20051795 Ver 1_DCM Permit_20080523

Permit Class ?T p 5 _ 11 S-, 0'1 Permit Number
MODII ICATION/MINOR 44-07
STATE OF NORTH CAROLINA 1 LO
Department of Environment and Natural Resources
and
Coastal Resources Commission l'a
MAY 2 3 2008
Vermit
for ?pS AND SI EORNNtRBRA
X Major Development in an Area of Environmental) Concern
pursuant to NCGS I I3A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Riverfront Marina, c/o City Marina of Wilmington, LLC, 7741 Market St., Suite H, Wilmington, NC 28411
Authorizing development in New Hanover County at Cape Fear River along Wilmington
waterfront , as requested in the permittee's application letter dated 3/26/08, including
attached workplan drawings (7) Drawings 1-6 all dated revised 1/4/08 & Drawing M1 dated revised 3/20/08
This permit, issued on May 212008 , 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.
1) Unless specifically altered herein, this minor modification authorizes the following modifications to
the originally permit design, all as specifically depicted in the application letter dated 3/26/08 and the
attached"workplan drawings:
a. A revision of the previously authorized marina basin dredge limits,
b. A revision of the location of dredge disposal areas,
c. A revision in the alignment of a section of the previously authorized bulkhead, and
d. A reconfiguration of the previously authorized marina, resulting a a reduction in the number
of authorized open water boat slips from 204 to 195.
(See attached sheet for Additional Conditions)
This permit action may be appealed by the permittee or
other qualified persons within twenty (20) days of the issuing
date. An appeal requires resolution prior to work initiation or
continuance as the case may be.
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, 2010
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 DENR and the
Chairman of the Coastal Resources Commission.
1
--) !i
James • .?Gregson, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee
Riverfront Marina
c/o City Marina of Wilmington, LLC
ADDITIONAL CONDITIONS
Marina Facility
Permit #44-47 =
Page 2 of 2 '
2) The permittee is reminded that Condition No. 11 of the original of Permit 44-07 remains in force under
this minor modification. This condition reads as follows:
In accordance with commitments made by the permittee, 32 slips shall be designated as transient
docks. This transient designation shall remain in force for the life of the permitted project.
3) This minor modification does not eliminate the need to obtain any additional state, federal or local
permits, approvals or authorizations that may be required, including any authorizations that may be
required from the U.S. Army Corps of Engineers, or any authorizations resulting from the handling,
containment, and/or disposal of contaminated materials.
4) This minor modification shall be attached to the original of Permit No. 44-07, which was issued on
3/30/07, and copies of both documents shall be readily available on site when a Division representative
inspects the project for compliance.
5) All conditions and stipulations of the original permit remain in force under this minor modification
unless specifically altered herein.

