19-15EX Beacon ML Properties LLC Oversized Plan

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I. NARRATIVE: TABLE 6i6a PLAAFTM SPECMA T1OW FOR o0A57AL 3AN714
THE OWNER INTEND� S TO DEMO THE EXISTING BEACON MOTOR LODGE LOCATED AT 2607 & 2617 S. VIRGINIA FypM 3ALT acRAYAND lOR W/1D E )SM
)ARE TRAIL, NAGS HEAD, NORTH CAROLINA. THE DEMOLITION WILL. INCLUDE THE REMOVAL OF THE MOTEL, POOL,
BARKING AND COTTAGES ON LOTS 1-9. APPROXIMATELY 2.5 ACRES OF THE SITE ARE TO BE DISTURBED.
4PPROXIMATELY 2000 CY OF THE DUNE WILL BE USED TO FILL THE HOLE CREATED BY THE REMOVAL OF THE
vIOTEL FOUNDATION AS SHOWN. TOTAL FRONT DUNE VOLUME IS 27522 CY, RESULTING IN t7.3% OF THE
✓OLUME OF THE DUNE REDISTRIBUTED WITHIN THE AEC AND LANDWARD OF THE CREST OF THE PRIMARY DINE.
THE SITE IS FAIRLY LEVEL, WITH SANDY SOILS. THERE IS LITTLE EXISTING VEGETATION ON THE SITE, WHICH WILL
3E CLEARED PRIOR TO GRADING.
DISTURBED AREAS ARE TO BE STABILIZED WITH TEMPORARY/PERMANENT VEGETATION ACCORDING TO THE
SEQUENCE OF
OF CONSTRUCTION,
II. SOILS DESCRIPTION:
IOiF
SOIL TYPES AS MAPPED IN THE S011_ SURVEY OF DARE COUNTY:
(BnD) BEACHES-NEWHAN COMPLEX
(NuC) NEWHAN-URBAN LAND COMPLEX
IL CONSTRUCTION SEOUENIM:
• OBTAIN PLAN APPROVAL
• OBTAIN ALL NECESSARY ENVIRONMENTAL PERMITS
• FLAG OR STAKE WORK LIMITS
• HOLD PRE -CONSTRUCTION MEETING
PHASE OIL
• UTILIZE EXISTING CONCRETE DRIVEWAY FOR CONSTRUCTION ENTRANCE
• INSTALL SILT FENCE
• CLEAR LOT OF EXISTING BUILDINGS, FOUNDATIONS, POOL, PARKING LOT
AND VEGETATION AS SHOWN, TO BE DISPOSED OF IN AN AUTHORIZED
LANDFILL.
PHASE TWOS
• PLACE AND GRADE FILL MATERIALS
• ESTABLISH PERMANENT VEGETATION ON ALL DISTURBED AREAS (ON
PROPERTY AND ADJACENT RIGHT-OF-WAY)
FERTILIZE AND WATER DISTURBED AREAS UNTIL PERMANENT VEGETATION
IS FIRMLY ESTABLISHED AND STABILIZATION IS ACHIEVED
• REMOVE SILT FENCE
IV. SEDIMENTATION AW EROSION CONTROL NOTES
FLANBW
SPECIES RATE
HATTERAS AMERICAN BEACHGRASS 1 HEALTHY STEM/HILL
INTERPLANT 5-10% SEA OATS AND/OR BITTER PANICUM IF POSSIBLE.
AMERICAN BEACHGRASS: NOVEMBER - MARCH
SEA OATS AND BITTER PANICUM: MARCH - JUNE
mAmmpe"N
AMERICAN BEACHGRASS AND SEA OATS: B-10 INCHES
BITTER PANICUM: 6 INCHES
rA.QW
TO REPAIR OR MAINTAIN EXISTING DUNES, PLANT AT A
SPACING OF 1.5 FT X 1.5 FT. TO BUILD DUNES BY
TRAPPING SAND, A GRADUATED SPACING PATTERN SHOULD BE
USED THAT ALLOWS SAND TO PENETRATE TO THE CENTER OF
THE PLANTING, CREATING A WIDE, FLAT DUNE; SPACING
SHOULD BE AS FOLLOWS:
NUMBER OF ROWS ROW SPACING (FT)
4 3
4 2
4* 1.5
4 2
4 3
* - CENTER OF DUNE
REFER TO TABLE 6.16b FOR SUGGESTED DATES AND RATES OF DUNE
FERTILZATION.
