ADAMS+SPARKES Operational Works Application (Eenie Creek Rd) 160206

 

NOTES:

1.

GENERAL
A. TEMPORARY DRAINAGE CONTROL. FLOW SHOULD BE

DIVERTED AROUND THE WORK SITE WHERE POSSIBLE.

B. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS
TO BE INSTALLED AND BE OPERATIONAL BEFORE
COMMENCING UP-SLOPE EARTHWORKS.

C. ALL CONTROL MEASURES TO BE INSPECTED AT LEAST
WEEKLY AND AFTER SIGNIFICANT RUNOFF
PRODUCING STORMS.

D. CONTROL MEASURES MAY BE REMOVED WHEN
ON-SITE EROSION IS CONTROLLED AND 70%
PERMANENT SOIL COVERAGE |S OBTAINED OVER
ALL UPSTREAM DISTURBED LAND.

E. INAREAS WHERE RUNOFF TURBIDITY |S TO BE
CONTROLLED, EXPOSED SURFACES TO BE EITHER
MULCHED, COVERED WITH EROSION CONTROL
BLANKETS OR TURFED IF EARTHWORKS ARE
EXPECTED TO BE DELAYED FOR MORE THAN 14 DAYS.

F. STRAW BALE SEDIMENT TRAPS ARE A SECONDARY
OPTION WHICH GENERALLY SHOULD NOT BE USED IF
OTHER OPTIONS ARE AVAILABLE.

G. ALL SEDIMENT & EROSION CONTROL DEVICES ARE TO
BE INSTALLED IN ACCORDANCE WITH THE |.E.AUST
SOIL EROSION & SEDIMENT CONTROL MANUAL, AS
DETAILED ON THIS PLAN, OR AS REQUIRED FOR
COMPLIANCE WITH THE REQUIREMENTS OF THE
ENVIRONMENTAL MANAGEMENT PLAN.

SEDIMENT FENCE

A. NOT TO BE LOCATED IN AREAS OF CONCENTRATED
FLOW.

B. NORMALLY LOCATED ALONG THE CONTOUR WITH A
MAXIMUM CATCHMENT AREA 0.6 HA PER 100M LENGTH
OF FENCE.

C. WOVEN FABRICS ARE PREFERRED, NON-WOVEN
FABRICS MAY BE USED ON SMALL WORK SITES, LE.
OPERATIONAL PERIOD LESS THAN 6 MONTHS OR ON
SITES WHERE SIGNIFICANT SEDIMENT RUNOFF IS NOT
EXPECTED.

D. WHERE FENCES NEED TO BE LOCATED ACROSS THE
CONTOUR THE LAYOUT SHALL CONFORM TO 'TYPICAL
LAYOUT ACROSS GRADE’.

E. FENCES ARE REQUIRED 2M MIN FROM TOE OF CUT OR

 

 

SEDIMENT CONTROL - CONCENTRATED FLOW

PROVIDE 50mm AGGREGATE OR
GOBBLES 200 - 300mm DEEP AT ENTRY
FOR TRAFFICKING DURING EXCAVATION.

   
    
      
 
   
 
  
   
 

GRAVEL FILTER, REFER GRADING
B, TABLE 9 OF QT SPECIFICATION
MRS11.05, EXCLUDE MATERIAL

FINER THAN AS SIEVE 2.36mm

GEOTEXTILE FABRIC
UNDER. BIDUM A34
OR EQUIVALENT

RUNOFF FROM
PAD DIRECTED TO
SEDIMENT TRAP

TEMPORARY
CONSTRUCTION
ENTRY/EXIT

CENIMENT

STRAW BALES
STAKED TO GROUN

 
 
   
  
  
 
  
 
    
      

SMALL RIP-RAP OUTLET

3 TO HALF HEIGHT OF BALES,
/\\ BATTERS 12K
PLAN a
STRAW BALE AND STONE TRAP

 

