed.
8.18 Privity of Contract andlor Estate. This Agreement shall create privity of
contract and/or estate with and among all grantees of all or any portion of any Parcel,
their respective heirs, personal representatives, successors and assigns.
8.19 Indemnity. Each Owner shall indemnify and hold harmless the other
Owners from and against all claims, liabilities, and expenses (including reasonable
attorneys' fees) relating to accidents, injuries, losses, damages, materialman's liens, of
or to any person or property arising from or in any manner relating to the use by such
indemnifying Owner or by .the Permittees of its Parcel of any Easement granted
hereunder, except as may result from the negligence or intentional misconduct of the
party being indemnified or the Permittees of its Parcel.
8.20 County Records. For purposes hereof, the term County Records is
deemed to be the real estate records of the county where the Property is located.
8.21 Riahts of Publix. Anything to the contrary contained herein
notwithstanding, until such time as either the Publix Lease has terminated or Publix or
any of its affiliates no longer own any portion of the Shopping Center Parcel, Publix
shall have the right, but not the obligation, to enforce this Agreement, and to avail itself
of the remedies provided herein or otherwise at law or in equity for violation hereof, to
the same extent as the Owner -of the Shopping Center Parcel. The rights of Public
pursuant to this Agreement are intended to be in addition to the rights of Publix under
the Publix Lease, and nothing in this Agreement shall be construed as reducing,
diminishing, replacing or any way modifying the rights of Publix under the Publix Lease.
- 18 -

Il i I If I II U IIIII I I I I II II N Ill II(li 111
B3923 P0168 06-22-20,7
BrendadM, 47 21.007
Brunswick County, NC Register os Clemmons15;
f DeePROP
page 19 of 53
Notwithstanding any provisions of this Agreement to the contrary, to the extent of any
inconsistency or conflict between this Agreement and the Publix Lease, the Publix
Lease shall control and govem with respect to the parties to the Publix Lease only.
Additionally, any terms or provisions of this Agreement that state that they are only
effective so long as the Publix Lease is in effect or has not expired or terminated, or
state that they expire upon expiration or termination of the Publix Lease, including, but
not limited to, the first sentence of this Section 8.21, shall remain in full force and effect
if the expiration or earlier termination of the Publix Lease is due to Publix or any of its
affiliates acquiring fee title to all or any portion of the Shopping Center Parcel.
[PAGE INTENTIONALLY LEFT BLANK —SIGNATURES ON NEXT PAGE]
MAHalpem Development Co\Ooesn IskAECR1ECR bladAne 061217 without exhibits.docx
- 19 -

Il I I III II II IIIII 47IIIIIIIIII IIII IIIIIII B3923 P0269m 21.
f PROPBrunswick County, NC Register oDeeds page 20of 53
Executed and sealed as of the day and year first above written.
HALPERN:
Halpern Ocean Isle, LLC,
a Georg im' d li i 'ty company
.,
//�� William D. Bro Jr., Its Manager
State of `�) °IG1 County City ofLt,P�UN
I, the undersigned Notary Public of the own r City of To'T A) and
State aforesaid, certify that William D. Jr. personally came before me this day
and acknowledged that he is the Manager of Halpern Ocean Isle, LLC, a Georgia
limited liability company, that by authority duly given and as the act of such entity, he
signed the foregoing instrument in its name on its behalf as its act and deed. Witness
my hand and Notarial stamp or seal, this �f S day of
201 .
Notary Public
Notary's Printed or Typed Name
My Commission Expires: a9
(Affix Seal)
-- 20 -

.a�:•�r.�:..:,,wr:�16lFa-ai':'°"'r+islx.�'es:�c:r".r:. fell—.r1_-y�y;�s�._rs� _ �*:+�.
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 83923Brenda M. C em ors zQ1 RO
Brunswick County, NC Register of Deeds page 21 of 53
DWE:
DWE TIMBER, LLC, a North Carolina
limited H bill company
By-
QUO
Its:
Q O
State of 100A Vt - County or City of � C�v
I, the undersigned Notary Public of the Co ► or City of �AOW and
State aforesaid, certify that �' �N 1 1 $01� personally came before
me this day and acknowledged that he is the Manager of
DWE Timber, LLC, a North Carolina limited liability company, and that by authority duly
given and as the act of such entity, he signed the foregoing instrument in its name n its
behal as its act and deed. Witness my hand and Notarial stamp or seal, this ay
of2017.
Notary Public
Notary's Printed or Typed Name
My Commission Expires: a0�- 1
(Affix Seal)
- 21 -
NOTq,9j,
'USLIC

�;:..... • �•es.. s..r �-� .ram ..c.-{.':;:.:.... ' ., . .. _... �... r., r �..... -.. .._ ..._.__...,.. ...__.._ —
Jill III Jill 11111111111111111111111111 j#; P02Clemn
71 i4 . Z° PROP 1
Brunswick County, NC Register of Deeds page 22 of 53
LIST OF EXHIBITS
Exhibit "A-1" -
Letter size sketch that depicts the Shopping Center
Parcel
Exhibit "A-2" -
Metes and bounds legal description of the Shopping
Center Parcel
Exhibit "B-1"
- Letter size sketch that depicts Outpamel 1
Exhibit "B-2"
- Metes and bounds legal description of Outparcel 1
Exhibit "C-1"
- Letter size sketch that depicts Outparcel 2
Exhibit "C-2"
- Metes and bounds legal description of Outparcel 2
Exhibit "D-1"
- Letter size sketch that depicts the Commercial Parcel
Exhibit "D-2"
- Metes and bounds legal description of the Commercial
Parcel
Exhibit "E-1"
- Letter size sketch that depicts the DWE Parcel
Exhibit "E-2"
- Metes and bounds legal description of the DWE Parcel
Exhibit "F"
Letter size copy of the Site Plan showing and labeling
the Shopping Center Parcel, Outparcel 1, Outparcel 2,
the Commercial Parcel, and the DWE Parcel
Exhibit "G"
- Letter size drawing that depicts the portion of Market
Place Boulevard to be located on the Shopping Center
Parcel
Exhibit "H"
- Letter size drawing that depicts the portion of Market
Place Boulevard to be located on the DWE Parcel
Exhibit "I"
- Letter size drawing that depicts the location of the
Causeway Drive Driveway to be located on the Shopping
Center Parcel
Exhibit "J"
- Intentionally Deleted
Exhibit "K"
- Letter size drawing that depicts the Storm Water
Facilities to be located upon the Shopping Center Parcel
and the Commercial Parcel
Exhibit "U'
- Letter size drawing that depicts the Sanitary Sewer
Facilities to be located under the Shopping Center
Parcel
Exhibit "M"
- Letter size drawing that depicts the Water Lines to be
located under the Shopping Center Parcel and the DWE
Parcel
Exhibit "N-1" - Letter size drawing that depicts the location of the
Beach Drive Sign on the Shopping Center Parcel
Exhibit "N-2" - Letter size drawing that depicts the design of the Beach
Drive Sign, including a depiction of the DWE Panel
Exhibit "0" - Use Restrictions and Requirements
Exhibit "P" - Publix Site Plan
m:lhalpem development coWcean isleWmAecr black -line 06_12_17 without exh1b9s.docx
- 22 -

s � II I I I IIIII II III I I I I II II f Inl l l l 11 III B3 �72 moos 22017
1 .001
Brunswick County, NC Register of Deeds page 23 of 53
CAUSEWAY DRIVE / 8.R. 904
fl;� �T-i
SHOPPING CENTER - m
PARCEL m
638,474 SO. FT. t f
14.680 Acres
I i lA ffi /A
g�
ins,®n�w�:ypl.N4�m 014matot
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EXHIBIT A-1
THIS MAP IS NOT A CERTIFIED SURVEY
AND HAS NOT BEEN REVIEWED BY A
LOCAL GOVERNMENT AGENCY FOR
LAND DEVELOPMENT REGULATIONS.

�` ` - - �` " 55 � " II IIIII IIII IIII I I I I IIIII I IIIIII I II III 83923 P02�3 m 427 21, 001PROy
Brunswick County, NC Register of Deeds page 24 ansof 53
Exhibit A-2
Shopping Center Parcel
Ocean isle
Brunswick County, NC
Being all of that tract or parcel of land located In Shallotte Township, Town of Ocean Isle,
Brunswick County, State of North Carolina being a portion of Parcel A as shown on that
certain plat recorded In Map Cabinet 99, Page 69 In Brunswick County Register of Deeds. Said
parcel of land being more particular described as follows:
Commencing at an Iron rod'set In the Western boundary of said Parcel A, being the lands of
OWE Timber, LLC recorded In Deed Book 3840, Page 507, Brunswick County Register of
Deeds; and being on the Southern right of way line of Beach Drive (SR#179);
Thence a" the northern boundary said Parcel A; North 54038'11" East a distance of 138.49' to a
computed point, being the True Point of Beginning;
Thence along the northern boundary said Parcel A; North 54038'11" East a distance of 466.64' to a
computed point;
Thence with a curve to the left having a radius of 30.00 feet with an arc length of 46.99 feet and a
delta of 89044'22"; to a point;.
Thence South 35006'11" East a distance of 303.57 feet to a point;
Thence North 55009'34" East a distance of 343.38 feet to a point;
Thence along a curve to the left having a radius of 62.00 feet with an arc length of 49.14
feet and a delta of 45"24'27"; to a point;
Thence South 80°14'53" East a distance of 30.00 feet to a point;
Thence North 79056150' East a distance of 247.94 feet to an Iron rod set on the Eastern
boundary of said Parcel A and the western boundary of Map Book K, Page 266, in Brunswick
County Register of Deeds;
Thence turning and running South 10"03'10" East a distance of 584.50 feet to an Iron rod set
on the Eastern boundary of said Parcel A and the western boundary of Map Book K, Page
266, in Brunswick County Register of Deeds;
Thence along the Southern Boundary of Parcel A also being the Northern boundary of
Parcel B as shown on that certain plat recorded in Map Cabinet 99 at Page 69 in Brunswick
County Register of Deeds; the following Eighteen (18) courses:
North 72055'27" West a distance of 172,47' to a Point;
North 59038'1S" West a distance of 102.34' to a Point;
North 16949,49" West a distance of 29.48' to a Point;
North 49035'34" East a distance of 26.79' to a Point;
North 07"00'29" East a distance of 33.14' to a Point;

II I l NI II II III II I I I I II II I IIIIII I I III Brenda3 P@2j mmo Za'PROP
@runrwack County, NC Register of Deeds page 25 of 53
North 00018'19" West a distance of 37.86' to a Point; �
North 07"23143" East a distance of 37.73' to a Point;
North 89"01149' Wet a distance of 14.44' to a Point;
South 24*11'05" West a distance of 118.01' to a Point;
North 4203648" West a distance of 9.03' to a Point;
North 11"16'02' West a distance of 34.62' to a Point;
South 8804971" West a distance of 2.94' to a Point;
South 140=71 West a distance of 47.59' to a Point;
North 77"13113" West a distance of 82.21' to a Point;
South 4193637' West a distance of 95.50' to a Point;
South 53008'35' West a distance of 92.49' to a Point;
South 36001'23' East a distance of 39.47' to a Point;
South 57030'40' West a distance of 279.51' to an Iron set on the eastern right of way line of
Charles Street (SR# 1868) and in the centerline of Old Field Branch;
Thence with the centerline of said Branch, the northern boundary of Map Book 6, Page 81,
In Brunswick County Register of Deeds and the southern boundary of Parcel A to an Iron
rod set In the branch centerline being the southeast corner of outparcel 1. The
mathematical tie lines for this boundary being the following three courses;
South 62024'56' West a distance of 77.89' to a point being a comer of tract 9 and shown on
Map Book 3, Page 105, in Brunswkk County Register of Deeds;
Thence South 68026'50" West a distance of 186.12' to a point;
Thence, South 4602U'29' West a distance of 71.64' to a point In the centerline of said branch being the
southeast comer of Out parcel 1;
Thence along the eastern sine of said Out parcel 1, North 11033'18" West a distance of 101.911to
a point;
Thence along the north eastern line of said Out parcel 1, North 6P13'45" West a distance of
27.28'to a point;
Thence along the northern line of said Out Parcel 1, along a save to the left having a radius of 120,00
feet with an arc length of 76.36 feet and a delta of 3602733"; to a point
Thence South 78618742" West a distance of 345.22 feet to an Iron rod found on the eastern right of way
Of Causeway Drive (SR# 904);
Thence with said right of way of Causeway Drive (SR*904) North 10036'49" West a distance
of 75.04 feet to a point; Thence along the boundary of BobbyRayWilliamson recorded in
Deed Book 2954, Page 494, In Brunswick County Register of Deeds North 78'1B'42' East a
i
i

Q�% _:�
.F f IIIIII IIIII INI I I IIIIIII1IIII11I llB3923dP0275e.5 4. 20 fPR0P
rmfr-?ap?c�,¢, ,•; _ ".st;?f':'�:.'3'Y+fw 5:47 21 001 1
Registerpg 6ef 53
�I 1
distance Of 250,53' to an Iron rod set on the western boundary of Parcel A as shown In Map
Book 99, Page 69, In Brunswick County Register of Deeds;
i
Thence North 10054'59" West a distance of 164.87 feet to a point being the
southeast corner of Out parcel 2;
Thence along the southern Ilne of Out parcel 2, North 55109'34" East a distance of
204.52 feet to a point;
Thence along a curve to the left having a radius of 19.00 feet with an arc length of 29.85 feet
and a delta of 9(iOWDD"; to a point along the eastern line of Out parcel 2;
Thence North 34050131' West a distance of 173.94 feet to a point, which Is the Point of
Beginning, having an area of 639,474 Square Feet or 14.680 Acres, more or less; i

IIIllllilllIIINN1111111IIIIIIIIIII B393 PM. 0276 o�=
Brunswick County, NC Register of Deeds page 27 of 53
,
1 f
,
, I
i I
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N tvn'sY • 6 Y41' 1
---- Isom, I1K Io mW aF
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OUT PARCEL?
AREA= 29,999±SF
0.689±AC
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a CENTER
---------
OUNT
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EXHIBIT B-1
mc"�urcVW.W.; ,2WC Ca-m- nn
NCLbv,el4 Gaf6
M CA
M Ne IMM.Pfi
THIS MAP IS NUI A
AND -HAS NOT BEEN REV I) W Gli it x A
LOCAL GOVERNMENT AGENCY FOR
LAND DEVELOPMENT REGULATIONS.

-
'3'.�'wr.'o-a.:Y���'?: --. s;G{r}vi;?Y•.:L:J_.aoR�""s"i%f`�?�'v'�!" 06-22-2V7
IIIIIIINIIIIIII IIIIIIIIIIIIIIIIIIIII Brenda P02Z morons 21 PROP
Brunswick County, NC Register of Deeds page 28 of 53
EXHIBIT B-2
Outparcel 1
Ocean Isle
Brunswick County, NC
Being all of that tract or parcel of land located in Shallotte Township, Town of
Ocean Isle, Brunswick County, State of North Carolina being a portion of Parcel A
as shown on that certain plat recorded in Map Cabinet 99 at Page 69 In Brunswick
County Register of Deeds. Said, parcel of land being more particular described as
follows:
Point of Beginning being S 08'47'4r E a Distance of 450.13' from iron rod set In the Western
boundary of said Parcel A, being the lands of DWE Timber, LLC recorded in Deed Book 3840
at Page 507, in Brunswick County Register of Deeds; and being on the Southern right of way
line of Beach Drive (SR#179); Also known as the Point of Commencement.
Thence N 78'18'42' E a Distance of 210.96' to a computed point;
Thence With a Curve Turning To The Right With an Arc Length of 76.36', With a Radius of
120.001, With a delta of 36'27'33", to a computed point;
Thence S 65'13'45' E a Distance of 27.28' to a computed point;
Thence S 11'33'18' E a Distance of 102.92'to a computed point on the centerline of a
branch. Said boundary thence following the centerline westerly 207.14 feet more or less to
an Iron rod set. The centerline being mathematically computed with the following two (2)
calls;
Thence 5 79°45'57' W a Distance of 66.92to a computed point in the branch centerline;
Thence S 74'06'09' W a Distance of 140.22'to an iron rod set;
Thence N 1D'37'57' W a Distance of 150.23' to a computed point;
Which Is the Point of Beginning Having an Area of 29,999 Sq. Ft. or 0.689 Acres, more or less.

-22-201-1
T027 15:47 21.001 C 1� Mon PROP
Brunsulck County, NC Register of Deeds pagem 29saf 53
EXISTING DRIVEWAY 1\\ \1\ \
N I Cr5W59' W 2D9.69'
. . .. . .. . .. ... .
vp.
OUT PARCEL 2 cD
AREA= 34,704:tSF
%0,7971AC
L.29'85'
R-19,00.
-90,00,00.
SHOPPING
CENTER
A00
PAIMMO-UNTE
EXHIBIT C-1
NcLi—vfficav wee Isn�.re
THIS MAP IS NOT A CERTIFIED SURVEY
AND HAS NOT BEEN REVIEWED BY A
LOCAL GOVERNMENT AGENCY FOR
LAND DEVELOPMENT REGULATIONS.

-—_......_................
IIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIII Brend ?a2 l m offs 2°'PROP
Brunswick County, NC Register of Deeds page 30 of 53 ,
EXH IBIT C-2
Outparcel 2
Ocean Isle
Brunswick County, NC
Being all of that tract or parcel of land located in Shallotte Township, Town of
Ocean Isle, Brunswick County, State of North Carolina being a portion of Parcel A
as shown on that certain plat recorded In Map Cabinet 99 at Page 69 in Brunswick
County Register of Deeds. Said parcel of land being more particular described as
follows:
Point of Beginning being also the Point of Commencement.
Beginning at an Iron rod on the southern right of way line of Beach Drive (N.C. 5R# 179)
being the northeast corner of Deed Book 1391, Page 843 in Brunswick County Register of
Deeds. Said iron being S 09'22'17" W a Distance of 529.44' from N.C.G.S. monument "Isle
port" with N.C. Grid coordinates of North: 57,242.76, East: 2,169,937.04 (NAD83);
Thence with said right of way N W38'11" E a distance of 138.49'to a computed point;
Thence leaving said right of way through phase 1 S 34'50'26" E a distance of 173.94' to a
computed point;
Thence With a Curve Turning To The Right With an Arc Length of 29.85', With a Radius of
19.00', With a delta of 90°00'00', to a computed point;
Thence S 55'09'34" W a distance of 204.S2' to a computed point;
Thence N 10'54'59" W a distance of 209.69' to the Point of Beginning.
Having an Area of 34,704 Sq. Ft. or 0.797 Acres, more or less.

:4/5s,� :�?.a•� r�y„y;P.�:! _ :ir ,...«5;1 � '�"3°.k2ar�.-£--' :''-:r.'.'_'�__?p: _�.-.•.4_'Ti'*-'•-•�i" ., `r"°'?' I
� '- ` IliffllHilllflllllllllllfllllllfllll 023 P0280 %.!7mmoms.�?ROF� Brunswick County, NC Register of Deeds page 31 of 53
I
e 1
nr �.
°o 0 �*
A
6
1� A-46.99'
N06 R=30.00'
e=BB44'22• �y
�L
s COMMERCIAL PARCEL
271,232 SQ. FT. f
6.227 Acres t
W A=49.14'
x w R=62.00'
'aq A=4524'27"
t^
? 5 60'14'S3` W 30.00,
5
PARR O '�' .rsamm; Mr.
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1m Cem��deRW1�N1°NG B�01'T13610f GW GG
I/CIJa°eMGJA13 pml mm I".
EXHIBIT D-1
I
THIS MAP IS NOT A CERTIFIED SURVEY
AND HAS NOT BEEN REVIEWED BY A
LOCAL GOVERNMENT AGENCY FOR
LAND DEVELOPMENT REGULATIONS.

.r,-�^owo•.x.•r��-�.:�s�c:.ar��,.:.k._'•.c,,r;r�oa-,:•..rro�SP.ea.�._: ...,=�✓•yliil �-�3??�.�7�- :�.€t�vY6??�r%:=`ram _ r-e�-.�.3°-` � �.
IIIIiIIIIIIIIIIIIIIIIIIIIIllllllll111 BGal
rend M. Cl mm ns-Z�22 2'PROP
Brunswick County, NC Register of Deeds page 32 of 53 '
Exhibit D-2
Commercial Parcel
Ocean Isle
Brunswick County, NC
Being a portion of that tract or parcel of land located in Shallotte Township, Town of Ocean
Isle, Brunswick County, State of North Carolina being a portion of Parcel A as shown on that
certain plat recorded In Map Cabinet 99 at Page 69 In Brunswick County Register of Deeds.
Said parcel'of land being more particular described as follows:
Point of Beginning being North 54'38'11" East a Distance of 605.13' from iron rod set in the
Western boundary of said Parcel A, being the lands of. DWE Timber, LLC recorded In Deed
Book 3840 at Page 507 In Brunswick County Register of Deeds, ;and being on the Southern
right of way line of Beach Drive (SR# 179); Also known as the Point of Commencement.
Beginning at an iron rod set on the Southern light of way of Beach Drive (SR# 179) also being
the Northeastern most corner of Phase 1 on said right of way; Thence with said right of way
North 54'38'11" East a distance of 812.42 to an iron rod set;
Thence leaving said right of way with the Eastern boundary of Parcel A as shown on that
certain plat recorded in Map Cabinet 99 at Page 69 in Brunswick County Register of Deeds
and the Western boundary of Map Book K, Page 266 in Brunswick County Register of Deeds
South 10'03'10" East a distance Of 493.NY to an Iron rod set being a corner of Phase 1;
Thence with said Phase 1 boundary through the land of said Parcel A South 79°56'50" West a
distance of 247.94 to an Iron rod set;
Thence South W14'53" West a distance of 30.00 to an iron rod set;
Thence with a curve to the right having a radius of 62.00 feet an arc length of 49.14 feet and
a delta of 45"24'27", to a point;
Thence South 55'09'34" West a distance of 343.38 feet to a point;
i
Thence North 35"06'11" West a distance of 303.57 feet to a point;
Thence along a curve to the right having a radius of 30.00 feet an arc length of 46.99 feet
and a delta of 89'4422", to a point;
which is the point of beginning, having an area of 271,232 Square Feet, 6.227 Acres more or '
less. i

83913 P@26105-<2-�,e°,:
IlIIIIII�IIIII�IIIII�IIII�IIIIIIIII Brenda R. Clem mons PROP
Brunswick County, NC Register of Deeds page 33 of 53
CAUSEWAY DRIVE / S.R. 904
1
o�
1 I I Ir5°'59' W
W N lT,B'17' W 199.04'
a 711.110'
W N 11Y8'1S' Wtax — f
I
Vi ; ;&Warao W
{ _ = 1Nio'."�on°."w s CHARLES ST / SI.R.1W'8 a� ?, it w217"-• ' • -
a =
ull'07'01 E
CONNECTOR ROAD
DWE PARCEL
978,680 SQ. FT.
22.467 Acres t
a i�
vEll
E 11 S Le19!'1e' E
1D734
�L
' 1Y� }�MNeyye
is
lons'ta E tpilee'
lit I i I I
oft: NMT
O.W. �` EXHIBIT E-1
PA , �: M
iar,�.»sgwiome ,acnniniQ"> ak a
mu—ti:aatc we WUM
n wm !!. D SURVEY
LOCI-- GOVERNMENTOr-MIN ICE VIEWED BY A
►•.AND DEVELOPMENT REGULATIONS.

_r..d-= urtris�rf.:—i--.��.-..-.. ;,ad.� 9ky_,.�fw':o+.v�'i�.c•'3'.-:�= 1:._._.:'_::�:G�1—
IIIIIIIIII II1III IIIIIIIII III IIIIII III Brend M. Cl mro ns ze1PROP
Brunswick County, NC Register of Deeds page 34 of 53
Exhibit E-2
Ocean Isle
Brunswick County, NC
Being all of that tract or parcel of land located in Shallotte Township, Town of ocean Isle,
Brunswick County, State of North Carolina being a portion of Parcel B as shown on that
certain plat recorded In Map Cabinet 99 at Page 69 In Brunswick County Register or Deeds.
Said parcel of land being more particular described as follows:
Point of Beginning being South 56'42'18" East a Distance of 707.34' from iron rod set in the
Western boundary of said Parcel A, being the lands of DWE Timber, LLC recorded In Deed
Book 3840 at Page 507 in Brunswick County Register of Deeds; and being on the Southern
right of way line of Beach Drive (SR# 179); Also known as the Point of Commencement.
Beginning at an iron rod set being the northeast comer of Charles Street as shown on Map
Book 6, Page 81 In Brunswick County Register of Deeds; Thence along the southern
boundary of Parcel A the following eighteen (18) courses; ' .
Thence North 57'30'40" East a Distance of 279.51' to an Point;
Thence North 36'01'23" West a Distance of 39.47'to an Point;
Thence North 53'08'35" East a Distance of 92.49' to an Point;
Thence North 41'36'37" East a Distance of 95.50' to an Point;
Thence South 77'13'03" East a Distance of 82.21' to an Point;
Thence North 14'O0'07" East a Distance of 47.59' to an Point;
Thence North 88'49'21" East a Distance of 2.94' to an Point;
Thence South 11'16'02" East a Distance of 34.62' to an Point;
Thence South 42'36'48" East a Distance of 9.03' to an Point;
Thence North 24'11'05" East a Distance of 118.01' to an Point;
Thence South 89'03'49" East a Distance of 14.44' to an Point;
Thence South 07'2343' West a Distance of 37.73' to an Paint;
Thence South 0171819". East a Distance of 37.86'to an Point;
Thence South 07'00'29" West a Distance of 33.14'to an Point;
Thence South 4935'34" West a Distance of 26.79' to an Point;
Thence South 16'49'49" East a Distance of 29.48' to an Point;
Thence South 59'38'15" East a Distance of 102.34to an Point;
Thence South 72'55'27" East a Distance of 172.47'to an iron rod set on the western
boundary of Map Book K, Page 266 in Brunswick County Register of Deeds;
Thence with said boundary South 10'03'10" East a Distance of 1013.88' to an Iron pipe
found at the corner of said boundary with Map Book M, Page 202 in Brunswick County
Register of Deeds and being thesoutheastern corner of tract 9 as shown on Map Book 3,
Page 105 in Brunswick County Register of Deeds,

5-47-z0700�IiICIIIIB3923 P0284 °,11I11511llllll- r
Brenda M. Clemmons PROP
Brunswick County, NC Register of Deeds page 35 of 53
Page 2 Of 2
Thence with the boundary of Map Book M, Page 202 In Brunswick County Register of Deeds,
South 83'2471" West a distance of 712.62to an iron rod set;
Thence South 09'07'01" East a distance of 125.31' to an Iron rod found on the margin of
Culpepper Street (SR# 1157);
Thence with said margin South BMW West a distance of 261.181to an Iron rod found;
Thence leaving said margin with land of the Town of Ocean Isle as shown in Deed !Book 898,
Page 50; in Brunswick County Register of Deeds, North 11"18'11" West a distance of 110.00'
to an iron rod found;
Thence South 82'41'49" West a distance of 75.00'to a Point;
Thence North 11'18'11' West a distance of 40.00'to a Point;
Thence North 87'18'11' West a distance of 78.60'to a Point;
Thence North 11'50'59" West a distance of 199.04' to an axle found;
Thence North 78'45'42" East a distance of 330.41 to an Iron rod found on the eastern
margin of Charles Street (SR# 1968);
Thence with said margin of Charles Street (SR# 1868) North 06'55'16" West a distance of
692.17' to an Iron rod set which Is the Point of Beginning,
Having an area of 978,680 Sq. Ft. or 22.467 Acres, more or less.

P0285 056-47-21'00�"
Brunswick
I��II��IICounty,
IIIIIIIIRegister
of Deeds page 36 of 53OP ..
• I I
CENTER
639,474 SQ. FT. ±
14.680 Acres ±
i CAUSEWAY DRIVE l S.R. 9D4 OUT PARCEL 2
I- IDA
AREA= 34,704±SF
0.797±AC
r
y OUT PARCEL 1 '
OR AREA= 29,999±SF
0.689±AC �y
w {
a
-N
N. a CI
DWE PARCEL
918,680 SQ. FT. ± Qom,
22.467 Acres ±
EYOTA DRIVE S.WJ S.R.1274
oft: mm;
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THIS MAP IS NOT A CERTIFIED SURVEY
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LAND DEVELOPMENT REGULATIONS.
I
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I

22-2017
11111 Jill III 111111111111111111111111 B393 P0286 %---:47-21 * 00i
Brendil M. Clemmons PRO -
Brunswick County, NC Register of Deeds page 37 of 53
T\Mv
jSHOPPING CENTER PARCEL
639,474 SQ. FT.
14.680 Acres
m`-.:mq ...i
ca
COMMERCIAL PARCEL I iwl
271,232 SQ. FT. t it
6.227 Acres ± 111
�Iu
U-.R-"()UNTE
EXHIBIT G
AND HAS NOT BEEN REVIEWED BY A
LOCAL GOVERNMENT AGENCY FOR
LAND DEVELOPMENT REGULATIONS.

= r..1" fl I I IIIIli IIII1 I I11111I1I IIIIIIll I III B3923 P9287.4s-z 'P°ao
Brunswick County, NC Register of Deeds page 38 of 53
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�
Clem ons PROP
_ . -----wick ~~~'^°. ~- "°m�"� of Deeds ,"o sngrenda M.
of sa
ILVAUMANAVANUVA
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AND HAS NOT BEEN REVIEWED oY A
LOCAL GOVERNMENT AGENCY FOR `
LAND DEVELOPMENT REGULATIONS.

'J.
26-22-2017
11113923 P0289 1 5 47 21.001
0 randa M. Cle Imons PROP
Brunswick County, NC Register f Deeds page
of 40 53
EXHIBIT 66xv
Intentionally Deleted
- 23 -

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0622-2817
Illfll1111I 1111111111lllllBllllll 839�3 P029@m15:47mons 2Y P001
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Brunswick County, NC Register of Deeds page 41 of 33 I
LEGEND
• C —SD— STORM DRAIN
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s�q Q P `
i
STORM
WATER
W FACILITIES
z •
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' PARCEL
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U6 g 14.680 Acres =
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THIS MAP IS NOT A CERTIFIED SURVEY
AND HAS NOT BEEN REVIEWED BY A
LOCAL GOVERNMENT AUENCI FOR I
LAND DEVELOPMENT REGULATIONS.

06 22 20q
� � IIIIIIIIII IIIIII IIIIIIIII IIIIIII II III B3923P0291mmo4s 21 PROP
Brunswick County, NC Register of Deeds page 42 of 53
EOM IAL %
PARCEL
_ 271,232 SQ. FT. t /
6.227 Acres t /
ENTER PARCEL
39,474 SQ. FT. fl ^
14, 80A est�
OUT PARCEL 2
AREA= 34,704±SF
0.797tAC
N .:U -.E
C ia�.ue.aerurptap;xau,
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LEGEND
-ss- . SANITARY SEWER
-F+- FORCE MAIN
PUMP
STATION
DWE PARCEL
978,880 SO. FT. t
22.467 Acres t
SANITARY SEWER
FACILITIES
OUT PARCEL 1
AREA= 29,999±SF /
0.689+AC
FORCE MAIN
FEE
�tt
EXHIBIT L
AND HAS NOT BEEN REVIEWED BY A
LOCAL GOVERNMENT AGENCY FOR
LAND DEVELOPMENT REGULATIONS.

_ If
ii«1iiii�iiiii1ii11iiii11 ir3573 onda P9192mmon2720�P001
ROF
Brunswick County, NC Register of, Deeds page 43 of 53 f
e WATER LINE
(D
o
x
s
WATER LINE
0�
PROPOSED
WATER TIE IN
CENTER
PARCEL
639,474 SQ. FT. t
14.680 Acres t
DWE PARCEL
978,680 SQ. FT. #
22A67 Acres t
WATER LINE
WATER UNE
a� i
111111111 \
CO
OUT PARCEL 2y
AREA= 34,704±SF
OUT PARCEL 1
'�
0.7971AC
AREA=
29,999±SF
=�= ---
0.689tAC
WATER LINE
PROPaSED
II PROPOSED
WATER TIE IN
WATER TIE IN
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LAND DEVELOPMENT REGULATIONS.

-771MNAXIT-
06-22-2017
13923 P0293 . 1:",7,2' �001'
Brenda M. Clemmo . "'.
Brunswick County, NC Register of Deeds page 44 of 53
SHOPPING CENTER PARCEL
639,474 SQ. FT.
14.680 Acres
BEACH
DRIVEWAY I DRIVE SIGN
-0- owl ----------
-0�
------ --------------
•
COMMERCIAL PARCEL
271,232 SQ, FT.:t 0
6.227 Acres
X I
m
X
i.
nl
-4
EXHIBIT N-1
m Go
!nib IS lqui Renniffmij aux"T
AND HAS NOT BEEN REVIEWED
LOCAL GOVERNMENT AGENCY FOR
LAND DEVELOPMENT REGULATIONS.