ULCH
DO NOT MULCH.
DO NOT MOW. FERTILIZE AS NEEDED; FILL IN DEAD AREAS OF
AMERICAN BEACHGRASS BY TRANSPLANTING SEA OATS, BITTER PANICUM,
OR SEASHORE ELDER.
1. PRECONSTRUCTION CONFERENCE:
PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE CONTRACTOR SHALL WALK THE SITE WITH THE OWNER'S
REPRESENTATIVE AND A REPRESENTATIVE OF THE MUNICIPALITY (IF REQUIRED) IN ORDER TO IDENTIFY AND
MARK SPECIFIC ELEMENTS WHICH ARE TO BE PROTECTED. TREES SHALL BE PROTECTED IN ACCORDANCE WITH
THE NORTH CAROLINA EROSION AND SEDIMENTATION CONTROL HANDBOOK.
2. INSTALLATION OF EROSION CONTROL MEASURES:
PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, ALL EROSION AND SEDIMENTATION CONTROL
MEASURES IDENTIFIED ON THIS PLAN SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT PLANS AND
SPECIFICATIONS AND ALL PERMIT CONDITIONS.
3. UTILITIES:
PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL HAVE THE APPROPRIATE
UNDERGROUND UTILITIES LOCATED. CONTACT NC811 AT 811 OR 800-632-4949. UTILITIES SHOWN ARE TAKEN
FROM EXISTING RECORDS, FIELD OBSERVATIONS AND/OR UTILITY LOCATING SERVICE AND ARE NOT
GUARANTEED TO BE ACCURATE OR COMPLETE.
4. ACCESS TO SITE:
ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION ENTRANCE AS DESIGNATED ON THIS PLAN.
5. LIMITS OF DISTURBANCE:
THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF LAND DISTURBING AS WELL AS
EXISTING IMPROVEMENTS SPECIFICALLY NOTED TO REMAIN ARE NOT ADVERSELY IMPACTED BY ANY CLEARING
ACTIVITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR REPLACEMENT OF ITEMS
DAMAGED OUTSIDE THE LIMITS OF DISTURBANCE OR OTHERWISE NOTED TO REMAIN.
6. STABILIZATION:
EXPOSED SWALES, DITCHES, DIKES OR OTHER SLOPES STEEPER THAT 3(H):1(V) SHALL BE STABILIZED WITH A
TEMPORARY OR PERMANENT GROUND COVER WITHIN 7 CALENDAR DAYS. ALL OTHER EXPOSED EARTHEN AREAS
SHALL BE STABILIZED WITH A TEMPORARY OR PERMANENT GROUND COVER WITHIN 14 CALENDAR DAYS OF
THE COMPLETION OF ANY PHASE OF GRADING.
7. INSPECTIONS REQUIRED:
SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE INSPECTED, MAINTAINED AND REPAIRED AS
NECESSARY BY THE CONTRACTOR. THE CONTRACTOR SHALL MAINTAIN COMPLETED SELF -INSPECTION /
MONITORING FORMS (COMPLETED WEEKLY WITH DAILY RAINFALL TOTALS) THROUGHOUT THE PROJECT. THE SITE
SHALL ALSO BE INSPECTED AFTER ANY RAINFALL EVENT EQUAL OR GREATER THAN 0.5 INCHES OVER A 24
HOUR PERIOD.
8. CORRECTIVE MEASURES:
ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION UNTIL WORK IS
COMPLETE AND ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. IF EXCESSIVE WIND EROSION OR
STORM WATER RUNOFF DEVELOPS DURING TIME OF CONSTRUCTION IN ANY LOCATION ON THE PROJECT SITE,
ADDITIONAL SAND OR SILT FENCE SHALL BE INSTALLED AS DIRECTED BY ENGINEER, SEE SAND OR SILT
FENCE DETAIL.