REVISED DREDGING AND DISPOSAL CONSTRUCTION PLANS FOR ;
THE CITY MARINA WILMINGTON, LLC
WILMINGTON, NORTH CAROLINA
oB rsr R„ rs, mar DRAWING INDEX E? I g z
1 COVER SHEET '
2 SITE LAYOUT - EXISTING CONDITIONS - Cl OF 2
3 SITE LAYOUT - EXISTING CONDITIONS • 2 OF 2
`rysr ?? vaR-G ° .c 11 4 PROPOSED SEDIMENT SAMPLE LAYOUT
? C IF t 5 PROPOSED SOIL STAGING AREAS g u o
PPD oFFlce „ 4pE rE 6 DETAIL SHEET ww?
COMPIE% 3 -T I 9R C > J W
?,?. ? OMMLNrTY rsrN Nag N
rw+Rrr,Fnsr GnE FEAR aER PARKING H CD(LFG? ¢FO 0
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W ARE BLDG FUTURE SLOG FUTURE HOTEL
... N.cT I S ' u„rr rER sr xoxr„wnrFa 2 S Q SJ
i
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PROPOSED wn sr 2 1°
VICINITY MAP I caNYENnoN'
NOTES: .--
1. G?L e
BASEMAP PROVIDED BY CRISER R I V E R F R O N T CENTER a e
TROUT AN TANNER CONSULTING RECEIVED
ENGINEERS WITH UPDATES BASED MAR 1 N A - ry
ON CATLIN FIELD RECONNAISSANCE. _
2. THESE DREDGING AND DISPOSAL ON, NC
CONSTRUCTION PLANS ARE O g
N Rr DCM WILMINGT dw
SUPPORTING DOCUMENTS yE.gs -
FOR THE DREDGING. DISPOSAL.
GROUNDWATER RG SAMPLING AND T C E c
PEAR 0 ZQO$ PLAN. BOTH DOCUMENTS SHOULD BE R/VER
REVIEWED BY CONTRACTOR
PRIOR TO START OF WORK.
3. SEDIMENTATION AND EROSION
CONTROL PLAN WILL BE
PREPARED BY OTHERS UNDER
A SEPARATE SUBMITTAL. THESE SEC
MEASURES SHOULD BE IMPLEMENTED
PRIOR START OF THIS WORK.
4. NOTIFY THE MARINA IN THE EVENT OF ?L
DISCOVERY OF ANY UNKNOWN
HISTORICAL ARCHAEOLOGICAL REMAINS.
5. THE TEMPORARY PLACEMENT OF s
` a
EXCAVATED FILL MATERIALS WITHIN n'PCpj OR"
WATERS OR VEGETATED WETLANDS f/ -' bm
IS NOT PFRMITTED. mwr w?RO / c > : 5 ry
SITE MAP a °
No su?E ????e?
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EXISTING ELEVATION (PRE-DREDGE)
-10 PROPOSED DREDGE ELEVATION OR GRADE v'
® INJECTION/SPARGE WELL(CATLIN FIELD LOCATED)
\
® ABC INJECTION WELL(CATLIN FIELD LOCATED)
. Cl
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B SOIL BORING (APPROXIMATE LOCATIONS)
P- -1
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SURFACE WATER SAMPLE (APPROXIMATE LOCATION S) ? -
SC=SURFACE SOIL SAMPLE
NOTE:
1. BASE MAP SUPPLIED BY CRISER TROUTMAN TANNER CONSULTING ENGINEERS WITH -

- `

GP • GEOPROBE SOIL SAMPLE
UPDATES BASED ON CATLINLIN FIELD RECONNAISSANCE. 2. A PORTION OF THE SAMPLE LOCATIONS. SOIL BORINGS. MONITORING WELLS ARE -
-
' - O
SW- SURFACE WATER SAMPLE ILLUSTRATED AS APPROXIMATE. APPROXIMATE LOCATIONS BASED ON REFERENCE TO
`
AVAILABLE EXISTING SITE FEATURES ILLUSTRATED ON BASE MAP AND COMPARISON TO \ -

MW = MONITORING WELL
REPORTS PREPARED BY OTHERS. REFER TO SUPPORTING TEXT FOR PREVIOUS REPORT
SOURC
I
S
C
FI
OC
- -
_ -
?.

SA SOIL SAMPLE
E
.
ATL
N
ELD L
ATED ITEMS ARE BASED ON SITE OBSERVATIONS, FIELD
MEASUREMENTS AND GPS SURVEYS. SiENT
- A" UNE - -
`' - O

HIGH WATER LINE (CATLIN FIELD LOCATED) 7. ALL UNDERGROUND UTILITIES ARE APPROXIMATE AND ARE TO BE LOCATED BY CONTRACTOR
PRIOR TO START OF WORK.
6. HIGH WATERLINE IB DIVIDER FOR SEDIMENT VERSUS SOIL TO BE EXCAVATED AND 6 BASED
` nS
. J
_
RECE
ON CATLINS FIELD RECONNAISSANCE. ACTUAL LOCATION TO BE LOCATED BY REGISTERED
LA
NDSURVEYOREORBROWNFIELDSAGREEMENT ` ?'J -

sc,? ...... .
5. REFER TO TABLES OF THE SUPPORTING TEXT FOR AVAILABLE SOIL ANALYTICAL
LABORATORY DATA ASSOCIATED WITH REFERENCED SAMPLE LOCATIONS. ?•L ?lL A'
ACM WILMINGTON
NC

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LEGEND -.

