7. Hydraulic Plans · MCU13/0098

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

          
   

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

-~ 60 ——— NO RETENTION
oO
a 50.
@ = WITH RETENTION
Q 40 =
ADJACENT INDUSTRIAL ESTATE = 50 Z
7 4 ™~
am a —<—=
I ~
© 40 oe ~
0 ! TT I
2 4 6 8 10 12 14 16 18
TIME (MINS.)
-FOR DETAILS OF ROOF DRAINAGE REFER TO HYDRAULIC CONSULTANTS DRAWINGS STORMWATER HYDROGRAPH THROUGH TANK
PEAK FLOW MITIGATION THROUGH ON SITE RETENTION TANK
XN = — = TOTAL PROPOSED TANK VOLUMES:
COMBINED y \ oe TANK FOR HARVESTING: 10,500 LITRE
ere “3 ere .
PARVESTING/ RETENTION TH . | TANK FOR RETENTION: 12,000. LITRE
TANK, TYPE ABOVE To
GROUND. _| To 7
TOTAL VOLUME Oe RUNOFF & DETENTION CALCULATIONS:
_ 22,500LITRE | MAXIMUM EVENT: Q100
ek, DISCHARGE MINIMUM OF TIME OF CONCENTRATION: 5min
a 80% ROOF CATCHMENT | . INTENSITY: 326mm/hr
AREA TO TANK. | SITE AREA: 3266sqm
: IMPERVIOUS AREA: 2744sqm
PRE DEVELOPMENT PEAK RUNOFF: 260L/s
)  & PEAK RUNOFF POST DEVELOPMENT: 290L/s (NO RETENTION)
~\ |
NS aA RETENTION VOLUME REQUIRED: 11,900 LITRE
NS | & | fp RETENTION VOLUME PROVIDED: 12,000 LITRE
BIO RETENTION a Se _
SYSTEM FOR\ | S Sem REDUCTION REQUIRED: 29.8L/s
ROOF CATCHMENT
MIN AREA 45sqm>~ | REDUCTION PROVIDED: 33.9L/s
~. |
9300 SHOWN BESIDE—— ||. FROM ROOF
BRS FOR CLARITY een
ONLY | _ ;
& Lo HI-FLOW 9300
BRS 3/1 rr? 3 Te
a
600 | ®
. sq w eo
SS OVERFLOW/BYPASS 3 me, Z|
‘\ AS PER oN COMBINED my
: bon : HARVESTING/MITIGATION
\ DETAIL rN a
\ ne PROPOSED NEW WAREHOUSE BUILDING i
N, A oat 22,500 LITRE
S a Lo 50% HARVESTING T |
~. 1L3.70 io) ~ |
ay me Or eae ON _ #90 LO-FLOW SLOW
Ne ° se 3 | LEAK TO BIO
NS me i RETENTION SYSTEM
S oe
<3. ms. z
: \
SN ae GROUND
Se oe WAKA NANA ANRAN AWN AN ANANSI A WAN
~) FFLS5.400 | --  FFLS.400 b> FFL5.400 RAINWATER HARVESTING AND TO LAWFUL POINT OF DISCHARGE
MITIGATION TANK ASSEMBLEY
|_| SCALE: NTS
Ld ~
CARPARKING = ~
E
-© FFL5.200 FFL5.200 3 _—
B a DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
a FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
oN [Amd Description Date
. 9300) DRIVEWAY ~
To N\ N.
me N,
~~ _ “
~ A gin ae
10 ee a CARPARKING
ie — 13.675:
opt L3.510\ |
; wee uv
600sq 1L3.525 Issue Notes Date
Lae For Development Approval
° N CARPARKING For Building Approval x [04-10-13
| For Tender
LOT 3 PROPERTY CONNECTION 600sq -
8375: 59m @ 1% OVERFLOW/BYPASS For Construction
~~ . CHAMBER As Constructed
+ DSIL3.410 o AS PER s Constructe
ne 225 BIO RETENTION BIO_ RETENTION DETAIL
4 Ze IL3.490 SYSTEM FOR SOUTH SYSTEM FOR
4175, oe OyentLow BYPASS CARPARK NORTH CARPARK
oN : CATCHMENT. CATCHMENT.
= Sy a ——_XISTING CHAMBER :
Ne STORMWATER ke eR MIN AREA 11sqm MIN AREA 15sqm Hydraulic " !
a MANHOLE 1/1: DETAIL
~ | SL4.870 INTERNAL ACCESS ROAD (ROW)
S s s s s s s a s ( s —1L3.555 s S s S s s S s S s s s s S s S s s S s s— a . . Y
~ 4 contact: Reinhold Koenning MigAust RPEQ No 7023
= PO Box 181
pe a ae — Moffat Beach, QLD, 4551
Le ae BE -4|75— a oo - ee "Ta ---- _— oe email: [email protected]
[- — — =  ysTING IN-LINE 4HBRANTA — ~- PH: (07) 5491 4333 FX: (07) 5491 4233
So fp ee wee = ee ee CLIENT
7 an oO MARKRIS FOODS
/ SITE ACCESS WA SITE ACCESS ARCHITECT =
/ EXISTING MAIN SUPPLY PLOTTED FROM CIVIL ENGINEERS DOCUMENT: :
\ SOUL SPACE
Z . \ J
(Prosect: 42 HOFFMAN DRIVE »
NOOSAVILLE
| i C) [ [ MA /\ NI [> FR | \/ INDUSTRIAL DEVELOPMENT
DRAWING TITLE:
OPERATIONAL WORKS
STORMWATER
DRAINAGE AND
QUANTITY
Design RH, Checked] Ch | Date 04-11-13 | Dwg, No. AMD.
\ Scale: 1: 200 ON At U.NO.| 2 Of 6 2790-2 JA
RPD:— LOT 3 / FMR LOT 2 SP 222982