SW8220604_Approved Plans_20220715

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E
*SITE
VICINITY MAP
N.T.S.
PARCEL NUMBER:
PROPERTY AREA.
COASTAL WETLAND-1
PROJECT AREA'
ZONING:
UNITS:
SINGLE FAMILY:
MULTI —FAMILY:
TOTAL UNITS-.
DENSITY:
SITE DATA
2290007704
3,306,513 SF / 75.32 AC
163,679 SF j 3.76 AC
3,117,246 SF f 71.56 AC
R7500/R60OO/NC
121
28
149
1.963 LOTS/AC
OPEN SPACE REQ'D: 661,302.6 SF (20% OF TOTAL SITE)
826,628.25 SF (25X OF TOTAL SITE)
OPEN SPACE PROVIDED: — SF
RECREATION SPACE REQ'D: 99,195.39 SF (15X OF OPEN SPACE REQ'D.)
RECREATION SPACE PROVIDED:— SF / WALKING TRAIL AROUND POND
WATER & SEWER: BRUNSWICK COUNTY
STREET:
STREETS TO BE PRIVATE (40 FT ROW)
PROPOSED SETBACKS:
FRONT — 20FT
SIDE — 5FT
STREET SIDE — 1OFr
REAR — I OFT
IMPERVIOUS AREAS:
BUILDING-
491,400 SF
STREETS:
160,418 SF
SIDEWALK:
18,970 SF
OTHER:
9,717 SF
FUTURE:
28,550 SF
TOTAL IMPERVIOUS AREA:
709,055 SF 16.28 AC
X IMPERVIOUS
22.75%
IMPERVIOUS PER LOT'
3,800 SF
LOT SIZE:
AVERAGE PROPOSED: 5,803 SF
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Licence #C-3641
APPROVED 20163
qORTH CAROLINA ENVIRONMENTAL E CEE I VEE
MANAGEMENT COMMISSION DES. JKB
CKD. JPN
DRYM. EDB
j3y.
DATE 01,01- 07/12/22
Lei :1 k, I ol
PROPERTY LINE
RIGHT OF WAY
SCALE: 1'9 200'
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0 200 400 60#
a
SMALLEST PROPOSED: 4,800 SF
MINIMUM LOT WIDTH: 40 FT
BUFFER: 30 FT BUFFER WITH 0.6 OPACITY

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PROPOSED 6" WATERLINE
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PROPOSED 8" GRA1/ITY SEWER NOTES:1. IMMEDIATELY INSTALL EROSION CONTROL MATTING ON ALL FILL SLOPES.
2. MONITOR FILL SLOPES FOR STABILIZATION & CORRECT ANY EROSION IMMEDIATELY.
PROPOSED STORMDRAIN 3• MONITOR TSF ADJACENT TO WETLANDS & REMOVE SEDIMENT WHEN 1/3 FULL. FW = FOUNDATION WALL REQUIRED
4. THERE ARE NO PROTECTED RIPARIAN BUFFERS ON THIS SITE.
TEMPORARY SILT FENCE 5. SCM IMPACTED BY SEDIMENTATION AND EROSION CONTROL DURING THE CONSTRUCTION PHASE SHALL BE
CLEANED OUT AND CONVERTED TO ITS APPROVED DESIGN STATE.
LIMIT OF DISTURBANCE 6. ANY DEWATERING OF THE SEDIMENT BASIN/SCM SHALL OCCUR AT THE DESIGNATED OUTLET STRUCTURE LOCATION
WITH THE USE OF A SILT SACK.
7. CONTRACTOR TO USE EXTRA CAUTION TO STAY WITHIN LIMITS OF DISTURBANCE IN AREAS THAT ARE IN CLOSE
PROPOSED FIRE HYDRANT PROXIMITY TO WETLANDS. "oft C A
.VERIFY THAT PAD AREA ELEVATIONS MEET BUILDER REQUIREMENTS PRIOR TO LOT GRADING. ADJUST AS NEEDED. Al
9. ALL IMPERVIOUS SURFACES MUST BE ROUTED TO THE SD SYSTEM. NO BYPASS OF ANY IMPERVIOUS SURFACE IS ti ■ -A 40'
INLET PROTECTION ALLOWED.
10. LOT IMPERVIOUS ALLOCATION INCLUDES DRIVEWAY CONNECTION BETWEEN LOT LINE AND BACK OF CURB.
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1. IMMEDIATELY INSTALL EROSION CONTROL MATTING ON ALL FILL SLOPES.
2. MONITOR FILL SLOPES FOR STABILIZATION & CORRECT ANY EROSION IMMEDIATELY.
I �C2• , 3. MONITOR TSF ADJACENT TO WETLANDS & REMOVE SEDIMENT WHEN 1/3 FULL.
�I 4. THERE ARE NO PROTECTED RIPARIAN BUFFERS ON THIS SITE.
5. SCM IMPACTED BY SEDIMENTATION AND EROSION CONTROL DURING THE CONSTRUCTION PHASE SHALL BE CLEANED OUT AND CONVERTED TO ITS
t APPROVED DESIGN STATE.
' ® 6. ANY DEWATERING OF THE SEDIMENT BASIN/SCM SHALL OCCUR AT THE DESIGNATED OUTLET STRUCTURE LOCATION WITH THE USE OF A SILT SACK.
C2.5 7. CONTRACTOR TO USE EXTRA CAUTION TO STAY WITHIN LIMITS OF DISTURBANCE IN AREAS THAT ARE IN CLOSE PROXIMITY TO WETLANDS.
&VERIFY THAT PAD AREA ELEVATIONS MEET BUILDER REQUIREMENTS PRIOR TO LOT GRADING. ADJUST AS NEEDED.
9. ALL IMPERVIOUS SURFACES MUST BE ROUTED TO THE SD SYSTEM. NO BYPASS OF ANY IMPERVIOUS SURFACE IS ALLOWED.
® ®� 10. LOT IMPERVIOUS ALLOCATION INCLUDES DRIVEWAY CONNECTION BETWEEN LOT LINE AND BACK OF CURB.
11. IF RUNOFF FROM IMPERVIOUS SURFACES CANNOT BE ROUTED VIA STREET FLOW TO PROVIDED DRAINAGE THEN THE BUILDER MUST COLLECT ALL
RUNOFF FROM ANY HOME SITE IN QUESTION AND PIPE RUNOFF TO THE NEAREST YARD INLET. THIS INCLUDES ROOFS, DRIVEWAYS, PATIOS, ETC.
