20150111 Ver 1_Application_20150123

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Y V. BOX 1JJ64 • New Bern, NOrtn:uaroima z8.)oi • urrlce L.)L.bSS uuo5
RECEIVE
December 22, 2014
' JAB 2 3 2015
Mr. Anthony Scarbraugh 5 0
DENR-LAND QUALITY
Environmental Engineer STORRAWATER PERfVII?TNG
NCDENR
943 Washington Square Mall
Washington, NC 27889
Re: Site Demolition, Craven Street Partners, LLC Tract, 1000 N. Craven Street, New
Bern, NC; Craven County
Dear Anthony:
Enclosed please find a copy of the demolition and erosion and sedimentation control plan
drawings for the above -referenced project. As discussed during the site visit between
you, Samir Dumpor and Joe Avolis on December 8, 2014, the owner of the property is
proceeding with the cleanup of the site in advancejof future development.
As was discussed during the site visit, we will not be doing any work within the riparian
buffer with the exception of removing visible hunks of concrete and other debris. It is
our understanding that this cleanup is an exempt ai ctivity.
From the drawings and as observed during the site visit, there is a large amount of old
gravel and concrete BUA on the site. We will be removing all of this material with the
exception of the existing BUA that is located within the 50' riparian buffer area and the
75' CAMA AEC. We will be leaving this material in place for now.
There will not be any development associated with the site at this time with the exception
of filling small depressions, grading the site smooth and converting the area to a grassed
field. The existing concrete on the site will be crushed and stockpiled along with all of
the existing gravel. We will not be creating any areas of concentrated stormwater flow
into the riparian buffer.
We will keep you advised of any future development plans and will seek the appropriate
approvals at that time as applicable. We appreciate all of your assistance with this
project. Should you have any questions, please do not hesitate to give me a call.
Sincerel
Kevin Avolis, PE
Vice President
Email avolisengineermg@embargmall com Fax [phone]

SITE DATA
PROPERTY OWNER:
CRAVEN STREET PARTNERS, LLC.
P.O. BOX 531390
BIRMINGHAM, AL 35253
[phone]
DEED REFERENCE: D.B. 3612, PG. 931; P.C. I, SLID 46-C
SITE AREA: 24.578 ACRES
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lu'lluO NO h karNAVEN T, N L�� N7 NU
SHEET NO. TITLE
CS COVER SHEET
MINAME&Q,
NO WORK OR LAND DISTURBING ACTIVITIES
SHALL OCCUR IN THE 50' NEUSE RIPARIAN
BUFFER AREA OR THE 75' CAMA AEC AREA
CIVIL LEGEND
EXISTING DESCRIPTION NEW I
DQ
WATER VALVE
�S
SANITARY SEWER MANHOLE
❑
DROP INLET / PROTECTION
Rf
FIRE HYDRANT
© ❑T
PEDESTAL (TELEPHONE OR CAN)
UTILITY POLE
GUY WIRE
DITCH/SWALE CENTERLINE
------S
SANITARY SEWER (GRAVITY)
D— —
STORM SEWER
- - - -W- - -
DOMESTIC WATER
- - --OHE- - -
OVERHEAD ELECTRICAL
- - -UGE- - -
UNDERGROUND ELECTRICAL
- - -UGC- - -
UNDERGROUND COMMUNICATIONS
- -- -GAS- - -
UNDERGROUND GAS
----X X
U o
FENCE / SILT FENCE
,a 4
CONCRETE
r
ASPHALT
GRAVEL / CONTROL ENTRANCE
x 5.00
SPOT ELEVATIONS
- - - -5.00 - - - -
CONTOUR LINES
NOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE THE PROJECT NOT
GENERATED FROM ON SITE GRADING ACTIVITIES SHALL BE
OBTAINED FROM A PROPERLY PERMITTED BORROW PIT FACILITY.
1=11111=1 14
A/C
CLIMATE CONTROL EQUIPMENT
APPROX.
APPROXIMATE/APPROXIMATELY
Cl
CAST IRON (PIPE)
CL, C/L
CENTER LINE
COMM.
TELECOMMUNICATIONS
CONC.
CONCRETE
CMP
CORRUGATED METAL PIPE
CPP
CORRUGATED PLASTIC PIPE
DI PROT.
DROP INLET PROTECTION
EL:, ELEV
ELEVATION
E:
EASTING
ETC.
ET CETERA
EX., EXIST.
EXISTING
GEN.
