Council archive · source document
RFI - Engineering Plans · MCU22/0197
Plans and drawings: the text below has words only, no drawings.
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
N
SEDIMENT RELEASE GUIDELINES a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD BE
DIVERTED AROUND THE WORK SITE WHERE POSSIBLE.
1. ALL RELEASES OF STORMWATER CAPTURED ONSITE, UNLESS b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE
OTHERWISE NOTED IN THIS STANDARD, MUST NOT EXCEED THE INSTALLED AND BE OPERATIONAL BEFORE COMMENCING
FOLLOWING LIMITS: UP-SLOPE EARTHWORKS.
· 50mg/L OF TOTAL SUSPENDED SOLIDS (TSS) AS A MAXIMUM c. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED,
S
CONCENTRATION; EXPOSED SURFACES TO BE EITHER MULCHED, COVERED
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CP 671 · TURBIDITY (NTU) VALUE LESS THAN 10% ABOVE BACKGROUND; WITH EROSION CONTROL BLANKETS OR TURFED IF
SP111801 RP225123 · pH VALUE MUST BE IN THE RANGE 6.5 TO 8.5 EXCEPT WHERE, EARTHWORKS ARE EXPECTED TO BE DELAYED FOR MORE
AND TO THE EXTENT THAT, THE NATURAL RECEIVING WATERS THAN 14 DAYS.
LIE OUTSIDE THIS RANGE.
2. THE CONCENTRATION OF TSS RELEASED BY DEWATERING MAY SEDIMENT FENCE
SW
ONLY EXCEED 50mg/L WHERE IT CAN BE DEMONSTRATED AND 10. FOR SEDIMENT FENCE STANDARD DETAIL AND SPECIFICATION
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SUPPORTED THROUGH DOCUMENTATION THAT: REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION
· FURTHER SIGNIFICANT RAINFALL IS FORECAST TO OCCUR AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWINGS
S
BEFORE THE TSS CONCENTRATION IS LIKELY TO BE REDUCED SF-01 AND SF-02 SEDIMENT FENCE.
PROVIDE SEDIMENT FENCE TO TO 50m TEMPORARY CONSTRUCTION ENTRY/EXIT
3
DOWNSTREAM BOUNDARY AS PER .09 · g/L; 11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL AND
.2
SW
37
37
NSC STD DWG ESC-04 & ESC-05 · RELEASING A HIGHER CONCENTRATION OF TOTAL SUSPENDED SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL
SOLIDS WILL RESULT IN A BETTER ENVIRONMENTAL OUTCOME ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD
|S|
|S| |S|
2
BY PROVIDING STORAGE FOR THE CAPTURE AND TREATMENT OF DRAWINGS EXIT-01 AND EXIT-02 CONSTRUCTION EXIT - ROCK
37.5
|S|
39.4
39.6
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39.8
W
2
|S| RUN-OFF FROM THE IMMINENT RAINFALL AND RUN-OFF. PAD (CONSTRUCTION SITES ONLY), EXIT-03 - ROCK PADS FOR
37.6
|S| |S| 37
|S| .5 · ALL REASONABLE AND PRACTICABLE STEPS HAVE BEEN TAKEN BUILDING SITES AND EXIT-04 AND EXIT-05 CONSTRUCTION EXIT -
|S|
S
SW
|S| TO TREAT THE WATER WITHIN BEST-PRACTICE TIME FRAMES; VIBRATION GRID.
