HomeMy WebLinkAboutParsons Mill Farm Roadway Detail 4.14.2020NOTES:
1. SIDEWALK THICKNESS 5HAL L BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS C.J. SPACE SAME AS SIDEWALK WIDTH.
...::,,:::..... ,::,..,:,:. 3. THICKEN SIDEWALK TO 6" AT DRIVEW�4YS.
4. THICKEN SIDEWALK TO 6" IN LAST 3 WHERE IT ABUTS PAVEMENT
WITH NO CURB.
f 5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 30' MAX. AT SIDEWALK 1/8"R TOOLED
JUNCTIONS, AT STRUCTUR S AND AS NOTED ON SITE PLAN. JOINT
6. PROVIDE A LAYER OF 15 �LDG. FELT BETWEEN WALK AND ADJACENT
PARALLELING CURB OR STRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M. _;
1/2" EXPANSION
JOINT MATERIAL
CURB 30' MAX. SPACING EXPANSION JOINT (E.J.)
INSTALL N CONTROL
MPETITION , 1/4"x1" DEEP w/,
RADING. �1/8'R TOOLED JO
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rr i' j
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w CONTRACTION JOINT (C.J.)
J•
1-- 2� _ POND 2 & 3 OUTLET DEPTH= 4' MIN.
3 POND 8 OUTLET DEPTH= 2 MIN.
OUTLET CHANNEL DITCH
NTS
[- 50' R/W --A
PAVEMENT WIDTH TO MEET NEW HANOVER COUNTY MIN. STANDARDS
DUTCH COVE CT. CUL-DE-SAC
N.T.S.
1O
ER)SION
ST�PNE
Irils 11
UK
STONE SHALL NOT
BLOCK OR IMPEDE
PIPE FLOW
21m
SIDEWALK JOINT DETAILS
NTS
NOT TO SCALE
DITCH PLUG SHALL BE
TEMP. SILT FENCE
DITCH PLUG SIDE VIEW
ANDDARD FABRRIICH I
N
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I3
---- STEEL POST
WIRE MESH FOR STANDARD FABRIC
STANDARD OR EXTRA STRENGTH
FLTER FABRIC
DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
MIN. 8' DEEP & 4" WIDE.
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30' IN WIDTH WITH
30 LB IN TENSILE STRENGTH FOR STANDARD FABRIC
AND LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL. BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY SILT FENCE
PIPE INSTALLATION
THROUGH WETLANDS
1. REMOVE AND STOCKPILE ALL ORGANIC MATERIAL IN TRENCH AREA.
2. DIG TRENCH TO DEPTH PER PLANS. IF MINERAL SOIL IS ENCOUNTERED, STOCKPILE
SEPARATELY FROM THE ORGANIC MATERIAL.
3. REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING BURIED CONSTRUCTION
DEBRIS AS REQUIRED AND FILL TO SUBGRADE ELEVATIONS WITH A CLEAN SELECT -FILL
COMPACTED AS SPECIFIED.
4. PLACE PIPE ON SUBGRADE.
5. BACKFILL FIRST WITH ANY STOCKPILED MINERAL SOIL, THEN PLACE STOCKPILED
ORGANIC MATERIAL ON TOP. RESTORE TO ORIGINAL GRADE.
6. SEED DISTURBED AREA WITH A BLEND OF WETLAND PLANT SEEDS. CONSULT AN
ENVIRONMENTAL SPECIALIST FOR WETLAND PLANT SEED MIXTURE AND PROPER PLACEMENT
PROCEDURE.
COARSE AGGREGATES
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
TEMPORARY/PERMANENT
GRASS SPECIFICATION
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS, ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
LIME: 45 LBS. PER 1000 S.F.
PHOSPHOROUS: 20 LBS PER 1000 S.F.
FERTILIZER: 17 LBS. PER 1000 S.F.
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, UNIFORM SEED BED IS
PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
2 - 3 LBS PER 1000 S.F. (SEE MIXTURE BELOW)
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
GRAIN STRAW & HAY AT 75 TO 100 LBS PER 1000 S.F.
WOOD CHIPS AT 500 LBS. PER 1000 S.F.
JUTE & MESH AS PER MANUFACTURER
S. ASPHALT FOR ANCHORING MULCH SHALL BE TYPE SS-1 EMULSION AND
APPLIED AT A RATE OF 1000 GAL. PER ACRE FOR SLOPE STABILIZATION,
AND 150 GAL. PER TON OF STRAW FOR ANCHORING STRAW.
9. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEED
WITHIN THE PLANTING SEASON, IF POSSIBLE. IF GRASS STAND SHOULD BE
OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
10. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE, TREATMENT, AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
11. SEED FOR TEMPORARY AND PERMANENT APPLICATIONS SHALL BE:
20% CARPET GRASS
24% BERMUDA GRASS
20% TURF FESCUE 10% CREEPING RED FESCUE
24% ANNUAL RYE GRAIN
*BERMUDA SEED SHALL BE HULLED FOR WARM WEATHER
PLANTING. PURITY OF SEED SHALL BE A MIN. OF 98% AND
GERMINATION SHALL BE A MIN. OF 85%.
ALL DISTURBED AREA SHALL BE SEEDED WITHIN 15 DAYS OF THE COMPLETION OF
GRADING. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL
UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
NPDES STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT
STEEPER THAN 2:1 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
NOTE: INSTALL EROSION CONTROL MATTING N--N
AS SOON AS SWALE IS GRADED OUT, BEFORE
A RAIN EVENT.
1116
EROSION CONTROL MATTING _ I I -I j I-' ' '-` ' '- -T
-ALL ON -SITE SWALES ARE 3:1 SLOPE
DOTES: TYPICAL GRASS SWALE
. CONTRACTOR SHALL INSTALL THERMOPLASTIC
PAVEMENT MARKINGS IN ACCORDANCE WITH N.T.S.
NCDOT AND MUTCD SPECIFICATIONS UPON
ROADWAY COMPLETION.
2. ALL ROADS SHALL BE PUBLIC AND BUILT TO
NCDOT STANDARDS.
3. THERE SHALL BE NO ENCUMBRANCES WITHIN CIL
THE NCDOT R/W.
4. ONLY NCDOT APPROVED MATERIALS SHALL BE 60' ACCSS AND
USED WITHIN THE RIGHT-OF-WAY.
THIS DESIGN IS LIMITED TO LOOP CIL UTILITY E SEMENT
ROADS AND CUL-DE-SACS 0.2 I 3
MILE OR LESS IN LENGTH.
,� 50' ACC SS AND _ , I
' UTILITY SEMENT #
1 " SF9.5A
2'' - 1 /2"/ FT. // 2 y-- 1 /2„/ FT•
fi 3:1 4 /� 4 /�• 3.1
1 SF9.5A „
1/2"/ FT. 1/2"/ FT. 8 ABC 4'W SIDEWALK
3:1 4 /FT' 4 /FT' 3:1 MODIFIED 1 /4"/FT. MAX.
VALLEY CURB (COLLECTOR ROAD 60')
IED
NCDOT 8 ABC 4'W,�SIDEWALK VALLEYCURB
MODIFIED 1/4 /FT. MAX. TYPICAL STREET DETAIL
VALLEY CURB (SUBDIVISION ROADS 50) NCDOT
MODIFIED
TYPICAL STREET DETAIL VALLEY CURB
NOT TO SCALE
TRAFFIC BEARING FRAME, GRATE
& HOOD. NCDOT ROADWAY STANDARD
NO. 840.03 OR APPROVED EQUAL.
SECTION A - A ILMIRAF1160OX FILTER FABRIC
OR APPROVED EQUAL
NOTE FILTER FABRIC AND STONE SHALL BE TO€ ff END SECTION
ENERGY DISSIFIATUH
NTS
VALLEY CURB TRANSITION
NTS
loop
i
�A
� / 1
EXPANSION
JOINT
PAVEMENT WIDTH TO MEET NEW HANOVER COUNTY MIN. STANDARDS
CRANBERRY DRIVE CUL-DE-SAC
N.T.S.
NOT TO SCALE
5'R REQ.
STORMDRAIN PIPE
R1
WATER
WATER & SANITARY SEWER INTERSECTION
N.T.S.
20 LF DUCTILE IRON SEWER -
PIPE CENTERED UNDER STORM
DRAIN PIPE.
V MINIMUM SEPARATION.
IF LESS THAN 1'
SEPARATION, SEWER PIPE
MUST BE DUCTILE IRON.
SANITARY SEWER AND STORMDRAIN INTERSECTION
N.T.S.
PROPOSED STORMDRAIN PIPE
FINISHED GRADE
5' 0 5'
5' S' r�i 0
M M
3/4" STAINLESS STEEL
Z RODS (TYP.)
