20181475 Ver 1_More Info Received_20190322

Strickland, Bev
From: Bodnar, Gregg
Sent: Friday, March 22, 2019 8:46 AM
To: Ginger Turner
Cc: Hair, Sarah E CIV CESAW CESAD (US); Mairs, Robb L
Subject: FW: [External] FW: CAMA Minor Modification Request: Hyde Investors, LLC
Attachments: image002.png; Hyde Investors LLC File.pdf, Hyde Investors LLC Workplans.pdf,
Comment Sheet for Hyde Investors LLC.doc
Morning Ginger,
USACE has a few questions concerning the minor mod request (see below). Can you respond to the request?
Thanks,
G regg
SW ,._
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GrtggBodnar
Assistant MajorPermits Coordinator
Diviision of Coastal Management
252 808 2809 ext 215 (Office)
GreseAodnar0ncdenr.eov
Email correspondence to andfrom this address is subject to the
-----Original Message -----
From: Hair, Sarah E CIV CESAW CESAD (US) <Sarah.E.Hai [e-mail]>
Sent: Thursday, March 21, 2019 3:28 PM
To: Bodnar, Gregg <[e-mail]>
Cc: Mairs, Robb L <[e-mail]>
Subject: [External] FW: CAMA Minor Modification Request: Hyde Investors, LLC
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an
attachment to [e-mail]<maiIto: [e-mail]>
G regg,
Is the existing bulkhead failing or is there another reason for the new bulkhead? I didn't see an explanation in the cover
letter -just that the developers decided they want to install a new bulkhead. Also, I need to know the cubic yardage of
the proposed fill to be placed water ward of the existing bulkhead. Another question that comes to mind, is what about
all of the existing docks along this property? Will they be removed? I didn't see any discussion about that either. Seems
like with the redevelopment they would be thinking about the docking facility as well.

Thanks!
Liz
-----Original Message -----
From: Day, Susan [mailto:[e-mail]]
Sent: Tuesday, March 19, 2019 9:59 AM
To: Michelle Shreve <[e-mail]>; Sams, Dan <[e-mail]>; Mairs, Robb L
<[e-mail]>; Hair, Sarah E CIV CESAW CESAD (US) <Sarah.E.Hai [e-mail]>
Subject: [Non-DoD Source] CAMA Minor Modification Request: Hyde Investors, LLC
Good Morning,
Attached please find State Permit No. 121-18 Minor Modification request for Hyde Investors LLC.
Please send comments, questions, or concerns to Gregg Bodnar at [e-mail]
<mailto:[e-mail]> or at [phone].
Thanks,
Susan S. Day
Office Manager
Division of Coastal Management <Blockedhttp://www.nccoastalmanagement.net/>
Department of Environmental Quality <Blockedhttp://porta1.ncdenr.org/web/guest>
400 Commerce Ave
Morehead City, NC 28557
252 808 2808 Ext. 206 office
Susan. [e-mail] <mailto:[e-mail]>
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed
to third parties.

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ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
April 8, 2019
MEMORANDUM
NORTH CAROLINA
Environmental Quality
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City NC 28557
Fax: [phone] (Courier 11-12-09)
gregq.bodnar(cancdenr.gov
SUBJECT: Minor Modification for state permit #123-18
Applicant: Hyde Investors LLC
Project Location: 403 Old Causeway Road, Atlantic Beach, Carteret County
Proposed Project: To redesign the previously permitted upland re -development and to add a
new bulkhead and 6' wide boardwalk.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form by 04/01/2019 at the address above. If you have any questions regarding the proposed
project, please contact Gregg Bodnar at [phone]. When appropriate, in-depth comments with
supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes
are incorporated. See attached.
This agency objects to the project for reasons described in the attached
comments.
PRINT NAME _
AGENCY
SIGNATURE
DATE
NORTHCAROUNAD_EQDI
Department of Environmental quality
North Carolina Department of Environmental Quality I Division of Coastal Management
Morehead City Office 1 400 Commerce Avenue I Morehead City, North Carolina 28557
252.808.2808

WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
DEVELOPER ENGINEER
WINDFARE CONDOMINIUMS, LLC
MAX 0. BARBOUR, SR.
8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
SHEET:COVER
PROJECT: PM2506- 001
THE CULLIPHER GROUP, P.A
ENGINEERING & SURVEYING SERVICES
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-4482
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TOTAL TRACT AREA = 2.26 ACRES
AREA WITHIN 75'AEC = 43.739.17 SF
AREA WITHIN 30'8UFFER = 19.065.13 SF
PRE -08 BUILT UPON AREA = 33,301.78 SF
PRE -08 BOA WITHIN 75'AEC = 13.966.11 SF
PRE -88 BUA WITHIN 30'BUFFER = 3.344.40 SF
RIVER BASIN = WHITE OAK
RECEIVING STREAM - BOCCE SOUND
STREAM CLASS = SAIHOW
STREAM IO = 20-36-18.51
PROPOSED BUILT UPON AREA
BUILDINGS 18.576 SF
DR VE = 10.032 SF
CONCRETE DRIVEWAY = 2.154 SF
CONCRETE SIDEWALK = 693 SF
FUTURE MISC = 1.846 SF
TOTAL = 33.301 5F
PROPOSED PERVIOUS PAVEMENT = 8.707 SF
PROPOSED BUA WITHIN 75'AEC = 12.292.22 SF
PROPOSED % BUA WITHIN 75'AEC - 28.1%
PROPOSED BUA TREATED WITHIN 75'AEC = 4.284.19 SF
PROPOSED EFFECTIVE It BUA WITHIN 75'AEC - 10.31%
PROPOSED BUA WITHIN 30'BUFFER = 0 SF
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PERVIOUS PAVEMENT
CONCRETE
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IYL NOTE NO WETLANDS EXIST ONSITE
REVISIONS:
OWNER: WINDFARE CONDOMINIUMS, LLC
MAX 0. BARBOUR, SR.
ADDRESS: 8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
ORIGINAL CAMA DRAWINGS 10/9/18
WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
THE CULLI PIHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES DATE:
151A HIGHWAY 24 1/24/19
MOREHEAD CITY. N.C. 28557
(2521773-0090 LICENSE NO. C-4482 SCALE:
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TOTAL TRACT AREA = 2.26 ACRES
AREA WITHIN 75'AEC = 43.739.17 SF
AREA WITHIN 30'8UFFER = 19.065.13 SF
PRE -08 BUILT UPON AREA = 33,301.78 SF
PRE -08 BOA WITHIN 75'AEC = 13.966.11 SF
PRE -88 BUA WITHIN 30'BUFFER = 3.344.40 SF
RIVER BASIN = WHITE OAK
RECEIVING STREAM - BOCCE SOUND
STREAM CLASS = SAIHOW
STREAM IO = 20-36-18.51
PROPOSED BUILT UPON AREA
BUILDINGS 18.576 SF
DR VE = 10.032 SF
CONCRETE DRIVEWAY = 2.154 SF
CONCRETE SIDEWALK = 693 SF
FUTURE MISC = 1.846 SF
TOTAL = 33.301 5F
PROPOSED PERVIOUS PAVEMENT = 8.707 SF
PROPOSED BUA WITHIN 75'AEC = 12.292.22 SF
PROPOSED % BUA WITHIN 75'AEC - 28.1%
PROPOSED BUA TREATED WITHIN 75'AEC = 4.284.19 SF
PROPOSED EFFECTIVE It BUA WITHIN 75'AEC - 10.31%
PROPOSED BUA WITHIN 30'BUFFER = 0 SF
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PERVIOUS PAVEMENT
CONCRETE
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IYL NOTE NO WETLANDS EXIST ONSITE
REVISIONS:
OWNER: WINDFARE CONDOMINIUMS, LLC
MAX 0. BARBOUR, SR.
ADDRESS: 8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
ORIGINAL CAMA DRAWINGS 10/9/18
WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
THE CULLI PIHER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES DATE:
151A HIGHWAY 24 1/24/19
MOREHEAD CITY. N.C. 28557
(2521773-0090 LICENSE NO. C-4482 SCALE:
1" = 40'