 

 

 

 

CONCRETE MASONRY BLOCKS INLET WITH GRATE

(150 SERIES)

CONCRETE MASONRY BLOCKS
12mm WIRE NETTING (150 SERIES)

ALL SIDES
OVERFLOW
RUNOFF WATER \

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

WITH SEDIMENT [| [| [\
——s = utereo WATER
d AAA
SEDIMENT
FIELD INLET WITH GRATE

 

 

FIELD INLET SEDIMENT TRAP

PLACE AT EACH INLET PIT WHERE INFLOW IS ALLOWED DURING CONSTRUCTION.

  
 
  
  
    
 
  
 
 
 
 
   
 
 

 

FILL BATTERS, WHERE NOT PRACTICAL ONE FENCE SL62 MESH TYPICAL. SL62 MESH TYPICAL.
CAN BE AT THE TOE WITH A SECOND FENCE 1M MIN DISTURBED AREA CAP CUT ENDS AS REQ'D DISTURBED AREA CAP CUT ENDS AS REQ'D
AWAY. FENCE SHOULD NOT BE LOCATED PARALLEL
WITH TOE F CONCENTRATION OF FLOW WILL OCCUR 3000mm MAX POST 3000mm MAX POST
3, TEMP CONSTRUCTION ENTRYIEXIT SEDIMENT TRAP. SPACING WITH MESH ELECTED GEOTEXTILE SPACING WITH MESH SELECTED GEOTEXTILE
A. ADJACENT STORMWATER RUNOFF TO BE DIVERTED Ry 2000mm WITHOUT FILTER FABRIC Ry 2000mm WITHOUT FILTER FABRIC
AWAY FROM ENTRYIEXIT. Nor bY Nope iY
B. WHEEL - WASH OR SPRAY UNIT MAY BE REQUIRED A
DURING WET WEATHER FIE TO STAKE WITH
4, SAFETY ISSUES MUST BE CONSIDERED AT ALL TIMES, SHADE CLOTH FASTENER SHADE CLOTH FASTENER
INCORPORATE TRAFFIC CONTROL DEVICES TO THE 1 ORTIE TO PICKET 150 DEEP x 300 WIDE CRUSHED OR TIE TO PICKETS
SATISFACTION OF THE SUPERINTENDENT. | OR GRANULAR MATERIAL P
5. ALL DIMENSIONS IN MILLIMETRES UNLESS INDICATED GEOTEXTILE ANCHORAGE y
OTHERWISE. Ae fi a 50x50 HWD STAKES OR 0x50 HWD STAKES OR
Z\- STAR PICKETS 1200 STAR PICKETS 1200
oe LONG TYPICAL. DRIVE Ss LONG TYPICAL. DRIVE
600mm MIN INTO SOIL 600mm MIN INTO SOIL
200mm COMPACTED A ae
BACKFILL GEOTEXTILE B\ voce
ANCHOR TYPICAL aL UNDISTURBED AREA UNDISTURBED AREA

TYPICAL SEDIMENT FENCE ELEVATION

 

 

TYPICAL SEDIMENT FENCE ELEVATION

 

 

 

 

 

 

 

 

 

 

 

 

OPTION A EROSION & SEDIMENT CONTROL DETAILS OPTION B
NOT TO SCALE ‘
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is F: (07) 5479 1754 ge 6 FENIE GREEK ROAD SITE DIMENSIONS & LEVELS WITH THE SUPPORTING | JOHN TiTmus  }SCALE: SHOWN
- ae jtcengineers.com.au 288 NOOSAVILLE, QLD DOCUMENTATION PRIOR TO THE COMMENCEMENT J RFE £002 DATE: 17/4012016
= 5 S [email protected] SES ‘A__ [17/10/2016 | OP WORKS APPROVAL OF ANY CONSTRUCTION. CONTRACTOR TO NOTIFY DRAWN: TS
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