THRUST COLLAR 3" DIP 3" 45 DEGREE M.J.
1/4" STAINLESS STEEL BEND. (TYP.)
PLATE
3" 3"
PAVEMENT WIDTH TO MEET NEW HANOVER COUNTY MIN. STANDARDS
CUL-DE-SAC DETAIL
50' NOT TO SCALE
"-CONCRETE THRUST
BLOCK (TYP.)
TYPICAL STOMDRAIN PIPE CROSSING WATERMAIN
NTS
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH FIELD
CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT
OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS
AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
ASSOCIATED WITH BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED. THE TOP 8" OF SUBGRADE SHALL
BE COMPACTED TO AT LEAST 98% OF MAXIMUM DENSITY AT OPTIMUM
MOISTURE CONTENT. ANY AREA WHICH PUMPS OR RUTS EXCESSIVELY
SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY OR CLAYEY
SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC. FILL
MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN
LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH THE
UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH
LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN
AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12
INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS
TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE
WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL
IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED
REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL
OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH
A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. SEE
STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
NORRIS & WARD AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
APPLICABLE AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
CONFORM TO NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL
AND STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
17. SEE TERRACON GEOTECHNICAL REPORT DATED MAY 22, 2014 FOR
ADDITIONAL REQUIREMENTS.
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
CONDITION.
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT
OR "RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III,
FACTORY MIXED, QUICK DRYING, NON -BLEEDING.
21. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF
NEW WASTE AND WATER LINES.
22. SEE PLUMBING SHEETS FOR LOCATION AND INVERTS OF CONDENSATE
AND ROOF DRAINS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO
CONNECT THESE LINES TO THE UNDERGROUND DOWNSPOUT DRAIN AT THE
REQUIRED DEPTH TO DRAIN. ALL UNDERGROUND DOWNSPOUT DRAINS SHALL
HAVE A MINIMUM SLOPE OF 1 % AND BE SCH 40 PVC PIPE AS FOLLOWS:
USE 6" PIPE FOR UP TO 2 DOWNSPOUT CONNECTIONS, 8" PIPE FOR 3 TO
5 DOWNSPOUT CONNECTIONS AND 12" PIPE FOR 6 OR MORE
CONNECTIONS.
23. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL
BE A MINIMUM OF 6 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION
EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS.
EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT 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 CONSTRUCTION ENTRANCES THAT WILL
BE PERIODICALLY TOP -DRESSED WITH AN ADDITIONAL 2 INCHES 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 AND ROCK PIPE INLET
PROTECTION 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 HARDWARE 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 AND SOCKS
ONCE A WEEK AND AFTER EVERY RAIN EVENT. (IF APPLICABLE)
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE
SEDIMENT OR OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES
WILL ALSO BE REPAIRED. SWALES MUST BE TEMPORARILY STABILIZED WITHIN
21 CALENDAR DAYS OF CEASE OF ANY PHASE OF ACTIVITY ASSOCIATED WITH A
SWALE. (IF APPLICABLE)
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 STRENGTH FABRIC,
WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS
ARE DESIGNED 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 DAMAGED.
LAND QUALITY REQUIRES
6. 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
STABILIZED WITHIN 21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED
WITHIN 15 WORKING DAYS. : WATER QUALITY REQUIRES ALL SEEDED AREAS BE
FERTILIZED, RESEEDED AS NECESSARY AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. ALL PERIMETER DIKES, SWALES, HORIZONTAL TO DITCHES,
PERIMETER SLOPES, ALL SLOPES STEEPER THAN (3:1) VERTICAL AND ALL HIGH
QUALITY WATER (HQW) ZONES SHALL PROVIDE TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL BUT IN ANY EVENT
WITHIN SEVEN (7) CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
ALL OTHER DISTURBED AREAS SHALL PROVIDE TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICAL BUT IN ANY EVENT
WITHIN FOURTEEN (14) CALENDAR DAYS FROM THE LAST LAND -DISTURBING
ACTIVITY.
7. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE
PUMPS, TANKS, HOSES AND INJECT SYSTEMS WILL BE CHECKED FOR
PROBLEMS OR TURBID DISCHARGES DAILY.
8. BASIN OUTLET STRUCTURES AND SKIMMERS SHALL WITHDRAW WATER FROM
THE SURFACE.
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DES. JST
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DATE 8/22/ 13
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