SW8180705_Approved Plans_20181025

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VICINITY MAP
NTS
NOTES:
1. BOUNDARY BY STROUD ENGINEERING, P.A.
2. THE SUBJECT PROPERTY IS LOCATED IN
THE 100 YEAR FLOOD ZONE.
PROJECT DATA
EX."24 RC.P(
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3. 404 WETLANDS ARE FOUND ON THE SUBJECT...... 7•'
PROPERTY, AS DELINEATED BY OTHERS. ` )I
4. UTILITY SERVICE PROVIDED BY TOWN OF SURF CITY. \ '~ ---
5. ALL RUNOFF FROM IMPERVIOUS SURFACES SHALL BE \ 6.... •. 6-- '. `'/ --"" �` I ) �6
DIRECTED TO THE COLLECTION/TREATMENT SYSTEM. `.
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kill Inn
PARCEL ID ......... ....
4235-52-3852-0000
DEED BOOK/PAGE • ° ° ° ° °
° ....... • • .. 3450/183
ZONING ...................................... C-3
PROPERTY AREA ..................•....
2.10
AC
91,350
SF
TOTAL BUA ........................
• • • . • 1.11
AC
48,136
SF
% OF PROPERTY ..................
• • • • • 52.69
%
BUILDING ......•••••"•"......"•••
9,900
SF
WALKWAYS •••••"°"'•"'•".........
2,717
SF
PARKING/DRIVE AISLES
...... • • • • 30,769
SF
RESERVE ..............................
4,000
SF
DISTUBANCE LIMITS ............••••••
2.1
AC
RECIEVING STREAM ......•....
TOPSAIL SOUND
CLASSIFICATION ........................SA;HOW
STREAM INDEX ..................
• • • • .. 18-87-10
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SILT FENCE
AT LIMITS OF
DISTURBANCE
0
LEGEND
PROJECT BOUNDARY
EX WATER MAIN - -
EX FORCE MAIN —
STORMDRAIN
WETLAND LINE - - - -
EX CONTOURS -��4�=
S WA L E ««««««««««
SILT FENCE x
DISTURBED AREA
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ECEIVE
JUL 0 5 2018
BY,
3MWATER AND GRADING PLAN
LOT 45-A JH BATTS DIVISION
NC HVVY 50 SURF CITY, NC 28445
SURF CITY TOWNSHIP PENDER COUNTY
DEVELOPER: A 'N' A BUILDERS, INC.
ADDRESS: 13480 INC HWY 50
SURF CITY, INC 28445
PHONE: [phone]
STROUD ENGINEERING, P.A.
NORTH CAROLINA
DESIGNED: JHF
DRAWN: DLM
APPROVED: JHF
DATE: 6/13/2018
102-D CINEMA DRIVE SCALE: 1" = 20'
WILMINGTON, NORTH CAROLINA 28403
[phone] SHEET: 1 OF 2
LICENSE NO.C-0647

NPDES
NOTES
SITE AREA DESCRIPTION
STABILIZATION TIMEFRAME
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, AND DITCHES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES
STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE
10' OR LESS IN LENGTH AND FLATTER THAN 2:1 THEN 14 DAYS ARE ALLOWED,
SLOPES
3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES
GREATER THAN 50' IN LENGTH.
OTHER
AREAS WITH SLOPES FLATTER THAN 4:1
1 14 DAYS
INONE (EXCEPT
FOR PERIMETERS AND HOW ZONES)
BUILDING WASTES HANDLING
SEDIMENT BASINS
1.
NO PAINT OR LIQUID WASTES IN STREAMS OR STORM DRAINS.
1. OUTLET STRUCTURES MUST WITHDRAW FOR BASIN SURFACE
2.
DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION, AND OTHER
UNLESS DRAINAGE AREA IS LESS THAN 1 ACRE.
WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS
2. USE ONLY DWQ APPROVED FLOCCULENTS.
UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
3.
EARTHEN -MATERIALS STOCKPILES MUST BE LOCATED 50' FROM
NPDES SPECIFIC PLAN SHEETS NOTES
STORM DRAINS AND STREAMS UNLESS NO REASONABLE
1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL
ALTERNATIVES AVAILABLE.
STORMWATER PERMIT NCGo10000.
4.
CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT
2. THIS PAGE CAN BE APPROVED BY THE COUNTY PURUANT TO
WITH SURFACE WATERS, WETLANDS, OR BUFFERS.
NPDES GENERAL STORMWATER PERMIT NCG010000 ONLY.
INSPECTIONS
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY
PURUANT TO NPDES GENERAL STORMWATER PERMIT NCGO10000.
1.
SAME WEEKLY INSPECTION REQUIREMENTS
4. THE COUNTY IS NOT AUTHORIZED TO ENFORCE THE PAGE OF THE
2.
SAME RAIN GAUGE AND INSPECTIONS AFTER 0.5 RAINFALL EVENT.
PLANS AND IT IS NOT A PART OF THE APPROVED PLANS FOR THE
3.
INSPECTIONS ARE ONLY REQUIRED DURING NORMAL BUSINESS HOURS.
PURPOSES OF ENFORCEMENT ACTION UNDER THE COUNTY CODE.
4.
INSPECTION REPORTS MUST BE AVAILABLE ONSITE DURING BUSINESS
HOURS UNLESS A SITE SPECIFIC EXEMPTION IS APPROVED.
5.
RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST.
6.
ELECTRONICALLY AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER
CERTAIN CONDITIONS.
EROSION & SEDIMENT CONTROL MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK
AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTIONS ENTRANCES THAT WILL
BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2" OF #4 STONE TO
MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE
OBJECTIONABLE MATERIAL SPILLED, WASHED, OR TRACKED ONTO THE
CONSTRUCTION ENTRANCE OR ROADWAYS.
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET
PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT
INLET PROTECTION, ROCK PIPE INLET PROTECTION, AND GUTTERBUDDY
INLET PROTECTOIN WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN
HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED
WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED. DEBRIS
WILL BE REMOVED FROM THE ROCK AND HARWARE CLOTH TO ALLOW PROPER
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER
EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER
DAMS, DANDY SACKS/SOCKS, AND GUTTERBUDDIES ONCE A WEEK AND
AFTER EVERY RAIN EVENT. NOTE THAT THE GUTTERBUDDY IS REUSABLE
SHOULD BE STORED OUT OF DIRECT SUNLIGHT BETWEEN JOBS.
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATLEY TO REMOVE
SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION
RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE RESTABLIZED
WITHIN 21 CALENDAR DAYS OF CEASE OF ANY PHASE OF PHASE OF
ACTIVITY ASSOCIATED WITH A SWALE.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN
IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED
AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL.
STAKE SPACING WILL BE 6 FEET (MAX) WITH THE USE OF EXTRA
STRENGHT FABRIC WITHOUT WIRE BACKING. sTAKE SPACING WILL BE
8 FEET (MAX) WHEN STANDARD STRENGTH FABRIC AND WIRE BACKING
ARE USED. IF ROCK FILTERS ARE USED AT LOW POINTS IN THE
SEDIMENT FENCE, THE ROCK WILL BE REPAIRED OR REPLACED IF IT
BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED,
OR IS DAMGED.
6. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS AND BASINS
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH
SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE,
OR BECOME INEFFECTIVE• THEY WILL BE REPLACED PROMPTLY. SEDIMENT
WILL BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE FIRST
BAFFLE. IN SKIMMER BASINS, FLOATING SKIMMERS WILL BE INSPECTED
WEEKLY AND WILL BE KEPT CLEAN.
7. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY,
AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE
PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL
SLOPES WILL BE SLABILIZED WITHIN 21 CALENDAR DAYS. ALL
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
8. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE
PUMPS, TANKS, HOSES AND INJECTION SYSTEMS WILL BE CHECKED
FOR PROBLEMS OR TURBID DISCHARGES DAILY.
NOTE:
WETLANDS IN DISTURBED PORTIONS OF SITE SHALL BE
PERMITTED BY USACE AND NCDEQ AS REQUIRED.
CONSTRUCTION SEQUENCE
I. INSTALL INLET PROTECTION, SILT FENCE,
AND STONE CONSTRUCTION ENTRANCES.
