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RFI - RECOR Preliminary Stormwater Management Report - 20220078
Original PDF page 17, section 1. The text section number identifies this passage in the reader.
SEDIMENT CONTROL
1. ALL SEDIMENT AND EROSION CONTROL MEASURES TO BE IN ACCORDANCE WITH INTERNATIONAL EROSION
CONTROL ASSOCIATION (IECA) AUSTRALIA GUIDELINES AND THE SPECIFICATIONS.
N 1. SEDIMENT AND EROSION CONTROL DETAILS SHOWN ARE MINIMUM REQUIREMENTS. IT IS THE CONTRACTORS
RESPONSIBILITY TO INSTALL ADDITIONAL CONTROL MEASURES AS DEEMED NECESSARY THROUGHOUT
CONSTRUCTION.
2. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL SEDIMENT CONTROL DEVICES IN A FUNCTIONAL ORDER AND
REPLACE ALL BLOCKED SEDIMENT DEVICES AS REQUIRED UNTIL SUCCESSFUL OFF MAINTENANCE OF WORKS.
3. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES TO THE SATISFACTION OF THE SUPERINTENDENT.
SHALL BE COMPLETED AND EFFECTIVE PRIOR TO:
a. STRIPPING OF TOPSOIL AND GRASS.
b. BULK EARTHWORKS TO THE SITE.
rant
24.70 24.79 c. SERVICES INSTALLATION.
d. PAVEMENT CONSTRUCTION
Hyd
5. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN PLACE UNTIL INSTRUCTION IS RECEIVED IN WRITING
FROM THE SUPERINTENDENT TO REMOVE ALL OR PART OF THE SILT CONTROL APPLICATIONS.
Fire
24.68 6. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT PLAN SHALL BE READ IN CONJUNCTION WITH THE
Sewer Manhole APPROVED DRAWINGS.
25.46
25
25.41 .46
41 7. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL IS TO BE OBTAINED FROM THE SUPERINTENDENT FOR
+24.41
102°02
+25.15
THE LOCATION OF THE SITE ACCESS POINT AND WASH DOWN AREA WHICH ARE TO BE MAINTAINED THROUGHOUT
25
.7 7
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'00" RP139776 THE CONSTRUCTION PERIOD.
20.115
+25.12
24.7 2266.3
.355 8. IF SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN FOUND TO BE DIFFERENT OR FAILED IN SERVICE,
3 TREE 0.1
50805 CORRECTIVE ACTION IS TO BE UNDERTAKEN IMMEDIATELY WHICH MAY INCLUDE AMENDMENTS' ADDITIONS TO THE
5
.2
.55
24
25
2266.8
.833 ORIGINAL APPROVED EROSION CONTROL PLANS. SUCH AMENDMENTS ARE TO BE APPROVED BY SUPERINTENDENT,
Sewer
3 25
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TREE 0.151004
+25.55
24.00 27.0
Line In
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24.10 2 IF DEEMED NECESSARY AND RELEVANT.
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9. OVERALL
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27.
26
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Telstra ck of
.8
a. TEMPORARY DRAINAGE CONTROL FLOWS SHOULD BE DIVERTED AROUND THE WORK SITE WHERE POSSIBLE.
of B i
3
24
.4
26
24.17
b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND BE OPERATIONAL BEFORE
0
2
2
41
.7
.9
24. 4
2266. .41
26
25
COMMENCING UP-SLOPE EARTHWORKS.
a
26.41
B Deck
Edge
c. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE CONTROLLED, EXPOSED SURFACES TO BE EITHER MULCHED,
4
.6
COVERED WITH EROSION CONTROL BLANKETS OR TURFED IF EARTHWORKS ARE EXPECTED TO BE DELAYED
26
25 26.
.84 45
PROVIDE STABILISED Pit FOR MORE THAN 14 DAYS.
+26.00
6
+25.65
.4
+25.55
23.57
25
CONSTRUCTION ENTRY/EXIT
4
2|4S|
SEDIMENT FENCE
.5
23.
67
0" 10. FOR SEDIMENT FENCE STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL STANDARD
+25.55
26 DRAWING ESC-04 AND ESC-05, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION
26.150 .50
12°02'0
AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWINGS SF-01 AND SF-02 SEDIMENT FENCE.
0
.5
9
26
.4
27.49
27.
|S|
27
Deck Stairs
TEMPORARY CONSTRUCTION ENTRY/EXIT
46
+26.00
11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL AND SPECIFICATION REFER TO NOOSA SHIRE COUNCIL
Ramp+25.90
23.
