20110410 Ver 3_Application_20160316

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Legend
MHW—..------ Creek Channel Line —"— — —
(2008 survey)
Riparian Corridor Limit — — — —
MHW and MLW-----------
(per Deed) Riparian Corridor Setback — — — — — — —
Normal High Water --""— -
(l -MG 1012014) Buried Sewer Line ' '. j!"\1
Waterward Edge Marsh NCDOT ROW —
(mapped from aerial) (disputed)
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF,
UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD
PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES ONLY. IT IS THE
A PROFESSIONAL UTILITY LOCATING COMPANY.
This drawing is a compilation of various surveys and is not a
sealed survey or engineered drawing.
For CAMA permitting only. Not for construction.
LMG
a LAND MANAGEMENT GROUP me
Environmental Consultants
3805 Wrightsville Ave., Suite 15
r✓Imington, North Carolina 28403
N
NOTE. INFORMATION SHOWN ON THIS PUN IS A COMPILATION OF SEVERAL SURVEYS.
1. DEPTH CONTOURS WERE PROVIDED BY TI COASTAL SERVICES INC.
SEPTEMBER 18, 2014 SURVEY.
Hodmdel Datum: NO State Plane NADU
Ve18oa1 D.WoF MLW Beaufort Dalum
Data colleded by T Coastal on Septaotar 15, 2014 shown aM represent
oonditJonaat Jhd Sme.
Soundlnsa indicate condiCons ache ama of al,Iq aell Rlied to Pha loo
2. SPOT DEPTHS ALONG SOUTHERN PROJECT EDGE BYGAHAGN&BRYANT240200T;
TAKEN FROM MALTSON DREDGING LLC 2-162 X* PUUY. DEPTHSARE REIAPVE TO NGVDN.
MEAN LOW WATER IS -1.54 FT CONTOUR RELATIVE TO NGVOCL
3. NORMAL HIGH WATER FLAGGED BY LAND MANAGEMENT GRWP, INC.
AND SURVEYED BY TI COASTAL SERVICES INC. SEPTEMBER 18, 2014 SURVEY.
4. WATERWARD EDGE OF MARSH GRASSDIGRIZED BY TI COASTAL SERVICES INC.
AND LAND MANAGEMENT GROUP INC., WITH 2O12AND2010 NO OraMap PHOTOS.
5. EXISTING PIER, SEWER FORCE MAIN LOCATION, AND SUMMER REST ROAD
RIGHT-OF-WAY LOCATIONS PROVIDED SYJOHNME J VAUJAMS LAND SURVEYING PC
g WITH PIER LOCATION ON 4/20/07 AND FORCE MAIN LOCATION ON 12/10107 eM 52015.
/ 8. REMAINING PROPERTY BOUNDARIES, ADJACENT FEATURES AND AIWNSETBACKS
ry� PROVIDED BY MOKIM AND CREED FROM AWY 1, 2014 SURVEY COMPILEO FROM
PREVIOUS SURVEYS WITH LIMITED FIELD WORK. MCKIMANDCREEDMAY2014SURVEY
FIEIDlLOCATED BULKHEAD ON EASTERN SIDE OF AWN.
REFERENCES PROVIDED BY MCKIM AND CREED INCLUDE:
BOUNDARY ITEMS IN BLUE FROM ANAP RECORDED IN MB 24 PG
22 BY SHERWIN D. CRIBB TITLED "MAP OF SURVEY FOR
SUMMER -REST ASSWATES' DATED OCTOBER I M. AND DEED
BOOK 5031 FACE 1350.
HIGH WATER UNE ANDI.OW WATERLINE FROM A PIER AS -BUILT SURVEY
FOR BAILEY & ASSOCIATES. INC. BY JOHNNY J. W LLIAMS LAND SURVEYING, PC
DATED AUGUST 25, 2008.
ALL OTHER INFORMATION, MARSH AREA EDGE OF MARSH, PIERS,
DOCKS, FROM VARIOUS MAPS FROM MARITECH DREDGING, LLC
TITLED 'BARLEY PROJECT' DATED DECEMBER 15, 2008, AND CORS
ENTERPRIZES, LLC MAP TITLED "CAM MAJOR PERMIT PLAY BY
DUIBLE AND ASSOCIATES P.C. DATED DECEMBER IL 2000.
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CAMA Major Permit Application U'
t1sraols
Grand View Community Boating Facility
Scale:
202 Summer Rest Road, Wilmington, NC 1" = 100'
Existing Conditions Drawn By: nnr.
02-14-045
2of9

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Approx. Location
N. peramat
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✓qNG y/p ;� M/4 8 Ic N0 R
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`Shaded structures are proposed. ---------------
Legend US 1 Deck
40'
\ e, zr a
MHW — —y_ �1 r \aaea
(2008 Survey) �4 -s / R/p\� 4.
ooW \� �
MHW and MLW --/Cy I� I o R\ o % ae E \�
__--_—_--- 0 O Hain Piling
(per Deed) rs� T poR ♦ _ `� �P
Normal High Water
(LMG 10/2014)
Waterward Edge Marsh I a
(mapped from aerial) - SFTB
o'4
Creek Channel Line — — — — Fp \\ o�°oFo�
Riparian Corridor Limit — — — — \ wzNCTMrTo \\\ `\ \��P ^oe �¢J� �y
Ra No ry. �o P�
Riparian Corridor Setback------- p11Fss�p0"Cm 90
RnN p �
UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD
NCDCIT ROW PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES ONLY. IT IS THE
RESPONSIBILITY OF THE 0 WNER/APPLICANTAND/OR CONTRACTOR TO CONTACT
(disputed) A PROFESSIONAL UTILITY LOCATING COMPANY.