EXISTING ELEVATION (PRE-DREDGE)

=0 PROPOSED DREDGE ELEVATION OR GRACE gryl \
® INJECTIOWSPARGE WELL (CATLIN FIELD LOCATED)

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Mw?owa [-, ?
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(0-

ABC INJECTION WELL(CATLIN FIELD LOCATED)
-
\
9 MONITORING WELL (CATLIN FIELD LOCATED)
® MONITORING (APPROXIMATE WELL LOCATIONS)
NOTE:

- -
B SOIL BORING (APPROXIMATE (APPRO%IMATE t. BASE MAP SUPPLIED BY CRISER AN TANNER CONSULTING ENGINEERS WITH \
UPDATES BASED ONCATLIN LIN FIELD RECONNAISSANCE.
SURFACE WATER SAMPLE (APPROXIMATE LOCATIONS) 2. A PORTION THE SAMPLE LOCATIONS, SOIL BORINGS MONITORING WELLS ARE
ILLUSTRATED D APPROXIMATE. APPROXIMATE
LOCATIONS BASED ON REFERENCE TO
SS =SURFACE SOIL SAMPLE E
AVMIABLE EXIS STING SITE FEATURES ES ILLUSTRATED ON ON BASE IMP AND COMPARISON
REPORTS PREPAREDLY OTHERS. REFER FER TO SUPPORTING TEXT FOR PREVIOUS REPORT
GP = GEOPROBE SOIL SAMPLE SOURCES. CATLIN FIELD LOCATED ITEMS ARE BASED ON SITE OBSERVATIONS ATpNS. FIELD
ELD
MEASUREMENTS AND GPS SURVEYS.
SW SURFACE WATER SAMPLE J. ALL
ARE APPROXIMATE AND ARE TO BE LOCATED BY CONTRACTOR
R TO START OF WORK.
PRKM TO START .
W
ORK
MW =MONITORING WELL A. HIGH WATERLINE IS
DIVIDER
IS FOR SEDIMENT VERSUS SOIL TO BE EXCAVATED AND IS BASED
ON CATLIN'S FIELDRECONN RECONNAISSANCE. ACTUAL LOCATION TO BE LOCATED BY REGISTERED
SA=SOIL SAMPLE LANE SURVEYOR FOR BROWNFIELDS AGREEMENT.
5. REFER TO TO TABLES THE SUPPORTING TEXT %T FOR
FOR
M
SUP
LE SOIL ANALYTICAL
HIGH WATER LINE (CATLIN FIELD LOCATED) A
P
ASSOCIATED WITH REFERENCED D SAMPLE LOCATIONS.
LABORATORY DATA ASSOCIATED
TIONS.

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RECEIVED
DCM WILMINGTON, NC
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LEGEND

EXISTING ELEVATION
PRE
DREDGE ? ?
??-
(
-
) ? ® ®
` ® ® ,\
, uA F
L t? PROPOSED DREDGE ELEVATION OR GRADE
INJECTIONISPARGE WELL(CATLIN FIELD LOCATED)

