Civil Plans 250407_250119-OPW-C-A-Signed · OPW25/0059

 

EXISTING LEGEND

— SUBJECT PROPERTY BOUNDARY
MAJOR CONTOUR 1.00m INTERVALS.
MINOR CONTOUR 0.20m INTERVALS
SEWER MAIN DN150
WATER MAIN DN100
U/G TELECOMMS
O/H ELECTRICITY
STORMWATER
FENCE
SURFACE LEVEL

PROPOSED LEGEND

[J AREA OF CLEARING/TOPSOIL REMOVAL
Oo INLET PROTECTION

—— = _ FLOWDIRECTION
———= SF === SEDIMENT FENCE

 

NOTE:
ALL DISTURBED AREAS IN THE VERGE TO BE TOP SOILED
AND TURFED ON COMPLETION.

 

 

 

EARTH DISTURBANCE NOTES:

1. DRAINAGE CONTROL MEASURES MUST BE IMPLEMENT AND MAINTAINED TO
MINIMISE WATER FLOW INTO AREAS OF EXPOSED EARTH

2. SEDIMENT AND EROSION CONTROL MEASURES MUST BE IMPLEMENTED
AND MAINTAIN TO PREVENT SOIL LOSS FROM EARTH DISTURBANCE AREAS
AND PREVENT DEPOSITION BEYOND EARTH DISTURBANCES AREAS.

3 NO RELEASE OF CONTAINMENTS TO LAND BEYOND ON-SITE AREA OF EARTH
DISTURBANCE OTHER THAN RELEASES THAT ACHIEVE WATER POLLUTANT
CONCENTRATION RELEASE LIMITS OF:

a) 50mg/L TSS (Total Suspended Solids);

b) TURBIDITY UNITS (NTU) VALUE LESS THAN 10% ABOVE BACKGROUND, 75
NTU, OR AS AGREED IN WRITING BY AN OFFICER FROM COUNCIL EROSION
AND SEDIMENT CONTROL (ESC), TEAM IN COMPLIANCE OR REGULATORY
SERVICES;

c) PH BETWEEN 6.5 AND 85 AT ALL TIMES.

4. MAINTAIN A WRITTEN RECORD TO DEMONSTRATE THAT WATER
DISCHARGES FROM THE SITE, INCLUDING ANY DEWATERING OPERATIONS,
MEET THE RELEASE LIMITS AS DETAILED IN (c) FOR WATER DISCHARGES
FROM SITE THAT OCCUR DURING OR IMMEDIATELY AFTER A RAINFALL
EVENT, AND DURING NORMAL BUSINESS HOURS. THE WATER QUALITY OF
THE DISCHARGE FLOWS MUST BE MEASURED AT EACH DISCHARGE POINT
FROM THE SITE, INCLUDING BUT NOT LIMITED TO SEDIMENT BASIN
OUTLETS, OTHER APPLICABLE SEDIMENT CONTROL DEVICES, THE SITE
WATER DRAINAGE SYSTEM, AND RECORDED AGAINST THE RELEASE LIMITS
AT LEAST ONCE EACH CALENDAR DAY UNTIL SUCH DISCHARGES STOPS.

  
     
 

TEMPORARY CONSTRUCTION
ENTRY/EXIT SEDIMENT TRAP
REFER TO STD DRG IPWEA DS-140 —_

a
> \> TEMPORARY CONSTRUCTION FENCING TO

we BE INSTALLED WITH LOCKABLE GATE TO.
">~~.__ BOUNDARY AS REQUIRED TO SECURE SITE

aK

 

DEMONSTRATING AN APPROACH TO EROSION & SEDIMENTATION CONTROL
FOR THE SITE. IT IS THE CONTRACTORS RESPONSIBILITY TO PROVIDE AN
EROSION & SEDIMENT CONTROL DESIGN AND A COMPLETED DESIGN

THE EROSION & SEDIMENT CONTROL PLAN IS A CONCEPT PLAN / EK

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

    

 

 

 

CERTIFICATE PRIOR TO COMMENCEMENT OF WORK. CERTIFICATION MUST BE PROVIDE SAND BAGS IN KERB AND ‘
UNDERTAKEN BY A SUITABLY QUALIFIED, EXPERIENCED PROFESSIONAL. CHANNEL DOWNSLOPE OF CROSSOVER
APPROVED DRAWN XC CLIENT PROJECT DRAWING
STATUS FOR APPROVAL
CHARLES COOK KERRY BONE RESIDENTIAL WORKS EROSION & SEDIMENT
RPEQ NO: 8480 DESIGN XC oe
APPROVED DATE [cuecK co CONTROL PLAN / \ om 25 PROJECT NO. DRAWING NO. REV NO.
07.04.25 CONSULTING ENGINEERS 5 PARK CRESENT _—
SUNSHINE BEACH, QLD C-
ISSUED FOR APPROVAL 25.03.25 | cc [SIGNED Charles COOK | conaccmanmse CML |PROIECT MANAGEMENT| TECHNICA. SERVICES 250119 OPW-C-00220 A
DESCRIPTION DATE —TAPPR 07.04.2025 voriiyc. com. | ABN 72 677 874 S32 sucer se at