Proposed Dredging This drawing is a compilation of various surveys and is not a
(-4' MLW final) sealed survey or engineered drawing.
For CAMA permitting only. Not for construction.
NOTE. INFORMATION SHOWN ON THIS PIAN IS A COMPILATION OF SEVEML SURVEYS.
i DEPTH CONTOURS WERE PROVIDED BYTI COASTAL SERVICES INC.
SEPTEMBER 18 2014 SURVEY
Honzmtal Datum NO State Plane NAOB3
WrEa' Damm. MLW Beaulat Datum
new "INded try H Coaxtal on Septemlxr 15, M14 shown and represent
wM tons at Met4me
Soundngs Indtate constons at the hme o1 survey and are mNect to 5aMe.
2. SPOT DEPTHS ALONG SOUTHERN PROJECT EOGESY GAHAGN B BRYANT2-142007;
TAKEN FROM MARITECH DREDGING LLC 248F2008 PIAN, DEPTHS ARE REHATVE TO NW029
MEAN LOW WATER IS -1.54 FT CONTOUR RELATIVE TO NGVD29.
3. NORMALHIGH WATER FLAGGED BY LAND MANAGEMENT GROUP, INC.
AND SURVEYED BY TI COASTAL SERVICES INC. SEPTEMBER 18.2014 SURVEY
4. WATERWARD EDGE OF MARSH GRASS DIGITIZED BY T COASTAL SERVICES INC.
AND IAND MANAGEMENT GROUP INC., WTH 2O12 Mo 2010 NC OnWap PHOTOS.
S. METING PIER, SEWER FORCE MAIN LOCATION, AND SUMMER REST ROAD
RIGM-OF-MY LOCATIONS PROVIDED BY JOHNNIEJ W1 WAMS LAND SURJEYING PC
WITH PIER LOCATION ON 4A20/07 AND FORCE MAIN LOCATION ON 12/ImOTael 82015.
S. REMAININGPMPERtt BOUNDARIES,ADJACEWFE MRESMDMMSETBACKS
PROVIDED BY MCISM AND CREED FROM A MAY 1, 2014 SURVEY COMPIIEDFROM
PREVIOUS SORVEYS WITH LIMITED FIELD WORK. MI AND CREED MAYMI4 SURVEY
=IELDLCCATED BULKHEAD ON EASTERN SIDE OF AIM.
REFERENCES PROVIDED BY MCIOM AND CREED INCLUDE:
BOUNDARY ITEMS IN BLUE FROM A MAP RECORDED IN MB 24 PG
22 BYSHERW N D. CRIBS TTLEO'MAP OF SURVEY FOR
SUMMER REST ASSOCIATES' DATED OCTOBER 1See, Mo DEED
BOOK 5031 PAGE 1350.
HIGH WATER UNE AND LOW WATER UNE FROM A PIER AS -BUILT SURVEY
FOR ED MY& ASSOCIATES, INC. BY JOHNNY J. W WAMS IANC SURVEYING, PC
DATED AUGUST 25, 2005.
AIL OTHER INFORMATON, MARSH AREA EDGE OF MARSH, PIERS,
DOCKS, FROM VARIOUS MAPS FROM MARITECH DREDGING, LLC
TITLED "BAILEY PROIECP DATED DECEMBER 15, 2009, AND CGRS
ENTERPRIZES, LLC MAP TITLED •LAMA MAJOR PERMIT PLAT' BY
OUI&E AND ASSOCIATES P.C. DATED DECEMBER 11. SIZE,

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*Shaded structures are proposed.
Legend
A
MHW
— —-\
(2006 survey)
MHW and MLW
-----------
(per Deed)
I
Normal High Water
—HN—m—
(LMG 10/2014)
Waterward Edge Marsh
(mapped from aerial)
Creek Channel Line
Riparian Corridor Limit
Buried Sewer Line
NCDOT ROW
(disputed)
� 00{ 0098 �` ♦ I , I �
e \
\
\\ \\ O \\ II \ I
I
APPmx. Location
per Genal
4�1,40
TOA /Vo.. r' i i ' y /' /
c ;
O
BAR 1 I
HANNEL
ENSIONIt
�q
k In
q�J t \\ d• Ute'
F \; tea o®
' f Eat v
,�? \
q0 6 \ G
N ✓q 'L' h' 1 k� P
k'{�M{NTN%Tp ti�,ry
AT 90'
'F3 SU q gV� g k 0
Npp Ripp p. 9
RpNp p 6.
UTILITIES. ANY UTILITIES SHOWNTHIS PEHAVE BEEN PROVIDED BY THIRD
PARTIES AND ARE FOR GENERALL REFERENCE PURPOSES ONLY. IT C THE
RESPONSIBILITY OF THE SSIONAUTILIT LOCATING
CONTRACTOR TO CONTACT
A PROFESSIONAL UTILITY LOCATING COMPANY.
This drawing is a compliation of various surveys and is not a
sealed survey or engineered drawing. -
For CAMA permitting only. Not for construction.