SEEDING SCHEDULE A-11- f
SEED BED PREPARATION -
L HE__ __________- x TDxsuc J i E \� �/T _ 4 \ - - - 1 \ i I
ID -1D -m ______________________ 1.000 Les/ec-=✓�' \ 1 --_ `♦ \\
SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED 6 / \•/` \ \ / / /
IN a LOOSE SUflfdfE.
AD O ITIMAL ROUGHENING MY NOT BE REQUIRE° _ ✓ y �.' / J a.fi \ - - �n Z- 2
EXCEPT TGESS
BREAK UP LARGE CLCOS. IF RAINFALL CAUSES THE SURFACE
10 BEC01E SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY 1 - _ - -
- / -2.s - _ / \ div
OISN ING. RAX ING OR NARROWING. GROOVE OR FURROW SLOPES STEEPER \ I \ \ / THAN Lt ON THE CONTOUR BEFORE SEEDING.
WREA
RYE
0 EPLUESPREOEZA TSPDTSEEDING, EOXTU 50 L05/eCLBS/AC Q',B P�T6 tI50B0 1NP,10 ADP L' `
(MIT ANNUAL LEWEOEZA MEN DURATION OF TEMPORARY COVER Is NOL NCP TRE55; 110 �I\�/ � / // /d �
TO EXTEND BEYOND JUNE( ADD o I 1 I 1 I / / \ / \ \ I (/1 •Y(
(APR11 1% If. NT 151 ,a I I J\1 \ \ c •p / / 0 11 1 \ /
GERMAN MILLET -40 LBS/AC 'i I \ al- -.%'� IP n , \ \ 1111 /
IeU.neS \ _ \ \ 1 /
RYE wRelNi______________________ 25 Las/AC ws 1_/ 1� 1 ` 111A 28 /\ II / /I 3A 38 \ d'�_-1�` 4
IIF li 15 NECESSARY TO EXTEND TEMPORARY COVER BEYOX JURE I5. '- - -- - - __ _ __ _ _ _ _ __ _ _ _ _ __ _
OVERSEEO WITH 5°LB/AC KOBE.)
/
PERMANENT SEEDING MIXTURE ___ _ PINA COLADA LN II //%5, T -I- ��lL - �"/ I ---r- `\A/
TALL FESCUE ---------------------- 60 LBS/AG __-_--__-__ --------- \ / I / --/ I /- -T'
PERSERAD LA BLE 5ARIAGRAS5 - 50 LBS/A[ I , -y e \ l SIAC6 /e% 1 / / ---y i / I / T
KOBECLESPEOEZAE ZA I° L30 BS/AC / /1-1'E �E6.5 GE6 4E6 Bfi 1¢6.5 a EL 6_ j- // // / B
1. FROM SEPTEMBER 1 - MARCH 1, USE UNSCaRIFIEO SERICEA SEED
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE XOBE ''l II 1111 ( l `I - x- / n �r 1 6 y LL'C / I 9
TO 30 Las/Ac 10
5. MERE A HEAT APPEARANCE 15 DESIRED. MIT SERICEA AND ' , � I / 6.4
4. aETWEENEAPRIL 15 AND KOBE TO 40 LAD UST 15. ADD 10 LB/AC GERMAN MILLET I I I I III La I I '�. I I- / \6\d // // I / \; \' // I \ 1'
OR m LB/A< supAxcRAss. vR ICN TO MAY I OR AFTER AUG 15. ADD ' , T m,l I \ SPLs H ld i d\ 1 I I an s L2
25 LO/AC RYE 1GRAINI. Ifl I I I L ) b /o'- \ / > \PERMAiM I P I ` - u
el -
COMMON ENT SEEDING MIXTURE (SWALES60LOS/ b DITCHES) II I I I `}'1 .0
C°1N]x BERMIOAGRASS______________ 00 LBS/et I ow I ow I / ® � (\ / ��/ / / I _� 6.0 1 J/ - / I6
15
mJ m< o rt
MULCHING
STRAW1 MEAT. OATS, BARLEY. RYE( - 1-2 TONS/AC TATTER SEEOINGI
(STRAY DUALITY SHALL BE DRY. UXCHOPPEO 6 UNWEATHERED] , 2vMQ , LJ on 6w W w 9w. / \ \ / / / II
ASPHALT TACK -------------------- 200 GAL./TON a MULCH H6m� u m< �mn 60nJ / / •� l I
I. APPLY 9000 LB/AC STRAW. ANCHOR STRAY BY TACKING WIT. ASPHALT. I m� I A I w� a 2„aFa / f6• .o fi./ / / 6•T 6}
NETTING. OR A MULCH ANCHORING TM. A DISK WITH BLADES SET NEARLY Inr ' m ' O I I I
STRe IBNT CAH BE USED AS a MULCH pxCxdLIN4 TOOL �°'^a m < 3nNU O mM y 1 / I / 1 '0 / ' / I
W -,p^ I wvW2 0600 4 E6.\ '{ /
2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE I I I \ / 5r I / / \ I
BOTTOM OF SWALES A DITCHES. THE LINING SHALL EXTEND ABOVE THE of 24 ' �°'Zp zmm2 pOH m(m- Q \ II /' / \ \ / %� \ 11 �/ 6 >I
xlcxESr OEPix 0.° a0Y Yl rx lx clvEx cx.wxEL. ON CHANNEL SIDE ,impn p0pm j,`��pi l \ \\,� 1 YY \\ l 1
SLOPES ABOVE LN IS Nf IW1i APPLY STRAY AS PREVIOUSLY INSTRUCTED. I ZOi� I i zm I LL ar I w�zp I \ \ I\ / \ J
sa
TIME OF APPLICATION z8 um I f[ fi,
iNE MOLE FOR GRADED SLOGES ANO FILLS SHALL BE NO GREATER THAN THE 1 1 / I 1 I z Z�d`EY E E6 16 1,1
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHI AOEOUATE �tII11 �I / / 11 \al / _ I 4A I
EROSIDx-COxiRW DEVICES tES pi STRUCTURES. In MY EVENT. SLOPES LErt1
EXPOSED PILL. WI LN Ix 21 CeLENDAR ROAN @ CWFLE TI OH Of ANY PHASE OF
GRdO ING. 0E PLANTED OR OTNERYI SE PPOVI DED WITH iEIRORARY OR-_
PERMANENT GROUND COVER. DEVICES. OR STRUCTURES SUFFICIENT TO RESTRAIN \--_S�LE47.9'C C----/--- -a / ,off S. 1/ \
MAINTENANCE /� I I a, � \\-_ IyR / ,I 48'
IF GROWTH IS LESS THAN FULLY ADEQUATE. REFERTILIZE IN THE SECOND I / \I I % / I / / / ` \ / / -� \i / / '�xS
YEAR WE
IN 500 LS/AC 10-10-10 FERTILIZER. MBK AS NEEDED MEN ( / \ TI R
SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE AND MULCH
I I 5 `Y 5.
OdMAGEO AREAS (MEDIATELY. I / / p / / X,' / / 1 / / r _ 6-64_ -Y 5.6
...a 'N / W
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PERVIOUS PAVEMENT
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EXISTING CONTOUR
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IEAssohRGUR"..Alli
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4
TIMEFRAME E.Gal.HB
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FEays
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High Duality Water ODOM Zona
T days
5T /
Sis,X sleeper than J:e
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.ALL EROSION AND
SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND EFFECTIVE
OPERATION FWIOYINO EVERY RUNOFF FRED CING RAINFALL EVENT OR AT LEAST ONCE a WEEK.
REPAIRS REWIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION ANO FUNCTIONS
INDICATED M THE PLAN.
.SEDIMENT SHALL BE REMOVED FRED BENIN° THE SEDIMENT FENCING WEN IT BECOMES 0.5 FEET
DEEP AT THE FENCE. THE FENCE SHALL BE REPLACED CR REPAIRED AS NECESSARY TO MAINTAIN
BARRIER.
.ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AND MULCHED AS NECESSARY ACCORDING TO
THE SEEDING SCHEDULE TO ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER.
CONSTRUCTION SEQUENCE
RE MD VE AND/M RELOCATE EXISTING OBSTRUCTIONS.
E. INSTALL GRAVEL CONSTRUCTIDV ENTRANCE,
J. CLEAR AND CHUB THE SITE. EXISTING WASTEWATER. DRAINAGE AND WATER UTILITIES SHOULD BE EXCAVATED.
PROPERLY DISPOSED AND BACKFILLED WITH CLEAN SAND MATERIALS.
INSTALL SILT FENCING AT SPECIFIED LOCATIONS.
5. EXCAVATE MINIMUM OF 1.5 FEET OF EXISTING MATERIAL AT ALL PROPOSED INFILTRATION AREAS PLUS A
10 FOOT PERIMETER. REMOVING THE EXISTING MIXED SOIL SURFACE MATERIALS. EXCAVATED SURFACE MATERIALS
SMALL BE EXPORTED AWAY FROM THE INFILTRATION AREAS.
6. CONSTRUCT KEYSTONE RETAINING WALL EXCEPT FOR THE SECTION OF WALL BETWEEN BUILOIHGS 1/2 AND 5/6.
CMSTRUCT SEDIMENT TRAP BETWEEN BUILDINGS 1/2 AND 5/6 AUG [NECK DAMS ALONG THE PROPERTY LINE SWALES.
BEGIN FILLING THE SITE AND GRADING TO DRAIN TOWARDS PROPOSED SEDIMENT TRAPS. ROUGH GRADE SITE AND
STREET. ONCE FILLED TO PROOOSED WALL HEIGHT AT EACH WALL BREAK CONSTRUCT REMAINING PORTIONS OF THE
WALL. CONTINUE FILLING THE SITE TO THE PROPOSED GRADES.
INSTALL WATERLINE AND OTHER UTILITIES.
SEED A MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED WITHIN T DAYS OF LAND DISTURBANCE. REMOVE
SEDIMENT TRAPS ONCE AREA IS STABILIZED.
FINE GRADE STREET AND PLACE STONE BASE COURSE.
BEG 1N BUILDING CONSTRUCTION.
INSTALL WASHED STONE BASE FOR INFILTRATING PERVIOUS PAVEMENT DRIVEWAYS, DEPTH PER TABLE. AND
PROTECT SURFACE FROM SEDIMENT. CONSTRUCT OBSERVATION WELLS. PLACE PERVIOUS PAVEMENT AND PROTECT.
NEW VE STONE CONSTRUCTION ENTRANCE.
PAVE STREET.
PERFORM FINAL GRADING, SEED MD MULCH ALL REMAINING DISTURBED AREAS.
REMOVE SILT FENCE AND CHECK DAMS. REGRAOE ANY EROpE0.NREA4 N1 G 4.JEERVIOUS PAVEMENT AS NEEDED.
JAN 3 12019
CITY
STABILDCKMAD
IEAssohRGUR"..Alli
Ja ANfie DESLPIPIIOH
STABACATIOH
TIMEFRAME E.Gal.HB
PetlmroMr tlIXu, Swale; dimm, Blepa
FEays
Nam
High Duality Water ODOM Zona
T days
None
Sis,X sleeper than J:e
]days
Ifal't's art 10' or ssm In lenDN and art
lM1an 21, 14 do,
net sleeper are allowed.
Blopo 3:1 or OMer
14 dM
T days for Homa0naler than EO'i. I0n01N.
1�
I� AT Umlarm. "h Slapm DelNr 0.n 4:1
14 den
Nona..aapt fid, wNmaMn AM HOW Z.MW
AS.
60
/ /
- -- I I,., b „ eD 6AI - - / ho M I I NOTE; NO WETLANDS EXIST ONSITE
�B.GIII MAT 1! /�� ' \ \III REVISIONS:
Na B( DATE DESCRIPTION
1 ;E.,fi'°/E/,/� // OWNER: WINDFARE CONDOMINIUMS, LLC
5 / ` _ / MAX 0. BARBOUR, SR.
/ ADDRESS: 8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
ORIGINAL CAMA DRAWINGS 10/9/18
CAMA GRADING PLAN
\ i
\
\
�••
WINDFARE CONDOMINIUMS
l i
YIBI 1
0
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
TVSDN
i05"29"4ZCU y 0.0P0 \\ AA
155, C00 OLD CAUBEWA / o / b\ \\ \\ ysa' = / / �UryILp /meq TR R Ap}��L]L'E GROUP,
P.A./ 5/! \ \\ \\- - / / / lldd� li'U IL IL 1,Y'llll L`1L4 YIIl\®'L ll- Y -N
/ f s.a ENGINEERING & SURVEYING SERVICES
DATE:
/ �\ 4.0 __.v / __/ // 151AMOR HIGHWAY 24
MOREHEAD CITY, N.C. 20557 1/24/19
1 [phone] LICENSE NO. C-4482 SCALE:

�-
WN
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202p I \ll I \/3 E6A/
FE
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6 0 �.
RECEIVED
JAN 3 1 2019
ICM-MHD CITY
LEGEND as s - -- E6.5j`V B9 \�
AC - ACRf IHV - INVERT , .o•,r�jy1 \,___ NOTE; NO WETLANDS EXIST ONSITE
AEC - AflEA DF Lf - LINEAR FEEL \ /' / ii`F +
ENVIRONMENTAL CONCERN VAX - MA AU 1 \ / f \ / / / I _ — \ 4.55
\ \ .R'✓\ —_—_ / \ SWALE 3 a 0.68%
BLDD - BUILD [NO NBt - YINIWu BUILDING LINE
8b \ L _
BRD - BEARING MIN - HIM I I 1 D•)Z \ I — _ / / \ l J:1 SLOPE. 2•BOTTOM
OF
- CuBIL fEEi X/f - X011 CH FORMERLY /^\ �� •% / --ll
LL - CENTERLINE NHW - NORMAL XIGN WATER
b'W \\ \ I\ REVISIONS:
ON - DRIVE. HIS - NOT i0 SCALE
EL - FLEVA Im D.C. - ON CENTER 1 c / / \ \ \ �IRl , — — \ — — {' \ \ \ No. BY DATE DESCRIPTION
FIR - EX. IRON ROD R - RADIUS / o / \\ Y E6.5¢ 1 I I I ry" I l \
EOP - EocE a PAVEMENT R/W - RIGHT- -WAY / {f / , III I I --\ / l l I OWNER: WINDFARE CONDOMINIUMS LLC
EX - EXISTING SN - SXEET / { \ I I I I
FE - FINISHED ELEVATION SIR - SEi IRON R00 / \ 6.0 / / I I I \ \ / / / MAX 0. BARBOUR • SR.
FT - fEEi5XE0 fLgF iYP - TYPICAL I '� / / \ I , 1 I Yb I iT
FF STA STATION/ / I I / ADDRESS: 8504 TOWNELEY PLACE
Gv - DATE VALVE
\ / / / / RALEIGH, NC 27605-2026
--- GRADE AT CENTERLINE -— ORIGINAL CAMA DRAWINGS 10/9/18
PERVIOUS PAVEMENT —
—Y— PROPOSED WATERLINE i '�i '. --�--� \— CAMA ENLARGED GRADING PLAN
s—
EXISTING CONTOUR CLNCRETE \ \ \ I M L EL
CON —•— \ \ \bG7/ I _ _ i �\ 3PROPaSED TOUR
' •`L \ \\ --- —/ / / / / '
TOOF BULKHEAD
—LO— LOD DISTURBANCE LINKS ELEVATION 4.5
—ss— SILT FENCE N/F BLANCHE MI TCHELQW I N D FA R E
CONDOMINIUMS
— _
OW aesERvdnan WEu NCPIN7637512873397000 ,� \ v a,. 03397000 \r
ADDRESS: 326 OLD CAUSEWAY ROAD \\\\ J �— // MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
30 15 0 30 60 \� \\\ Y KEYSTONEVRETAIBULKHEAD
ING WAALLANO x�
INTO EXISTING BULKHEAD °d HE CUUILIPHE`R GROUP, P A.
ALIGNMENT d ELEVATION
SCALE: 1"= 30'
SHEET: 3 OF 7
PROJECT: PM2506— 001
ENGINEERING & SURVEYING SERVICES DATE:
I51A HIGHWAY 24 1/24/19
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-4482 SCALE:
1" = 30'