|S| |S| |S| · FLOCCULENT HAS BEEN APPROPRIATELY APPLIED AND THE KERB INLET
|S|
|S| CONCENTRATION OF TSS IN THE CAPTURED WATER HAS 12. FOR KERB INLET STANDARD DETAIL AND SPECIFICATION REFER
UP
ALREADY SIGNIFICANTLY DECREASED. TO INTERNATIONAL EROSION CONTROL ASSOCIATION
|S|
37.92 3. FOR ALL OTHER STORMWATER RELEASES, FLOWS AND AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWING
37
ESC-03 KERB INLET SEDIMENT TRAPS
.93
DISCHARGES FROM THE SITE, THE RELEASE LIMIT PRESCRIBED
38.6
SW
4W
37.83 IN (1A) ABOVE MUST NOT BE EXCEEDED UNLESS THE REVEGETATION
SWIMMING
.2
FFL 40.45 DEVELOPMENT IS IN FULL COMPLIANCE WITH THIS STANDARD. 13. FOR REVEGETATION STANDARD SPECIFICATION REFER TO
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38
POOL INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA
38.8
FFL 40.43 SEDIMENT CONTROL (IECA) BEST PRACTICES STANDARD DRAWING R-01
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1. ALL SEDIMENT AND EROSION CONTROL MEASURES TO BE IN REVEGETATION GENERAL.
SW
ACCORDANCE WITH INTERNATIONAL EROSION CONTROL FIELD INLET
39.0
FFL 40.43 ASSOCIATION (IECA) AUSTRALIA GUIDELINES AND THE 14. FOR FIELD INLET STANDARD DETAIL AND SPECIFICATION REFER
S
|S|
SPECIFICATIONS. TO INTERNATIONAL EROSION CONTROL ASSOCIATION
39
UP
W
2. SEDIMENT AND EROSION CONTROL DETAILS SHOWN ARE AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWING
.2
|S|
MINIMUM REQUIREMENTS. IT IS THE CONTRACTORS ESC-02 GRATED STORMWATER (FIELD) INLET SEDIMENT TRAP.
39.
73
UNIT 2 38. .6
8
RESPONSIBILITY TO INSTALL ADDITIONAL CONTROL MEASURES OPERATION AND MAINTENANCE
4
38
SW
40.0
FFL 40.50 AS DEEMED NECESSARY THROUGHOUT CONSTRUCTION. 15. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC MEASURES
38.53
3. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL SEDIMENT SHALL BE INSPECTED: · AT LEAST DAILY (WHEN WORK IS
|S|
39.6
CONTROL DEVICES IN A FUNCTIONAL ORDER AND REPLACE ALL OCCURRING ON SITE) OR WEEKLY (WHEN WORK IS NOT
BLOCKED SEDIMENT DEVICES AS REQUIRED UNTIL SUCCESSFUL OCCURRING ON SITE) · WITHIN 24 HOURS OF EXPECTED RAIN;
|S|
40.2
OFF MAINTENANCE OF WORKS. AND · WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN EVENT OF
S
GARAGE
W
SW
4. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES TO SUFFICIENT INTENSITY AND DURATION TO MOBILISE SEDIMENT
FFL 40.50 THE SATISFACTION OF THE SUPERINTENDENT. SHALL BE ON SITE).
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COMPLETED AND EFFECTIVE PRIOR TO: 16. IN ACCORDANCE WITH NC ESC GUIDELINES, MAINTENANCE OF
40.4
a. STRIPPING OF TOPSOIL AND GRASS. ESC MEASURES SHALL OCCUR IN ACCORDANCE WITH THE
b. BULK EARTHWORKS TO THE SITE. FOLLOWING TABLE:
39
CP c. SERVICES INSTALLATION.
.4
39
SW
SP111802
.3
d. PAVEMENT CONSTRUCTION
39
0
39.20 MAINTENANCE SCHEDULE
31
.6
5. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN
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39
39.
W
S
PLACE UNTIL INSTRUCTION IS RECEIVED IN WRITING FROM THE
.8
TIMEFRAME FOR
40
SUPERINTENDENT TO REMOVE ALL OR PART OF THE SILT MAINTENANCE
CRAZY ESC MEASURES COMPLETION OF
.0
CONTROL APPLICATIONS. TRIGGER
PAVED AREA MAINTENANCE
40
SW
6. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT PLAN
.2
SHALL BE READ IN CONJUNCTION WITH THE APPROVED WHEN SETTLED
SOUTHERN CROSS PARADE
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DRAWINGS. SEDIMENT EXCEEDS
39.
