NCC230370_Site Plan or Location Map (2)_20230213

EROSION CONTROL NOTE
THE EXISTING DRAINAGE SYSTEM IS TO BE PROTECTED FROM THE EFFECTS OF SEDIMENT
BEFORE .AND DURING THE INSTALLATION OF THE PROPOSED STORM DRAINAGE SYSTEM.
PROTECTION SHALL INCLUDE BUT NOT BE LIMITED TO.
1- INSTALLATION OF SILT FENCE AT SPECIFIED LOCATIONS SHOWN HEREON:
2- INSTALLATION OF CONSTRUCTION ENTRANCE:
3- INSTALLATION OF DOUBLE -CONCRETE BLOCK FILTERS AT ALL PROPOSED LOCATONS
SHOWN HEREON: AND
4- SEEDING AND ESTABLISHING GROUNDCO`JER IN ACCORDANCE WITH VEGETATIVE PLAN
OR WITHIN THE TIME FRAMES OF THE MOST RECENT NPDES GENERAL PERMIT NCG 010000.
5- EXISTING DITCH BANKS ARE NOT TO BE DISTURBED AND IF EXISTING DITCH BANKS
ARE DISTURBED, THEY SHALL BE REGRADED TO HAVE 3:1 OR FLATTER SIDE SLOPES
AND THE CENTERLINE GRADED TO PRODUCE POSITIVE DRAINAGE.
EXISTING DRAINAGE SYSTEM SHALL BE MONITORED DAILY AND NECESSARY ACT IONS WILL
BE TAKEN IN ORDER TO PROTECT THE SYSTEM.
CONSTRUCTION SEQUENCE
1. OBTAIN PLAN APPROVAL.
2, SCHEDULE PRE -CONSTRUCTION CONFERENCE WITH CITY OF JACKSONVILLE EROSION
CONTROL AND STORMWATER INSPECTORS [phone]. OWNER OR OWNER'S
REPRESENTATIVE SHALL BE PRESENT AT THAT MEETING.
o- PROVIDE BOND FOR PUBLIC INFRASTRUCTURE PRIOR TO ANY ON SITE ACTIVITIES.
4. CONTRACTOR TO INSTALL MARKINGS (FLAGS. STAKES.. ETC.) TO CLEARLY DESIGNATE
WETLANDS AND ANY OTHER "CRITICAL AREAS" T-HAT ARE VULNERABLE TO DAMAGE
PRIOR TO LAND DISTURBANCE ACTIVITIES,
5. INSTALL THE CONSTRUCTION ENTRANCES, ALL SILT FENCES AND TEMPORARY
SEDIMENT TRAP (DETENTION POND) WITH ,AN INLET & OUTLET BEFORE BEGINNING
GENERAL CLEARING.
6 CONSTRUCT ALL SITE IMPROVEMENTS.
T MAINTAIN STRUCTURES DURING CONSTRUCTION.
8. STABILIZE SLOPES & DITCHES AS THEY ARE BROUGHT TO GRADE OR \r�'TFHIN THE
TIME FRAMES OF THE MOST RECENT NPDES GENERAL PERMIT NCG 010000.
9 REMOVE TEMPORARY EROSION CONTROL MEASURES AFTER AREA HAS BEEN
STABILIZED.
MAINTENANCE PLAN
1- ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABIDTY
AND OPERA-1!ON FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN NO CASE
LESS THAN ONCE A WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO
MAIN -FAIN ALL PRACTICES AS DESIGNED.
2- SEDIMENT VVILL BE REMOVED FROM THE INLET PROTECTION DEVICES WHEN STORAGE
CAPACITY HAS BEEN APPROXIMATELY 5G m FILLED.
3- SEDIMENT'A'L BE REMOVED FROM BEHIND THE SFD IMENT FENCE WHEN IT BECOMES
ABOUT 0.5 F! DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY 10 MAINTAIN A BARRIER.
4- ALL SEEDED AREAS WILL BE FERTILIZED. RESEEDED AS NECESSARY. AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN OR WITHIN THE TIME FRAMES
OF THE MOST RECENT NPDES GENERAL PERMIT NCG 010000 TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
5- CONTRACTOR C KEEP !NSPECTIION AND MAINTENANCE RECORDS ON SITE AND AVAILABLE
ALONG WITH A COPY OF THE LAND DISTURBANCE PERMIT AND A COPY OF THE
APPROVED PLANS.
6- AFTER CONSTRUCTION HAS BEEN COMPLETED THE OWNER
PERPETUALLY MAINTAIN ALL DEVICES THAT CONVEY STORMWATER .AND
ALL VEGETATIVE AREA
S TO MINIMIZE THE EFFECTS OF EROSION.