N/F PHYLLI
D. B. 1131
NCPIN 6375
ADDRESS: 1
LEGEND
AC- ACRE INV INVf RI
AEC - AREA or
LF - LINEAR FEET
Exv RONARxi el CONCERN w% - MAXI MJN
BLOL - BUILDING NBL - MINI MU BUILDING LIRE
ERG - REM ING NIM - NI N EACH
CF - CUBIC FEET N/F - NOW OR FORMERLY
CL - CENTERLINE NNW - NORMAL HIGH WATER
OW - DRIVER" NTS - NOT TO SCALE
EL - ELEVATION O.C. - ON CENTER
SIR - E%. IRON ROD R - RADIUS
EOF - ED;E OF PAVEMENT R/W - RIGHT-OF-WAY
E% - EXISTING SHE - SNEEI
FE - FINISHED ELEVATION SIR - SET IRON RW
FF - FINISHED FLOOR STA - STATION
PT - FEET TYP - I'PICAL
6V - GAVE VALVE
GRADE AT CENTERLINE PERVIOUS PAVEMENT
—X— PROPOSED WATERLINE
— ,— EXISi1 NGCONTOURONCRETE
,— PROPOSED CONTOUR
—LD-- LAND DISTURBANCE LIMITS
SILT FENCE
OW OBSERVATION WELL
SHEET:4 OF 7
PROJECT: PM2506- 001
a�I FE6 x I I i, N;� ].WI
MAT� 2i CHLINE _-_ \l
SEESH3 pF A_,
RECEIVED
JAN 3 1 2019
DCM-MHD CITY
NOTE: NO WETLANDS EXIST ONSITE
REVISIONS:
Na BY DATE
OWNER: WINDFARE CONDOMINIUMS, LLC
MAX 0. BARBOUR, SR.
ADDRESS: 8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
NAL CAMA DRAW