ABC INJECTION WELL (CATLIN FIELD LOCATED)
!,
i
MONITORING WELL (CATLIN FIELD LOCATED) ' -
t
® ® ® ®
i
\ _ ?.
MONITORING WELL (APPROXIMATE LOCATIONS)
1
SOIL BORING (APPROXIMATE LOCATIONS) \ '
SURFACE WATER SAMPLE (APPROXIMATE LOCATIONS)
® PROPOSED SEDIMENT SAMPLE LOCATIONS NOTE:
1. BASE MAP SUPPLIED BY CRISER TROUTMAN TANNER CONSULTING ENGINEERS WITH ' - ,
SS = SURFACE SOIL SAMPLE UPDATES BASED ON CATLIN FIELD RECONNAISSANCE
Z A PORTION OF THE SAMPLE LOCATIONS. SOIL BORINGS. MONITORING WELLS ARE
ILLUSTRATED AS APPROXIMATE
APPROXIMATE LOCATIONS BASED ON REFERENCE TO
GP= GEOPROBE SOIL SAMPLE .
AVAILABLE EXISTING SITE FEATURES ILLUSTRATED ON BASE MAP AND COMPARISON TO
SW = SURFACE WnTFR SAMPLE REPORTS PREPARED BY OTHERS. REFER TO SUPPORTING TEXT FOR PREVIOUS REPORT
SOURCES. CATLIN FIELD LOCATED ITEMS ARE BASED ON SITE OBSERVATIONS, FIELD - ` -
RECEIVED I

=
MW MONITORING WELL MEASUREMENTS AND GPS SURVEYS.
\
ARE APPROXIMATE AND ARE TO BE LOCATED BY CONTRACTOR
J. ALL UNDERGROUND J
=
SA SOIL SAMPLE PRKM TO START .
WORK.
A. HIGH WATERLINE IS WORK IS DIVIDER FOR SEDIMENT VERSUS 301E TO BE EXCAVATED AND IS BASED

DC M
,NG
W i LM I N N
/ 1
HIGH WATER LINE (CATLIN FIELD LOCATED) ON CATLIN'S FIELD RECONNAISSANCE. ACTUAL LOCATION TO BE LOCATED BY REGISTERED
LAND SURVEYOR FOR BROWNFIELDS AGREEMENT.
5. REFER TO SUPPORTING TEXT FOR SAMPLING PUN SPECIFICS TO BE IMPLEMENTED. It
APR n (? Z008
APR 1
i }
l
1
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LEGEND
. - ?. 3
? . i
EXISTING ELEVATION (PRE-DREDGE)
-10 PROPOSED DREDGE ELEVATION OR GRADE `?\ \ uAF
INJECTIONSPARGE WELL(CATLIN FIELD LOCATED)
`
-
ABC INJECTION WELL (CATLIN FIELD LOCATED)
MONITORING WELL (CAT(IN FIELD LOCATED)
MONITORING WELL (APPROXIMATE LOCATIONS) y ` - '
l -
SOIL BORING (APPROXIMATE LOCATIONS) `-
- ? y
l
SURFACE. WATER SAMPLE (APPROXIMATE LOCATIONS) ? -
SS = SURFACE SOIL SAMPLE NOTE:
1. BASE MAP SUPPLIED BY CRISER TROUTMAN TANNER CONSULTING ENGINEERS WITH

GP a GEOPROBE SOIL SAMPLE UPDATES BASED ON CATLIN FIELD RECONNAISSANCE.
2. A PORTION OF THE SAMPLE LOCATIONS, SOIL BORINGS. MONITORING WELLS ARE - F - -

SW =SURFACE WATER SAMPLE ILLUSTRATED AS APPROXIMATE. APPROXIMATE LOCATIONS BASED ON REFERENCE TO
AV LE EXISTING SITE FEATURES ILLUSTRATED ON BASE MAP AND COMPARISON TO
- - -

MW=MONITORINGWELL REPORTS PREPARED BY OTHERS. REFER TO SUPPORTING TEXT FOR PREVIOUS REPORT

SOURCES. CATLIN FIELD LOCATED ITEMSAREBASED ONSITE OBSERVATIONS,FIELD
/''?

SA = SOIL SAMPLE
MEASUREMENTS AND On SURVEYS.

