5-15 Town of North Topsail Beach Oversized Plans

THIS IS TO CERTIFY THAT THE SUBJECT PROPERTY IS LOCATED
IN FLOOD ZONE _ "VE" WHICH IS A
SPECIAL FLOOD HAZARD AREA AS DETERMINED BY THE FEDERAL
EMERGENCY MANAGEMENT AGENCY, AND THE NATIONAL FLOOD
INSURANCE PROGRAM, COMMUNITY PANEL NUMBER
370466 377^d26600J NQVFMRFR 3. 2005
SALT TREATED TIMBERS
-►� 2.5'
I
BORDERING GRAVEL
(SIZE TO BE DETERMINED BY
I
APPROVED PERVIOUS GRAVEL)
I
I
PERVIOUS GRAVEL
(SIZE TO BE DETERMINED BY
STATE STORMWATER
I
SEE NOTES)
I
`
20'
e
CONCRETE PARKING STOP
I
(SEE DETAIL)
I
I
-�►� 3'
R/W -
2987' TO C
MYRTLE DRIVE
DIVISION OF COASTAL MANAGEMENT NOTES
1. ANY PROPOSED IMPERVIOUS SURFACE WILL BE DIVIDED BY NARROW STRIPS OF PERVIOUS
STONE AS TO LIMIT THE SQUARE FOOTAGE OF EACH AREA TO LESS THAN 5000 SF; EROSION
IS LESS THAN 2 FEET PER YEAR AND MINIMUM SETBACK OF 60 FEET IS USED FOR SMALL
STRUCTURES. EXISTING PARKING IS IMPERVIOUS AND WILL REMAIN UNCHANGED.
2. PERVIOUS RIVER GRAVEL WITH UNIFORMED SIZE BETWEEN 3/4" TO 3" WILL NOT BE INCLUDED
AS BUA,
3. INTENT OF SITE GRADING LANDWARD OF THE 60' SMALL STRUCTURE SETBACK IS "DUNE
REDISTRIBUTION."
4. PROPOSED RESTROOMS WILL BE TEMPORARY PORTABLE RESTROOMS.
5. APPROXIMATE MEAN HIGH WATER LINE WAS SURVEYED AS 1' FOOT (NAVD88).
6. PERVIOUS GRAVEL WILL BE DETERMINED BY STATE STORMWATER MANAGEMENT DEFINITION -
SEE NOTE IN STORMWATER MANAGEMENT NOTES.
7. THE PROJECT IS IN OCEAN ERODIBLE AND HIGH HAZARD FLOOD AREAS AS DETERMINED BY
JASON DAIL OF DCM,
SALT TREATED TIMBERS
BORDERING GRAVEL _ {
(SIZE TO BE DETERMINED BY "'j 2.5'
APPROVED PERVIOUS GRAVEL)
lB
PERVIOUS GRAVEL
(SIZE TO BE DETERMINED BY
STATE STORMWATER
SEE NOTES)
'
24'
20'
i
i I
I
ABC STONE AND/OR
I
I '
PERVIOUS GRAVEL
I
i I
I
PARKING DETAIL
3'
Y 210
EDGE OF ASPHALT
COASTAL MANAGEMENT
EXISTING ASPHALT & IMPERVIOUS GRAVEL = 16666 Sq.Ft.
PROPOSED ASPHALT APRONS = 1494 Sq.Ft.
PROPOSED ABC STONE = 7697 Sa.Ft,
PROPOSED TOTAL BUILT UPON AREA/IMPERVIOUS SURFACE 25857 Sq.Ft.
TOTAL LOT AREA 215487 Sa.Ft.
PROPOSED IMPERVIOUS SURFACE = 12.0%
ANTICIPATED DISTURBED AREA: 64096 Sq.Ft.
17-- LENGTH OF SHORE LINE: 921.71'
PROJECT NOTES
1• BOUNDARY AND TOPOGRAPHIC SURVEYS WERE PERFORMED BY CHARLES F. RIGGS & ASSOCIATES, INC.
2. PARKING AREA DEVELOPMENT PLANS ARE USED FOR OBTAINING MAJOR CAMA, NC STATE STORMWATER, EROSION
CONTROL PERMITS AND NCDOT DRIVEWAY PERMIT.
3. PROJECT WILL UTILIZE ONWASA WATER FOR POTABLE WATER.
4. PROJECT WILL UTILIZE PORTABLE TOILET SERVICE FOR SANITARY SEWER.
5. PLAN DOES NOT REFLECT FIELD VERIFICATION OF EXISTING UTILITIES. FIELD VERIFICATION TO BE PERFORMED ON SITE BY
CONTRACTOR BY CALLING THE NORTH CAROLINA ONE -CALL CENTER AT [phone] AND ALLOW THE CENTER TO
LOCATE EXISTING UTILITIES BEFORE DIGGING.
6. ELEVATIONS ARE RELATIVE TO NAVD 88.
7. FINAL LANDSCAPING TO BE DESIGNED AND INSTALLED UNDER DIRECTION OF LANDSCAPE PROFESSIONAL.
8. PROPOSED RESTROOMS WILL BE A FLOOD PROOF PERMANENT STRUCTURE OR TEMPORARY PORTABLE RESTROOMS TO BE
MOBILE RESTROOM BUILDING OR IF INDIVIDUAL UNITS THEN SIX FEET PRIVACY FENCE IS REQUIRED FOR SCREENING.
9. PROPOSED HANDICAPPED ACCESSIBLE WOOD DUNE CROSSOVER TO BE ENGINEERED BY OTHERS TO MEET ADA RAMP
CODES.
10. PROPOSED GATES TO BE LOCATED OUTSIDE OF R/W, STYLE OF GATES TO BE DETERMINED BY TOWN OF NORTH TOPSAIL
BEACH.