AC -
ACRE
LF
- LINEAR FEET
AEC -
AREA OF
MAX
- MAXIMUM
I
I
ENV IR0.VMENTAL CONCERN
IBL
- MINI MIN BUILDING LINE
BLOC -
BUILDING
NIH-
MINIMUM
BflE -
BE AR IME
HE,
- NOW OR FORMERLY
OF -
CUBIC iEEi
NXV
- NORMAL HIGH EATER
CL -
CENTERLINE
NTS
- NOT TO SCALE
OA' -
Ofl IVEWAY
O.C.
- ON CENTER
EL -
ELEVATION
PBO
- PERMANENT BLOW OFF
SIR -
EX. IRON R00
Pi
- PUMP IMF
EOP -
EOOE OF PAVEMENT
R
- RADIUS
Ex -
EXIST I .0
R/X
- REGHT-OF-WAY
FE -
FINISHED ELEVATION
SX
- SXEET
FF -
fIN1SNED FLOOR
SIR
- SET IRON ROD
FT -
FE EI
ST
- SEPTIC TANK
GV -
GATE VALVE
S'A
- STATION
INV
INVERT
TYP
- TYPICAL
-
GRADE AT CENTERLINE
PERVIOUS PAVEMENT
W
PROPOSED WATERLINE
CAL
>-
ExISi1xE COxiOU
W -
—.—
PROPOSED CONTOU:
CONCRETE
11
LAND DISTURBANCE LIMITS
—M—
SILT FENCE
OBSERVATION WELL
N
6 m
zn0
VOM
a'm
1
N/B P�1315000 31NA �GLADA LANE
NCPIN53 110 Pl
AOD0.E531
----
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COLADA U
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1A 1B
2A 2B
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SERVI E.
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NCPIN E3 400 OLD
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Lu �M MHD c\'tY
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/
/
/
�-' REVISIONS:
m Na BY DATE DESCRIPTION
OWNER: WINDFARE CONDOMINIUMS, LLC
MAX 0. BARBOUR. SR.
M ADDRESS: 8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
ORIGINAL CAMA DRAWINGS 10/9/18
/
/ CAMA UTILITY PLAN
/
WINDFARE CONDOMINIUMS
/
/
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
Il`IHE CU LLL P]HER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES DATE:
151A HIGHWAY 24 1/24/19
1---____ MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-4482 SCALE:
111 = 40'
7B
I
/
IO
I
I
I
I
I
I
I yreul
I ,
JPS 3 � 4,19
Lu �M MHD c\'tY
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/
/
/
�-' REVISIONS:
m Na BY DATE DESCRIPTION
OWNER: WINDFARE CONDOMINIUMS, LLC
MAX 0. BARBOUR. SR.
M ADDRESS: 8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
ORIGINAL CAMA DRAWINGS 10/9/18
/
/ CAMA UTILITY PLAN
/
WINDFARE CONDOMINIUMS
/
/
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
Il`IHE CU LLL P]HER GROUP, P.A.
ENGINEERING & SURVEYING SERVICES DATE:
151A HIGHWAY 24 1/24/19
1---____ MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-4482 SCALE:
111 = 40'