86-22-2o,7
riiii��iolioi� iili�ijii wiii�� i i»i �3923 29421 Brunswick County, NC Register Clemmons PROP
of Deeds* Page 45 of 53
EXHIBIT N-2
p;
El
SYNTHETIC STUCCO I.
TRIM
WHITE ACRYLIC SINGL
FACE ALUMINUM LIGF
BOX CABINET WITH
SQUARE CORNERS AN
HIGH OUTPUT COOL
co -.-Publ i x WHITE HORIZONTAL
FLOURESCENT LAMPIN
EMBOSSED LETTERS
(363C WE
TENANT REPLACE=TEMANT
SIGN PANELS Ills
TRIM
SMOOTH PANEL
SIDING
BRICK
CONCRETE BASE
BASE 42 SF Ell — EFS - ALABASTER
SIGN :&I SF 13 - TRIM - ALABASTER
CORNICE ■ 14 SF 32 - SMOOTH PANEL SIDING - ALPACA
61 - BRICK • RED
THIS MAP IS NOT A CERTIFIED SURVEY
AND HAS NOT BEEN REVIEWED BY A'
LOCAL GVERNMENT AGENCY FOR
LAND DEVELOPMENT REGULATIONS.
OCEAN ISLE SHOPPING CENTER
MONUMENT SIGN I AT BEACH DR.(N.C. HWY 179) IL

IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII Brend P0z l ons 2; PROP
Brunswick County, NC Register of Deeds page 46 of 53
I
II
EXIMIT "O"
1. Construction of Improvements.
(a) Shopping Center Parcel: Outparcels. The Shopping Center (as defined below) shall be
constructed, and the Outparcels developed, in conformity with the Publix Site Plan; and the
Outparcels shall be graded to the elevations depicted on the Publix Site Plan and/or set forth in
the approved Plans and Specifications.
(b) Parking Areas: Access. The provisions of. Paragraph l(a) above, entitled "Shopping
Center Parcel; Outparcels," to the contrary notwithstanding, to the extent depicted on the Pub&
Site Plan, the Owner of the Shopping Center Parcel or any Outparcel shall neither reduce the
number, nor change the location, size, or layout of parking spaces within the Common Area, nor
diminish the service level (i.e. full service, right-in/right-out, ctc.) of entrances or exits to and
from the Shopping Center or Outparcels, nor reduce the size of or relocate entrances or exits to
and from the Shopping Center or Outparcels, nor consent to the partial or total decommissioning
or removal of any traffic signals located at the entrances or exits to and from the Shopping Center
or Outparcels, nor consent to the relocation or elimination of any median breaks or turn lanes
serving the entrances or exits to and from the Shopping Center or Outparcels, without Publix's
consent in each instance, which consent may be withheld in Publix's sole discretion, and the
Shopping Center Parcel, and each respective Outparcel, shall at all times contain not less than
five (5) panting spaces (each having a minimum width of ten [10] feet) for every 1,000 square
feet of Leasable Floor Area (as defined below) and Floor Area within improvements (including
the Publix Storeroom) constructed within the Shopping Center Parcel and each respective
Outparcel.
(c) Shopping Center. The "Shopping Center" shall consist of the Shopping Center Parcel
and those buildings and Common Area improvements constructed from time to time on the
Shopping Center Parcel as such buildings and Common Area improvements are depicted on the
Publix Site Plan.
(c) Leasable Floor Area. "Leasable Floor Area" means the floor area calculated in square
feet located in or appurtenant to buildings, other than the Publix Storeroom, constructed or to be
constructed on the Shopping Center Parcel or the Outparcels, which Leasable Floor Area shall
include, without limitation: the ground floor area within said buildings; enclosed vestibules;
exclusive passageways; basements; storage areas; mezzanines; outdoor garden shops; outdoor
balconies, patios, or other outdoor areas utilized for retail sales or food or beverage service
(exclusive of areas utilized exclusively for drive through or walk-up take-out food or beverage
service); exclusive enclosed loading areas; and such other areas as an owner may from time to
time designate.
(d) Floor Area. "Floor Area" means 39,203 square feet of interior ground floor area
contained within the Publix Storeroom.
— 24 —

83923 P029fi mod z®'PRE
Brunsulek County, NC Register of en
Deeds page o of 53
I-
2. Exclusive Uses.
(a) Exclusive Uses. Without the prior written consent of the Owner of the Shopping Center
Tract and Publix, no portion of any Parcel except the Publix Premises shall be used, either
directly or indirectly via remote distribution (e.g_, ordering, processing, or delivery by intemet,
mail order, ate.), for: .
(i) The retail We of groceries.
(ii) Operation of a grocery supermarket, bakery, delicatessen, and/or fish market.
(iii) The sale or distribution of drugs or other products which are required by law to be
dispensed by a licensed pharmacist (or similar health care practitioner authorized
by law), even though such pharmacist or health care practitioner may not be
required to be present for delivery of such products.
(iv) Retail sales of items of food for `off -premises" consumption.
(v) Retail sales of beer and wine for "off -premises" consumption.
(vi) RetaiI sales of distilled spirits and other alcoholic beverages for "off -premises"
consumption (i.e. a liquor store) (provided PubUx shall only sell such distilled
spirits and other alcoholic beverages if allowed by law).
(vii) The sale of other products typically offered for sale in a grocery supermarket.
(b) )options to Exclusive Uses. The terms and provisions of Paragraph 2(s) above,
entitled Exclusive Uses", to the contrary notwithstanding, occupants of any Parcel shall not be
prohibited from engaging in the following (provided the operation of any such uses does not in
any way prevent or impede, through any law, statute, code or ordinance, any use right Tenant
may have in the Shopping Center Parcel):
() a sit down restaurant offering prepared ready -to -eat food items for consumption
either on or affthe premises;
(ir) a "quick serve" or "fast casual" restaurant, serving prepared ready to eat food item
for consumption on or off the premises (such as McDonald's, Wendy's, Chick-51-
A or Burger King; but such use shall not include a "play place" or other equipment
for children with a playground atmosphere);
(ii) a delicatessen or sandwich shop type restaurant (but not a bakery) which offers take
out service as an incidental part of its restaurant operation, provided that at least
seventy percent (M/0) of the Leasable Floor Area of such restaurant (exclusive of
kitchen or food preparation area) is utilized for seated dining purposes;
(iv) a health food store or nutrition center, provided that the Leasable Floor Area
devoted to such health food store or nutrition center shall not exceed 1,600 square
feet, ice cream parlor or fimea yogurt store, franchise doughnut shop (equivalent to
a Dunkin' Donut or Krispy Knme operation), bagel shop, candy store, or a pickup
or delivery outlet (such as pizza or Chinese delivery), a coffee shop (equivalent to
Starbucks), all of which may offer the sale of food items for conmunption on or off
the premises;
(v) a combination gas station and convenience food store operation, provided that the
Leasable Floor Area devoted to the sale of food and beverage products (including
the retail sale of beer and wine for "off -premises" consumption) shall not exceed
— 25 -

--------- ----- - .... _.� .
ll111illllllllllllli111llllll111 B3923 P02enda M. 97 ,.em ns-21'PROP
Brunswick County, NC Register of Deeds page 48 of 53
1,500 square feet; PROVIDED, HOWEVER, the foregoing exception shall not
permit a gas staiion/conveniencc food store that is owned by, operated by or
controlled by another grocery supermarket entity or general merchandise retailer
that also operates grocery supermarkets (such as Wal-Mart), such entity's parent
company or its subsidiaries or affiliates, and which gas station and convenience
store operation is identified on the premises with such grocery supermarket name
or the name under which such general merchandise retailer operates its grocery
supermarkets within the State in which the Shopping Center Parcel is located; or
(vi) as to the exclusive'uses set forth in Paragraph 2(a)(vii) only, the retail sale of
groceries and other products typically sold in a grocery supermarket (but not
perishable goods typically sold in a grocery supermarket, "perishable goods"
meaning any goods or products that require storage or display below room
temperature to maintain freshness and avoid degrading of quality) by any tenant or
occupant of premises within the Shopping Center or Outparcels or Adjacent
Property (other than Tenant, an entity in which Tenant owns a legal or beneficial
interest, or an entity which owns a legal or beneficial interest in Tenant), but only
to the extent the sale of such groceries and other products typically sold in a
grocery supermarket: (a) constitute not more than an aggregate of ten percent
(10%) of the dollar amount of gross sales volume of any such taunt, and (b) the
Leasable Floor Area of any such premises devoted to the sale thereof shall not
exceed the lesser of (i) ten percent (10%) of the Leasable Floor Area of such
premises devoted to retail sales area (as opposed to office, storage, or other uses);
or (ii) two hundred (200) square feet, which area shall include one-half ('/2) of the
Leasable Floor Area of aisle space adjacent to the display area of such products.
(vii) a state-owned liquor store selling distilled spirits only (no beer, wine or other
fermented beverages);
(viii) one (1) pet store not to exceed 2,500 square feet of Leasable Floor Area; and
(ix) the sale of apparel; accessories; arts and crafts; beds and mattresses; bicycles and
accessories; books; bridal and formal wear; carpet and flooring; cellular phones;
cigars and pipes; computers and software; electronics; electronic games; furniture;
golf supplies; greeting cards and gifts; hardware; home accessories and gifts;
jewelry; kitchen wares and supplies; music; paint and related accessories; shoes
and footwear; sporting goods; surf and ski equipment and apparel; appliances;
books; newspapers, periodicals, and related products and services; home
improvements; linens, textiles and fabrics; marine/boating equipment, supplies, and
accessories (but no boat dealership or sales); office equipment, furniture and
accessories; or toys, games, or bobbies; or operation of a bank or other financial
service; day spa (such as Spa Sydell or Natural Body) or exercise salon (such as
Curves) (provided that any such spa or salon use must be at least 100 feet from the
Premises); doctor, dental or chiropractic office; financial advisor and brokerage;
insurance agency; martial arts school (provided that any such facility must be at
least 100 feet from the Premises); hair and/or nail salon (provided no fumes are
allowed to escape the leased premises); florist; news shop; optical store; tanning
salon; tax preparation services; packing, printing, and shipping business, (such as a
UPS store type business); health and/or beauty supplies; or a dry cleaner drop-
off/pick-up (with no cleaning done on -site); provided: (A) any of the foregoing
perrnitted uses shall be the primary use of any such occupant and the respective
premises; (B) this exception for any such occupant and premises shall only be
applicable so long as the lease is in effect for any such occupant and shall not be
26 —

, .o e�f� �=.��v. _. _�:x--- ---- -- --_��.�� .__-fir ..�.-���-�r..�-::�xrr�;.��` .��! _ �.. -_ �,° � . ,;,�„4'�.�_,; .�,•4
i
IIIIIIIIIf IIIIIIIIIIIIIIIIIIIIIIII Ili @3923 P0298mI.47 201 R&
Brunswick County, NC Register of ]Deeds page 48 of 53
deemed to be an exception for it particular space in the Shopping Center; and (C)
any ancillary sale of goods or use of the leased premises by any such occupant of
the Shopping Center or Outparcel that would otherwise be prohibited under
Paragraph 16.02(a), shall be limited as follows: (a) not more than an aggregate of
ten percent (10%) of the dollar amount of gross sales volume of any such occupant
and (b) the Leasable Floor Area of any such premises devoted to the sale thereof
shall not exceed the lesser of (i) ten percent (101/6) of the Leasable Floor Area of
such premises devoted to retail sales area (as opposed to office, storage, or other
uses); or (ii) three hundred fifty (350) square feet which area shall include one-half
(%) of the leasable floor area of aisle space adjacent to the display area of such
products.
3. Prohibited Uses.
(a) " Unlawful or Nuisance Use. No owner or Pemuttee of any Parcel shall use its Parcel for
any unlawful purpose, including any use which would constitute an unlawful nuisance to
adjoining tenants in the Shopping Center.
(b) SRmMc Prohibited Uses. No portion of any Parcel shall be used for the following
"prohibited uses":
(i) any unlawful purpose, or in any way which would constitute a Iegal nuisance to
adjoining tenants in the Shopping Center, dry cleaning plant; adult entertainment
facility; massage parlor; adult book store; a so-called "head shop;" tattoo- or
piercing parlor, a gaming, gambling, betting or game of chance business (exclusive
of the We of lottery tickets); any federal, state or municipal tenant or agency,
affiliate or related entity thereof (except a state-owned liquor store); business
whose primary service is check cashing ( such as Amscot, Advance America, Cash
Advance Centers, Moneytree, etc.) or
(ii) cinema or theater; skating rink; bowling alley; discotheque; dance ball; nightclub;
amusement gallery; pool room; health spa (other than a "day" spa such as a Spa
Sydel or Natural Body, or an upscale personal training facility, neither of which
may exceed 4,000 square feet of Leasable Moor Area); gymnasium (other than a
gymnasium that shall not exceed 4,500 square feet of Leasable Floor Area),
provided, any such "day" spa, training facility or gymnasium that may be allowed
pursuant to.ltds paragraph may only operate between the hours of 5:00 am. and
12:00 a.m., and shall not engage in outdoor training; pin ball or electronic Some
room; funeral parlor, flea madoet; bingo parlor; cafeteria; sale, rental, lease, or
repair or maintenance of automobiles, trucks, other motorized vehicles, or trailers;
car wash; billboard; cell phone tower; pawn shop; driving school; variety -type or
price point store (drug store, "dollar" store, "five and dime," such as Walgreen's,
CVS, Dollar Tree, Dollar General, Family Dollar, Big Lots); sub shop (such as
Subway, Quizao's, Firehouse, or Jnnmy John's); or wholesale clubs (such as
Costoo, BJ's, Sam's Club).
(c) Prohibited Uses Based on Proximity to Publix Storeroom. In addition, no portion of any
Parcel located within 500 feet of the Public] Storeroom (which distance shall be measured from
the Publix Storeroom demising wall newest said other premises to the demising wall of said other
premises nessest the Publix Storeroom) shall be used for a day care center (including any "drop -
in" or other child care facility), or a "concept' restaurant and/or cocktail lounge of a perking
— 27 —

lIIIII{IIIIIIIII IIIIIIIIJill II III III 13923 P0299m o�= 21.PRo�
Brunswick County, NC Register of Deeds page 50 of 53
intensive nature, such restaurants and/or cocktail lounges being similar in nature to Applebee's,
Outback Steakhouse, Chtli's, Hooters, and T.G.I. Fridays; provided, however, a concept
restaurant may be allowed on the Commercial Parcel provided that (i) any concept restaurant
located on the Commercial Parcel shall at all times contain not less than ten (10) parking spaces
(each having a minimum width often [10] feet) for every 1,000 square feet of Leasable Floor
Area within the improvements constructed on the Commercial Parcel and Q no concept
restaurant on the Commercial Parcel or the DWE Parcel may be located within one hundred (100)
feet of the Publix Storeroom. Any provision of this Agreement to the contrary notwithstanding,
no restaurant of any kind shall be located within sixty (60) feet of the Publix Storeroom. Any
provision of this Agreement to the contrary notwithstanding, (i) the aggregate square footage of
Leasable Floor Area of all restaurants combined within the Shopping Center Parcel shall not
exceed 8,800 square feet, (ii) the, aggregate square footage of Leasable Floor Area of all sit down
restaurants combined within the Shopping Center Parcel shall not exceed 6,000 square feet and
no sit down restaurant shall be located within one hundred seventy-five (175) feet of the Publix
Storeroom, (iii) the aggregate square footage of Leasable Floor Area of all take-out restaurants
combined within the Shopping Center Parcel shall not exceed 2,800 square feet, (iv) a take-out
restaurant located in the Property shall have no more than four (4) tables with four (4) seats per
table, and (v) any "concept" restaurant which may be permitted on an Outparcel pursuant to this
Paragraph shall at all tines contain not less than ten (10) parking spaces (each having a minimum
width of ten (10) feet) for every 1,000 square feet of Leasable Floor Area within the
improvements constructed on the Outparcel.
4. Outparcel Restrictions. In addition to any other applicable provisions of this Agreement, unless
otherwise consented to in writing by Publix, the Outparcels shall be subject to the following restrictions:
(a) No more than one (1) building shall be constructed on any Outparcel and said building
shall accommodate only one (1) business operation therein, provided that this restriction
sball not prolubit typical co -branding operations of the kind typically found in the State
of North Carolina;
(b) No building shall exceed one story in height;
(c) No building sign or structure shall exceed twenty-five (25) feet in height, except dial
architectural features may be thirty-two (32) feet in height
(d) The Leasable Floor Area of any building constructed on an Outparcel shall not exceed the
floor area limitation set forth on the Publix Site Plan, provided, in any event, such
Leasable Floor Area shall be further limited to the extent that the number and size of on -
grade automobile parking spaces required by all applicable rules, regulations, ordinances,
and laws can be constructed and maintained within the boundaries of such Outparcel;
(e) Each building shall comply with all governmental rules, regulations, ordinances, and
laws;
(f) Any pylon or monument signs erected or constructed on the Outparcels shall not obstruct
visibility of the Publix Storeroom or the pylon or monument sign identifying the
Shopping Center or Publix;
(g) "Reader board' type signs and billboards shall be prohibited on an Outparcel;
(h) The Ouiparcels or any buildings constructed thereupon shall neither be used in violation
of the exclusive rights granted to Publix in Paragraph 2 above, entitled "Exclusive Uses,"
nor for any of the prohibited uses set forth in Paragraph 3 above, entitled "Prohibited
Uses;" and
-28-
a— ..-_ —..__

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Il 03823 P0300 °5-22-2316a,
Brunswick County, Brenda M Cleemons PROP
Register of Deeds page 51 of 53
(i) If any improvements located on any Outparcel shall be damaged or destroyed, and if the
owner of any such Outparcel elects not to repair or restore such improvements, the
Outparcel owner shall promptly raze and remove such damaged or destroyed
improvements, and either landscape or pave and maintain any such Outparcel (including
concealment of any exposed slab or foundation thereof) in a manner consistent with the
Common Area.
More specifically, subject to the terms and provisions of Item (ii) of Paragraph 1(b) above,
entitled "Parking Areas; Access," all such rules, regulations, ordinances, or laws relative to
parking requirements shall be complied with by providing the requisite size and number of on -
grade parking spaces within the boundaries of said Outparcels, without reduction in such size and
number by virtue of the granting of a variance or special exception to such rules, regulations,
ordinances, or laws by the governmental authority having jurisdiction thereof. Furthermore, the
provisions of all applicable . rules, regulations, ordinances, and laws to the contrary
notwithstanding, for purposes of this Paragraph 4, the Leasable Floor Area of any. building
constructed on an Outparcel shall also be deemed to include outdoor balconies, patios, or other
outdoor areas utilized for retail sales or food or beverage service (exclusive of areas utilized
exclusively for drive through or walk-up take-out food or beverage service).
Commercial Parcel and DWE Parcel Restrictions. In addition to any other applicable provisions
of this Agreement, unless otherwise conserved to in writing by Publix, the Commercial Parcel and
the DWE Parcel shall be subject to the following restrictions:
(a) A13Y buildings or other improvements (including pylon or monument signs) constructed
on the Commercial Parcel or the DWE Parcel shall not materially interfere with or alter
the visibility of and public access to the Shopping Center Parcel or the visibility of the
Shopping Center pylon or monument signage;
(b) No telecommunications towers shall be placed on the Commercial Parcel or the DWE
Parcel; and
(c) any building constructed on outparcels located on the Commercial Parcel or the DWE
Parcel and within 250 feet of the boundary of the Shopping Center shall comply with the
restrictions set forth in Paragraph 4 above, entitled "Ontparcel Restrictions;" provided,
however, so long as the DWE Parcel is used for residential purposes, it shall not be
subject to Paragraph 4(a)-(c), and further provided, however,• that ctatain 2.73 acre
portion of the (;ommem'al Parcel shown on the Publix Site Plan as `PHASE II, +-2.73
ACRES FFE 29.5" shall not be subject to Paragraph 4(a) - (g) and Q).
- 29 -

THIS MAP IS NOT A CERTIFIED
SURVEY
AND HAS NO, BEEN REVIEWED BY A
LOCAL GOVERNMENT AGENCY FOR
LAND DEVELOPMENT REGULATIONS.
4�e
IWO,
B3923 P0301 06-2 2 -231
7
15.47 21.001
Brenda M. Clemmon �ROP
Brunswick County, NC Register of Deeds page 521of S.
Exhi bi t P
Iftoll-

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� : � ---T PIIlIIIIiIIIIJIIlIIPIPIIIIIIIIII�PIII B39Z3 P0302 05-4�-2017
Count MC R Brenda M. Clemons PROP. —
Brunswick j
Y� Register of Deeds Page 53 of 53
I
I
,
f
THIS MAP IS NOT A CERTIFIED SURVEY
AND HAS NOT BEEN REVIEWED BY A
LOCAL GOVERNMENT AGENCY FOR
LAND DEVELOPMENT REGULATIONS.
I

Hall, Christine
From:
Hall, Christine
Sent:
Friday, October 05, 2018 11:30 AM
To:
'Tim Clinkscales'
Cc:
Weaver, Cameron; Scott, Georgette; 'Jeff Keeter'; Jessica Vamvakias
[e-mail]); Andrew Smith
Subject:
RE: [External] RE: Saltwater Palms express request
Tim,
The review timeframe in the Express program is very short. To ensure projects can be reviewed and approved within the
designated time frame, we must confirm that projects will not impact or place another project out of compliance with
their permit. The exception is if the project that is impacted is also submitted to the Express program at the same time
to resolve any overlap or interaction between the two. This keeps the program running efficiently to serve as many
customers as possible.
Based on SW8 161204 and the documents provided so far, there is an impact between these two projects and
parcels. Both the access road and infiltration basin serving drainage area 2 permitted under SW8 161204 are within the
parcel / property area of the proposed Saltwater Palms. SW8 161204 will need a minor modification to document one
of the following two scenarios:
Incorporate a recorded agreement that specifically addresses the entity/permittee responsible for the access
road and infiltration basin serving drainage area 2 as well as document the access and drainage easement Qver
the infiltration basin. In this scenario, since Halpern Ocean Isle, LLC now owns the parcel permitted under SW8
161204 and This entity entered into the provided recorded agreement, SW8 161204 will need to be transferred
before the modification or new permit is submitted. Transfers can only be submitted to the regular program.
Or, if it is not desired for the permittee of SW8 161204 to maintain these two features, remove the infiltration
basin and road area from SW8 161204 to incorporate into the proposed application for Saltwater Palms. In this
scenario, Halpern Enterprises, Inc may elect to sign the minor modification so it can be submitted to the express
program along with the transfer paperwork to be logged into the regular program after the minor modification
is approved.
Please let me know if you have more questions or concerns.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive ExL
Wilmington, NC 28405
'Nothing Connpd-u
i-ii?a0 corresponde .i' :r nt,hject to f1i
North C'erol ► e i 1_ ..'' .`.. -7 d .`'.? t: :. -.�.G-rs ili thilzi � alt"'--5.

From: Tim Clinkscales <[e-mail]>
Sent: Wednesday, October 03, 2018 3:38 PM
To: Hall, Christine <[e-mail]>
Cc: Weaver, Cameron <[e-mail]>; Scott, Georgette <[e-mail]>; 'Jeff Keeter'
<[e-mail]>; Jessica Vamvakias ([e-mail]) <[e-mail]>; Andrew Smith
<[e-mail]>
Subject: RE: [External] RE: Saltwater Palms express request
verified. Send all suspicious email as an attachment to.. ��
Jeff
Can you add some legal help on the Ocean Isle stormwater based on what you have read and reviewed. Christine, let us
know what needs to be done but at a minimum this should not hold up setting up an express meeting date and
mandating that such is done before the meeting. Again as of today, the basin and road is being maintained by Halpern
as shown on the recorded map and not part of our drainage area/boundary for our pond. The basin as I am sure you are
aware is DA 2 in the Halpern approved permit. The permit for Halpern has this permitted as shown and therefore not
crossing boundaries.
Again we just want to set up meeting and if an addendum between Halpern and Logan needs to take place it will happen
Thanks and let us know and Jeff please chime in for help
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramou6te-ena.com
From: Hall, Christine <Christine.Ha!![e-mail]>
Sent: Wednesday, October 3, 2018 9:54 AM
To: Tim Clinkscales <[e-mail]>
Cc: Weaver, Cameron <car�[e-mail]>; Scott, Georgette ,[e-mail]>
Subject: RE: [External] RE: Saltwater Palms express request
Tim,
The recorded Easement, Covenants, and Restrictions Agreement shows that Halpern Ocean Isle, LLC entered into that
agreement. The permittee for SW8 161204 is Halpern Enterprises, Inc. A review of the Brunswick County GIS shows
that the property is owned by Halpern Ocean Isle, LLC. SW8 161204 will need to be transferred to Halpern Ocean Isle,
LLC.
In looking through this recorded document, I don't see where the road or the infiltration basin located on the DWE
Parcel (as defined in Part B on page 2) is the responsibility of the permittee of SW8161204. Section 2.1(b) places an
access easement over the road but there is no drainage easement over the infiltration basin (Section 2.2). As for
maintenance of thVse two features, Section 3.4 indicates that the road is the responsibility of DWE but the infiltration
basin is not referenced in Section 3.5. More specific observations and references with citations are included
below. Please let me know if I've missed something that helps to support your claim that the Connector Road and
infiltration basin are the responsibility of the Publix Developers.

Hall, Christine
From: Hall, Christine
Sent: Wednesday, October 03, 2018 9:54 AM
To: 'Tim Clinkscales'
Cc: Weaver, Cameron; Scott, Georgette
Subject: RE: [External] RE: Saltwater Palms express request
Tim,
The recorded Easement, Covenants, and Restrictions Agreement shows that Halpern Ocean Isle, LLC entered into that
agreement. The permittee for SW8161204 is Halpern Enterprises, Inc. A review of the Brunswick County GIS shows
that the property is owned by Halpern Ocean Isle, LLC. SW8 161204 will need to be transferred to Halpern Ocean Isle,
LLC.
In looking through this recorded document, I don't see where the road orthe infiltration basin located on the DWE
Parcel (as defined in Part B on page 2) is the responsibility of the permittee of SW8161204. Section 2.1(b) places an
access easement over the road but there is no drainage easement over the infiltration basin (Section 2.2). As for
maintenance of these two features, Section 3.4 indicates that the road is the responsibility of DWE but the infiltration
basin is not referenced in Section 3.5. More specific observations and references with citations are included
below. Please let me know if I've missed something that helps to support your claim that the Connector Road and
infiltration basin are the responsibility of the Publix Developers.
Observations from the recorded document:
Section 2.1(b) of the recorded document grants access easements over the road area only for the DWE Parcel (as
depicted on Exhibit H). The infiltration basin is not included.
Section 2.2 only grants drainage easements for the flow of water from the Halpern parcels located on the Shopping
Center Parcel (depicted on Exhibit A-1) and the Commercial Parcel (depicted on Exhibit D-1) and as shown on Exhibit
K. In looking at Exhibit K, the infiltration basin is not identified as a stormwater facility nor is it located on the referenced
parcels.
Section 3.4 requires the owner of each parcel to maintain their own driveways (roads) with the exception of Market
Place Boulevard. This appears to indicate that the connector road located on the DWE Parcel is the responsibility of
DWE.
Section 3.5 refers to the maintenance of the stormwater facilities, which are defined in Section 2.2. As noted above, the
stormwater facilities referenced in Section 2.2 does not appear to include the infiltration basin. Additionally the DWE
Parcel () is not referenced here.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405

i'
Hall, Christine
From:
Hall, Christine
Sent:
Friday, September 07, 2018 12:17 PM
To:
'Tim Clinkscales'
Cc:
Weaver, Cameron; Scott, Georgette
Subject:
RE: [External] RE: Saltwater Palms express request
Tim,
I talked to Georgette about this one. Before any Express meeting can be scheduled, this overlap between SW8161204
needs to be resolved.
You say that the road and infiltration basin is the responsibility of the Publix developers, however, no evidence has been
provided yet to support that claim. The recorded map provided in your August 28' email does not show the entire
access road and does not demonstrate who has been granted that easement. Additionally, the portion of the easement
shown on that recorded document does not cover the SCM area.
In order to schedule this proposed project into Express, you will need to provide documentation supporting the claim
that the Publix developers remain responsible for the access road as well as the infiltration basin. Additionally, a second
Express request will be needed for a minor modification to SW8 161204 to approve the applicable documentation
supporting the claim that they remain responsible for these even though they no longer own the property.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7216 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
Nc` lot1" t ; i_jri ,";) v,
'.
From: Tim Clinkscales <[e-mail]>
Sent: Friday, August 31, 2018 3:16 PM
To: Hall, Christine <[e-mail]>
Cc: Weaver, Cameron <[e-mail]>
Subject: RE: [External] RE: Saltwater Palms express request

If an agreement is required, we will provide a drainage easement on the property. The impervious of the road along
with the infiltration basin is the responsibility of the Public developers and will stay that way. But you let us know what
is needed by us and will provide at the express meeting. I ask if you can schedule us at the earliest time
Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com
From: Hall, Christine <[e-mail]>
Sent: Thursday, August 30, 2018 3:43 PM
To: Tim Clinkscales <tclinkscaI . (6)paramounte-ene.com>
Cc: Weaver, Cameron <[e-mail]>
Subject: RE: [External] RE: Saltwater Palms express request
What kind of agreement? The SCM is not in an easement for drainage, maintenance, or access. Please provide
additional details.
I'm trying to ensure that your proposed project will not put SW8 161204 out of compliance.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine.hall ncder••.r.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
E`nvii cowes.oc:7de,w,e to and from this address i tied ,) `.c:
f;<c:cords c.aw and may.ha dsoIcsed tc
From: Tim Clinkscales [mailto:[e-mail]]
Sent: Thursday, August 30, 2018 3:22 PM
To: Hall, Christine <[e-mail]>
Cc: Weaver, Cameron <[e-mail]>
Subject: RE: [External] RE: Saltwater Palms express request

It will remain in place, but we will have an agreement recorded as needed before the express meeting. Please confirm
that will suffice
Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-enci.com
From: Hall, Christine <Cliristine.![e-mail]>
Sent: Tuesday, August 28, 2018 11:44 AM
To: Tim Clinkscales <tclinksca'.es aramounte-ene.com>
Cc: Weaver, Cameron <cameron.v.,eaver ncdenr.�ov>
Subject: RE: [External] RE: Saltwater Palms express request
The easement does not coven the SCM area'. Do you have anything supporting the permittee of SW8161204 will remain
the owner of the SCM and be in charge of handing the 0&M for it?
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
Christi no. hall;- ncdenr. gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
En-!aCDI'r$S� '::: %'!1 s C c i i :'?;',': lil!� t'Su !.S tea: ':" �:` i� floc
i �.i•'J: u`: vc�.� otir. ? ,77.`1i�i?: i �.".�.. C c �itl•� .yb y i�.'. 1�3�� f! f �w
From: Tim Clinkscales[mailto:[e-mail]
Sent: Tuesday, August 28r, 20181.1.:40 AM
To: Hall, Christine <[e-mail]>
Cc: Weaver, Cameron <cameron.weaver([e-mail]>
Subject: [External] RE: Saltwater Palms express request
Christine

I understand a little of the confusion on things, but here is the survey map. The ingress/egress easement (Market Place
Blvd.) has been constructed and the infiltration basin as well, it is part of the shoppig centers . It will not be part of this
project therefore does not need to be updated. Our proposed ponds only handle SW from the site plan shown.
Please let me know what additional info needed to schedule
Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com
From: Hall, Christine <ChristineJ IIPncdenr gov>
Sent: Tuesday, August 28, 2018 8:50 AM
To: Tim Clinkscales<tclinkscales@paramounte-en�,.com>
Cc: Weaver, Cameron <caireron.wea�/ r ncdenr.: ov>
Subject: Saltwater Palms express request
Tim,
Cameron brought the express request for Saltwater Palms to me for consideration in the express program. In looking at
the request and at the adjacent permit for Ocean Isle Market Place (SW8 161204), Infiltration Basin 2 appears to now be
on the property to be subdivided and developed by OIB Development, LLC. I looked at the Brunswick County GIS
website and the SCM and the road area treated in the SCM does appear to be located in this subdivided parcel. In order
to be able to schedule Saltwater Palms into Express, you will either need to submit a second request to modify Ocean
Isle Market Place, SW8 161204, to remove the SCM and associated area from that permit or demonstrate that this area
remains with Ocean Isle Market Place.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
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FINAL SUBDIVISION PLAT OF
OCEAN ISMMARIK'TPLACE
PARCEL A - PB 99, PG 69
BEACH DRIVE
TOWN OF OCEAN ISLE
BRUNSWICK COUNTY, NC
coax. inroMuox
HALPERAi OCEAN ISLE, LLC
5200 ROSWELL ROAD
ATL'iNTA, GA 30342
BEYLNG75.
PA AMO TE
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I9PJ791-670'(0)(910)791-67600
NC U—#: C-2W

For DENR Use ONLY
Reviewer:
FMA North Carolina Department of Environment and
I A
Natural Resources Submit.
NCDENR Request for Express Permit Review Time: _
Confirm:
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
package of the project location. Please include this foam in the application package.
• Asheville Region Alison Davidson 828-296-4698;aiiso:,.dav;dkon(�t?cdenrctov
• Fayetteville or Raleigh Region -David Lee 919-7914203; david.lce(a-ncdenrsQov
• Mooresville & Winston Salem Region - Patrick Grogan 704-235-2107 or vatrick.arcgen(a7nccfonr._gov
• Washington Region -Lyn Hardison 252-948-3842 or; ny hardison r_rcdenrpcv
• Wilmington Region -Janet Russell 910-796-7302 or'aI net.russe11b1ncdenrgGv
• Wilmington Region -Cameron Weaver 910-796-7303orcameror..weavco(c�r:cdenr.gov
NOTE: Project application received after 12 noon will be stamped in the following work day
Enter Rgiated SW
Permits of Reouest
SW
SW
SW
SW
St
Project Name: SALTWATER PALMS County: BRUNSWICK
Applicant: ANDREW SMITH/D LOGAN Company: OIB DEVELOPMENT, LLC
Address: 60 GREGORY ROAD City:BELVILLE, State: NC Zip: 28451
Phone: [phone], Fax [phone], Email: [e-mail]
Physical Location: INTERSECTION OF BEACH DR (NC HWY 179) AND CAUSEWAY DR (NC HWY 904)
Project Drains into SA; HQW waters. Is project draining to class ORW waters? N, within''/z mile and draining to class SA waters Y or within 1 mile and
draining to class HQW waters?
Engineer/Consultant: TIM CLINKSCALES Company: PARAMOUNTE ENGINEERING, INC.
Address: 122 CINEMA DRIVE City:WILMINGTON, State: NC Zip: 28403-_ IECT AUG Z 2 2018
Phone: [phone], Fax: [phone], Email: [e-mail]
i ION ONE: REQUESTING AA SCQPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR; ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAk:! (S))OU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: —# of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres) ❑ Riparian Buffer Authorization ❑ Minor Variance
❑ Major General Variance
® State Stormwater ❑ General, please specify: (i.e. NEI'! Fast Track Low Den., Clear & Grub, SFR, Bkhd & Bt Rp, Linear, Utility, Other, etc:)
❑ Low Density - Please specify: [i.e. New, modified or plan revision -SW - _, _ (Provide permit 9)]
® High Density - Please specify: New [i.e. New, modified, offsite or plan revision (SW ;arovide Fe:mit#) & type of treatment (detention,
infiltration, wetland, etc) etc]:
❑ Exclusion - Please specify: [if DOT project or redevelopment, etc]
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with 18 acres to be disturbed. (CK # (for DEN use))
SECTION THREE PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site 0 Yes ❑ No Buffer Impacts: ® No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ® Yes ❑ No 404 Application in Process wl US ALOE: ® Yes ❑ No Permit
Received from US ACOE ❑ Yes ® No
For D=FNTII. u (, ,i?y
Fee Split for multiple permits: Check # Total Fee Amount
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
LAMA
$
Variance (❑ Mal; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
1
$
LQS
$
Stream Deter,_
$
NCDENR EXPRESS July 2012

Salt Water Palms
Express Stormwater Narrative
August 2018
Project Narrative:
OIB Development LLC is proposing to construct a single family residential neighborhood with
associated roads, parking, sidewalks, and outparcels on the back 22.39-acre portion of a 44.86-
acre parcel of land located south east of the intersection of Causeway Drive (NC Hwy 904) and
Beach Drive (NC Hwy 179) in Brunswick County. This development is behind the newly
constructed shopping center, Ocean Isle Market Place (SW8 161204). The parcel is further
identified by Brunswick County Parcel Identification Number#: 107509066423.
We are anticipating that this will be a high density project. The project is within the Lumber
River Basin and drains to Kilbart Slogh with a stream classification of SA, HQW. We believe
that the proposed outfall is within 1/z mile and draining to the surface water.
The storm water runoff from this project will be conveyed within the limits listed above via a
combination of swales, overland flow, and underground piped conveyance to a proposed wet
detention basin with secondary treatment of a level spreader and vegetative filter

60'ppH[,iO HOW
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Weaver, Cameron
From: Tim Clinkscales <[e-mail]>
Sent: Tuesday, August 21, 2018 9:35 PM
To: Weaver. Cameron
Subject: [External] Express SW Date
Attachments: SITE PLAN SALT WATER PALMS.pdf, Express Request Ocean Isle Beach - Logan.pdf;
Express Stormwater Narrative Ocean Isle Beach Salt Water Palms.pdf
D. not click links at open attachments jinless verified. Send a I I suspiclou,
Re a
Cameron would like to set up an express date for the project in Ocean Isle. Thanks
Tim Clinkscales PE, PLS
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com

Hall, Christine
From:
Hall, Christine
Sent:
Tuesday, August 28, 2018 8:50 AM
To:
[e-mail]
Cc:
Weaver, Cameron
Subject:
Saltwater Palms express request
Ti m,
Cameron brought the express request for Saltwater Palms to me for consideration in the express program. In looking at
the request and at the adjacent permit for Ocean Isle Market Place (SW8 161204), Infiltration Basin 2 appears to now be
on the property to be subdivided and developed by OIB Development, LLC. I looked at the Brunswick County GIS
website and the SCM and the road area treated in the SCM does appear to be located in this subdivided parcel. In order
to be able to schedule Saltwater Palms into Express, you will either need to submit a second request to modify Ocean
Isle Market Place, SW8 161204, to remove the SCM and associated area from that permit or demonstrate that this area
remains with Ocean Isle Market Place.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — State Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405
�T.{]'' i/!;Ci'7i�S�iF
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Lewis,Linda
From: Lucas, Annette
Sent: Tuesday, January 17, 2017 8:26 AM
To: Lewis,Linda; Scott, Georgette; Burdette, Jennifer a
Cc: Coburn, Chad; Bennett, Bradley; Randall, Mike; Dumpor, Samir; Lawyer, Mike; Higgins,
Karen
Subject: Re: Ocean Isle Beach Marketplace
Good morning,
Sorry for the slow response, I was in Greensboro late last week for the first "Welcome to the MDC" training (it
went well, thank goodness).
There have been a lot of changes with the new rules and some legislation and we in the CO have not done as
good a job as we could have to keep the ROs informed about everything. That is why I have copied Samir and
Mike Lawyer on this response.
A couple of key points:
With the new rules, disconnected impervious surface (DIS) is an SCM that can be used on any
development regardless of whether Storm-EZ is used for the calculations. I feel comfortable allowing
stormwater that has been treated via DIS to be discharged to a natural wetland because the design
standards for DIS severely limit how much BUA can be directed to it. Also, a significant amount of the
stormwater will infiltrate by the edge of the DIS before reaching the wetland as surface flow. I think
discharging to wetlands at the edge of a DIS is a win for the environment (the wetlands won't dry up)
and a win for the developer (will reduce the amount of pipe/swale required and the size of the SCM).
There was legislation in 2015 that prohibits DEQ from mandating the calculation method for the 1-
year, 24-hour storm. (http://www.ncga.state.nc.us/Sessions/2015/Bills/House/PDF/H765v6.pdf, page
56.) Asa matter of fact, the new rules do not mandate any calculation methods for storms of any
depth per clear instructions we received during the public comment period. So, the NRCS method can
now be used anywhere (again, regardless of whether Storm-EZ is used for the calculation method).
As a side note, we don't use 85% TSS removal as the design standard for SCMs any more because it is not an
accurate portrayal of their actual performance. This is explained in the "SCM Credit Document" that is
available in draft on the Stormwater Design Manual web site.
Please let me know if you have questions.
Thanks,
Annette
From: Lewis,Linda
Sent: Thursday, January 12, 2017 10:14:24 AM
To: Scott, Georgette; Burdette, Jennifer a; Lucas, Annette