7- EROSION CONTROL. IS PERFORMANCE BASED. SPECIFIC PROJECT EVENTS MAY DICTATE
THE REQUIREMENT FOR ADDITIONAL MEASURES TO BE INSTALLED/IMPLEMENTED CFO
PREVENT OFF ,I 1 E SEDIMENTATION.
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REF: M.B.71 PG.172, CABINET "N"
D.13.5574, PG.929 J
M.B.55, PG.74., SL. M-428 (onwasa force main sewer map)
D.B.3072, PG.755-757 (onwasa sewer easement)
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MARGINAL WETLANDS TABLE
LINE
BEARING
DISTANCE
MW1
S 44 05'05" E
44.33'
~
S 53 53'15'E
30.82'
MW3
S 610800'E
18.67
MW4
S 02 01'13'E
4078'
MW5
N74°1431'W
12.01'
MW6
N46 0507"W
33.34'
MWT
N 34 3939" W
32.37'
MW8
N 45 50'12" W
64.42'
GPS DATA:
ALL COORDINATES AND BEARINGS ARE BASED ON THE
NORTH AMERICAN DATUM OF 1983 (NSRS 2011) (EPOCH 2O10,00).
ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM
OF 1988 (NAVD88). ESTABLISHED USING NC
"North Carolina GNSS Real Time Netv/ork (RTN)" ON 10-22-22.
UNITS OF MEASUREMENT ARE US SURVEY FEET
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DAVID and EDNA AMBROSE HEIRS DIVISION
N/F
STARR L. WILLIAMS
D.8.4336, PG'.588
M-8.38. PG.217, CABINET "N"
EXISTING ONWASA 16" FORC 10' PLANT /
OFF OF PROPERTY LINE _--- EIS
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APPRCXiPIiATE LOCATION .S �--___-__ -----
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TRACT II
EDITH ADAMS ESTATE
N/F
BILLY LEE ADAMS
5
0.B.4 66. PG.49.,5
M.B.71. PG172, CABINET N'
VACANT LOT
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VV!TH 12'8"x12'C" CPAOUE FENCE SEWER UTILITY I h cc I
HE!GEI� 0' EACH. SIDE OF PROPERTY
F5IPG 7L. SL. i_42s BOX FLUSH
ENCLOSURE 8' HIGH CR PER D.B.3072. PG.755 w / 4
OF DUMP51"ER WHICH EVER IS ' I `\
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DISTURBANCE LIMITS S 86°05'22" `N 79673'
PORTION OF LOT 8
DAVID and EDNA AMBROSE HEIRS DIVISION
N/F
BILLY LEE ADAMS
D.B.4566, PGA95
M.13.38PG.172. CABINET 'N"
VACANTLOT
ZONED RA
Crystal Coast Engineering, P.A.
Civil and Environmental Consulting Engineers
David K. Newsom, PE
John R. Freshwater, PE
205 WARD RD. #3 SWANSBORO, N.C. 28584
PHONE: [phone] - FAX'. [phone]
License No.: C-2553
,...,.-.e.,........®.._��.".5'SCHEDULE 4n F.a SERVICE CEONN-CTION F-
SEWAGE PUMPING STATION tSEC DE'AIL) �
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\ I PROPOSED s PROPOSED I' {102,082/29 Sq. Feat D b p° a D° a° ��;D D n m
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Disturbed Area — 2.31 acres
LEGEND:
EIS = EXISTING IRON STAKE
SIS = SET IRON STAKE
EIP - EXISTING IRON PIPE
ECM - EXISTING CONCRETE MONUMENT
CC =CONTROL CORNER
EPK = EXISTING PARKER KALON NAIL
SPK = SET PARKER KALON NAIL
(BM) = BENCHMARK
f = CENTERLINE
R/W - RIGHT OF WAY
EDP = EDGE OF PAVEMENT
MBL = MINIMUM BUILDING LINE
BOC = BACK OF CURB
CO = SANITARY SEWER CLEAN -OUT
WM - WATER METER
SL = SECURITY LIGHT
GW - GUY WIRE
CB = CATCH BASIN
DI = DROP INLET
JS = JUNCTION BOX
RCP = REINFORCED CONCRETE PIPE
INV = INVERT
FES = FLARED END SECTION (PIPE)
AC. = ACRE(S)