9. DEBRIS REMOVAL:
ALL CLEARING DEBRIS SHALL BE REMOVED FROM THE SITE BY THE CONTRACTOR AND DISPOSED OF IN A
LAWFUL MANNER. NO BURNING OF DEBRIS ON SITE IS PERMITTED. NO ON -SITE BURNING IS PERMITTED
UNLESS OTHERWISE APPROVED BY THE LOCAL FIRE MARSHALL, MUNICIPAL AGENCY OF JURISDICTION AND THE
OWNER.
10. EXCAVATION AND EMBANKMENT:
ANY OFF -SITE MATERIAL BROUGHT ONTO TO THE SITE TO BE USED FOR GRADING FILL SHALL BE OBTAINED
FROM A PERMITTED BORROW PIT.
11. EXISTING INFORMATION:
THE EXISTING SURVEY AND SITE TOPOGRAPHIC INFORMATION SHOWN IS BASED UPON SURVEY INFORMATION
PROVIDED BY SEABOARD SURVEYING AS SURVEYED ON OCTOBER 3, 2014.
V. DEMOLRION NOTES
ALL EXISTING IMPROVEMENTS SHOWN WITHIN THE LIMITS OF DISTURBANCE, INCLUDING SEPTIC SYSTEMS, SHALL
BE REMOVED UNLESS SPECIFICALLY NOTED TO REMAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
PROPER DISPOSAL TO AN OFFSITE LOCATION PROVIDED BY THE CONTRACTOR.
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CAREFULLY REMOVE ALL ITEMS SHOWN TO BE
RELOCATED. PRIOR TO REMOVAL, ANY CONDITIONS THAT PREVENT SUCH REMOVAL OR EXISTING DAMAGE TO
THE ITEMS SHALL BE REPORTED TO THE OWNER IMMEDIATELY. CONTRACTOR WILL BE RESPONSIBLE FOR ITEMS
DAMAGED DURING THE PROJECT.
LOCATION
ATIA OONN WARNING
EXISTING UNDERGROUND UTILITIES SHOWN HAS BEEN TAKEN FROM RECORD DRAWINGS. EXACT
LOCATION OF THESE UTILITIES IS UNKNOWN. LOCATION OF OTHER UNDERGROUND UTILITIES IS UNKNOWN AND
HAS NOT BEEN SHOWN ON THESE DRAWINGS. ALL UNDERGROUND UTILITIES ENCOUNTERED SHALL IMMEDIATELY
BE REPORTED TO THE OWNER.
SEPTIC SYSTEM A 9AND0A#A8VT NOTES
1. DISCONNECT ALL EXISTING POWER TO THE SYSTEM AT THE SOURCE. COORDINATE POTENTIAL RE -USE OF EXISTING
POWER LINES WITH ELECTRICAL PLANS AND SPECIFICATIONS.
2. OBTAIN AN APPROVED HAULER PUMP TO REMOVE ANY REMAINING LIQUID, SLUDGE, AND SCUM FROM TANKS TO BE
ABANDONED/REMOVED.
3. REMOVE TANKS AND PROPERLY DISPOSE OF REMAINS AT AN AUTHORIZED LANDFILL.
4. REMOVE EXISTING DRAINLINES WITHIN DRAINFIELDS. REMOVE SURFACE FEATURES WITHIN DRAINFIELDS SHOWN TO BE
ABANDONED.
5. BACKFILLED AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY. MORE STRINGENT COMPACTION
REQUIREMENTS MAY APPLY WITHIN THE PROJECT SPECIFICATIONS.
6. UPON COMPLETION OF REMOVAL, BACKFILL, AND COMPACTION, ALL DISTURBED SURFACES SHALL BE COATED WITH
HYDRATED LIME (IF EXPOSED TO EFFLUENT) AND A VEGETATIVE COVER SHALL BE ESTABLISHED.
8'
NOTES:
1. 6' POST SPACING FOR
NON —WIRE REINFORCED
T
FENCE. 8' POST SPACING
PERMITTED IF FENCE
CONTAINS REINFORCING
WIRE.
+
2. 4' MINIMUM OVERLAP
\\/\\/
REQUIRED (ATTACHED AT
/�\�/���\/\\ N
POSTS) WHEN JOINING
SECTIONS OF SILT FENCE.