Cc:.Coburn, Chad
Subject: RE: Ocean Isle Beach Marketplace
Jennifer:
As discussed, the stormwater rules do not currently allow a high density development to utilize
existing wetlands to meet the water quality standard for treating stormwater runoff. Several years ago,
we started a discussion to find a way to allow a natural wetland to be utilized for stormwater
treatment. But, Glue to the my Jad of factors that determine how wall a natural wetland will assimilate
pollutants, we could not come up with any specific criteria to meat the 85% TSS removal standard.
The Division does not require that a consultant design Just one large BMP to treat runoff on sites with
a lot of wetlands. Ever since we became aware of the situation with dried up wetlands due to the:
collection and treatment of. runoff, we have reviewed stormwater a,)plications and made comments to
reairect the discharge from the BMP back into the wetlands, where possible.
The Ocean Isle Beach Marketplace application was submitted using SCS methodology to calculate
the pre/post volume difference for the 1 year 24 hour storm. �,f the applicant would like to resubmit
utilizing the StormEZ spreadsheet, there is an ability to have "disconnected" BUA which just requires
sheet flow from built -upon area at a non -erosive velocity, as was suggested by Annette. The amount
of BUA that can be "disconnected" will be limited based on the amount of runoff volume that StormEZ
calculates to i;e treated.
Linda
From: Scott, Georgette
Sent: Wednesday, January 11, 2017 1:31 PM
To: Burdette, Jennifer a <[e-mail]>
Cc: Coburn, Chad <[e-mail]>; Lewis,Linda <[e-mail]>
Subject: RE: Ocean Isle Beach Marketplace
Linda Lewis, v ho is roviewin e SVw Alt s tinder-e E: mress program ri ift nr))� fc-, `his project, ism ire ;�miliar ti;is
site. I am forv,i-nruing this email to her to ar5v ;our cli:Est or.
_c' &
"Ic,ase see jer.ritcr's ruestior• belov�,.
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
Office [phone]
Fax [phone]
('eor eae.ScotC(�,r?cd�,'Fi..
127 Cardinal Drive Ext.
Wilmington, NC 28405
... ,Gbt;✓ ..°...tics H'. Y.,C.'1„r.r•_ '. 1;: �7 i°.�'

From: Burdette, Jennifer a
Sent: Wednesday, January 11, 2017 1:22 PM
To: Scott, Georgette <Beorge-tte..scr)[e-mail]>
Cc: Coburn, Chad <chad.coburn@ncdenr. ;ov>
Subject: FW: Ocean Isle Beach Marketplace
Georgette,
I rhir ik you were pant of t"e stormwater meeting th2t Karen Hi7gi.1s, Annette Lucas and I ca led into that was
held v:,ith the Corps. Below is a request for additional inforrr.atien item that I would lii•:e to, send for the subject
project. VJoauld you mind to please rev(,ew and let me lrnow if you have any changes or suggestions?
Thanks,
Jennifer
Jennifer Burdetta
401/Buffer Coordinator
Division of Water Ressurces 40-1 & Buy er Psrm t irg Branch
DepF-Ament of Environmental Quality
919 &N 6264 office
Lan nifei-.burdett.77CU)ncdF;,r. gm,
1617 Mail Service Center
Raleigh, NC 27699-1617
{Physical Add ess: 512 N. Salisbury St, Raleigh, NC 27604 - 9t' Fir Archdale 12!0g — Room 9, 2F;
:.� ~ .,.
Z.-
From: Burdette, Jennifer a
Sent: Wednesday, January 11, 2.03.7 10:12 AM
To: Coburn, Chad <c`izd.coburr ncaen.r.;^ov>
— �------
Subject: Ocean Isle Beach Marketplace
Chad,
Would you please run this request by the stormwater folks in your office?
V,lit ! re-ard to w ;intainirs? :i:_ !1 droiog of -the t!and !"= �I"eani f e 9 --t po y F� �s "iS;'
_,� J Y ..Y 'M a ti � t re:tc::,.ros � r> rL; .rear r.. ,per,
I'lt?i air" 1 ti-wiL il-i .. }project Ari-nei'r ii v rU tte_ hv.,. Che ltp-,i'c,rd .rs'�ehIrn. ;:hsft irs!or;= to d .' errr!;n i1 infiltri7tio, I is 7 in-Ne. Pleases ;s0 cu. ii� _ 'Lies iliilg tl1E 'cad i}E:ilin.:' the, r?rClcnry t
a.fiov., stogy mv}.zc er to r:.:roif :i sheet fl :w irz=ot.A etl .,nd area. 1?.e Group c the Divisior-� of
Energy, i!,ir;eru Ord' Land 1=; sso-i is ct:li(i r: thi,> vificiL that t!-'is is an -accepzRlb- lie 1i1e( iod. for -SturrT1:TiaLrr.r
rn&,;')agr-. er-t plans to avoid r ernovii? .- }he '.:\� l '�ii?tTi,' o-i ac. Ia ei �t ` jedan;Js as iong as the r low v � - ... � dou�i�, E~�� nor:-
cro:ii7ve

Thanks,
Jennifer
Jennifer Burdette
401/Buffer Coordinator
Division of Water Resources 401 & Buffer Permitting Branch
Department of Environmental Quality
919 807 6364 office
ernifer.burde le.DcyrcdE ,,nr acv
1617 Mail Service Center
Raleigh, NC 27699-1617
(Physical Address: 512 N. Salisbury St, Raleigh, NC 27604 - V, F/rArchdale Bldg Room 942F)
M

Energy, Mineral &
Land Resources
ENVIRONMENTAL QUALITY
January 17, 2017
William Brown, Jr., President
Halpern Enterprises, Inc.
5200 Roswell Road, NE
Atlanta, GA 30342
Subject: State Stormwater Management Permit No. SW8 161204
Ocean Isle Beach Market Place
High Density Commercial Project with Outparcels
Brunswick County
Dear Mr. Brown:
ROY COOPER
Governor
WILLIAM G. ROSS, JR.
Acting Secretary
TRACY E. DAVIS
Director
The Wilmington Regional Office received an Express State Stormwater Management Permit Application
for Ocean Isle Beach Market Place on December 8, 2016, with final information on January 17, 2017.
Staff review of the plans and specifications has determined that the project, as proposed, will comply with
the Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2008-211. We are
forwarding Permit No. SW8 161204 dated January 17, 2017, for the construction, operation and
maintenance of the BMP's and built -upon area associated with the subject project.
This permit shall be effective from the date of issuance until January 17, 2025, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the conditions listed in this
permit regarding the Operation and Maintenance of the BMP(s), recordation of deed restrictions,
certification of the BMP's, procedures for changing ownership, transferring the permit, and renewing the
permit. Failure to establish an adequate system for operation and maintenance of the stormwater
management system, to record deed restrictions, to certify the BMP's, to transfer the permit, or to renew
the permit, will result in future compliance problems.
Halpern Enterprises, Inc., as the identified developer and successor to Halpern Development Company,
LLC by assignment of the Contract for Purchase dated January 4, 2017, shall be the designated permit
holder and is responsible for meeting the conditions and limitations specified therein. The property owner,
DWE Timber, LLC, will be responsible for notifying the Division if the purchase agreement between
Halpern Enterprises, Inc. and DWE Timber, LLC, is dissolved, cancelled or defaulted. In that case, the
responsibility for permit compliance reverts back to the property owner, DWE Timber, LLC. The
permittee shall notify the Division immediately of any permit ownership changes by submitting a
completed and signed Name/Ownership Change form to the Division within 30 days. Otherwise DWE
Timber, LLC, will be operating a stormwater treatment facility without a valid permit. This is a violation
of NC General Statue 143-215.1 and may result in appropriate enforcement action including the
assessment of civil penalties.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to
request an adjudicatory hearing by filing a written petition with the Office of Administrative Hearings
(OAH). The written petition must conform to Chapter 150B of the .North Carolina General Statutes, and
must be filed with the OAH within thirty (30) days of receipt of this permit. You should contact the OAH
with all questions regarding the filing fee (if a filing fee is required) and/or the details of the filing process
at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone at 919-431-3000, or visit their
website at www.NCOAH.com. Unless such demands are made this permit shall be final and binding.
State of North Carolina I Environmental Quality ; Energy, Mneral and Land Resources
Wilmington Regional Ofiice 1 127 Card!nai Drive Extension I M'n-dngtom NC 28405
910 796 7215

State Stormwater Permit No. SW8 161204
Page 2 of 2,
If you have any questions, or need additional information concerning this matter, please contact Linda
Lewis in the Wilmington Regional Office, at [phone].
Sincerely,
O
Tracy Davis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/arl: \\\Stormwater\Permits & Projects\2016\161204 HD\2017 01 permit 161204
cc: DeCarol Williamson, DWE Timber, LLC Property Owner
Dan Fisk, P.E., Paramounte Engineering
Justin Whiteside, Town of Ocean Isle Beach Inspections
Brunswick County Engineering
Wilmington Regional Office Stormwater File
State of North Carolina I Environmental Quality i Energy; Mineral and Land Resources
Wilmington Regional Office I t27 Cardinal Drive Extension I Wilmington. NC 28405
910 796 7215

State Stormwater Management Systems
Permit No. SW8 161204
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL SUBDIVISION DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Halpern Enterprises, Inc. (developer) and DIME Timber, LLC (property owner)
Ocean Isle Beach Market Place
Intersection of NC 179 and NC 904, Ocean Isle Beach, Brunswick County
FOR THE
construction, operation and maintenance of built -upon area for a commercial development
with outparcels located within Y mile of and discharging to Class SA waters, with runoff to be
treated in one (1) wet detention pond with a secondary BMP infiltration basin and one (1)
alternative design infiltration basin, in compliance with the provisions of 15A NCAC 2H .1000
and Session Law 2008-211 (hereafter referred to as the "stormwater rules') the approved
stormwater management plans and specifications and other supporting data as attached and
on file with and approved by the Division of Energy, Mineral and Land Resources (hereafter
referred to as the Division or DEMLR) and considered a part of this permit.
This permit shall be effective from the date of issuance until January 17, 2025 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. The commercial development is permitted for a total of 644,150 sf of onsite built -upon
area which includes a total of 242,664 sf divided up between the five (5) outparcels.
Each of the outparcels is limited to that maximum amount of built -upon area as
indicated in Section 11.6 (f) of this permit.
3. The stormwater control measures have been approved for the management of
stormwater runoff as described in Sections 1.8, 1.9, 1.10 and 1.11 of this permit. The
runoff from all built -upon area within the permitted drainage areas of this project must
be directed into the permitted stormwater control measures. The stormwater control
measures labeled DA 1 and DA 2 have been designed to handle the runoff from
605,000 square feet and 39,150 square feet of built -upon area, respectively.
4. The drainage areas will be limited to the amounts of built -upon area indicated in
Sections 1.3, 1.8 and 1.10 of this permit, and per approved plans. The built -upon area
for the future development is limited to 36,637 square feet in DA 1 and 587 square feet
in DA 2.
Page 1 of 10

State Stormwater Management Systems
Permit No. SW8 161204
5. A 50' wide vegetative setback must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters.
6. All runoff being directed into wetlands shall flow into and through those wetlands at a
non -erosive velocity.
7. Prior to the discharge of stormwater runoff from any outparcel into the approved
stormwater system, the permittee shall ensure that the proposed built -upon area on
that outparcel does not exceed the maximum allowed under this Permit.
8. The following design criteria have been permitted for the wet detention pond and must
be provided and maintained at the design condition.
a. Rule Cite 2008
b. Drainage Area, acres:
Onsite, ft2:
Offsite, ft2:
19.68
857,175
0
c. Total Impervious Surfaces, ft2:
Onsite, ft2:
All 5 Outparcels, ft2:
Future, ft2:
Offsite, ft2:
605,000
325,699
242,664
36,637
0
d. Average Pond Design Depth, feet:
4.0
e..TSS Removal Efficiency:
90%
f. Design Storm, inches:
3.7
g. Permanent Pool PP Elevation, FMSL:
20.5
h. Permitted PP Surface Area, ft2:
56,660
i. Temporary Storage Elevation, FMSL:
23.0
j. Permitted Storage Volume, ft3:
154,341
k. Predevelopment 1 yr-24 hr. discharge
rate, cfs:.
2.6
I. Controlling Orifice, inch 0 pipe:
5.0
m. Orifice Flow Rate, cfs:
0.59
n. PP Volume, ft3:
228,679
o. Foreba Volume, ft3:
49,260
p. Maximum Fountain Horsepower:
3/4
q. Receiving Stream/River Basin:
Kilbart Slough / LBR59
r. Stream Index Number:
15-254
s. Classification of Water Body:
SA HQW
9. The discharge from the wet pond shall be directed to a secondary BMP. The following
design criteria have been permitted for the secondary BMP infiltration basin #1 to meet
the "No direct discharge" requirement contained in NCAC 02H .1005 (a)(1)(C), and
must be maintained at this design condition:
a. Wet pond average discharge through the orifice, cfs: 0.59
b. Total volume to be infiltrated, cf: 151,844
c. Bottom surface area, sf: 9,435
d. Soil Infiltration rate, in/hr-. 3.5
e. Infiltration flowrate through the bottom, cfs: 0.76
f. Volume of the infiltration basin, cf: 21,384
Page 2 of 10

State Stormwater Management Systems
Permit No. SW8 161204
10. The following design criteria have been permitted for the alternative design infiltration
basin in DA 2, and must be maintained at design condition:
r
DA 2
a. Rule cite
2008
b. Drainage Area, acres:
Onsite, ft2:
Offsite, W.
1.93
84,035
0
c. Total Impervious Surfaces, ft2:
Onsite, ft2:
Offsite, ft2:
' Future, ft2:
39,150
38,563
0
587
d. Design Storm, inches:
3.7
e. Basin Depth, feet:
2.30
f. Bottom Elevation, FMSL:
21.0
g. Bottom Surface Area, ft2:
31140
h. Bypass Elevation, FMSL:
23.3
i. Permitted Storage Volume, W:
12,356
j. Predevelopment 1 yr-24 hr.
discharge rate, cfs:
n/a
k. Type of Soil:
Wando
1. Expected infiltration Rate, in/hr:
4.0
m. Seasonal High Water Table, FMSL:
17.75
n. Time to Draw Down, days:
<1
o. Receiving Stream/River Basin:
Kilbart Slough / LBR59
p. Stream Index Number:
15-25-4
q. Classification of Water Body:
SA HQW
11. Per section .1008 (h) of the stormwater rules, the alternative design infiltration basin in
DA#2 provides equal or better protection because it infiltrates a 10-year, 24-hour storm
without discharging, using an infiltration rate of one-half of the expected infiltration rate
provided in the soils report. The infiltration basin is designed in accordance with
Option #4 of Section 16.3.9 of the BMP manual, therefore, no bypass, no vegetated
filter strip, and no additional storage volume are required. The approved parameters
are:
a. 10 yr 24 hr design storm, inches 7.0 (from NOAA chart)
b. Volume to infiltrate, cf: 22,439 (per HydroCAD)
C. Volume infiltrated in 24 hours, cf: 12,560 (at % reported infiltration rate)
d. Remaining volume to infiltrate, cf: 9,879 (must be < provided storage volume)
11. SCHEDULE OF COMPLIANCE
No person or entity, including the permittee, shall alter any component of the approved
stormwater system shown on the approved plans unless and until the Division has
approved of the revised plan.
2. The stormwater management system shall be entirely constructed, vegetated and
operational for its permitted use prior to the construction of any built -upon surface.
3. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately. If the stormwater system is used as an Erosion
Control device, it must be restored to design condition prior to operation as a
stormwater treatment device, and prior to occupancy of the facility.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of the Division. The records will indicate the date, activity, name
of person performing the work and what actions were taken.
Page 3of10

State Stormwater Management Systems
Permit No. SW8 161204
5. The permittee shall review all outparcel plans for compliance with the conditions of this
permit. The permittee shall not approve any plans where the maximum allowed built -
upon area has been exceeded, or where revisions to the grading or to the storm
drainage system are proposed, or where impervious surface is proposed within the 50'
stormwater setback, unless and until a permit modification has been approved by the
Division.
6. Prior to the sale of any outparcel, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 161204, as issued by the
Division of Energy, Mineral and Land Resources under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
G. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the Division.
e. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division.
f The maximum built -upon area for each outparcel is listed below, in square feet.
This allotted amount includes any built -upon area constructed within the
outparcel property boundaries, and within that portion of the right-of-way
adjoining the property lines to 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 slatted
decking, the water sur face of swimming pools, a surface of #57 sione laid at
least four (4) inches thick over a geotextile fabric or a "trail" as defined in NCGS
113A-85.
Outparcel #1 @23,998 ft2; Outparcel #2 @27,763 ft2; Outparcel #3 @47,896 ft2;
Outparcel #4 @47,640 ft2; and Outparcel #5 @95,367 ft2.
g. All runoff from the built -upon areas on the outparcel must drain into the
permitted stormwater control measure. This may be accomplished through any
means available including piping, grading and swales.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
i. All affected outparcels shall maintain a 50' wide vegetative setback adjacent to
surface waters, measured horizontally from and perpendicular to the normal
pool of impounded structures, the top of bank of each side of streams and rivers
and the mean high water line of tidal waters.
j. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the Stormwater Rulcs is
subject to enforcement procedures as set forth in G.S. 143, Article 21.
k. Each outparcel within the project whose ownership is not retained by the
permittee, must submit a separate Offsite Stormwater Management Permit
application package to the Division and receive a permit prior to any
construction on the lot.
7. The permittee shall record the required deed restrictions prior to the conveyance of
any outparcel. The permittee shall submit a copy of the recorded deed restrictions to
the Division within 30 days of the date of recording. The recorded copy must contain
all of the statements above, the signature of the Permittee, the deed book number and
page, and the stamp/signature of the Register of Deeds.
Page 4 of 10

State Stormwater Management Systems
Permit No. SW8 161204
8. The permittee is responsible for the routine monitoring of the entire project for
compliance with the built -upon area limits, grading, storm drainage collection system
and the stormwater control measures, as established by this permit, the permit
documents, the approved plans, and the recorded deed restrictions. The permittee
shall notify any outparcel owner that is found to be in noncompliance with the
conditions of this permit in writing, and shall require timely resolution.
9. The permittee shall at all times provide the operation and maintenance necessary to
assure that all components of the permitted stormwater control measures function at
design condition. The approved Operation and Maintenance Agreement is
incorporated by reference into this permit and must be followed in its entirety and
maintenance must occur at the scheduled intervals.
10. If the permanent pool volume in the wet detention pond stormwater treatment system
is greater than 30,000 cubic feet, a decorative spray fountain will be allowed subject to
the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
s u rface.
b. Separated units, where the nozzle, pump and intake are connected by tubing,
may be used only if they draw water from the surface in the deepest part of the
pond.
C. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for the fountain's pump is based on the permanent
pool volume. The maximum pump power for a fountain in this pond is 3/.
11. The facilities shall be constructed, operated and maintained in accordance with the
conditions of this permit, the approved plans and specifications, and other supporting
data as attached to this permit and on file with the Division.
12. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and
prior to operation of this permitted facility, the permittee shall cause a certification from
an appropriate designer for the system installed to be submitted, certifying that the
permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the C;ertifir:ation
13. All stormwater runoff collection and treatment systems must be located in either public
rights -of -way, dedicated common areas or recorded easements. The final plats for the
project will be recorded showing all such rights -of -Way, common areas and
easements, in accordance with the approved plans. Access to the stormwater
facilities for inspection and maintenance shall be maintained via appropriate recorded
easements at all times.
14. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to any item shown on the approved plans, including the stormwater
control measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or part of
the project area.
d. Filling in, modifying, eliminating, regrading, resizing, relocating or rerouting any
of the approved runoff collection and conveyance components or SCM's.
e. The construction of any future BUA listed on the application.
f. The construction of permeable pavement for BUA credit.
g. Modifications resulting from deviations after certifying the project.
Page 5of10

State Stormwater Management Systems
Permit No. SW8 161204
15. Prior to transfer of the permit, the stormwater facilities will be inspected by Division
personnel. The project and the stormwater facility must be in substantial compliance
with all permit conditions. Any items not in substantial compliance must be repaired,
replaced or restored to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
16. The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit. Within the time frame specified in the
notice, the permittee shall submit a written time schedule to the Director for modifying
the site to meet minimum requirements. The permittee shall provide copies of revised
plans and certification in writing to the Director that the changes have been made.
17. A completed and signed name/ownership change form must be submitted within 30
days by the permittee to notify the Division of any changes in ownership or by the
property owner to notify the Division of any changes in development responsibility. If
the purchase agreement between Halpern Enterprises, Inc. and DWE Timber, LLC, is
dissolved, cancelled or defaulted, and the Division is not notified by the permittee to
transfer the permit, then the responsibility for permit compliance reverts back to the
property owner. Otherwise, DWE Timber, LLC will be operating a stormwater
treatment facility without a valid permit, which is a violation of NC General Statue 143-
215.1 and may result in appropriate enforcement action including the assessment of
civil penalties.
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the Stormwater rules is subject
to enforcement procedures as set forth in NCGS 143 Article 21.
2. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances, which may be imposed by other
government agencies (local, state, and federal) having jurisdiction.
3. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division, such
as the construction of additional or replacement stormwater control measures.
Additional or replacement stormwater control measures shall receive a permit from the
Division prior to construction.
4. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division of Energy, Mineral and Land Resources at least 60
days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made subject
to the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
C. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121,
e. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-01(e)
and NCGS 57D-6-07;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
Page 6 of 10

State Stormwater Management Systems
Permit No. SW8 161204
5. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request. Neither the sale of the project, in whole
or in part, nor the conveyance of common area to a third party constitutes an approved
transfer of the stormwater permit.
6. The permittee grants DEMLR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until modified, revoked, terminated
or renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Approved plans, calculations, supplement forms, operation and maintenance
agreements and specifications for this project are incorporated by reference and are
enforceable parts of the permit. A copy of the approved plans and specifications shall
be maintained on file by the Permittee at all times.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
control measures must follow the guidelines established in the North Carolina Erosion
and Sediment Control Planning and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit as
allowed by the laws, rules and regulations contained in Session Law 2006-246, Title
15A NCAC 2H.1000, Session Law 2008-211 and NCGS 143-215.1 et.ai.
11. The permittee shall submit a permit renewal application request at least 180 days prior
to the expiration date of this permit. The renewal request must include a completed
and signed renewal application form, documentation and the processing fee.
Permit issued this the 17th day of January 2017.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Ics��
i racy 4Avis, r'.t. uirector
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 161204
Page 7 of 10

State Stormwater Management Systems
Permit No. SW8 161204
Master Permit No. SW8 161204
i
Lot # from
Master Permit
Drains to
Pond #
Offsite Permit No.
Date Issued i Offsite Project Name
Allocated
BUA
Proposed
BUA
OP #1
DA1
j
23,998
OP #2
DA1
27,763
OP #3
DA1
I
47,896
j OP #4
DA1
j
47,640
OP #5
DA1
I
95,367
Page 8 of 10

State Stormwater Management Systems
Permit No. SW8 161204
Ocean Isle Beach Market Place
Stormwater Permit No. SW8 161204
Brunswick County
Designer's Certification
Page 1 of 2
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent
of the approved plans and specifications.
The checklist of items on page 2 of this form is a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 9 of 10

State Stormwater Management Systems
Permit No. SW8 161204
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.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
15. The required dimensions of the system are provided, per the approved plan.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDEQ-DEMLR Regional Office
Justin Whiteside, Town of Ocean Isle Beach Building Inspections
Page 10 of 10

DEMLR USE ONLY
Date Re ei ed
Fee Paid
Permit Number
Applicable ul ❑Coastal SW -�If ❑Coastal SW - 2008 ❑ Ph II - Post Constructioif
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Ocean Isle Beach Market Place
2. Location of Project (street address):
Beach Drive (NC Hwy 179)
City:Ocean Isle Beach County:Bruns*r :ck -ip:
3. Directions to project (from nearest major intersection):
Traveling north east along Beach Drive (NC Hwy 179), the project is on the right hand side of the road
aRp oximately 500 ieei from the intersection of Beach Drive and Causeway Dr/Ocean isle Beach Rd SW
4. Latitude:33° 54' 19" N Longitude: 78° 26' 14" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-IO2 - Renewal Application Form
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit: Proposed Impacts 1.508 Acres
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? [:]No ®Yes
If yes, see S.L. 2012-200, Part VI: ht ortal.ncdenr.or web lr rules -and -re latio�
Form SWU-101 Version Oct. 31, 2013 Page 1 of 6 e��

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization:Halpern Enterprises, Inc.
Signing Official & Title:Wil lam Brown Tr. - President
b. Contact information for person listed in item 1a above:
Street Address:5200 Roswell Road NE
City:Atlanta State:GA Zip:30342
Mailing Address (if applicable):
City:
Phone: (770 ) 508-3319
Email:[e-mail]
State: Zip:
Fax: (774 °Z -KO
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
® Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:DWE Timber LLC
Signing Official & Title:Decarol Williamson
b. Contact information for person listed in item 2a above:
Street Address:2618 New Village Way _
City: Wilmington State:NC Zip:28405
Mailing Address (if applicable):
City: State: Zip:
Phone: (910 ) 251-7899 Fax:
Email:
3. a. (Optional) Print i to name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City:
State:
Phone: ( Fax:
Email:
4. Local jurisdiction for building permits:
Point of ContactJustin Whiteside Phone #:
Zip:
ECEIVE
BY: -------------
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Impervious runoff will be collected in roof leaders, catch basins, and open channel swales and routed to
either a wet detention basins / infiltration basin set up in series or an infiltration basin / infiltration trench for
treatment.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the Lumber River basin.
4. Total Property Area: 44.859 acres
5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+:44.859 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NSW, line or Mean High Water
(MriV� line, and coastal wetlands landward from the NHVV (or A4 Vv) line. The resultant project area is used to
calculate overall percent built upon area (B UA). Non -coastal wetlands landward of the NHW (or MHK) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 33.0
9. How many drainage areas does the project have?2 (For high density, count I for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
Receiving Stream Name
Kilbart Slogh
Kilbart Slogh
Stream Class *
SA, HQW
SA, HQW
Stream Index Number *
15-25-4
15-25-4
Total Drainage Area (sf)
857,175
84,035
On -site Drainage Area (so
857,175
84,035
Off -site Drainage Area (so
0
0
Pro -posed Impervious Area" 'sf'
1 605,000
39,150
% Impervious Area** total
70.6
1 46.6
Impervious' Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area
Drains a Area
On -site Buildings/Lots (sf)
57,225
0
On -site Streets (sf)
58,366
32,785
On -site Parking (sf)
192,348
0
rA
On -site Sidewalks (sf)
17,760
5,778
Other on -site (sf) 0
242,664
0
Future (sf)
36,637
587
-
Off -site (sf)
0
0
"
d
Existing BUA*** (sf)
0
0
Total (sf):
605,000
39,150
* Stream Class and Index Number can be determined at: http, portal.ncdenr.org&eblzvq&s/csu/classifications
Im ervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
'Report only.that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6

11. How was the off -site impervious area listed above determined? Provide documentation. N/A
Proiects in Up -ion County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements aspen 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.orz/web/wa/ws/su/bmv-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map atht!p://portal.ncdenr.org/web/.-I%rA/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from hU://12ortal.ncdenr.or-z/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants ✓
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M ✓
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to ✓
http://www.envhelp.org/1ages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor ✓
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the ✓
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations. IVE
1. Details of roads, drainage features, collection systems, and stormwater control I sures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineate y a 0 �016
qualified person. Provide documentation of qualifications and identify the per who`-C
made the determination on the plans. it
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff cal
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated "buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify f
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 3559 Page No: 1353
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
ht!p://www.secre!4a.state.nc.us/Corl2orations/CSearch.mpx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from ht42://12ortal.ncdenr.org/web/Ir/state-stormwater-
forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holders) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Daniel T. Fisk, PE
Consulting Firm: P aramounte Engineering, Inc.
Mailing Address:122 Cinema Drive
City:Wilming*on State:NC Zip:23403
Phone: (910 ) 791-6707 Fax: (910 ) 791-6760
Email: [e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) Decarol Williamson certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) William Brown Jr. with (print or type name of organization listed in
Contact Information, item 1a) Halpern Enterprises, Inc. to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
ECEIVE
DEC 0 6 2016
BY:
Form SWU-101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1 ) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including tl}e ass
,pgme&t & ciyil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Date: `7✓.2. / /,�,
I, 3QC&a1f\ kt 1 • CAA\'E, , a Notary Public for the State of lli C- , County of
Q R rA %r , do hereby certify that 9 ` DECc-c& CsynSon, personally appeared
before me this Al day of J O`w ao l G�, and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, . 1,.,
NOTARY
PUBLIC
R ColpX9
X. APPLICANT'S CERTIFICATION
SEAL
My commission expires of l (S I 1 L'
I, (print or type name of person listed in Contact Information, item la) 4J 4 444 ,�wh Tr'
certify that the information included on this permit application form. is, to thE best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recg4ded, and that the proposed project complies with the requirements of the
applicable stormwateruerNCAC 2H .1000 and any other applicable state stormwater requirements.
Date:
I, /a v a Notary Public for the State of County of
u 1 do hereby certify that Lv I ( b A m 7 3"Lun , 4.r personally appeared
before me this Z day of --OtC2 9 Ll .10 I L and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, I `h)
DARA W TABB
NOTARY PUBLIC
COMMISSION EXPIRES JANUARY 27, 201T
EULTON COUNTY, GEORGIA
SEAL
My commission expires 71oi"rli
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

Permit
(to be provided by DWQ)
ATA
NC DENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part ll!) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name Ocean Isle Beach Market Place
Contact person Daniel J. Fisk, PE
Phone number 910.791.6707
Date 12.06.16
Drainage area number 1
Ill., DESIGN INFORMATION."
Site Characteristics
Drainage area
857,175 f;2
Impervious area, post -development
605,000 ff
% impervious
70.58 %
Design rainfall depth
3.7 in
Storage Volume: Non -SA Waters
Minimum volume required
N (� fe
Volume provided
fe
Storage Volume: SA Waters
1.5" runoff volume
73,420 fl3
Pre -development 1-yr, 24-hr runoff
25,259 fe
Post -development 1-yr, 24-hr runoff
177,103 fe
Minimum volume required
151,844 fO
Volume provided
154,341 fe
C C E' V G
i••-
Peak Flow Calculations
Is the prelpost control of the 1 yr 24hr storm peak flow required?
Y (Y or N)
DEC 0 8 20%
1-yr, 24-hr rainfall depth
in
Rational C, pre -development
(unitless)
Rational C, post -development
(unitless)
'
Rainfall intensity: 1-yr, 24-hrstorm
inlhr
Pre -development 1-yr, 24-hr peak flow
2.58 felsec
Post -development 1-yr, 24-hr peak flow
58.78 fl3/sec
Pre/Post 1-yr, 24-hr peak flow control
56.20 f?1sec
,I
��R ,t,11
Elevations
Temporary elevation
23.00 fmsl
•���0 '�
ZO
pool
Permanent pool elevation
20.50 fmsl
..r
SHWT elevation (approx. at the perm. pool elevation)
fmsl-
Top of 10ff vegetated shelf elevation
20.50 fmsl
%1 _
Bottom of 1Oft vegetated shelf elevation
19.50 fmsl
IZ
Sediment deanout, top elevation (bottom of pond)
15.00 fmsl
z .O%.Itp
Sediment deanout, bottom elevation
14.00 fmsl
Sediment storage provided
1.00 It
YE` J
Is there additional volume stored above the state -required temp. pool?
Y (Y or N)
Elevation of the top of the additional volume
23.0 fmsl OK
Form SW401-Wet Detention Basin-Rev.9-4/18/12 Parts I. & II. Design Summary, Page 1 of 2

Permit
(to be provided by DWQ)
II. DESIGN INFORMATI0N
Surface Areas
Area, temporary pool 66,860 fe
Area REQUIRED, permanent pool
SAIDA ratio
Area PROVIDED, permanent pool, �,m�
Area, bottom 0* vegetated shelf, Aa
Area, sediment cieanout, top elevation (bottom of pond), 46-,nd
Volumes
Volume, temporary pool
Volume, permanent pool, Vmrrn_pwl
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, l errnp of
Area provided, permanent pool, jorrn_pw
Average depth calculated
Average depth used in SAIDA, ck, (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10-2b)
Area provided, ermanent pool, 4 ,,,, pod
Area, bottom of!ft vegetated shelf, Aa shelr
Area, sediment cleanout, top elevation (bottom of pond), &c_pmd
"Depth" (distance b/w bottom of A shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, 4,,, (Round to down to nearest 0.5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if -non -circular)
Coefficient of discharge (t-0)
Driving head (Ft)
Drawdown through weir?
Weir type
Coefficient of discharge (CN)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge dfice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Capures all runoff at ultimate build -out?
Drain mechanism for maintenance or emergencies is:
51,945 fe
6.06 (unitless)
56,660 flOK
37,855 fl?
23,350 ft2
154,341 fe OK
228,679 fps
49,260 ff
21.5% % OK
90 %
Y (Y or N)
N (Y or N)
6.06 (unitless)
N (Y or N)
228,679 fP
56,660 ftz
0000— ft
ft
Y (Y or N)
56,660 ft2
37,855 fe
23,350 fe
4.50 ft
4.10 ft
4.0 It
Y (Y or N)
5.00 in
641 A. in2
0.60 (unitless)
0.8210.83 ft
N (Y or N)
(unitless)
(unitless)
ft
ft
2.68 fe/sec
58.78 its/sec
0.5910.60 ifisec
2.8812.98 days
3 :1
6 :1
6.0 It
3 :1
3.6 :1
Y (Y or N)
>/=1 ft
N (Y or N)
(Y or N)
Y (Y or N)
Need 3 ft min.
OK
OK
aft'0 1 Paw vw
,0 ' *&04%eL'O
reldlrre"diodlaluETam greaier than pie-dev, ig46f.
Ire :``Mcdpowdown imm `h-, :1!h;n j unya.
OK
OK
OK
OK
OK
OK
OK
OK
BY:
:-CEIVI
DEC 0 8 ZU10
Form SW401-Wet Detention Basin-Rev.9.4/18/12 Parts I. & It. Design Summary, Page 2 of 2

Permit No. so s t & i o 4-
(to be provided by DWQ)
STORMWATER MANAGEMENT PERMIT APPLICATION FORM Da
NC®ENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part ///) must be printed, filled out and submitted along with all of the required information.
I. PROJECT. INFORMATION
Project Name Ocean Isle Beach Market Place
Contact Person Daniel J. Fisk, PE
Phone Number 910.791.6707
Date 12.15.16
Drainage Area Number 1 Con 2P4
II. DESIGN INFORMATION
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Desion Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
857,175.00 fe
605,000.00 fe
70.58 %
3.73 in
wl&
► IAV in
pid, in/hr
0 X Osec
). o., ft3/sec
y
I /J01•
N Ar ft3
A *41 ft,
73420.00 ft'
25,259.00 ft9
177,103.00 ft3
151844.00 ft3
21,384.00 —fe
Wando fine sand
3.50 in/hr
19.75 fmsl
2.30 days
3.00
:1
20.50
fmsl
22.50
fmsl
11,830.00
f?
23.00
fmsl
105.00 ft
110.00 ft
9,435.00 le
V_0K*M" am.?.
OK
OK
ECEIVE
DEC 15 2pffi
BY'SlaFllol20
qg o CARO�,
• 040501
'•y0:�(3tN�C�''�r
Form SW401-Infiftration Basin-Rev.5 11Apr2011 Parts I. & It. Design Summary, Page 1 of 2

Permit
Additional Information
Maximum runoff to each inlet to the basin?
14kr
ac-in
Length of vegetative filter for overflow
NIA
ft
Distance to structure
>15
ft
Distance from surface waters
>50
ft
Distance from water supply well(s)
>100
ft
Separation from impervious soil layer
>1
ft
Naturally occuring soil above shwt
0.42
ft
Bottom covered with 4-in of clean sand?
Y
(Y or N)
Proposed drainage easement provided?
4
(Y or N)
Capures all runoff at ultimate build -out?
Y
(Y or N)
Bypass provided for larger storms?
Y
(Y or N)
Pretreatment device provided
Wet Pond
OK
OK
OK
OK
OK ce
OK
OK
OK
ECEIVE
DEC 15 2016
BY.
(to be provided by DWQ)
Form SW401-Infiltration Basin-Rev.5 11Ap2011 Parts I. S ii. Design Summary, Page 2 of