PAD -MOUNTED GENERATOR
INV
INVERT
MAX
MAXIMUM
MIN
MINIMUM
N:
NORTHING
NCESC
NORTH CAROLINA EROSION
AND SEDIMENT CONTROL
NCDOT
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
O.C.
ON CENTER
PVC
POLYVINYLCHLORIDE (PIPE)
RCP
REINFORCED CONCRETE PIPE
SMH
SANITARY SEWER MANHOLE
TBM
TEMPORARY BENCHMARK
TYR
TYPICAL
XFMR
(ELECTRIC) TRANSFORMER
&
AND
±
PLUS OR MINUS
PERCENT
1 1 RELEASE FOR PERMITS
JKA 1 1 /6/15
NO. DESCRIPTION BY DATE
Revisions
,eiM�:I�K�L���l�L�
1. THE LOCATION AND DEPTHS OF EXISTING UTILITIES SHOWN ARE -;APPROXIMATE. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR SCANNING THE AREA OF WORK TO IDENTIFY TO HIS
OWN SATISFACTION THE EXTENT OF UTILITIES PRESENT INCLUDING THE UTILITIES INDICATED TO
BE PRESENT, THOSE NOT SHOWN, AND THOSE SHOWN TO BE IN A, DIFFERENT LOCATION.
2. THE CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE ALL UND`-.RGROUND UTILITIES IN THE
AREA OF WORK.
3. PHYSICAL SITE FEATURES OUTSIDE THE AREA OF WORK OR THOSE FEATURES NOT RELEVANT
TO THE WORK BEING PERFORMED ARE NOT SHOWN FOR CLARITY.
4. ALL EXISTING VEGETATED AREAS DISTURBED DURING CONSTRUCTON SHALL BE REVEGETATED
IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN, SEE DETAIL D, SHEET C2.
SEQUENCE OF OPERATION:
1. SECURE PROJECT PERMITS.
2. CONDUCT PRE -CONSTRUCTION CONFERENCE.
3. INSTALL GRAVEL CONTROL ENTRANCE.
4. INSTALL SILT FENCING.
5. INSTALL DROP INLET PROTECTION.
6. COMPLETE DEMOLITION.
7. ESTABLISH VEGETATION.
8. REMOVE GRAVEL CONTROL ENTRANCE.
9. REMOVE SILT FENCING.
MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHALL
BE CHECKED FOR STABILITY AND OPERATION FOLLOWING
EVERY RUNOFF -PRODUCING RAINFALL EVENT AND IN NO
CASE LESS THAN ONCE EVERY WEEK, ANY NEEDED
REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
DEVICES IN THE OPERATING CONDITIONS INTENDED.
2. ALL AREAS WILL BE SEEDED, FERTILIZED, AND RESEEDED
AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATION PLAN IN ORDER TO
ESTABLISH AND MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
3. ANY SEDIMENT TRACKED ONTO -THE ADJACENT PUBLIC
ROAD SHALL BE REMOVED ON A DAILY BASIS.
4. SEDIMENT SHALL BE REMOVED FROM BEHIND SILT FENCE
WHEN IT ACCUMULATES TO A MAXIMUM DEPTH OF ONE FOOT.
SPECIAL SEEDING NOTE:
CUT & FILL SLOPES WILL, WITHIN 7 CALENDAR DAYS DAYS OF
COMPLETION OF ANY PHASE OF GRADING, BE PLANTED AND PROVIDED
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR
STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
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NEUSE RIVER
FLOW
lions
%.: ,—Pylons
75' CAMA AEC (NO WORK)
50' NEUSE RIVER RIPARIAN BUFFER
INSTALL SILT FENCE —/
ALONG 75' CAMA AEC_INE
75' ^AMA AFr
m
APPROXIMATE NORMAL WATER LINE
NOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE THE PROJECT NOT
GENERATED FROM ON SITE GRADING ACTIVITIES SHALL BE
OBTAINED FROM A PROPERLY PERMITTED BORROW PIT FACILITY.