3. SILT FENCE SHALL BE
TO STEEL POSTS
\'A
ATTACHED
USING A MINIMUM OF 3
WIRE OR PLASTIC TIES.
STEEL POST
COMPACTED FILL
WIRE REINFORCED SYNTHETIC
FIBRE JUTE MESH FILTER FABRIC
EXTENSION OF FILTER _\
FABRIC INTO THE TRENCH
DIRECTION OF FLOW
SILT FENCE DETAIL
NTS
TABLE 616b DU1E 4Wa4OWE
!l:�'►l ��'C �G'� � �'>1i=A1S� � il= ���1 r. �.: ice/
DATE
FIRST YEAR SECOND YEAR
SUBSEQUENT YEARS
(IF NEEDED)
AMERICAN BEACHGRASS
MARCH 15
-- 10 LBS 10-10-10
10 LBS 10-10-10
APRIL 15
15 LBS 10-10-10 --
--
JUNE 15
4 LBS AMMONIUM --
NITRATE
SEPTEMBER 1
4 LBS AMMONIUM 3LBS AMMONIUM
--
NITRATE NITRATE
SEA OATS AND BITTER PANICUM
APRIL 15
-- 10 LBS 10-10-10
10 LBS 10-10-10
MAY 1
15 LBS 10-10-10 --
--
JUNE 15
4 LBS AMMONIUM --
NITRATE
JULY 1
-- 3 LBS AMMONIUM
NITRATE
--
AUGUST 1
4 LBS AMMONIUM --
NITRATE
SOURCE: BUILDING AND STABILIZING DUNES WITH VEGETATION. UNC SEA GRANT
PUBLICATION 82-05, S. W. BROOME ET AL., 1982
sITE sTABIL 477OlY l EOUIREMEWJ
SITE AREA
STABILIZATION
STABILIZATION TIME FRAME
DESCRIPTION
TIME FRAME
EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES AND
7 DAYS
NONE
SLOPES
HIGH QUALITY WATER
7 DAYS
NONE
(HQW) ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
7-DAYS FOR SLOPES
SLOPES 3:1 OR
14 DAYS
GREATER THAN 50 FEET
FLATTER
IN LENGTH
ALL OTHER AREAS
NONE (EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETER AND HQW
THAN 4:1
ZONES)
aCCURYC 7 %'P.P'IEMMC
APMi.1- AOIY a mmummEmamm
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
WINTER RYE GRAIN 3 LB/1000 SF
NOTE: DELETE RYE GRAIN IF OVERSEEDING ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
A14YV M SLY
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
GERMAN MILLET 3 LB/1000 SF
NOTE: DELETE MILLET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
WINTER RYE GRAIN 5 LB/1000 SF
AAMOOM
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 500 LB
PER ACRE OF 10-10-10 FERTILIZER.
AALM
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATTING
PER MANUFACTURERS RECOMMENDATIONS. HYDROSEEDING IS ALSO AN
ACCEPTABLE METHOD OF TEMPORARY STABILIZATION.
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING
WITH 50 LB/ ACRE NITROGEN.
N/F
HASSAN A. HASSAN
ABEER HASSAN
LOT 10, BILK 2
NAGS HEAD SHORES
AMENDED SEC. 2
MB 1, PG. 179
9893 18 40 1267
D.B. 1881, PG 182
EXISTING
VET. ETATI0 N
TO FREMAIN
SAND TO BE
REMOVED (CUT)
(4H:1 V MAX. SLOPE)
EXISTING DUNE
O
SAND TO B
RELOCATED (FILL
(3H:1 V MAX. SLOPE
REMOVE EXISTING
1111 ll" AAlrl
REMOVE
EXISTING WALL
EXISTING DUNE
SECTION A A PRORLE SEC I AAV B B LE
SCALE: 1 " = 30' H SCALE 1 " = 30' H
in, %/ SCALE. 1 ' = 10' V
VICINITY MAP
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STORY STRUCTURE. DO NOT DAMAGE
EXISTING BEACH ACCESS STRUCTURE.
N/F
TOWN OF NAGS HEAD
PT. OF BALTIC STREET
MB 1, PG. 179
9892 06 49 3873
USE EX. DRIVE
FOR CONSTRUCTION
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