I1V! GLAND MANAGEMENT GROUP we
.' Environmental Consultants
3805 Wrightsville Ave., Suite 15
Wilmington, North Carolina 213403
NOTE. INFO TIONSHOWNONTHISPLANISACOMPILATIONOFSEVERALSURVEYS.
1. DEPTH CONTOURS WERE PROVIDED BY TI COASTAL SERVICES INC.
SEPTEMBER 18. 2014 SURVEY.
Honmdel Gotum: NC State Plane NAD83
VRL,a' OaNm: MW Beaulat OdNm
Data WleNed by TI Coastal on September 15, 2014 shown and repssent
consimnsatmatnme.
S.misi a heal conditions at Ble time of lovVy end are aeNea to charge.
2. NORMALHIGH WATER FLAGGED BY LAND MANAGEMENT GROUP, INC.
AND SURVEYED BY TI COASTAL SERVICES INC. SEPTEMBER 18, MUSURVEY.
3. WATERWARD EDGE OF MARSH GRASS DIGRRED BYTI WASTALSERVICES INC.
AND LAND MANAGEMENT GRW P INC., WITH2O12AND 2010 NO OneMap PHOTOS.
4. EMSTING PIER, SEWER FORCE MAIN LOCATION, AND SUMMER REST ROAD
RIGHT -OF -WAV LOCATIONS PROVIDED BY JOHNNIE J WLLIAMS LAND SURVEYING PC
WITH PIER LOCATION ON 42O/OTAND FORCE MAIN LOCATION ON bVICAIT and=015.
S. REMAININ PROPERTYBOUNDARIES,ADJACEWFEATURESANDAIWWSETBACKS
PROVIDED BY MCKIM AND CREED FROM A MAY 1, 2014 SURVEY COMPBED FROM
PREVIOUS SURVEYS WITH NMITED FIELD WORK. MCKIM AND CREED AMYN14 SURVEY
FIELD-LOCKNO BULKHEAD ON EASTERN SIDE OF AIM..
REFERENCES PROVIDED BY MCKIM AND CREED INCLUDE:
BOUNDARY ITEMS IN BLUE FROM A MAP RECORDED IN M824 PG
22 BY SHERWIN D. CRIBB TTLED'MAP OF SURVEY FOR
SUMMER -REST ASSOCIATES' DATED OCTOBER 1984, AND DEED
BOOKM31 PACE 1350.
HIGH V,ATER LINE AND LOW WATER LINE FROM A PIERAS-BUILTSURVEY
FOR BNLEY B ASSOCIATES, INC. BY JOHNNY J. W IL AMS LAND SURVEYING, PC
DATEDAUGUST25,2008.
ALL OTHER INFORMATION, MARSH AREA EDGE OF MARSH, PIERS,
DOCKS, FROM VARIOUS MAPS FROM MARITECH DREDGING, LLC
TILLED'BAJLEY PROJECT' DATED DECEMBER 15, 2009, AND CGRS
ENTEWRIZES, LLC MAP TRIED -CAMA MAJOR PERMIT PLAT' By
OUIBLE AND ASSOCIATES P.C. DATED DECEMBER 11, 2000.
CAMA Major Permit Application
Grand View Community Boating Facility
202 Summer Rest Road, Wilmington, NC
Proposed Project with Water Depths
17
0 30 60 120
Date: Revision Date:
116/2016
Scale:Job Number:
1'I = 60' 02-14-045
Drawn By: Figure:
I hnr. 4 of 9
Ij I
I
n I
111 / I
a
In 11 _
I n I I --
, II r l
r l l 1 1
I I l I
� 00{ 0098 �` ♦ I , I �
e \
\
\\ \\ O \\ II \ I
I
APPmx. Location
per Genal
4�1,40
TOA /Vo.. r' i i ' y /' /
c ;
O
BAR 1 I
HANNEL
ENSIONIt
�q
k In
q�J t \\ d• Ute'
F \; tea o®
' f Eat v
,�? \
q0 6 \ G
N ✓q 'L' h' 1 k� P
k'{�M{NTN%Tp ti�,ry
AT 90'
'F3 SU q gV� g k 0
Npp Ripp p. 9
RpNp p 6.
UTILITIES. ANY UTILITIES SHOWNTHIS PEHAVE BEEN PROVIDED BY THIRD
PARTIES AND ARE FOR GENERALL REFERENCE PURPOSES ONLY. IT C THE
RESPONSIBILITY OF THE SSIONAUTILIT LOCATING
CONTRACTOR TO CONTACT
A PROFESSIONAL UTILITY LOCATING COMPANY.
This drawing is a compliation of various surveys and is not a
sealed survey or engineered drawing. -
For CAMA permitting only. Not for construction.
I1V! GLAND MANAGEMENT GROUP we
.' Environmental Consultants
3805 Wrightsville Ave., Suite 15
Wilmington, North Carolina 213403
NOTE. INFO TIONSHOWNONTHISPLANISACOMPILATIONOFSEVERALSURVEYS.
1. DEPTH CONTOURS WERE PROVIDED BY TI COASTAL SERVICES INC.
SEPTEMBER 18. 2014 SURVEY.
Honmdel Gotum: NC State Plane NAD83
VRL,a' OaNm: MW Beaulat OdNm
Data WleNed by TI Coastal on September 15, 2014 shown and repssent
consimnsatmatnme.