Permit No.SW3 f & 12.0 4-
(to be provided by DWQ)
y/
'P0.-% STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WDENR 401 CERTIFICATION APPLICATION FORM
INFILTRATION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part Ill) must be printed, filled out and submitted along with all of the required information.
I. PROJECTINFORMAT10N
Project Name Ocean Isle Beach Market Place
Contact Person Daniel J. Fisk, PE
Phone Number 910.791.6707
Date 12.15.16
Drainage Area Number 2 �r'h 2 YC Kin lib biI
II. DESIGN INFORMATION
Site Characteristics
Drainage area
Impervious area
Percent impervious
Design rainfall depth
Peak Flow Calculations
1-yr, 24-hr rainfall depth
1-yr, 24-hr intensity
Pre -development 1-yr, 24-hr discharge
Post -development 1-yr, 24-hr discharge
Pre/Post 1-yr, 24-hr peak flow control
Storage Volume: Non -SA Waters
Minimum design volume required
Design volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre -development 1-yr, 24-hr runoff volume
Post -development 1-yr, 24-hr runoff volume
Minimum required volume
Volume provided
Soils Report Summary
Soil type
Infiltration rate
SHWT elevation
Basin Design Parameters
Drawdown time
Basin side slopes
Basin bottom elevation
Storage elevation
Storage Surface Area
Top elevation
Basin Bottom Dimensions
Basin length
Basin width
Bottom Surface Area
Form SW401-Infiltration Basin-Rev.5 11Apr2011
84,035.00 fe
39,150.00 fe
46.59 %
3.73 in
A fW_
lei in
p114 in/hr
KIAr ft3/sec
144 ft3/sec
14 kA ft3/sec
aloe —fe
I ft,
4930.00 ft3
12.00 ft
6,500.00 ft
6488.00 fe
12,356.00 fl
Wando fine sand
4.00 in/hr
17.75 fmsl
0.96 _ _ days
3.00
:1
21.00
fmsl
23.30
fmsl
6,382.00
ftz
24.05
fmsl
150.00 ft
22.00 ft
3,140.00 fe
(14p6Ch4
OK
OK
OK
OK
%`a0 CA/,��
040501 .
41 cL J \\ \
'pro, got;��\\
Parts I. & It. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
Additional information
Maximum runoff to each inlet to the basin?
/
ac-in
Length of vegetative filter for overflow
NIA
ft
OK
Distance to structure
>15
ft
OK
Distance from surface waters
>50
ft
OK
Distance from water supply well(s)
>100
ft
OK
Separation from impervious soil layer
>1
ft
OK
Naturally occuring soil above shwt
2.92
ft
OK
Bottom covered with 4-in of clean sand?
Y
(Y or N)
OK
Proposed drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Bypass provided for larger storms?
Y
(Y or N)
OK
Pretreatment device provided
Stilling basin /
Inlet Sumps
E C fi.:�. IVG
DEC 15 2015
BY:
Form SW401-Infiftrafion Basin-Rev.5 11Apr1011 Parts I. & II. Design Summary, Page 2 of 2

Operation & Maintenance Agreement
Project Name:
Project Location:
Ocean Isle Beach Market Place
Beach Drive (NC Hwy 179) - Town of Ocean Isle Beach
Cover Page
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set location.
Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced immediately. These deficiencies can
affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply & col
Bioretention Cell
Quantity:
Dry Detention Basin
Quantity:
Grassed Swale
Quantity:
Green Roof
Quantity:
Infiltration Basin
Quantity:
Infiltration Trench
Quantity:
Level SpreaderNFS
Quantity:
Permeable Pavement
Quantity:
Proprietary System
Quantity:
Rainwater Harvesting
Quantity:
Sand Filter
Quantity:
Stormwater Wetland
Quantity:
Wet Detention Basin
Quantity:
Disconnected Impervious Area
Present:
User Defined BMP
Present:
onding
O&M tables will
Location(s):
Location(s):
Location(s):
Location(s):
`1.. Location(s):
i� � Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
2
i
No
No
be added automatically):
East PL, N of wetlands / W of access rd
ly
East PL, N of wetiands
CLICK TO UPDATE O&M MANUAL
I acknowledge and agree by my signature below that 1 am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
Signature:
* Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
William Brown Jr.
President - Halpern Enterprises, Inc.
5200 Roswell Road NE
Atlanta, GA 30342
770.508.3319
bbrownD halpernent.com
01
a Notary Public for the State of
Date:
County of 4-,6 14T— - , do hearby certify that U., , ((; a p
r,
personally appeared before me thiday ofc c r�6CZa 1(m and
acknowledge the due execution of the Operations and Maintenance Agreement.
Witness my hand and official seal,
DARA W TABB
NOTARY PUBLIC
COMMISSION EXPIRES JAN
FULTON COUNTY, GEC
27, 2017
y commission expires
RECEIVED
DEC o e ams
BY•
STORM-EZ 11 /30/2016
Version 1.4 O&M Manual Page 1 of 5

Infiltration System Maintenance Requirements
Important maintenance procedures:
- The drainage area will be carefully managed to reduce The sediment load to The infiltration basin.
_ Immediately after the infiltration basin is established, the vegetation will be watered twice weekly if needed until
the plants become established (commonly six weeks).
No portion of the infiltration basin will be fertilized after the initial fertilization that is required to establish the
vegetation.
- The vegetation in and around the basin will be maintained at a height of approximately six inches.
After the infiltration basin is established, it shall be inspected once a quarter and within 24 hours after every storm event greater
than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance shall be kept in a known set
location and shall be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potential problem:
How to remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
infiltration basin
erosive gullies have formed.
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the sediment off -site.
swale
applicable).
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale (if applicable).
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
The forebay
Sediment has accumulated
Search for the source of the sediment and remedy the problem if
and reduced the depth to 75%
possible. Remove the sediment and dispose of it in a location where it
of the original design depth.
will not cause impacts to streams or the BMP.
Erosion has occurred or riprap
Provide additional erosion protection such as reinforced turf matting or
is displaced.
riprap if needed to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If pesticides are used, wipe
them on the plants rather than spraying.
The main treatment area
A visible layer of sediment has
Search for the source of the sediment and remedy the problem if
accumulated.
possible. Remove the sediment and dispose of it in a location where it
will not cause impacts to streams or the BMP. Replace any media that
was removed in the process. Revegetate disturbed areas immediately.
Water is standing more than 5
Replace the top few inches of filter media and see if this corrects the
days after a storm event.
standing water problem. If so, revegetate immediately. if not, consult
an appropriate professional for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by wiping them with pesticide (do not
growing in the main treatment
spray).
area.
The embankment
Shrubs or trees have started
Remove shrubs or trees immediately.
to grow on the embankment.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
��� Q 8 Z0�
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispo .
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
damage have occurred at the
Contact the local NC Department of Environment and Natural
Resources Regional Office.
outlet.
ST -
Version 1.4 O&M Manual Pago 2 of 5

Wet Detention Pond Maintenance Requirements
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if one
is provided.
Important maintenance procedures:
_ Immediately after the wet detention basin is established, the plants on the vegetated shelf and perimeter of the
basin should be watered twice weekly if needed, until the plants become established (commonly six weeks).
_ No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to
establish the plants on the vegetated shelf.
_ Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention
basin.
_ If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the
emergency drain should be minimized to the maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and within 24 hours after every storm event
greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance should be kept in a known
set location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately.
BMP element:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
Regrade the soil if necessary to remove the gully, and then plant a
erosive gullies have formed.
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of approximately six inches.
long.
Unclog the pipe. Dispose of the sediment off -site.
The inlet device
The pipe is clogged.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to smooth it over and provide erosion
swale.
control devices such as reinforced turf matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The forebay
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design depth for
will not cause impacts to streams or the BMP.
sediment storage.
Erosion has occurred.
Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional practices
show that pruning is needed to
maintain optimal plant health.
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc.
dying.
Remedy the problem and replace plants. Provide a one-time fertilizer
application to establish the ground cover if a soil test indicates it is
necessary.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on
the plants rather than spraying.
STORM-EZ
Version 1.4
DEC 0 8 2016
BY:
11 /30/2016
Page 3 of 5
O&M Manual

Wet retention Pond Maintenance Requirements (Continued)
The main treatment area
Sediment has accumulated to
Search for the source of the sediment and remedy the problem if
a depth greater than the
possible. Remove the sediment and dispose of it in a location where it
original design sediment
will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50%
Consult a professional to remove and control the algal growth.
of the area.
Cattails, phragmites or other
Remove the plants by wiping them with pesticide (do not spray).
invasive plants cover 50% of
the basin surface.
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or beaver
Use traps to remove muskrats and consult a professional to remove
activity is present.
beavers.
A tree has started to grow on
the embankment.
Consult a dam safety specialist to remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Department of Environment and Natural
damage have occurred at the
Resources Regional Office.
outlet.
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not
reaauy penetrate intu accumuatea seaiments.
RECEIVE
DEC 0 8 201F
13Y:
STORM-EZ 11/30/2016
Version 1.4 O&M Manual Page 4 of 5

WET POND ID FOREBAY
MAIN POND
#1 Permanent Pool El. 20.5
Permanent Pool El.
20.5
Temporary Pool El: 23
Temporary Pool El:
23
Pretreatment other No Clean Out Depth: 6.5
Clean Out Depth:
5.5
than forebay?
Sediment Removal El: 14
Sediment Removal El:
15
Has Veg. Filter? No Bottom Elevation: 13
Bottom Elevation:
14
n
nECEIVE
9EC 0 8 2016
BY,
STORM-EZ 12/6/2016
Version 1.4 O&M Manual Page 5 of 5

Hich Density Developments with Outparcels
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 Developments
with Outparcels where outparcel lots will be subdivided from the main tract and sold. 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, William Brown Jr. , 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 outparcel or
future development area:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
The following covenants are intend t en ure ngoing compliance with State Stormwater
Management Permit Numbe , as issued by the Division of Energy, Mineral
and Land Resources under the Stormwater Management Regulations.
The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
These covenants are to run with the land and be binding on all persons and parties claiming
under them.
The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Energy, Mineral and Land Resources.
The maximum built -upon area for the outparcel(s) shown on the approved plans is as follows:
Outparcel # BUA
1 23,998 sf
3 47,896 sf
5 95,367 sf
Outparcel # BUA
2
4
27,763 sf
47,640 sf
These allotted amounts include any built -upon area constructed within the property boundaries,
and that portion of the right-of-way between the lot lines 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.
The runoff from all built -upon area within the outparcel or future development area must be
directed into the permitted stormwater control system.
Built -upon area in excess of the permitted amount will require a permit modification.
The connection from the outparcel's collection system into the stormwater control shall be made
such that short-circuiting of the system does not occur.
For those outparcels or future development areas whose ownership is not retained by the
permittee, the new owner shall submit a separate offsite stormwater permit application to the
Division of Energy, Mineral and Land Resources and receive a permit prior to construction.
Form DRPC-2 Rev.2 05Nov2009
DEC 0 0 20%
Page 1 of 2 ��

Hich Density Developments with Outparcels
Deed Restrictions & Protective Covenances
Signature: Date: %�
I,Gt rF �Gt a Notary Public in the
State of C�; ,� , County of 41 V'\
do hereby certify that W personally appeared
before me this the ' ^--A day of 'r,)eCe &4 L4r , 20 1 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
Signature
My Commission expires 6A-rl c.Q
DARA W TABB
NOTARY PUBLIC
MY COMMISSION EXPIRES JANUARY 27, 2017
RXTON COUNTY, GEORGIA
EGEIVE
DEC 0 8 2016
BY:
Form DRPC-2 Rev.2 05Nov2009 Page 2 of 2

MEMORY TRANSMISSION REPORT
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
192
01.17 15:46
97916760
12
01.17 15:51
01.17 15:54
12
OK
TIME :01-17-2017 15:54
FAX NO.i :9103502004
NAME :Mainfax

MEMORY TRANSMISSION REPORT
TIME :01-17-2017 15:51
FAX N0.1 :9103502004
NAME -Mainfax
FILE NO.
191
DATE
01.17 15:45
TO
917709860340
DOCUMENT PAGES
12
START TIME
01.17 15:45
END TIME
01.17 15:51
PAGES SENT
12
STATUS
OK

Lewis,Linda
From: Lewis,Linda
Sent: Friday, January 13, 2017 10:44 AM
To: 'Tim Clinkscales'
Cc: [e-mail]; Dan Fisk ([e-mail]); Scott, Georgette
Subject: 50' buffer for Ocean Isle Beach Market Place SW8 161204
Tim
Thank you for dropping off the revised plan with the 50' buffer yesterday. Unfortunately, as was
discussed at the ACOE meeting yesterday, DWR made a stream determination call in February of
2016 for that piece of the stream that extends to the northwest of the main stem, up between the
entrance road and Pond #1. You will need to provide and delineate a 50' buffer along that part of the
stream as well. This is the only outstanding issue at this point in the review process and I will be able
to issue this permit upon receipt of 2 copies of the updated plan showing the buffer around both
stream segments.
if any modifications to the project occur as a result of the ACOE concerns about the wetlands, they
will have to be submitted as a modification after this permit is issued. I'll be happy to address any
questions you might have about the options discussed yesterday to reduce the pond's footprint and
volume by utilizing permeable pavement or by adding another BMP such as a constructed wetland,
behind the proposed store. Options for redirecting some runoff into the wetlands via sheetflow (i.e.,
disconnected BUA) could be achieved if the project were resubmitted utilizing the StormEZ
spreadsheet.
Thank you.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
Iinda.lewisC%ncdenr.gov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Nothing comparcs,-�,-
Email correspondence to and frcm this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Lewis,Linda
From: Kim Williams <[e-mail]>
Sent: Friday, January 13, 2017 10:57 AM
To: Shaver, Brad E CIV USARMY CESAW (US); [e-mail];
[e-mail]; Lewis,Linda; Coburn, Chad; Cherri Cheek, Larry Cheek,
Charlie Worthen; Bill Brown; Tim Clinkscales; Dan Fisk
Cc: Christian Preziosi
Subject: FW: OIB Marketplace 1/12/17 meeting summary
Hi All
Here is a summary of our meeting from yesterday to discuss the Section 404/401 permitting status of the OIB
Marketplace project.
1. Stormwater:
a. Is there any innovative design possible to reduce the size of the pond and thus provide more uplands for
development thus reducing wetland impacts?
We discussed several design possibilities in the upland area behind the grocery store including
constructed wetlands and infiltration. The engineers pointed out that there is not much uplands
between the edge of pavement and the beginning of the wetlands/stream in this area and any BMP (if
feasible) would be small. Incorporation of BMPs (if feasible) would likely not result in any appreciable
reduction in the size of the stormwater pond. The engineer is going to evaluate BMPs further to
document what their potential capacity would be and if it would reduce the size of the pond. The
engineer will also evaluate the use of the StormEZ spreadsheet to determine if this method is feasible
(also discussed below). Note also that the engineer and LMG discussed that any small reduction in the
size of the pond would likely not have any effect on reducing wetland impacts given the location of the
pond and given that the configuration of the outparcels fronting NC 179 would likely remain unchanged
(even with a small reduction in pond size). Further information on BMPs/pond size will be provided as
part of the applicant's response.
b. How would the current design affect the adjacent wetlands relative to drainage?
The engineer is going to provide a summary that describes the proposed permanent pool elevation of
the pond and how it relates to the elevation of adjacent wetlands to demonstrate that the pond will not
have a drainage effect on these wetlands.
c. How does the applicant propose to address secondary impacts related to the starving of wetlands by
routing water away and down gradient of the headwater system?
The engineer is going to evaluate the use of BMPs (infiltration, constructed wetlands, sheet flow through
the Stormwater EZ spreadsheet) at key locations within the site to determine how much water could be
directed into the wetland system to minimize secondary impacts from the stormwater design. It appears
that trying to direct water into the wetlands/stream right behind the grocery store may not be worth
the effort, as this area has a narrow wetland fringe and has an adequate base flow already coming into
the system from the property to the west. It may be more effective to place BMPs adjacent to the
wetland fingers next to the proposed pond. However, the engineers pointed out that the large wetland
finger west of the pond will receive stormwater via pipe from the airport across the street and from
Beach Road. This water is expected to keep this wetland finger hydrated (as it does currently).

2. Purpose and Need Clarification
Brad was concerned that the purpose and need statement provided in the project narrative of the application
stated the project would be a "shopping center", which doesn't include the hotel. He then found a broader
purpose and need definition on the application form that described the project as a "high -end commercial/retail
development". He plans to use the latter description in his decision document since it would include the hotel
use.
3. Alternatives Analysis Discussion
Off -Site
(fin -Site
The main driving factor when selecting a site was its location. It needed to be centrally located to the
Brunswick Beaches area and be very convenient to visitors of the beach. Because of its proximity to two
major thoroughfares and its central location to the greater Brunswick Beaches region, the chosen site
was the only tract that Publix would consider. There was some discussion about the size of the project
area that the applicant initially tried to find when searching for a site in this area. Charlie Worthen
stated that it varied from as small as around 12 acres to as large as the existing size (-25 acres). In an
area like OIB, where there is not much other retail/commercial development, it was important that the
site be large enough to accommodate other retail shops and outparcels to create a destination for
shoppers. Furthermore, the site cannot be too large, as most landowners are not willing to subdivide.
It was also noted that the hotel was not an original component of the project, so its size was not
factored into the overall project size. However, Cherri Cheek pointed out that there is a strong need for
an affordable hotel in the area.
The USACE was generally accepting of the avoidance and minimization efforts shown in the on -site
alternatives analysis submitted. But would like to see if further minimization is possible with the
stormwater questions posed above.
There was some discussion about the parking requirements of Publix and whether there was any way to
reduce the number of spaces to more closely match the requirements of the Town. Charlie stated that
Publix would not negotiate on this point, especially considering how busy this area is in the summer.
Parking throughout the project area has been minimized as much as possible (as noted in previous
submittals).
Brad requested that the wetland line be shown on the bridge cross section to show how high the bridge
will be above the wetlands and to. determine if there will be any secondary impacts from shading. The
engineer will add this information.
Secondary and Cumulative Impacts
• The USACE requested that the road easement from the bridge to Culpepper Road and any BMPs
associated with it be shown on a drawing. This will help demonstrate that there are no secondary or
cumulative impacts from the road.
• Brad noted that the official project area is still the 22.4 acres north of Kilbart Slough.
4. Next steps
a. SHPO Concurrence
Brad noted that he spoke with a representative of SHPO about the archaeological report conducted by
ACC. They told him they generally agreed with ACC's conclusions which determined additional work
(Phase 2) in several areas. They plan to get a formal letter out shortly (still needed to be reviewed
"upstairs").
b. DCM Consistency

Kim has spoken with Heather Coats of DCM. She has placed the project on hold until USACE and DWR
comments have been addressed. No formal comments have been issued by their office, so once other
comments are resolved, she will issue the consistency determination.
C. DWR 401 Certification
Jennifer Burdette of DWR issued a letter on 1/11/17 with one additional comment. This comment
requested that the stormwater plan consider utilizing the StormEZ spreadsheet, which may allow limited
sheet flow into wetlands. As noted above, the engineer will evaluate this to determine if it is feasible.
Please let me know if you think I have forgotten or misstated anything. We plan to provide the USACE and DWR with the
above -noted information within a week.
Thanks!
Kim
Kim Williams I EnVronmen?:al Scientist
Land Management Group, Inc i Environmentai Consultants
C�rezt: 452-0001 r. 1903 1 C9 e: 910."71.5035 1 Fax:
SC5 "`rightsvEle . oi-- , Suit7. i 5 1 Wftin.7,ten. f C 284;• "
': [e-mail] 1 :veasii::: www.lmeroup.net

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E N G 1 N E E R 1 N G, 1 N C.
1 2 2 CINEMA DRIVE
W I L M I N C T O N, NC 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 (F )
T. F T T F. R n F T R A N C M i 'T T A i_
To:
NCDEQ
Date
101.12.17
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re:
Ocean Isie Beach Market Place
Express SW8 181204
Attu:
Linda Lewis, El
ProjectNo.
I 14414.PE
e are sendlqg4 Originals ® Prints
e followin items• [I Correspondence ® Plans
❑ Shop Drawings ❑ Calculations
❑ Specifications ❑ Other as listed below
Quantity
Date
Dwg. No.
Description
2
C-4.0
24"s 36" Revised Design Documents
ssue Status ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
Kction T ❑ No Exceptions Taken ❑Make Corrections Noted ❑Amend & Resu C E IV
EM
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other JAN 12 2017
C-4.0 — Revised to show 50' stream setback in accordance with what is shown as a blue line stream on the
NC Surface Water Classification Map website.
Cc. Signed: �Z:� . D.
Daniel J. Fisk, PE

Lewis,Linda
From: Coburn, Chad
Sent: Thursday, January 12, 2017 4:07 PM
To: Lewis,Linda
Subject: FW: Halpern - Publix NC WAM assessment
Stream Determination for the 2"d feature on the Ocean Isle Beach Marketplace (Publix) project.
From: Corey Novak [mailto:[e-mail]]
Sent: Monday, February 15, 2016 11:12 AM
To: Coburn, Chad <[e-mail]>
Subject: RE: Halpern - Publix NC WAM assessment
33.904544,-78.437698
Corey Novak ! Environmental Scl�:Dtist — M.an agsr
Urec~t: 45`2-001 x ^ 90C, I Fax: [phone]
Email: [e-mail] ( !:lebsite: www.lmgroup.net
Land Management Group, Inc I Env ronmemal Consuiianl-z
. �,OJ Wriahtsvi�111:Avc I S61M 15 1 Wlimington, NG 20 03
LMG
Enrr+onnrenrv� Cerifulrants
From: Coburn, Chad [mailto:chad.coburn ncdenr.eovl
Sent: Monday, February 15, 2016 11:06 AM
To: Corey Novak <[e-mail]>
Subject: RE: Halpern - Publix NC WAM assessment
Do you have the GPS coordinates of the beginning of the stream that we looked at the other day? I figured you may
since there was a blue flag there.
From: Corey Novak [mailto:[e-mail]]
Sent: Monday, February 15, 2016 9:54 AM
To: Coburn, Chad <[e-mail]>
Cc: Kim Williams <[e-mail]>; Christian Preziosi <[e-mail]>
Subject: RE: Halpern - Publix NC WAM assessment
Hey Chad,
Just curious about whether you've had a chance to play around with the WAM forms and what you came up with?
Thanks,

Corey Novak I, za n — r
�:;•_ �t: 32-000, x ^05I Fa::: _1t.;52.DJr7
cnovak Imgroup.net t-,r'�its? .;: www.lmgroup.net
Land Management Group, Inc I Envirof �.nt :' Cc�, Etam:._
"-'5V.' 7:1t=vTY.'.Wf' l SJi':-: 1" Iu`+Y.^..SiC;C'1; rl'v '. --'•J3
- L G
s Sn.•�* l.rrnrnful Cn+r+ukQnri
From: Coburn, Chad[mailto:chad.coburn([e-mail]
Sent: Thursday, February 04, 2016 1:20 PM
To: Corey Novak <[e-mail]>
Cc: Kim Williams <[e-mail]>; Christian Preziosi <[e-mail]>; Policarpo, John N SAW
<[e-mail]>
Subject: RE: Halpern - Publix NC WAM assessment
That works
From: Corey Novak [mailto:[e-mail]]
Sent: Thursday, February 04, 2016 11:38 AM
To: Coburn, Chad <[e-mail]>
Cc: Kim Williams <[e-mail]>; Christian Preziosi <[e-mail]>; Policarpo, John N SAW
<[e-mail]>
Subject: RE: Halpern - Publix NC WAM assessment
Chad,
Same time is good. 10:00 AM.
Thanks,
Corey Novak I Environmental Scientist — Project Manager
Dir ct: 452-0001 x 1905 1 Fax: [phone]
E n-1: cnovak(a 1mgroup.net ( � V,-bb5.; : v-wvw.]me. roup.net
Land Management Group, Inc I Environrrr::e's" Conaultonts
3805 V%friahtsville Ave I Suite 15 1 Whmirgtm, hC 28403
ss.^\LMG
.•�+14.!AN,li.r::'.1.t'?liGRl]ifPwc
(nvironmenrof Con I Ofonts
From: Coburn, Chad [mailto:[e-mail]]
Sent: Thursday, February 04, 2016 8:52 AM
To: Corey Novak <[e-mail]>
Cc: Kim Williams <[e-mail]>; Christian Preziosi <[e-mail]>; Policarpo, John N SAW
<[e-mail]>
Subject: RE: Halpern - Publix NC WAM assessment

' Hey Corey, next Tuesday will work. I was thinking the same thing. Same time?
From: Corey Novak [mailto:[e-mail]]
Sent: Thursday, February 04, 2016 7:53 AM
To: Coburn, Chad <[e-mail]>
Cc: Kim Williams <[e-mail]>; Christian Preziosi <[e-mail]>; Policarpo, John N SAW
<[e-mail]>
Subject: RE: Halpern - Publix NC WAM assessment
Chad,
Can we reschedule for next Tues.? The weather is looking pretty bad.
Thanks,
Corey Novak Scientist - P­tgect Wisr;ager
Cir4n: i G�3J' x',t"Ct. ; Fax:
Ei:::.: cnovakCaa%Imgroup.net >asi:: i.Imgroup.net
Land Management Group, Inc j rr,s:rcr r.:.nt l Cari, ;'-sa�it-
Avc I S:;a:. 15 i Vr .-r'.- ;tor.; NO _ . Y3
LM
— — �. +. I ti Y GROUP, —
From: Coburn, Chad [mailto:[e-mail]]
Sent: Friday, January 29, 2016 11:53 AM
To: Christian Preziosi <[e-mail]>; Policarpo, John N SAW <[e-mail]>; Corey
Novak <[e-mail]>
Cc: Kim Williams <[e-mail]>
Subject: RE: Halpern - Publix NC WAM assessment
Thanks all, have a good weekend.
Chad
From: Christian Preziosi [mailto:[e-mail]]
Sent: Friday, January 29, 2016 11:38 AM
To: Policarpo, John N SAW <[e-mail]>; Coburn, Chad <[e-mail]>; Corey
Novak <[e-mail]>
Cc: Kim Williams <[e-mail]>
Subject: RE: Halpern - Publix NC WAM assessment
Chad- Good talking with you this morning. Corey and I will plan to meet you out on -site at 10:00 AM on Thursday (Feb
4).
Thanks,
Christian

Christian Preziosi I Environmental Consultant
Direct: 452-0001 x 1909 1 Cell: 910.471.0515 ( Fax: [phone]
Email: [e-mail]
Land Management Group, Inc. I Environmental Consultants
3805 Wrightsville Avenue, Suite 15 1 Wilmington, NC 28403 1 www.lmgrouio.net
From: Christian Preziosi
Sent: Tuesday, January 26, 2016 5:11 PM
To:'Policarpo, John N SAW' <[e-mail]>; Coburn, Chad <chad.coburn([e-mail]>; Corey
Novak <[e-mail]>
Cc: Kim Williams <[e-mail]>
Subject: RE: Halpern - Publix NC WAM assessment
Chad- Thanks for the email- let us know if you have a preferred day next week. I may try to go along with you and
Corey- would Tuesday work for you?
Thanks,
Christian
From: Policarpo, John N SAW [mailto:[e-mail]
Sent: Tuesday, January 26, 2016 4:08 PM
To: Coburn, Chad <[e-mail]>; Corey Novak <[e-mail]>
Cc: Christian Preziosi <[e-mail]>; Kim Williams <[e-mail]>
Subject: RE: Halpern - Publix NC WAM assessment
Hi Chad,
Thanks for the invite. I am already booked for next week unfortunately. Just go ahead and you can brief me on
it later.
Thanks
John
John N Policarpo
US Army Corps of Engineers
Wilmington District
910-251-4487
-----Original Message -----
From: Coburn, Chad fmailto:chad.coburn�rc ncdenr.govl
Sent: Tuesday, January 26, 2016 2:52 PM
To: Corey Novak <cnovak@lmgroup net>; Policarpo, John N SAW <John.N.Polic;p0ogusace.army.mil>
Cc: Christian Preziosi <cpreziosi(21L regroup net>; Kim Williams <kwilliams(cr�,lm ou .net>
Subject: [EXTERNAL] RE: Halpern - Publix NC WAM assessment

John,
Christian and Corey, please correct me if I get anything incorrect in this email. I wasn't available to meet Corey
for the NCWAM assessment of the site below back in December. Christian mentioned that you've issued the JD
for the site as well. He reached out to me last week about meeting at the site with Corey to look at another
potential tributary that he recently found within a previously flagged wetland and to also go over the NCWAM
ratings that he did late last year. I wasn't sure if you would like to be involved in going over these two -items
before the IP application comes in or not. We wanted to include you since it would be a good chance to get into
the NCWAM if you haven't already. They would like to get out to the site next week if possible. If you're not
available then, I can go out with Corey next week and look at it and potentially re -visit the site again at a later
time with you and Corey. Either way, we just wanted to include you in the visit. Let us know what dates you
could be available.
Chad
From: Corey Novak [mailto:cnovak2llmmgroup.net]
Sent: Thursday, November 19, 2015 9:06 AM
To: Coburn, Chad <chad.cobum@ncdenr. ov>; John.N.Policarpo@,usace.army.mil
Cc: Christian Preziosi <c rep ziosi(c)lm rg_oup nett; Kim Williams <kwilliamsklm r�ou .net>
Subject: Halpern - Publix NC WAM assessment
Chad/John,
I plan on doing the NC WAM assessment at the Halpern-Publix site in Ocean Isle Beach sometime during the
2nd week of December. Please let me know your availability for that week if you would like to meet onsite
then.
Thanks,
Corey Novak � Environmental Scientist - Project Manager
Direct: 452-0001 x 1905 1 Fax: [phone]
Email: cnovakQlm rg_ogp.net <mailto:cnovakklmgroup.net> I Website: Blockedwww.lmgroup.net
<Blockedhttp://www.lmgroup.neti>

Land Management Group, Inc I Environmental Consultants
3805 Wrightsville Ave I Suite 15 1 Wilmington, NC 28403

° Lewis,Linda
From: Lewis,Linda
Sent: Wednesday, January 11, 2017 2:53 PM
To: 'Tim Clinkscales'; Dan Fisk; [e-mail]; '[e-mail]'
Cc: Scott, Georgette; Dara Tabb; Dan Fisk
Subject: RE: Ocean Isle Beach Market
I'm not sure I understand this drawing. The 50' buffer (now called a vegetated setback) is measured
landward from the top of the bank of each side of Kilbart Slough along the entire length of the
stream. Please visit the DWR surface water map website to see the extent of the stream, which
appears to be located within the proposed property. Some BUA can be located in the buffer (as per
the definition of BUA in GS143-214.7 excerpted below), but it must be properly managed.
Development may occur within the area that would otherwise be required to be placed within a vegetative buffer
required by the Commission pursuant to G.S. 143-214.1 and G.S. 143-214.7 to protect classified shellfish waters,
outstanding resource waters, and high -quality waters provided the stormwater runoff from the development is
collected and treated from the entire impervious area and discharged so that it passes through the vegetative buffer and
is managed so that it otherwise complies with all applicable State and federal stormwater management requirements.
And, yes, please delineate the 50' "setback" from the stream on the plans. If anything about this is
confusing, please let me know and we'll discuss it.
Thanks.
Linda
From: Tim Clinkscales [mailto:[e-mail]]
Sent: Wednesday, January 11, 2017 2:35 PM
To: Lewis,Linda <[e-mail]>; Dan Fisk <[e-mail]>; [e-mail];
'[e-mail]' <[e-mail]>
Cc: Scott, Georgette <[e-mail]>; Dara Tabb <[e-mail]>; Dan Fisk
<dfisk@ paramounte-eng.com>
Subject: RE: Ocean Isle Beach Market
Linda
We are enclosing the picture view depicting the 50' line for the outfall from the stream. If we need to add to a plan
sheet, we can. Thanks and have a good day
Tim

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Tim Clinkscales PE, PLS
---------- -
PAR UNITE
PARAMOUNTE ENGINEERING, INC

122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com
From: Lewis,Linda [mailto:[e-mail]]
Sent: Monday, January 09, 2017 9:30 AM
To: Tim Clinkscales <[e-mail]>; Dan Fisk <[e-mail]>;
[e-mail]; '[e-mail]'<[e-mail]>
Cc: Scott, Georgette <[e-mail]>; Dara Tabb <[e-mail]>
Subject: FW: Ocean Isle Beach Market
Tim:
One more thing — I don't see where the 50' buffer from Kilbart Slough is shown on any of the plans
you provided. If I've missed it, please advise what sheet I can find it on. If it's not been delineated,
please provide an updated plan sheet with the 50' buffer shown.
Thanks,
Linda
From: Lewis,Linda
Sent: Monday, January 09, 2017 9:09 AM
To:'Tim Clinkscales' <[e-mail]>; Dan Fisk <[e-mail]>;
[e-mail];'[e-mail]' <[e-mail]>
Cc: Scott, Georgette <[e-mail]>; Dara Tabb <[e-mail]>
Subject: RE: Ocean Isle Beach Market
Thanks, Tim. I think that between the NCSOS registration for Halpern Enterprises, Inc. and the
Assignment of Contract rights from Halpern Development to Halpern Enterprises, I can issue the
permit to Halpern Enterprises. It's very late in the review cycle, Georgette is out of the office today,
and I have a meeting this afternoon, but I will do my best to get the permit drafted and issued today.
Please note that it might not be signed until tomorrow.
Linda
From: Tim Clinkscales [mailto:[e-mail]]
Sent: Friday, January 06, 2017 4:28 PM
To: Lewis,Linda <[e-mail]>; Dan Fisk <[e-mail]>; [e-mail];
'[e-mail]' <[e-mail]>
Cc: Scott, Georgette <[e-mail]>; Dan Fisk <[e-mail]>; Dara Tabb
<[e-mail]>
Subject: RE: Ocean Isle Beach Market
Linda
I have received some information that should help on this matter. Halpern Enterprises at this time will be the applicant
with the documentation showing how the development company are tied together. Based on the structure of the
contract, it will not be conveyed and therefore stormwater permit transferred to the development company until after
final closing

Please let us know if this suffices, if not, let us know what we need and a few days to accomplish such
Thanks and have a good day
Tim
Tim Clinkscales PE, PL,S
PARAIMOUNTE
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.t)aramounte-eng.com
From: Lewis,Linda [mailto:[e-mail]]
Sent: Wednesday, January 04, 2017 10:46 AM
To: Tim Clinkscales <[e-mail]>; Dan Fisk <[e-mail]>;
[e-mail]
Cc: Scott, Georgette <[e-mail]>
Subject: FW: Ocean Isle Beach Market
of
This express application will be returned as incomplete on January 8, 2017, if the situation with the
different development companies named in the permit application and in the sales agreement is not
resolved by then.
Thanks,
Linda
From: Lewis,Linda
Sent: Friday, December 16, 2016 3:39 PM
To:'Tim Clinkscales' <[e-mail]>; Dan Fisk ([e-mail]) <dfisk@paramounte-
eng.com>
Cc: Scott, Georgette <[e-mail]>; '[e-mail]' <[e-mail]>
Subject: FW: Ocean Isle Beach Market
As a reminder, if you revise the application to put Halpern Development Company LLC as the
applicant, you will need to register that entity with the NCSOS.
Alternatively, you could file a 13t" amendment to your purchase contract to specify that the purchaser
is Halpern Enterprises, Inc.
Linda

From: Lewis,Linda
'Sent: Friday, December 16, 2016 3:33 PM
To:'Tim Clinkscales' <[e-mail]>
Cc: Dan Fisk <[e-mail]>; 'GARYWERT@ beIIsouth.net' <[e-mail]>;
'[e-mail]' <[e-mail]>; Scott, Georgette <[e-mail]>
Subject: RE: Ocean Isle Beach Market
One major sticking point — the purchase agreement is made between Halpern Development
Company, LLC and DWE Timber, Inc. The permit application is being made in the name of Halpern
Enterprises, Inc.
If Halpern Development Company, LLC is the purchaser of this property then the stormwater permit
application must also be in that same name. However, Halpern Development Company, LLC is not
registered with the NCSOS - Halpern Enterprises, Inc. is registered.
Please note that it appears that Halpern Development Company, LLC and Halpern Enterprises, Inc.
are 2 separate and distinct companies in the state of Georgia.
To expedite, please consider changing the name of the applicant to Halpern Development Company,
LLC and resubmitting that new signed application.
Linda
From: Tim Clinkscales Imailto:[e-mail]
Sent: Friday, December 16, 2016 3:03 PM
To: Lewis,Linda <linda.lewis(a)ncdenr.eov>
Cc: Dan Fisk <[e-mail]>; 'GARYWE RT@ be I Isouth. net' <[e-mail]>
Subject: Ocean Isle Beach Market
Linda
Enclosed is the purchase agreement of the site. Let me know of any additional information you may need
Thanks for your help and have a good day
Tim
Tim Clinkscales PE, PLS
PARAMOUNTE
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.12aramounte-eng.com

