SW8140503_Approved Plans_20161214

FORT FISHER
RECREATION AREA
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KURE BEACH, NORTH CAROLINA 28449
OWNER:
UNITED STATES OF AMERICA AIR FORCE
CONTACT: BRIAN JOYNER
SEYMOUR JOHNSON AFB
GOLDSBORO, NC 27534
[e-mail]
PIN: RO9300-001-001
CONTRACTOR:
CREWMW III
CONTACT: MATT SPENCE
1180 COLLIER AVE
SEYMOUR JOHNSON AFB
GOLDSBORO, NC 27534
919.580.0533
[e-mail]
POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
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I REVISION HISTORY I
REV I DESCRIPTION I DATE I BY
SHEET
C-1
TITLE
COVER
ORIGINAL PLAN SIZE: 24" X 36"
G2
EXISTING CONDITIONS
C-3
EROSION CONTROL PLAN
C-4
EROSION CONTROL DETAILS
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
ON ORIGINAL DRAWING
0 1
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
ENGINEER
OF
RECORD:
EROSION CONTROL PLANS
FLM ENGINEERING, INC
CONTACT: CHASE MASSEY, PE
PO BOX 91727
RALEIGH, NC 27675
919.423.8975
[e-mail]
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FORT FISHER
RECREATION AREA
118 RIVERFRONT ROAD
KURE BEACH, NC 28449
PLANS PREPARED FOR:
CREWMW III
1180 COLLIER AVE
SJAFB, NC 27534
DATE:
12-12-2016
SCALE:
AS SHOWN
DESIGNED BY:
TCM
APPROVED BY:
FLM
PROJECT NO.:
16067
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NCDEQ AND NCDOT
STANDARDS AND SPECIFICATIONS.
COVER
c 1
SHEET 1 OF 4
© 2016 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

EX. PROPERTY LINE
— —
EX. RIGHT-OF-WAY
—
EX. ADJACENT OWNERS
_10—
EX. MAJOR CONTOUR (10')
EX. MINOR CONTOUR (2')
EX. FEMA FLOODPLAIN BOUNDARY
.................................
EX. SOIL LINE
-- EX. CHAIN LINK FENCE
OHW— OHW—
EX. OVERHEAD ELECTRIC LINE
W W
EX. WATER LINE
SS SS
EX. SANITARY SEWER
FM FM
EX. FORCE MAIN
SD SD
EX. STORM SEWER
EXISTING COTTAGES TO BE REMOVED
(PLANS BY OTHERS)
ASPHALT PAVEMENT TO BE REMOVED
(PLANS BY OTHERS)
CONCRETE TO BE REMOVED
(PLANS BY OTHERS)
(D — LD
PROP. LIMIT OF DISTURBANCE
GENERAL NOTES
1. BOUNDARY & UTILITY DATA PROVIDED BY THE UNITED STATES AIR FORCE 4TH
CIVIL ENGINEERING SQUADRON AT SEYMOUR JOHNSON AIR FORCE BASE,
GOLDSBORO, NORTH CAROLINA.
2. TOPOGRAPHY DATA OBTAINED FROM NEW HANOVER COUNTY GIS.
CONTRACTOR TO FIELD VERIFY EXISTING TOPOGRAPHIC CONTOURS PRIOR TO
CONSTRUCTION.
3. DEMOLITION AREAS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY.
CONTRACTOR TO REFER TO DEMOLITION PLANS PREPARED BY THE UNITED
STATES AIR FORCE 4TH CIVIL ENGINEERING SQUADRON.
4. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL -CENTER AT
LEAST 48 HOURS PRIOR TO BEGINNING WORK.
5. THE CONTRACTOR SHALL FIELD VERIFY DEPTHS AND LOCATIONS OF ALL
UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE WHEN
OPERATING AROUND EXISTING UTILITIES.
6. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A REPRESENTATION OF
ALL UTILITIES WITHIN THE PROJECT EXTENT. UNDERGROUND UTILITY
LOCATIONS, IF SHOWN ON THE PLANS, ARE BASED UPON THE BEST AVAILABLE
INFORMATION AND SHOULD BE CONSIDERED ONLY AS APPROXIMATE. WHERE
CONFLICTS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR
TO BEGINNING CONSTRUCTION.
7. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE REPAIR OF
ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
8. THIS PLAN IS NOT INTENDED AS A SUBSTITUTE FOR THE PERSONAL
INVESTIGATION, INDEPENDENT INTERPRETATION, AND JUDGEMENT OF THE
CONTRACTOR.
9. OWNER AND OWNER'S CONTRACTOR SHALL COORDINATE WITH ALL
FRANCHISE UTILITIES REGARDING THE RELOCATION OF EXISTING AND
PROPOSED UTILITIES AS REQUIRED.
10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY ASSOCIATED
WITH THE WORK RELATED TO THIS PROJECT AND FOR COMPLIANCE WITH ALL
FEDERAL, STATE, AND LOCAL HEALTH AND SAFETY LAWS, CODES,
REGULATIONS, AND ORDINANCES INCLUDING BUT NOT LIMITED TO THOSE
CURRENTLY MANDATED BY THE OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA).
11. THE CONTRACTOR SHALL KEEP THE ENGINEER INFORMED RELATIVE TO THE
PROGRESS OF THE CONSTRUCTION.
12. ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF IN A LAWFUL MANNER.
13. NO FILL MATERIAL SHALL ENCROACH INTO THE FLOODWAY OR
NON -ENCROACHMENT AREA OF ANY WATERCOURSE.
SOIL TYPES
Le - LEON SAND, 0 TO 2 PERCENT SLOPE
Ur - URBAN LAND
Wa - WAKULLA SAND, 1 TO 8 PERCENT SLOPE
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rnv tr rwy 1 vv-vvz-vv i = i NSF POST OFFICE BOX 91727
..
-------- _ � � � RALEIGH NORTH CAROLINA 27675
- UNITED STATES O� AMERICA PHONE: [phone]
`., D.B. 6022, PG. 1885
EX. CONCRETE TO BE
F FIRM NC LICENSE NUMBER C-4222
_ 12
REMOVED (TYP., BY OTHERS)PIN # R09100-002-001
/ N/F
/ THOMAS W. &LEE E
D.B. 5543, PG.
/ PIN # R09316-0(
I� N/F
CHRlSTOPHER E
D.B. 5850, PG
PIN # R09316-(
BEL1
TELECOM)
1 D. B. 17i
PIN # R!
FM FM FM
FM
I-livll 1 VI- VIV I VI\L7/'11VVL IG.,j /lVi\LV�
TO STAY WITHIN EXISTING FENCE
� (NC HWY 421)
100' RIGHT-OF-WAY
uv vv dr
f
OHW OHW 0HW--4�y�)HW OHW OHW OHW OHW OHW OHW OHW OHW
W W W W W W
OHW OHW OHW OHW OHW—
W W W
OHW— OH W
CALL 48 HOURS BEFORE
YOU DIG
REVISION HISTORY
REV DESCRIPTION DATE BY
ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
30 15 0 30
SCALE: 1 INCH = 30 FEET
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
Z ON ORIGINAL DRAWING
0 1,
1 I
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
EROSION CONTROL PLANS
FORT FISHER
RECREATION AREA
118 RIVERFRONT ROAD
KURE BEACH, NC 28449
PLANS PREPARED FOR:
CREWMW III
1180 COLLIER AVE
SJAFB, NC 27534
DATE:
12-12-2016
SCALE:
AS SHOWN
DESIGNED BY:
TCM
APPROVED BY:
FLM
PROJECT NO.:
16067
EXISTING CONDITIONS
C-2
SHEET 2 OF 4
0 2016 THIS DRAWING SHALL NU I BE KtNKUUUUtU IN WHULt UK IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.

LEGEND
STORMWATER NOTES
EX. PROPERTY LINE
1. PROJECT AREA IS WITHIN CAPE FEAR RIVER BASIN.
- -
EX. RIGHT-OF-WAY
2. EXISTING BUA WITHIN PROJECT AREA = 0.82 AC.
-
EX. ADJACENT OWNERS
'
-10 -- -�-
EX. MAJOR CONTOUR (10')
3. PROPOSED BUA WITHIN PROJECT AREA = 0.00 AC.
;l
12___-_----- _ __ _-_.