NEUSE RIVER
FLOW ===>
WOOD BULKHEAD
NO WORK OR LAND DISTURBING ACTIVITIES
SHALL OCCUR IN THE 50' NEUSE RIPARIAN
BUFFER AREA OR THE 75' CAMA AEC AREA
75' CAMA AEC (NO WORK)
50' NEUSE RIVER RIPARIAN BUFFER
APPROXIMATE NORMAL WATER LINE
75' CAMA AEC LIMIT
NEUSE RIVER
FLOW
INSTALL SILT FENCE
ALONG 75' CAMA AEC LINE
rrn:
PROJECT LIMITS OF DISTURBANCE
" - - 887304 SQ. FT (20.37 ACRES
°° GRAVEL ® ' r �eci 7• ` u fl ° ° y
° DROP. zw.
e ° INLET
°
a °
INSTALL SILT FENCE
ALONG PROPERTY LINE
�ONCRETE°
8" PVC PIPE.j_
SEWER VALVE
- RM/ DROP INLET O
CONCRETE CULVERT COVER � DROP INLET
c' NORTH CRAVEN STREET 2.5'X2.3' BOX CULVERTi
60' PUBLIO RM
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SITE DEMOLITION AND EROSION CONTROL PLAN
NOT TO SCALE
ADDITIONAL PHYSICAL SURVEY BY:
GASKINS LAND
SURVEYING, P.A.
PROFESSIONAL LAND SURVEYING
C-3023
Phone: [phone] PO Box 354
Fax: [phone] Vanceboro, NC 28586
NORTH CRAVEN STREET
40' PUBLIC RM
J 1-
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z
DROP
CONCRETE
FOOTING
.INLET
SITE DEMOLITION AND RESTORATION NOTES
1. ALL CONCRETE AND GRAVEL SURFACES SHALL BE DEMOLISHED.
2. GRAVEL SHALL BE STOCKPILED AT THE INDICATED LOCATIONS ON THE SITE AND SHAL_ BE PROTECTED WITH SILT FENCING.
3. CONCRETE SHALL BE CRUSHED ON THE SITE AND SHALL BE STOCKPILED WITH SILT FENCING PROTECTION.
4. THE BUILDINGS ON THE SITE SHALL BE DEMOLISHED. CONCRETE SHALL BE CRUSHED AND STOCKPILED. OTHER DEBRIS SHALL BE
DISPOSED OF IN A LICENSED C & D DEBRIS LANDFILL.
5. THE NEUSE RIPARIAN BUFFER EXTENDS 50 FEET LANDWARD FROM THE NEUSE RIVER':`IORMAL WATER LINE. THE CAMA AEC
EXTENDS 75 FEET LANDWARD FROM THE NEUSE RIVER NORMAL WATER LINE. SET SILT FENCING 75 FEET LANDWARD OF THE
NORMAL WATER LINE.
6. LIGHTLY GRADE ALL AREAS OF THE SITE SMOOTH FOR GRASSING AND STABILIZATION OPERATIONS. PAY PARTICULAR ATTENTION
TO GRADING THE AREAS ADJACENT TO THE 75' CAMA AEC TO PREVENT CONCENTRATE :iD STORMWATER FLOW FROM ENTERING
THE CAMA AEC.
7. NO MORE THAN 2.0 ACRES OF THE SITE MAY BE DISTURBED AT ANY ONE TIME WITHOUT GROUNDCOVER. AS GROUNDCOVER AND
SEEDING TAKES PLACE, ADDITIONAL AREAS MAY BE DISTURBED.
8. NO WORK SHALL OCCUR IN AREAS INDICATED TO BE WETLANDS.
9. PROVIDE PROTECTION AROUND EXISTING DROP INLETS UNTIL THEY ARE READY FOR DEMOLITION.
10. REFER TO THE EROSION AND SEDIMENTATION CONTROL PLAN FOR ADDITIONAL REQUi'REMENTS.
11. THE CONTRACTOR SHALL HAVE A COPY OF AND BE KNOWLEDGEABLE OF THE EXISTINGBROWNFIELDS AGREEMENT FOR THE SITE.
RAILROAD
TRACKS

20'
0�0�0
0 0 0 0
0 0 0 0 0
00000
0 00000 0 0
00000
00000
0 0 0 0 0-
0 0 0 0
0-0-0-0
EDGE OF EXISTING —
ROADWAY PAVEMENT
m
6" THICK NCDOT
#57 STONE ARO
PERIMETER
6" LAYER OF COARSE AGGREGATE (2"—Y)
OVER 12" LAYER OF -TONE BASE COURSE
MAINTENANCE:
1. MAINTAIN EN 7,ANCE CONDITION.
THIS MAY REf..UIRE REPLACEMENT
OF STONE. I
A GRAVEL CONTROL ENTRANCE
I [C2 NOT TO SCALE
SELF —ANCHORING
METAL POST @ 6' O.C. MAX
12 GAUGE 6"x6" WIRE MESH
Efffillallows
8" BURY
SLOW
/X /X N / 0/\,��/X
\Xxx/
MAINTENANCE:
1. INSPECT STRUCTURES MEEKLY AND
AFTER AT LEAST A 1/2" OR GREATER
RAINFALL EVENT.