-Lewis,Linda
From: Lewis,Linda
Sent: Monday, January 09, 2017 9:09 AM
To: 'Tim Clinkscales'; Dan Fisk, [e-mail]; '[e-mail]'
Cc: Scott, Georgette; Dara Tabb
Subject: RE: Ocean Isle Beach Market
Thanks, Tim. I think that between the NCSOS registration for Halpern Enterprises, Inc. and the
Assignment of Contract rights from Halpern Development to Halpern Enterprises, I can issue the
permit to Halpern Enterprises. It's very late in the review cycle, Georgette is out of the office today,
and I have a meeting this afternoon, but I will do my best to get the permit drafted and issued today.
Please note that it might not be signed until tomorrow.
Linda
From: Tim Clinkscales [mailto:[e-mail]]
Sent: Friday, January 06, 2017 4:28 PM
To: Lewis,Linda <[e-mail]>; Dan Fisk <[e-mail]>; [e-mail];
'[e-mail]' <[e-mail]>
Cc: Scott, Georgette <[e-mail]>; Dan Fisk <[e-mail]>; Dara Tabb
<[e-mail]>
Subject: RE: Ocean Isle Beach Market
Linda
I have received some information that should help on this matter. Halpern Enterprises at this time will be the applicant
with the documentation showing how the development company are tied together. Based on the structure of the
contract, it will not be conveyed and therefore stormwater permit transferred to the development company until after
final closing
Please let us know if this suffices, if not, let us know what we need and a few days to accomplish such
Thanks and have a good day
Ififfii1
Tim Clinkscales PE, PLS
PAR MOUNTE
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com
From: Lewis,Linda fmailto:[e-mail]]
Sent: Wednesday, January 04, 2017 10:46 AM

NORTH CAROLINA
tl - Department of the Secretary of State
CERTIFICATE OF AUTHORITY
I, Elaine F. Marshall, Secretary of State of the State of North Carolina, do hereby certify
that
HALPERN ENTERPRISES, INC.
having filed on this date an application conforming to the requirements of the General
Statutes of North Carolina, a copy of which is hereto attached, is hereby granted
authority to transact business in the State ofNorth Carolina.
Ge"
IN WITNESS WHEREOF, I have hereunto set
my hand and affixed my official seal at the City
of Raleigh, this 14th day of October, 2016.
� j
Scan to verify online.
Document Id: C201628600697 Secretary of State
Verify this certificate online at http://www.sosnc.gov/verification

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such assignee shall assume ail obligations of PwdMK hWOMU4 seal Ski agree to execute all
docn mmu which Purchaser is obligated to exe pmmamnt to tine terms sad provisions of this
Contract, upon such assignment as hereto aWmdutand pam04 Purchaser shall be fully and
oompletely discharged of all of PurchaeWs duties, obligations, and liabilities hereunder to the
extent of such asslgmment.
(o) The risk of loss or damage to the Property by fire or other easualty up to the
Closing is assumed by the Seller.
(p) Within ten (10) days of the Contract Date, the Seller shall deliver to the Pumhasa
copies of all surveys, civil doccunents, teat reports, and environmental assessments relating to the
Property that are within the Sefices possasd= or control.
(q) In the event of litigation to enforce the rights and obligations under the Contract,
the priwailing party shall be entitled to recover against the other party the prevailing puVa
reasonable attorneys° fees and costs aching out of such litigation.
(r) If my Paragraph, section, pmvis =Wm% okuW or portion of this Ceantaact
is determined to be illegal, invalid, or ertaafotomtbley, such 40=44dion shall Is tco way aftd
mftAIRW of uny oft PUOFBA seatiota, POMM Mumm
err ai`f nets amid mar ataA aMmidpodtt a Vrovieicn as 4 ba medUled,
oar to the extettt pcesMe aA pest dwlbk to A effect to tlsa
purposes of the parties to this Contract.
(s) Lf, prior to aoshng, all or any paden of to Piaperty Is st Vet to an mbft
domain proceeding or the threat of an eminent domain preoeedityi, Seller shall provgOy prw4k
Purchaser with written notice thereof. After se vita so* tletiM Purcthm shall haver this
option of purchasing the Property subject to aucah per, without wduoft of tbiet..Pumbase
Price, whereupon any awards attributable to to Ittop" shall be paid io Pumbaw, ot owaling
this Cenhw without fhrdner obligation hereunder} 'in which event the Bm* Money *A be
ivuad-forthwith to- Purahaser,noxwithstaading anything contained in this Contract to the
(t) The Contract Date is deemed to be the later of the deter that this Contract has
been executed by Seller and by Purchaser, which execution dates are act forth on the signature
pago ha mof fol each Party.
(u) &Aparty a1wowla19ea acid WM tW to OdW is" tray cheese to kW*%..
irauseadon as part of a i11 1dnd ix4ow cry aaa ccnttcs 49110d by Bad= 103E of1he
Internal Revenue Code (an VacMA94P I t3hMM a, PAY to OPP Is an &ONOW, tine.
otherparty agrees-i &spotty ia4beft&np tvetishiethe
Ilnoohango to be mass =aced, prwMod, BwAwM 11W 6e Owoft shall snot be
obligated to accept No to any fiat odds {other than Purchaser's acceptance of title to the
j .1t1-

..........., ......
0
Property); to incur any NUW or potential liabillW at expense to oonnectton with the 3bmhartgo
or to damp dm 'Cleaing. b patty eop tag itti the 13rodmnp ahall foot bro a yd " oWdks
dudes, oWigations, or liabilitias ha wader. and the parl,Y engaging in dw Baaaahange hemby
aokttowiedgea and oVm that tiro aoopereting patty does not mpresent our warranty the
aft4vous of the Hxohaoge.
IN WITNESS WHMMOF. each of the parties have hereunto set their hsWo and agixod
their seale Ore day and year written above,
Akio Boller:
i &h / 1 ,r 2015
At to Bolh F, / / 2015 ....,. .
M=.,
-It-
L!
0

An 110 Foubar.
(COMPANY BEAL)
. -.,I " .Y; . t,A
12 -
LLC
I

ASSIGNMENT OF CONTRACT
For Ten Dollars ($10.00) paid in hand, and other good and valuable consideration, the
receipt and sufficiency of which is hereby acknowledged, HALPERN DEVELOPMENT
COMPANY, LLC, a Georgia limited liability company (the "Assignor"), hereby transfers,.
conveys, and assigns unto HALPERN ENTERPRISES, INC., a Georgia corporation (the
"Assignee"), all right, title, and interest of Assignor in and to that certain Contract for the Purchase
and Sale of Real Property dated March 12, 2015, as amended by that certain First Amendment to
Contract for the Purchase and Sale of Real Property dated July 31, 2015, as amended by that certain
Second Amendment to Contract for the Purchase and Sale of Real Property dated August 27, 2015,
as amended by that certain Third Amendment to Contract for the Purchase and Sale of Real
Property dated September 11, 2015, as amended by that certain Fourth Amendment to Contract
for the Purchase and Sale of Real Property dated October 5, 2015 (the "Fourth Amendment"), as
amended by that certain Fifth Amendment to Contract for the Purchase and Sale of Real Property
dated November 13, 2015, as amended by that certain Sixth Amendment to Contract for the
Purchase and Sale of Real Property dated November 30, 2015, as amended by that certain Seventh
Amendment to Contract for the Purchase and Sale of Real Property effective December 15, 2015,
as amended by that certain Eighth Amendment to Contract for the Purchase and Sale of Real
Property effective January 12, 2016, as amended by that certain Ninth Amendment to Contract for
the Purchase and Sale of Real Property dated January 15, 2016, as amended by that certain Tenth
Amendment to Contract for the Purchase and Sale of Real Property dated March 16, 2016, and as
amended by that certain Eleventh Amendment to the Contract for Purchase and Sale of Real
Property dated June 22, 2016 (as amended, the "Contract'), for the purchase and sale of certain
real property located in Ocean Isle Beach, North Carolina (Capitalized terms not defined herein
shall have the meanings ascribed to them in the Contract). For valuable consideration received,
Assignee assumes all obligations of Assignor under the Contract, and agrees to execute all
documents which Assignor is obligated to execute pursuant to the terms and provisions of the
Contract.
WITNESS the hands and seals of the
undersigned as of the j `'day of' i'41ti12017.
f
M-, Sir E I @" t,
JAN 0 6 2017
BY:
- - -

ASSIGNOR:
HALPERN DEVELOPMENT
COMPANY, LLC, a Georgia limited
liability company
y:
WILLIAM D. BA6WN, JR., its
Chief Executive Officer
ASSIGNEE:
HALPERN ENTERPRISES, INC., a
Georgia, corporation
t, V0 i
By: _
WILLIAM D. bRbWN, JR.,
its President

fs '
Lewis,Linda
From: Lewis,Linda
Sent: Wednesday, January 04, 2017 10:46 AM
To: 'Tim Clinkscales'; Dan Fisk ([e-mail]); '[e-mail]'
Cc: Scott, Georgette
Subject: FW: Ocean Isle Beach Market
This express application will be returned as Incomplete on January 8, 2017, if the situation with the
different development companies named in the permit application and in the sales agreement is not
resolved by then.
Thanks,
Linda
From: Lewis,Linda
Sent: Friday, December 16, 2016 3:39 PM
To:' T irn Clinkscales' <[e-mail]>; Dan Fisk ([e-mail]) <dfisk@paramounte-
eng.com>
Cc: Scott, Georgette <[e-mail]>; '[e-mail]' <[e-mail]>
Subject: FW: Ocean Isle Beach Market
As a reminder, if you revise the application to put Halpern Development Company LLC as the
applicant, you will need to register that entity with the NCSOS.
Alternatively, you could file a 13th amendment to your purchase contract to specify that the purchaser
is Halpern Enterprises, Inc.
Linda
From: Lewis,Linda
Sent: Friday, December 16, 2016 3:33 PM
To:'Tim Clinkscales' <[e-mail]>
Cc: Dan Fitk<[e-mail]>;'[e-mail]' <[e-mail]>;
'[e-mail]' <bbrown([e-mail]>; Scott, Georgette <[e-mail]>
Subject: RE: Ocean Isle Beach Market
One major sticking point — the purchase agreement is made between Halpern Development
Company, LLC and DWE Timber, Inc. The permit application is being made in the name of Halpern
Enterprises, Inc.
If Halpern Development Company, LLC is the purchaser of this property then the stormwater permit
application must also be in that same name. However, Halpern Development Company, LLC is not
registered with the NCSOS - Halpern Enterprises, Inc. is registered.

�. Please npte th9t it appears that Halpern Development Company, LLC and Halpern Enterprises, Inc.
are 2 separate and distinct companies in the state of Georgia.
To expedite, please consider changing the name of the applicant to Halpern Development Company,
LLC and resubmitting that new signed application.
Linda
From: Tim Clinkscales [mailto:[e-mail]]
Sent: Friday, December 16, 2016 3:03 PM
To: Lewis,Linda <[e-mail]>
Cc: Dan Fisk <[e-mail]>;'GARYWERT@beIIsouth. net' <GARYWERT@bel[south.net>
Subject: Ocean Isle Beach Market
Linda
Enclosed is the purchase agreement of the site. Let me know of any additional information you may need
Thanks for your help and have a good day
Tim
Tim Clinkscales PE. PLS
,P-A- .A OUNTE
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com

M
Lewis,Linda
From: Lewis,Linda
Sent: Friday, December 16, 2016 3:33 PM
To: 'Tim Clinkscales'
Cc: Dan Fisk,'[e-mail]';'[e-mail]'; Scott, Georgette
Subject: RE: Ocean Isle Beach Market
One major sticking point — the purchase agreement is made between Halpern Development
Company, LLC and DWE Timber, Inc. The permit application is being made in the name of Halpern
Enterprises, Inc.
If Halpern Development Company, LLC is the purchaser of this property then the stormwater permit
application must also be in that same name. However, Halpern Development Company, LLC is not
registered with the NCSOS - Halpern Enterprises, Inc. is registered.
Please note that it appears that Halpern Development Company, LLC and Halpern Enterprises, Inc.
are 2 separate and distinct companies in the state of Georgia.
To expedite, please consider changing the name of the applicant to Halpern Development Company,
LLC and resubmitting that new signed application.
Linda
From: Tim Clinkscales [mailto:[e-mail]]
Sent: Friday, December 16, 2016 3:03 PM
To: Lewis,Linda <[e-mail]>
Cc: Dan Fisk <[e-mail]>;'[e-mail]' <[e-mail]>
Subject: Ocean Isle Beach Market
Linda
Enclosed is the purchase agreement of the site. Let me know of any additional information you may need
Thanks for ,your help and have a good day
Tim
Tim Clinkscales PE, PLS
pARA� MOUNTE
.... ,,". ...
PARAMOUNTE ENGINEERING, INC
122 Cinema Drive
Wilmington, NC 28403
OFFICE: [phone]
CELL: [phone]
FAX: [phone]
www.paramounte-eng.com

Site: Ocean Isle, N.C.
TWELFTH AMENDMENT TO CONTRACT
FOR THE PURCHASE AND SALE OF REAL PROPERTY
This Twelfth Amendment to Contract for the Purchase and Sale of Real Property (this
"Amendment") is made and entered into effective the day of October, 2016, by and
between DWE TIMBER LLC, a North Carolina limited liability company, DWE I LLC, a North
Carolina limited liability company, and DECAROL WILLIAMSON, and DWE II, LLC, a North
Carolina limited liability company (collectively, "Seller"), and HALPERN DEVELOPMENT
COMPANY, LLC, a Georgia limited liability company ("Purchaser");
WYTNESSE Y H THAT:
WHEREAS, Seller and Purchaser entered into that certain Contract for the Purchase and
Sale of Real Property dated March 12, 2015, as amended by that certain First Amendment to
Contract for the Purchase and Sale of Real Property dated July 31, 2015, as amended by that
certain Second Amendment to Contract for the Purchase and Sale of Real Property dated August
27, 2015, as amended by that certain Third Amendment to Contract for the Purchase and Sale of
Real Property dated September 11, 2015, as amended by that certain Fourth Amendment to
Contract for the Purchase and Sale of Real Property dated October 5, 2015 (the "Fourth
Amendment', as amended by that certain Fifth Amendment to Contract for the Purchase and
Sale of Real Property dated November 13, 2015, as amended by that certain Sixth Amendment to
Contract for the Purchase and Sale of Real Property dated November 30, 2015, as amended by
that certain Seventh Amendment to Contract for the Purchase and Sale of Real Property effective
December 15, 2015, as amended by that certain Eighth Amendment to Contract for the Purchase
and Sale of Real Property effective January 12, 2016, as amended by that certain Ninth
Amendment to Contract for the Purchase and Sale of Real Property dated January 15, 2016, as
amended by that certain Tenth Amendment to Contract for the Purchase and Sale of Real
Property dated March 16, 2016, and as amended by the certain Eleventh Amendment to Contract
for the Purchase and Sale of Real Property dated June 22, 2016 (as amended, the "Contract"), for
the purchase and sale of certain real property located in Ocean Isle Beach, North Carolina
(Capitalized terms not defined herein shall have the meanings ascribed to them in the Contract);
and
WHEREAS, Seller and Purchaser desire to amend the Contract in accordance with the
terms herein stated;
NOW, THEREFORE, for and in consideration of the sum of Ten Dollars ($10.00) paid in
hand, and other good and valuable consideration, the receipt and sufficiency of which is hereby
acknowledged, the parties agree as follows:

1. The date for the delivery of the initial Fifty Thousand 00/100 Dollar ($50,000.00)
deposit to Seller described in Paragraph 2 of said Eleventh Amendment to Contract is changed
from the second (2nd) business day following the Outside Approval Date to the later of October
20, 2016, or the first (1 t) business day following the date of this Amendment.
2. Section 5(e) of the Contract, as described in Paragraph 3 of said Eleventh
Amendment to Contract, is amended to extend the Outside Approval Date for the approval of the
Development Agreement and the ECR to November 30, 2016.
3. In the event that Purchaser, in its discretion, causes the Closing to occur on or
prior to then Section 3 of the Contract, as amended by Paragraph 6 of said
Fourth Amendment to Contract, would be further amended without the necessitv of additional
documentation to reduce the Purchase Price by
($200,000.00), so that the adiusted Purchase Price would be
. Such reduction in the Purchase Price would only
occur if the Ciosing is consummated on or before
4. All Development Work contemplated by the Contract shall be constructed at
Purchaser's sole cost and expense other than improvements which may be necessary as a result
of Seller's election to develop Phase III into something other than a Residential Development. In
such event, Seller shall be responsible for all "Upgrade Costs" as that phrase is defined in
Exhibit B of the Fourth Amendment to the Contract.
5. Except as expressly amended hereby, all terms and provisions of the Contract
shall remain in full force and effect and are hereby ratified and reaffirmed.
IN WITNESS WHEREOF, each of the parties have hereunto set their hands and affixed
their seals the day and year written above.
SELLER:
DWZn' R L C�-,
By:-' ,
Its: iIti "" ex
DWE I LLC
f
Its• �.� .. �;., ,� " :� �1'°' -
f a • 1�•..
DECAROL WILLIAMSON
-2-

DWE II.1
As to Seller:
October.f;tV, 2016
PCB CHA-513 ',
HALPERN D. VP; ,OP i?,(; OMPANY, LLC
By:yr. ,
Willi m D.11ru r4-Jr., its Chief Executive
Officer
As to Purchaser:
Octobers 0, 2016
(COMPANY SEAL)
M:\Flalpern Development Co\Ocean IANTweltth amendment 10 20 16.doc
-3-

.PARA MOU
N�
E N G 1 N E E Fi 1 N CC, 1 N C.
1 2 2 CINEMA DRIVE
WI L M I NOT ON, N C 2 0 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L E T T R R n F T R A N R M T 'T 'T A T
To:
NCDEQ
Date
101.13.17
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re:
Ocean Isle Beach Market Place
Express SW8 161204
Attn:
Linda Lewis, El
Pro'ectNo.
I 14414.PE
e are sendin
❑ Originals
® Prints
❑ Shop Drawings
❑ Calculations
he followin items:
❑ Correspondence
® Plans
❑ Specifications
❑ Other as listed below
Quantity Date Dwg. No. Description
2 C-4.0 24"x 36" Revised Design Documents
ssue Status. ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
�ction Taken: ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
Rejected -See Remarks ❑Approved as Submitted ❑Other
ECEIVE
emarks:
JAN 112017
C-4.0 — Revised to show 50' stream setback per email.
Cc -
Signed. T --� 7
Daniel J. Fisk, PE
e ECEIVE
JAN 17 2017
IM

WET DETENTION POND ANALYSIS - ALL RULES
FILE NAME: G:\\\Stormwater\Permits & Projects\2016\161204 HD\201612 excel_WP 161204
PROJECT #: SW8 161204 REVIEWER: L. Lewis
Initial Run Date December 14, 2016
PROJECT NAME: Ocean Isle Beach Market Place Last modified 16-Dec-16
Receiving Stream: Kilbart Slough
Drainage Basin: LBR59
Class: SA
Within 1/2 mile? Y or N
Index No. 15-25-4
Site Area 4486 acres (.)Drainage Area 857175:00 sf
Is new DA being added? N Y or N New Added DA - sf
Rules- "2008" or "PhT 2008 Total DA 857175.00 sf
Buildings
5722500
square feet
1
Street
5836600
square feet
0.98
Parking or SW
192348 00
square feet
0.95
Future
36637.00
square feet
??
Sidewalks
1776000
square feet
??
Outparcels 1-5
242664 00
square feet
??
BUA at Old D'e ,
square feet
�?
TOTAL
605000 00
square feet
SURFACE AREA CALCULATION (including old and new DA and BUA)
user input req.
formula
Breakdown of BUA & otd DS
Buildings/Lots
Street
Parking / SW
Other
Overall % Impervious 70.58°k SA/DA Ratio 6.06%.
,.Average Design Depth 4 feet Req. SA 51928 sf
TSS, 85 or 90: 90 % Prov. SA 56660 sf
TEMPORARY POOL AND FOREBAY VOLUME CALCULATIONS
Old Ds-(D New IDS
UDrainage Area
0
857175
BUA
0.00
605000 00
Post development Rv=
0.000
0 685
Old BUA Design Storm
Old BUA Design Volume
0
1.5" New BUA Design Storm Volume
7:3420
1 yr. 24 hour precipitation depth (inches) from NOAA chart
37
Predevelopment Rv value (0.05 if no existing BUA)
0.05
1 yr. 24 hr. Pre -development volume
25259
1 yr. 24 hr. Post -development volume
177103
2008 Design Volume 151844 cubic feet
Phase 2 Design Volume 151844 cubic feet
Required Volume
15180
cf
Top of Sediment
15.00
msl .....
Bottom of Shelf
19.50
msl.. .....
Permanent Pool
20.50
msl.. ...
Top of Shelf
20.50
msl...
Temporary Pool
23.00
msl........
Volume met at elev
1 22.96
msl
""Vol. Prov. at TPE
1 154400
cf
- only works if TPE > top of
:.•::elf elevation
feet = 14.05
inches
Note: do not include previously approved BUA as existir
cubic feet per HydroCAD
cubic feet per HydroCAD
Area, sf
Inc. volume
Acc. volume
23350.00
0.00
0.00
37855.00
137711,25
137711 25
56860.00
4735750
185068.75
56660.00
0.00
185068.75
66860.00
154400 00
339468 75
FOR EBAY
Perm. Pool Volume=
Req. Forebay Volume=
Provided Volume=
Percent=
Max PumD HP
228679
45736
4926.0
21.5%
3/4
ORIFICE CALCULATION
Average Head
0.76
feet
Q2 Area = 30.07
sq. inches
Flow Q2, cfs
0.879
cfs
Q5 Area = 12.03
sq. inches
Flow Q5, cfs
0.351
cfs
Orifice Area = 19.63
sq. inches
No. of Orifices
1
Avg. Flow Q= 0.574
cfs
Diameter, inches
5,00
or weir H x W
in x
in
Drawdown =
3.1
days
# of end contractions, N =
1 yr 24 hr intensity, in/hr
NOAA chart @t
discharge coefficient, C =
3.35
Runoff Coefficient
0.42
unitless
Effective weir length, L =
0.00
1 yr 24 hr peak Q
0.00
cfs
Orifice flow<1yr24hr?
NO
VEGETATED SHELF PLANTINGS
Area ofthe 10' wide shelf sf
Minimum
m # of plantings 0.00 each

INFILTRATION BASIN ANALYSIS requires input by reviewer
FILENAME: g:\wq\shared\stormwater\permits & projects\2016\161204 HD\2016 12 excel IB 161204
PROJECT NUMBER: SW8 161204
PROJECT NAME: Ocean Isle Beach Market Place
REVIEWER: L Lewis
Basin 1 I Basin 2 Basin 3
Receiving Stream Kifbart5lough
River Basin LBR59
Index Number 15-25-4
Classification SA
Secondary BMP
IMPERVIOUS AREA CALCULATION
Buildings
Parking & Streets
Concrete & SW
Outparcels 1-5
Other/Future
TOTAL
VOLUME CALCULATION
Drainage Area =
Drainage Area (acres)
% Impervious, 1=
Cc=
Rv=
SHWT Elev.=
Infiltration Rate, In/hr=
Bottom Elevation=
Bottom Surface Area =
Top/Storage Elevation =
Top/Storage SA =
Design Storm =
Design Volume =
Total Volume Provided=
Storage met at elevation=
Time to Draw Down =
First Run Date: December 14, 2016
Last Modified: 16-Dec-16
Basin 4 Basin 5 Basin 6
57225
250714
17760
242664
36637
0
32785
5778
587
605000
39150
0
0
0
n
857175
84035
19.68
1.93
0.00
0.00
0.00
0.00
70.58%
46.59%
#DIV/01
#DIV/O!
#DIV/0!
#DIV/O!
0.06
0.11
#DIV/0!
#DIV/O!
#DIV/01
#DIV/O!
0.69
0.47
#DIV/0!
#DIV/O!
#DIV/01
#DIV/0!
.1975
17.75
35
4.0
205
21
9435
3140
22.5
233
11820
6382
3.73
3.73
151844
6488
#DIV/O!
#DIV/01
#DIV/O!
#DIV/01
21255
12356
0
0
0
0
34.79
22.21
#DIV/01
#DIV/O!
#DIV/O!
#DIV/0!
2.30
0.26
#DIV/01
#DIV/O!
#DIV/01
#DIV/O!
sf
sf
acres
fmsl
n/hr
`msl
of
`msl
3f
n
;f
:f
ms I
Jays <
Design Option
Sec. BMP Option #4
Design Storm
7 I
I
I
in
Volume to handle
151844 22439
#DIV/O!
#DIV/01
#DIV/O!
#DIV/01
cf per I
Infiltration FlowRate, cfs
0.764 0.145
0.000
0.000
0.000
0.000
cfs
Discharge / vol inf in 24 hrs
0.574 12560
0
0
0
0
cFs / cf
Leftover volume to store
9879
#DIV/O!
#DIV/01
4DIV/0!
#DIV/01
cf
Enough volume provided?
YES
#DIV/O!
#DIV/01
#DIV/O!
#DIV/01
yes/Nc
COMMENTS
The infiltration rate through the bottom area of Basin #1 is greater than the orifice flow rate.

OCEAN ISLE BEACH MARKET PLACE
TOWN OF OCEAN ISLE BEACH
BRUNSWICK COUNTY
NORTH CAROLINA
STORMWATER MANAGEMENT NARRATIVE
Prepared for:
HALPERN ENTERPRISES, INC.
5200 ROSI ELL ROAD
ATLANTA, GA 30342
Prepared by:
PAaAl\4C)-LJ1**,*TTE
E N E3 ! N L=
122 Gnema Drive
Wilmington, NC 28408
NC License #: C-2846
Project #14414.PE
December, 2016
Revised December, 2016
ECEta(E
DEC 15 2016
BY-•�SI(&Odt2
�',r LtLl Ltllllr
CAR,
�I
440542
rz.rs.r+.
o���5'�
�rrrtrrl a IL�e�

OCEAN ISLE BEACH MARKET PLACE
TOWN OF OCEAN ISLE BEACH
BRUNSWICK COUNTY
NORTH CAROLINA
STORMWATER MANAGEMENT NARRATIVE
Prepared for:
HALPERN ENTERPRISES, INC.
5200 ROSWELL ROAD
ATLANTA, GA 30342
Prepared by:
PAaA1\4'C)-LJT%%TTE
E " C3 1 " E �: M 1 " C:3. t " C:
122 Cinema Drive
Wilmington, NC 28403
NC License #: C-2846
Project #14414.PE
December,
GO p
BY:

OCEAN ISLE BEACH MARKET PLACE
TOWN OF OCEAN ISLE BEACH
BRUNSWICK COUNTY
NORTH CAROLINA
Project #14414.PE
Table of Contents
Design Narrative
Proposed Improvements
Design Method
Maintenance
Soils Maps
Reference Data
USGS Map
Stormwater Calculations Overall
Stormwater Calculations Wet Pond #1 and Infiltration Basin #1
Stormwater Calculations Infiltration Basin #2
Soils Report (By Others)
Page

OCEAN ISLE BEACH MARKET PLACE
TOWN OF OCEAN ISLE BEACH
BRUNSWICK COUNTY
NORTH CAROLINA I V E�.
Project #14414.PE DEC 15 2016 J
DESIGN NARRATIVE
Halpern Enterprises, Inc. is proposing to construct a new commercial development with
outparcels on a portion of a 44.859-acre site off of Beach Drive (NC Hwy 179) in the Town of
Ocean Isle Beach in Brunswick County, NC. The remainder of the 44.859-acre site that is not
served by the proposed stormwater devices will be permitted separately prior to its
development. The latitude and longitude of the property are 33' 54' 19" N, 78' 26' 14" W.
The existing site is relatively flat, sloping from beach drive and Culpepper Road to the center of
the site with wetland areas and wooded ground cover. The existing site ultimately drains to
Kilbart Slogh which has a stream classification of SA, HQW. The site discharge points fall
within 1/7. mile of the S.A waters. Sni-LS consist mainly of Leon fine sa nd(L o) (HSG A/D), and
Wando fine sand (WaB) (HSG A), per the NRCS soil survey.
The seasonal high water table for the proposed wet pond was determined using the parameters
described on pages 10-9 and 10-10 of the BMP manual; therefore, using good engineering
judgement by field survey, inspection, and discussion with client on existing conditions of the
outfall; lead to the setting of each respective outfall elevation. The elevation for the permanent
pool and seasonal high water table was determined as well by observing the wetlands
throughout the area and the surveyed elevation of the wetland areas.
PROPOSED IMPROVEMENTS
Tne applicant is proposing to build a grocery store, in -line shops and outparcels along with
associated parking, access roads, pump station and stormwater management system. Runoff
resulting from impervious surfaces will be collected by a combination of overland flow, swales,
and an underground (piped) storm drainage system. The conveyance system will then be
discharged to one of four (4) wet detention ponds designed for 90% TSS removal.
Due to the site's discharge points being within 1/z mile of SA waters, Wet Pond #1's water
quality volume will discharge to a secondary BMP (Infiltration Basin #1).
The wet pond has been designed to meet NCDEQ requirements, which include a forebay and a
drawdown orifice at permanent pool. Stormwater from greater storm events will bypass the
outlet that flows to the secondary infiltration basin through an outlet structure and culvert.
The pond has an emergency spillway as well.

Infiltration Basin #1 has been designed to meet NCDEQ requirements for an infiltration basin in
series. Pretreatment is provided by the wet detention pond, the bottom has been designed to be
at least 6" above seasonal high water table (SHWT) elevation, and an emergency spillway has
been provided. A bottom surface area has been provided to infiltrate the water quality volume
at the measured infiltration rate within five (5) days.
Infiltration Basin #2 has been designed to meet NCDEQ requirements for a primary infiltration
basin. Pretreatment is provided through sumps in the inlet boxes and the settling pool. The
infiltration basin has been sized to infiltrate the 10-year 24-hour storm at half the measured
infiltration rate to remove the requirement for an offline bypass and vegetative filter strip.
During construction, sediment will be controlled by temporary silt fence, temporary diversion
ditches, temporary inlet protection, culvert crossings, and temporary construction entrances.
The wet pond will serve as temporary sediment/skimmer basins.
Please find all reference material and calculations in the following pages of this report. Note
that some calculations have also been located on the plans for easy reference during
construction..
DESIGN METHOD
Hydrologic calculations have been performed utilizing HydroCAD version 10.0 software which
employs the USDA SCS Method. The 1-Year and 10-Year Type -III 24-hour storm rainfall depth
(precipitation data) have been taken from the NOAA Atlas 14 Precipitation Frequency Data
Server (PFDS). Curve Number (CN) and Time of Concentration (TOC) calculations have been
performed in accordance with the USDA TR-55 manual, with a minimum TOC of 5 minutes.
The difference in the Pre/Post 1-Year 24-hour storm volume of runoff has been computed
utilizing HydroCAD version 10.0 software and the SCS (TR-55) Method with composite curve
numbers.
Hydrologic Soil Group Classifications have been taken from the USDA Web Soil Survey.
Storm conveyance calculations have been performed utilizing the Rational Method within
Carlson Hydrology 2016 which employs the FHWA Method for HGL computations.
MAINTENANCE
Contractors shall be responsible for periodic inspection and maintenance of all indicated
erosion control devices in accordance with the plans and specifications. In addition, inspection
and any necessary maintenance will be required immediately following any significant storm
event. Any erosion control measure that fails to function as intended shall be repaired
immediately. Upon completion of construction and the establishment of stabilized ground
cover, the property owner shall be responsible for any on going site maintenance.

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Hydrologic Soil Group —Brunswick County, North Carolina
DA 1
Hydrologic Soil Group
Hydrologic Soil Group— Summary by Map Unit— Brunswick County, North Carolina (NC019)
Map unit symbol
Map unit name
Rating
Acres In AOI
Percent of AOI
Lo
Leon fine sand
AID
15.8
79.0%
WaB
Wando fine sand, 0 to 6
percent slopes
A
4.2
21.0%
Totals for Area of Interest
20.0
100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three duai ciasses (AID, B/D, and C/D). I he groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method. Dominant Condition
LSDA Natural Resources Web Soil Survey 6/2/2016
Conservation Service National Cooperative Soil Survey Page 3 of 4

Hydrologic Soil Group —Brunswick County, North Carolina
DA 1
Component Percent Cutoff. None Specified
Tie -break Rule: Higher
ik Natural Resources Web Soil Survey 6/2/2016
Conservation Service National Cooperative Soil Survey Page 4 of 4

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Hydrologic Soil Group —Brunswick County, North Carolina
DA 2
Hydrologic Soil Group
Hydrologic Soil Group —Summary by Map Unit —• Brunswlck County, North Carolina (NC019)
Map unit symbol
Map unit name
Rating
Acres in A01
Percent of A01
W
Water
0.0
0.5%
WaB
Wando fine sand, 0 to 6
percent slopes
A
1.9
99.5%
Totals for Area of Interest
1.9
100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual ciasses (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method. Dominant Condition
USDA Natural Resources Web Soil Survey 11/30/2016
�i Conservation Service National Cooperative Soil Survey Page 3 of 4

Hydrologic Soil Group —Brunswick County, North Carolina
DA 2
Component Percent Cutoff: None Specified
Tie -break Rule: Higher
VsQ& Natural Resources Web Soil Survey 11/30/2016
Conservation Service National Cooperative Soil Survey Page 4 of 4

REFERENCE DATA

6/2/2016
Precipitation Frequency Data Server
NOAA Atlas 14, Volume 2, Version 3
Location name: Ocean Isle Beach, North Carolina,
=� I Latitude: 33.90520, Longitude:-78.43720
Elevation: 28 f *
source: Google Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)?
Average recurrence interval (years)
1
2
5
10
25
50
100
200F
500
1000
0.508
0.602
0.697
0.780
0.880
0.957
1.03
1.11
121
1. 99
5-min
(0.472-0.549)
(0.559-0.651)
(0.646-0.754)
(0.721-0.843)
(0.808-0.948)
(0.877-1.03)
(0.941-1.12)
(1.00-1.20)
(1.08-1.31)
Ill.15-1.40)
0812
0.963
1.12
1.25
1A0
1.52
1.64
1.76
191
2.04
10-m!n
(0.754-0.878)
(0.894-1.04)
1 (1.03-1.21) 11
(1.15-1.35)
1 (1.29-1.51)
(1.40-1.64)
(1.50-1.77)
(1.59-1.90)
(1.71-2.07)
(1.81-2.21)
1.07
1.21
1A1
1.58
1.78
1.93
2.08
2.22
2A1
2.56
15-min
(0.942-1.10)
1 (1.12-1.31)
1 (1.31-1.53) 11
(1.46-1.71)
1 (1.63-1.92)
(1.77-2.08)
(1.89-2.24)
(2.01-2.40)
(2.16-2.60)
(2.27-2.77)
1 �9
1.67
2.01
2 a9
2.63
2.91
3.18
3A6
3.83
4.14
30-min
(1.29 1.50)1
(1.55-1.81)
L (1.86-2.17)
(2.11-2.47)
(2.42-2.84)
(2.66 3.13)
(2.90-3.43)
(3.13-3.73)
(3.43-4.14)
(3.68-4.49)
.7 14
2.10
2.57
2.98
3.50
3.94
4.38
4.85
5.50
6.05
60-Irvin
(1 .61-1.88)
(1.95-2.27)
(2.38-2.78)
(2.75-3.22)
(3.22-3.78)
(3.61-4.25)
(3.99-4.73)
(4.39-5.23)(
4.92-5.94)(
5.37-6.55)
2.O 7
F 2.52
3.17
3.74
4.51
5.18
5.89
6.65
7.74
8.69
2-hr
(1.91-2.26) 11
(2.32-2.75)
1 (2.91-3.46) 11
(3.43-4.08)
1 (4.12-4.92)
(4.70-5.64)
(5.31-6.41)
(5.95-7.23)
(6.86-8.43)
(7.63-9.48)
2.23
2.71
3-A2
4.07
4.97
5.7E
6.63
7.58
8.98
10.2
3-hr
(2.05-2.46) 11
(2.48-2.99)
1 (3.12-3.77) 11
(3.70-4.48)
1 (4.50-5.47)
(5.19-6.35)
(5.92-7.29)
(6.71-8.31)
(7.84-9.86)
(8.82-11.2)
2.74
3.33
4.21 1
F 5.03
6.17
7.18
8.28
9.50
11.3
12.9
6-hr
(2.51-3.02)
(3.04-3.69)
(3.84-4.66)
(4.56-5.54)
(5.56-6.79)
(6.42-7.90)
(7.34-9.10)(
8.34-10.4)
(9.80-12.4)
(11.1-14.2)
3.22
3.91
4.98
5.97
7.38
8.64
10.0
11.6
13.9
16.0
72-hr
(2.92-3.58)
(3.54-4.36)
(4.50-5.55) 11
(5.37-6.64) 11
(6.59-8.19)
(7.66-9.58)
(8.81-11.1)
(10.1-12.8)
(11.9-15.4)
(13.5-17.7)
3.73
4.53
5.85
7.00
8.72
102
11.9
13.8
16.8
19.3
24-hr
(3.40-4.13)
(4.13-5.02)
(5.33 6.48)
(6.35-7.73)
1 (7.85-9.62)
(9.13-11.3)
(10.5-13.2)
(12.1-15.3)
(14.3-18.6)
(16.2-21.6)
4.35
5.26
6.75
8.02
9.91
11.6
13A
15A
18.5
21.2
2ilay
(3.98-4.80)
(4.82-5.82)
(6.16-7.46)
(7.29-8.86)
1 (8.93-11.0)
(10.3-12.8)
(11.8-14.8)
(13.5-17.2)
(15.9-20.7)
(17.9-23.9)
4.60
T5.56 _
7.08
8.37
10.3
11.9
13.7
15.7
18.8
21 A
3{Jay
(4.23 5.05)
(5.11-6.11) 11
(6.49-7.78) 11
(7.64-9.19)
(9.31 11.3)
(10.7 13.1)
(12.2 15.1)
(13.8 17.4)
(16.2 20.9)
(18.2 24.0)
4.85
5.86
7.42
8.73-
10.7
12.3
14.1
16.0
19.0
21.6
4�ay
(4.48-5.30)
(5.40-6.40)
(6.82-8.09)
(8.01-9.a2)
(9.70-11.6j
11 (imi-13.4j
(12.6-1a.4)
(i4.2-'17.6)
(16.6-21.i)
(18.6-24.1)
5.57
6.72
8A4
9.85
11.9
13.6
15.4
17A
20.3
22.7
7�a
(5.17-6.04)
(6.24-7.28)
(7.81-9.14) 11
(9.10-10.7)
1 (10.9-12.9)
(12.4-14.7)
(13.9-16.8)
(15.6-19.0)
(17.9-22.3)
(19.8-25.1)
6.28
7.53
9.30
10.8
12.8
-1-4.-67F
16A
18.4
21.2
23.5
10day
(5.85-6.77)
1 (7.01-8.11) 11
(8.64-10.0) 11
(9.97-11.6) 11
(11.8-13.9)
(13.3-15.7)
(14.9-17.7)
(16.5-19.9)
(18.8-23.2)
(20.7-25.9)
8A3
10.0
722
14.0
16.5
18.5
20.6
22.8
26.0
28.5
20{Jay
(7.89-9.01)
(9.41-10.7)
(11.4-13.1)
(13.1-14.9)
(15.3-17.6)
(17.1-19.8)
(18.9-22.1)
(20.8-24.6)
(23A-28.2)
(25.4-31.1)
10A
12A
14.8
16.8
19.5
21.6
23.7
26.0
29.0
31.4
30-day
(9.83-11.1)
(11.7-13.2)
(14.0-15.8)
(15.7-17.9)
(18.2-20.7)
(20.1-23.0)
(22.0-25.4)
(23.9-27.9)
(26.4-31.3)
(28.4-34.1)
13.0
15.4
18.2
20A
23A
25.7
28.1
30.5
33 8
36.4
45�1ay
(12 3-13.8)
1 (14.5-16.3)
1 (17.1-19.3)
(19.2-21.6)
(21.9-24.8)
(24.0-27.3)
(26.1-29.9)
(28.2-32.7)
(31.0-36.4)
(33.2-39.4)
60�1ay
15.6 `
(14.8-16.5)
18.4 r
(17.4-19.5)
21.5
(20.3-22.7)
23.9
(22.6-25.3)
27.1
(25.5-28.6)
29.6
(27.7-31.3)
32.0
(29.9-33.9)
34.5
(32.0-36.6)
37.7
(34.8-40.2)
40.1
(36.8-43.1)
Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency
estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates
at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Top
http://hdsc.nws.noaa.govlhdsc/pfdslpfds_printpage.html?lat=33.9052&lon=-78.4372&data=depth&units=english&series=pds 1/4