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NOTES:
1. IMMEDIATELY INSTALL EROSION CONTROL MATTING ON ALL FILL SLOPES.
2. MONITOR FILL SLOPES FOR STABILIZATION & CORRECT ANY EROSION IMMEDIATELY.
3. MONITOR TSF ADJACENT TO WETLANDS & REMOVE SEDIMENT WHEN 1 /3 FULL.
4. THERE ARE NO PROTECTED RIPARIAN BUFFERS ON THIS SITE. \
5. SCM IMPACTED BY SEDIMENTATION AND EROSION CONTROL DURING THE CONSTRUCTION PHASE SHALL BE CLEANED OUT
AND CONVERTED TO ITS APPROVED DESIGN STATE.
6. ANY DEWATERING OF THE SEDIMENT BASIN/SCM SHALL OCCUR AT THE DESIGNATED OUTLET STRUCTURE LOCATION WITH THE
USE OF A SILT SACK.
7. CONTRACTOR TO USE EXTRA CAUTION TO STAY WITHIN LIMITS OF DISTURBANCE IN AREAS THAT ARE IN CLOSE PROXIMITY TO
WETLANDS. /
&VERIFY THAT PAD AREA ELEVATIONS MEET BUILDER REQUIREMENTS PRIOR TO LOT GRADING. ADJUST AS NEEDED.
9. ALL IMPERVIOUS SURFACES MUST BE ROUTED TO THE SD SYSTEM. NO BYPASS OF ANY IMPERVIOUS SURFACE IS ALLOWED.
�10. LOT IMPERVIOUS ALLOCATION INCLUDES DRIVEWAY CONNECTION BETWEEN LOT LINE AND BACK OF CURB.
11. IF RUNOFF FROM IMPERVIOUS SURFACES CANNOT BE ROUTED VIA STREET FLOW TO PROVIDED DRAINAGE THEN THE
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1. IMMEDIATELY INSTALL EROSION CONTROL MATTING ON ALL FILL SLOPES.
2. W0NRDR FILL SLOPES FOR STABILIZATION 8: CORRECT ANY EROSION IMMEDIATELY.
3. MONITOR T3F ADJACENT TO WETLANDS 8c REMOVE SEDIMENT WHEN 1/3 FULL LEGEND
4. THERE ARE NO PROTECTED RIPARIAN BUFFERS ON THIS SITE.
0� 5. 8CM IMPACTED BY SEDIMENTATION AND EROSION CONTROL DURING THE CONSTRUCTION PHASE SHALL BE CLEANED OUT
mm AND CONVERTED TO ITS APPROVED DESIGN STATE.
8. ANY DEV04TER|NQ OF THE SEDIMENT BAS|N/SOM SHALL OCCUR AT THE DESIGNATED OUTLET STRUCTURE LOCATION WITH THE
USE OF A SILT SACK. PROPERTY LINE
7. CONTRACTOR TO USE EXTRA CAUTION TO STAY WITHIN LIMITS OF DISTURBANCE IN AREAS THAT ARE IN CLOSE PROXIMITY TO
WETLANDS.
B.VER|FY THAT PAD AREA ELEVATIONS MEET BUILDER REQUIREMENTS PRIOR TO LOT GRADING. ADJUST AS NEEDED. RIGHT OF WAY
N Q. ALL IMPERVIOUS SURFACES MUST BE ROUTED TO THE SD SYSTEM. NO BYPASS OF ANY IMPERVIOUS SURFACE IS ALLOWED. 10. LOT IMPERVIOUS ALLOCATION INCLUDES DRIVEWAY CONNECTION BETWEEN LOT LINE AND BACK OF CURB.
EXISTING CONTOUR
11. IF RUNOFF FROM IMPERVIOUS SURFACES CANNOT BE ROUTED VIA STREET FLOW TO PROVIDED DRAINAGE THEN THE
BUILDER MUST COLLECT ALL RUNOFF FROM ANY HOME SITE IN QUESTION AND PIPE RUNOFF TO THE NEAREST YARD INLET. 25 PROPOSED CONTOUR
THIS INCLUDES ROOFS, DRIVEWA PATIOS, C.
8w PROPOSED 8" WATERLINE
PROPOSED 6" WATERLINE
2W PROPOSED 2" WATERLINE
ss PROPOSED 8" GRAVITY SEWER
TSF
x TEMPORARY SILT FENCE
LOD LIMIT OF DISTURBANCE
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1. IMMEDIATELY INSTALL EROSION CONTROL MATTING ON ALL FILL SLOPES.
2. MONITOR FILL SLOPES FOR STABILIZATION & CORRECT ANY EROSION IMMEDIATELY.
3. MONITOR TSF ADJACENT TO WETLANDS & REMOVE SEDIMENT WHEN 1 3 FULL.
4. THERE ARE NO PROTECTED RIPARIAN BUFFERS ON THIS SITE.
/ \
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SAC_ / 7. CONTRACTOR TO USE EXTRA CAUTION TO STAY WITHIN LIMITS OF DISTURBANCE IN AREAS THAT ARE IN CLOSE PROXIMITY TO
WETLANDS.
/ &VERIFY THAT PAD AREA ELEVATIONS MEET BUILDER REQUIREMENTS PRIOR TO LOT GRADING. ADJUST AS NEEDED.
< \\ \/j 9. ALL IMPERVIOUS SURFACES MUST BE ROUTED TO THE SD SYSTEM. NO BYPASS OF ANY IMPERVIOUS SURFACE IS ALLOWED.
X Or \ / // / 10. LOT IMPERVIOUS ALLOCATION INCLUDES DRIVEWAY CONNECTION BETWEEN LOT LINE AND BACK OF CURB.
11. IF RUNOFF FROM IMPERVIOUS SURFACES CANNOT BE ROUTED VIA STREET FLOW TO PROVIDED DRAINAGE THEN THE
/ // / �� /, / / BUILDER MUST COLLECT ALL RUNOFF FROM ANY HOME SITE IN QUESTION AND PIPE RUNOFF TO THE NEAREST YARD INLET.
