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Rfi - 20220171-Cv Set
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
SEDIMENT RELEASE GUIDELINES COMMENCING UP-SLOPE EARTHWORKS.
N
WYANDRA STREET
c. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE
1. ALL RELEASES OF STORMWATER CAPTURED ONSITE, CONTROLLED, EXPOSED SURFACES TO BE EITHER
UNLESS OTHERWISE NOTED IN THIS STANDARD, MUST NOT MULCHED, COVERED WITH EROSION CONTROL
EXCEED THE FOLLOWING LIMITS: BLANKETS OR TURFED IF EARTHWORKS ARE EXPECTED
1.1. 50mg/L OF TOTAL SUSPENDED SOLIDS (TSS) AS A TO BE DELAYED FOR MORE THAN 14 DAYS.
MAXIMUM CONCENTRATION;
34.9
1 35.2
0 .31 .28 SEDIMENT FENCE
35 35 4 1.2. TURBIDITY (NTU) VALUE LESS THAN 10% ABOVE
35.1
BACKGROUND; 10. FOR SEDIMENT FENCE STANDARD DETAIL AND
PROVIDE 600MM WIDE GRASS FILTER SPECIFICATION REFER TO INTERNATIONAL EROSION
1.3. pH VALUE MUST BE IN THE RANGE 6.5 TO 8.5 EXCEPT
STRIP BEHIND KERB DOWNSTREAM OF CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST
WHERE, AND TO THE EXTENT THAT, THE NATURAL
DISTURBED EARTH IN VERGE PRACTICES STANDARD DRAWINGS SF-01 AND SF-02
RECEIVING WATERS LIE OUTSIDE THIS RANGE.
2. THE CONCENTRATION OF TSS RELEASED BY DEWATERING SEDIMENT FENCE.
PROVIDE CONSTRUCTION SHAKEDOWN
ENTRY AS PER NSC STD DWG ESC-01 MAY ONLY EXCEED 50mg/L WHERE IT CAN BE
TEMPORARY CONSTRUCTION ENTRY/EXIT
DEMONSTRATED AND SUPPORTED THROUGH
11. FOR CONSTRUCTION ENTRY / EXIT STANDARD DETAIL AND
34. .20 DOCUMENTATION THAT:
34.
34.
76 94 35.
14
35 Edge of Bitumen 35.
24
35.
09
2.1. FURTHER SIGNIFICANT RAINFALL IS FORECAST TO
SPECIFICATION REFER TO INTERNATIONAL EROSION
86 35.31 35 CONTROL ASSOCIATION AUSTRALASIA (IECA) BEST
35.25 20 OCCUR BEFORE THE TSS CONCENTRATION IS LIKELY
35
35.
05 Back of Kerb 35.
TO BE REDUCED TO 50mg/L;
PRACTICES STANDARD DRAWINGS EXIT-01 AND EXIT-02
TBM 5.3
35. 32
2 5.28 CONSTRUCTION EXIT - ROCK PAD (CONSTRUCTION SITES
RL.334
W3 W3
35
W W W W W W W W W W W W W 2.2. RELEASING A HIGHER CONCENTRATION OF TOTAL
ONLY), EXIT-03 - ROCK PADS FOR BUILDING SITES AND
(Sc2 AH
SUSPENDED SOLIDS WILL RESULT IN A BETTER
Telstra PTit 35.4
3
35.4
3 35.3
6
T PAL
EXIT-04 AND EXIT-05 CONSTRUCTION EXIT - VIBRATION GRID.
rew D
T T T T T T T T T T TW T T ENVIRONMENTAL OUTCOME BY PROVIDING STORAGE
M PAL ater PAL FOR THE CAPTURE AND TREATMENT OF RUN-OFF
in
35.2
5
M Met M KERB INLET
W
FROM THE IMMINENT RAINFALL AND RUN-OFF.
er
Ker
Water Meter 35.6
8
PALM PAL 12. FOR KERB INLET STANDARD DETAIL AND SPECIFICATION
.4 2
61°39'00" 35. M 2.3. ALL REASONABLE AND PRACTICABLE STEPS HAVE
b)
35 3 5.54 35.7
6 78 REFER TO INTERNATIONAL EROSION CONTROL
BEEN TAKEN TO TREAT THE WATER WITHIN
WAT 27.167 Rock 35 ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES
0.41 35
.17 Water .69 BEST-PRACTICE TIME FRAMES; STANDARD DRAWING ESC-03 KERB INLET SEDIMENT TRAPS
Feature
35.