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SHALLOTTE, NC
M13

STORMWATER CALCULATIONS
OVERALL

Project Name: Ocean Isle Beach Market Place
Client: Halpern Enterprises Inc
Project Number: 14414.PE
Prepared By: DJF
Date: 12/6/16
Basin: DA #1 [POST]
PARAMC-)UNTE
4 " a" r 1 to 1 N c 11 E rat c
Drainage area= 19.68 acres = 0.031 mil
Land Use
Area (Ac.)
Area (sf) % of Basin
Outparcel 1
0.551
23,998
Outparcel2
0.637
27,763
Outparcel3
1.100
47,896
Outparcel4
1.094
47,640
Outparcel5
2.189
95,367
Buildings
1.314
57,225
Streets
1.340
58,366
Parking
4.416
192,348
Sidewalks
0.408
1? 760
Misc. / Future
0.841
36,637
Impervious (Total) =
13.889
605,000 70.6%
Pond Perm. Pool (Classified Pervious)
1.358
59,135 6.9%
Open Space - Good
4.432
22.5%
Basin: DA #2 [POST]
Sum: 19.678 100.0%
Drainage area= 1.93 acres = 0.003 miz
Land Use
Area (Ac.)
Area (sf) % of Basin
Roadway
0.753
32,785
Sidewalks
0.133
5,778
Misc / Future
0.013
587
Impervious (Total) =
0.899
391150 46.6%
Open Space - Good
1.030
53.4%
Sum: 1.92S
100.0%

Project Name: Ocean Isle Beach Market Place
Client: Halpern Enterprises Inc
Project Number: 14414.PE
Prepared By: DJF
Date: 12/6/16
Wet Detention Basin / Infiltration Basin or LS-VFS in Series
1 yr. 24 hour Pre / Post: SCS TR-55
Method
1
2
Rainfall Depth (1yr. 24hr.) [in.] =
3.73
3.73
Drainage Area to System [Ac.] =
19.68
1.93
SCS TR-55 Method Pre [cf] =
25,259
12
Reference HydroCAD Node
is
3S
SCS TR-55 Method Post [cf] =
177,103
6,500
2S
4S
SCS TR-55 Method Pre/Post [cf] =
151,844
6,488

OiB - 1-Yr Difference Type 111 24 hr 1-YEAR Rainfall=3.73"
Prepared by Paramounte Engineering, Inc. Printed 12/6/2016
HydroCAD® 10.00-18 s/n 08877 © 2016 HydroCAD Software Solutions LLC Page 1
Summary for Subcatchment 1S: PRE #1
Runoff = 2.58 cfs @ 12.58 hrs, Volume= 25,259 cf, Depth= 0.35"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.01 hrs
Type III 24-hr 1-YEAR Rainfall=3.73"
Area (ac) CN Description
11.807 36 Woods, Fair, HSG A
7.871 79 Woods Fair, HSG D
19.678 53 Weighted Average
19.678 100.00% Pervious Area
Tc
min
25.9
Length Slope Velocity Capacity Description
2
i
950 0.0150 0.61 Shallow Concentrated Flow, SCF
Woodland Kv= 5.0 fps
Subcatchment 1S: PRE #1
Hydrograph
0 10 20 30 40
Runoff=2.58 ;cfs a@ 12.50 hrs
TyOe III 24-hr
1,*YEAk-Rainfa11=;.73
R'unoff�Area=19.678 ac
Runoff Volume=25,269 cf
Runoff DO'pth=6.35"
Flow Length-1950'
$1oPO' G.01P.0_'1'_
Td=25.9 min
CN=53
50 60 70 80 90 100 110 120
Time (hours)
LO Runoff

OIB - 1-Yr Difference Type 11124-hr 9-YEAR Rainfall=3.73"
Prepared by Paramounte Engineering, Inc. Printed 12/6/2016
HydroCAM 10.00-18 s/n 08877 © 2016 HydroCAD Software Solutions LLC Page 2
Summary for Subcatchment 2S: POST #1
Runoff = 58.78 cfs @ 12.07 hrs, Volume= 177,103 cf, Depth= 2.48"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.01 hrs
Type III 24-hr 1-YEAR Rainfall=3.73"
Area (ac) CN Description
13.889
98
Paved parking
1.358
98
Water Surface, 0% imp
2.659
39
>75% Grass cover, Good, HSG A
1.772
80
>75% Grass cover, Good, HSG D
19.678
88
Weighted Average
5.789
29.42% Pervious Area
13.889
70.58% Impervious Area
T c Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 2S: POST #1
Hydrograph
65 ® Runoff
60
- - Rpnoffz�8.7-8;cfs @-42A-�i hrs -
55 r; Tyj�e11124-hr_
50 _ _
r , J-YEAR.Rainfall=�.73" _
45 RunofffAreaT19.678 ac
-- -- -- -- -- --
40 Runoff Vol ume=1 77 1 d3 cf
35 Runpff Depth=2.48"
c 30 Tlc-5.d min
--
2J �.Rr=��
20
15
10 - %-
5A
0 10 20 30 40 50 60 70 80 90 100 110 120
Time (hours)

OIB - 1-Yr Difference Type Ill 24 hr 1-YEAR Rainfall=3.73"
Prepared by Paramounte Engineering, Inc. Printed 12/6/2016
HydroCADO 10.00-18 s/n 08877 ©2016 HydroCAD Software Solutions LLC Page 3
Summary for Subcatchment 3S: PRE #2
Runoff = 0.00 cfs @ 24.03 hrs, Volume= 12 cf, Depth= 0.00"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.01 hrs
Type III 24-hr 1-YEAR Rainfall=3.73"
Area (ac) CN Description
1.929 36 Woods, Fair, HSG A
1.929 100.00% Pervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
15.2 500 0.0120 0.55 Shallow Concentrated Flow,
Woodland Kv= 5.0 fps
Subcatchment 3S: PRE #2
0.00 l
Hydrograph
�j Runoff
- - - - - - - - -
0.001
-' Rttnoff=p.004fs-@;24.03 hrs
0.001
_ -, _ _ L ...Type .11l_24-hr
0.001 " '
_-
0.001
Runoff Arear1.929 ac
H 0.001
unoft Volume=12 cf
—"- 0.001
;Runoff' Depth=Q.00"
c 0.001 a
_
Flow Length=500'
0.000
0.000
- - 1- - - -Tc=15 'rnVrf
0.000
�N=3fr
0.000
0 10 20 30 40 50 60 70 80 90 100 110 120
Time (hours)

OIB - 1-Yr Difference Type H/ 24 hr 1-YEAR Rainfal1=3.73"
Prepared by Paramounte Engineering, Inc. Printed 12/6/2016
HydroCAD® 10.00-18 s/n 08877 © 2016 HydroCAD Software Solutions LLC Page 4
Summary for Subcatchment 4S: POST #2
Runoff = 1.92 cfs @ 12.09 hrs, Volume= 6,500 cf, Depth= 0.93"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.01 hrs
Type III 24-hr 1-YEAR Rainfall=3.73"
Area (ac) CN Description
0.899
98 Paved parking, HSG A
1.030
39 >75% Grass cover, Good, HSG A
1.929
66 Weighted Average
1.030
53.40% Pervious Area
0.899
46.60% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 4S: POST #2
Hydrograph
- - 0 Runoff
2 Runoff=1.92 ;cfs @ 12.09 hrs
Type III 24-hr
i-YEAR Rainfall=3.73"
Runoff Area=1.929 ac
Runoff Volume=6,560 cf
Runoff Depth=0.93"
. n
c 1 �c-5a' rain
N=66
0 10 20 30 40 50 60 70 80 90 100 110 120
Time (hours)

STORMWATER CALCULATIONS
WET POND #1 AND INFILTRATION BASIN #1

Ocean Isle Beach Market Place - Wet Pond #1
NC DENR Retention Requirements
Objective: design a wet detention basin with the following characteristics: a permanent water pool depth between 3- and
6-feet a surface area that meets TSS removal requirements (values set by NC DENR and included here), a forebay that
is approximately 20% of the total pond volume, a temporary water pool sized to detain the initial 1.5 inch of rainfall runoff, an
outlet device that drains the temporary water pool within 2-5 days, and a length -to -width ratio of approximately 3:1.
Step 1: Determine the surface area required for 90% TSS removal
Post -Development Conditions
Total Drainage Area 19.678 ACRE Value from CAD
Impervious Drainage Area 13.889 ACRE Value from CAD
Impervious Cover 70.58% Impervious Cover -(Impervious Drainage
Area)/(Total Drainage Area)*100%
Elevation of Permanent Pool Surface
20.50
FT
Value selected by designer
Depth of Permanent Pool
5.50
FT
Value selected by designer
Elevation of Wet Detention Pond Bottom
15.0
FT
(Bottom Elevation)=(Permanent Pool Surface
Elevation) -(Depth of Permanent Pool)
Approximate Pond Length
450
FT
Value from CAD
Approximate Pond Width
126
FT
Value from CAD
Len th:Width Ratio
3.6:1
Ratio= Len th / Width :1
Required SA/DA Ratio for 90% TSS Removal 6.06 Value from chart. Reference: "90% TSS Removal
Required Permanent Pool Surface Area 51,945 SF Required Surface Area=(Required SAIDA
Ratio)*(Total Drainage Area)
Provided Permanent Pool Surface Area 56,660 SF Interpolated value from stage -storage calculations
Step 2: Determine the WQV runoff elevation within the wet detention pond
Runoff Coefficient, Rv
0.685
IN/IN
Rv=0.05+0.009*(116 Impervious)
1.5" Runoff Volume (Volume of Temporary Pool)
73,420
CF
1.5" Runoff Volume=1.5 inch*Rv*1 foot/12
inch*(Total Drainage Area)
SCS TR-55 Method Required Runoff Volume
151,844
CF
[see HydroCAD calculation]
(Pre/Post Volume difference of 1-Year storm)
Volume Below Permanent Pool
228,679
CF
Value from stage -storage calculations (cumulative
pond volume at permanent pool elevation)
Total Volume to be Controlled
380,523
CF
Total Volume to be Controlled=(Volume Below
Permanent Pool)+(Required Runoff Volume)
Storage Elevation at Required SCS Volume
22.96
FT
Value is interpolation based upon stage -storage
values. See staae-storage calculations
Step 3: Calculate the required forebay volume (18-22% of total pond volume) and compare to the forebay volume provided
Total Pond Volume 228,679 CF Value from stage -storage calculations
Required Total Forebay Volume 41,162 CF Forebay Volume= Total Pond Volume *18%
Provided Total Forebay Volume 49,260 CF Value from stage -storage calculations
Provided Forebay Volume:Total Pond Volume 21.5% (Provided Forebay Volume)/(Total Pond
Volume)*100%

Step 4A: Verify that time required to drawdown the required water quality volume is within 2 to 5 days
Diameter of Proposed Low -flow Orifice
5.00
IN
Value chosen by designer
Elevation of Outlet Structure
22.96
FT
Value chosen by designer
Total Elevation Head Above Orifice
2.46
FT
(Total Elevation Head Above Orifice)=(Weir
Elevation) -(Elevation of Permanent Pool Surface)
(Average Elevation Head Above Orifice) [(Storage
Average Elevation Head Above Orifice
0.82
FT
Elevation at Required Volume)+(Elevation of
Permanent Pool Surface)113-(Storage Elevation at
Required Volume)
Cd, Coefficient of Discharge
0.60
Value chosen by designer
Q, Flowrate Through Low -flow Orifice
0.59
CFS
Q=Cd*(Pi)*((Diameter of Office)*(1 W12
in)j"2/4*[2*32.2*(Avenge Head)]"1/2
Drawdown Time for Req'd WQV
2.88
DAYS
(Drawdown Time)=(Required Runoff Volume)/Q*(1
I ... roes ----- -
Step 4B: Verify that time required to drawdown the provided runoff volume is within 2 to 5 days
Diameter of Proposed Low -flow Orifice
5.00
IN
Value chosen by designer
Elevation of Outlet Structure
23.00
FT
Value chosen by designer
Total Elevation Head Above Orifice
2.50
FT
(Total Elevation Head Above Orifice)=(Weir
Elevation) -(Elevation of Permanent Pool Surface)
(Average Elevation head Above Ormce)[(Storage
Average Elevation Head Above Orifice
0.83
FT
Elevation at Required Volume)+(Elevation of
Permanent Pool Surface)J/3-(Stora4e Elevation at
Required Volume)
Cd, Coefficient of Discharge
0.60
Value chosen by designer
Q, Flowrate Through Low -flow Orifice
g
0.60
CFS
Q=Cd*(Pi)*((Diameter of Orifice)*(1 ft/12
in)J"2/4*j2*32.2* Aver a Head j^1/2
Drawdown Time for Provided WQV
2.98
DAYS
(Drawdown Time)=(Provided Runoff Volume)/Q*(1

Ocean Isle Beach Market Place - Wet Pond #1
Stage -Storage Calculations for Proposed Wet Detention Pond
Stage/Storage Above Permanent Pool (Including Forebay)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
20.50
56,660
0
0 *-Permanent Pool
21.00
58,675
28,834
28,834
22.00
62,740
60,708
89,541
23.00
66,860
64,800
154,341
24.00
71,040
68,950
223,291
25.00
75,275
73,158
296,449
26.00
79,570
77,423
373,871
26.25
80,650
20,028
393,899
Stage/Storage Main Pond (Not Including Forebays)
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
14.0
20,405••Sediment
Storage
15.0
23,350
n
0 Bottom Elpv.
16.0
26,450
24,900
24,900
17.0
29,625
28,038
52,938
18.0
32,875
31,250
84,188
19.0
36,180
34,528
118,715
19.5
37,855
18,509
137,224
20.0
41,060
73,935
158,123
20.5
44,125
21,296
179,419Permanent Pool
Stage/Storage Total Pond (Including Forebay)
Main Pond
Cumulative
Volume
Forebay #1
Forebay #2
Volume, S
Contour
(CF)
Volume (CF)
Volume (CF)
(CF)
14.0
0
0
0
0
15.0
0
2,663
1,343
4,005
16.0
24,900
5,993
3,135
34,028
17.0
52,938
10,050
5,445
68,433
18.0
84,188
14,893
8,333
107,413
19.0
118,715
20,578
11,855
151,148
19.5
137,224
23,751
13,870
174,845
20.0
158,123
27,156
16,065
201,344
20.5
179,419
30,800
18,460
228,679
Forebay #1
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
13.0
1,780
-
- -Sediment Storage
14.0
2,345
0
0 Bottom Elev.
15.0
2,980
2,663
2,663
16.0
3,680
3,330
5,993
17.0
4,435
4,058
10,050
18.0
5,250
4,843
14,893
19.0
6,120
5,685
20,578
19.5
6,575
3,174
23,751
20.0
7,045
3,405
27,156
20.5
7,530
3,644
30,800 *forebay Volume

Ocean Isle Beach Market Place Wet Pond #1
Stage -Storage Calculations for Proposed Wet Detention Pond
Forebay #2
Cumulative
Contour
Incremental
Volume, S
Contour
Area (SF)
Volume (CF)
(CF)
13.0
780
- -Sediment Storage
14.0
1,135
0
0 ••Bottom Elev.
15.0
1,550
1,343
1,343
16.0
2,035
1,793
3,135
17.0
2,585
2,310
5,445
18.0
3,190
2,888
8,333
19.0
3,855
3,523
11,855
19.5
4,205
2,015
13,870
20.0
4,576
2,195
16,065
20.5
5,005
2,395
18,460 +-Forebay Volume

Project Name: Ocean Isle Beach Market Place
Client:
Halpern Enterprises, Inc.
Project Number:
14414.PE
Prepared By:
DJF
Date:
1216/16
Average Depth Calculation: (Option 2 per Errata)
Pond #1
ABottom Shelf =
37,855
Sf
ABottom Pond =
23,350
Sf
APerm Pool =
56,660
Sf
Depth =
4.50
ft
day =
4.1
ft
DARAMOUNTE

Project Dame: Ocean Isle Beach Market Place
Client: Halpern Enterprises, Inc. DARAMOUNTE
Project Number: 14414.PE N r. �, ,: 1 �
Prepared By: DJF
Date: 12/6/16
Forebay Percentage Calculation: (Per NCDENR SWM BMP Manual Section 10.3.3)
Overall BMP (WET POND #1)
Drainage Area = 19.678 Acres
Total Forebay Vol. = 49,260 cf
Forebay #1
Drainage Area = 12.478 Acres
Forebay Volume = 30,800 cf
Forebay #2
Drainage Area = 7.200 Acres
Forebay Volume = 18,460 cf
63% of total drainage area
63% of total forebay volume
37% of total drainage area
37% of total forebay volume

Project Name: Ocean Isle Beach Market Place
Client: Halem Enterprises Inc
Project Number: 14414.13E
Prepared By: DJF
Date: 12/15/16
Secondary Infiltration System Design #1
Total Impervious Area 605,000 sf
Soils Testing Information:
Soil Type = Wando fine sand
EL. At Test Location = 23.25
Depth to SHWL = 3.5 ft
SHWL = 19.75
Infiltration Rate = 3.5 in/hr
Stormwater Quality Requirement:
Drainage Area to System =
19.68 Ac.
Impervious Area =
13.89 Ac.
% Impervious
70.58 %
Runoff Coefficent (Rv) =
0.685 in/in
Req. 1.5" Runoff Volume =
N/A cf
lyr Volume (SCS Method)
151,844 cf
Weir Elevation =
22.50 EL.
Draw Down Analysis:
Bottom Area of Basin
Bottom Elevation of Basin
Basin Depth
Draw Down Time =
..................................... ..... ..._....... _.... ... ._._..... ._._...... ............
PARAMOUNTE
i N . E N t t!: I IV + ) IW a.
-• - Y.
DEC 15 2016
SY.
9,435 sf
20.50 EL.
2.00 ft
2.30 days (from Darcy's Equation)
VVr ;Otto 1*-1 VW W'DOWN � : ► v�li r Confi'RALS

4S
5S
POST (Road Ext)
POST (O TFALL A)
6P - -D A7P 84P
POND 1 INFiLT BASIN Infii Basin 2
I Iv.
DEC 15 2016
BY:
Subcat Reach
on Link

OIfB Type /// 24 hr 1-YEAR Rainfall=3.73"
Prepared by Paramounte Engineering, Inc. Printed 12/15/2016
HydroCAD® 10 00-18 s/n 08877 © 2016 HvdroCAD Software Solutions LLC Page-2
Summary for Subcatchment 4S: POST (OUTFALL A)
Runoff = 58.78 cfs @ 12.07 hrs, Volume= 177,103 cf, Depth= 2.48"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.01 hrs
Type III 24-hr 1-YEAR Rainfall=3.73"
Area (ac) CN Description
13.889
98
Paved parking
1.358
98
Water Surface, 0% imp
2.659
39
>75% Grass cover, Good, HSG A
1.772
80
>75% Grass cover, Good, HSG D
19.678
88
Weighted Average
5.789
29.42% Pervious Area
13.889
70.58% Impervious Area
Tc Length Slope
min) (feet) (fi/ft)
5.0
Capacity Description
(cfs)
Direct Entry,
Subcatchment 4S: POST (OUTFALL A)
Hydrograph
65
-_ - -- ---
60
-R�noff=,58.7i,cfs @-42.077-hrs -
55
_-i-___----Ty-oaill 24hr-
_ _
50
!YEAS Rainfall=,Z3'' -
45
RunoffAreaT19.678 ac
40
cf
Runoff Volume=�77,1b3 cf
-- - - -- - -�_
--- --- - -- �-- - - - -- 1'---- 1 ---- "�------ ------
=- 35
Runoff Depth=2.48"
---
--- -
--- ---;, --; - ;----rt c=5.d min
30
0
-- -
- ---
- -; --CN=88-
u- 25
- - -
20 _
- -
15
-
10 -
5
0 10 20 30 40 50 60 70 80 90 100 110 120
Time (hours)
DEC 15 2016
BY:
® Runoff

OIB
Prepared by Paramounte
HvdroCAD®10.00-18 s/n 081
Type I1124-hr 9-YEAR Rainfall=3.73"
ineering, Inc. Printed 12/15/2016
roCAD Software Solu
Summary for Subcatchment 5S: POST (Road Ext)
Runoff = 1.92 cfs @ 12.09 hrs, Volume= 6,500 cf, Depth= 0.93"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.01 hrs
Type III 24-hr 1-YEAR Rainfall=3.73"
Area (ac) CN Description
0.899
98 Paved parking, HSG A
1.030
39 >75% Grass cover, Good, HSG A
1.929
66 Weighted Average
1.030
53.40% Pervious Area
0.899
46.60% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 5S: POST (Road Ext)
Hydrograph
0 Runoff
2
{
Runoff=1.92 ;cfs @ 12.09 hrs
Ty0e III 24-hr
1;-YEAk Rainfall=�.73"
" Runoff Ared=1.929 ac
a Runoff Vfolume=6 560 cf
1 --
Runoff Depth=q.93"
EM:Vc=5.0 min
CN=66
i - - - - - - , , , , , . . . . . . . . . . . . . . . . . . . . . . . . .
0 10 20 30 40 50 60 70 80 90 100 110 120
Time (hours)
DEC 15 2016
BY:

OIB
Prepared by Paramounte Engineering, Inc.
Hw1mr-A060 10.00-18 s/n 08877 © 2016 HydroU
Type 111 24 hr 1-YEAR Rainfall=3.73"
Printed 12/15/2016
Solutions
Summary for Pond 6P: POND 1
Inflow Area =
857,174 sf,
70.58% Impervious,
Inflow Depth = 2.48" for 1-YEAR event
Inflow =
58.78 cfs @
12.07 hrs, Volume=
177,103 cf
Outflow =
0.94 cfs @
19.45 hrs, Volume=
171,057 cf, Atten= 98%, Lag= 442.3 min
Primary =
0.00 cfs @
0.00 hrs, Volume=
0 cf
Secondary =
0.94 cfs @
19.45 hrs, Volume=
171,057 cf
Routing by Dyn-Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.01 hrs
Peak Elev= 22.77' @ 19.45 hrs Surf.Area= 65,914 sf Storage= 139,098 cf
Plug -Flow detention time= 1,788.6 min calculated for 171,043 cf (97% of inflow)
Center -of -Mass det. time= 1,769.2 min ( 2,577.2 - 808.0 )
Volume Invert
Avail Storage Storage Description
#1 20.50'
393,899 cf Custom Stage Data (Prismatic)Listed below (Recalc)
Elevation Surf.Area
Inc.Store Cum.Store
(feet)
(sq-ft)
(cubic -feet) (cubic -feet)
20.50
56,660
0 0
21.00
58,675
28,834 28,834
22.00
62,740
60,708 89,541
23.00
66,860
64,800 154,341
24.00
71,040
68,950 223,291
25.00
75,275
73,158 296,449
26.00
79,570
77,423 373,871
26.25
80,650
20,028 393,899
Device Routing
Invert
Outlet Devices
#1 Primary
19.50'
36.0" Round RCP -Round 36" X 2.00
L= 45.0' RCP, square edge headwall, Ke= 0.500
Inlet / Outlet Invert= 19.50' / 19.50' S= 0.0000 '/' Cc= 0.900
n= 0.013, Flow Area= 7.07 sf
#2 Secondary
20.50'
5.0" Vert. Low Flow Orifice C= 0.600
#3 Device 1
23.00'
66.0" W x 19.2" H Vert. Primary Spillway C= 0.600
#4 Device 1
24.60'
24.0" x 96.0" Horiz. Top of Box C= 0.600
Limited to weir flow at low heads
#5 Primary
24.70'
Emergency Spillway, C= 2.60
Offset (feet) 0.00 3.75 83.75 87.50
Height (feet) 1.25 0.00 0.00 1.25 '"?g! E
�1
r
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=20.50' (Free Discharge) - DEC 5 2016
R
CP Round 36" (Passes 0.00 cfs of 7.54 cfs potential flow) Ft
Spillway ( Controls 0.00 cfs) BY,
=Top of Box ( Controls 0.00 cfs)
5=Emergency Spillway ( Controls 0.00 cfs)
Secondary OutFlow Max=0.94 cfs @ 19.45 hrs HW=22.77' TW=20.65' (Dynamic Tailwater)
L2=Low Flow Orifice (Orifice Controls 0.94 cfs @ 6.91 fps)

OiB
Prepared by Paramounte Engineering, Inc.
HvdroCAD® 10,00-18 s/n 08877 © 2016 HvdroCi
Type 1/12447r 1-YEAR Rainfall=3. 73"
Printed 12/15/2016
Solutions LLC
Pond 6P: POND 1
Hydrograph
I I I
inflow Area=857,174 sf
Inflow-58.98 cfs 12.07 hrs
60
' 1 _ 1 _ _ _ _I_ _ _ .. ._ _ _ _ _ L _
, � �utf�oin�0�4 cfs � 1�A6 hrs
Priinary-0.00 cN @ 0.00 hrs
' econ ate/--0-p4 cfs 19 hrs
50
I Peak Elev-22.77'
9torage=139AS cf
T
^p^
40
� r
3
-' - '- -- --- I --- ,---- -
O
1 1
1
i
20
-
I
I I
10
I
0 ,
0 10 20 30 40 50 60 70 80 90 1601 i 0 120
Time (hours)
DEC 15 2016
i3Y:
® Inflow
❑ Outflow
❑ Primary
❑ Secondary

0I13 Type III 24-hr 1-YEAR Rainfall=3.73"
Prepared by Paramounte Engineering, Inc. Printed 12/15/2016
HydroCAD® 10 00-18 s/n 08877 © 2016 HvdroCAD Software Solutions LLC Page 6
Summary for Pond 7P: INFILT BASIN
Inflow = 0.94 cfs @ 19.45 hrs, Volume= 171,057 cf
Outflow = 0.93 cfs @ 23.41 hrs, Volume= 171,052 cf, Atten= 1%, Lag= 238.2 min
Discarded = 0.93 cfs @ 23.41 hrs, Volume= 171,052 cf
Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf
Routing by Dyn-Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.01 hrs
Peak Elev= 20.67' @ 23.41 hrs Surf.Area= 9,626 sf Storage= 1,583 cf
Plug -Flow detention time= (not calculated: outflow precedes inflow)
Center -of -Mass det. time= 9.6 min ( 2,586.8 - 2,577.2 )
Volume Invert Avail Storage Storage Description
#1 20.50' 27,299 cf Custom Stage Data (Prismatic)Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
20.50 9,435 0 0
21.00 10,010 4,861 4,861
22.00 11,205 10,608 15,469
23.00 12,455 11,830 27,299
Device Routing Invert Outlet Devices
#1 Discarded 20.50' 3.500 in/hr Exfiltration over Surface area from 20.49' - 20.51'
Conductivity to Groundwater Elevation = 19.75'
Excluded Surface area = 0 sf
#2 Primary 22.50' Emergency Spillway, C= 2.60
Offset (feet) 0.00 1.50 11.50 13.00
Height (feet) 0.50 0.00 0.00 0.50
L)Iscarded OutFlow Max=0.93 cfs @ 23.41 hrs HW=20.67' (Free Discharge)
1=Exfiltration ( Controls 0.93 cfs)
Zrimary OutFlow Max=0.00 cfs @ 0.00 hrs HW=20.50' (Free Discharge)
2=Emergency Spillway ( Controls 0.00 cfs)
� ' 1
DEC 15 2016
8Y: -

01113
Prepared by Paramounte Engineering, Inc.
HvdroCADO 10.00-18 s/n 08877 © 2016 HvdroC)
Type 11124-hr 1-YE4R RainfalV-3. 73"
Printed 12/15/2016
Pond 7P: INFILT BASIN
Hydrograph
Inflo*=0.94 cfs Q 19.4$ hrs
Qutflovj--0Aj cfs @ 23.41 hrs
DIsparde0=014 cfs Q 23.41 hrs
Prima�y=0.90 cfs Q 0.09 hrs
Peak Elev=20.67'
Storage=1,583 cf
v �
3
0
0 10 20 30 40 50 60 70 80 90 100 110 120
Time (hours)
■ Inflow
❑ OutflOW
■ Discarded
❑ Primary
DEC 15 2016
t�
BY.

plB Type /// 2447r 9-YEAR Rainfall=3.73"
Prepared by Paramounte Engineering, Inc. Printed 12/15/2016
HydroCAD® 10 00-18 s/n 08877 © 2016 HydroCAD Software Solutions LLC Paoe 8
Summary for Pond 8P: Infil Basin 2
Inflow Area = 84,027 sf, 46.60% Impervious, Inflow Depth = 0.93" for 1-YEAR event
Inflow = 1.92 cfs @ 12.09 hrs, Volume= 6,500 cf
Outflow = 0.23 cfs @ 13.17 hrs, Volume= 6,502 cf, Atten= 88%, Lag= 65.0 min
Discarded = 0.23 cfs @ 13.17 hrs, Volume= 6,502 cf
Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf
Routing by Dyn-Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.01 hrs
Peak Elev= 21.45' @ 13.17 hrs Surf.Area= 4,735 sf Storage= 2,063 cf
Plug -Flow detention time= (not calculated: outflow precedes inflow)
Center -of -Mass det. time= 83.2 min ( 960.4 - 877.2 )
Volume Invert Avail.Storage Storage Description
#1 21.00' 16,985 cf Custom Stage Data (Prismatic)Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
21.00 3,140 0 0
21.01 4,380 38 38
22.00 5,170 4,727 4,765
23.00 6,015 5,593 10,357
24.00 7,240 6,628 16,985
Device Routing Invert Outlet Devices
#1 Discarded 21.00' 2.000 in/hr Exfiltration over Surface area from 20.99' - 21.01,
Conductivity to Groundwater Elevation = 17.75'
Excluded Surface area = 0 sf
#2 Primary 23.30' 50.0' long x 5.0' breadth Emergency Spillway
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50 3.00 3.50 4.00 4.50 5.00 5.50
Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65. 2.65
2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88
Qiscarded OutFlow Max=0.23 cfs @ 13.17 hrs HW=21.45' (Free Discharge)
1=ExflItration ( Controls 0.23 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=21.00' (Free Discharge)
t2=Emergency Spillway ( Controls 0.00 cfs)
DEC 5 2016 '
8Y'

OIB Type M 24-hr 1-YE4R Rainfalr3.73"
Prepared by Paramounte Engineering, Inc. Printed 12/15/2016
HydroCAD® 10.00-18 s/n 08877 © 2016 HydroCAD Software Solutions LLC Page 9
Pond 8P: Infil Basin 2
Hydrograph
I I I
0 Inflow
Inflow Are4=84,027 sf ❑ OLitfIOW
2 Inflo*=1.94 cfs @ 12.0� hrs 0 Discarded
Qutflov�r=0.24 afs Q 13.1T hrs
Dispardeo=0.21 cfs Q 13.17 hrs
❑Primary
Prima
ry=0.Q0 cfs @ 0.Q0 hrs
i Peak Elev=24.45'
I � � , �. I I I
--- �-----;---- -------;---- itorage=2,063zf_
0
i I I I I
0 10 20 30 40 50 60 70 80 90 100 110 120
Time (hours)
DEC 15 2016
BY:

OIg Type /// 2447r 10-YEAR Rainfall=7.00"
Prepared by Paramounte Engineering, Inc. Printed 12/15/2016
HydroCAD® 10 00-18 s/n 08877 © 2016 HydroCAD Software Solutions LLC Page 10
Summary for Subcatchment 4S: POST (OUTFALL A)
Runoff = 127.88 cfs @ 12.07 hrs, Volume= 399,547 cf, Depth= 5.59"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.01 hrs
Type III 24-hr 10-YEAR Rainfall=7.00"
Area (ac) CN Description
* 13.889
98
Paved parking
* 1.358
98
Water Surface, 0% imp
2.659
39
>75% Grass cover, Good, HSG A
1.772
80
>75% Grass cover, Good, HSG D
19.678
88
Weighted Average
5.789
29.42% Pervious Area
13.889
70.58% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
,1
1
11
04
:1
Subcatchment 4S: POST (OUTFALL A)
Hydrograph
----;----,---- �---- �-----,----..,----- ©Runoff
-- - -P�unoff=127A8&cfs coi 12AT hrs -
TVpe III g4-hr
Runoff Area=19.6f8 ac
Rupoff Volume=399,5,47 cf
Runoff D'Opth=5.59"
Tc=5.0 min
1 ry—
, .a
01 1 - - i i - 1
01.
0 10 20 30 40 50 60 70 80 90 100 110 120
Time (hours)
15 20%
6Y:

OIB
Prepared by Paramounte Engineering, Inc.
HydroCADS 10.00-18 s/n 08877 © 2016 HvdroC/
Type III 24-hr 10-YEAR Rainfall=7.00"
Printed 12/15/2016
Summary for Subcatchment 5S: POST (Road Ext)
Runoff = 7.46 cfs cQ 12.08 hrs, Volume= 22,438 cf, Depth= 3.20"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.01 hrs
Type III 24-hr 10-YEAR Rainfall=7.00"
Area (ac) CN Description
0.899
98 Paved parking, HSG A
1.030
39 >75% Grass cover, Good, HSG A
1.929
66 Weighted Average
1.030
53.40% Pervious Area
0.899
46.60% Impervious Area
Tc Length Slope Velocity Capacity Description
in) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 5S: POST (Road Ext)
Hydrograph
8
- - - -Runoff=7.46,cfs-g 12.04 #era
7
1 � Ty0e III 24-hr
6
- - - -;- 10;=YEAk-RaloalP- .00"-
Runoff Ared=1.929 ac
5
Runoff Volume=22,4i38 cf
RNnbff ®elpth=.29_'_
4
'Vc=5.d min
°U.
----------- CI4=66-
--- -
0 10 20 30 40 50 60 70 80 90 100 110 120
Time (hours)
'i
DEC 15 2016
© Runoff