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PROPOSED 6" WATERLINE
PROPOSED 2" WATERLINE
PROPOSED 8" GRAVITY SEWER
PROPOSED STORMDRAIN
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20163
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PROPOSED 2" WATERLINE
PROPOSED 8" GRAVITY SEWER -el w
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TS
SD TEMPORARY SILT FENCE
1. IMMEDIATELY INSTALL EROSION CONTROL MATTING ON ALL FILL
LOD OF DISTURBANCE 2. MONITOR FILL SLOPES FOR STABILIZATION & CORRECT ANY
LIMIT C\
"Z EROSION IMMEDIATELY. C14
0, X 3. MONITOR TSF ADJACENT TO WETLANDS & REMOVE SEDIMENT WHEN
1/3 FULL,
PROPOSED FIRE HYDRANT
4. THERE ARE NO PROTECTED RIPARIAN BUFFERS ON THIS SITE,
\Y2 5. SCM IMPACTED BY SEDIMENTATION AND EROSION CONTROL DURING
INLET PROTECTION
-o' THE CONSTRUCTION PHASE SHALL BE CLEANED OUT AND CONVERTED
doll TO ITS APPROVED DESIGN STATE.
6. ANY DEWATERING OF THE SEDIMENT BASIN/SCM SHALL OCCUR AT
THE DESIGNATED OUTLET STRUCTURE LOCATION WITH THE USE OF A V)
SILT SACK, d
. j OA 7. CONTRACTOR TO USE EXTRA CAUTION TO STAY WITHIN LIMITS OF
DISTURBANCE IN AREAS THAT ARE IN CLOSE PROXIMITY TO WETLANDS. z C\
C4 ER
IFY' THAT PAD AREA ELEVATIONS MEET BUILDER REQUIREMENTS
PRIOR TO LOT GRADING. ADJUST AS NEEDED.
'Z 9. ALL IMPERVIOUS SURFACES MUST BE ROUTED TO THE SD SYSTEM.
LU z NO BYPASS OF ANY IMPERVIOUS SURFACE IS ALLOWED. z
10. LOT IMPERVIOUS ALLOCATION INCLUDES DRIVEWAY CONNECTION
BETWEEN LOT LINE AND BACK OF CURB. Z
11. IF RUNOFF FROM IMPERVIOUS SURFACES CANNOT BE ROUTED VIA 0
STREET FLOW TO PROVIDED DRAINAGE THEN THE BUILDER MUST
COLLECT ALL RUNOFF FROM ANY HOME SITE IN QUESTION AND PIPE P�
UJI r—) RUNOFF TO THE NEAREST YARD INLET. THIS INCLUDES ROOFS,
0 DRIVEWAYS, PATIOS, ETC. z
20163
LOD
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EROSION CONTROL
[MATTING TYP.
BLIND SWALE
3
9
■r will DI
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1'
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IV!-
---- 10® MIN
Y .P
a
EXTEND INTO SIDE
SLOPE TO PREVENT
SHORT CIRCUITING
DRAPE BAFFLE MATERIAL OVER WIRE-
STRAND AND SECURE WITH PLASTIC TIES
AT POSTS AND ON WIRE EVERY 12"
t
9 GAUGE MIN. HIGH 3' MIN.
TENSION WIRE STRAND 1
SHALL BE SECURED 1
TO POST TO SUPPORT _
BAFFLE MATERIAL
BAFFLE MATERIAL
IF THE TEMPORARY SEDIMENT
BASIN WILL BE CONVERTED TO A 11 GAUGE
PERMANENT STORMWATER BASIN LANDSCAF
OF GREATER DEPTH, THE BAFFLE STAPLE
HEIGHT SHOULD BE BASED ON
THE POOL DEPTH DURING USE AS
A TEMPORARY SEDIMENT BASIN.
NOTE: INSTALL THREE (3) COIR FIBER BAFFLES
IN BASINS AT DRAINAGE OUTLETS WITH A
SPACING OF 1 f4 THE BASIN LENGTH. TWO (2)
COIR FIBER BAFFLES CAN BE INSTALLED IN
THE BASINS LESS THAN 20 FT. IN LENGTH
WITH A SPACING OF 1 J3 THE BASIN LENGTH.
INFLOW
STRUCTURE {°
� � r
m m m
RIPRAP OR
SLOPE DRAIN
EARTHEN EMBANKMENT
WITH STABILIZED SIDE
SLOPES
EMERGENT
SPILLWAY
POROUS BAFFLES IN A SEDIMENT BASIN. THE FLOW IS DISTRIBUTED EVENLY
ACROSS THE BASIN TO REDUCE FLOW RATES AND TURBULENCE, RESULTING
IN GREATER SEDIMENT RETENTION.
rf A
i ki
EXTEND 9 GAUGE TO
BASIN SIDE OR INSTALL
T-POST TO ANCHOR
BAFFLE TO SIDE OF
BASIN AND SECURE TO
VERTICAL POST
SECURE BOTTOM OF BAFFLE TO
GROUND WITH 12" STAPLES AT
12" MAXIMUM SPACING
MATERIAL
OUTLET STRUCTURE
SEE DETAIL
SD PIPE CONTINUES
TO OUTLET LOCATION
SKIMMER SEE DETAIL
CONNECT SKIMMER TO
OUTLET ORIFICE.
REMOVE SKIMMER AND
RETURN BASIN AND
OUTLET STRUCTURE TO
STORMWATER DESIGN
CONDITIONS 0
CONSTRUCTION
COMPLETION,
1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE
TO SIDE.
2. INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE SEDIMENT TRAP
(PRACTICE 6.62, SEDIMENT FENCE).
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A
MAXIMUM OF 4 FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL.
THE TOP OF THE FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE
SPILLWAY. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE
BERMS.
4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET
DISCHARGE POINT. BASINS LESS THAN 20 FEET IN LENGTH MAY USE 2 BAFFLES.
5, WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE
MEASURE TO PREVENT SAGGING.
6. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER A
SAWHORSE OR THE TOP WIRE. HAMMER REPAR INTO THE SAWHORSE LEGS FOR
ANCHORING. THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE
WEAVE. ATTACH FABRIC TO A ROPE AND A SUPPORT STRUCTURE WITH ZIP TIES,
WIRE, OR STAPLES.
7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH
OR PINNED WITH 8-INCH EROSION CONTROL MATTING STAPLES.
8. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
MAINTENANCE
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL, MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE
BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT.
SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE
ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO
GRADE, AND STABILIZE IT.
• r� •t
• s-
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WET POND
SIZE (IN)
ORIFICE DI (TIN)
1
4.0
3.8
2
2.0
1.7
INF. BASIN
SIZE (IN)
ORIFICE DIA (IN)
1
1.5
1.5
SAND FILTER
SIZE (N)
ORIFICE D i
1
2.0
1.4
2
2.0
1.8
61 Ifk 11min
r k .
TOP OF POND/BERM SHALL
BE PLANTED WITH
NON -CLUMPING TURF GRASS.
TREES AND WOODY SHRUBS
SHALL NOT BE ALLOWED.