S.misi a heal conditions at Ble time of lovVy end are aeNea to charge.
2. NORMALHIGH WATER FLAGGED BY LAND MANAGEMENT GROUP, INC.
AND SURVEYED BY TI COASTAL SERVICES INC. SEPTEMBER 18, MUSURVEY.
3. WATERWARD EDGE OF MARSH GRASS DIGRRED BYTI WASTALSERVICES INC.
AND LAND MANAGEMENT GRW P INC., WITH2O12AND 2010 NO OneMap PHOTOS.
4. EMSTING PIER, SEWER FORCE MAIN LOCATION, AND SUMMER REST ROAD
RIGHT -OF -WAV LOCATIONS PROVIDED BY JOHNNIE J WLLIAMS LAND SURVEYING PC
WITH PIER LOCATION ON 42O/OTAND FORCE MAIN LOCATION ON bVICAIT and=015.
S. REMAININ PROPERTYBOUNDARIES,ADJACEWFEATURESANDAIWWSETBACKS
PROVIDED BY MCKIM AND CREED FROM A MAY 1, 2014 SURVEY COMPBED FROM
PREVIOUS SURVEYS WITH NMITED FIELD WORK. MCKIM AND CREED AMYN14 SURVEY
FIELD-LOCKNO BULKHEAD ON EASTERN SIDE OF AIM..
REFERENCES PROVIDED BY MCKIM AND CREED INCLUDE:
BOUNDARY ITEMS IN BLUE FROM A MAP RECORDED IN M824 PG
22 BY SHERWIN D. CRIBB TTLED'MAP OF SURVEY FOR
SUMMER -REST ASSOCIATES' DATED OCTOBER 1984, AND DEED
BOOKM31 PACE 1350.
HIGH V,ATER LINE AND LOW WATER LINE FROM A PIERAS-BUILTSURVEY
FOR BNLEY B ASSOCIATES, INC. BY JOHNNY J. W IL AMS LAND SURVEYING, PC
DATEDAUGUST25,2008.
ALL OTHER INFORMATION, MARSH AREA EDGE OF MARSH, PIERS,
DOCKS, FROM VARIOUS MAPS FROM MARITECH DREDGING, LLC
TILLED'BAJLEY PROJECT' DATED DECEMBER 15, 2009, AND CGRS
ENTEWRIZES, LLC MAP TRIED -CAMA MAJOR PERMIT PLAT' By
OUIBLE AND ASSOCIATES P.C. DATED DECEMBER 11, 2000.
CAMA Major Permit Application
Grand View Community Boating Facility
202 Summer Rest Road, Wilmington, NC
Proposed Project with Water Depths
17
0 30 60 120
Date: Revision Date:
116/2016
Scale:Job Number:
1'I = 60' 02-14-045
Drawn By: Figure:
I hnr. 4 of 9
0 30 60 120
Date: Revision Date:
116/2016
Scale:Job Number:
1'I = 60' 02-14-045
Drawn By: Figure:
I hnr. 4 of 9

ti� q� To
o �vT TOS �C<<OR7
j O \
c
9"0,
GAO �49 To
o
® pen
Deck
.0 e 2.0' 'azebo
,O
Ez 4 q� c,®®
O� ®.
= pi10 %
LAND MANAGEMENT IS NOT RESPONSIBLE FOR LOCATING, OR THE LOCATION OF,
THIS drawing IS a compilation Of VafI0U5 surveys is
UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD
g P and not a
PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES ONLY. ITISTHE
sealed survey or engineered drawing.
RESPONSIBIUTYOF THE OWNER/APPUCANTAND/OR CONTRACTOR TO CONTACT
For CAMA permitting only. Not for construction.
A PROFESSIONAL UTILITY LOCATING COMPANY.
3.5'
/CHANNEL
/ EXTENSION
\
NOTE. INFORMATION SHOWN ONTHIS PLAN ISA COMPILATION OF SEVERALSUWEYS.
1. DEPTH CONTOURS WERE PRODDED BY TI COASTAL SERVICES INC.
SEPTEMBER 18, 2014 SURVEY.
Hot to) Datum: NO Stale now M083
VeNaal Datum: MLW Beaulad Datum
Data aolletled by Tl Coastal oa September 15.20145hoen and.,asent
macimmoo atmalfime.
Soundings indicate conditions Nthe fime of survey aM are subject to MalMe.
2. SPOT DEPTHS ALONG SOUTHERN PROJECT EDGE BY GAHAGN a BRYAM2-14207;
TAKEN FROM MARITECH DREDGING LL02-454009PIAR. DEPTHS ARE RELATNE TO NGV029.
MEANLOW WATERIS-1.54FTCONIOURRELATIVETONGVD29.
3. NORMAL HIGH WATER FLAGGEDBY LAND MANAGEMENT GROUP, INC.
AND SURVEYED BY TI COASTAL SERVICES INC. SEPTEMBER 10, 2014 SURVEY.
4. WATERWARO EDGE OF MARSH CRASS DIGITIZED BY n COASTAL SERVICES INC.
MOUND MANAGEMENT GROUP INC., WTH 2012 AND MI NO OneMV PHOTOS.