2. CLEAR & GRADE
3. INSTALL UNDERGROUND UTILITIES
4. INSTALL PAVEMENT
5. PROVIDE 100% VEGETATIVE COVER OF ALL DISTURBED SOILS
6. CLEAN SEDIMENT FROM PIPES AFTER STABILIZATION.
2"-3" COARSE AGGREGATE
6" DEPTH
15�
0 00
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0 0 0 0
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20'
CONSTRUCTION ENTRANCE DETAIL
NTS
COASTAL PLAIN SITE STABILIZATION SCHEDULE
1. Fertilize and lime per recommendations of soil
tests or apply 2,000 lb/acre ground agricultural
limestone and 750 lb/acre 10-10-10 fertilizer.
2. Incorporate lime/fertilizer 4-6 inches.
3. Roughen steep slopes by tracked machinery.
4. Select species based on season. Refer to tables.
5. Broadcast seeds evenly and cover by raking
or dragging a chain. Firm soil by rolling.
6. Apply straw mulch at a rate 1-2 tons per acre.
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.
7. Refertilize if growth is not fully adequate.
Reseed, refertilize and mulch immediately
following erosion or other doMGe.
PERMANENT SEEDING TABLE 1
Seeding
Dates
Recommended Planting
Rate
(lb/ac)
Feb. 15
Sep. 1 -
- Apr. 1
Nov. 1
Tall Fescue Mixture
see
table
2
Apr. 1 -
Aug. 1
Hybrid Bermudagrass
see
table
2
Apr. 1 -
Jul. 15
Common Bermudagrass
see
table
2
Mar. 1 -Jul.
1
Centipedegross
see
table
2
PERMANENT SEEDING TABLE 20-LOW MAINTENANCE MIXTURES
Site Description
Recommended Planting
Rate (lb/ac)
Well to poorly
Tall Fescue Mixture
80
drained soils
Pensacola Bahiagrass
50
Kobe Lespedeza
40
Dry to well
Pensacola Bahiagrass
50
drained soils
Common Bermudagrass
30
Kobe Lespedeza
10
German Millet
10
Swales lCommon
Bermudagrass
40-80
PERMANENT SEEDING TABLE 21b-HIGH MAINTFNANCF MIXTIIRFS
Site Description
Recommended Planting
Rate (Ib/ac)
Well to poorly
Tall Fescue Mixture
200
drained soils
Rye Grain
25
Dry to well
drained soils
Hybrid Bermudagrass
50
Well drained
sandy loam to
Centipedegross
10-20
sand, lawns.
Notes:
For seeding outside of recommended dates and/or
for temporary stabilization, refer to temporary
seeding table.
For highly erosive areas or as directed by an
engineer, sod shall be provided.
TEMPORARY SEEDING TABLE
Seeding Dates
Recommended Planting
Rate (lb/cc)
Dec. 1 - Apr. 15
Kobe Lespedeza with
Rye Grain
50
120
Apr. 15 - Aug. 15
German Millet
40
Aug. 15 - Dec. 1
Rye Grain
120
SOD INSTALLATION
1. Fertilize and lime per recommendations of soil
tests or apply 100 Ib/1,000 sf ground agricultural
limestone and 25 Ib/1,000 sf fertilizer. In the
fall, use 10-10-10. In the spring, use 5-10-10.
2. Incorporate lime/fertilizer 4-6 inches.
3. Rake or horrow to achieve a smooth final grade.
4. Roll to och1eve a smooth, firm surface on which
to lay the sod.
5. Lightly rake and irrigate top layer of soil just
prior to installation.
6. Lay sod in a staggered, brick -like pattern with
the longest dimension perpendicular to the slope.
Avoid gaps. Use a knife to fit irregular shapes.
7. Roll sod lightly after installation to ensure
good sod to soil contact.
8. Irrigate initially to wet soil to a depth of 4.
Keep soil moist for 2-3 weeks thereafter or until
sod has taken root.