BERMUDA GRASS SOD SHALL
BE PLANTED ON THE
MAINTENANCE SHELF/BERM,
OR THE BERM MAY BE
MATTED AND SEEDED WITH
BERMUDA GRASS SEED.
+ + VEGETATED SHELF 50 PLANTS
+ + + PER 200 SF. PLANTS ARE
+++++++ TO BE EVENLY DISTRIBUTED
+++++++ AND SPACED AT 2' ON
+++++++ CENTER. PLANTS ARE TO BE
+ + + + SWAMP MILKWEED, SCARLET
ROSE MALLOW, AND NARROW
PLUMEGRASS.
® POND SLOPES ARE TO BE
PLANTED WITH PERENNIAL
TURF GRASS --HYBRID
CENTIPEDE GRASS. POND
SLOPE PLANTINGS SHALL BE
EITHER SOD (CENTIPEDE
GRASS) OR OR MATTED AND
SEEDED WITH CENTIPEDE
GRASS SEED.
POROUS BAFFLE
1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION
AND ROOT MAT. REMOVE ALL SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC
MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE
MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT
CONTROL MEASURES BELOW BASIN BS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY
VEGETATION, ORGANIC MATTER, AND OTHER OBJECTIONABLE MATERIAL, PLACE THE FILL
IN LIFTS NOT TO EXCEED 9 INCHES, AND MACHINE COMPACT IT. OVER FILL THE
EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE
FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER
OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER.
4. PLACE THE BARREL (TYPICALLY 4-INCH SCHEDULE 40 PVC PIPE) ON A FIRM,
SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL
SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE.
PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4-INCH LAYERS AND
COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE
ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM THE
FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES.
PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE
SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN NO CASE
SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM
AFTER THE EMBANKMENT IS COMPLETE.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURER INSTRUCTIONS, OR
AS DESIGNED.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE
FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO
THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR
SUPPORT. BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE
SIDE OF THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER T %THE SIDE FOR
MAINTENANCE,
7, EARTHEN SPILLWAYS ---INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE
GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE,
DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE
SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED
WITH LAMINATED PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE
WIDE AND LONG ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE,
TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH
8-INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN
THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE
ONE PIECE, NOT JOINED OR SPLICED, OTHERWISE WATER CAN GET UNDER THE
FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF
THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED.
THE UPPER SECTION(S) SHOULD OVERLAP THE LOWER SECTION(S) SO THAT WATER
CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE
FABRIC IN A 'TRENCH WITH STAPLES OR PINS. (ADAPTED FROM "A MANUAL FOR
DESIGNING, INSTALLING AND MAINTAINING SKIMMER SEDIMENT BASINS." FEBRUARY,
1999. 1. W. FAIRCLOTH & SON.).
8, INLETS -DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION.
USE TEMPORARY SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT
SEDIMENT LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN
TRAP EFFICIENCY (REFERENCES: RUNOFF CONTROL MEASURES AND OUTLET
PROTECTION.
9. EROSION CONTROL -CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA
IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS, COMPLETE THE
EMBANKMENT BEFORE THE AREA IS CLEARED. STABILIZE THE EMERGENCY SPILLWAY
EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE
PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION (REFERENCES: SURFACE
STABILIZATION).
10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE 6.65, POROUS BAFFLES.
11, AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY
STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT.
SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY
(REFERENCES: SURFACE STABILIZATION).
MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT
(ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY.
REMOVE SEDIMENT AND RESTORE . THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN
SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL
THE SKIMMER; TO ONE SIDE 80 THAT THE SEDIMENT UNDERNEATH IT CAN BE
EXCAVATED, EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND
THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM
OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER
IS FLOWING UNDERNEATH OR AROUND THEM.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN,
USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND
DISLODGE THE DEBRIS AN
D RESTORE
FLOW. IF THIS DOES NOT WORK, PULL THE
SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK
THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED, IF SO REMOVE THE
DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED
AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY -FLUSHING WITH
WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED
REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY, CHECK THE
EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE
EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND
POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL
PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM
PLUGGING WITH ICE.
ETENTION POND NOTES:
UPON STABILIZATION OF SITE, RESTORE POND TO DESIGN SIZE AND SHAPE.
2. INSTALL TOPSOIL ON SIDE SLOPES ABOVE NORMAL POOL AND SEED WITH A MIX OF
20% CARPET GRASS, 24% BERMUDA, 20% FESCUE, 10% CREEPING RED FESCUE, AND
24% RYE. SEED AT A RATE OF 2-3 POUNDS PER 1000 SF.
3. VEGETATED SHELF: THE CONTRACTOR SHALL INSTALL EQUAL NUMBERS OF THE LISTED
SUITABLE SPECIES. GROUP SIMILAR SPECIES OF PLANTS TOGETHER (APPROX. 10-15
PLANTS PER GROUP). NO PLANTS SHALL BE PLANTED WITHIN 10 FEET OF THE OUTLET
STRUCTURE.
4. BOTTOM HALF OF VEGETATED SHELF SHALL BE PLANTED WITH SHALLOW WATER PLANT
SPECIES, A MINIMUM OF (3) DIVERSE SPECIES, SEE TABLE.
5. TOP HALF OF VEGETATED SHELF SHALL BE PLANTED WITH SHALLOW LAND PLANT
SPECIES, A MINIMUM OF (3) DIVERSE SPECIES, SEE TABLE.
6. THE VEGETATED SHELF SHALL BE PLANTED WITH PLUGS OR POTS (MIN. 2 CU IN) AT
24"-36" O.C. IN A CHECKERBOARD PATTERN. A MINIMUM OF 50 PLANTS PER 200 SF
OF SHELF AREA SHALL BE PLANTED.
7. THE MEASURED SHWT IS ABOVE THE PERMANENT POOL ELEVATION. THE DUPUIT
EQUATION WAS USED IN THE CALCULATIONS TO DETERMINE THE AMOUNT OF INFLOW
FROM THE ELEVATED SHWT. THE POND OUTLET STRUCTURE IS SIZED FOR THE EXTRA
INFLOW PER NCDEQ RULES.
8. THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE DIVERSE
SPECIES OF HERBACEOUS, NATIVE VEGETATION AT A MINIMUM DENSITY OF 50 PLANTS
PER 200 SF OF SHELF AREA.