23.22
69
0 7 13 STANDARD DRAWING ESC-01, OR ALTERNATIVELY INTERNATIONAL EROSION CONTROL ASSOCIATION AUSTRALASIA
23.3
0
0.5 (IECA) BEST PRACTICES STANDARD DRAWINGS EXIT-01 AND EXIT-02 CONSTRUCTION EXIT - ROCK PAD
23
NC
|S|
POI
23.27
.98
5
(CONSTRUCTION SITES ONLY), EXIT-03 - ROCK PADS FOR BUILDING SITES AND EXIT-04 AND EXIT-05 CONSTRUCTION
.0
2
25
23.
.9
73 EXIT - VIBRATION GRID.
23
+25.65
41
23.
23
FILTER SOCK SEDIMENT TRAP
8
9
.5
.65
.7
24
23
6
|S|
.1
26.1
12. FOR FILTER SOCK SEDIMENT TRAP STANDARD DETAIL AND SPECIFICATION REFER TO INTERNATIONAL EROSION
26
Floor Level
9
74 CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWING ESC-03 KERB INLET SEDIMENT
.0
8
23.
2
+24.75
27
00
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27.12
TRAPS.
27
RL26.19
+24.95
23.
+25.55
24
23.00
.35
|S|
REVEGETATION
'00"
3 6
24. 13. FOR REVEGETATION STANDARD SPECIFICATION REFER TO INTERNATIONAL EROSION CONTROL ASSOCIATION
1
PROVIDE FILTER SOCK
.34
.1
30.175
25
AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWING R-01 REVEGETATION GENERAL.
23
SEDIMENT TRAP TO
192°02
25.25
.63
22.68
Deck
24
DOWNSTREAM SAG INLET
|S|
Co
OPERATION AND MAINTENANCE
.06 137
nc
25
14. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC MEASURES SHALL BE INSPECTED:
ret
59
23. 25.
19
RP160425
e
26 +25.55
· AT LEAST DAILY (WHEN WORK IS OCCURRING ON SITE) OR WEEKLY (WHEN WORK IS NOT OCCURRING ON SITE)
+26.00
23.8
23.94
Dr
.23
6
· WITHIN 24 HOURS OF EXPECTED RAIN; AND
.9
TBM (Screw in Kerb)
+25.55
.57
ive
25
7
|S|
22 3 · WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN EVENT OF SUFFICIENT INTENSITY AND DURATION TO MOBILISE
+25.65
RL22.58 AHD 26.5
wa
22.59
+26.00
SEDIMENT ON SITE).
25
5
y
26.85
.3
23.7
Stairs
23
Gully Pit 5 16. IN ACCORDANCE WITH NC ESC GUIDELINES, MAINTENANCE OF ESC MEASURES SHALL OCCUR IN ACCORDANCE
5
5
.2
24.
8
.2
1
22.36
Garage Level WITH THE FOLLOWING TABLE:
24
22.49
1
.35
.3
4
|S|
22
25
RL25.33
.6
26.64
24
0
+25.15
26
MAINTENANCE SCHEDULE
.47
26.
.93
.4
25
+25.25
37
54
TIMEFRAME FOR COMPLETION
+25.22
22.25 22.36 ESC MEASURES MAINTENANCE TRIGGER
OF MAINTENANCE
23
6
25
.6
.7
07
22
SEDIMENT BASIN WHEN SETTLED SEDIMENT EXCEEDS THE WITHIN 7 DAYS OF THE
.15
25.
5
3|S2| 5.69
25
4
(WHERE UTILISED) VOLUME OF THE SEDIMENT STORAGE INSPECTION
.0
24.80
23
ZONE (SEE COUNCIL'S SEDIMENT BASIN
7°0 |S0
DESIGN GUIDELINES
2244..94
+25.64
94 PROVIDE SEDIMENT FENCE TO
3
2'0 |
.1
OTHER ESC MEASURES THE REMAINING CAPACITY OF ESC BY THE END OF THE DAY
22.21
DOWNSTREAM BOUNDARY
25
MEASURES IS BELOW 50%
3
25.92
22.10
7
.2
22.97
.1
26.17
0"
25
26
23 REPORTING
.65
17. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM OF ESC MAINTENANCE AND CONTROL OF ALL STAGES OF
5
.6 4.7
WORK FOR APPROVAL BY THE SUPERINTENDENT.
2
8
|S|
.4
9
22.12
22
23.72 24.69
24
|S|
22.0
0 22.08 23 See the original
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