Approved Plans 10-0662.pdf [As Published] · 132009.1689

 

 

 

 

 

       
    

 

 

 

 

  

   

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

“
, a NOTE
1 DISCHARGE (01 1S CALCULATED USING THE RATIONAL FORMULA NOTES:
(vom $021 EON S021 DAILY MONITORING CHECK LIST 1 ALL TRAQE WASTE DRAMAGE TO 8¢ HOPE O@ OTHER MATERIAL
7 RUMOFF COEFFICIENTS WERE ADOPTED FROM QUOH TABLE $042 ‘0 oceOURE MATERIAL APPROVED BY THE LOCAL AUTHORITY
AS THESE TAKE NTO CONSOGRATION FRACTION PERVOUS AND owrToR HECK NAINTENANCE PROCEDURES
wa sos co sos i ere nse
3) RAINEALL INTENSITIES. WERE CALCULATED USING PROCEDURES SET ROOF AND FLASHING CHECKED FOR DEFECTS AND REPAIRS, OVERHANGING DETANS,
vt Pasant SURRY iia Bar coms BRANCHES RENO, 3) ALL WATER SUPPLY POE DIAMETERS MOHMATEO ON DRAWINGS
ev ww ; (TIME OF CONCENTRATIONS FOR OVERLAND FLOW HAVE BEEN ARE NOMINAL OIAMETERS (OH) REFER TO TABLE 11 OF AS35001
putin . oe ee cA ENA NE CT AEE 2 GUTTER & DoMNPRES veer 3 mons CLEAN GUTTERS, REMOVING LEAVES AND DEBRIS RMU PEE SES. sescut sid
wv ‘ : .
sann Wem : - INSTALLED. CCLING SPACE WITH VERTICAL DROPPERS
Pe OE INSPECT SURFACE ACCESS PONTS TO UNDERGROUND CULVERT, PITS ANO PIPES ‘CHASED INTO BLOCKWORK HORIZONTAL CHASING OF PIPEWORK
STORMWATER CALCULATIONS 1 ORANG PRESEN: AFTER RAINFALL EVENTS. | AS WELL AS SURFACE WTHE AREA OF THC ACCESS POMTS W BLOCKWORK SHOULO BE AVODED WHERE POSSIBLE
= INSPECT PITS. AMO TRENCHES TO DETERMINE ANT SCOUR OR DAMAGE REQUIRING $ ALLOW TO SUPPLY 1Smm® SUPPLY Om MAXIMUM LENGTH
AREA 4 a Fee TO A SINGLE FIXTURE AND 20mmé 10 TWO OR HORE
ram tw | | inarne |045t TO BE VISUALLY INSPECTED AFTER HEAVY RANFALL EVENTS 10 ENSURE THEY] FIXTURES UNLESS KOTED OTHERWISE .
i
3 month D 055 ARE FREE OF DEBRIS ANO LITTER 6 REFER ALSO MOTES ON SHEET HI of 3.
et 4 IMSPECTION AND MAINTENANCE MUST BE CARRICO OUT WITHIN G2 HOURS OF A
1 w fom | w | i Si OSS POLLUTANT TRA AFTER RAINFALL EVENTS — | RAWFALL EVENT PREFERABLY. WITHIN 26 HOURS
f REMOVE RUBBISH AND DEBRIS COLLECTED M DEVICE PERODKALLY TO PREVENT GULLY PIT 8 GRATE SCHEDULE
? w lee los | as, (ODOURS AMD FRMINSE THE CHANCE OF ANOSK CONDITIONS DEVELOPING AND
4 1TH REHOBRISATION OF POLLUTANTS
600me SOUARE GULLY PIT COMPLETE
s w [os | a | ae GPT) itn TRArFicABLe Frame & GRATE
» Ww 1 nN 130 TiOwa SQUARE GROSS POLLUTANT TRAP
CARPORT GP2 | itn casuy ReHOvED ANO TRAFFICABLE FRAME & GRATE
» Me tt see GROSS POLLUTANT TRAP SIZING CALCULATIONS
0 wm 1 6 302 10,) TREATED FLOW RATE Oy 055 Vs. ao 0mm WOE LONGITUONAL TRENCH GRATE
k (0) BY-PASS Flow aeouReD ere Ny (COMPLETE WITH LIGHT OUTY FRAME & GRATE
: i {GPT,) GROSS POLUTAMT TRAP LOAD AVERAGE — GPT,: 30 kg/ho/year
Loup GPT, = 9036 kg/m! /month
“ ry a (Vj) POLLUTANT STORAGE VOLUME Vos MASS/OENSITY
i i)
Wy: tg
| ia ig
4 \ Woe 1170 a!
LRT RA Bos meh ‘ACCORDING TO THIS FIGURE, THE GROSS POLLUTAKT TRAP ADOPTED 1S DEFINED
— su * FOLLOWING
SPLOECATION NO PERE ORIANCE RATING
HoOee mone eon 1