9. CATTAILS ARE NOT TO BE PLANTED IN OR AROUND POND.
APPROVED SHALLOW WATER PLANTS
SW EETFLAG
WATER PLANTAIN
WATERPOD
BLUE FLAG IRIS
SOFT RUSH
ARROW ARUM
PRIMROSE WILLOW
PICKERELWEED
DUCK POTATO
BULLTONGUE
LIZARD'S TAIL
SOFT STEM BULRUSH
THREE -SQUARE BULRUSH
WOOLGRASS
GIANT CUTGRASS
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TOP=9.00'
FOREBAY BOTTOM @ EXIT= 2.00'
TOP=9.00'
PT 2x8 WALER
I
PT 2x10 CAP PLATE
GALV. 5/16'x3" BOLT
WITH OVERSIZED FENDER
WASHERS.
3
6-1
VEGE
TATED
SHELF
BOTTOM=5.50'
TCP=6.50'
NOTE
1. BASIN, FRAME AND GRATE
VARY IN NONESSENTIAL DIN
4' X 3' PRECAST CONC. B/
W/ KNOCKOUT PANELS
ALL 4 SIDES
#4 STEEL REBAR 'GALV. OR ASPHALT -COATED)
TACKWELDED AT 4' O.C. EACH WAY. LAID
IN OR BOLTED DOWN TO TOP OF STRUCTURE
11 8" DIA, OUTLET
INV. 5.50'
TOP=23.00'
5' WIDE fill
CLASS B GRANITE _j
RIP -RAP FOR ENTIRE lift 3
TEMPORARY POOL 7.25' BERM LENGTH t- TEMPORARY POOL= 7.25'
AT 5-5.50'
NnRmAi Poni = r; qn' NORMAL PCIOL= 5.50'
BOTTOM = 1.00' _AfJP� 6' 2 FOREBAY
SEDIMENT REMOVAL ELEV.= 2.50'
POND
2:1 2:1
SIDE SLOPE SIDE SLOPE
- ------ -
SEDIMENT REMOVAL ELEV.= 1.50'
POND 1 CROSS SECTION
NTS
ii
1
-4
PLAN
TOP BOX 8.50'
ow, M
WV.
MM.Ar-
WW"
.............
.............
-------
ce
4
N.T.S.
1
3
'
6.1 6
VEGETATED
SHELF I
BOTTOM=20.00'
TOP=21.00'
NOTE
1. BASIN, FRAME AND GRATE
VARY IN NONESSENTIAL DIN
4' X 3' PRECAST CONC. B)
W/ KNOCKOUT PANELS
ALL 4 SIDES
#4 STEEL REBAR �GALV. OR ASPHALT COATED)
TACKWELDED AT 4 O.C. EACH WAY. 'LAID
IN OR BOLTED DOWN TO TOP OF STRUCTURE
15" DIA. OUTLET
INV. 20,00'
ATTACH SCREEN W
GALV. LAG & WED(
ANCHORS
1/2- OPNG, GALV.
ALUMINUM EXPAND
METAL SCREEN
2.5" I.D. INLET PIF
GROUT IN PLACE
INV. 20.00'
COMPACTED SUI
CRUSHED STONE.
VEGETATED
SHELF
AT 5.50'
NOTE
11. BASIN, FRAME AND GRATE
VARY IN NONESSENTIAL DIN
4' X 3' PRECAST CONC. B)
W/ KNOCKOUT PANELS
ALL 4 SIDES
#4 STEEL REBAR �CALV. OR ASPHALT COATED)
TACKWELDED AT 4' O.C. EACH WAY. LAID
IN OR BOLTED DOWN TO TOP OFF STRUCTURE
24" DIA, OUTLET
INV. 5.50'
COMPACTED SUBGRADE OR 6"
CRUSHED STONE.
N.T.S.
TOP BOX 7.25'
BOTTOM 5.50'
FOREBAY BOTTOM @ EXIT= 16.50' TOP=23.00'
SHEET PILE
FOREBAY WA
TOP AT 20.00' Jill 3
-I 1TEMPORARY POOL= 21.90'
TEMPORARY POOL 21.90'
NORMAL POOL= 20.00' NORMAL POOL= 20.00'
BOTTOM 2 FOREBAY BOTTOM @ ENTRANCE= 16.00'
2 FOREBAY
12 5'
I III- SEDIMENT REMOVAL ELEV.= 17.00'
POND I
2:1 2:1
SIDE SLOPE SIDE SLOPE
SEDIMENT REMOVAL ELEV.= 1100'
POND 2 CROSS SECTION
NTS
- - ---------- - 4.0'
ow-
TOP BOX 22.75'
BOT. & INLET PIPE 20,00'
SECTION ELEVATION
DETENTION POND 2 OUTLET STRUCTURE - STATE
N.T.S.
NOTE
1. BASIN, FRAME AND GRATE
VARY IN NONESSENTIAL DIN
3' X 2' PRECAST CONC. B/
W1 KNOCKOUT PANELS
ALL 4 SIDES
#4 STEEL REBAR '�GALV. OR ASPHALT COATED)
TACKWELDED AT 4 O.C. EACH WAY. LAID
IN OR BOLTED DOWN TO TOP OF STRUCTURE
12" DIA. OUTLET
INV. Roo,
COMPACTED SUBGRADE OR 6"
CRUSHED STONE.
CD
cl�
TOP BOX 21.90'
BOTTOM 20,00'
SECTION ELEVATION
DETENTION POND 2 OUTLET STRUCTURE - COUNTY
N.T.S.
kyj I ILI 0 m1:1:1
PT 2x6 'WALER GALV. 1/2"x16" THROUGH BOLT
WITH OVERSIZED FENDER WASHERS
2x8 WALER
VINYL SHEETEILE WALL PLAN
NTS
VINYL SHEET PILING 10.0*
STAND PIPE
NOTES;
1. CONSTRUCTION LAYOUT SHALL BE BY THE CONTRACTOR FROM BENCH
MARKS AND BASE LINES ESTABLISHED BY THE CONTRACTOR.
STRUCTURAL TIMBER/VINYL SHEETPILE:
1. DRIVE AND/OR JET SHEET PILES TO MIN. PENETRATION AS SHOWN
ON PLANS.
2. BULKHEAD LUMBER
ow-
TOP BOX 22.75'
BOT. & INLET PIPE 20,00'
SECTION ELEVATION
DETENTION POND 2 OUTLET STRUCTURE - STATE
N.T.S.
NOTE
1. BASIN, FRAME AND GRATE
VARY IN NONESSENTIAL DIN
3' X 2' PRECAST CONC. B/
W1 KNOCKOUT PANELS
ALL 4 SIDES
#4 STEEL REBAR '�GALV. OR ASPHALT COATED)
TACKWELDED AT 4 O.C. EACH WAY. LAID
IN OR BOLTED DOWN TO TOP OF STRUCTURE
12" DIA. OUTLET
INV. Roo,
COMPACTED SUBGRADE OR 6"
CRUSHED STONE.