EX. MINOR CONTOUR (2')
4- EXISTING STORMWATER CONVEYANCES TO REMAIN AS IS,
N/F
`
EX. FEMA FLOODPLAIN BOUNDARY
UNITED STATES OF AMERICA
.................................
EX. SOIL LINE
D.B. 6022, PG. 1885
PIN # R09100-002-001
l`'
_
0
EX. CHAIN LINK FENCE
OHW OHW
EX. OVERHEAD ELECTRIC LINE
EX. CONCRETE TO BE
W W
EX. WATER LINE
12 _ A _
,,
REMOVED (TYP., BY OTHERS)
.I .
SS SS
EX. SANITARY SEWER
o
FM FM
EX. FORCE MAIN
EX- ASPHALT TO BE REMOVED
(TYP., BY OTHERS)
SD SD
EX. STORM SEWER
EXISTING COTTAGES TO BE REMOVED
j,
EX. COTTAGE TO BE
(PLANS BY OTHERS)
REMOVED (TYP., BY OTHERS)
C
ASPHALT PAVEMENT TO BE REMOVED
(PLANS BY OTHERS)
SS SS SS
.
�- �-
CONCRETE TO BE REMOVED
(PLANS BY OTHERS)
SF SF PROP. SILT FENCE ,
--- LD - LD PROP. LIMIT OF DISTURBANCE
{ PROP. CONSTRUCTION ENTRANCE
PROP. HORSESHOE INLET PROTECTION / N'7F
/ THOMAS W & LEE E- PORTER
PROP. SILT FENCE OUTLET I
D.B. 5543, PG. 1766
GENERAL NOTES / PIN # R09316 003-027 ---
1. BOUNDARY & UTILITY DATA PROVIDED BY THE UNITED STATES AIR FORCE 4TH ::c-
CIVIL ENGINEERING SQUADRON AT SEYMOUR JOHNSON AIR FORCE BASE, / Wa
nHA
GOLDSBORO, NORTH CAROLINA. \
2. TOPOGRAPHY DATA OBTAINED FROM NEW HANOVER COUNTY GIS. _
CONTRACTOR TO FIELD VERIFY EXISTING TOPOGRAPHIC CONTOURS PRIOR TO \ /
CONSTRUCTION. /
/ cn IF ,
3. DEMOLITION AREAS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY.
CONTRACTOR TO REFER TO DEMOLITION PLANS PREPARED BY THE UNITED
STATES AIR FORCE 4TH CIVIL ENGINEERING SQUADRON.
/ O .
4. THE CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL -CENTER AT
I / N/F �n S
LEAST 48 HOURS PRIOR TO BEGINNING WORK. ( CHRiSTOPHER E. SNIPES
I D.B. 5850, PG. 0950 -� t
5. THE CONTRACTOR SHALL FIELD VERIFY DEPTHS AND LOCATIONS OF ALL PIN # R09316-003-028
UTILITIES PRIOR TO BEGINNING WORK AND SHALL USE CARE WHEN
OPERATING AROUND EXISTING UTILITIES. \ ' y
6. THE UTILITIES SHOWN ARE NOT GUARANTEED TO BE A REPRESENTATION OF _ __,_� �-` -
�_ SS S
ALL UTILITIES WITHIN THE PROJECT EXTENT. UNDERGROUND UTILITY - ---- SS
12 rt SS
LOCATIONS, IF SHOWN ON THE PLANS, ARE BASED UPON THE BEST AVAILABLE ( SS Ur
INFORMATION AND SHOULD BE CONSIDERED ONLY AS APPROXIMATE. WHERE
CONFLICTS OCCUR, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR
PROP. HORSESHO'
TO BEGINNING CONSTRUCTION. ff I PROTECTION (TYP
_I
I .
7. THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE REPAIR OF
ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
N/F =
,v
8. THIS PLAN IS NOT INTENDED AS A SUBSTITUTE FOR THE PERSONAL BELLSOUTH
INVESTIGATION, INDEPENDENT INTERPRETATION, AND JUDGEMENT OF THE TELECOMMUNICATIONS
CONTRACTOR. D.B. 1775, PG, 0803
PIN # R09316-003 030 Le
9. OWNER AND OWNERS CONTRACTOR SHALL COORDINATE WITH ALL
/ I o
FRANCHISE UTILITIES REGARDING THE RELOCATION OF EXISTING AND ( LIMIT OF DISTURBANCE (2.5 ACRES)
PROPOSED UTILITIES AS REQUIRED. TO STAY WITHIN EXISTING FENCE
10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY ASSOCIATED
WITH THE WORK RELATED TO THIS PROJECT AND FOR COMPLIANCE WITH ALL I `_7 2117
o•
FEDERAL, STATE, AND LOCAL HEALTH AND SAFETY LAWS, CODES, l ` PROP. SILT FENCE
REGULATIONS, AND ORDINANCES INCLUDING BUT NOT LIMITED TO THOSE OUTLET (TYP.)
CURRENTLY MANDATED BY THE OCCUPATIONAL SAFETY AND HEALTH I
ADMINISTRATION (OSHA).
11. THE CONTRACTOR SHALL KEEP THE ENGINEER INFORMED RELATIVE TO THE
PROGRESS OF THE CONSTRUCTION. SF --- SF - SF - SF - SF - SF
----- - ----- +.::.:.:.:.�. .
12. ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF IN A LAWFUL MANNER. PROP. SILT :
FENCE (TYP.)
13. NO FILL MATERIAL SHALL ENCROACH INTO THE FLOODWAY OR FM FM FM FM FM FM FM FM FM FM FM FM FM FM
NON -ENCROACHMENT AREA OF ANY WATERCOURSE. FM FM FM FM FM FM FM FM FM FM FM FM FM
EROSION CONTROL CONSTRUCTION SEQUENCE
1. Hlrl@tUItCC HILL 1V1=Ur_00/-%MT rCMIV1110 HINU HrrMUV/ALJ rRitJlC 1 V aGV11VIV11VV
CONSTRUCTION.
2. SCHEDULE A PRECONSTRUCTION MEETING WITH NCDEQ LAND QUALITY
INSPECTOR AT [phone] A MINIMUM OF 72 HOURS PRIOR TO BEGINNING OF
CONSTRUCTION.
3. INSTALL CONSTRUCTION ENTRANCE, AND WHEN COMPLETE, INSTALL THE
PERIMETER MEASURES INCLUDING SILT FENCE. UPON COMPLETION OF
INSTALLATION, IMMEDIATELY SEED, MULCH, AND ANCHOR EROSION AND
SEDIMENTATION CONTROL MEASURES.
4. INSTALL CULVERT INLET PROTECTION AROUND ALL STORMINATER
CONVEYANCE SYSTEMS RECEIVING RUNOFF FROM CONSTRUCTION ACTIVITIES
AS REQUIRED. LOCATIONS SHOWN ON THE PLAN ARE APPROXIMATE AND
SHALL BE FIELD VERIFIED BY THE CONTRACTOR TO ENSURE COMPLIANCE WITH
ALL LOCAL AND STATE REGULATIONS. CHECK REGULARLY FOR SETTLEMENT,
EROSION, AND DISPLACEMENT OF RIP RAP. REPAIR OR REPLACE IMMEDIATELY.
SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION
REACHES ONE HALF OF THE DESIGN DEPTH.
5. BEGIN DEMOLITION AS SPECIFIED ON PLANS BY OTHERS. ALL AREAS TO BE
DEMOLISHED SHALL BE REPLACED WITH BACKFILL MATERIAL AND SEEDED.
THE FINAL GRADES OF DEMOLISHED AREAS SHALL MATCH EXISTING GRADES
AND EXISTING DRAINAGE PATTERNS. DISTURBED AREAS ARE NOT TO LAY
EXPOSED LONGER THAN OUTLINED IN THE NPDES STABILIZATION TABLE
SHOWN ON THESE PLANS.