01113 Type 111 24 hr 10-YEAR Rainfall=7.00"
Prepared by Paramounte Engineering, Inc. Printed 12/1512016
HydroCAD® 10 00-18 s/n 08877 © 2016 HydroCAD Software Solutions LLC Page 12
Summary for Pond 6P: POND 1
Inflow Area = 857,174 sf, 70.58% Impervious, Inflow Depth = 5.59" for 10-YEAR event
Inflow =
127.88 cfs @
12.07 hrs, Volume=
399,547 cf
Outflow =
19.62 cfs @
12.55 hrs, Volume=
392,668 cf, Atten= 85%, Lag= 28.4 min
Primary =
18.42 cfs @
12.55 hrs, Volume=
188,484 cf
Secondary =
1.20 cfs @
12.55 hrs, Volume=
204,184 cf
Routing by Dyn-Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.01 hrs
Peak Elev= 24.03' @ 12.55 hrs Surf.Area= 71,162 sf Storage= 225,332 cf
Plug -Flow detention time= 1,016.7 min calculated for 392,668 cf (98% of inflow)
Center -of -Mass det. time= 1,006.0 min ( 1,791.4 - 785.4)
Volume
Invert Avail.Storage
Storage
Description
#1
20.50' 393,899 cf
Custom Stage Data (Prismatic)Listed below (Recalc)
Elevation
Surf.Area Inc.Store
Cum.Store
(feet)
(sq-ft) (cubic -feet)
(cubic -feet)
20.50
56,660
0
0
21.00
58,675
28,834
28,834
22.00
62,740
60,708
89,541
23.00
66,860
64,800
154,341
24.00
71,040
68,950
223,291
25.00
75,275
73,158
296,449
26.00
79,570
77,423
373,871
26.25
80,650
20,028
393,899
Device Routing Invert Outlet Devices
#1 Primary 19.50' 36.0" Round RCP -Round 36" X 2.00
L= 45.0' RCP, square edge headwall, Ke= 0.500
Inlet / Outlet Invert= 19.50' / 19.50' S= 0.0000 T Cc= 0.900
n= 0.013, Flow Area= 7.07 sf
#2 Secondary 20.50' 5.0" Vert. Low Flow Orifice C= 0.600
#3 Device 1 23.00' 66.0" W x 19.2" H Vert. Primary Spillway C= 0.600
#4 Device 1 24.60' 24.0" x 96.0" Horiz. Top of Box C= 0.600
Limited to weir flow at low heads
#5 Primary 24.70' Emergency Spillway, C= 2.60
Offset (feet) 0.00 3.75 83.75 87.50
Height (feet) 1.25 0.00 0.00 1.25 r '
Primary OutFlow Max=18.42 cfs @ 12.55 hrs HW=24.03' (Free Discharge) DEC 5 20116
t:=RCP_Round 36" (Passes 18.42 cfs of 103.78 cfs potential flow)
3=Primary Spillway (Orifice Controls 18.42 cfs @ 3.26 fps)
=Top of Box ( Controls 0.00 cfs) 8y'
5=Emergency Spillway ( Controls 0.00 cfs)
tecondary OutFlow Max=1.20 cfs @ 12.55 hrs HW=24.03' TW=20.57' (Dynamic Tailwater)
=Low Flow Orifice (Orifice Controls 1.20 cfs @ 8.77 fps)

OIB
Prepared by Paramounte Engineering, Inc.
HydroCAD® 10.00-18 s/n 08877 © 2016 HvdroC)
Type 11124-hr 10-YEAR RainfalN7.00"
Printed 12/15/2016
Pond 6P: POND 1
Hydrograph
Inflow
140
` - - - - - -1- - - - T - - - - - = - - - - - - - - 1nf[o*-Area`-�57,1,74sf-
�I Outflow
Inflow-127.88 cfs 12.07 hrs
r ! outflow-19.62 deI� 12.56 hrs
CI Primary
120;Pflma"-
11.42 Ofs'@ 12.5� firs
`
U Secondary
' ! S!econd0ry--1.?0 cfs Q 12.5p I.-
100
Pl
'' %- ----'----- - ----'- ----------!Peakew-2UT-
` Storager225,�32 cf
~
v
80
i
3---
-
_L___1_ _I_ L
60
40
I
v
0 10 20 30 40 50 60 70 80 90 100110120
Time (hours)
��+j �•."''�,�r ,i • is � � ;
tkN •,
' DEC 15 2016�
BY._— ` J

OIB Type III 24 hr 10-YEAR Rainfall=7.00"
Prepared by Paramounte Engineering, Inc. Printed 12/15/2016
HydroCAD® 10 00-18 s/n 08877 © 2016 HydroCAD Software Solutions LLC Page 14
Summary for Pond 7P: INFILT BASIN
Inflow = 1.20 cfs @ 12.55 hrs, Volume= 204,184 cf
Outflow = 1.04 cfs @ 17.39 hrs, Volume= 204,179 cf, Atten= 13%, Lag= 290.7 min
Discarded = 1.04 cfs @ 17.39 hrs, Volume= 204,179 cf
Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf
Routing by Dyn-Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.01 hrs
Peak Elev= 20.77' @ 17.39 hrs Surf.Area= 9,747 sf Storage= 2,600 cf
Plug -Flow detention time= (not calculated: outflow precedes inflow)
Center -of -Mass det. time= 16.5 min (2,633.6 - 2,617.1 )
Volume Invert Avail.Storage Storage Description
#1 20.50' 27,299 cf Custom Stage Data (Prismatic)Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(feet) (sq-ft) (cubic -feet) (cubic -feet)
20.50 9,435 0 0
21.00 10,010 4,861 4,861
22.00 11,205 10,608 15,469
23.00 12,455 11,830 27,299
Device Routing Invert Outlet Devices
#1 Discarded 20.50' 3.500 in/hr EAltration over Surface area from 20.49' - 20.51'
Conductivity to Groundwater Elevation = 19.75'
Excluded Surface area = 0 sf
#2 Primary 22.50' Emergency Spillway, C= 2.60
Offset (feet) 0.00 1.50 11.50 13.00
Height (feet) 0.50 0.00 0.00 0.50
Discarded OutFlow Max=1.04 cfs @ 17.39 hrs HW=20.77' (Free Discharge)
t1=Exfiltration ( Controls 1.04 cfs)
Primary OutFlow Max=0.00 cfs @ 0.00 hrs HW=20.50' (Free Discharge)
t2=Emergency Spillway ( Controls 0.00 cfs)
S 20i�
D'EC 1
Bv:

OIB Type ill 24-hr 10-YE4R Rainfa1N7.00"
Prepared by Paramounte Engineering, Inc. Printed 12/15/2016
HydroCAM 10.00-18 s/n 08877 © 2016 HydroCAD Software Solutions LLC Pane IS
Pond 7P: INFILT BASIN
Hydrograph
■ Inflow
inflovk=1.20 ds (c 12.56 hrs ❑ Outflow
Qutflovjr=1.04 ds @ 17.39 hrs ■ Discarded
IIlioardeo=1.04 cfs a 17.3$ hrs
;Primary-0.Q0 ds Q 0.09 hrs Primary
1 Peak Elev=20.77'
Storage=2,600 d
vi i
i
3
0
LL
i
i
0`
0 10 20 30 40 .50 60 70 80 90 100 110 120
Time (hours)
,�.
t
DEC 15 2016
�d
Bv:

OIB Type 111 24-hr 10-YEAR Rainfall=7.00"
Prepared by Paramounte Engineering, Inc. Printed 12/15/2016
HydroCAD®10 00-18 s/n 08877 © 2016 HydroCAD Software Solutions LLC Pape 16
Summary for Pond 8P: Infil Basin 2
Inflow Area = 84,027 sf, 46.60% Impervious, Inflow Depth = 3.20" for 10-YEAR event
Inflow = 7.46 cfs @ 12.08 hrs, Volume= 22,438 cf
Outflow = 0.34 cfs @ 15.38 hrs, Volume= 22,441 cf, Atten= 95%, Lag= 198.1 min
Discarded = 0.34 cfs @ 15.38 hrs, Volume= 22,441 cf
Primary = 0.00 cfs @ 0.00 hrs, Volume= 0 cf
Routing by Dyn-Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.01 hrs
Peak Elev= 23.28' @ 15.38 hrs Surf.Area= 6,353 sf Storage= 12,065 cf
Plug -Flow detention time= (not calculated: outflow precedes inflow)
Center -of -Mass det. time= 399.2 min ( 1,238.0 - 838.8 )
Volume Invert Avail Storage Storage Description
#1 21.00' 16,985 cf Custom Stage Data (Prismatic)Listed below (Recalc)
Elevation Surf.Area Inc.Store Cum.Store
(sq-ft) (cubic -feet) (cubic -feet) 3 �U3S7
(feet) ' 3 LrZ
21.00 3,140 0 0 23.3 x
21.01 4,380 38 38 2+ /(saw
22.00 5,170 4,727 4,765
23.00 6,015 5,593 10,357 ��
24.00 7,240 6,628 16,985�-`-
,3 : 88
IqX:
I234S
Device Routing Invert Outlet Devices
#1 Discarded 21.00' 2.000 in/hr Exfiltration over Surface area from 20.99' - 21.01'
Conductivity to Groundwater Elevation = 17.75'
Excluded Surface area = 0 sf
#2 Primary 23.30' 50.0' long x 5.0' breadth Emergency Spillway
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50 3.00 3.50 4.00 4.50 5.00 5.50
Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65
2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88
4iscarded OutFlow Max=0.34 cfs @ 15.38 hrs HW=23.28' (Free Discharge)
L1=Exfiltration ( Controls 0.34 cfs)
Zrimary OutFlow Max=0.00 cfs @ 0.00 hrs HW=21.00' (Free Discharge)
2=Emergency Spillway ( Controls 0.00 cfs)
DEC 15 2016

OIB Type 1I124-hr 90-YEAR Rainfall=7.00"
Prepared by Paramounte Engineering, Inc. Printed 12/15/2016
HydroCAD®10.00-18 s/n 08877 ©2016 HydroCAD Software Solutions LLC Pans_ 17
Pond 8P: Infil Basin 2
Hydrograph
' InfloAre=84,027
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0 10 20 30 40 50 50 70 80 90 100 110 120
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DEC 15 2016
■ Inflow
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■ Discarded
® Primary

STORMWATER CALCULATIONS
INFILTRATION BASIN #2

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OIB -1B2
Prepared by Paramounte Engineering, Inc.
HvdroCAD®10.00-18 s/n 08877 © 2016 HvdmCi
Type 11124-hr 10-YEAR Rainfall=7.00"
Printed 12/6/2016
Summary for Subcatchment 4S: POST #2
Runoff = 7.46 cfs @ 12.08 hrs, Volume= 22,438 cf, Depth= 3.20"
Runoff by SCS TR-20 method, UH=SCS, Weighted-CN, Time Span= 0.00-120.00 hrs, dt= 0.01 hrs
Type III 24-hr 10-YEAR Rainfall=7.00"
Area (ac) CN Description
0.899
98 Paved parking, HSG A
1.030
39 >75% Grass cover, Good, HSG A
1.929
66 Weighted Average
1.030
53.40% Pervious Area
0.899
46.60% Impervious Area
Tc Length Slope Velocity Capacity Description
(min) (feet) (ft/ft) (ft/sec) (cfs)
5.0 Direct Entry,
Subcatchment 4S: POST #2
Hydrograph
8 - Runoff
7 - - - --Nunoff=7.-46 tfs-g12-0$ -hrs-
Type III 24-hr
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Runoff Area=1.929 ac
5 Runoff Volume=22,438 cf
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0 10 20 30 40 50 60 70 80 90 100 110 120
Time (hours)

OIB - IB2 Type III 24-hr 10-YEAR Rainfall=7.00"
Prepared by Paramounte Engineering, Inc. Printed 12/6/2016
16
Summary for Pond 5P: Infil Basin 2
Inflow Area =
84,027 sf,
46.60% Impervious,
Inflow Depth = 3.20" for 10-YEAR event
Inflow =
7.46 cfs @
12.08 hrs, Volume=
22,438 cf
Outflow =
0.44 cfs @
14.51 hrs, Volume=
22,439 cf, Atten= 94%, Lag= 146.0 min
Discarded =
0.44 cfs @
14.51 hrs, Volume=
22,439 cf
Routing by Dyn-Stor-Ind method, Time Span= 0.00-120.00 hrs, dt= 0.01 hrs
Peak Elev= 23.12' @ 14.51 hrs Surf.Area= 6,168 sf Storage= 11,117 cf
Plug -Flow detention time= (not calculated: outflow precedes inflow)
Center -of -Mass det. time= 304.0 min ( 1,142.8 - 838.8 )
Volume
Invert Avail.Storage Storage
Description
#1
21.00'
16,985 cf Custom Stage Data (Prismatic)Listed below (Recalc)
Elevation
Surf.Area
inc.Sture
Cum.Store
(feet)
(sq-ft)
(cubic -feet)
(cubic -feet)
21.00
3,140
0
0
21.01
4,380
38
38
22.00
5,170
4,727
4,7165
23.00
6,015
5,593
10,357
24.00
7,240
6,628
16,985
Device Routing Invert Outlet Devices
#1 Discarded 21.00' 2.000 in/hr Exfiltration over Surface area
Conductivity to Groundwater Elevation = 17.75'
4iscarded Outflow Max=0.44 cfs @ 14.51 hrs HW=23.12' (Free Discharge)
1=Exfiltration ( Controls 0.44 cfs)

OIB - I132 Type Ill 24-hr 10-YEAR Rainfall=7.00"
Prepared by Paramounte Engineering, Inc. Printed 12/6/2016
HydroCAD® 10.00-18 s/n 08877 © 2016 HydroCAD Software Solutions LLC Page 4
3
0
M
Pond 5P: Infil Basin 2
Hydrograph
0 10 20 30 40 50 60 70 80 90 100 110 120
Time (hours)
Inflow
i=l Discarded

SOILS REPORT (BY OTHERS)

LMG
LAND MANAGEMENT GROUP mc.
Environmental Consultants
February 5, 2016
Tim Clinkscales, PE
Paramounte Engineering, Inc.
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
Reference: Stormwater infiltration study for the proposed stormwater BMP areas for the
Ocean Isle Beach Publix, Ocean Isle Beach, NC.
Tim:
On Tuesday February 2.2016 Land Management Group, Inc. evaluated the
proposed stomiwater basin areas for 'ine OIB Publix site located in Ocean isle Beach, NC.
The purpose of the evaluation was, to describe the soil profile, quantify the depth to the
seasonal high water table (SHWT), quantify infiltration rates for the project engineer.
The site boundary is shown on the Google Earth aerial in Figure One. Three, pre -
selected locations for borings are shown in Figure Two. Soil boring four was added to
Figure 1

Figure 2
provide additional data within the footprint of the proposed storm water BMP.
Appendix A contains the soils map from NRCS. The soil profile descriptions in
Appendix B show all recorded depths from the existing surface. LMG was asked to
provide the infiltration rates for each boring location. The sites were evaluated at a depth
that is 24 inches above the SHWT, where feasible, which is the required separation by
NC DENR DWQ.
The results for the borings are shown in Appendix B. All profiles have
infiltration rates in excess of 0.52 in/hr. The official published description and physical
and chemical data for the Leon and Wando soil series are shown in Appendix C for
comparison.
The seasonal high water table is normally evident by observation of
redoximorphic features suggesting past conditions of saturation and reduction. There is
evidence of redoximorphic features at 10 to 46" in all borings. Table two shows
contemporary SHWT for each boring.
In summary, this site has areas that are proposed for stormwater basin placement.
These areas have soils with contemporary seasonal high water tables from 10 to 46" in all
borings from the soil surface as shown in Table Two. Please do not hesitate to contact
me if you have any questions with this report or if you wish for LMG to perform any
additional site specific studies in accordance with the NC DENR DWQ guidance memo.

If you have any questions about this report or need any additional information I may be
reached at 910-452-0001, 910-620-1137 or at cturner@IM o joup.net .
Sincerely,
h0'4�M- ?Liot��
G. Craig Turner
Vice President
Land Management Group, Inc
3805 Wrightsville Ave., Suite 15
Wilmington, NC 28403
910-452-0001: Office
910-452-0060: FAX
910-620-1137: Cell
cturner@ lmgroup.net
N.C. Licensed Soil Scientist, #1091
www.lmgroup.net �, [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

Appendix A
Test Area Map

Cut= Reww.e REI t;r.
C�
:.'-jA E-
Map Unit Legend
Ommmck Couft, Nwth CaWma (NC**
VAp Unit Symbol
map MIA Ham
Acres in ADD
Percent of AOt
Neer
WO
Naro;b I'le aw-d VC I Pe"Cer'.
4 opes
Totals for Area of InWmwt
117.81

Appendix B
Soil Profile Descriptions

Ocean Isle Beach Pubiix
VBLE:
ON:
DEPTH
COLOR
EWT/OWT
TEXTURE
STRUCTURE
CONSISTENCY
PLASTICITY
PERMEABILITY
(In/hr)
0-2
10 YR 312 3/1 8/1
loam sand
si le rained
friable
no lastic
25
2-13
10 YR 5/3
loamy sand
le rained
friable
non -plastic
4-6
Sal
BWl
13-19
10YR 5/3
loamy sand
le- rained
friable
non -plastic
1-1.5
Sal
BW2
19-24
10 YR 6/4 8/3 6/8
19/19
loamy sand
le- rained
friable
non -plastic
1-1.5
Sal
BW3
24-39
10 YR 7/3 6/8
loamy sand
si le- rained
friable
non -plastic
1-1.5
SB 1
CG
3452+
1 10 YR 6/1 7/1
loamy sand
single -grained
friable
nor -plastic
1-1.5
Boring terminated at 52" due
to skmqh
Physical Water. 19"
on 02-2-2016
SHWT:
19"
BORING #
HORIZON:
DEPTH
COLOR
EWT/OWT
TEXTURE
STRUCTURE
CONSISTENCY
PLASTICITY
SB 2
Al
0-10
10Y 3/2
loamy sand/sand loam
sin [e rained
friable
non -plastic
1-2
SB 2
BH1
10-26
10 YR 2/2
10/32
loamy sand
to
massive sin le- rained
friable
non -plastic
0.5-0.75
SB 2
BH2
26-41
10YR 412
loamy sand
massive to
single -grained
friable
non -plastic
0.5-0.75
SB 2
BH3
1 41414
1 10 YR 2/1
loamy sand
massive
friable
non -plastic
0.5-0.75
Boring terminated at 64"
Physical Water. >10" on 02-2-2016
SHWT: 10'
BORING #
HORIZON:
DEPTH
COLOR
EWT/OWT
TEXTURE
STRUCTURE
CONSISTENCY
PLASTICITY
SB 3
A
0-3
10 YR 411 8/1
loamy sand
slnaleralned
loose
non -plastic
1-2
SB 3
BA
3-7
10 YR 4/4
loamy sand
single -grained
loose
non -plastic
2-3
SB 3
BW
7-28
10YR 516 6/6
loamy sand
single -grained
loose
non -plastic
3-4
SB 3
BW2
28-42
10YR 712 6/8
loamy sand
single -grained
loose
non -plastic
3-4
SB 3
C
42-64
1-Apr
42/42
loamy sand
single -grained
loose
non -plastic
23-4
Bodna terminated at 64"
Physical Water. >42" on 02-2-2016
SHWT: >42"
N:
DEPTH
COLOR
EWT/OWT
TEXTURE
STRUCTURE
CONSISTENCY
PLASTICITY
05
10 YR 411 8/1
loam sand
single -grained
loose
non -plastic
1-2
5-10
10 YR 414
loam sand
sin le rained
loose
non lastic
2-3
LBodng
10-31
10YR 516 6/6
loam sand
sin le rained
loose
non -plastic
3-4
31-46
10YR 7/2 6/8
loam sand
single -grained
loose
non lastic
3-4
46-63
1-Apr
46146
loam sand
single -grained
loose
non -plastic
23-4
minatedat63"
iral Water. >46" on 02-2-2016
SHWT:>46"
TABLE THREE
BORING 0 LAT LON
1 33 5415.72 -78 2614.61
2 33 5418.25 -78 26 12.55
3 33 54 15.15 -78 26 10.43
4 33 54'14.84 -78 26 16.25

Appendix C
Published Description and Chemical and Physical Properties
Of the Leon and Wando Soil Series

LOCATION LEON FL+AL GA MD MS NC SC VA
Established Series
Rev. AGH, GWH, DL, JNS; GRB
03/2014
LEON SERIES
The Leon series consists of very deep, very poorly and poorly drained, moderately rapid
to moderately slowly permeable soils on upland flats, depressions, stream terraces and
tidal areas. They formed in sandy marine sediments of the Eastern Gulf Coast Flatwoods
(MLRA 152A), the Atlantic Coast Flatwoods (MLRA 153A) and to a lesser extent in the
Southern Coastal Plain (MLRA 133A) and the North-Central Florida Ridge (MLRA
138). Near the type location, the mean annual temperature is about 68 degrees F., and the
mean annual precipitation is about 65 inches. Slopes range from 0 to 5 percent.
TAXONOMIC CLASS: Sandy, siliceous, thermic Aeric Alaquods
TYPICAL PEDON: Leon sand, in a forested area (Colors are for moist soil).
A--O to 4 inches; 70 percent black (IOYR 2/1) and 30 percent light gray (IOYR 7/1) sand;
weak fine granular structure; very friable; many fine, medium, and large roots; many
clean sand grains give a salt -and -pepper appearance; very strongly acid; clear smooth
boundary. (2 to 9 inches thick)
Egl--4 to 10 inches; gray (IOYR 6/1) sand; common medium faint very dark gray (IOYR
3/1) streaks and splotches of organic matter accumulations deposited in former root
channels and krotovinas, ranging from about 20 percent in upper part to 0 percent in
lower part; single grain; loose; many fine, medium, and large roots; very strongly acid;
clear wavy boundary.
Eg2--10 to 15 inches; gray (1OYR 6/1) sand; 20 percent faint light gray (1OYR 7/1) oval
splotches of organic matter depletions; single grain; loose; few fine and medium roots;
very strongly acid; abrupt smooth boundary. (Combined thickness of the Eg horizons
range from 2 to 22 inches)
Bhl--15 to 18 inches; 50 percent dark brown (7.5YR 3/3) and 50 percent black (7.5YR
2.5/1) sand; weak medium and coarse subangular blocky structure; firm; common fine
and medium roots; many fine and medium pores; more than 95 percent of sand grains
have organic coatings; extremely acid; clear smooth boundary.
Bh2--18 to 22 inches; dark brown (7.5YR 3/4) sand; weak medium and coarse
subangular blocky structure; firm; few fine and medium roots; common fine and medium
pores; more than 95 percent of sand grains have organic coatings; extremely acid; clear
wavy boundary. (Combined thickness of the Bh horizons ranges from 4 to 50 inches)
Bw and Bh--22 to 25 inches; 80 percent (Bw) dark yellowish brown (10YR 4/4) and 20
percent (Bh) dark brown (1 OYR 3/3) sand; very weak medium and coarse subangular
blocky structure; very friable; common fine and medium pores; very strongly acid; clear
wavy boundary. (0 to 15 inches thick)

Eg and Bh--25 to 30 inches; 95 percent (Eg) weak red (2.5YR 5/2) and 5 percent (Bh)
dark brown (7.5YR 3/3) sand; single grain; loose; common fine and medium pores; very
strongly acid; diffuse irregular boundary. (0 to 10 inches thick)
E'g--30 to 42 inches; pinkish gray (7.5YR 7/2) sand; single grain; loose; very strongly
acid; clear wavy boundary. (0 to 36 inches thick)
B'h--42 to 77 inches; 50 percent very dark brown (10YR 2/2) and 50 percent dark
yellowish brown (1 OYR 3/4) sand; weak medium and coarse subangular blocky structure;
friable; common fine and medium pores; very strongly acid; clear wavy boundary. (0 to
50 inches thick)
B'w and B'h--77 to 108 inches; 60 percent (Bw) brown (I OYR 4/3), 40 percent Bh of
very dark brown (1 OYR 2/2) and very dark grayish brown (1 OYR 3/2) sand; very weak
medium and coarse subangular blocky structure; very friable; common fine and medium
pores; very strongly acid.
TYPE LOCATION: Bay County, Florida. USGS Panama City Beach topographic
quadrangle. Approximately 1.2 miles north of U.S. Highway 98, about 2.7 miles south of
West Bay in Panama City Beach, Florida. SW 1/4, Sec. 20; T. 3 S., R. 15 W. 30 degrees
12.0 minutes 19.9 seconds N.; 85 degrees 46.0 minutes 20.4 seconds W.
RANGE IN CHARACTERISTICS: The Bh horizon is within 30 inches of the soil
surface. Reaction ranges from extremely acid to slightly acid throughout. In tidal areas,
the soil reaction ranges from very strongly acid to moderately alkaline throughout.
The A or Ap horizon has hue of 7.5YR or 1 OYR, value of 2 to 4, and chroma of 1 or 2; or
is neutral with value of 2 to 4. When dry, this horizon has a salt -and -pepper appearance
due to mixing of organic matter and sand grains. A thin O horizon of muck is present in
some pedons. Texture is sand, fine sand, mucky fine sand, or mucky sand.
The E horizon, where present, has hue of 7.5YR to 2.5Y, value of 4 to 8, and chroma of 3
to 4; or is neutral with value of 5 to 8. Streaks and splotches of organically enriched
material in shades of black to gray range from common to many. Texture is sand or fine
sand.
The Eg or E'g horizons, where present, have hue of 7.5YR to 2.5Y, value of 4 to 8, and
chrorna of 1 to 3. Redoximorphic features of oval faint splotches (depletions) range from
none to many. Streaks and masses of organic matter accumulation (Bh material) in shades
of black to brown range from none to common. Texture is sand or fine sand.
A transitional horizon may be present between the lower E horizon and the Bhl horizon.
Where present, it has hue of 1 OYR or 2.5Y, value of 2 to 5, and chroma of 1 to 4.
Thickness ranges from 0.5 to 7.0 inches. Texture is sand or fine sand.
The Bh horizon has hue of 5YR to 1 OYR, value of 2 to 6, and chroma of 1 to 4; or is
neutral with value of 2 to 4. This horizon burns white on ignition. Texture is sand, fine
sand, loamy sand or loamy fine sand.
The Bw horizon, where present, has hue of 5YR to 1 OYR, value of 2 to 6, and chroma of
1 to 4; or is neutral with value of 1 to 5. Streaks and masses of organic matter

accumulation (Bh material) in shades of black to brown range from none to common.
Texture is sand or fine sand.
B'h, B"h. B"'h horizons, where present, have similar colors and textures as the Bh horizon
but occurs below the BE, E', E" and E"' horizons.
The C horizon, where present, has hue of 7.5YR to 2.5Y, value of 4 to 8, and chroma of 1
to 6. Texture is sand or fine sand.
COMPETING SERIES: The Tal uin and Witherbee series are the only known series in
the same family. They are on similar to slightly higher positions. In addition, Talquin
soils have a spodic horizon less than 6 inches in thickness and the somewhat poorly
drained Witherbee soils have less than 0.06 organic carbon in the upper 12 inches of the
spodic horizon.
GEOGRAPHIC SETTING: Leon soils are on upland flats, depressions, stream terraces
and tidal marshes of the lower Atlantic and Gulf Coastal Plain. They formed in thick beds
of acid sandy marine sediments. The climate is humid subtropical. Slopes range from 0 to
5 percent. The average annual temperature ranges from 66 to 70 degrees F ., and the
average annual precipitation ranges from 61 to 69 inches at the sample location.
GEOGRAPHICALLY ASSOCIATED SOILS: These include the Allanton, Chaires,
Chipley, Croatan, Dorovan, Foxworth, Hurricane, Kershaw, Kureb, Lakeland,
Haven, Mandarin, Mascotte. Olustec, Orte a, Osier, Pactolus, Pamlico, Panteao, Pickney,
Plummer, Portsmouth, Pottsbura, Resota, Ridgeland, Ridgewood, Rutlege, Sapelo,
Scranton, Surrencv and Wesconnett series. Allanton, Hurricane and Pottsburg soils have
a spodic horizon at depths greater than 50 inches. In addition, Allanton soils are on lower
positions and have umbric epipedons, Hurricane soils are somewhat poorly drained and
on higher positions and Pottsburg soils are somewhat poorly to poorly drained and on
similar to slightly higher positions. Chaires, Mascotte, Olustee and Sapelo soils are on
similar positions but are underlain by argillic horizons under the Bh horizon. Chipley,
Foxworth, Kershaw, Lakeland, Ortega and Ridgewood soils are on higher positions and
lack spodic horizons. In addition, Chipley and Ridgewood soils are somewhat poorly
drained, Foxworth soils are moderately well drained to excessively drained, Kershaw,
Kureb and Lakeland soils are excessively drained and Ortega soils are moderately well
drained. The very poorly drained Croatan, Dorovan and Pamlico soils are on lower
positions and are organic. Lynn Haven soils are on similar positions but have an umbric
epipedon. The somewhat poorly drained Mandarin soils are on higher positions. Osier.
soils are on flood plains and lack spodic horizons. The somewhat poorly to moderately
well drained Pactolus soils are on higher positions and lack spodic horizons. The very
poorly drained Pantego, Pickney, Portsmouth, Rutlege and Surrency soils are on lower
positions and lack spodic horizons. In addition, Pantego, Pickney, Rutlege and Surrency
soils have umbric epipedons. Plummer soils are on similar to lower positions and are
grossarenic. Ridgeland and Wesconnett soils and lack E horizons between the A and Bh
horizons. In addition, Ridgeland soils are on slightly higher positions and are somewhat
poorly drained while Wesconnett soils are in lower depressional areas and are very
poorly drained. The moderately well drained Resota soils are in higher positions and have
weakly expressed spodic horizons. The poorly drained Scranton soils are on similar to
slighter higher positions and lack spodic horizons.

DRAINAGE AND PERMEABILITY: Poorly drained and very poorly drained;
moderate to moderately rapid permeability in the A and E horizons, moderate to
moderately slow permeability in the Bh horizons, and rapidly permeable in the other
layers.
USE AND VEGETATION: Most areas of Leon soils are used for forestry, rangeland
and pasture. Areas with adequate water control are used for cropland and vegetables. The
natural vegetation consists of longleaf pine, slash pine, water oak, myrtle, with a thick
undergrowth of sawpalmetto, running oak, fetterbush and other lyionia, inkberry
(gallberry), wax myrtle, goldenrod, ligustrina, dog fennel, chalky bluestem, lowbush
blueberry, creeping bluestem and pineland threeawn (wiregrass). In depressions, the
vegetation is dominated by brackenfern, smooth sumac and swamp cyrilla are common.
Vegetation in the tidal marshes includes bushy seaoxeye, marshhay cordgrass, seashore
saltgrass, batis, and smooth cordgrass.
DISTRIBUTION AND EXTENT: The Atlantic and Gulf Coastal Plain from
Mississippi, Alabama, Florida, Georgia, South Carolina, North Carolina, Virginia and
Maryland. The series is of large extent.
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Auburn,
Alabama.
SERIES ESTABLISHED: Leon County, Florida; 1905.
REMARKS: Diagnostic horizons and features recognized in this pedon:
Ochric epipedon - the zone from 0 to 15 inches (A, E and Eg horizons).
Albic horizons - the zones from 4 to 15 inches (E and Eg horizons) and from 30 to 42
inches (E'g horizon).
Spodic horizon within 30 inches - the zones from 15 to 22 inches (Bhl and Bh2 horizons)
and from 42 inches to 77 inches (B'h horizon).
Aquic conditions - endosaturation throughout.
The water table is at depths of 6 to 18 inches for 1 to 4 months during most years. In low
flats or sloughs it is at a depth of 0 to 6 for periods of more than 3 weeks during most
years. It is between depths of 18 and 36 inches for 2 to 10 months during most years. It is
below 60 inches during the dry periods of most years. Depressional areas are covered
with standing water for periods of 6 months or more in most years.
Leon soils are in MLRAs 133A, 138, 152A and 153A.
ADDITIONAL DATA: IFAS Soil Characterization Data: S2-1-(1-9), S2-2-(1-8), S3-3-
(1-5), S4-8-(1-9), S10-12-(1-7) S12-17-(1-7), S16-9-(1-7), S19-6-(1-5), S33-24-(1-7),
S37-28-(1-8), S45-27-(1-7), S46-2-(1-6), S57-46-(1-6), S66-24-(1-8); samples by IFAS,
University of Florida, Gainesville, FL.
NSSL Soil Characterization Data: S08FL-005-1 (1-10); sample by NSSL, Lincoln, NE.

Soil Name Slope Airtemp FrFr/Seas Precip Elevation
LEON 0-5% 65-70F 230-310 60-69 in 8-135 ft
F1oodL F1oodH Water table Kind Months Bedrock
F10051 NONE 0.5-1.5 APPARENT MAR-SEP 60-60
FL0093 NONE 0 - 0.5 APPARENT FEB-SEP 60-60
FL0406 RARE COMMON 0 - 1.0 APPARENT TvLA,R-SEP 60-60
FL0501 NONE - APPARENT - 60-60
FL0508 FREQ 0 - 0.5 APPARENT JAN-DEC 60-60
Depth Texture 3-Inch No-10 Clay% -CEC-
FL0051 0- 3 S FS 0- 0 100-100 1- 5 2 - 12
FL0051 3-15 S FS 0- 0.100-100 0- 3 .3- 1
FL0051 15-30 S FS LS 0- 0 100-100 2- 8 8 - 30
FL0051 30-66 S FS 0- 0 100-100 1- 4.5- 3
FL0051 66-80 0- 0 100-100 2- 8 8 - 30
FL0093 0- 4 MK-S MK-FS 0- 0 100-100 1- 6 12 - 30
FL0093 0- 4 S FS 0- 0 100-100 1- 5 2 - 12
FL0093 4-16 S FS u""- 0 i00-1000- 3 .3- 1
FL0093 16-25 S FS LS 0- 0 100-100 2- 8 8 - 30
FL0093 25-80 S FS 0- 0 100-1001- 4.5- 3
FL0406 0- 3 FS S 0- 0 100-1001- 5 2 - 12
FL0406 0- 3 MK-FS MK-S 0- 0 100-100 1- 6 12 - 30
FL0406 3-15 FS S 0- 0 100-100 0- 3 .3-1
FL0406 15-23 FS S LS 0- 0 100-100 2- 8 8 - 30
FL0406 23-80 FS S 0- 0 100-100 1- 4.5-3
Depth Texture 3-Inch No-10 Clay% CEC
FL0501 0- 3 MUCK 0- 0 90-200 --- ---
FL0501 3-17 S FS 0- 0 100-100 0- 3 .3- 2
FL0501 17-80 S FS LFS 0- 0 100-100 2- 8 8.0- 30
FL0508 0-26 S FS 0- 0 100-1001- 3 1.0- 12
FL0508 26-40 S FS 0- 0 100-100 2- 8 12 - 30
FL0508 40-80 S FS 0- 0 100-100 2-10 .5- 3
SOI-5 Depth pH O.M. Salin Permeab Shnk-Swll
FL0051 0- 3 3.6- 6.5 0.5-4.0 0- 2 6.0-20 LOW
FL0051 3-15 3.6- 6.5 0.0-0.5 0- 2 6.0-20 LOW
FL0051 15-30 3.6- 6.5 2.0-4.0 0- 2 0.6- 6.0 LOW
FL0051 30-66 3.6- 6.5 0.0-0.5 0- 2 2.0-20 LOW
FL0051 66-80 3.6- 6.5 1.0-3.0 0- 2 0.2- 2.0 LOW
FL0093 0- 4 3.6- 6.5 10-20 0- 2 6.0- 20 LOW
FL0093 0- 4 3.6- 6.5 2.-5.0- 2 6.0- 20 LOW
FL0093 4-16 3.6- 6.5 0.-.5 0- 2 6.0- 20 LOW
FL0093 16-25 3.6- 6.5 1.-4. 0- 2 0.6- 6.0 LOW
FL0093 25-80 3.6- 6.5 0.-.5 0- 2 2.0- 20 LOW

FL0406 0- 3 3.6- 5.5 0.5-4.0- 2 6.0- 20 LOW
FL0406 0- 3 3.6- 5.5 10-20 0- 2 6.0- 20 LOW
FL0406 3-15 3.6- 5.5 0.- .5 0- 2 6.0- 20 LOW
FL0406 15-23 3.6- 5.5 IA. 0- 2 0.6- 6.0 LOW
FL0406 23-80 3.6- 5.5 0.- .5 0- 2 0.6- 20 LOW
FL0501 0- 3 3.6- 5.5 20-80 0- 2 6.0- 20 LOW
FL0501 3-17 3.6- 5.5 0.-.5 0- 2 6.0- 20 LOW
FL0501 17-80 3.6- 5.5 1.-4. 0- 2 0.6- 6.0 LOW
FL0508 0-26 4.5- 8.4 L-3. 8-16 2.0- 6.0 LOW
FL0508 26-40 4.5- 8.4 1.-4. 8-16 0.6- 6.0 LOW
FL0508 40-80 4.5- 8.4 0.-.5 2- 8 0.6- 6.0 LOW
National Cooperative Soil Survey
U.S.A.