5. EXISTING PIER, SEWER FORCEMAIN LOCATION,AND SUMMER REST ROAD
RIGHT -0F -WAY LOCATIONS PROVIDED BY JOHNNIE J WILLIAMS LAND SURVEYING PC
WITH PIER LOCATION ON 42W7PND FORCE MAIN LOCATION ON IXIV7aM 8.2015.
6. REMAINING PROPERTY BOUNDARIES, ADJACENT FEATURES AND AIWWSETBACKS
PROVIDED BY MCKIM AND CREED FROM A MAY 1, 2014 SURVEY COMPILED FROM
PREVIOUS SURVEYS NTH LIMITED FIELD WORK MCKIM AND CREED MAY 2014 SURVEY
FIELD -LOCATED BULKHEAD ON EASTERN SIDE OF AIM..
REFERENCES PROVIDED BY MCW M AND CREED INCLUDE'
BOUNDARY ITEMS IN BLUE FROM A MAP RECORDED IN MB 24 PG
22 BY SHERWIN D. CRIBB TIRED "MAP OF SURVEY FOR
SUMMER REST ASSOGATES• DATED OCTOBER 1984, AND DEED
BOOK 5031 PAGE 1350.
HIGH WATER UNE AND LOW WATER LINE FROM A PIER ASBUILTSURVEY
FOR BAILEY 6 ASSOCIATES, INC. BY JOHNNY J. WO -LAMS LAND SURVEYING, PC
DATEDAUGUST25,2008.
ALL OTHER INFORMATION, MARSH AREA EDGE OF MARSH, PIERS,
DOCKS, FROM VARIOUS MAPS FROM MARITECH DREDGING,LLC
1ULED'BALEY PROJECT• DATED DECEMBER 15, 2009, AND CORS
ENTER PRIZES, LLC MAP TITLED -CAMA MAJOR PERMIT PLAT" BY
OUISLE AND ASSOCIATES P.C. DATED DECEMBER 1L 2000.
Legend
MHW — — —
(2008 survey)
MHW and MLW - ---------
(per Deed)
Normal High Water —Hat—w—
(LMG 1012014)
Waterward Edge Marsh
(mapped from aerial)
Creek Channel Line — ----
Riparian Corridor Limit — — — —
Riparian Corridor Setback — — — — — — —
Buried Sewer Line
NCDOT ROW — —
(disputed) *Shaded structures are proposed.
0 20 40 80
osltionof
\
3.5'
Blain Piling
\ .\
in Place �P
\I
340-
w MUD
.I Air `.
NOTE. INFORMATION SHOWN ONTHIS PLAN ISA COMPILATION OF SEVERALSUWEYS.
1. DEPTH CONTOURS WERE PRODDED BY TI COASTAL SERVICES INC.
SEPTEMBER 18, 2014 SURVEY.
Hot to) Datum: NO Stale now M083
VeNaal Datum: MLW Beaulad Datum
Data aolletled by Tl Coastal oa September 15.20145hoen and.,asent
macimmoo atmalfime.
Soundings indicate conditions Nthe fime of survey aM are subject to MalMe.
2. SPOT DEPTHS ALONG SOUTHERN PROJECT EDGE BY GAHAGN a BRYAM2-14207;
TAKEN FROM MARITECH DREDGING LL02-454009PIAR. DEPTHS ARE RELATNE TO NGV029.
MEANLOW WATERIS-1.54FTCONIOURRELATIVETONGVD29.
3. NORMAL HIGH WATER FLAGGEDBY LAND MANAGEMENT GROUP, INC.
AND SURVEYED BY TI COASTAL SERVICES INC. SEPTEMBER 10, 2014 SURVEY.
4. WATERWARO EDGE OF MARSH CRASS DIGITIZED BY n COASTAL SERVICES INC.
MOUND MANAGEMENT GROUP INC., WTH 2012 AND MI NO OneMV PHOTOS.
5. EXISTING PIER, SEWER FORCEMAIN LOCATION,AND SUMMER REST ROAD
RIGHT -0F -WAY LOCATIONS PROVIDED BY JOHNNIE J WILLIAMS LAND SURVEYING PC
WITH PIER LOCATION ON 42W7PND FORCE MAIN LOCATION ON IXIV7aM 8.2015.
6. REMAINING PROPERTY BOUNDARIES, ADJACENT FEATURES AND AIWWSETBACKS
PROVIDED BY MCKIM AND CREED FROM A MAY 1, 2014 SURVEY COMPILED FROM
PREVIOUS SURVEYS NTH LIMITED FIELD WORK MCKIM AND CREED MAY 2014 SURVEY
FIELD -LOCATED BULKHEAD ON EASTERN SIDE OF AIM..
REFERENCES PROVIDED BY MCW M AND CREED INCLUDE'
BOUNDARY ITEMS IN BLUE FROM A MAP RECORDED IN MB 24 PG
22 BY SHERWIN D. CRIBB TIRED "MAP OF SURVEY FOR
SUMMER REST ASSOGATES• DATED OCTOBER 1984, AND DEED
BOOK 5031 PAGE 1350.
HIGH WATER UNE AND LOW WATER LINE FROM A PIER ASBUILTSURVEY
FOR BAILEY 6 ASSOCIATES, INC. BY JOHNNY J. WO -LAMS LAND SURVEYING, PC
DATEDAUGUST25,2008.
