Appendix E - Stormwater Management Plan

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Y | \
[A L \ | \
PROPOSED 6m WID! 4ly \ | N
DRAINAGE EASEMENT ‘4//¢ \ | \
4 |
7 )
/ \ oe J
PLUNGE POOL / y NY,
ENERGY 4/7 / \ LEGEND:
DISSIPATER 4% / \ a
\ a \ SITE BOUNDARY
EXISTING SWALE a \ sw PROPOSED STORMWATER DRAINAGE
BIOPOD D2 ) Cau PROPOSED STORMWATER EASEMENT
a \
oN a a RETAINING WALLS

     

FLOW DIRECTION
NORTHERN BASIN

63% AEP PEAK FLOW DIVERSION

 

 

     
     
   
   

 

 

 

 

 

    

 

 

  

 

 
    

 

 
 

 

 

“ \ a
7 7 \ = DISCHARGE LOCATION
L \ L
- \ \ “
fA A \ \ a EXISTING SWALE
L . \
LZ \
7 \ \
CONCEPT ROAD AND DRAINAGE a~\ \
LAYOUT SHOWN IS SUBJECT TO a \ \
FUTURE STAGE 4 OPERATIONAL Z \ \ a \ \
WORKS DESIGN AND APPROVAL a \ - L \
“ \ | \ - LS \ \
\
825 ; \ “ ,
a \ a a \ \
“ - a —
a - <
Co \ ‘ \
PROPOSED GPT ) \ \ a
UPSTREAM OF BASIN [ \ \
< [ “ “ \ \ —
a “ a
a \U
a \ \
\ py ~
tn a \ —
| PEAK FLOWS ABOVE THE 1 YEAR a \ —
|/— PROPOSED SWIMMING POOL ARI STORM TO BE DIRECTED =a \
REFER TO ARCHITECTURAL FOR TOWARDS SWALE
LANDSCAPING AND FENCING r— 5m WIDE % \ \
m 5
STORMWATER $2 \ \
EASEMENT 417 ~\ \

 

 

   
 
   
 
  

 

 

 

 

3m WIDE DRAINAGE
__ EASEMENT

 

   

 

 

 

 

 

 

 

  

63% AEP PEAK FLOW
DIVERSION © 900

  
   

PROPOSED GPT
UPSTREAM OF
BASIN

   
  

SPLITTER MANHOLE TO DIRECT 63% AEP
PEAK FLOWS TO BASIN AND MAJOR FLOWS TO

  
 

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PROPOSED STORMWATER DRAINAGE
( y . THE PROPOSED SWALE & DRAINAGE EASEMENT — Proe ) lca Tt A
NS SONY a Q (10% AEP) TOWARDS SOUTHERN BASIN.
’ “ . is ”
Vie a PR + SPLITTER MANHOLE TO DIRECT 63% verre TeADING BOSS ROAD
a ? \ | | [i] | ZZ__ AEP PEAK FLOWS TO PROPOSED
— — | | -—___ = ‘¢ =
Li) 63% AEP PEAK , ee
// FLOW DIVERSION T
| | Nisa oT
1. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH CONCEPT PLAN ONLY
LATEST ISSUE OF CALIBRE CONSULTING REPORT No.
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