J. ALL UNDERGR VINO UTILITIES ARE APPROXIMATE AND ARE TO BE LOCATED BY CONTRACTOR {
CD- - -
RECEIV
LLLi///

- -

HIGH WATER LINE (CATLIN FIELD LOCATED)
PRIOR TO START OF WORK.
HIGH WATER R LINE IS IS DIVIDER FOR SEDIMENT VERSUS SOIL TO BE EXCAVATED AND 5 BASED ^
NC
LJ
D V ILtl/? / WILMINGTON
ON CATLIWS FIELD RECONNAISSANCE. ACTUAL LOCATION TO BE LOCATED BY REGISTERED ,
LAND SURVEYOR FOR BROWNFIELDS AGREEMENT.
5. REFER TO THE SUPPORTING TEXT FOR DISCUSSION ON SOL STAGING AREAS.
APR
6 r S1p. 52E?PBC ?1EILiE"
?M SiRAFEIC RAiE?,
SUMP DETAIL
SCALE:NTS
SOIL STAGING AREA OUTSIDE MARINA FOOTPRINT
SCALE:NTS
SOIL STAGING AREA INSIDE MARINA FOOTPRINT,
CROSS SECTION
SCALE:NTS
e'iMC"-% DsMC M, iE"
PLAN VIEW - SUMP
SCALE:NTS
RECEIVED
DCM WILMINGTON, NC
APR 0 8 2008
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SITE DATA TABLE ®B0AT SLIP COUNT R=io o
PROJECT ADDRESS: 10 HARNETT ST, BUILDING SIZE: PHASE I DOCKMASTER 0' FROM RIVER IMPERVIOUS SURFACE: AREA BEFORE AREA AFTER PIER PIER SLIP NO. OF NO. OF TOTAL NO. OF w i3`i o 5
wawtNOraN, N, C. 26401 MAX. HALLOW. 35.00' DESIGNATION LENGTH LENGTH STANDARD SLIPS TRANSIENT SLIPS SLIPS PER PIER
PHASE I MARINA 466.092 SF WA PIER A 511.50' 23
60' 1 24 z >I; w m
ZONING DISTRICT: CENTRAL BUSINESS DISTRICT (CBD) ACT, H: 2 STORIES 0 10'r AOFF LOGO 35.00' RIVERWALK 85.764 SF 45,004 SF - -_- _ 31 ?z?x
RIVERWALK SHELTER 16.00, PIER B 474' 60' 42 2 44
K _
BUILDING SET BACKS: PHASE 1 MARINA (NOT APPLICABLE) PHASE 11 2 MUTT ST. PARCELS 208.698 SF 219,813 SF ? ? a m rc m m
PHASE II NUTT ST, PARCELS 1 0 350' FROM RIVER - - PIER C 443.50' 50' 43 2 45
PHASE II MUTT ST. FRONTAGE 6 FT, SETBACK MAX. I PARCEL NUTT ST,/BRUNSWICK PIER 0 259' _ 45' 25
olp m o
1 0 450' 2 27
SITE AREA: PHASE I MARINA WATER 10.70 ACREAS PARKING SPACES: 58 _ PIER E 193' 35 21 2 23 ?i4!z z
1 0 600' FROM RIVER N n< m
LANG 0.94 ACREAS CAMA LAND USE CLASSIFICATION: CONSERVATION 0 URBAN
MAX. N ALLOW. 134.75' PIER F 200' 50' 9 ' - 9
RIVERWALK 1,09 ACREAS 163,25' BASE FLOOD ELEVATION: IO,G' NGVD rz PIER G 40 40' - 8 B
RZ -
PHASE 11 2 NUTT ST. PARCELS 2.90 ACREAS 206,00' PIER H 77' 40' - ! 2 2
I PARCEL MUTT ST./BRUNSWICK 1.30 ACREAS ACT, H: TO BE DETERMINED PIER 1 652' 50' - 13 13
BUILDING SIZE: PHASE 1 DOCKMASTER 55'x134'x35' HIGH x 3 STORIES 2,850' 163 -}- 32 = 195 ?i
RIVERWALK SHELTER I5'x20'-6'x16' HIGH x I STORY w c
TOTAL LENGTH TOTAL NO. OF W