2.4. FLOCCULENT HAS BEEN APPROPRIATELY APPLIED AND
010
35.
75
35.
35.
35.4
8 35.5
6 THE CONCENTRATION OF TSS IN THE CAPTURED REVEGETATION
77
66
67
7
35.2
RLP3ond Rock WATER HAS ALREADY SIGNIFICANTLY DECREASED.
Pump
35.66
35 .56 Edg 13. FOR REVEGETATION STANDARD SPECIFICATION REFER TO
35.3
2
5.83 e 3. FOR ALL OTHER STORMWATER RELEASES, FLOWS AND INTERNATIONAL EROSION CONTROL ASSOCIATION
35.54 DISCHARGES FROM THE SITE, THE RELEASE LIMIT AUSTRALASIA (IECA) BEST PRACTICES STANDARD DRAWING
35.
PROVIDE FABRIC WRAP INLET 35.5
8 PRESCRIBED IN (1a) ABOVE MUST NOT BE EXCEEDED
58
P R-01 REVEGETATION GENERAL.
PROTECTION TO PITS DURING
35.4
0 35.14 PAL Cop ool UNLESS THE DEVELOPMENT IS IN FULL COMPLIANCE WITH
CONSTRUCTION WORKS AS M RL3 ing THIS STANDARD. FIELD INLET
PER NSC STD DWG ESC-02 35.1
7
Paving 4 35.5
2 5.53 14. FOR FIELD INLET STANDARD DETAIL AND SPECIFICATION
35.6 7
35.4
5 35.5 REFER TO INTERNATIONAL EROSION CONTROL
35.
SEDIMENT CONTROL
PALM 26
Roof RL39.84 ASSOCIATION AUSTRALASIA (IECA) BEST PRACTICES
35
53
.
35
.52
35.5
18 1 STANDARD DRAWING ESC-02 GRATED STORMWATER (FIELD)
35 35.2 35.6
1
Rock
Edge
5 0
35.1 35.5 1. ALL SEDIMENT AND EROSION CONTROL MEASURES TO BE IN
1
INLET SEDIMENT TRAP.
PALM
35 35.48
Gutter RL37.73 ACCORDANCE WITH INTERNATIONAL EROSION CONTROL
35
.54
6
.47
TT PALM 35
.4
ASSOCIATION (IECA) AUSTRALIA GUIDELINES AND THE
TREE 0.31006
0 35.7
1 35.50 OPERATION AND MAINTENANCE
. 9
68 12
Pavi SPECIFICATIONS. 15. IN ACCORDANCE WITH NC ESC GUIDELINES, ALL ESC
PROVIDE SEDIMENT FENCE 35.2
5 35.
10 35 PA
. 5 1 ng 35.44 2. SEDIMENT AND EROSION CONTROL DETAILS SHOWN ARE MEASURES SHALL BE INSPECTED:
//
LM
35
TO DOWNSTREAM 3 MINIMUM REQUIREMENTS. IT IS THE CONTRACTORS
.14
35.4 · AT LEAST DAILY (WHEN WORK IS OCCURRING ON SITE)
RP1
6 2
35.5 .49 35.4
35
BOUNDARY AS PER NSC 6 35 RESPONSIBILITY TO INSTALL ADDITIONAL CONTROL
.37
5.17 35.2 35.4 OR WEEKLY (WHEN WORK IS NOT OCCURRING ON SITE)
//
3 35.43
4 6
Ridge RL41.79
397
STD DWG ESC-04 & ESC-05 35.3 MEASURES AS DEEMED NECESSARY THROUGHOUT
0
Gutter RL40.30 · WITHIN 24 HOURS OF EXPECTED RAIN; AND
35
35.0 35.1
4
.33
0 3 35.3 CONSTRUCTION.