4' (MAX)
II II
2' i i 716 N
(MIN) I I I l
II II
II II
1J IJ
TYPICAL INLET PROTECTION
NTS
PROVIDE 50 CUBIC INCHES OF 10 LF 4" HOPE
CLOSED CELL POLYETHYLENE FOAM PERFORATED PIPE
PER LINEAR FOOT OF SKIMMER
RING
ATTACH -Y LINE BETWEEN
SKIMMER..-EAD AND BERM/BOX
TO ENABE SKIMMER RETRIEVAL
AND MAI--NANCE
10 LF 4" HOPE
P� \\ SOLID WALL PIPE
FERNCO ADAPTER
4" HOPE TEE MODEL 1070-44
~-T`1 4" SCH 40 P
S-UBOUT
SKIMMER ASSEMBLY PLAN
NTS
PROVIDE 50 CUBIC INCHES OF
CLOSED CELL POLYETHYLENE FOAM
PER LINEAR FOOT OF SKIMMER
RING 10 LF 4" HOPE
PERFORATED PIPE
2" (MAX) SKIMMER
INTAKE DEPTH \L
TEMPORARY POOL -� - �-
OUTLET
STRUCTURE
4" PVC CAP W/ 1.5" ORIFICE
DRILLED IN LOWER 1/3
ORIFICE CONTROLS
PERMANENT POOL ELEVATION
ATTACH POLY LNE BETWEEN
SKIMMER HEAD�ND BERM
TO ENABLE SKIIMER RETRIEVAL
9 4" HOPE TEE ND MAINTENAKE
10 LF 4" HDIE
`SOLID WALL . ...
.PERMANENT - POOL - ....
........................................................................
DESIGN STORAGE VOLUME
CONTAINED WITHIN FERNCO G)APTER
ACTIVE DEPTH MODEL 1C70-44
4'SCH 40 PVC
STSBOUT
SKIMMER ASSEMBLY PROFILE
NTS
WIDTH = 10'
TOP OF BERM = 6.00
2
p aDODO
OQ
0
00�O� ELEV = 5.50
OO �O L°Oo fl p Qa0 c� �,O 4 Oa�'O
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TREVIRA SPUNBOUND
TYPE 11/120
FILTER FABRIC
BASIN EMERGENCY
OVERFLOW WEIR SECTION
NTS
SILT FENCE MATERIAL SHALL
BE ACF LS100 "DOT GRADE"
OR EQUAL. REFER TO SILT
FENCE MATERIAL SPECS
EROSION
STEEL CONTROL
STAKES FABRIC
3'-0" UNLESS
OTHERWISE NOTED
ON PLANS
FILL WITH
1'-0" I EARTH
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3' MIN.
BURY
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TYPICAL SILT FENCE
NITS
NOTE: POSTS TO BE SPACED 6 FT
O.C. OR 8 FT O.C. W/ 14 GAUGE
6 X 6 WIRE MESH REINFORCEMENT.
WOODEN POSTS ARE NOT ACCEPTABLE
TEMPORARY SILT FENCE MATERIAL PROPERTY REQUIREMENTS
Grab Strength
ASTM
D 4632
Machine Direction
90
Ibs
MARV
X-Machine Direction
90
Ibs
MARV
Permittivity
ASTM
D 4491
0.05
sec-1
MARV
Apparent Opening Size
ASTM
D 4751
#30
Sieve
Max ARV
UV Stability
ASTM
D 4355
70%
after
Typical
500h of
exposure
12' THICK
CLASS B
RIP RAP
STORM
GRATE
REINFC
CORN
MAI
COr
OUTLET STRUCTURE SLOT CONTROLS
TEMPORARY POOL ELEVATION
OUTLET
STRUCTURE
\ 4" PVC CAP W/ 1.5" ORIFICE
DRILLED IN LOWER 1/3
ORIFICE CONTROLS
PERMANENT POOL ELEVATION
LATH AND
FLAGGING CN
3sl--
f- LAG SCPEWS
OUTLET STRUCTURE DETAIL
N. T. S.
BAR TRASH RACK ON TOP OF
CRETE OUTLET STRUCTURE
K TO BOX BY TURNING
DO NOT GROUT.
"EMPORARY POOL MEASURED AT
I" PVC THROUGH FITTING
IE 1.5' BETWEEN FLANGE
BEND AND REDUCER TO
'E 1' ORIFICE DEPTH
a" PVC CAP W/ 1.5" ORIFICE
DRILLED IN CENTER
GALVANIZED WIRE CLOTH
TRASH SCREEN OVER PVC CAP
MAXIMUM WIRE SPACING 0.5"
SECURE CLOTH AROUND
SKIMMER HEAD WITH A
PIPE CLAMP
FLATTEN INTO DUCKBILL
SHAPE 0.75' FROM END
OF CAP WITH CABLE TIES
------------------------------------------ TOP.OF.BE.RM:. 6.OQ......... ...