PHASE 11 NUTT ST. PARCELS 2 0 21400 SF x H (TO BE DETER.) ALONG PIER CE BOAT SLIPS E< z l
1 0 43200 SF x H (TO BE DETER,) I^ 5
I I I V PDJo
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NUT STREET _ -- NUT STREET [? Q?u
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-----
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° FUTURE BUILDING FUTURE BUILDING I F `U FUTURE BUILDING ml I U
MA 9.5t IR' I T L " Z
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UMPSffRI
OMPACT0URa
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= p? NC
I 0V1 W'YILi11994tlY7N9
E GANGWAY
T SECURITY GATE 14.5' RIVERWALK , WIDE . ,. IH
SHELTER - IYP. NTH BROW ... ?--- -.
y LIG FUEL TANKS 30' 30' 30' MOP -SEE C4 SHTS. MOP SEE SMT. 59 12' WIDE DOCK 0 EA. GANGWAY P' 3d IApERMOUS PAVERS I 50'
I a w 40' RIVERWALK EASEMENT CARTS CARS" -' TRASH 3O JO_ TO ALLOW GOLF CART TO PASS I GANGWAY
WITHOUT BROW MDP
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.^ 40' RIVERWALK
50,_11• I < • W TA1G i. 1116 I PLANTING EASEMENT
I
I I III' " 11- • BULKHEAD ? r 4-6 DATING DOCK M PWITNG 7.97
12 50' " CAP - SEE y 9 20' - y TRASH ,
s x, x n 5 N SHT. SS i < .- - i .- j •-- CARTS Q
34 52.47'
4.09' S061621'E U
? -? H C u. m < x- ?. ---y I o BEGIN NEW BULKHEAD J
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PIER
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S1J? ?Doo FAIRWAY PIER [11 S^ I voi °o --_ -_-< 7 4 I 6• (5) 11'1 PIER GLIDE PILES
P ,,ys•? '?51' ?4 45' 9 """ - -LOCALE AS SHOWN
'? PIER 7 ( AXE'R m I n «
4S =-_-_ --.---• I---
q ?.
ORIGINAL PROPERTY LINE
yE -
T o 'OI 583'44'39'W 791.62'
r ry W? p. r EU KHE FROM SURVEY BY yr
MICHAEL N. UNDERWOOD
C q pE i pp I 4 G < _ BULKHE
/ DATED 12/20/06
'LQ I'e/1 (? :' -` - b I ' 'D F ® ," AAFE33o:y•t
Eee °0 ?I MI RI Z' n2 m - _ j - $ s -. 52.47
SEAL
OTMMFCAP
LAWS. 'ill. 'PC '?CINE4 r:
1---TRANS. rv 3 'iry FS E
14'4 PIER GUIDE ---- -.- _ _y I .- ' --
PILES 0100' O.C. PIER O
EXIST. DOCK
TRANS. AN S. m =' EW BULKHEAD LINE = OUTSIDE rcsa4o xe CED
- ',? Iw FACE (NORTH) OF CONC. CAP= HNL
(BEARING S83"44'39'W) WAU" a CED
PIER B W '45-49.
= 50'
5831
NAO'13 MARINA LAYOUT TRANS N" ueuNU1921/2/08
a.c GR10 x
. ? 275- 3/12/06
500}g'38•W
SCALE: 1° = 50' PIER A MARINA LAYOUT
GRAPHIC SCALE: 1'=50' 75' _ 50' 9 50' 9O CO. 9 60' B2'-6'3 60 9-6' 9EIT 1w 1_
FAIRWAY FAIRWAY FARWAY
50 0 50 100 150 M1
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