CARPORT DDESCRE TON SURFACE. M-GROSS POLLUTION UNIT
. cunveee 12 nm CUM OSI oLYETATLENS
» ‘youre 330 URES
i 5 ~ ‘OUTLET PPE SIZE
. Hoy TREATED FLOW RATE 5 LITRE/SEC
¥ MAXIMUM FLOWRATE 11M BY-PASS) 5 UTRE/SEC
SOLIDS CAPACITY ‘50 LITRES.
‘SILT CAPACITY. 90 LITRES ~ BASKET CAPACITY
a - Co UTRES  BusKET CaPActTY
* hut SEDIMENT REMOVAL >0 3am, 2%
” iT 1 HYDROCARBON CAPTURE 295%
hi RETENTION AT BY-PASS FLOWRATE wx
\ i
acted | nm
7 i | a
LOCKABLE (LASS “B” GRATE
EEE
i \ 150 00 wit PPE ale
{ OR GRATED ORAM ——— SE
| ak
i i 1 7 sage
* dl fm HOW BYPASS f wun at
| SPECNATIONS \ oe = pate
d MATERIAL Name HOPE “ il
cue mig Sunshine Co Counc
* heen GRATE CLASS “B'/GALVANSED iiecaae
é i TREATED FLOW RATE 5 UITRES/ SECOND (LASS B GRATE
{ a : 1 HAXIMUM FLOW RATE 20 LITRES /SECONO : ft Ato
‘ ‘SOUDS CAPACITY so UTRES rat £ VES
| , Le : street Unk tus : Developatent, Pacer, pe
. ; SEOMENT REHOVALDD jaa 999% tevpe atto WG LOW BY-PASS
” ® HYOROCAROON CAPIUR 15K ff
\ , RETENTION AT BYFLOW RATEYW0 ee RECOMMENDED 2 2
- PRE-CLEANED WATER q Tr ar
4 — EXIST VIA BAFFLED.
: 4. Nore outer /
: THIS IS A DIAGRAMMATIC REPRESENTATION ONLY neeaneeeeeel se eeeeeeeeweeeeeee der . eo tee
™ i Cc ¥
GRANT STREET Be nec cae Under no [circumstances may the Pad_& Spee#Cations be departed
ALL PLURBIG AND ELECTRA COANE TONS | from within the written apprdval of Counssl.
TO COMPLY WITH LOCAL REGULATIONS a
PLAN VIEW
\ sO sissies PLAN VIEW
PLANS APPROVED
PROCESS DETAILS
THE FOX MODEL BPT6DO 1S A BAFFLED POLLUTANT TRAP WITH A HIGH FLOW BY-PASS, IT 1S DESIGNED FOR USE I OPEN AREAS WHERE TRASH AND OTHER DERS CANNOT BEOMTROLUED
i ANA POTENTIAL FOR HADRQUATINES OF HYOROCARBONS CxST
THE UNITS HAS A CONTROLLED FLOW RATE THROUGH THE SILT BASKET WHERE TRASH AND SITLT ARE REMOVED RUNOFF THEN ENTERS THE MAIN CHAMBER AND EXITS THE BAFFLE, RETAINING
AMOR QUAITES OF AYOROCAREONS CXSTS Name:
WE TME RAIN INTENSITY EXCEEDS THE TREATABLE FLOW RATE THE HIGH FLOW BY-PASS ALLOWS EXCESS RUNOFF TO EXIT DIRECTLY VIA THE BAFFLE THE FOX BPTOO0 HAS A} ALR 0
GREATER THAN 9% FOR THC CAPTURE ANO RETENTION OF SLTS AND SOLIDS SMALLER THAN Jan
Signature:
GROSS POLLUTANT TRAP DETAIL Delegated sdithorising Officer
me DIAGRAMMATIC ONLY, NOT TO SCALE
. ° ° ° ° ° / .
SITE PLAN
SCALE 1100
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SCALE 00 UNREDUCEDT
amend Dole [Description Dron] rite : are Dare Sear crest foe Wo.
MIKE O'REGAN &
PARISH OF WEYBA JUNE 2010 1100
ASSOCIATES pry tro Faas witta J~<> N, R & C TOKOVIC 10-1708
Designed Drone
HYDRAULIC SERVICES a cee ret Hate a m
CONSULTANTS 10 THE CONSTRUCTION INDUSTRY NOOSA SHIRE COUNCIL Project, Sheet. [Amenament.
STORMWATER DRAINAGE PLAN 298 Ferey Rood Tet (07) 9828 2633 <a” eos, PROPOSED DUPLEX UNITS AT Swi A
(DRIVEWAY DRAINAGE ONLY) Son Fox: (07) 9528 2646 LEVEL DATUM - AHO 13 GRANT STREET. NOOSA
7m SE ASO God Coost Mol Centre 9726 Emoil:[email protected] le occ sSocnies og, 824 Me Ws ;