6. INSTALL PERMANENT SEEDING.
7. UPON COMPLETION AND APPROVAL BY NCDEQ, REMOVE ANY REMAINING
EROSION CONTROL MEASURES.
8. ALL DISTURBED AREAS TO BE STABILIZED AND GROUNDCOVER SHOULD BE
ACHIEVED WITHIN 14 WORKING DAYS, FOLLOWING COMPLETION OR
DEVELOPMENT, PER NPDES CONSTRUCTION STORMINATER GENERAL PERMIT
NCG010000.
10___
OHW OHW
EROSION CONTROL NOTES
1. ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED IN ACCORDANCE
WITH NCDEQ STANDARDS.
2. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN
PROPER WORKING CONDITION DURING THE PERIOD OF CONSTRUCTION.
3. ADDITIONAL EROSION CONTROL MEASURES AND/OR MODIFICATIONS TO
PROPOSED MEASURES MAY BE NECESSARY DEPENDING ON ACTUAL SITE
CONDITIONS.
4. THE TOTAL DISTURBED AREA IS 2.5 ACRES.
5. SILT FENCE OUTLETS TO BE PLACED AS SHOWN AND AT LOW POINTS
ALONG SILT FENCE AS NECESSARY.
W W W W W W W W
0HW4;y0HW OHW OHW OHW OHW OHW OHW
N/F
UNITED STATES OF AMERICA
D.B. 6022, PG. 1885
PIN # R09100-002-001
SS SS SS
SS
PROP. CONSTRUCTION ENTRANCE
LAT: 33.981 LONG:-77.913
6-\AL-,WH -�
F'VKI r!J!-ItK tfLVU J
� (NC HWY 421)
100' RIGHT-OF-WAY
W -
OHW OHW
NOTIFICATION OF COMBINED SELF -MONITORING AND SELF -INSPECTION FORM
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE
APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE
DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS AND NPDES SELF -MONITORING REPORTS, DWR AND
DEMLR DEVELOPED A COMBINED FORM. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
SELF -MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF
THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED
AT: HTTP://PORTAL.NCDENR.ORGIWEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE WILMINGTON REGIONAL OFFICE AT
[phone].
- W W
OHW OHW
-
N/F
UNITED STATES OF AMERICA
AIR FORCE
D.B. 5704, PG. 2467
PIN # R09300-001-001
SS SS
APPROX. LOCATION OF
100-YEAR FEMA FLOODPLAIN
W W W W
W W W W
- OHW OHW OHW-
NPDES Stormaater DischargeNnnit far Constnvction Activities (NGGOI) NCDENR/DMsion of Energy; Mineral and Land Resoutoes
SITE AREA DESCRIPTION
STABILIZATION
TiMEFRAME ExcEPTIONS
Perimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW} Zones
7 days
None
Slopes steeper than 31
7 days
tf slopes are 14' or Less in length and are
not steeper than 2-1,14 days are allowred.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than SW in length.
All other areas With slopes flatterthan 4:1
14 days
None, except for perimeters and HOW Zones.
cnA FhA -
-W W W
OHW OHW
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POST OFFICE BOX 91727
RALEIGH, NORTH CAROLINA 27675
PHONE: [phone]
FIRM NC LICENSE NUMBER C-4222
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REVISION HISTORY
REV DESCRIPTION DATE BY
I ORIGINAL PLAN SIZE: 24" X 36"
ISSUED FOR
PERMITTING
DO NOT USE FOR CONSTRUCTION
30 15 0 30
SCALE: 1 INCH = 30 FEET
SCALE ADJUSTMENT
THIS BAR IS 1 INCH IN LENGTH
Z ON ORIGINAL DRAWING
0 1"
IF IT IS NOT 1 INCH ON THIS
SHEET, ADJUST YOUR SCALE
ACCORDINGLY
EROSION CONTROL PLANS
FORT FISHER
RECREATION AREA
118 RIVERFRONT ROAD
KURE BEACH, NC 28449
© 2016 THIS DRAWING SHALL NOT BE REPRODUCED IN WHOLE OR IN
PART WITHOUT WRITTEN PERMISSION OF FLM ENGINEERING, INC.