ALL OTHER INFORMATION, MARSH AREA EDGE OF MARSH, PIERS,
DOCKS, FROM VARIOUS MAPS FROM MARITECH DREDGING,LLC
1ULED'BALEY PROJECT• DATED DECEMBER 15, 2009, AND CORS
ENTER PRIZES, LLC MAP TITLED -CAMA MAJOR PERMIT PLAT" BY
OUISLE AND ASSOCIATES P.C. DATED DECEMBER 1L 2000.
Legend
MHW — — —
(2008 survey)
MHW and MLW - ---------
(per Deed)
Normal High Water —Hat—w—
(LMG 1012014)
Waterward Edge Marsh
(mapped from aerial)
Creek Channel Line — ----
Riparian Corridor Limit — — — —
Riparian Corridor Setback — — — — — — —
Buried Sewer Line
NCDOT ROW — —
(disputed) *Shaded structures are proposed.
0 20 40 80

mre
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cod,® 60�`
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���Miti oF
T T T T T`L
cTo o
a nlni .FsanfaQNN F FOR I OCATIN(; OR THE LOCATION OF.
Spot Depths Relative to UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD
NGVD29. MLW is -1.54 PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES ONLY. IT IS THE
below NGVD29. RESPONSIBILITY OF THE OWNERfAPPLICANT AND/OR CONTRACTOR TO CONTACT
A PROFESSIONAL UTILITY LOCATING COMPANY.
Contours Relative to MLW. -
This drawing is a compliation of various surveys and is not a
sealed survey or engineered drawing.
For CAMA permitting only. Not for construction.
If
LAND MANAGEMENT GROUPS,.
' Environmental Consultants
3805 Wrightsville Ave., Suite 15
W Imington, North Carolina 28403
Im
NOTE. INFORMATIONSHOWN ON THIS PLAN ISA COMPILATION OF SEVERAL SURVEYS.
1. DEPTH CONTOURSVVERE PROVIDED BY TI COASTAL SERVICES INC.
SEPTEMBER 10, 2014SURVEY.
Hodmntal Datum; NO State Plane NA003
Valiant Oa1um: MLW B"i"f dDatum
Data ccOeded by TI Coastal on September 15, 2014ahann and represent
condifioosatth.h..
Soundings Indicate conditions at the tlme of survey eM areanHect to charee.
2. SPOT DEPTHS ALONG SOUTHERN PROJECT EDGE BY GPRAGN B BRYANT2-132001;
TAKEN FROM MARITECH DREDGING LLC 2-1&2009PLAN. DEPTHS ARE REU DVE TONG/D29.
MEAN LOW WATER IS -1.54 FT CONTOURRELATIVETO WVD29.
3. NORMAL HIGH WATER FLAGGED OY LAND MANAGEMENT GROUP, INC.
AND SURVEYED BY TI COASTAL SERVICES INC. SEPTEMBER 18, 2014 SURVEY.
4. WATERWARD EDGE OF MARSH GRASS DIGITIZED BY N COASTAL SERVICES INC.
AND LAND MANAGEMENT GROUP INC., NTH 2012 AND 2010 NO ORMap PHOTOS.
S. EXISTING PIER. SEWER FORCE MAIN LOCATIORMI) SUMMER REST ROAD
RIGHT,DF-WAY LOCATIONS PROVIDED BY JOHNNIE J W U-1AAIS LAND SURVEYING PC
WITH PIER LOCATION ON 420107 AND FORCE MAIN LOCATION ON IV10(send 82015.
6. REMAINING PROPERTY BOUNMMES,ADJAOEW FEATURESANDAIWW SETBACKS
PROVIDED BYMCKIM AND CREED FROM AMAY 1, 2014 SURVEY COMPILED FROM
PREVIOUS SURVEYS Va1TH LIMITED FIELDWORK. MCKIM AND CREED MAY 2014 SURVEY
FIELRLOCATEO BULNIEAD ON EASTERN SIDE OFAIWW.
REFERENCES PROVIDED BY MCKIM AND CREED INCLUDE:
BOUNDARY ITEMS IN BLUE FROM A MAP RECORDED IN MB 24 PG
22 BY SHERW N 0. CRIBB TITLED 'MAP OF SURVEY FOR
SUMMER-RESTASSOCIATES' DATED OCTOBER 1984, AND DEED
BOOK 5031 PAGE 1350.
HIGH WATER UNE AND LOW WATER LINE FROM A PIERASBUILT SURVEY
FOR BAILEY 0 ASSOCIATES, INC. BY JOHNNY d VA WAMS LAND SURVEYING, PC
DATED AUGUST 25 2000
ALL OTHER INFORMATION MARSH AREA EDGE OF MARSH, PIERS,
DOCKS FROM VARIOUS MAPS FROM MARRECH DREDGING,LLC
TITLED°BAILEY PROJECT" DATED DECEMBER 15, 2009, AND CGRS
ENTERPRIZES, ILC MAP TITLED-GAMA MAJOR PERMIT PIAT' BY
OUIBLE AND ASSOCIATES P.C. DATED DECEMBER 11, 2000.
