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Civil Engineering Plans
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Plans and drawings
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C56014
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PROVIDE AND MAINTAIN
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SEDIMENT FENCE TO
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DOWNSTREAM BOUNDARIES
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AS PER DETAIL ON DRG. C11 SHAKEDOWN AREA
PROVIDE RETURNS AT MAX.
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EA ID: 2557785
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PROVIDE AND MAINTAIN SEDIMENT AND EROSION CONTROL RPEQ: 26443
TEMPORARY CONSTRUCTION CONTRACTOR TO ALLOW FOR PROVISION OF ALL
E ENTRY/EXIST AS PER DETAIL REQUIRED SEDIMENT AND EROSION CONTROL
ON DRG. C11 DEVICES IN ACCORDANCE WITH THE 'BLUE BOOK' DO NOT SCALE, IF IN DOUBT ASK!
ST
AND RELEVANT NOOSA SHIRE COUNCIL POLICIES
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34 AND GUIDELINES.
C56014
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SEDIMENT RELEASE GUIDELINES SEDIMENT CONTROL
T E
UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDEEAMENDMENTS' ·AT LEAST DAILY (WHEN WORK IS OCCURRING ON SITE) OR
NOTE:
1
Rev Date
02/03/22 ISSUE FOR OP WORKS
Description
JAC BRP
By Chk
ADDITIONS TO THE ORIGINAL APPROVED EROSION CONTROL PLANS. WEEKLY (WHEN WORK IS NOT OCCURRING ON SITE)
1. ALL RELEASES OF STORMWATER CAPTURED ONSITE, UNLESS 1. ALL SEDIMENT AND EROSION CONTROL MEASURES TO BE IN SUCH AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT,
E IF · WITHIN 24 HOURS OF EXPECTED RAIN; AND IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND LOCATE ALL
DEEMED NECESSARY AND RELEVANT. · WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN EVENT OF SERVICES ON SITE AND WITHIN THE WORKS AREA FOOTPRINT. WHERE ANY
OTHERWISE NOTED IN THIS STANDARD, MUST NOT EXCEED THE ACCORDANCE WITH INTERNATIONAL EROSION CONTROL
DISCREPANCIES OCCUR BETWEEN THE INDICATED POSITIONS AND LEVELS
FOLLOWING LIMITS: ASSOCIATION (IECA) AUSTRALIA GUIDELINES AND THE SUFFICIENT INTENSITY AND DURATION TO MOBILISE SEDIMENT ON
E AND THE LOCATED SERVICES, RECOR IS TO BE NOTIFIED AS SOON AS
1.1. 50mg/L OF TOTAL SUSPENDED SOLIDS (TSS) AS A MAXIMUM SPECIFICATIONS. 9. OVERALL SITE). POSSIBLE.
CONCENTRATION; 2. SEDIMENT AND EROSION CONTROL DETAILS SHOWN ARE MINIMUM a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD BE DIVERTED 17. IN ACCORDANCE WITH NC ESC GUIDELINES, MAINTENANCE OF ESC
E
1.2. TURBIDITY (NTU) VALUE LESS THAN 10% ABOVE BACKGROUND; REQUIREMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO AROUND THE WORK SITE WHERE POSSIBLE. MEASURES SHALL OCCUR IN ACCORDANCE WITH THE FOLLOWING
1.3. pH VALUE MUST BE IN THE RANGE 6.5 TO 8.5 EXCEPT WHERE, INSTALL ADDITIONAL CONTROL MEASURES AS DEEMED NECESSARY b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE TABLE: [email protected]
AND TO THE EXTENT THAT, THE NATURAL RECEIVING WATERS THROUGHOUT CONSTRUCTION. INSTALLED AND BE OPERATIONAL BEFORE COMMENCING
UP-SLOPE EARTHWORKS. REPORTING 37 MARY ST NOOSAVILLE, QLD
LIE OUTSIDE THIS RANGE. 3. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL SEDIMENT
2. THE CONCENTRATION OF TSS RELEASED BY DEWATERING MAY ONLY CONTROL DEVICES IN A FUNCTIONAL ORDER AND REPLACE ALL c. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, 18. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM OF ESC 07 5211 1003