CD
cl�
TOP BOX 21.90'
BOTTOM 20,00'
SECTION ELEVATION
DETENTION POND 2 OUTLET STRUCTURE - COUNTY
N.T.S.
kyj I ILI 0 m1:1:1
PT 2x6 'WALER GALV. 1/2"x16" THROUGH BOLT
WITH OVERSIZED FENDER WASHERS
2x8 WALER
VINYL SHEETEILE WALL PLAN
NTS
VINYL SHEET PILING 10.0*
STAND PIPE
NOTES;
1. CONSTRUCTION LAYOUT SHALL BE BY THE CONTRACTOR FROM BENCH
MARKS AND BASE LINES ESTABLISHED BY THE CONTRACTOR.
STRUCTURAL TIMBER/VINYL SHEETPILE:
1. DRIVE AND/OR JET SHEET PILES TO MIN. PENETRATION AS SHOWN
ON PLANS.
2. BULKHEAD LUMBER
GRADE
AWPA STD. AND
CCA
TRLATM NIT
WALER
MARINE NO.1
S-DRY 19
C3/C18/C25
(2 TO 19 4? +)
KDAT 5.
-
2.5 LBS/CF NL 1
WALLCAP
NO. 1
S-DRY 19
0.6 LBS/CF NET
SHEETING
SKYLINE STEEL: PERFORMEX 4.2 OR
(VINYL)
APPROVED EQUAL
4. ALL HARDWARE AND NAILS SHALL BE HOT DIP GALVANIZED UNLESS
NOTED OTHERWISE, USE CUT WASHERS UNDER ALL BOLT HEADS AND
NUTS. NAIL SIZES AND NUMBER ARE NOT SHOWN. USE ACCORDING
TO GOOD CARPENTRY PRACTICE. USE COMMON NAILS ONLY.
5. HOT DIP GALVANIZED AFTER FABRICATION ALL EXPOSED ANGLES,
PLATES, ETC. (ASTM A153).
6. USE DOUBLE HOT DIP ZINC COATED NAILS FOR PRESSURE TREATED
LUMBER "PTL" NAILS BY MAZE NAIL CO.
7. PROVIDE TREATMENT CERTIFICATES ON ALL LUMBER BY AN
INDEPENDENT 3RD PART INSPECTOR AWPB OR SPI8 APPROVED AND
SUBJECT TO APPROVAL BY ENGINEER.
SHEET PILE WALL TOP= 15,00'
TOP= 15.00 6"PERFORATED
TOP AT 14.50'
STAND PIPE
I I 1
SEE MANIFOLD
DETAIL
TOP=1 iL-T
TEMPORARY POOL= 14.75'
SAND FILTERQ FOREBAY
AREA-_-
1L CLEAN OUT CLEAN OUT 11
3 1 C 1 3
1 0EIC
0 o' D[
0 BOTTOM= 11.00'
..........
GRAVEL/STONE SURFACE ..... ...............
...........
. ...... .. . .......
..... ............... . ......
SAND FILTER MEDIA 00
(ASTM C-33 SAND OR ....... ....... .
EQUIVALENT)
6" OUTLET PIPE= 9.50'
If I Ili 11 1 1
1z
H
6" PERFORATED PIPEJ
SHWT= 7.30'
SAND FILTER 1 CROSS SECTION
NOTE:
1. SAND FILTER MEDIA SHALL BE MAINTAINED
SUCH THAT THE INFILTRATION RATE IS > 2 IN/HR.
2. CLEAN OUT PIPE SHALL BE CAPPED.
5' WIDE
CLASS 8 GRANI
TE 6" PERFORATED TOP=16.00'
TOP= 16.00' RIP -RAP FOR ENTIRE STAND PIPE
BERM LENGTH F
STAND PIPE SEE MANIFOLD AT 14.00'
DETAIL
V TEMPORARY POOL= 14.80'
SAND FILTER
OC FOREBAY
AREA
CLEAN OUT CLEAN OUT
3
0 0: 100,0,0 0 0,0,0,04 0 q BOTTOM= 12-50'
....... ......... ....... ..... ......
GRAVEL/STONE SURFACE r
. ...... ..... .......
SAND FILTER 2 PERFORATED MANIFOLD SAND FILTER MEDIA ........
­... .." . ...
. . . . . . ..............
NTS (ASTM C-33 SAND OR .... ..... ......
EQUIVALENT) Im ........ ........
6" OUTLET PIPE= 11.00'
J f I I .- III 1 1' J I I-
6" PERFORATED PIPE7
SHWT= 8.80'
Top = 12.00' TOP = 12.00'
P -I
BOTTOM 9,00, 1,
-1 1 1 SAND FILTER 2 CROSS SECTION
3 BASIN 3 NTS
SHWT= 7,00' NOTE:
1. SAND FILTER MEDIA SHALL BE MAINTAINED
I
INFILTRATION BASIN 1 CROSS SECTION SUCH THAT THE INFILTRATION RATE IS > 2 IN/HR.
2. CLEAN OUT PIPE SHALL BE CAPPED.
NTS
v
60OX MARIF1 FABRIC
12" CLASS B RIP RAP
EMERGENCY SPILLWAY TABLE
WET POND
W (FT)
BOTTOM (ET)
TOP (FT)
1
50
8.50
9.00
2
50
22.50
23.00
INF. BASIN
W (FT)
BOTTOM (FT)
TOP (FT)
1
50
11.80
12.00
SAND FILTER
W (FT)
BOTTOM (FT)
TOP (FT)
1
50
14.75
15,00
2
50
14.80
16.00
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Licence #C-3641
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Licence ##G-3641
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SITE WORK NOTES: m
TEMPORARY/PERMANENT 1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD
CONSTRUCTION CONDITIONS.