6"PERVIOUS
CONCRETE
#57 WASHED STONE
*DEPTH SEE TABLE
ffim�
\ / SUBORADE SLOPED
AT 2.07. MAX
NA
ISTING SURFACE COOUINA AND/OR SURFACE RUBBLE SHALL BE EXCAVATED
MINIMUM 1.5' FROM THE EXISTING SURFACE WITHIN THE AREAS OF
PROPOSED INFILTRATING PERVIOUS PAVEMENT PLUS A 10' PERIMETER.
EXCAVATED MATERIAL REMOVED FROM THE SITE AND BACKFILLED WITH
EAN FINE/MEDIUM SAND MATERIAL.
DRIVEWAY
MIN DEPTH OF
GRAVEL
DRIVEWAY
MIN DEPTH OF
GRAVEL
1A
16.5"
4B
16"
IB
16.5"
SA
16"
2A
16.5"
5B
16"
2B
16.5"
6A
16.5"
3A
16.5"
6B
15.5"
3B
16.5"
7A
15.5"
4A
16.5"
7B
14"
PERVIOUS CONCRETE SECTION I
WCOMPACTEDSUBGRADE 95%
r:r' r
SECTION'� , W�
ASPHALT •SECTION
SCALE: NOT TO SCALE
ASPHALT & CONCRETE SECTION
LINE SLOPES W/ —
EXCELSIOR BLANKET
33'MIN
VEGETATED OUTLET SWALE I
SCALE: NOT TO SCALE
BULKHEAD DETAIL
ISHEET: 6 OF 7
PROJECT: PM2506— 001
PERMEABLE PAVEMENT
2X BOARDWALK
FINISHED B
GRADE
TREATED 2X CAP
ACTIVITIES PROHIBITED:
f TOP BH EL4.5)
-:FILL MATERIAL
WHALER
EXISTING
VINYL
CR ADE.
SHEETPILE
POWER WASHING
EX BULKHEAD
DEADPAN AS _
WHALER
REOUIRED
I
STORAGE OF HEAVY LOADS
FILL MATERIAL
2.
V
� EXISTING MATERIAL MAX
2'
-
\������//q
BOTTOM
VARIES
/�2//`�{/��\'
AIEON
SBRUCT URAL
I-:::
DETERMINATION N
BYROTHERS
A/A11 V.. .
1w
I
SCALE: NOT TO SCALE
BULKHEAD DETAIL
ISHEET: 6 OF 7
PROJECT: PM2506— 001
PERMEABLE PAVEMENT
CHECK DAM. 2'
1 11 1 1 1 1 1 1 11 11 F F
11111iIII17
1 1
_ – TOP OF BANK _
ACTIVITIES PROHIBITED:
– –I–
SANDING
RE -SEALING
RE -SURFACING
POWER WASHING
STORAGE OF MULCH OR SOIL
u57 WASHED
STONE
STORAGE OF SNOW PILES
STORAGE OF HEAVY LOADS
FLOC,
APPLICATION OF SALT OR DE-ICERS
V
SCALE: NOT TO SCALE
PERMEABLE PAVEMENT SIGN
EX. EDGE IF rrLOCKABLE CAP FLUSH
PAVEMENT WITH SURFACE
(6 INCH WASHED STONE
I6 THICK) � PAVE DRAIN
SCALE: NOT TO SC
CONSTRUCTION
ENTRANCE
E
I I
D I D
I I
�I I
I of
I I
I I
I I
I I
SILT 15'
BASIN
I I
E PLAN VIEW
PIPE
SUBGRAOE
SCALE: NOT TO S
PERVIOUS CONCRETE
OBSERVATION WELL
NOTE:
ROCK SHALL BE CLASS I RIP RAP
OR #57 STONE AS SHOWN.
TEMPORARY CHECK DAM
S
W
B'MAX.STANDARO STRENGTH FABRIC
WITH WIRE FENCE
6'MAX.EXTRA STRENGTH FABRIC
WIRE FENCE�
STEEL POST /–FILTER FABRIC
"M UPSLOP
�^Oo °0 8"MIN
24" o° ooQa
CROSS SECTION
VIEW
RECEIVED
JAN 3 12019
DCM-MHD CITY
INSTALLATION NOTES:
1. THE BASE OF BOTH ENO POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY.
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE. AND AS CLOSE AS POSSIBLE TO THE FABRIC. ENABLING POSTS
TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES. ALL SPACED WITHIN THE TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY
45 DEGREES
PTHROUGH THE
WHEN FABRIC.
TIGWITH
EACH
PREVENT PUNCTURSAGG I LEAST 1 INCH VERTICALLY APART. ALSO. EACH TIE SHOULD BE POSITIONED TO
HANG ON A6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
B. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE
FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SOUARE INCH. COMPACT THE UPSTREAM SIDE
FIRST. AND THEN EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS.
SCALE: NOT TO SCALE
SILT FENCE
8" Min. Low Permeable Soil� /–Keystone Cap Unit
JOINT SEALER
Rte
• I,Z �µ- JOINT FILLER
TRANSVERSE EXPANSION JOINT IN SIDEWALK
SCALE: NOT TO SCALE
NOTE:
A :12" EXPANSION JOINT SHALL BE REQUIRED AT 45' INTERVALS.
A 112" EXPANSION JOINT SHALL BE REQUIRED WHERE THE
SIDEWALK JOINS ANY RIGID STRUCTURE.
I,B
R I,e.
I"
RIM Keystone Standard Unit
24" _ Unit Drainage Fill
(3/4"Crushed
~ 1 Rock or Stone)
Reinforced Si 1/8" -114"
�8
Excavation }
Retained Soll U Geo rid Reinforcement Finished Grade
t11
4" Perforated PVC r
Drainage Tile JI _
�'1nl–I I I I I II r
Note:
When site conditions require, wrap drainage Unreinforced Concrete
thein 3/4" aggregate and filter fabric with or Crushed Stone
drainage composite or aggregate back drain Fountletlon Soil Leveling Pad
system, as directed by geotechnical engineer.
KEYSTONE REINFORCED WALL
REVISIONS:
Na I By I DATE IDESCRIF7/ON
OWNER: WINDFARE CONDOMINIUMS, LL
MAX 0. BARBOUR. SR.
GROOVED JOINT IN SIDEWALK ADDRESS: 8504 TOWNELEY PLACE
SCALE: NOT TO SCALE RALEIGH, NC 27605-2026
NOTE:
A GROOVED JOINT I" DEEP WITH 1•e' RADII SHALL BE ORIGINAL CAMA DRAWINGS 10/9/18
REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS 1 0AErA CAn AOnCn co An, AIC of Aki
TYPICAL CONCRETE SIDEWALK WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
THE CULLIPHER GR®UR RA
ENGINEERING & SURVEYING SERVICES DATE:
151A HIGHWAY 24 1/24/1
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-4482 SCALE:
CHECK DAM. 2'
MIN
DITCH WIDTH VARIES
_ – TOP OF BANK _
– –I–
SPILLWAY
MIN. WIDTH
u57 WASHED
STONE
2/3 STREAM/
FLOC,
V
DITCH WI T
2'
VARIES
DITCH
BOTTOM I
15' MIN.
DITCH
BOTTOM
SPILLWAY SHALL
BE 1'
MIN.
BELOW LEVEL OF
LOWEST
BANK.
SECTION D—D
SECTION E—E
TEMPORARY CHECK DAM
S
W
B'MAX.STANDARO STRENGTH FABRIC
WITH WIRE FENCE
6'MAX.EXTRA STRENGTH FABRIC
WIRE FENCE�
STEEL POST /–FILTER FABRIC
"M UPSLOP
�^Oo °0 8"MIN
24" o° ooQa
CROSS SECTION
VIEW
RECEIVED
JAN 3 12019
DCM-MHD CITY
INSTALLATION NOTES:
1. THE BASE OF BOTH ENO POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY.
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE. AND AS CLOSE AS POSSIBLE TO THE FABRIC. ENABLING POSTS
TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES. ALL SPACED WITHIN THE TOP 8 INCHES OF THE FABRIC. ATTACH EACH TIE DIAGONALLY
45 DEGREES
PTHROUGH THE
WHEN FABRIC.
TIGWITH
EACH
PREVENT PUNCTURSAGG I LEAST 1 INCH VERTICALLY APART. ALSO. EACH TIE SHOULD BE POSITIONED TO
HANG ON A6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL.
B. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE SILT FENCE FABRIC WITH THE
FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST 60 POUNDS PER SOUARE INCH. COMPACT THE UPSTREAM SIDE
FIRST. AND THEN EACH SIDE TWICE FOR A TOTAL OF 4 TRIPS.
SCALE: NOT TO SCALE
SILT FENCE
8" Min. Low Permeable Soil� /–Keystone Cap Unit
JOINT SEALER
Rte
• I,Z �µ- JOINT FILLER
TRANSVERSE EXPANSION JOINT IN SIDEWALK
SCALE: NOT TO SCALE
NOTE:
A :12" EXPANSION JOINT SHALL BE REQUIRED AT 45' INTERVALS.
A 112" EXPANSION JOINT SHALL BE REQUIRED WHERE THE
SIDEWALK JOINS ANY RIGID STRUCTURE.
I,B
R I,e.
I"
RIM Keystone Standard Unit
24" _ Unit Drainage Fill
(3/4"Crushed
~ 1 Rock or Stone)
Reinforced Si 1/8" -114"
�8
Excavation }
Retained Soll U Geo rid Reinforcement Finished Grade
t11
4" Perforated PVC r
Drainage Tile JI _
�'1nl–I I I I I II r
Note:
When site conditions require, wrap drainage Unreinforced Concrete
thein 3/4" aggregate and filter fabric with or Crushed Stone
drainage composite or aggregate back drain Fountletlon Soil Leveling Pad
system, as directed by geotechnical engineer.
KEYSTONE REINFORCED WALL
REVISIONS:
Na I By I DATE IDESCRIF7/ON
OWNER: WINDFARE CONDOMINIUMS, LL
MAX 0. BARBOUR. SR.
GROOVED JOINT IN SIDEWALK ADDRESS: 8504 TOWNELEY PLACE
SCALE: NOT TO SCALE RALEIGH, NC 27605-2026
NOTE:
A GROOVED JOINT I" DEEP WITH 1•e' RADII SHALL BE ORIGINAL CAMA DRAWINGS 10/9/18
REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS 1 0AErA CAn AOnCn co An, AIC of Aki
TYPICAL CONCRETE SIDEWALK WINDFARE CONDOMINIUMS
MOREHEAD TOWNSHIP CARTERET COUNTY NORTH CAROLINA
THE CULLIPHER GR®UR RA
ENGINEERING & SURVEYING SERVICES DATE:
151A HIGHWAY 24 1/24/1
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-4482 SCALE:

50
40
30
ce
10
PROPOSED GRADE (LESS THAN 5%) -
PROPOSED RETAINING WALL -
EXISTING BULKHEAD--
(NHW LINE) 0
0
O
0
O
SHEET: 7 OF 7
PROJECT: 06 00
7B
-
PROPOSED GRADE (LESS THAN 5%)
EWAY
APPROXIMATE LOCATION
3B
7A
6B
6A
A5BI�8A
4B
I.4A.
�R�t�b3�
_-�
(NHW LINE)
i f
RECEIVED
m
12019
o
JAN 3
o
PROP
SED
PROP
SED
PRO,�OSED
PRO
OSED
PROPOSED
-- -
BUIL
ING
-.
BUILDING
---BUI
DING
-
--BUI'.
DING--
- --
---
---BUILDING
O `EXISTING GRADE O
STATION
CROSS SECTION A2—A2
i MATERIAL BELOW
s EXISTING GRADE
DFILL MATERIAL
ABOVE EXISTING GRADE
VISIONS:
NOTE: NO WETLANDS EXIST ONSITE REVISIONS:
BY DATE
OWN LLC
MAX 0. BARBOUR, SR.
ADDRESS: 8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
ORIGINAL CAMA DRAWINGS 10/9/18
-
PROPOSED GRADE (LESS THAN 5%)
EWAY
APPROXIMATE LOCATION
OF NEW BULKHEAD
EXISTING BULKHEAD
�R�t�b3�
_-�
(NHW LINE)
i f
RECEIVED
m
12019
o
JAN 3
o
DCM-MHD CITE`
VISIONS:
NOTE: NO WETLANDS EXIST ONSITE REVISIONS:
BY DATE
OWN LLC
MAX 0. BARBOUR, SR.
ADDRESS: 8504 TOWNELEY PLACE
RALEIGH, NC 27605-2026
ORIGINAL CAMA DRAWINGS 10/9/18

ROY COOPER NORTH CAROLINA
Governor Environmental Quality
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
DATE: March 18, 2019
TO WHOM IT MAY CONCERN
Cc: Gregg Bodnar, Asst. Major Permits Coordinator
FROM: Heather Styron, MHCDO Field Rep
THROUGH: ROY BROWNLOW, District Manager
SUBJECT: STATE PERMIT NO. 123-18 MINOR MODIFICATION
DWR PROJECT ID No.: 2018-1475
U SAC E ACTION ID NO. SAW -2018-02052
DEMLR Stormwater Permit SW8181001
Hyde Investors, LLC- revisions to previously permitted high ground work and addition of bulkhead
By copy of this memo, DCM is requesting that your agency provide any comment it may have on
- the proposed prosect to GREG BODNAR, Asst. Major permits Coordinator for DCM,
Please send any comments your agency may have to Gregg Bodnar at the DCM Morehead City
Headquarters office within 14 days of the receipt of this memo (by 4/1/19).
Please find correspondence enclosed dated received by DCM on 1/31/19 from Mrs. Ginger Turner with The
Cullipher Group, requesting a permit modification. Express State Permit No. 123-18 was issued on
11/16/2018 for upland re -development, at 403 Old Causeway Road, Carteret County. The permit expires
on 12/31/2021.
The applicant is requesting to redesign the previously permitted upland re -development and to add a new
bulkhead and 6' wide boardwalk at 403 Old Causeway Road.
A processing fee of $100 was received on 1/31/2019, #2296.
Please contact me at the Morehead City District office if you have any questions.
Ira A
CAROLINA ' �t-.r��D E.-
NORTH.E3q*Mnmzt of Efl�£Y� iDl Qualfty
North Carolina Department of EnAronmental Quality I Division of Coastal Management
Morehead City Office 1400 Commerce.Avenue I Morehead City, North Carolina 28557
252.808.2808