3 3-
1------------------------------------- TEMPORARY ---- ....5,Ofl................ --- .......... ........ ----------- ------. . - ------ ------ ----
1 --
PERMANENT POOL: 3.00
6'WIDE 6:1 VEGETATED SHELF 2 1 Lio 1 2
BELOW PERMANENT POOL
SEDIMENT STORAGE o SEDIMENT STORAGE 1
._...- ELEV (-1.001 ELEV = 1.00
-------------------------------
POND BOTTOM: (-2.00) 12" THICK RIPRAP
ON F ORBAY WEIR FOREBAY BOTTOM -
AT ENTRANCE: (-2.001
AT EXIT: 0.00
TYPICAL POND PROFILE
saNOSAG
10 mtl Pt -AM LINING
figNilffiV SECTION A A
NOT TO SCALE
--
Immif BERM
OBAG
NOT TO�SCALE
CONCRETE WASHOUT i -OMW
SIGN DETAIL � QVd
(OR EQUIVALENT)
Its mill PLASTIC LINING TYPE "BELOW GRADE"
AINTENANCE Concrete washouts should be inspected daily and after heavy rains. Damages should
be repaired promptly. if filled to over 75 %capacity with rain water it should be vacuumed or allowed
to evaporate to avoid overflows. Before heavy rains the containers liquid level should be lowered or
the container covered to avoid an over flow during rain. When solids have hardened they should be
removed and recycled.
CONCRETE WASHOUT DETAILS
DETAIL OF DANDY CURB SACK
INLET SEDIMENT CONTROL DEVICE
WITH CURB FILTER
NTS
NOTES
1. ACTUAL LAYOUT TO SE D>^ MRNOED IN THE FIELD.
2 A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
WITHIN V OF THE TEMPORARY CONCRETE WASHOUT
FACILITY.
URB
(LTER
OPTIONAL
OUTFLOW
PORTS
MPING
'RAPS
N. T. S.
THE 6:1 VEGETATED SHELF SHALL INCORPORATE A MINIMUM OF THREE TYPES
PLANT SPECIES A RATE OF 1 PLANT PER 4 SQUARE FEET.
VEGETATED SHELF AREA:-2216-SF. PROVIDE -554- EMERGENT PLANTS
RECOMMENDED PLANTS INCLUDE:
SWAMP MILKWEED. SEDGES, WHITE TURTLEHEAD, AMERICAN CRINUM LILY, SWAMP LILY, WHITE STAR
GRASS, WILD AGERATUM, DWARF JOE PYE WEED, JOE PYE WEED, SWAMP SUNFLOWER, PINELANDS
MALLOW, SCARLET ROSE MALLOW, NECHES RIVER MALLOW, VELVET MALLOW, ROSE MALLOW, SPIDER
LILY, SPRING MARSH SPIDER LILY, DWARF SPIDER LILY, TRAUBS SPIDER LILY, SEASHORE MALLOW,
CARDINAL FLOWER, BLUE LOBELIA, PLUMEGRASSES, ATAMASCO LILY
POND SLOPES ABOVE THE VEGETATED SHELF SHALL BE STABILIZED PER THE SITE
STABILIZATION SCHEDULE.
POND SHALL BE KEPT FREE OF CATTAILS.
DO NOT PLANT TREES OR WOODY VEGETATION ON POND EMBANKMENT SLOPES.
POND EMBANKMENT SLOPES SHALL BE STABILIZED WTIH NON -CLUMPING TURFGRASS.
4 „L „
A PIPE A
°c o• C L A S S B
R I P R A P
W,
FLARED END o e ca o �o °o
SECTION 1 2
PLAN VIEW
FINISH GRADE TOP OF BANK
PIPE-----FLOW'LfNE
a-fi[�TI9II�11®11 18
CLASS B �
RIP RAP FILTER FABRIC
SECTION A -A
FILTER FABRIC TO BE TREVIRA
SPUNBOUND TYPE 11/120
RIP RAP APRONS SHALL BE PROVIDED
ON DOWNSTREAM ENDS OF CULVERT
FLARED END SECTIONS
C A R
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RIP RAP APRON DETAIL
NTS
RIP RAP APRON SCHEDULE
PIPE
LENGTH
WIDTH
15
7.5'
3. 8'
18
9.0
4. 5'
24
12. 0'
6. 0'
30
15 0'
7. 5'
36
18.-0
9.0'
��Eev�D
` JUL 0 5 2018