GRASS SPECIFICATION 2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT
OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS
�q NCDOT5 OR 57 CONSTRUCTION SEQUENCE: AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
WASHED STONE 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
2, DRIVE 5' STEEL POST 2° INTO THE GROUND SURROUNDING THE INLET. ADVERSE SOIL CONDITIONS. OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
4�� SPACE POST EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM 2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH, CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC, WITHIN p
OF 4' APART 3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES LIMITS OF CONSTRUCTION. F7 _j
g0, 3. SURROUND THE POST WITH WIRE MESH HARDWARE CLOTH. SECURE THE SMOOTH AND UNIFORM. 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, C_ `
hfd/V WIRE MESH TO THE STEEL POST AT THE TOP, MIDDLE AND BOTTOM. PLACING 4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL. WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. Y
A LIME: 45 LBS. PER 1000 S.F.' C3 z
f••j A 2 FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. 5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING �
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT PHOSPHOROUS: 20 LBS PER 1000 S.F. z
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE � �-
FERTILIZER: 17 LBS. PER 1000 S.F. p C�
P� ti4 OF 16' TO 18" AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE, 5, CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED STRIPPED OR EXCAVATED SPOIL SHALL
�4 5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE PREPARED 4-6 INCHES DEEP. BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL I 1 Cr?
Q ACCUMULATED SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS. 6, SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY. APPLICABLE LOCAL AND STATE CODES. L
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER, 2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW) 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW cr_
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS Cl
8" MIN. "= MAI ANC GRAIN STRAW HAY AT 75 TO 100 LBS PER 1000 S.F. ASSOCIATED WITH BORROW OPERATIONS. z
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1 J2 INCH JUTE &MESH AS PER MANUFACTURER 8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO Ljj
in
2" - 3" Nil OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR 8. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8 OF SUBGRADE SHALL
COARSE AGGREGATE OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION, BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM N
TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW. MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY
SEDIMENT REMOVAL. REMOVE SEDIMENT WHEN ACCUMULATION REACHES HALF 9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY OR CLAYEY Cn
THE DEPTH OF ROCK. REPLACE STONE WHEN IT NO LONGER DRAINS AS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL -I
DESIGNED. OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER MATERIAL 5' OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN 0
AND SEEDING RATES. LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE
1-°°GUAGE HARDWARE FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE
CLOTH (1/4 MESH 11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE: STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
STANDARD METAL 20% CARPET GRASS BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
OPENINGS PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98% GRAVEL CONSTRUCTION ENTRANCE POSTS 2,O' IN 4' MAX. 24% BERMUDA GRASS
20% TURF FESCUE 10% CREEPING RED FESCUE
NCDOT 5 OR 57
GROUND. TYP. 24% ANNUAL RYE GRAIN OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
CONSTRUCTION SPECIFICATION: WASHED STONE *BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH
1, CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY, IN Ilm
MATERIAL AND PROPERLY GRADE IT. GERMINATION SHALL BE A MIN. OF 85%. AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12
`` j. INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98%
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH ►'% . �` w'± rx
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 7 TO 14 DAYS OF THE COMPLETION OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS
' ` „" '` TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE
IT, 2A OF GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE
Co
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL Lu
4. USE GTOTEXEP FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED OEM z
SUBJECT TO SEEPAGE RI HIGH WATER TABLE. 04 w UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE. REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL
w 1" TO 18" OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH
MAINTENANCE: n d NPDES STABILIZATION TIEFRAMES A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE Lu cc
MAINTAIN THE GRAVEL PAD IS A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE 177 SITE AREA DESCRIPTION STABILIZATION TIMEFRAME EXCEPTIONS STRUCTURALAYOUT:L
NOTES
CONTRACTORDSOIL SHALLREPORT ALL 9. ADDITIONAL
REQUIRED REQUIREMENTS.
TO
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 INCH STONE. AFTER EACH CONSTRUCT THE WORK.
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE 1O. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC 5ECTIO
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE OF EXISTING UTILITIES DURING CONSTRUCTION.
ROADWAYS, 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT NORRIS & WARD AND PROVIDED BY OWNER.
SLOPES STEEPER THAN 3:1 7 DAYS STEEPER THAN 2:1 14 DAYS ARE ALLOWED 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
TEMPORARY GRAVELLED CONSTRUCTION ENTRANCE NTH HARDWARE CLOTHGRAVELILT PROTECTION NT ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE, EXCEPT FOR PERIMETERS AND HOW ZONES APPLICABLE AGENCIES AND AUTHORITIES. Coo
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER CONFORM TO NCDOT STANDARDS. c>
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL 00
6' Wz E.S. FABRIC SEEDING MIXTURE AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL -0 N
SEE PLAN FOR PIPE
8' WJ WIRE MESH ORIENTATION SPECIES RATE (lb/acre) 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. Z. .
STEEL POST GERMAN MILLET 40 17. SEE SOILS REPORT DATED 11-15-22 FOR ADDITIONAL REQUIREMENTS. `
WIRE MESH FOR STANDARD FABRIC 18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
IN THE PIEDMONT AND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
T___�_
MIN. 14 GA. c� X z �, STANDARD OR EXTRA STRENGTH BE SUBSTITUTED AT A RATE OF 50 lb/acre, CONDITION.?00
6x6 MESH FOR I '' FILTER FABRIC ti
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT
jm
OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS. N
STANDARD FABRIC r SEEDING DATES 20. USE WHITE LANE MARKING PAINT FOR ALLPAVEMENT MARKINGS. PAINT
T__� - DIRECTION OF WATER FLOW MOUNTAINS - MAY 15 - AUG. 15 0 14
PIEDMONT - MAY 1 - AUG. 15 SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III,
Vu
CASTING COASTAL PLAIN - APR. 15 - AUG. 15 FACTORY MIXED, QUICK DRYING, NON -BLEEDING.= ANCHOR FABRIC SKIRT SOIL AMENDMENTS 21. SEE ARCHITECTURAL PLANS FOR LOCATIONOF ROOF QRAINS. THE
NOTE: 2' X 2' DROP GENERAL CONTRACTOR IS RESPONSIBLE TO CONNECT THESE LINES TO THE
I MIN. 8" DEEP & 4" WIDE, INLET FRAME &GRATE FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 lb/acre UNDERGROUND DOWNSPOUT DRAIN AT THE REQUIRED DEPTH TO DRAIN, ALL
", SHALL BE HEAVY DUTY GROUND AGRICULTURAL LIMESTONE. AND 750 lb/acre 10-10-10 UNDERGROUND DOWNSPOUT DRAINS SHALL HAVE A MINIMUM SLOPE OF 1%
CONC. COLLAR FERTILIZER. AND BE SCH 40 PVC PIPE AS FOLLOWS: USE 4" PIPE FOR UP TO 4
MULCH DOWNSPOUT CONNECTIONS, 5" PIPE FOR 5 TO 8 DOWNSPOUT
NOTES: APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, CONNECTIONS AND 8" PIPE FOR 9 OR MORE CONNECTIONS.