Lv
R/W (I
Z m�w o
z wig
ti.
i p
a. y Utz �I4
O (n 6 a SAND COVERED Ia
N
.< ASPHALT WALK
PROPOSED
} 3 B PERVIOUS PROPOSED WOOD WALK i
GRAVEL
170
NOW OR FORMERLY A c 9•0
ROGERS BAY CAMPGROUND CO OWNERS 73' EXISTING
PO BOX 517 Z PROPOSED PARKING I GRADE
SNEADS FERRY, NC 28460 ' t0
RESIDENTIAL USE
SPEED
EXISTING '` NC HIGHWAY 210 - ISLAND DRIVE 45
CROSSWALK
100' R/W (ASPHALT -PUBLIC) LIMIT polo
#-- ------ PROPOSED - ,�-------------------------__--_--. -___-_-'
---_---------- PROPOSED
- --
CONSTRUCnONCONSTRUCTION
ENTRANCE ENTRANCE
LAT: 34-28-49N
=LONG: 77-26-47W
NCDOT NOTES
1. MAINTENANCE FOR EASEMENTS OUTSIDE OF NC DEPARTMENT OF
TRANSPORTATION RIGHTS -OF -WAY ARE THE RESPONSIBILTY OF THE
PROPERTY OWNER (or HOA),
2. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDOT RIGHT-OF-WAY.
3. ONLY NCDOT APPROVED MATERIALS ARE TO BE USED WITHIN THE
RIGHT-OF-WAY.
4. PAVEMENT MARKINGS MUST BE PREMARKED, INSPECTED AND APPROVED BY
NCDOT TRAFFIC SERVICES PRICR TO FINAL PAVEMENT MARKINGS. CONTACT
NCDOT TRAFFIC SERVICES AT (1910) 341-0300.
5. ALL TRAFFIC IMPROVEMENT WORK BETWEEN MEMORIAL DAY AND LABOR DAY
WILL BE NIGHT WORK ONLY.
6. ALL TRAFFIC CONTROL SHALL FOLLOW MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD).
7. PROPOSED ENTRANCE GATES SHALL BE OUTSIDE OF NCDOT RIGHT-OF-WAY.
INN)
71(:(� bl,
- R/W
m nc emu u T
----------}------------------------------------------------------_
APPROXIMATELY 201.2' TO (� - X_ ? 40' _ PROPOSED - - _ - 293' - - - - - - - 415' _ - - _ - - - - - - - - - - - - -
ASPHALT APRON -- - - - - - - - - - - - - - -- - - - ---- -
UNRELATEDADJOiNER (ELMS) ---� -� ----- ---- ------------------- ------------------------------------- -- ----- --%--t-- - - - ----------------------------------- - - - - - - - - - - - - - - - - - - - - - -
EDGE OF ASPHALT ,3 * E -_-- STING TURN LANE
`< `
__ __ �_.'
EXISTING BIKE LAN
EXISTING ENTRANCE
„� PROPOSED __ -- - - EDGE OF ASPHALT
TO BE RELOCATED ASPHALT APRON - ` - - - •'
ASPHALT TO BE / PROPOSED GATES STYLE TO BE DETERMINED GATES STYLE TO BE bETERMfNED - 25' NATURAL PROPOSED{; 25' NATURAL a - _PROPOSED
PROPOSED REMOVED BY NORTH TOPSAIL BEACH & SHALL BE LIMITS OF BY NORTH TOPSAIL BEACH &SHALL BE VEGETATIVE BUFFER
- ROPE FENCE
._ DIS
4° PICKET FENCE 25 RADIUS OUT OF THE NCDOT RIGHT-OF-WAY VEGETATIVE BUFFER DISTURBANCE OUT OF, THE NCDOT RIGHT -Of -WAY _ . M1 - r �� } , � � , „ • . _ -_ - . ,:> R/W UMENT
TYPICAL) N60'30'56"E 200.00' I N 56 E 648.41 . , / L1
60 30
r _ ��_ , t > , •.EIR
_ .. . _ , z 4 sr+.,-
-_ - �- '... .►, r \ , SMN
.....
BENCHMARNIC K --
'2#_�►„ - -_: ik PARKING
.ter.. ^� �s _� ;�, -i.. EXStsTiiiO 8.2 _
-�r� �T _ '
_ _ _ _-�+--•���-----0---•--d --o = - - ,- . .,.. 's�c`�TATI ' '- j,'� - <� - � •c'' 7.29+
10'xt0' DECK 9.2
-,-- - - - `. k 1 SPA S _ "` •�+::. "Li'.
& WATER ,` ' i $c9 -7 -- , T W It
0.0'PROP SED `. _ _ ,, SPIGOT to ' SAN /GR P V10US GRAVEL �BIKE NEW PARKINGNOW OR FORMERLY NOW OR FORMERLYI I 75 SPACES
_PHA�LT TO REMAINs
'_.- ��cc�� QR BORTION IN z
EXIST,NG .. -,
EL VIS DiJLJAN RAJDC HOLDINGS INC Xs..4' 28 SPACEs \ vRovosED PRbPo�ED roEGETATKIN
EASEMENT NOTES
1. NO ROPE FENCE ACROSS EASEMENT ACCESS
AREA.
2. NO DIRECT ACCESS TO EXISTING EASEMENT FROM
NEW PARKING AREA.