LOCATION WANDO NC
Established Series
Rev. RAG
05/2004
WANDO SERIES
MLRA(s): 133A, 153A, 153B
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh, North
Carolina
Depth Class: Very deep
Drainage Class: Well drained
Permeability: Rapid
Surface Runoff Slow
Parent Material: Sandy marine sediments
Slope: 0 to 8 percent
Mean Annual Air Temperature (type location): 63 degrees F.
Mean Annual Precipitation (type location): 55 inches
TAXONOMIC CLASS: Thermic, coated Typic Quartzipsamments
TYPICAL PEDON: Wando fine sand. (Colors are for moist soil unless otherwise
stated.)
A--O to 8 inches; brown (i OYR 4/3) fine sand; single grained; loose; many fine and
common medium roots; many uncoated sand grains giving a "salt and pepper"
appearance; strongly acid; clear smooth boundary. (0 to 10 inches thick)
C1--8 to 35 inches; strong brown (7.5YR 5/8) fine sand; single grained; loose; common
fine and medium roots; moderately acid; gradual wavy boundary.
C2--35 to 55 inches; strong brown (7.5YR 5/6) fine sand; single grained; loose; few fine
and medium roots; moderately acid; gradual wavy boundary.
C3--55 to 75 inches; strong brown (7.5YR 5/6) fine sand with thin strata of coarse sand;
single grained; loose; few medium weakly cemented light red (2.5YR 6/6) concretions;
moderately acid; gradual wavy boundary.
C4--75 to 99 inches; yellow (10YR 7/6) fine sand; single grained; loose; strongly acid.
(Combined thickness of the C horizon is 60 to 100 inches.)
TYPE LOCATION: Brunswick County, North Carolina, on Bowen Point; 0.3 mile west
of the intersection of State Road 1137 and 1138, 50 feet north of State Road 1138.
RANGE IN CHARACTERISTICS:
Horizon Thickness: Thickness of the sandy horizons is more than 72 inches
Depth to Bedrock: Greater than 60 inches
Depth to Seasonal High Water Table: 48 to 72 inches, January to March
Soil Reaction: strongly acid to neutral in the A horizon and very strongly acid to neutral
in the C horizons. The particle -size control section contains 5 to 20 percent silt plus clay

A horizon:
Color --has hue of 5YR to IOYR, value of 3 to 5, and chroma of 2 to 4. Where value is
less than 3 it is less than 6 inches thick.
Texture --loamy fine sand or fine sand
E horizon (if they occur):
Color --hue of 5YR to 1 OYR, value of 4 to 6, and chroma of 2 to 4
Texture --loamy fine sand or sand
Bw horizon (if they occur):
Color --hue of 5YR to 1 OYR, value of 4 to 7,and chroma of 4 to 8
Texture --loamy fine sand or fine sand
C horizon:
Color(upper part) --hue of 5YR to 1 OYR, value of 4 to 8, and chroma of 3 to 8
Color(lower part) --hue of 5YR to 2.5Y, value of 6 to 8 and chroma of 3 to 8
Texture --loamy fine sand, fine sand or sand
Redoximorphic Features (if they occur) --iron masses and concretions in shades of yellow,
brown, or red and iron depletions in shades of gray, olive, and brown. Depletions occur
40 to 60 inches below surface
COMPETING SERIES:
Alaga soils --have a minimum of 10 percent silt plus clay in the control section and do not
allow 5YR values in the profile.
Bigbee soils --have 5 to 10 percent silt plus clay in the control section
Cainhoy soils --soils have E horizons that are underlain below 80 inches by a Bh horizon
Darden soils --soils are dry in some part of the moisture control section for 75 to 90
cumulative days in most years
Foxworth soils-- have 5 to 10 percent silt plus clay in the control section
Glentosh soils --soils are dry in some part of the moisture control section for no more than
90 cumulative days
Lakeland soils --have 5 to 10 percent silt plus clay in the control section
McNeely soils --are excessively drained
Tonkawa soils -are dry in some part of the moisture control section for 125 to 150
cumulative days in most years
Turkey soils --are somewhat excessively drained
GEOGRAPHIC SETTING:
Landscape: Coastal Plain
Landform: Terraces
Elevation: 7 to 25 feet above mean sea level
Parent Material: Sandy marine sediments
Mean Annual Air Temperature: 60 to 70 degrees
Mean Annual Precipitation: 45 to 60 inches
Frost Free Period: 210 to 270 days
GEOGRAPHICALLY ASSOCIATED SOILS:
Baratari soils --poorly drained soils (seasonal high water table 0 to 12 inches) with Bh
horizons on flats and in depressions
Charleston soils --moderately well drained soils (seasonal high water table 24 to 42
inches) in coarse -loamy family on lower landscapes

Conetoe soils --Well drained soils (seasonal high water table below 72 inches) in loamy
family on similar landscapes
Eddings soils --well drained soils (seasonal high water table 42 to 54 inches) in loamy
family on similar landscapes
Edisto soils --somewhat poorly drained soils (seasonal high water table 12 to 36 inches) in
coarse -loamy family on lower landscapes
Frinn soils --excessively drained soils (seasonal high water table below 72 inches) that
have less than 5 percent silt plus clay to more than 80 inches
Kiawah soils --somewhat poorly drained soils (seasonal high water table 12 to 24 inches)
with weakly developed argillic horizons on lower landscapes
Murad soils --moderately well to somewhat poorly drained soils (seasonal high water
table 18 to 36 inches) in loamy family on lower landscapes
Polawana soils --very poorly drained soils (seasonal high water table near or above
surface for 6 months during most years) having cumulic epipedon on flats and in
depressions
Ridgeland soils --somewhat poorly drained soils (seasonal high water table 18 to 30
inches) with Bh on horizons and occur on lower landscapes.
Seabrook
Seewee soils --somewhat poorly drained soils (seasonal high water table 12 to 24 inches)
that have Bh horizons an occur on slightly lower landscapes
Wahee soils --somewhat poorly drained soils (seasonal high water table 12 to 18 inches)
in fine family on lower landscapes
DRAINAGE AND PERMEABILITY:
Agricultural Drainage Class: Well drained
Permeability: Rapid
USE AND VEGETATION:
Major Uses: Mostly Woodland
Dominant Vegetation: Where wooded--loblolly pine, longleaf pine, liveoak, sweetgum,
southern red oak, sumard oak, post oak, blackjack oak, and white oak. Common
understory plants are red maple, turkey oak, bluejack oak, American holly, yaupon holly,
sassafras, redbay, blueberry, waxmyrtle, American beautyberry, threeawn grass, and
flowering dogwood. Where cultivated -corn and soybeans with some acreage of
watermelon, snapbeans, cucumbers, tomatoes, and oats
DISTRIBUTION AND EXTENT:
Distribution: Lower marine terraces in South Carolina, North Carolina, Virginia, and
possibly Georgia and Florida
Extent: Moderate
MLRA SOIL SURVEY REGIONAL OFFICE (MO) RESPONSIBLE: Raleigh,
North Carolina
SERIES ESTABLISHED: Charleston County, South Carolina; 1971.
REMARKS: Laboratory data indicate that Wando soils contain more available
phosphorus and calcium than somewhat similar soils on higher marine terraces.
Diagnostic horizons recognized in this pedon are:

Ochric epipedon - The zone from 0 to 8 inches (A horizon).
ADDITIONAL DATA:
TABULAR SERIES DATA:
SOI-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
NCO164 WANDO 0-8 60-70 210-270 45-60 7-25
SOI-5 F1oodL FloodH Watertable Kind Months Bedrock
NCO164 NONE 4.0-6.0 APPARENT JAN-MAR 60-60
SOI-5 Depth Texture 3-Inch No-10 Clay% -CEC-
NC0164 0-8 LFS FS 0-0 95-100 2-15 2-10
NCO164 8-99 S FS 0-0 98-100 1-10 0-5
SOI-5 Depth -pH- O.M. Salin Permeab Shnk-Swll
NCO164 0-8 5.6-7.3 .5-1. 0-0 6.0-20 LOW
NCO164 8-99 5.6-7.3 0.-.5 0-0 6.0-20 LOW
National Cooperative Soil Survey
U.S.A.

L M G
LAND MANAGEMENT GROUP mr,.
Environmental Consultants
November 18, 2016
Tim Clinkscales, PE
Paramounte Engineering, Inc.
5911 Oleander Drive, Suite 201
Wilmington, NC 28403
Reference: Stormwater infiltration study addendum for the proposed stormwater BMP
areas for the Ocean Isle Beach Publix, Ocean Isle Beach, NC.
Tim:
On Tuesday November 15.2016 Land Management Group, Inc. evaluated four
additional 'locations for proposed stormwater basin areas for the OIB Publix site located
in Ocean isle Beach, NC. This letter serves as an addendum to the original report issued
February 5, 2016. The purpose of the evaluation was, to describe the soil profile,
quantify the depth to the seasonal high water table (SHWT), quantify infiltration rates for
the project engineer. The site boundary is shown on the Google Earth aerial in Figure
One. Four locations for borings are shown in Figure Two.
Figure 1

Figure 2
The soil profile descriptions in Appendix B show all recorded depths from the
existing surface. LMG was asked to provide the infiltration rates for each boring
location. The sites were evaluated at a depth that is 24 inches above the SHWT, where
feasible, which is the required separation by NC DENR DWQ.
The results for the borings are shown in Appendix B. All profiles have
infiltration rates in excess of 0.52 in/hr. The official published description and physical
and chemical data for the Leon and Wando soil series were shown in the earlier report.
The seasonal high water table is normally evident by observation of
redoximorphic features suggesting past conditions of saturation and reduction. There is
evidence of redoximorphic features at 42 to >63" in all borings. Table two shows
contemporary SHWT for each boring.
In summary, this site has areas that are proposed for stormwater basin placement.
These areas have soils with contemporary seasonal high water tables from 42 to >63" in
all borings from the soil surface as shown in Table Two. Please do not hesitate to

contact me if you have any questions with this report or if you wish for LMG to perform
any additional site specific studies in accordance with the NC DENR DWQ guidance
memo. If you have any questions about this report or need any additional information I
may be reached at 910-452-0001, 910-620-1137 or at [e-mail] .
Sincerely,
h. 0-.44. ?Lz't'�
G. Craig Turner
Vice President
Land Management Group, Inc
3805 Wrightsville Ave., Suite 15
Wilmington, NC 28403
910-452-0001: Office
9i0452-0060: FAX
910-620-1137: Cell
cturner@ lmgroup.net
N.C. Licensed Soil Scientist, #1091
www.lmgroup.net • [e-mail]. • Phone: [phone] • Fag: 910.452.0060
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403

Appendix A
Test Area Map

3=0 307
K zm ae 30r.
A- Wow
Map Unit Legend
ftwwm* County, IWM Carols (MCOID)
Map Unit Symbol
mvu"mmw
Aries to AW
Percent of AN
U
Lem Ire sar-1
7!
0.
Wale,7
Z.e
111,09l') lie wrl Wc -1 pe,:ect
S aped
4-'.' ,
Totals for Area of Interest
117 El
100.0%1

Appendix B
Soil Profile Descriptions

TABLE TWO:
Ocean Isle Beach Publix
BORING #
HORIZON:
DEPTH
COLOR
EWT/OWT
TEXTURE
STRUCTURE
CONSISTENCY
PLASTICITY
PERMEABILITY
(inlhr)
SB 1
A
05
10 YR 4/1 8/1
loamy sand
single -grained
loose
non -plastic
1-2
SB 1
BA
5-10
10 YR 4/4
loamy sand
single -grained
loose
non -plastic
2-3
SB 1
BW
10-31
10YR 5/6 6/6
loamy sand
sin le- rained
loose
non -plastic
4-6
SB 1
BW2
3151
10YR 712 6/8
loam sand
single -grained
loose
non -plastic
3-4
SB 1
C
5153
10YR 513
>63 -63
loamy sand
single -grained
loose
non -plastic
2-4
SB 1
Boring terminated
at 63"
Physical Water: >63" on 11-17-2016
SHWT: >63"
BORING #
HORIZON:
DEPTH
COLOR
EWT/OWT
TEXTURE
STRUCTURE
CONSISTENCY
PLASTICITY
SB 2
A
05
10 YR 4/1 8/1
loamy sand
single -grained
loose
non -plastic
1-2
SB 2
BA
5-10
10 YR 4/4
loamy sand
sin le- rained
loose
non -plastic
23
SB 2
BW
10-31
10YR 5/6 6/6
loamy sand
single -grained
loose
non -plastic
4-6
SB 2
BW2
31-51
10YR 7/2 6/8
loamy sand
sin le- ralned
loose
non -plastic
3-4
SB 2
C
51-63
I 10YR 513
51/>63
loamy sand
sin le- ralned
I loose
non -plastic
2-4
Boring terminated at 63"
Physical Water: >63" on 11-17-2016
SHWT: >63"
BORING #
HORIZON:
DEPTH
COLOR
EWT/OWT
TEXTURE
STRUCTURE
CONSISTENCY
PLASTICITY
SB 3
A
05
10 YR 4/1 8/1
loamy sand
sin le- rained
loose
1-2
SB 3
BA
5-10
10 YR 4/4
loamy sand
sir le- ralned
--non-plastic
loose
non- lastic
2-3
SB 3
BW
10-26
10YR 5/6 6/6
loamy sand
sln le- rained I
loose
non -plastic
4-6
SB 3
BW2
26-34
10YR 7/2, 6/8
loamy sand
single -grained
loose
non -plastic
3-4
SB 3
BH 34-42
10YR 4/2
loamy sand
sin I rained
loose
non -plastic
3-4
SB 3
C 42-63
10YR 5/3
421>63
loamy sand
single -grained
loose
non- lastic
2-4
Boring terminated at 63"
Physical Water: >63" nn 11-17-?016
SHWT: >63"
HORIZON: DEPTH COLOR
BORING #
EWT/OWT
TEXTURE
STRUCTURE
CONSISTENCY
PLASTICITY
SB 4
A
05
10 YR 4/1 811
bamy sand
single -grained
loose
non -plastic
1-2
SB 4
BA
5-10
10 YR 4/4
loamy sand
single -grained
loose
non -plastic
23
SB 4
BW
10-31
10YR 5/6, 6/6
loamy sand
single -grained
loose
non -plastic
3-4
SB 4
BW2
31-46
10YR 7/2 6/8
loamy sand
single7grained
loose
non -plastic
3-4
SB 4
C
46-63
10YR 5/3
46146
loamy sand
sln le rained
loose
non -plastic
3.4
Boring terminated
at 63"
Physical Water. >46" on 11-17-2016
SHWT: >46"

PARAMOUNTE
E N G I M E E F2 1 N G, 1 " C.
1 2 2 C I N E M A D R I V E
W I L M I N G T O N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L E T T E R O F T R A N S 'M i T T A I.
To:
NCDEQ
Date
112.15.16
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re:
Ocean Isle Beach Market Place
Express SW8 161204
Attn:
Linda Lewis, El
Pro'ectNo.
I 14414.PE
e are sendtn : ® Originals
he following items:1 ® Correspondence
® Prints ❑ Shop Drawings ® Calculations
® Plans ❑ Specifications ❑ Other as listed below
Quantity
Date
Dwg. No.
Description
2
C-4.0, C-6.2
24"x 36" Revised Design Documents
1
Revised Application Page 3
1
Revised Supplements (IB1 and 1132)
1
Revised Portion of Stormwater Narrative & Calcs
1
Response Letter
Issue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
ction Taken. ❑ No Exceptions Taken ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
EC E IVE
JCC 15 2016
C-4.0 — Revised note to remove reference from a different project.
'
Narrative — revised proposed improvements to remove reference to a different project.
Cc. Signed:
Daniel J. Fisk, PE

PARAMOUNTE
E N C. 1 N E E R 1 N C3. 1 N C.
December 15, 2016
Linda Lewis, E.I. — Environmental Engineer III
NCDEQ — Energy, Mineral and Land Resources
127 Cardinal Drive Extension
Wilmington, NC 28405
RE: 14414.PE Ocean Isle Beach Market Place
Town of Ocean Isle Beach, Brunswick County
Stormwater Project No. SW8 161204
Dear Ms. Lewis:
On behalf of Halpern Enterprises, Inc., we are submitting a response to your comments emailed on December 14,
2016. Please find your comments listed below with our response provided in bold.
1. It appears that you have lumped the Outparcel BUA in with the Buildings BUA on the application. Since
there is other onsite development that is apart from the OP's, it would be clearer if the OP BUA total was
listed separately on the application as "Other' BUA, and the on -site Buildings total was reduced to
57,225 sf. You can make these changes to page 3 of the application and email that page to me.
• As requested, the outparcel BUA has been removed from the Building/Lots column of
the application and added to the Other on -site column.
2. Please add a sidewalk detail and a street detail to the detail sheet and submit 2 copies. Please include
the right-of-way width, the paved width, any curbing, and any sidewalks.
• Sidewalk and road cross sections have been added to the detail sheet.
3. The supplement form for Infiltration Basin #1 (the secondary BMP) indicates that the storage volume
provided in that basin is 154,341 cubic feet. Based on the bottom surface area and storage surface area,
the average end area method suggests that the volume physically provided in that basin is around
21,000 cubic feet. This basin (as a secondary BMP) may be able to treat the 154,341 cubic feet
discharged from the pond via the orifice, but the supplement is asking for the actual provided storage
volume in the basin, not the volume it can treat.
• The supplement has been revised to reference the provided volume in the infiltration
basin.
4. When the secondary BMP is an infiltration system, the infiltration rate does not need to be cut in half for
design. That only applies when you are designing an infiltration basin to meet one of the four options to
eliminate the bypass and/or the vegetated filter. At the full hydraulic conductivity of 3.5 inches per hour,
the infiltration flowrate achieved through the bottom of the basin (9435 sf) is 0.764 cfs, which is in excess
of the average flowrate delivered to the infiltration basin from the wet pond's 5" orifice of 0.574 cfs.
• Noted.
5. Please provide the HydroCAD routing calculations and the Summary Report of the areas, elevations and
storage volumes for the secondary BMP infiltration basin #1.
• HydroCAD routing calculations for the infiltration Basin have been added.
ECEI E
DEC 15 2016
-9.
1 2 2 C I N E M A D R I V E, W 1 L M I N G T D N, NO 2 8 4 O 3
P H: (9 1 01 7 9 1 - 6 7 0 7 F A X: (9 1 C) 7 9 1 - 6 7 6 D

6. As requested at the submittal meeting, please submit a copy of the purchase agreement between DWE
Timber LLC and Halpern Enterprises, Inc. If the property has already changed hands, please submit a
copy of that recorded deed.
• The purchase agreement will be provided under separate cover by Halpern Enterprises,
Inc.
7. Please note that I have added a notation to the supplement form for IB #2 to indicate that Option #4 in
the BMP Manual is being employed to waive the offline bypass requirement.
• Noted, I have added this note to the revised supplement.
B. The calculations for IB #2 indicate that the available storage volume at elevation 24 is 16,985 cubic feet,
but there is a spillway at elevation 23.25. It is not possible to claim any volume above elevation 23.25.
• The stage storage shown in both the calculations and HydroCAD included the surface
areas up to elevation 24.00. However, the calculated volume provided, and the listed
volume provided on the supplement were calculated at the spillway elevation of 23.25.
The Initial HydroCAD routing calculations infiltrated the 10-year storm at half the
infiltration rate with a max water surface elevation (wsel) of 23.12. Therefore, please note
that the volume above the spillway elevation of 23.25 was never claimed or used.
9. Please check the use of 0.44 cfs as the exfiltration flowrate for IB #2. At 2 inches per hour, the flowrate
through the bottom of the basin (3140 sf) would be 0.145 cfs. If you used the average surface area
between 21 and 23.12 (4654 so, the flowrate is 0.216 cfs. Conservative design would call for using the
bottom surface area only, but you are free to provide justification for using a larger infiltration area.
It is standard engineering practice when routing a storm through an infiltration
basin/device to use Darcy's Law to calculate the exfiltration flowrate instead of the
simplified calculation you have provided. I disagree with the statement that the bottom
surface area should be the only area used to calculate infiltration as when a basin stages
up the sidewalls will also contribute to the infiltrating surface area. Furthermore, with a
factor of safety of 2 already being applied to the measured rate, I believe this accounts
for a conservative design. However, in the interest of obtaining the permit in a timelier
manner, and since it only raises the emergency spillway 0.05', 1 have revised the
HydroCAD calculations to only include the infiltration surface area at the bottom of the
basin. For this to work properly in HydroCAD, the range has to be inclusive of the
bottom elevation, therefore, note that for 1131 the range is 20.49-20.51 and for IB2 the
range is 20.99-21.01. Please note that the stage storage shows surface areas up to
elevation 24.0, however, the volume provided is both calculated and shown on the
revised supplement as equal to the volume at elevation 23.0. Also, the max wsel for the
10-year storm routing iQ shown to be 33.28' which i€ below the emergency spillway
elevation of 23.30.
Thank you for your attention to this matter.
Sincerely,
Daniel J. Fisk, PE
Paramounte Engineering, Inc.
1 2 2 C I N E M A D R I V E, W 1 L M 1 N G T D N, NO 2 8 4 D 3
P H( 9 1 0) 7 9 1 - 8 7 0 7 F A X: (9 1 O) 79 1 - 6 7 6 G

C201423300549
State of North Carolina
Depw"ent of the Secretary of State
Limited Liability Company
ARTICLES OF ORGAN17ATION
SOSID: 1397086
Date Filed: 8/22/2014 8:35:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C2014 233 00549
Pursuant to 657D-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit these
Articles of Organization for the purpose of forming a limited liability company.
L The name of the limited liability company is:. M Timber."
(See item ]of the Wftcftm for wmpriete endly d am)
2 .? The name and address of each person executing these snicles of organization is as follows: (State whether
each person is executingthese articles oforganization in the capacity ofa member, organizer or both.
Note; This decnmeat must be awed by A petnom Bated.)
Wtimingoan; NC; PM
3. The name of the initw,registered agent is: Naadv UCXA Strickland
4. The and.county of the'initial r*stared agw ofte of the limited liability company is:
Number and Street _ 2618 New Village Way
City Wilmin¢tan � State:.HQ Zip Code: 2840L County: NeW Hanover
5. The mail adddress. if different fmrn the street addrem, ; of the initial registered agent office is:
Number and Street
City State. NQ Zip.Co&: County:
6. Principal office information: (Select either a or b.)
A. ` The limited liability company has a principal office.
Tho principal office telalkone numbs; 910-25I 78_"
The street address and county of the principal office of the limited liability company is:
Number and Street: _2618 Now Vill= Wji
City: _Wilmim State: NC Zip Code: 28405 County: yew g
CORPORATIONS DIVISION P.O. Box 29622
(Revised January 2014) 2
RALE1GH, NC 27626-062� 22
(Form L-01 )

C201423300549
The Raft address, if different from the street adds, ofthe principal office of the company is:
Number and Street:
City: State: 73p Code: County::
b. ❑ The limited liability company does not have a principal office.
7." Any other provisions which the limited liability company elects to include (eg., the purpose of the entity)
are attached.
8. (Optionall Please provide a business e-mail address:
The Secretary of StaWs Office will e-mail the business autocratically at the address provided above at no
cost when a document is filed. The v-nWl provided will not be viewable on the website. For more
information on why this service is offered, please at the instructions for this document.
..9.1 These articles will be elf Live upon filing, unless a firture date is specified:
This is the 21 st day of August , 2014.
Signature
George L. Fletdror, Organizer .
Type or Print Name and Title
The below space to be used if more gm one organizer or member is listed in Item #2 above.
Srgpatur+e Stgnshrre
ypeW Print acne and Titlean ame and Tgc----
TW* and ame.an Type and Print Name and Tide
NOTES:
1. Filing fee is $125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.O. Box 2962Z RALEIGH,14C 276264M
(Revised January 2014) 3 (Form Ir01)

SOSID: 1549897
Date Filed: 10/14/2016 2:42:00 PM
Elaine F. Marshall
North Carolina Secretary of State
State of North Carolina C2016 286 00697
Department of the Secretary of State
APPLICla i ION FOR CER litre ICATE OF AUTHORITY
Pursuant to §55-15-03 of the General Statutes of North Carolina, the undersigned corporation hereby applies for a Certificate of
Authority to transact business in the State of North Carolina, and for that purpose submits the following:
1. The name of the corporation isHalpern Enterprises, Inc. ; and if the corporate name is
unavailable for use in the State of North Carolina, the name the corporation wishes to use is:
2. The state or country under whose laws the corporation was organized is: Georgia
3. The date of incorporation was 8/31/1972 ; its period of duration is:
4. Principal office information: (Select either a or b.)
a. Q The corporation has a principal office.
The street address and county of the principal office of the corporation is:
Number and Street 5200 Roswell Road
City, State, Zip Code. &Wm ,�f� &.5, Y G County Fulton
The mailing address, if d jfferent from the street address, of the principal office of the corporation is:
b. ❑ The corporation does.not have a principal office.
5. The street address and county of the registered office in the State of North Carolina is;
Number and Street Corporate Service Company, 327 Hillsborough Street
City, State, Zip Code Raleigh, NC, 27603 County Wake
6. The mailing address, if diferent fMom the street address, of the registered office in the State of North Carolina is:
7. The name of the registered regent in the State of North Carolina is Corporate Service Company
8. The names, titles, and usual business addresses of the current officers of the corporation are (attach if necessary):
Name Title Business Addresj
Jack N. Halpern- Charman & CEO 5200 Roswell Road
Carolyn H. Oppenheimer- Executive VP &Secretary .��a l7dt fi r�$ j 3 > Y�
W!Iilam Brown, Jr: President
Steve West- VP, Glenn Caracappa- VP, C. Alias Loften- Aest. Secretary & Treasurer
9. Attached is a Certificate of Existence (or document of similar import) duly authenticated by the Secretary of State or other
official having custody of corporate records in the state or country of incorporation. The Cerdfieate of Existence must be
are original and less than six months old.
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622
(Revised January, 2002) (Form B-09)

APPLICATION FOR CERTIFICATE OFAUTHORITY
Page 2
10. If the corporation is required to use a fictitious name in order to transact business in this State, a copy of the resolution of its
board of directors, certified by its secretary, adapting the fictitious narne is attached.
11. This application will be effective upon filing, unless a delayed date and/or time is specified:
This is the 12tr day of October , 2016
Halpern Enterprises, Inc.
the of Co or
/t2—'�
Signature
C. A_ Ilsa Loften- Assistant Secretary & Treasurer
Type or Print Name and Title.
NOTES:
1. Filing fee is $250. This. document must be filed with the Secretary of State.
CORPORATIONS I)IVISiON P. O. BOX 29622 RALEIGH, NC 27626-0622
(Revised January, 2002) (Form B-09)

Control Number: J004838
STATE OF GEORGIA
Secretary of State
Corporations Division
313 West Tower
Z .Martin Luther :King, Jr. Dr.
Atlanta, Georgia 30334-1530
CERTIFICATE OF EXISTENCE
I, Brian P. Kemp, the Secretary of State of the State of Georgia, do hereby certify under the seal of my
office that
HALPERN ENTERPRISES, INC.
a Domestic Profit Corporation
was formed in the jurisdiction stated below or was authorized to transact business in Georgia on the
below date. Said entity is in compliance with the applicable filing and annual Registration provisions of
Title 14 of the Official Code of Georgia Annotated and has not filed articles of dissolution, certificate of
cancellation or any other similar document. with the office of the Secretary of State.
This certificate relates only to the legal existence of the above -named entity as of the date issued. It does
not certify whether or not a notice of intent to dissolve, an application for withdrawal, a statement of
commencement of winding up or any other similar document has been filed or is pending with the
Secretary of State.
This certificate is issued pursuant to Title 14 of the Official Code of Georgia Annotated and is prima -facie
evidence that said entity is in existence or is authorized to transact business in this state.
Dookot Number
:13524904
Date 1nc/Auth/Filed
:08/3111972
Jurisdiction
: Georgia
Print bale
: Itt1II%U16
Form Number
: 211
t
Brian. P. hemp
Secretary of State

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Lewis,Linda
From:
Lewis,Linda
Sent:
Friday, December 16, 2016 2:01 PM
To:
'Gary Owens'
Cc:
Charles Meier
Subject:
RE: S-SW Permit Name / Ownership Change Form ( NT #16019) Turtle Cay
OK- I'll put it on the list. I did not have time on Nov. 17 to inspect and I'm heading out on vacation, for
the next 2 weeks, so it'll be in the new year that it gets inspected.
Linda
From: Gary Owens[mailto:[e-mail]]
Sent: Friday, December 16, 2016 1:33 PM
To: Lewis,Linda <[e-mail]>
Cc: Charles Meier<[e-mail]>
Subject: Fwd: S-SW Permit Name / Ownership Change Form ( NT #16019) Turtle Cay
Linda,
Can you arrange for the necessary inspection as requested by Sanco Builders Corp?
GO
---------- Forwarded message ----------
From: Terry <terrynsancohomes.com>
Date: Tue, Nov 22, 2016 at 2:29 PM
Subject: RE: S-SW Permit Name / Ownership Change Form (NT #16019) Turtle Cay
To: "Gary Owens(gay.owens(aamL-_
Cc: Candice Alexander <acandicel6(a�gmail.com>, "dte(cclarknewton.com" <dteCa�clarknewton.com>, Nathan
<[e-mail]>
Gary,
Would you please schedule the necessary inspection?
Thanks
Terry Kennon
Sanco Builders Corp.
POB 3167

Lewis,Linda
From: Lewis,Linda
Sent: Wednesday, December 14, 2016 6:14 PM
To: Dan Fisk ([e-mail])
Cc: '[e-mail]'
Subject: SW8 161204 Review Comments
Dan and Mr. Brown:
The Division accepted the subject Express permit application on December 8, 2016 and reviewed the
application today. I have the following comments:
1. It appears that you have lumped the Outparcel BUA in with the Buildings BUA on the
application. Since there is other onsite development that is apart from the OP's, it would be
clearer if the OP BUA total was listed separately on the application as "Other' BUA, and the
on -site Buildings total was reduced to 57,225 sf. You can make these changes to page 3 of the
application and email that page to me.
2. Please add a sidewalk detail and a street detail to the detail sheet and submit 2 copies. Please
include the right-of-way width, the paved width, any curbing, and any sidewalks.
3. The supplement form for Infiltration Basin #1 (the secondary BMP) indicates that the storage
volume provided in that basin is 154,341 cubic feet. Based on the bottom surface area and
storage surface area, the average end area method suggests that the volume physically
provided in that basin is around 21,000 cubic feet. This basin (as a secondary BMP) may be
able to treat the 154,341 cubic feet discharged from the pond via the orifice, but the
supplement is asking for the actual provided storage volume in the basin, not the volume it can
treat.
4. When the secondary BMP is an infiltration system, the infiltration rate does not need to be cut
in half for design. That only applies when you are designing an infiltration basin to meet one of
the four options to eliminate the bypass and/or the vegetated filter. At the full hydraulic
conductivity of 3.5 inches per hour, the infiltration flowrate achieved through the bottom of the
basin (9435 sf) is 0.764 cfs, which is in excess of the average fjowrate delivered to the
infiltration basin from the wet pond's 5" orifice of 0.574 cfs.
5. Please provide the HydroCAD routing calculations and the Summary Report of the areas,
elevations and storage volumes for the secondary BMP infiltration basin #1.
6. As requested at the submittal meeting, please submit a copy of the purchase agreement
between DWE Timber LLC and Halpern Enterprises, Inc. If the property has already changed
hands, please submit a copy of that recorded deed.
7. Please note that I have added a notation to the supplement form for IB #2 to indicate that
Option #4 in the BMP Manual is being employed to waive the offline bypass requirement.
8. The calculations for IB #2 indicate that the available storage volume at elevation 24 is 16,985
cubic feet, but there is a spillway at elevation 23.25. It is not possible to claim any volume
above elevation 23.25.
9. Please check the use of 0.44 cfs as the exfiltration flowrate for IB #2. At 2 inches per hour, the
flowrate through the bottom of the basin (3140 sf) would be 0.145 cfs. If you used the average
surface area between 21 and 23.12 (4654 sf), the flowrate is 0.216 cfs. Conservative design
would call for using the bottom surface area only, but you are free to provide justification for
using a larger infiltration area.

Please address these comments prior to December 21, 2016, or as quickly as you can. If you can get
this info back tomorrow or Friday, I will make every effort to get the permit issued before I head out on
vacation. Thanks, and I wish you both a Merry Christmas and a Happy New Year.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
ii11C?-c'_..i'SV',is ncdenr.yov
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
r<Rz Compares
'J` h" %lj'C 10 he
G's' G f �7.fi, Iif

PARAMOUNTE
E N G 1 N E E FZ 1 N G, 1 N G.
1 2 2 CINEMA DRIVE
vW 1 L Al I N G T O N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L R T T F. R 0 F T R A N C M T T T A T
To:
NCDEQ
Date
1 12.08.16
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re:
Ocean Isle Beach Market Place
Express Stormwater
Attu:
Linda Lewis, El
Pm'ectNo.
I 14414YE
e are sendin
❑ Originals
® Prints
❑ Shop Drawings
❑ Calculations
❑ Correspondence
® Plans
❑ Specifications
❑ Other as listed below
he following items:
Quantity
Date
Dwg. No.
Description
2
24"x 36" Revised Design Documents
Issue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
ction Taken: ❑ No Exceptions Taken. ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
Cc: Signed: T.
Daniel J. Fisk, PE

PARAMOUNTE
E N G I rV E E F,' I N Ca, I N C--
1 2 2 C II N E M A D R I V E
W I L M I N G T O N, N C 2 8 4 0 3
9 1 0- 7 9 1- 6 7 0 7( O) 9 1 0- 7 9 1- 6 7 6 0 ( F)
L E T T F. R n F T R A 1v c AM i 1 r 1r A r
fV,*
QAccef lot
To:
NCDEQ
Date
112.07.16
127 Cardinal Drive Ext.
Wilmington, NC 28403
Re:
Ocean Isle Beach Market Place
Express Stormwater
Attn:
Project No.
I 14414. PE
e are sendin
® Originals
® Prints
❑ Shop Drawings
® Calculations
❑ Correspondence
® Plans
❑ Specifications
® Other as listed below
be followin items:
Quantity
Date
Dwg. No.
Description
2
24"x 36" Design Documents
2
Form SWU-101— (1 Original, 1 Copy)
1
Stormwater Design Narrative and Calcs
2
O&M (Storm EZ) — (1 Original,1 Copy)
1
$4,000 Review Fee (Check 053178 )
1
Wet Pond 1 Supplement
1
Infiltration Basin 1 Supplement
1
Infiltration Basin 2 Supplement
2
High Density Deed Restrictions (1 Original, 1 Copy)
ssue Status: ® For Approval ❑ As Requested ❑ Construction ❑ Bid
❑ For Your Use ❑ For Review and Comment ❑ Approved as Noted ❑ See Remarks
ction Tarn: ❑ No Exceptions Take*? ❑ Make Corrections Noted ❑ Amend & Resubmit
❑ Rejected - See Remarks ❑ Approved as Submitted ❑ Other
Remarks:
Cc Signed;
Daniel J. Fisk, PE

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Impervious runoff will be collected in roof leaders, catch basins and open channel swales and routed to either
a wet detention basin with an infiltration basin secondary BMP or to an infiltration basin for treatment
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph H - Post Construction
3. Stormwater runoff from this project drains to the Lumber River basin.
4. Total Property Area: 44.859 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+: acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NTBA� line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (B UA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / 'Total Project Area) X 100 = 33.0 %
9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basm Information
Dramage Area 1
Drainage Area 2
Drains . e Area _
Drainage Area
Receiving Stream Name
Kilbart Slough
Kilbart Slough
Stream Class *
SA; HQW
SA; HQW
Stream Index Number *
15-25-4
15-25-4
Total Drainage Area (sf)
857,175
84,035
On -site Drainage Area (sf)
857,175
84,035
Off -site Drainage Area (sf)
0
0
Proposed Impervious Area** s
605,000
39,150
% Impervious Area** total
70.6%
46.6%
lm ervious*" Surface Area.
Drainage Area
Dramiage AYea
Dram e Area
Drama , e Area
On -site Buildings/Lots (so
57,225
0
_
On -site Streets (sf)
58,366
32,785
On -site Parking (sf)
192,348
0
On -site Sidewalks (sf)
17,760
5,778
Other on -site (so WpeMel 5
242,664
0
Future (sf)
36,637
587
Off -site (sf)
0
0
Existing BUA*** (sf)
0
0
Total (sf):
605,000
39,150
* Stream Class and Index Number can be determined at: httgaortal.ncdenr.or Aoeb/wq[ps/csu/classiftcations
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6