Legend
MHW — -- —
(2008 survey)
MHW and MLW-----------
(per Deed)
Normal High Water ---
(LMG 10/2014)
Waterward Edge Marsh
(mapped from aerial)
Creek Channel Line — — — —
Riparian Corridor Limit
Riparian Corridor Setback -------
Buried Sewer Line
Proposed Dredging
(-4' MLW final)
NCDOT ROW — —
(disputed) 0 15 30 60
CAMA Major Permit Application
Grand View Community Boating Facility
202 Summer Rest Road, Wilmington, NC
Proposed Dredging
Revision Date:
1/612016
Job Number:
V = 30' 02-14-045
LMG I - 6 of 9
r
I
I
I
\
________--\
-------
mre
ITA
"A.
ilBt ♦\\ all[
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1
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cod,® 60�`
OYS-VER
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i
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5\ - --
ace
q L ( ®®
N �Jq 0
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T T T T T`L
cTo o
a nlni .FsanfaQNN F FOR I OCATIN(; OR THE LOCATION OF.
Spot Depths Relative to UTILITIES. ANY UTILITIES SHOWN ON THIS PLAN HAVE BEEN PROVIDED BY THIRD
NGVD29. MLW is -1.54 PARTIES AND ARE FOR GENERAL REFERENCE PURPOSES ONLY. IT IS THE
below NGVD29. RESPONSIBILITY OF THE OWNERfAPPLICANT AND/OR CONTRACTOR TO CONTACT
A PROFESSIONAL UTILITY LOCATING COMPANY.
Contours Relative to MLW. -
This drawing is a compliation of various surveys and is not a
sealed survey or engineered drawing.
For CAMA permitting only. Not for construction.
If
LAND MANAGEMENT GROUPS,.
' Environmental Consultants
3805 Wrightsville Ave., Suite 15
W Imington, North Carolina 28403
Im
NOTE. INFORMATIONSHOWN ON THIS PLAN ISA COMPILATION OF SEVERAL SURVEYS.
1. DEPTH CONTOURSVVERE PROVIDED BY TI COASTAL SERVICES INC.
SEPTEMBER 10, 2014SURVEY.
Hodmntal Datum; NO State Plane NA003
Valiant Oa1um: MLW B"i"f dDatum
Data ccOeded by TI Coastal on September 15, 2014ahann and represent
condifioosatth.h..
Soundings Indicate conditions at the tlme of survey eM areanHect to charee.
2. SPOT DEPTHS ALONG SOUTHERN PROJECT EDGE BY GPRAGN B BRYANT2-132001;
TAKEN FROM MARITECH DREDGING LLC 2-1&2009PLAN. DEPTHS ARE REU DVE TONG/D29.
MEAN LOW WATER IS -1.54 FT CONTOURRELATIVETO WVD29.
3. NORMAL HIGH WATER FLAGGED OY LAND MANAGEMENT GROUP, INC.
AND SURVEYED BY TI COASTAL SERVICES INC. SEPTEMBER 18, 2014 SURVEY.
4. WATERWARD EDGE OF MARSH GRASS DIGITIZED BY N COASTAL SERVICES INC.
AND LAND MANAGEMENT GROUP INC., NTH 2012 AND 2010 NO ORMap PHOTOS.
S. EXISTING PIER. SEWER FORCE MAIN LOCATIORMI) SUMMER REST ROAD
RIGHT,DF-WAY LOCATIONS PROVIDED BY JOHNNIE J W U-1AAIS LAND SURVEYING PC
WITH PIER LOCATION ON 420107 AND FORCE MAIN LOCATION ON IV10(send 82015.
6. REMAINING PROPERTY BOUNMMES,ADJAOEW FEATURESANDAIWW SETBACKS
PROVIDED BYMCKIM AND CREED FROM AMAY 1, 2014 SURVEY COMPILED FROM
PREVIOUS SURVEYS Va1TH LIMITED FIELDWORK. MCKIM AND CREED MAY 2014 SURVEY
FIELRLOCATEO BULNIEAD ON EASTERN SIDE OFAIWW.
REFERENCES PROVIDED BY MCKIM AND CREED INCLUDE:
BOUNDARY ITEMS IN BLUE FROM A MAP RECORDED IN MB 24 PG
22 BY SHERW N 0. CRIBB TITLED 'MAP OF SURVEY FOR
SUMMER-RESTASSOCIATES' DATED OCTOBER 1984, AND DEED
BOOK 5031 PAGE 1350.
HIGH WATER UNE AND LOW WATER LINE FROM A PIERASBUILT SURVEY
FOR BAILEY 0 ASSOCIATES, INC. BY JOHNNY d VA WAMS LAND SURVEYING, PC
DATED AUGUST 25 2000
ALL OTHER INFORMATION MARSH AREA EDGE OF MARSH, PIERS,
DOCKS FROM VARIOUS MAPS FROM MARRECH DREDGING,LLC
TITLED°BAILEY PROJECT" DATED DECEMBER 15, 2009, AND CGRS
ENTERPRIZES, ILC MAP TITLED-GAMA MAJOR PERMIT PIAT' BY
OUIBLE AND ASSOCIATES P.C. DATED DECEMBER 11, 2000.