TOTAL AREA
215487 Sq,Ft.
4.947 ACRES
ALL POINTS NON MONUMENTED
UNLESS OTHERWISE NOTED
NOTE
BENCHMARK: SMN
NORTHING: 269685.67'
EAS71NG: 2468653.83'
ELEVATION: 7.29'
HORIZONTAL DATUM: NAD 83 (2011)
VERTICAL DATUM: NAVD 88
HORIZONTAL & VERTICAL DATUM OBTAINED
WITH TOPCON GRS USING N.C. GEODETIC
CONTINUOUS OPERATING REFERENCE STATIONS
OWNERS
TOPSAIL BEACH, LLC (PARCEL 769-4.3 & 769-9.1)
RAJDC HOLDINGS, INC (PARCEL 769-4)
R/W
TITLE SOURCE
D.B. 1187, P. 662 (TOPSAIL BEACH, LLC)
D.B. 1394, P. 816 (RAJDC HOLDINGS, INC)
D.B. 2065, P. 465 (TOPSAIL BEACH, LLC)
IMPERVIOUS y `� PERVIOUS PROPOSED ABC STONE x
AFTER PExra s cRAbEL NOW OR FORMERLY
E 2026 US HIGHWAY 70W / / , PROPOSED ABb'STONE 9.8. GRAVE} 4303 Ft 2 sP CES , 1 I x
3485 WATERVILL , "GRAVEL PARKING',,, ENTRANCE i Sq '� t -
- 29 SPACES RELOCATION r�.. 3394 SgFt.. - . 2. -` - S T M O R I TZ
SWANTON RD. GOLDSBORO, NC 27530 r !:._ -- `
08 P. 236 - �-
N TON OH 43558 D.B.15 _-..,,.- -aa nNG ' - _'.:=-- . R1NS: _.-,..Ex►s 630 MILITARY CUTOFF RD
SWA - _ WI 3
VACANT _ _ -
D. B
_
LMINGTO NC 2840
-- -
,
K
_
IAL USE _ ,. s ALT:: T . t> _ : _ _
RESIDENT �+_ ;. >. 92: - -
w RESIDENTIAL USE
� v�
12.1 -8 - - - - - - v . K8 -
-�9.5i . ._ r s .��
_ K6D 1 "` .- PROPOSED _ _ALK
1 :1 - N CAMA 80 ROPE FENS. r _ 1 - wr+ J«
3 ,, >� .,,� -- ._ - _ _-- --_ SMALL STRUCTURE SETBACK
NID
„ . ..� _,.. SEA BY S
-
_.. RE AGIC ,
6ti SAMi� R£WEN
I.IMFTS OF
32"t '- - tv - _ -
DECK _ 1 .. 8 - /- -
DISTURB - J ,W - �_� -G _ -- ., _ - ! k r a & WATER - c�i l / - _ _ �i 1
_• - _
w SPIGOT ii. ,�{-�. - �' -" ` f i 1
1 " 1 I ~�-jr�'~~1 s o { I
8 r 1
1
:z7z
i' -yam
FLSNV­
_
8 - - - FlRST LINE OF -.: - _ - 7
-
FLSN
-
7/2/14
4.4
N
/2'/
•-12 _ _ cA&rA sTABI E w►TUR�1L vEGEranoN _ _ _ --iRa1 oi- STa�- _"� Rlccs W
, _ _
_ _ - - !It� �""' 1 8 -
_ "'�Y- 8 12r3
_. _... ._._ .._. _".. _..._.. -
5,E1 -
i;4TiE)N
Ln
- - w - _ - - -
w ,.,.8:... _< -- -..._ - - - - -. -_ ._ - - - - -3 f F 14-3�3f ti=- -._ _._ ._ �....n d _., w,- :-...- _ �.�....� _ -- - JAD- 50_STO WATER BUFf'ER Lr►
p w. ( _ .- - Rl
M
O --
10' ACCESS EASEMENT
�- - - - - - - _
- .. _- -- - _- -- ' E}-
ENTuB_38 - - - .-
TAX ID
769-4
769-4.3
769-9.1
REFERENCES
D.B.
1187,
P. 662
D.B.
1394,
P. 816
Q.B.
2065,
P. 465
D.B.
4080,
P. 91
D.B.
4080,
P. 97
D.B,
4080,
103
M.B.
18, P.
18
M.B.
30, P.
38
M.B.
31, P.