1. SYN. FENCE FABRIC SHALL BE MIN, OF 30" IN WIDTH NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET 22. ALL DOWNSPOUTS SHALL HAVE AN AIR GAP PRIOR TO CONNECTION TO
PLAN NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. THE STORM DRAIN SYSTEM.
WITH 30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC MAINTENANCE 23. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL
AND 50 LB/IN FOR EXTRA STRENGTH. BE A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS ARE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE,
EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS.
04
NECESSARY, LAP FABRIC POST TO POST. ELEV. VARIES AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. et
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE rya
SELF -FASTENER STEEL ANGLE TYPE. PIE TEMPORARY SEEDING RECOMMENDATIONS FOR FALL z
PRECAST SI E SEEDING MIXTURE EROSION CONTROL NOTES AND MAINTENANCE PLAN
OR 6,> VARIES 6 1. ALL EROSION ANQ SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR
SPECIES RATE (lb/acre) STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL,
BRICK MASONRY RYE (GRAIN) 120 BUT IN NO CASE, LESS THAN ONCE EVERY WEEK AND WITHIN 24 HOURS OF
TEMPORARY SILT FENCE MAINTENANCE b EVERY HALF -INCH RAINFALL. 0
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND EACH RAINFALL. FLOW > SEEDING DATES 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL
MAKE ANY REQUIRED REPAIRS IMMEDIATELY. MOUNTAINS - AUG. 15 - DEC. 15 BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE I. 4" COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 15 TO MAINTAIN PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION TO
OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE. IMMEDIATELY REMOVE
SOIL AMENDMENTS OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED ONTO THE
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE FOLLOW SOIL TEST OR APPLY 2,000 lb/acre GROUND AGRICULTURAL CONSTRUCTION ENTRANCE OR ROADWAYS.
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON LIMESTONE AND 1,000 lb/acre 10-10-10 FERTILIZER. 3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET
THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING 3000 PSI CONC. .'.• .•,•• ,, a,
b a• �. 4 MULCH PROTECTION, BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT INLET
CLEANOUT. APPLY 4,000 lb/acre STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, PROTECTION AND ROCK PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE
REMOVE ALL FENCING MATERIALS AND UNSTABLE IT AFTER THE NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT, ROCK WILL BE CLEANED OR M
CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. SECTION NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
MAINTENANCE DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW
PROPER DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER
REPAIR AND REFERTILIZE DAMAGE AREAS IMMEDIATELY. TOP DRESS WITH EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER r"n �
50 lb/acre OF NITROGEN IN MARCH, IF IT IS NECESSARY TO EXTENT DAMS, DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN N
TEMPORARY SILT FENCE DROP INLET DETAIL TEMPORARY COVER BEYOND JUNE 15,
NTH NTS OVERSEER WITH 50 lb/acre KOBE � ENT�IVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE � z (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES LATE FEBRUARY OR EARLY MARCH. WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN O
7 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A I-+ .
SWALE. u 7 (� G;l
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN O Z w
x IT BECOMES HALF FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS 4 m NECESSARY TO MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE c
NCDOT SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH FABRIC, �
O WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN AV
EROSION CONTROL J STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS AV
STONE ® < ARE DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE, THE ROCK WILL BE
3: REPAIRED OR REPLACED IF IT BECOMES HALF -FULL OF SEDIMENT, NO LONGER
d a DRAINS,SED MENT DESIGNED WILLBE IS REMOVEDFICYROMTHE SEDIMENT BASIN WHEN THE
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HEAVY DUTY TRAFFIC BEARING DESIGN STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
- BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR
FRAME, GRATE AND HOOD. IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED IF
" THEY COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE
A A 2 NCDOT ROADWAY STANDARD
NO, 840.03 OR APPROVE
z DEPOSITS REPLACE® REACHPHALF THE SEDIMENT HEIGHTLL BE OFTHE 1 STOVED BAFFLE, M BAFFLES WHEN
FLOATING SKIMMERS
EQUAL. WILL BE INSPECTED WEEKLY AND WILL BE KEPT CLEAN. : Licence #C-3641
� NOTE: IF PRE -CAST BOXES
w GROU ARE USED THE CONTRACTOR
IS RESPONSIBLE FOR CONFIRMING
LAND QUALITY REQUIRES
THAT THE PIPES CAN BE INSTALLED 20163
TO THE GRADES SHOWN ON THE 7. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
PLANS USING A PRECAST BOX S" g" MULCHED, ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN, TO D LPN
PRIOR TO CONSTRUCTION.im MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. ALL SLOPES WILL BE CKIa. +LPN
8„ 7-- µ ►ti ,p . STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED EDB
26" MIN. CONCRETE 1 +r WITHIN 15 WORKING DAYS. : WATER QUALITY REQUIRES ALL SEEDED AREAS BE DR
BRICK :':;:,:.:: FERTILIZED, RESEEDED A5 NECESSARY AND MULCHED ACCORDING TO
it SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES, HORIZONTAL TO DITCHES, DAB
• ^ PERIMETER SLOPES, ALL SLOPES STEEPER THAN (3:1) VERTICAL AND ALL HIGH
SEE PLAN »A''':; `: ' :':°:: ' :: '.�:' ' QUALITY WATER (HQW) ZONES SHALL PROVIDE TEMPORARY OR PERMANENT Rs*a�
STONE SHALL NOT r ' :` ` ° 000000o0. 000000000000
o0o0o0o0o0o - STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL BUT IN ANY EVENT �® A
BLOCK OR IMPEDE o 0 0000 0 0 0 0 0 0 a ` "� «* ®®
000000000000000000000 � WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY,
PIPE FLOW 000000000000000000000 ALL OTHER DISTURBED AREAS SHALL PROVIDE TEMPORARY OR PERMANENT
4" STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL BUT IN ANY EVENT :�' 1.
SEE SITE PLAN WITHIN FOURTEEN (14) CALENDAR DAYS FROM THE LAST LAND ---DISTURBING' `
ACTIVITY.
ell
9 ;: , ., .: •;a 8. BASIN OUTLET STRUCTURES AND SKIMMERS SHALL WITHDRAW WATER FROM
MIRAFI 60OX FILTER FABRIC •• ;htl �.:•:p>°`:°.: e :',;;., •_,,,:: as THE SURFACE.
SECTION A - A OR APPROVED EQUAL0.
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NOTE: FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION L#4 @ 12" EACH WAY CONC. FTC,
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ENERGY DISSIP TOR TYPICAL CURB INLET " VALLEY CO NTS