Approved Plans OPW16/0235

          -

   NOOSA COUNCIL
   APPROVED PLAN
OPW16/0235 23 JAN 2017


[OCR of page images]
 

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
KEPT WITH THIS PLAN

 

FIELD INLETS:

1. FUNCTION
1.1. RECEIVE STORMWATER RUNOFF FROM PAVEMENT
AREAS,
2.MAINTENANCE
2.1, REGULAR INSPECTIONS OF GRATE & CHAMBER
REMOVE LITTER & SEDIMENT FROM GRATES AND
FLOORS OF CHAMBERS.

 

PIPED DRAINAGE OVERFLOWS:

1. FUNCTION
1.1. CONVEY SURFACE RUNOFF SHOULD THE PIPED

 

 

 

x e 19.59

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18
iepyeeo PPPS
18 NAR |
1K X80 8
x 18.47
18.36 18.44

18.61 Extinguished Boundary

X 18.38

rete Area

 

 

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18.43

18.40
xX 18.41

70.26 180°1'50"

x 18.42

18.47

 

x 18.44

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
  

 

 

   

 

 

 

 

STORMWATER PIT SCHEDULE

GP1 600mm SQ. PIT - REFER IPWEA STANDARD
DRAWING DS-050

STORMWATER PIPE SCHEDULE

SP1 2258 uPVC
SP2 1500 uPVC

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

S
°
DRAINAGE SYSTEM SURCHARGE. a HS Bea
2. MAINTENANCE aS 18.34
24, ENSURE CLEAR FLOW IS MAINTAINED. * g ®
x
ROOF WATER TANKS: 5 S
4. FUNCTION sy 3
1.1. TO COLLECT RUNOFF FROM ROOFED AREAS AND w 5
RE-USE FOR LANDSCAPE IRRIGATION, TOILET fs SQ
FLUSHING AND CLEANING PURPOSES. ATTENUATES =" wy
2 VANTANANCE, MER FLONS FROMTHE STE T8/8S 100 ‘Sig @ 1100 Tas ai s
ul . SW—— SW—<— sw >
2.1, REGULARY CHECK ROOF GUTTERS AND STRAINER AT s 1508 uPVC @1100 18.91 1:20 ARI te=5mins 1=253mm/hr
THE TANK INLET CLEAN AS REQUIRED. UNDERTAKE 3 S bt |p 18-45 CONTRIBUTING PIPE
MONTHLY CHECKS OF THE OVERFLOW OUTLET TO Odig93 8 3 | 5 PIPE RUN RUNOFF AREA (m2) | (US) | PIPESPECIFICATION | capacity (us)
ENSURE NO BLOCKAGES HAVE OCCURRED. : go -
UNDERTAKE ANNUAL INSPECTIONS TO CONFIRM THE b 94 3 7, oF = STN ae =
VOLUME OF SEDIMENT IN THE BASE OF THE TANK = IIL 18.400 by mm 306 2250 uPVC @ 1:100 686
DESLUDGE AS REQUIRED. 1818 | 5 6 cP nl Ee: R | SQ FIELD INLET
X 18.81 “ “ PS
255
4] existING FIELD INLET
1L 17.500
P
DRAINAGE EASEMENT a =
EXISTING 3000,RCP 0
7886.
SCALE 1:200
0) | SP T: (07) 5443 6585 & [UEC PIL PROPOSED INDUSTRIAL BUILDING FIGURED DIMENSIONS TO TAKE PRECEDENCE APPROVED 216130
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su gé SITE DIMENSIONS & LEVELS WITH THE SUPPORTING
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