112
LEGEND
CC = CONTROL CORNER
ECM = EXISTING CONCRETE MONUMENT (FOUND)(CONTROL CORNER)
EIP = EXISTING IRON PIPE (FOUND)
EIR = EXISTING IRON ROD (FOUND)
EMN = EXISTING MAGNETIC NAIL (FOUND)(CONTROL CORNER)
EPK = EXISTING PARKER-KALON NAIL (FOUND)(CONTROL CORNER)
ERRS = EXISTING RAILROAD SPIKE (FOUND)
MBL = MINIMUM BUILDING LINE
NMP = NON MONUMENTED POINT
R/W = RIGHT OF WAY
APPROXIMATE MEAN HIGH WATER LINE SIP =SET IROSET N PEPS TE MO
NUMENT CONTROL CORNS
APPROXIMATE MEAN HIGH WATER LINE - " " "` `"` " _ ' L7
L6 L5 L4 L3 L2 EEVATtON 1.0' NAVD sa SIR =SET IRON ROD
- -- - .� Y-
ELEVATION 1.0° NAVD 88 --- ' - y - -
L12 LS
L11 L10 L9
STORMWATER MANAGEMENT NOTES
1. APPLICATION FOR LOW DENSITY STORMWATER PERMIT NUMBER WITH 12% IMPERVIOUS AREA AND LESS
THAN 1/2 MILE FROM SA WATERS
2. RECEIVING STREAM NAME: ATLANTIC OCEANIN CAPE FEAR RIVER BASIN
3. INDEX NUMBER: 99-(3)
4. STREAM CLASSIFICATION: SB
5, ALL DEVELOPMENT MUST BE IN COMPLIANCE WITH THE STATE OF NORTH CAROLINA GENERAL PERMIT -
NCG 010000 EFFECTIVE ON AUGUST 3, 2011 OR SUBSEQUENT REVISIONS - SEE DETAILS SHEET
6. GRAVEL DEFINITION PER THE "TEMPORARY GRAVEL RULES IN EFFECT" TEMPORARY ADMENDMENT EFFECIVE
MARCH 28, 2014 STATES "GRAVEL MEANS A CLEAN OR WASHED, LOOSE, UNIFORMLY -GRADED AGGREGATE
OF STONES FROM A LOWER LIMIT OF 0.8 INCHES TO AN UPPER LIMIT OF 3.0 INCHES IN SIZE. GRAVEL
MEETING THIS CRITERIA IS CONSIDERED PERVIOUS AND EXCLUDED FROM STATE STORMWATER BUILT UPOJ
AREA (BUA). PERVIOUS GRAVEL AGGREGATE SIZE TO BE DETERMINED AND APPROVED BY:
NC DENR
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
LAND QUALITY SEC11ON: STORMWATER MANAGMENT
STORMWATER MANAGEMENT BUA
1. TOTAL PROPERTY AREA 4.ACRES
2. LESS COASTAL WETLANDS - 0.000 00 ACRES
3. LESS SURFACE WATERS - 0.000 ACRES
4. TOTAL PROJECT AREA (PA) 215.487 SF = 4.947 ACRES
5 BUA ALLOWED = TOTAL PA * 12% = 25,857 SF
66.1.BUABUILDING
& STRUCTURES
0 SF
9191 SF
4�
6.2. PARKING-ASPHALT
6.3. EXISTING BUA
6.4. FUTURE BUA
16,6660 SF
6.4.1. TOTAL BUA ALLOCATION =
25,857 SF
_ a SEAL ;
- Qq
-
CHARLES F. RIGGS & ASSOCIAT , F \ .� (C-730)
LAND SURVEYING - CONVENTIONAL & GLOBAL POSIT�bNI,t�V�b`\ SYSTEMS,
LAND PLANNING & COMPUTER MAPPING
502 NEW BRIDGE STREET
P.O. BOX 1570 101 SCOTTS HILL LOOP ROAD
JACKSONVILLE, N.C. 28541-1570 WILMINGTON, N.C. 28411
TELEPHONE: [phone] TELEPHONE: [phone]
E-MAIL: [e-mail] E-MAIL: [e-mail]
EROSION AND SEDIMENT CONTROL NOTES a)
1. LAND DISTURBANCE = 1,471 ACRES
2. ABIDE BY REVISED NPDES PERMIT EFFECTIVE AUGUST 2, 2011 FOR THE NEW STABILIZATION
TIME FRAMES, NO NEW SLOPES STEEPER THAT 3:1 ARE DESIGNED.
3. SEE DETAILS SHEET FOR VEGETATIVE PLAN CONSTRUCTION SEQUENCE AND EROSION
CONTROL MAINTENANCE PLAN
4. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA WITHIN
DESIGNATED CLEARING LIMITS .
5. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES BOTH DURING AND AFTER LAND
DISTURBING ACTIVITIES HAVE BEEN COMPLETED.
6. CONTRACTOR SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL
MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY NCDENR-DIMSON OF ENERGY,
MINERAL AND LAND RESOURCES, LAND QUALITY SECTION, IF REQUIRED.
7. FIELD CHANGES MADE THAT AFFECT THE PERMITTED EROSION CONTROL PLAN, INCLUDING
STORMWATER CHANGES, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE
THE SITE IS BROUGHT INTO COMPLIANCE WITH NCDENR-DEMLR LAND QUALITY SECTION.
8. ANY BORROW MATERIAL BROUGHT ONTO SITE MUST BE FROM A LEGALLY OPERATED LANDFILL
REGULATED BY THE DIVISION OF WASTE MANAGEMENT OR LANDFILL REGULATED UNDER THE
MINING ACT OF 1971.
9. ANY EXCESS MATERIAL REMOVED FROM SITE MUST BE HAULED TO A LEGALLY OPERATED
LANDFILL REGULATED BY THE DIVISION OF WASTE MANAGEMENT OR LANDFILL REGULATED
UNDER THE MINING ACT OF 1971.
10. CONTACT PERSON RESPONSIBLE FOR EROSION CONTROL MEASURES:
ATLANTIC OCEAN
FlNAI- 1�K'A IMNG
No-r p�L_t A5t�n rop CON51'?uclION
SITE #3
EXISTING ASPHALT ROAD REMAINS = 7312 Sq.Ft.
EXISTING IMPERVIOUS GRAVEL = 9354 Sq.Ft.
PROPOSED ENTRANCE APRONS = 1494 Sq.Ft.
PROPOSED ABC STONE DRIVE = 7697 Sq.Ft.
