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

 

STORMWATER MANAGEMENT:

1. ROUTINE MAINTENANCE OF THE STORMWATER SYSTEM
SHALL BE THE RESPONSIBILITY OF THE BUILDING OCCUPIER
AND OR BODY CORPORATE. QUALIFIED CONTRACTORS
SHALL BE ENGAGED TO CARRY OUT REGULAR INSPECTIONS
& MAINTENANCE.

2. THE OBJECTIVE OF THE WATER QUALITY MANAGEMENT
SYSTEM FOR THE PROPOSED DEVELOPMENT IS TO
PROTECT AND ENHANCE THE NATURAL WATER SYSTEMS IN
ACCORDANCE WITH THE POLICIES OF THE SUNSHINE
COAST REGIONAL COUNCIL.

3. PROPRIETARY PRODUCT INFORMATION SHALL BE OBTAINED
FROM THE PRINCIPLE CONTRACTOR ON COMPLETION OF
THE CONSTRUCTION AND FORM PART OF THE
MAINTENANCE PLAN

4, ALL MAINTENANCE INSPECTIONS SHALL BE RECORDED AND

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
    
 
    
 
  

8 STORMWATER PIT SCHEDULE
l 18 zc GP1 600mm SQ. PIT - REFER IPWEA STANDARD
1948-40 NB 3 DRAWING DS-050
18.4) ©
LA wwe
x 18.38 X1B41 1S
1843 x 18.40 18°
rete Area
X 18.47
x 18.42 4—-————
18.36 18.47 18.4.4 18.43

18.61 Extinguished Boundary

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  
 

 

 

 

 

 

 

    

 

 

  

 

 

 

 

 
 
 
  
    
     

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

18.47
KEPT WITH THIS PLAN x1 ia 19.59 - ~N
. bs S K 18.44
FIELD INLETS: —saqs STORMWATER PIPE SCHEDULE
1. FUNCTION Q
x
1.1. RECEIVE STORMWATER RUNOFF FROM PAVEMENT 19.60 © K TESS SP1 2250 uPVC
AREAS, $P2 1500 uPVC
2. MAINTENANCE
2.1. REGULAR INSPECTIONS OF GRATE & CHAMBER
REMOVE LITTER & SEDIMENT FROM GRATES AND °
FLOORS OF CHAMBERS. »
PIPED DRAINAGE OVERFLOWS: 1954 18.34
1.FUNCTION 5 |
1.1. CONVEY SURFACE RUNOFF SHOULD THE PIPED o
DRAINAGE SYSTEM SURCHARGE. a2 pew
2. MAINTENANCE 2 II 18.34
2.4, ENSURE CLEAR FLOW IS MAINTAINED. * g w
Me
ROOF WATER TANKS: 5 S
1. FUNCTION ss 3
1.1. TO COLLECT RUNOFF FROM ROOFED AREAS AND w 5
RE-USE FOR LANDSCAPE IRRIGATION, TOILET fs S
FLUSHING AND CLEANING PURPOSES. ATTENUATES =n w
STORMWATER FLOWS FROM THE SITE. ns AS aA Q
2. MAINTAINANCE T8/8S soa ueve @ 1100 ras Bee sue wl ei| &
2.1. REGULARY CHECK ROOF GUTTERS AND STRAINER AT = 1508 uPVC @1100 18.91 18.45 1:20 ARI te=5mins 1=253mm/hr
THE TANK INLET CLEAN AS REQUIRED. UNDERTAKE 3 ® 5 CONTRIBUTING PIPE
MONTHLY CHECKS OF THE OVERFLOW OUTLET TO 8.93 Sk 3 | 5 PIPE RUN RUNOFF AREA (m?) | (US) | PIPESPECIFICATION | capacity (Lis)
ENSURE NO BLOCKAGES HAVE OCCURRED. : 5;
L, :
UNDERTAKE ANNUAL INSPECTIONS TO CONFIRM THE 43 94 3 ee ppt T0 GP 2667 1874 1500 uPVC @ 1:100 234
VOLUME OF SEDIMENT IN THE BASE OF THE TANK. GPT) IL 18.400 bo GP1 TO EXISTING 450mm 435.5 306 2250 uPVC @ 1:100 68.6
DESLUDGE AS REQUIRED. 1818 a) & ip R | SQ FIELD INLET
x 18.81 GL 18.800 ag ES
255
4— |] EXISTING FIELD INLET
IL 17.500
DRAINAGE EASEMENT Ab EXISTING 300 ROP
EXISTING 3008,RCP
SAS
7886
SCALE 1:200
{ ) haw SP T: (07) 5443 6585 & [UEC PIL PROPOSED INDUSTRIAL BUILDING FIGURED DIMENSIONS TO TAKE PRECEDENCE APPROVED 216130
ud: (07) 5479 1754 _& 8 EENIE CREEK ROAD OVER SCALED MEASUREMENTS. VERIFY ALLON | F=f SHOWN
su ge SITE DIMENSIONS & LEVELS WITH THE SUPPORTING SAE Togo
3 = jtcengineers.com.au Sg NOOSAVILLE, QLD DOCUMENTATION PRIOR TO THE COMMENCEMENT J RP.E-Q. 4002 :
™ S S info@jtcen ineers.com.au 2 z a A 117/40/2016 | OP WORKS APPROVAL OF ANY CONSTRUCTION. CONTRACTOR TO NOTIFY DRAWN: 1S
ou Hiveng ee = © | ouent JOB DESCRIPTION ISSUE_] DATE EVENT ENGINEER INMEDIATELY OF ANY DISCREPANCIES. _JSHEET: SS