2. REMOVE SEDIMENT FROi%",l BEHIND SILT
FENCE PRIOR TO IT REACHING A
MAXIMUM DEPTH OF 6 INCHES.
13SILT FENCE
��c I NOT TO SCALE
F_ ' OT E_ E71 F)nCT
SECTION
NOTE:
UNIFORMLY GRADE A SHALLOW
DEPRESSION APPROACHING THE INLET.
NOTE:
PROVIDE DROP INLET PROTECTION
AT ALL DRAINAGE STRUCTURES.
'DOT #57 STONE
1/2" OPENINGS)
POST
MAINTENANCE:
1. INSPECT STRUCTURES WEEKLY AND
D
AFTER AT LEAST A 1/2" OR GREATER
RAINFALL EVENT.
2. CLEAR DEBRIS AND REPLACE STONE
AS NEEDED.
�
3. REMOVED ACCUMULATED SEDIMENT
_,NT
WHEN IT REACHES A MAXIMUM DEPTH
OF 6 INCHES.
DROP INLET PROTECTION
NOT TO SCALE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL INSURE
APPROXIMATELY 95% COVERAGE OF THE SEEDED AREA. THE STRAW AND SOWN
SEED WILL BE LIGHTLY DISCED !INTO THE BED TO GIVE IT FURTHER RESISTANCE
TO BLOWING AND WASHING. THE CONTRACTOR SHALL GUARANTEE A FULL
STAND OF GRASS OVER THE ENITIRE DISTURBED AREA. IF NECESSARY, THE
CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST IN SEED GERMINATION OR
AID IN GROWTH IN TIMES OF ECESSIVELY DRY WEATHER. A STAND OF GRASS
WILL BE CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF GRASS IS AT
LEAST FOUR INCHES HIGH AND HAS ACHIEVED AT LEAST 95% COVERAGE OF
DISTURBED AREAS. RESEEDING ��YILL BE REQUIRED AS NECESSARY BY THE
CONTRACTOR TO OBTAIN THE SPECIFIED STAND OF GRASS.
THE AREAS DISTURBED BY THIS, PROJECT WILL BE STABILIZED WITH GRASS IN
I
ACCORDANCE WITH THE FOLLOWlING SCHEDULE:
TEMPORARY SEEDING (K)"IEMBER 1 - FEBRUARY U5
RYE GRAIN 120 LBS/AC
ANNUAL LESPEDEZA KOBEI. 50 LBS/AC
LIME 2,000 LBS/AC
10--10-10 FERTILIZER 750 LBS/AC
MULCH 4,000 LBS/AC
ANCHOR STRAW BY TACKIIING WITH ASPHALT.
PERMANENT SEEDING (FE35RUARY 15 - OCTOBER 31)
TALL FESCUE
80 LBS/AC
PENSACOLA BIHIAGRASS
50 LBS/AC
SERICEA LESPEDEZA
30 LBS/AC
KOBE LESPEDEZA
10 LBS/AC
LIME
3,000 LBS/AC
10-10-10 FERTILIZER
1,000 LBS/AC
MULCH
4,000 LB/AC (TACKED WITH ASPHALT)
FROM SEPTEMBER 1 - C"ICTOBER 31, USE UNSCARIFIED SERICEA SEED.
BETWEEN APRIL 15 AND AUGUST 15, ADD 10 LB/AC GERMAN MILLET.
PRIOR TO MAY 1 OR AFTER AUGUST 15, ADD 25 LB/AC RYE GRAIN.
SPECIAL SEEDING NOTE:
CUT & FILL SLOPES WILL, WITHIN 7 CALENDAR DAYS DAYS OF
COMPLETION OF ANY PHAS,__ OF GRADING, BE PLANTED AND PROVIDED
WITH TEMPORARY OR PERvANENT GROUND COVER, DEVICES, OR
STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
D VEGETATION PLAN
I
CC 2 NOTOT TO SCALE

LE
NEUSE RIVER
FLOW
,�Pylons
NOTE: R'.P-RAP ALONG SHORELINE
NOT INC_UDED IN EXISTING
STORMWIATER BUA
NEUSE RIVER
FLOW ==>
APPROXIMATE NORMAL WATER LINE
NEUSE RIVER
FLOW ===�>
WOOD BULKHEAD
NOTE: RIP -RAP ALONG SHORELINE
NOT INCLUDED IN EXISTING
"'�'
STORMWATER BUA
WOOD BULKHEAD
, .