PARKING AREA DEVELOPMENT PLANS
FOR
CHARLES F. RIGGS &ASSOCIATES, INC. MR. CHARLES F. RIGGS TOWN OF NORTH TOI'SAIL BEACH
502 NEW BRIDGE STREET
JACKSONMLLE, NC 28540
PHONE- (910) [phone] PROPERTIES AS PER C.B. 1187, P. 662, D.B. 1394, P. 816 & D.B. 2065, P. 465
STUART E, TOWN MANAGER STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
2008 LOGGERHAED COURT TOPSAIL BEACH LLC, OWNERS, D.B. 1187, P. 662 & D.B. 2065, P. 465
NORTH TOPSAIL BEACH, NC 28460
[phone] R. A. JEFFREYS DISTRIBUTING COMPANY, OWNER, D.B. 1394, P. 816
4030 ISLAND DRIVE
LINE TABLE
LINE # LENGTH
DIRECTION
L1
49.52'
N60'29'57"E
L2
45.37'
S62'20'58"W
L3
70.78'
S62'20'58"W
L4
91.18'
S60*52'22"W
L.5
108.57'
S57*56'39"W
LE
93.24'
S62*39'25"W
Li
98.27'
S5814'37"W
L8
95.58'
S53'22'39"W
L9
104.02'
S59'09'13'W
LI0
13.67'
S62'47'45"W
LV
89.94'
S62'47'45"W
L1'
111.10'
S66'06'47"W
SMN
= SET MAGNETIC NAIL (CONTROL CORNER)
SPK
= SET PARKER-KALON NAIL (CONTROL CORNER)
q
= CENTERLINE
®
= WATER METER
= FIRE HYDRANT
W"
DsS�
= WATER VALVE
= SANITARY SEWER MANHOLE
co
= CLEAN OUT
PH
= TELEPHONE PEDESTAL
= TELEVISION PEDESTAL
Fo
= FIBER OPTIC CABLE MARKER
= LIGHT POLE
= POWER POLE 11,,LtDCiflir�[i>'lIJ(1
---
= POWER LINE '
®
= ELECTRIC TRANSFORMER
X7.3'
= EXISTING SPOT ELEVATION %oz Z I j3s
7.3
= PROPOSED SPOT ELEVATION
- 7 -
= EXISTING POST SIGN
Tc
= PROPOSED TRASH CAN {IL3I0�21
78RK-El
= PROPOSED BICYCLE RACK
PT
= PROPOSED PORTABLE TOILET
FK-o-Dl
= PROPOSED "KEEP OFF DUNE" SIGN
s
= PROPOSED "STOP" SIGN
E-
= PROPOSED STORMWATER FLOW
GRAPHIC SCALE
40 0 20
40 80 160
( IN FEET )
1 inch = 40 ft.
ACTUAL FIELD SURVEY DATE: JULY 2, 2014
MAPPING DATE: AUGUST 25, 2014
DRAWN BY: -1, Hr� :L-M5
CHECKED BY: C,il, 1,'16i6i5
FIELD BOOK: 833 PAGE: 1
PROJECT NUMBER: 14-05-04
SHEET 6 OF 8
v
0
o Kn
eti Z
o __jm
-P Z
z
0

RECEPVW
12 2014
� � � CARrrfrii I �iNAL C7P.GlMNGi
5` .9
TOWN OF NORTH TOPSAIL BEACH
SITES1, 2,3&4
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
TOWN OF NORTH TOPSAIL BEACH, OWNER, D.B. 4084, P. 264 & D.B. 4138, P. 358
TOWN OF NORTH TOPSAIL BEACH
NERMS
'8i-0 0 9 2014
MAPPING DATE AUGUST 25, 2014
DRAWN BY: J. HE6.M5
CHECKED BY: C.i, 0157G5
PROJECT NURdBER: 14-05-02 — 051
SHEET ! OF E3
m

GENERAL SITE AND PLAN NOTES
STORMWATER MANAGEMENT NOTES
1. THIS PUN DOES NOT NECESSARILY REPRESENT APPROVAL OF ALL REGULATORY AGENCIES. HOVLVER, ANY
1. ALL DEVELOPMENT MUST BE IN COMPUANCE WITH THE STATE OF NORTH CAROLINA
CONSTRUCTION ACNNTIES SHOULD CONFORM TO FEDERAL, STATE. AND LOCAL LAWS, CODES AND REGULATIONS.
GENERAL PERMIT - NOG OtOODO EFFECTIVE ON AUGUST 3, 2011 OR SUBSEQUENT
REVISIONS REQUIREMENTS INCLUDE:
2. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHAD. BE REPORTED TO THE ENGINEER PRIOR TO
START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS;-
1.1. PROJECT MUST FOLLOW AN APPROVED EROSION AND SEDIMENTATION CONTROL PLAN
1.2. CONSTRUCTION SITE POLLUTANTS MUST BE MANAGED INCLUDING EQUIPMENT
EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.
OPERATION AND MAINTENANCE, MATERIAL HANDLING, BUILDING MATERIAL WASTE
HANDLING, LOCATION OF STOCK PILES AND HANDLING OF CONCRETE
3. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITY AND RO.W.'S PUBLIC OR PRIVATE,
1.3, GROUND STABILIZATION MUST BE ACHIEVED ON ANY AREA OF A SITE WHERE
PRIOR TO WORKING IN THESE AREAS.
LAND -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED; REFER
TO APPROVED EROSION AND SEDIMENTATION CONTROL PLAN FOR STABIUZATION
4. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBUC SHALL BE PROTECTED FROM
TIMEFRAME REWIREMENTS.
INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE,
1.4. MINIMUM SELF !NSPECTON AND REPORTING REQUIREMENTS MUST BE LOGGED AND
MAINTAINED AS LONG AS LAND DISTURBING ACTIVITIES ARE ACTIVE THE FOLLOWING
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS COORDINATED WITH
ARE THE REQUIRES ITEMS; REFER TO THE ROD 010000 PERMIT FOR COMPLETE
THE RESPECTIVE UTILITY.
DETAILS OF ALL REQUIRED INSPECTIONS AND REPORTING:
1.4.1. RAIN GUAGE MONITORING DAILY AND AFTER SIGNIFICANT RAIN EVENTS
5. CHECK THE GRAPHIC SCALE OF THIS DRAWING SET AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
1.4.2. WRITTEN RECORD OF DAILY RAINFALL AMOUNTS; PERMIT LIST RECORD RETENTION
REQUIREMENTS
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF THE PROJECT AND AT
1.4.3. EROSION AND SEDIMENTATION CONTROL MEASURES INSPECTIONS AND RECORD
LEAST ONCE A WEEK CUBING CONS'IRUC7ION,
KEENG
1.4.4. NOTIFICATION OF VISIBLE SEDIMENT DEPOSITION LEAVING SITE.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOM CLEAN AT ALL TIMES.
