Approved Plans - OPW14/0043

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   NOOSA COUNCIL
  APPROVED PLANS
OPW14/0043 7 FEB 2014


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RP842163

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  
 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

    

4, ~ 54x25 “9

 
 
 

JOIN TO LAWFUL
POINT OF
DISCHARGE AT:
ILO.700

 

  

   
 

CROSSOVER

 

SCREW IN

RL: 1.825

  

 

   
      

 
     
   
  
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

_ - x ;
DNARE —
a VONCRE TE.
BOUNDARY LINE ay J a _ _
A
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-~ 30 —-—— NO RETENTION
S 4 S
. 1 , g a WITH RETENTION
% LANDSCAPING AREA a oO 20. ~
% Be TOTAL 318sqm 4
se, 3
a 7 a
—_ = 10 -——<—<—
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%: ™~
L 0 T ! T T T T
az > 0 2 4 6 8 10 12 14 16 18 20
p 2, |) TIME (MINS.)
. -
te ae Ml STORMWATER HYDROGRAPH THROUGH TANK
: . | wey PEAK FLOW MITIGATION THROUGH ON SITE RETENTION TANK
4 Doe 5
Tos an de. : . UG CALCULATION DATA OF PEAK FLOW MITIGATION:
a J | aA CARPORT L’DRY BED 2 SITE CATCHMENT AREA: 931sqm
5 4 tae JOG c POST DEVELOPMENT IMPERVIOUS AREA: 702sqm
- Sos fe a, / |i . Q100:
4 a So. ( SH \ PRE DEVELOPMENT FLOW: 74L/sec
- ; aap ai I |L_LBATH \ POST DEVELOPMENT FLOW (NO RETENTION): 82L/sec
49 a . - — 7 REDUCTION REQUIRED: 8BL/sec
4 |DRIAY EW Ay > - L ROOF CATCHMENT AREA ENTERING TANK: 401sqm
| . a -s a. y GARAGE — GFL 2600 | - MAX Q20 DESIGN FLOW ENTERING TANK: 28L/sec
Sos LS te, S _ 0 IWR REDUCTION PROVIDED WITH 6,000L TANK: 16L/sec
FFL2.500/b: =” aFFL2.450°% |” FFL2500-¢¢ FFL2.500-$- E| | TANK VOLUME PROVIDED 6,000L > 5,700L
DRIVEWAY * ae \ | 1
“ 260sqm ~ Lf
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_ 3 *G . — \
| ———+
4A 4 SBhe . ao
L a) - “ a> fo ° ~~
oF le : :
eV “ay? — 1 LANDSCAPING © 100 ventilation #600 access cover
a o> <3} 4 location to suit gas tight lid FFL2.200
: L Ly JL.
= 4 5 =
200
B “YL 6000Ltr
7 XN bE for retention 800
, KY 2D: : |] \#80 sLow LEAK
a ; lL) J | |
a. nR 2 -IL1.000
& | Oo
\J (El \ ‘| 2 8000Ltr 225
J ~ He \ Oo, r 7 ‘ 3
BUP13656 4 A y Bhs | harvesting
J AY) | [| RLO.350 Overflow
\/ - |OD-.- a ' CO] ¢ Ct | [
\ NS f: 4 =] | L
4 a ‘ =) la] fi |
° eo ge vo | i ! 3500 ‘
o]|o |
- |
\Y Nt pea } 7 | | TANK _ASSEMBLEY
JL o ~ . z COMBINED HARVESTING/RETENTION TANK
. yD FOR DETAILS REFER TO SUPPLIER: ALLCASTPRECAST
: . & SP166568 TOTAL TANK CAPACITY: 14,000 LITRE
\7 4 ty 7 8 HEAVY DUTY TRAFFICABLE, TYPE PRECAST
., 5
CTyr aT ~ . eo oO LOT 72
O STOREY J SO ge Jee 3
RENDERED UNITS FFL2.420-P “ FFL2.300- .
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4 .
LOT 67
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\ fa Haz DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
7S FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
v 2
/ , [Amd Description Date
A “ ‘
\Z “Ca a
M/ a ta |
N a, - STORMWATER ASSESSMENT:
FFL2.360-- -
QUALITY:
AS PER SP4—2010 STATE GOVERNMENT (HEALTHY WATERWAYS) POLICY THIS
DEVELOPMENT IS UNDER 6 UNITS AND LESS THAN 2,500sqm SIZE — THEREFORE NO
TREATMENT IS_ REQUIRED A | GARAGE 3 & DRIVEWAY LEVELS REVISED 22-08-13
QUANTITY: Issue Notes Date
TO PREVENT LOCALISED WORSENING EFFECTS UPON DOWNSTREAM PROPERTIES A
MEASURE FOR PEAK FLOW MITIGATION IS REQUIRED. a RETENTION TANK VOLUME SHALL For Development Approval X
BE PROVIDED AS PER DETAILED TANK ASSEMBLEY. For Building Approval 25-06-15
For Tender
HARVESTING/RETENTION TANK 20 0 L Q A TANK HARVESTING VOLUME SHALL BE PROVIDED TO PROVIDE FOR THE OPERATIONS For Construction
3 : . LANDS@® OF WC’s, WM’s AND HC’s.
TYPE PRE FABRICATED, IN on ee Nel SU, As Constructed
GROUND AS PER DETAILED Soe 4
ae ASSEMBLEY. . - ; © ae a
———______ TOTAL capacity 14,000 [> oe: = I ik1.000 - BS wy ao . RENDER BLOCKWORK
ETRES | 9225'S 4 . Z FENCE i
| ~ 1L0.950—— wt . / , Hvd li wet
FFL2A50% | — ¢— BRO PN TTT yaraulic =:
wv. vO ~~ 4 t v oe 4 4 | t Wa 7
E . . : . [e225 visitor BAY $225 7 - |
- ae IL0.900 | / ? . .
: 4 a al o/ Z contact: Reinhold Koenning MiEAust RPEQ No 7023
: y PO Box 181
Moffat Beach, QLD, 4551 AHSCA

email: [email protected]
PH: (07) 5491 4333

 

FX: (07) 5491 4233

 

 

 

 

 

 

 

 

 

 

 

~ CLIENT :
NOOSA COUNCIL LIBERTE ADVENTURES
APPROVED PLANS LO STEVEN. CAMPBELL |
(PROJECT: 18 SUNSEEKER CLOSE »
OPW14/0043 7 FEB 2014 cane
DRAWING TITLE:
OPERATIONAL WORKS
STORMWATER
DRAINAGE
Design] HH. checked] h [Date | 25-06-13 | Dwg. No. ‘AMD.
\ Scale: 1: 100 oN At UN.o.| 2 Of 4 2774—-OP2 yy,

 

 

 

 

 

 

RPD:— LOT 67 RP 842163