Legend
MHW — -- —
(2008 survey)
MHW and MLW-----------
(per Deed)
Normal High Water ---
(LMG 10/2014)
Waterward Edge Marsh
(mapped from aerial)
Creek Channel Line — — — —
Riparian Corridor Limit
Riparian Corridor Setback -------
Buried Sewer Line
Proposed Dredging
(-4' MLW final)
NCDOT ROW — —
(disputed) 0 15 30 60
CAMA Major Permit Application
Grand View Community Boating Facility
202 Summer Rest Road, Wilmington, NC
Proposed Dredging
Revision Date:
1/612016
Job Number:
V = 30' 02-14-045
LMG I - 6 of 9

Cross Section A
Proposed Dredging
A
Mooring Pile Floating Finger
o
Floating Dock Spine
A
10
10
6
6
MHW
I I I I I 1 11 1
22
—muvv-
-2
-22
-6
-6
-10
-10
0+00
Piling depths 0+50
1+00
per contractor Ex . Grade Grade
Ex
Excavation
Area
t
0 10 20
40
Project:
CAMA Major Permit Application Date: 11612016
Revision Date:
LMG
Grand View Community Boating Facility
Vertical Datum Is NAVID 88.
LAND MANAGEMENT GROUP,�,
EoWmoroaarni C.mlroot%
Scale:
202 Summer Rest Road, Wilmington, NC 1" = 20'
Job Number:
02-14-045
Water Depths Are Relative To MLW
805 Wrightm(ta Ave., Suite 15
Wilmington, Noah Carolina 28403
Title:
Proposed Dredging Cross Section Drawn By:
Figure:
7 9
Jal9pthgoe 910-452-0001
LMG
of

PROPOSE
DEED A
O
-5
-10
-15
vl4ilw I I
HANNELEX_rENSION v INTRACOASTAL
ENGINEERING, PLLC
Open
I / . \ Vf�AE.
Deck
Aj
zeb �%K WILMINGTON 5725 Oleander Dr. Unit E-7
Wilmington, North Carolina 28403
Phone: 9 10.
i ` ` C3 -0662
8598983
W IGHTSVILLE License Number P
:--'—N BEACH
I P
e ain
40 20' 0 40 8o'
i VA
0
'o
Scale: I"=40'N z
o.X
0- 0
94
w
>
c�
N
37.8'
I /--PROPOSED PILINGS-\
-0+40 -0+20 0+00 -EXISTING NM 0+20
NOTE: i) CONTRACTOR TO PHYSICALLY VERIFY DEPTH OF ALL UrILITIFS
PRIORTO CONSTRUCTION. ENGINEER TO BE NOTIFIED OF ANY CONFLICTS
PRIOR TO CONSTRUCTION.
PROFILE i -i AT BAILEY DOCKS
HORIZ. i" =1o'
VERT. I" = 5'
0
PROPOSED-\
DREDGE
APPROXIMATE
FUTURFSLOPE
_5
-10
00
0+00 0+20
0
Z
16-35'–
1/8/2016
NOTE: 1) CONTRACTOR TO
PHYSICALLY VERIFY DEPTH OF ALL UTILITIES
APPROVED: CDC
SCALE:
VARIES
PRIOR TO CONSTRUCTION.
ENGINEER TO BE NOTIFIED OF ANY CONFLICTS
PRIOR TO CONSTRUCTION.
EXISTING
BOTTOM
PROFILE 2-2
AT BAILEY DOCKS
2.6E;'
COVER
EXISTING BOTTOM
N-G-P)h
F - — -- — --
3.2
-0+40 -0+20 0+00 -EXISTING NM 0+20
NOTE: i) CONTRACTOR TO PHYSICALLY VERIFY DEPTH OF ALL UrILITIFS
PRIORTO CONSTRUCTION. ENGINEER TO BE NOTIFIED OF ANY CONFLICTS
PRIOR TO CONSTRUCTION.
PROFILE i -i AT BAILEY DOCKS
HORIZ. i" =1o'
VERT. I" = 5'
0
PROPOSED-\
DREDGE
APPROXIMATE
FUTURFSLOPE
_5
-10
00
0+00 0+20
0
Z
16-35'–
1/8/2016
NOTE: 1) CONTRACTOR TO
PHYSICALLY VERIFY DEPTH OF ALL UTILITIES
APPROVED: CDC
SCALE:
VARIES
PRIOR TO CONSTRUCTION.
ENGINEER TO BE NOTIFIED OF ANY CONFLICTS
PRIOR TO CONSTRUCTION.
EXISTING
BOTTOM
PROFILE 2-2
AT BAILEY DOCKS
2.6E;'
COVER
N-G-P)h
F - — -- — --
C)
z
05
.2 LL
0)
C:
2- 0 2
mnnl //(L
E
C�0
SS'
N
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**
E
0
0
SEAL F L ')
In 4)
0325,55", < E 0
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c: U) CL
C9
CLIENT INFORMATION:
BAILEY & FULLER
PROPERTIES, LLC
P.O. BOX 400
JACKSONVILLE, NC 28541
(9 10) 346-8443 Office
[phone] Fax
DRAWN: JAE SHEET SIZE: 11 X 17
-0+20
0+00 0+20
CHECKED: CDC
DATE:
1/8/2016
NOTE: 1) CONTRACTOR TO
PHYSICALLY VERIFY DEPTH OF ALL UTILITIES
APPROVED: CDC
SCALE:
VARIES
PRIOR TO CONSTRUCTION.
ENGINEER TO BE NOTIFIED OF ANY CONFLICTS
PRIOR TO CONSTRUCTION.
PROJECT NUMBER:
2014-036
PROFILE 2-2
AT BAILEY DOCKS
SHEETNUMBFR:
HORIZ. i" = id
VERT. I"= 5'
SHEET I OF I