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17155 - Stormwater Quantity Assessment Letter - Rev 0 · OPW17/0612

Attached to the e-mail Operational Works Application OPW17/0612 1 of 2 – Precinct E2 Noosa Springs, Noosa Heads - (MCU15/0109).

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Catchment A

 

Aw = O14 L Ha
Stuy Bixler (AVG)
Aver = 0.572 Ha

”

9% (WA)

S per

 
 

 

$i = STH

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
   

 

 

 

“STV SAN
SS
STN

  

 

  
  
           

   

 

 

 

 

 

 

 

 

n

EXISTING

 

 

 

 

 

 

KERB AND CHANNEL

LOT BOUNDARY

CONTOUR MAJOR (1,00m
INTERVAL)

CONTOUR MINOR (0.50m
INTERVAL)

STORMWATER

DRAINAGE STRUCTURE ID

 

 

fi
N
oO
N]
Oo
oO}
CATCHMENT | CATCHMENT S|
NAME | AREA (ha) g
Wy
t/t ost 3 a
Oo}
2“ ied CATCHMENT | CATCHMENT 2 5 PROPOSED
wi o08e NAME) A TAREA) (ha) YS LLLLLLLL LZ — BUILDING EXTENT
1 aol - CONTOUR MAJOR {1.00m
“ 0.066 8/5 a.go6 i Bl 310: ea
10/1 0.122 1410 a022 N CONTOUR MINOR (0.25m
WA i i x xs INTERVAL)
ee |) aeR ual star? CATCHMENT | CATCHMENT ia ena
2/1 0.036 v2 162 ABNER (RAZ AM (bol
wer 0.043 wu ooa. ivi 0029 bh Seen
ae [Cs concrete pavement
a2 om vis 1107 L2At 0026 CATCHMENT | CATCHMENT :
ws foes ae oe ae 027 NAME | AREA {ha} CROSSOVER/FOOTPATH
va aca 13720 0.073 L6/1 o.082 wy 0023 & CATCHMENT
ash 0.053 V2 0030 twos) o097 L&/7 0060
Y” DRAINAGE STRUCTURE ID
3/4 an 1/22 0.01% v2 0.277 ss? 0.035
aye 0.075 1/23 0.039 L272 0.225 2-9 0029 Re eee eet CATCHMENT,
5/4 0.068 28 0.023 \6/2 0.224 Last 0.056 LANDSCAPING
4 01866 1 0020 uve on? SAL 0.069
8/ 725 | ooze L —> —> _ swate
9/6 0.020 126 0.017 13/5 0.040 ree 0.067
w/t 0.008 1/28 00s Lars 0.205 16/20 0.236
v5 0.026 29 0091 L545 079 Lay2a Owe
vs 0.028 2/28 0.028 uve oxo L1a/20 0163 COPTCHMENT és
4/5 0.026 1/30 0.043 uw? oo7a 112/20 002% A
MS 0076 2/30 0.028 12-7 0.058 Lv2e a.010 WP 2 0.297 Hy
Siu = ¥
P= U.8% Ava) a 5 20 30
NOTE: NOTE: Apes = O39 fa been td pe
REFER DRAWING 16003/C10-C15 FOR REFER DRAWING 16003/C22-C24 ‘ SCALE 1:500 {A1 SIZE)
SITEWORKS AND DRAINAGE PLAN FOR STORMWATER LONGITUDINAL s 2
ANO DETAILS SECTIONS. S per Bo%X% Ce)
fi = 49x
Tart a (07) 3369 8411 [Semele Pama Diary oe
ALTUM CONSTRUCTIONS #5 (07) 3369 1893 AS SER PROPOSED RESIDENTIAL STORMWATER CATCHMENT
E: [email protected] |") penes
HM HM DEVELOPMENT
To Delt nae tebe apes, Pm ue @ I PLAN SHEET 1
eutained of ured without the i" AUG f
SRT Cony DGnanoitamenmes ececnclumcsran ae PRECINCT F AnD €2 NOOSA ||[POST DévEeverMenT
1 Great Georce Street eares SPRINGS, NOOSA HEADS Preere
DATE | BY ||COnE Paooincton Quo 4064 PEO

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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