/ P
RI P
�.
/. r ;
i
r
... _
Rf . RAR.
R
\/ RIP RAP
GRAVEL
APPROXIMATE NORMAL WATER LINE
CONCREFE WALL
o ° ° D
GaNCRTE D GaNCRETI WaLL
° CONCRETE °
° >
>
r
v
�
GRAVEL
' ° °
CONOREfE�
CONGRETE _YPICA4
D D
'DCONCRETE
6 >
A.
a CONGf�ETE HALL ❑
ICI FLOOD HAZARD LINE SCALED — — — D
FROf f': FLOOD INSURANCE RATE MAP D D D eLocK°° eeoe o
�. 0 81JILD1N BUllrm_
W° D
G' D D D
A EXISTING BUILT -UPON AREAS
SW SW NOT TO SCALE
ADDITIONAL PHYSICAL S_,RVEY BY:
k�GASKINS LAND
SURVEYING, P .A.
PROFESSIONAL L&ND SURVEYING
C-3023
Phone: [phone] PO Box 354
Fax: [phone] Vonceboro, NC 28586
THE PURPOSE OF THIS MAP IS TO
DOCUMENT THE EXISTING IMPERMEABLE
AREAS ON THE SITE, AS OF 12/9/14
PHYSICAL SITE SURVEY DATA TAKEN FROM
"ALTA/ACSM LAND TITLE SURVEY FOR REALMARK
COASTAL DEVELOPMENT, LLC", PREPARED BY:
SUITT & ASS®CIATES, P.A.
LAND SURVEYORS SINCE 1965
P.O. Box 12034
NEW BERN, NO 26561-2034
TES. [phone] / FAX: [phone]
WWW.SUITTANDASSOCIATES.00M
SITE DATA
PROPERTI( OWNER:
CRAVEN STREET PARTNERS, LLC.
P.O. BOX 531390
BIRMINGHAM, AL 35253
[phone]
DEED REFERENCE: D.B. 3612, PG. 931; P.C. I, SLD 46-C
SITE AREA: 24.578 ACRES
NORTH CRAVEN STREET
40' PUBLIC RV
ABBREVIATIONS
A/C
CLIMATE CONTROL EQUIPMENT
APPROX.
APPROXIMATE/APPROXIMATELY
CI
CAST IRON (PIPE)
CL, C/L
CENTER LINE
COMM.
TELECOMMUNICATIONS
CONC,
CONCRETE
CMP
CORRUGATED METAL PIPE
CPP
CORRUGATED PLASTIC PIPE
DI PROT.
DROP INLET PROTECTION
EL:, ELEV
ELEVATION
E:
EASTING
ETC.
ET CETERA
EX., EXIST.
EXISTING
GEN.
PAD -MOUNTED GENERATOR
INV
INVERT
MAX
MAXIMUM
MIN
MINIMUM
N:
NORTHING
NCESC
NORTH CAROLINA EROSION
AND SEDIMENT CONTROL
NCDOT
NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
O.C.
ON CENTER
PVC
POLYVINYLCH LORI DE (PIPE)
RCP
REINFORCED CONCRETE PIPE
SMH
SANITARY SEWER MANHOLE
TBM
TEMPORARY BENCHMARK
TYP
TYPICAL
XFMR
(ELECTRIC) TRANSFORMER
&
AND
±
PLUS OR MINUS
%
PERCENT
CIVIL LEGEND
EXISTING
DESCRIPTION
Da
WATER VALVE
�S
SANITARY SEWER MANHOLE
❑
DROP INLET / PROTECTION
",cf
FIRE HYDRANT
FIM [11
PEDESTAL (TELEPHONE OR CATV)
UTILITY POLE
(
GUY WIRE
DITCH/SWALE CENTERLINE
S
SANITARY SEWER (GRAVITY)
D —
STORM SEWER
- - - -W- - -
DOMESTIC WATER
- - -OHE- - -
OVERHEAD ELECTRICAL
- - -UGE- - -
UNDERGROUND ELECTRICAL
-UGC- - -
UNDERGROUND COMMUNICATIONS
- - -GAS- - -
UNDERGROUND GAS
X X
-ua �
FENCE / SILT FENCE
CONCRETE
�-
ASPHALT
[ u -
GRAVEL
X 5.00
SPOT ELEVATIONS
- - - -5.00 - - - -
CONTOUR LINES
RAILROAD
TRACKS
SEAL.
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s
®®es�
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