B. CONTRACTOR SHALL MAINTAIN AN 'AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCA71ON OF ALL PIPING
PRIOR TO CONCEALMENT DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A
COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.
S. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF
SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE
CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER.
10. ALL PERMITS RELATIVE TD PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION,
11, ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE STATE, COUNTY, AND LOCAL CODES.
12, FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
13, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS. EQUIPMENT, ETC., THAT MAY BE
REQUIRED.
14. THE ENGINEER AND/OR OV44ER DISCLAIM ANY ROE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED 'NTH THE
PROJECT AS SET FORTH IN THESE PLANS.
GENERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTIUTIES ON THE PLANS. THE EXACT
LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF
THE DITCHING OPERATION BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH
THE UTIUTY COMPANIES RN ORDER TO LOCATE EXISTING UTILITRS IN ADVANCE OF THE TRENCHING OPERATIONS $O AS
TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTUTIES. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST
RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING BUT NOT UNITED TO REPAIRS AND LOSS
SERVICE REVENUE. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES,
CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER UNES, ETC...
P`r
"L ,;, 50•
2. CONTRACTOR SHALL COMPLY WTH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR
Mi y
0
SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH
ACT.
& CONTRACTOR SHALL PLAN AND CONSTRUCT WORK 90 AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND
THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR
TEMPORARY SUSPENSION OF WORK, SUITABLE BARBERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING
FLAO MEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN
6' MIN.
THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE PITH THE LATEST EDITION OF
4' _ 3• COARSE
"CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICE
AGGREGATE OR
BY THE NCDOT.
MINIMUM 2• -3' DIAMETER STONE GEO-FABRIC
4. UNLESS OTHERWISE DIRECTED BY THE OWB4ER OR DEVELOPER, ALL MATERIAL CLEARED AND GRUBBED THE
UNDER ROCK
CONTRACTOR IN ORDER TO CONSTRUCT THE WORK, SUCH AS TREES, SHALL
FENCING, ETC... SHALL BECOME THE
PLAN VIEW
PROPERTY OF THE CONTRACTOR AND SHALL, BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS ARE
OF OFF SIT
RECEIVED.
5. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER THE
50' MIN.
OWNER ACCEPTS THE WORK.
6° DIVERSION TODIRECT
6. CONTRACTOR SHALL CALL THE NORTH CAROUNA ONE -CALL CENTER AT (WO) 632-4949 AND ALLOW THE CENTER TO
RUNOFF FROM R/W
LOCATE EXISTING UTILITIES BEFORE DIGGING.
SECTION VIEW
NOTE
1. PLAN DOES NOT REFLECT FIELD VERIFICATION OF EXISTING UTILITIES,
TEMPORARY CONSTRUCTION ENTRANC`.E
FIELD VERIFICATION TO BE PERFORMED ON SITE BY CONTRACTOR.
NOT TO SCALE
NCDOT NOTES,
I. MAINTENANCE FOR EASEMENTS OUTSIDE OF NO DEPARTMENT ON
-
TRANSPORTATION RIGHTS -OF -WAY ARE THE RESPONSIBILITY OF THE
PICK OWNER (OR HOA)
2. SIGHT DISUNCE EASEMENTS SHOWN HEREON SHALL REMAIN FREE OF
ALL STRUCTURES, TREES, SHRUBBERY AND SIGNS, EXCEPT LMUTY
POLES, FIRE !HYDRANTS AND TRAFFIC CONTROL SIGNS.
3. THIS TRACT IS SUBJECT TO 404 WETLANDS AND/OUR AREAS OF
ENVIRONMENTAL CONCERN.
4. ALL PROPOSED UTIUDES AND WATERLINE TO BE WITHIN 5' OF
RIGHT -OF -WRY UNLESS VARIANCE IS GRANTED. WITH VARANCE
WATERUNE SHALL BE AT LEAST 4' OFF OF EDGE OF PAVEMENT,
S. ALL ROADS SHALL BE PUBLIC AND BUILT TO NCDOT STANDARDS.
6. THERE SHALL BE NO ENCUMBRANCES WITHIN THE NCDCT RIGHT-OF-WAY.
7. ONLY NODDY APPROVED MATERIALS ARE TO BE USED WITHIN THE
FUGHT-OF-WAY.
8,WATERUNE CAN BE DUCTILE IRON: THICKNESS CLASS 50 OR POLYVINYL
G
OPT
CHLORIDE AWWA C-9D0 PVC PIPE: WORKING PRESSURE CLASS 200 PSI.
SON
WI
12 PR 4"X4" OR DE WELD MRE TO PR WORE HOOKED ONEFORMED
ABM
CHANNELS ON METAL POSTS-1
0
3/4" ANCHOR HOE
DRAINAGE: &
FORKUFT SLOTS
6
v
CUPS OR
CARRY APPROXIMATELY 12' OF FABRIC INTO
TRENCH, (W DOWN & 4" FORWARD ALONG THE
TRENCH) COVER NTH SOIL ,DUD TAMP BACKFlLL
CARRY 6" OF WIRE INTO TRENCH
SEDIMENT NG: Ear u
NOT TO SCALE
EROSION AND SEDIMENT CONSTRUCTION SEOUEN
1. OBTAIN PLAN APPROVAL AND NECESSARY PERMITS. COIITACT NCDENR-DEMUR LAND
QUALITY SECTION AND REQUEST PRE -CONSTRUCTION MEETING; HOLD AN ON -SITE
PRE -CONSTRUCTION MEETING PRIOR TO COMMENCING ANY WORK IF NECESSARY,
2. FLAG THE WORK UNITS AND CONSTRUCTION ENTRANCE AREAS.
3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AND SILT FENCING (IF NEEDED)
ACCORDING TO PLAN.