EXCEED 50mg/L WHERE IT CAN BE DEMONSTRATED AND SUPPORTED BLOCKED SEDIMENT DEVICES AS REQUIRED UNTIL SUCCESSFUL OFF EXPOSED SURFACES TO BE EITHER MULCHED, COVERED WITH MAINTENANCE AND CONTROL OF ALL STAGES OF WORK FOR Client
THROUGH DOCUMENTATION THAT: MAINTENANCE OF WORKS. EROSION CONTROL BLANKETS OR TURFED IF EARTHWORKS ARE APPROVAL BY THE SUPERINTENDENT. K. & J. HALSALL
2.1. FURTHER SIGNIFICANT RAINFALL IS FORECAST TO OCCUR 4. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES TO THE EXPECTED TO BE DELAYED FOR MORE THAN 14 DAYS. Project Name
BEFORE THE TSS CONCENTRATION IS LIKELY TO BE REDUCED SATISFACTION OF THE SUPERINTENDENT. SHALL BE COMPLETED AND MAINTENANCE SCHEDULE 6 CEDAR STREET
TO 50mg/L; EFFECTIVE PRIOR TO: SEDIMENT FENCE TIMEFRAME FOR COMPLETION COOROY
ESC MEASURES MAINTENANCE TRIGGER
2.2. RELEASING A HIGHER CONCENTRATION OF TOTAL SUSPENDED a. STRIPPING OF TOPSOIL AND GRASS. 10. FOR SEDIMENT FENCE STANDARD DETAIL AND SPECIFICATIONS OF MAINTENANCE
SOLIDS WILL RESULT IN A BETTER ENVIRONMENTAL OUTCOME b. BULK EARTHWORKS TO THE SITE. REFER DRG. C11. PROPOSED SUBDIVISION
WHEN SETTLED SEDIMENT EXCEEDS THE
BY PROVIDING STORAGE FOR THE CAPTURE AND TREATMENT c. SERVICES INSTALLATION. SEDIMENT BASISIN
VOLUME OF THE SEDIMENT STORAGE WITHIN 7 DAYS OF THE
Title
ZONE (SEE COUNCIL'S SEDIMENT BASIN INSPECTION
OF RUN-OFF FROM THE IMMINENT RAINFALL AND RUN-OFF. d. PAVEMENT CONSTRUCTION TEMPORARY CONSTRUCTION ENTRY/EXIT DESIGN GUIDELINES EROSION AND SEDIMENT
2.3. ALL REASONABLE AND PRACTICABLE STEPS HAVE BEEN TAKEN 5. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN PLACE 11. FOR TEMPORARY CONSTRUCTION ENTRY/EXIT STANDARD DETAIL
TO TREAT THE WATER WITHIN BEST-PRACTICE TIME FRAMES; UNTIL INSTRUCTION IS RECEIVED IN WRITING FROM THE THE CAPACITY OF ESC MEASURES FALLS CONTROL PLAN
AND SPECIFICATIONS REFER DRG. C11. OTHER ESC MEASURES
BELOW
BY THE END OF THE DAY
2.4. FLOCCULENT HAS BEEN APPROPRIATELY APPLIED AND THE SUPERINTENDENT TO REMOVE ALL OR PART OF THE SILT CONTROL
CONCENTRATION OF TSS IN THE CAPTURED WATER HAS APPLICATIONS. REVEGETATION
ALREADY SIGNIFICANTLY DECREASED. 6. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT PLAN 12. FOR REVEGETATION STANDARD SPECIFICATION REFER TO
3. FOR ALL OTHER STORMWATER RELEASES, FLOWS AND DISCHARGES SHALL BE READ IN CONJUNCTION WITH THE APPROVED DRAWINGS. INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA Project No. Discipline Status
FROM THE SITE, THE RELEASE LIMIT PRESCRIBED IN (1a) ABOVE MUST 7. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL IS TO BE (IECA) BEST PRACTICES STANDARD DRAWING R-01 REVEGETATION 20210226 CIVIL OP WORKS
NOT BE EXCEEDED UNLESS THE DEVELOPMENT IS IN FULL OBTAINED FROM THE SUPERINTENDENT FOR THE LOCATION OF THE GENERAL. Designed By Drawn By Scale
(at
COMPLIANCE WITH THIS STANDARD. SITE ACCESS POINT AND WASH DOWN AREA WHICH ARE TO BE BRP JAC AS INDICATED A3)
MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. OPERATION AND MAINTENANCE Drawing No. Revision
8. IF SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN FOUND TO 13. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC MEASURES
BE DIFFERENT OR FAILED IN SERVICE, CORRECTIVE ACTION IS TO BE C10 1
SHALL BE INSPECTED:
FULL SIZE ON ORIGINAL 0 10 20 30 40 50 60 70 80 90 100 mm
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