35.1
76
· WITHIN 18 HOURS OF A RAINFALL EVENT (I.E. AN EVENT
35
35.
35.31
PAL
35.
.28
35.12 3. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN ALL
39
Paving M
31
OF SUFFICIENT INTENSITY AND DURATION TO MOBILISE
Deck Paving 35.26
SEDIMENT CONTROL DEVICES IN A FUNCTIONAL ORDER
RP1 43
331°39'00"
SEDIMENT ON SITE).
151°39'00"
7 5 4 AND REPLACE ALL BLOCKED SEDIMENT DEVICES AS
30.175
35.0 35.08 35.1 35.2 17. IN ACCORDANCE WITH NC ESC GUIDELINES, MAINTENANCE
30.175
REQUIRED UNTIL SUCCESSFUL OFF MAINTENANCE OF
//
Roof RL40.48
397 8 35.1 8 35.20 Stairs OF ESC MEASURES SHALL OCCUR IN ACCORDANCE WITH
35.1 8 35.1 WORKS.
44 Roof RL39.98 THE FOLLOWING TABLE:
Roof RL37.20
76
35.02
4 35.0
Stairs 4. CONSTRUCTION OF ALL SEDIMENT MANAGEMENT DEVICES
//
.98
35.0 3
34
TREE 0.30707 Floo Floo TO THE SATISFACTION OF THE SUPERINTENDENT. SHALL BE
RL3 r Lev PAL COMPLETED AND EFFECTIVE PRIOR TO: MAINTENANCE SCHEDULE
35.04 RL3 r Lev U 5.28 el M
Lev pper
TIMEFRAME FOR COMPLETION
5.19 el el R Flo 35.1
2 a. STRIPPING OF TOPSOIL AND GRASS. ESC MEASURES MAINTENANCE TRIGGER
OF MAINTENANCE
b. BULK EARTHWORKS TO THE SITE.
L38 or 9 SEDIMENT BASISIN WHEN SETTLED SEDIMENT EXCEEDS THE WITHIN 7 DAYS OF THE
34.9
35.11
FL35.03
Shed
VOLUME OF THE SEDIMENT STORAGE INSPECTION
.06 3 4.96 c. SERVICES INSTALLATION. ZONE (SEE COUNCIL'S SEDIMENT BASIN
//
35 .02 d. PAVEMENT CONSTRUCTION DESIGN GUIDELINES
35
5. ALL SEDIMENT MANAGEMENT MEASURES ARE TO REMAIN IN OTHER ESC MEASURES THE CAPACITY OF ESC MEASURES IS BY THE END OF THE DAY
Ridge RL41.48 35 2
//
EXCEEDED
34 34.9 PLACE UNTIL INSTRUCTION IS RECEIVED IN WRITING FROM REPORTING
35
.89
THE SUPERINTENDENT TO REMOVE ALL OR PART OF THE
.03
18. CONTRACTOR IS TO PROVIDE AN UPDATED PROGRAM OF
34 SILT CONTROL APPLICATIONS. ESC MAINTENANCE AND CONTROL OF ALL STAGES OF
Gas
.9
2 6. THE BULK EARTHWORKS AND SEDIMENT CONTROL LAYOUT WORK FOR APPROVAL BY THE SUPERINTENDENT.
34.6
9
Concrete Gutter RL40.50HW 35.08
Deck 35.20 34 .94 PLAN SHALL BE READ IN CONJUNCTION WITH THE
7
34.8 APPROVED DRAWINGS.
//
Store Gutter RL40.33 35.07 34. Stairs
97
Concrete 34.8
2
7. PRIOR TO COMMENCEMENT OF CONSTRUCTION APPROVAL
35.1 IS TO BE OBTAINED FROM THE SUPERINTENDENT FOR THE
34 34.9 35.17 7 SEDIMENT AND EROSION See the original
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