Referenced Documents - MCU13 0098.01 · MCU13/0098.01

Document Set ID: 21249132
Version: 1, Version Date: 28/09/2020


[OCR of page images]
 

ADJACENT INDUSTRIAL ESTATE

 

 

rFOR DETAILS OF ROOF DRAINAGE REFER TO HYDRAULIC CONSULTANTS DRAWINGS

 

 

 

 

COMBINED

—»_
HARVESTING/RETENTION \,

TANK, TYPE AB
GROUND.
TOTAL VOLUME
22,500LITRE
DISCHARGE MIN

80% ROOF CATCHMENT

AREA TO TANK.

N
BIO_RETE!

SYSTEM FOR.
ROOF CATCHMENT
MIN AREA 45sqm >

#300 SH
BRS FOR
ONLY

BRS

 

 

 

 

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\
\
SS PROPOSED NEW WAREHOUSE BUILDING
\
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me
S S
Rs oN
S
-& FFL5.400 | ™-  FFLS5.400 [email protected]
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5 aN
-& FFL5.200 FFL5.200 3
S x N
~ n N,
me Nee ; ow
/ S/o. ~- | CARPARKING
\
l
1L3.510 |
\ —
. CARPARKING
~ LOT 3 PROPERTY CONNECTION TOV
9375; 5.9m @ 1% 7450)
- USIL3.470
— DSIL3.410 ——_
~ 225 BIO RETENTION BIO RETENTION
4/75 1L3.510 L1L3.600 SYSTEM FOR SOUTH SYSTEM FOR
: CARPARK NORTH CARPARK
~ 5 CATCHMENT. CATCHMENT.
~ SO RMWATER MIN AREA 11sqm MIN AREA 15sqm
~ MANHOLE 1/1:
~~ SL4.870 INTERNAL ACCESS ROAD (ROW)
ee 1L3.555
a= — gg AIR a
SITE ACCESS
/ \
Z

 

 

- S Fo FR FE ET

FLOW (LITRES/SEC.)

60

 

 

 

——— NO RETENTION

 

 

 

 

 

 

 

 

 

50:
~ WITH RETENTION
40: S
30. Zz
7 ~N
20 —___
to —_—_ —<—
oe ~
0 ! T I
2 4 6 8 10 12 14 16 18
TIME. (MINS.)
STORMWATER HYDROGRAPH THROUGH TANK
PEAK FLOW MITIGATION THROUGH ON SITE RETENTION TANK
TOTAL PROPOSED TANK VOLUMES:
TANK FOR HARVESTING: 10,500 LITRE
TANK FOR RETENTION: 12,000 LITRE
RUNOFF & DETENTION CALCULATIONS:
MAXIMUM EVENT: Q100
TIME OF CONCENTRATION: 5Smin
INTENSITY: 326mm/hr
SITE AREA: 3266sqm
IMPERVIOUS AREA: 2744sqm
PRE DEVELOPMENT PEAK RUNOFF: 260L/s
PEAK RUNOFF POST DEVELOPMENT: 290L/s (NO RETENTION)
RETENTION VOLUME REQUIRED: 11,900 LITRE
RETENTION VOLUME PROVIDED: 12,000 LITRE
REDUCTION REQUIRED: 29.8L/s
REDUCTION PROVIDED: 33.9L/s
FROM ROOF
HI-FLOW #300
L
i
G
COMBINED 4
HARVESTING/MITIGATION wo
TANK o
TOTAL VOLUME:
22,500 LITRE
50% HARVESTING
oe oA K 990 LO—FLOW SLOW
GS | LEAK TO BIO
w RETENTION SYSTEM
9
°
GROUND
~ N NX N N HR N N N N NX NX NYO N\ NX ~
3

 

 

 

 

 

 

 

 

 

 

 

 

 

RAINWATER HARVESTING AND
MITIGATION TANK ASSEMBLEY

TO LAWFUL POINT OF DISCHARGE

SCALE: NTS

DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
FOR ASSESSMENT, TENDERING AND CONSTRUCTION.

 

Amd Description Date

 

Issue Notes Date
For Development Approval X 11-07-13
For Building Approval
For Tender
For Construction

As Constructed

 

E Hydraulic 3:

 

\-
contact: Reinhold Koenning MiEAust RPEQ No 7023
PO Box 181
Moffat Beach, QLD, 4551
email: [email protected]

PH: (07) 5491 4333 FX: (07) 5491 4233

CLIENT :
MARKRIS FOODS

ARCHITECT :
iS SOUL SPACE

42 HOFFMAN DRIVE
NOOSAVILLE
INDUSTRIAL DEVELOPMENT

DRAWING TITLE:

 

A

(PROJECT:

STORMWATER
DRAINAGE
AND QUANTITY

 

Design Ae. Checked (Ch Dote 11-07-13 Dwg. No. AMD.

SCALE: 1: 200 2783-2 J
RPD:- LOT 3 / FMR LOT 2 SP 222982

ON A1 UNO. 2 Of 4

 

 

 

 

Document Set ID: 21249132
Version: 1, Version Date: 28/09/2020