SEDIMENT BASIN WITHIN 7 DAYS OF
UNIT 1 UP 7. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL IS TO
39.9
81
GARAGE THE VOLUME OF THE
PROVIDE CONSTRUCTION 39.70 (WHERE UTILISED) THE INSPECTION
BE OBTAINED FROM THE SUPERINTENDENT FOR THE LOCATION SEDIMENT STORAGE
9
FFL 41.50 FFL 40.50
W
SHAKEDOWN ENTRY AS OF THE SITE ACCESS POINT AND WASH DOWN AREA WHICH ARE ZONE
S
SW
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PER NSC STD DWG ESC-01 TO BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD.
UP
8. IF SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN 1/3 OF THE CAPACITY
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40
OTHER ESC BY THE END OF THE
FOUND TO BE DIFFERENT OR FAILED IN SERVICE, CORRECTIVE OF ESC MEASURES IS
BINS
MEASURES DAY
ACTION IS TO BE UNDERTAKEN IMMEDIATELY WHICH MAY EXCEEDED
.41
INCLUDE AMENDMENTS' ADDITIONS TO THE ORIGINAL APPROVED
40
FFL 41.48
SW
EROSION CONTROL PLANS. SUCH AMENDMENTS ARE TO BE
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Edge of Bitumen
LAWN APPROVED BY SUPERINTENDENT, IF DEEMED NECESSARY AND REPORTING
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17. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM OF ESC
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FFL 40.43 RELEVANT.
MAINTENANCE AND CONTROL OF ALL STAGES OF WORK FOR
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9. OVERALL
APPROVAL BY THE SUPERINTENDENT.
SW
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SWIMING POOL
FFL 40.25
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FFL 41.45 40.8
6
40.
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88
40.74
SW
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LEGEND:
ADJACENT BOUNDARY EXISTING WATER FIRE HYDRANT
PROPOSED BOUNDARY
SW
EXISTING WATER METER
W
41.40
40.5 EXISTING CONTOUR MAJOR
EXISTING SEWER CHAMBER
EXISTING CONTOUR MINOR
S
EXISTING TREE
.51
SW
1 EXISTING FENCE
41
2
SP194330 SP194330 41.53 EXISTING BUILDING 40.5 PROPOSED CONTOUR MAJOR
.63
W
41
EXISTING KERB AND CHANNEL PROPOSED CONTOUR MINOR
SW
E E EXISTING ELECTRICITY PROPOSED RETAINING WALL
S
SW SW EXISTING STORMWATER
PROPOSED STORMWATER PIT
W W EXSTING WATER
|S| |S| PROPOSED SEDIMENT FENCE
S S EXISTING SEWER
PROPOSED FILTER ROLL
ELECTRICITY SERVICE
SEDIMENT AND EROSION CONTROL: PROPOSED FILTER ROLL
CONTRACTOR TO ALLOW FOR PROVISION OF ALL REQUIRED EXISTING STORMWATER MANHOLE
SEDIMENT AND EROSION CONTROL DEVICES IN ACCORDANCE
WITH IECA AND COUNCIL POLICIES AND GUIDELINES
1 0 1 2 3 4 5
SCALE (metres)
1 : 100 (FULL SIZE)
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
TITLE: STATUS:
IZAROX QLD PTY LTD 73 SOUTHERN CROSS PARADE
EROSION AND SEDIMENT FOR APPROVAL - NOT FOR
SUNRISE BEACH QLD 4567 CONSTRUCTION
© ABN 89 647 469 707
B 23/02/23 INFORMATION RESPONSE QT JB JB
NATHAN WAGSTAFF CONTROL LAYOUT PLAN
37 MARY ST RPEQ: 26443
A 25/10/22 FOR APPROVAL QT JB JB SCALE:
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
REV DATE DESCRIPTION DWN CHK APP
+61 7 5211 1003
1:100 DATE: 23/02/23 SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
030 20220237 A1 B
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