C INSTALL UNDERGROUND UTILITIES, IF NEEDED, FOR AMENITIES; CONSTRUCT GRAVEL AND/OR
PAVED PARKING LOT AREAS; CONSTRUCT WOODEN DUNE CROSSOVERS, KAYAK LAUNCH AND
PRIVACY FENCE.
5, INSTALL PERMANENT VEGETATION ON ANY DISTURBED AREAS THE TIME FRAME FOR
STABILIZATION OF THE DISTURBED AREAS WILL BE PER THE 'NPDES PERMIT STABILIZATION
TIMEFRAMES EFFECTIVE AUGUST 2, 2011" - SEE MAINTENANCE PLAN NOTES,
8. ALL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSPECTED AND REPAIRED
ACCORDING TO THE EROSION CONTROL MAINTENANCE PUN,
7. REMOVE ALL SILT FENCING AND OTHER EROSION CONTROL MEASURES.
8. ESTIMATED TIME FOR ACTIVE CONSTRUCTION SITE IS TWO WEEKS.
EROSION CONTROL MAINTENANCE PLAN NOTES
1. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED WEEKLY AND AFTER ANY RAINFALL
EVENT. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE MAINTAINED IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE, PERIODICAL TOP -DRESSED WITH AN ADDITIONAL 2
INCHES OFgq STONE TO MAINTAIN PROPER DEPTH MAY BE REWIRED. INSPECT AFTER ANY RAINFALL EVENT
AND WMEDIA7ELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED ONTO THE PUBLIC OR
PRIVATE ROADWAYS.
3. SWALES ARE NOT INTENDED FOR SEDIMENT STORAGE 1N THE EVENT SEDIMENT COLLECTS IN SWALES, THE
SWALE WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA
AND ALL SIDE SLOPES WRL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN 7
CALENDAR DAYS.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED OR ABOUT 1
FOOT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A
BARRIER.
5. ALL SEEDED AREAS WILL BE FERTIUZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER,
S. SOIL STABIUZA7ON SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING ACTVITIES HAVE
TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE (TMEFRAMES FROM THE
LAST LAND -DISTURBING ACTIVITY):
6.1. ALL SWALES/DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3.1 WILL BE STABILIZED
WITHIN 7 CALENDAR DAYS.
6.WI 2. ALL OTHER DISTURBED AREA TIH SLOPES 3.1 OR FLATTER WILL BE STABILIZED IN 14 DAYS
8.3. FOLLOWING CONDITIONS OR EXEMPTIONS SHALL APPLY TO STABUZATION REQUIREMENTS IN 8.1 & BE,
8.3.1. EXTENSION OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR
OTHER SITE -SPECIFIC CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE
6.3.7. ALL SLOPES GREATER THAN 50' IN LENGTH SHALL APPLY GROUND COVER WITHIN 7 DAYS EXCEPT
WHEN THE SLOPE IS FLATTER THAN 4:1
6.3.3. ANY SLOPED AREA FLATTER THAN 4:1 OR LESS THAN 10' IN LENGTH IS EXCEPT FROM THE 7 DAY
REQUIREMENT EXCEPT WIN THE SLOPE IS STEEPER THAN 2:1 (WILL REWIRE 14 DAYS)
6.3.4. ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS
CHEMICAL STABILIZATION, MAY BE ALLOWED ON A CASE -BY -CASE BASS.
6.3.5. FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION -DEFINED "HIGH QUALITY
WATER ZONE', STABILIZATION IS WITHIN 7 DAYS.
7. THE OWNER WILL PERPETUALLY MAINTAIN ALL. PERMANENT EROSION CONTROL DEVICES IN ORDER TO REDUCE
THE EFFECTS OF ONGOING EROSION
8. SCALE SYSTEM MAINTENANCE REQUIREMENTS PER THE STORMWATER MANAGEMENT PERMIT APPLICATION FORM,
HIGH OR LOW DENSITY SUPPLEMENT PILL BE ADHERED TO.
9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES, THE PUMPS. TANKS, HOSES AND INJECTION
SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
oV 6' PERVIOUS GRAVEL (SEE NOTE)
ABUNDER ROCK
COMP�7M
SUBGRADE
NOTE:
1. "GRAVEL" MEANS A CLEAN OR WASHED, UNIFORMLY -GRADED
AGGREGATE OF STONES FROM A LOWER LIMIT OF 3/4 INCHES TO
AN UPPER LIMIT OF 3.0 INCHES IN SIZE
2, PROPOSED GRAVEL THICKNESS TO BE DETERMINED BASED ON SIZE
OF ROCK APPROVED BY NORTH CAROLINA STORMWATER MANAGMENT.
3. ALL FILL TO BE COMPACTED PER NCDCT SPECIFICATIONS,
PERVIOUS GRAVEL DETAIL
NOT TO SCALE
/
1.5" SURFACE
COURSE, SP9.5A
IAIIMUM SEDIMENT STORAGE LEVEL.