SF = SQUARE FEET
M wv = WATER VALVE
D4 IV - IRRIGATION VALVE
X cv - GAS VALVE
FOC = FIBER OPTIC CABLE BOX
TILE = TRAFFIC LIGHT BOX
TB = TELEPHONE BOX
EB = ELECTRICAL BOX
LS = LANDSCAPE AREA
NTS = NOT TO SCALE
MW = MONITORING WELL
SSMH = SANITARY SEWER MANHOLE
D&UE = DRAINAGE & UTILITY EASEMENT
DU&AE = DRAINAGE, UTILITY, & ACCESS EASEMENT
D.B., PG. = DEED BOOK, PAGE
M.B., PG. = MAP BOOK, PAGE
-UT- = UNDERGROUND TELEPHONE LINE
--UE- = UNDERGROUND ELECTRICAL LINE
—E— = OVERHEAD POWERLINE
-X-X- = FENCE
--SSF�-p = SILT FENCE
yUQ = FIRE HYDRANT
K PP = POWER POLE
)01 P P T = POWER POLE WITH TRANSFORMER
LP = LIGHT POLE
= SANITARY SEWER MANHOLE
HC = HANDICAP
-9- HCPS = HANDICAP PARKING SIGN
= HANDICAP PARKING SPACE
-�--� = HANDICAP RAMP
STOP = PAINTED STOP BAR
-v- = STOP SIGN
■ ■ ■ ■ - = GRADING LIMITS LINE
CPS - COMPACT PARKING SPACE
= PROPOSED TRAFFIC FLOW
--->= EXISTING TRAFFIC FLOW
- SBCF = STEEL BOLLARD WITH CONCRETE FILL
+17.47 = EXISTING SPOT ELEVATION
Q,Qoj - PROPOSED GRADE
IIIIII ME_G = MATCH EXISTING GRADE
• TC 0.00 = PROPOSED GRADE AT TOP OF CURB
- j TG Q.00 = PROPOSED GRADE AT TOP OF GRAVEL
4 DG Q, 0 = PROPOSED GRADE AT t OF DITCH
0I 0 = PROPOSED GRADE AT TOP OF PAVEME
TR 0.00 = PROPOSED GRADE AT TOP OF RAMP
DEL - DRAINAGE BREAK LINE
= DOUBLE CONCRETE BLOCK FILTER
SEE DETAIL "D-6"
APILL = PROPOSED PARKING LOT LIGHTS
Receiving Waters: Mott Creek (19--16-3) C; NSW
Soil: Forestone loamy fine sand, 0_2 percent slopes
j Distur_bed Area 2.31 acres
EROSION & SEDIMENT CONTROL PLAN
FOR
�j
PROPOSED FIRE STATION
TRACT I, EDITH ADAMS ESTATES
PREPARED FOR
PINEY GREEN VOLUNTEER
DIRE DEPARTMENT, INC. (OWNER)
SITE ADDRESS:
WHITE OAK TOWNSHIP, ONSLOW COUNTY, NC
1105 ROCKY RUN ROAD
PREPARED BY
L.JOHNL.PIERCE, CERTIFY THAT THIS PLAT WAS
OWNER
�N„® PIERCE ASSOCIATES, P.t%�
"9.
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
PINEY GREEN VOLUNTEER -
_J
-
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
FIRE DEPARTMENT, INC.
12720
NORTH CAROLINA LICENSE NO, C-1888
HEREON), THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED, THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10,000+; WITNESS MY Ole
PINEY GREEN ROAD
MIDWAY PARK, INC 28544
405 JOHNSON BLVD, JACKSONVILLE, NC 28540
ORIGITHIS?. SIANATUR . LICENSURE NUMBERA��,��, �Aeq
o
910-581-2083
.�
PHONE: [phone] DATE: NOVEMBER 7, 20?_2
"=
1 4O F.B.1004,
DAY OF 20 A-, w`"� �®,...g..",
- �j �ESSJCe""o . d
DEVELOPER:
vCALE: PG.37
pg ' � `
v
TARHEEL BUILDINGS: SYSTEMS
JOB # 2022-24429 Email: [e-mail]
,, .. .1
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JOHNL.IiE,R" -VPS L-259n m°` : �.-� n �
4527 US HWY. 17
NEW 2'3336 NC 28560
i 252-833-3633
GRAPHIC, SCALE
8( lR\6';X�'V �'A
" 61�
REVISIONS. 1/12/23 separates ""e Tine, hydrant line per onwasa 4Q
1/23/23 per 1/20123 courtly trc comments
0 20 4fl 80 180
°I' V .,,, ��'
1/24123 per 1/24/23 onwasa comments
( IN FEET )
1 inch = 40 ft. SHEET 3 OF 14
Path .G:AProjects\Piney Green Volunteer Fire Dept. - New Fire Station\Base.dwg Jar 26, 2023-4:17pn,,