r
THE CULLIPHER GR®UP, P.A.
ENGINEERING & SURVEYING SERVICES
January 23, 2019
NCDEQ-Division of Coastal Management
Ms. Heather Styron
400 Commerce Avenue
Morehead City, NC 28557
RE: CAMA Major 123-18
windfare Condominiums
Request for Minor Modification
Roy,
Please accept the enclosed package for consideration of a minor modification to LAMA Major
12318. Included is an updated drawingset reflecting �
ting the revisions requested. Upon review of the sit
plan by the Town of Atlantic Beach, it was broughte
to our attention that the proposed building
separations did not meet the ordinance requirement
and resulted in q of fifteen feet. The site plan had to be revised
losing a building along Bogue Sound. This reduced the number of units to eighteen
(nine buildings) and a density of 7.89 units
per acre.
The four buildings along the canal are now proposed can be met to avoid losi p posed four feet narrower so that the separation
ng another building. The porches on the fronts of all
buildings now extend the
full width. Pervious pavement driveways are still proposed for buildings 1-7 and treat the fron
each adjacent unit. The Town of Atlantic Beach al t half of
so requires a sidewalk along the project, now shown
and is included in the impervious allocation. These changes reduced the proposed BUA within the 75'
AEC by 1,655 to 12,292 square feet. The overall impervious coverage remains at 33,301 square feet
with updated allocations.
The developers have also decided the
two feet waterway Y wool d like to construct a new bulkhead a maximum of
d from the existing bulkhead. The proposed vinyl sheet
existing alignment while removingthe Y eet pile bulkhead will follow the
higher existing jogs. By constructing the bulkhead on
g er than the existing bulkhead, the keystone wall e to two feet
longer needed Y I previously proposed along the waterfront is n
g or desired. However, the keystone retaining walls remain adjacent Buildings 1 and 7 as
proposed at Building 9.
If you have any questions or concerns regarding
contact me at(252)g ng this minor modification request, please
499-2166 or [e-mail].
Best Regards, �
RECEIVED a 0
o
C A fr- J�v", - L 00
JAN 3 1 19
eD
n�
Ginger Y. Turner PE ��
��L DCM
2
T'
CID
36-2,970 CM
HESTRON PLAZA Two
o
151-A NC H'411lY 24®°°
®REHEAU CITY, NC 28557
(252 773-
) 0090

Permit Class
NEW/EXPRESS
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
tftk LAl U rer M it
717 for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
Excavation and/or filling pursuant to NCGS 113-229
Permit Number
123-18
Issued to Hyde Investors, LLC. 8504 Towneley Place, Raleigh, IAC 27615-2026
Authorizing development in. Carteret County at Bogue Sound, 403 Old Causeway Road, Atlantic Beach, as
requested in the permittee's attached application dated 10/04/18, including workplan drawings (7), all dated
10/09/18.
This permit, issued on November 16, 2018 is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these
terms may be subject to fines, imprisonment or civil action; or may cause the permit to be null and void.
Upland Re -Development
1) Unless specifically altered herein, this permit authorizes the grading and other land disturbing
activities associated with the re -development of the above referenced property, including the
homesites, driveways, and other associated infrastructure, all as expressly and specifically set forth in
the attached permit application and workplan drawings. Any other work or development proposed in
an Area of Environmental Concern (AEC), including but not limited to the Coastal and Estuarine
Shoreline AECs and located within the applicant's property, shall require a review and authorization
from the Division of Coastal Management prior to work commencing.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
This permit must be accessible on-site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2021
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DEQ and the
Chairman of the Coastal Resources Commission.
Braxton�+ is, Director
a "Division of Cod tal Management
f
This permit and its conditions are hereby accepted.
Signature of Permittee

Hyde Investors, LLC,
ADDITIONAL CONDITIONS
Permit No. 123-18
Page 2 of 3
2) This permit does not authorize any new impervious surfaces within 30 feet of the normal high water
line.
Stormwater Mannement
3) In order to protect water quality, runoff from the construction must not visibly increase the amount of
suspended sediments in adjacent waters.
4) The Division of Energy, Mineral and Land Resources (DEMLR) approval of this project under
stormwater management rules of the Environmental Management Commission is covered by way of
Stormwater Permit No. SW8 181001, which was issued on 10/23/18. Any violation of the permit
approved by the DEMLR will be considered a violation of this CAMA permit.
Sedimentation and Erosion Control
NOTE: An Erosion and Sedimentation Control Plan maybe required for this project. If required, this
plan must be filed at least thirty (3 0) days prior to the beginning of any land disturbing activity.
Submit this plan to the Department of Environmental Quality, Land Quality Section, 127
Cardinal Drive Extension, Wilmington, NC 28405.
5) Aground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion of
any phase of grading on cut or filled slopes.
General
6) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written approval of the Division of Coastal Management.
7) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
8) This permit does not authorize the excavation or filling of any vegetated wetlands or open water areas.
9) No development activities authorized under this permit shall take place until documentation of the
completion of the purchase of the property by the permittee is provided to DCM.
10) Should the permittee's Offer to Purchase contract be terminated or should the purchase of the property
by the permittee otherwise not take place, this permit shall be revoked unless this permit is legally
transferred in accordance with Title 15A NCAC 07J .0406.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.

Hyde Investors, LLC.
ADDITIONAL CONDITIONS
Permit No. 123-18
Page 3 of 3
NOTE: The U.S. Army Corps of Engineers has assigned the proposed project SAW Action Id. No.
SAW -2018-02052.
NOTE: The N.C. Division of Water Resources determined the proposed project did not involve open
water development or non -coastal wetlands therefore did not require General Water Quality
Certification and assigned the project DWR Project No. 2018-1475.
NOTE: Any change or changes in the plans for development, construction, or land use activities will
require a re-evaluation and modification of this permit. Contact a representative of the Division at
[phone] prior to the commencement of any such activity for this determination. The
permittee is further advised that many non -water dependent activities are not authorized within 30
feet of the normal high water line.
NOTE: An Express Permit application processing fee of $2,000 was received for this project.

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