MMOVE SEDIMENT WHEN THIS LEVEL
' REACHED OR AS DIRECTED BY
;ONSERVATION INSPECTOR
-
- / "
6" AGGREGATE BASE
COURSE
COMPACTED
MIRIFI FABRIC
WITH METAL
X
��/�� �'\������•
SUBGRADE
NOTE:
ALL FILL TO BE COMPACTED PER NCDOT SPECIFICATIONS,
ASPHALT PAVEMENT DETAIL
NOT TO SCALE
TOWN OF NORTH TOPSAIL BEACH
SITES 1, 2, 3 & 4
STUMP SOUND TOWNSHIP, ONSLOW COUNTY, NORTH CAROLINA
TOWN OF NORTH TOPSAIL BEACH, OWNER, Q.B. 4084, P. 264 & D.B. 4138, P. 358
TOWN OF NORTH TOPSAIL BEACH
NiEGETATIVE PAN
.. PERMANENT SEEDING
PERMANENT VEGETATION TO BE ESTABLISHED IN ACCORDANCE WITH "NORTH CAROLINA EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN -MANUAL', SECTION 6.11. LATEST VERSION. -
SEEDING MI%TUBE SPECK RA AR/ACRE)
PENSACOLA BAHIAGRASS 50
SERICEA IESPEDEZA 30
CENTIPEDE GRASS 5
GERMAN MILLET 10
SEEDING DATES: APRIL 1 - JULY 15
SOIL AMENDMENTS: APPLY UWE AND FERTILIZER ACCORDING TO SOIL TESTS FROM THE AGRICULTURE
EXTENSION SERVICE,
MULCH: APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF SUITABLE MULCH. ANCHOR BY
TACKING WITH ASPHALT, ROVING OR NETTING OR BY CRIMPING WITH A MULCH ANCHORING TOOL A DISK
WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOO_
LIMESTONE SHALL CONTAIN NOT LESS THAN 85 PERCENT OF CALCIUM AND MAGNESIUM CARBONATES AND
SHALL CONFORM TO THE FOLLOWING MINIMUM STANDARDS, ONE HUNDRED PERCENT (100%) MUST PASS
THROUGH U.S. STANDARD 10 MESH SCREEN AND FORTY PERCENT (40R) MUST PASS THROUGH U.S.
STANDARD 100 MESH SCREEN.
2. TEMPORARY SEEDING - FALL
SEEDING Mid %TUB SPECIES SPECI,ES RA (I R/ACR )
RYE (GRAIN) 120
SEEDING DATES: AUGUST 15 - DECEMBER 30
SOL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS FROM THE AGRICULTURE EXTENSION
SERVICE FOR FERTILIZER AND LIME APPLICATION RATES.
MULCH: APPLY 4,000 LB/ACRE STRAW. ANCHORSTRAWBY TACKING WITH ASPHALT, NETTING, OR A
MULCH ANCHORING TOO., A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOO_
IF CRIMPING IS USED AS ANCHORING METHOD, THEN 4 TONS/ACRE OF MULCH IS REWIRED,
MAINTENANCE REPAIR AND REFERTIUZE DAMAGED AREAS IMMEDIATELY. TOPDRESS THE AREA WITH SO
LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,
OVERSEED WITH 50 LB/ACRE KOBE
3, TEMPORARY SEEDING - LATE WINTER AND EARLY SPRING
RYE (GRAIN) 120
ANNUAL IESPEDEZA (KOBE) 50
OMIT ANNUAL IESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND DUNE
SEEDING DATES DECEMBER i - APRIL 15
SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS FROM THE AGRICULTURE EXTENSION
SERVICE FOR FERTUZER AND LIME APPLICATION RATES.
MULCH: APPLY 4,DDO LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOO. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOO. IF CRIMPING IS USED AS ANCHORING METHOD, THEN 4 TONS/ACRE OF
MULCH IS REQUIRED,
MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE; RESEED, REFERTIUZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
4. TEMPORARY SEEDING - SUMMER
GERMAN MILLET 40
SEEDING DATES: APRIL 15 - AUGUST 15
SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS FROM THE AGRICULTURE EXTENSION
SERVICE FOR FERTUZER AND UME APPLICATION RATES.
MULCH: APPLY 4,000 LB/ACRE STRAW, ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL IF CRIMPING IS USED AS ANCHORING METHOD, THEN 4 TONS/ACRE OF MULCH IS
REQUIRED.
MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEGUATE; RESEED, REFERTIUZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
S. COASTAL CHANNELS AND INTERTIDAL GRASS
COMMON BERMUDAGRASS 40-80
CENTIPEDE SOD SOD
ST. AUGUSTINE SOD SW
SMOOTH, SALTMEADOW, TRANSPLANTS
GIANT CORDGRASS (INTERTIDAL)
SEEDING DATES
APR - JULY
SOIL AMENDMENTS
FOR COMMON BERMUDAGRASS ONLY:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 3,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 500 LB/ACRE 10-10-10 FERTILIZER.
MULCH
FOR COMMON BERMUDAGRASS ONLY:
TEMPORARILY LINE CHANNELS AND DITCHES WITH JUTE NETTING, EXCELSIOR MATTING, OR OTHER EROSION
CONTROL BLANKETS TO COVER THE BOTTOM OF CHANNELS AND DITCHES. OTHER OPTIONS ARE TO APPLY
4,000 LB/ACE STRAW. ANCHOR STRAW BY TACKING PITH ASPHALT, NETTING OR A MULCH ANCHORING
TOOL. R DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE
FOR COMMON BERMUDAGRASS ONLY:
A MINIMUM OF 3 WEEKS IS REWIRED FOR ESTABLISHMENT; REFERTIUZE IF GROWTH IS NOT FULLY
ADEQUATE: RESEW, REFERTIUZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
IGINAL n�1WfNG
NOf MLeFA5e17 Pt9P CON5MLZ'170N
Em
SFp 0 9 2
MAPPING DATE: AUGUST 25, 2014
DRAWN BY: -J, hrt-M5
CHECKED BY: C.r-. kla 5
IPROJECT NUMBER: 14-05-02 - 05
SHEET 0 OF B