15-001261-111

 

 

 
  
   
 
   
     
       
   
 
 
 
 

RL OF SPILLWAY - 101.5

RL WATER PONDING LEVEL - 101.5
RL SEDIMENT DEPTH - 100.5

WIDTH OF SPILLWAY WEIR - 13.0m
MINIMUM PONDING VOLUME = 1320m?

NOTE:

BASIN LEVELS ARE A GUIDE ONLY
AND ARE TO BE CONFIRMED ON SITE
TO SUIT BEST WITH NATURAL
TERRAIN. CONTRACTOR TO ENSURE
MINIMUM VOLUMES ARE ACHIEVED.

 

 

 

 

 

 

 

TEMPORARY SEDIMENT BASIN 2 - x ms

BASE AREA - TO SUIT ULTIMATE NU 4

RL INVERT OF BASIN - 100.0 N TEMPORARY
RL TOP OF BATTER - 102.0 (MIN) \ SEDIMENT

       
  

 
  
  

BASIN 2

 

 
  
 
  

Sinai

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STORMWATER BASIN TO BE UTILISED AS
A TEMPORARY SEDIMENT BASIN DURING
THE CONSTRUCTION PHASE.
__. MINIMUM VOLUMES ARE ACHIEVED.

 

HYDROMULCH BATTER.

7

/

 

| ¢

SEDIMENT FENCE ALONG EXISTING DOWNSTREAM
- BOUNDARIES PRIOR TO ANY CONSTRUCTION.

     

ENSURE

  

-
Lae <x —
es. eee
/  & _ALUBHOUSE PAD <<.”
a STORMWATER BASIN TO BE UTILISED AS
/; / A TEMPORARY SEDIMENT BASIN DURING
f Pe THE CONSTRUCTION PHASE. ENSURE

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MINIMUM VOLUMES ARE ACHIEVED. =<

 

 

/ aS
{Wt 7° NOTE:
ltl /_JCLUB HOUSE AND POOL AREA PADS
|| \o / |TO BE TOPSOILED AND DIRECT
SEEDED AS SOON AS PRACTICAL.

 

 

 

 

Ce eee cg iss . BASE AREA - TO SUIT ULTIMATE
TEMPORARY
‘ HYDROMULCH BATTER RL INVERT OF BASIN - 101.0
; / ‘SEDIMENT BASIN 3. RL TOP OF BATTER - 103.0 (MIN)

 
 
 

 
 

 

 

 

 

JOINS SHEET 1

  

 

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TEMPORARY SEDIMENT BASIN 3 -

RL OF SPILLWAY - 102.5

RL WATER PONDING LEVEL - 102.5
RL SEDIMENT DEPTH - 101.5
WIDTH OF SPILLWAY WEIR - 9.0m
MINIMUM PONDING VOLUME = 930m?

NOTE:

BASIN LEVELS ARE A GUIDE ONLY
AND ARE TO BE CONFIRMED ON SITE
TO SUIT BEST WITH NATURAL

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

  
  
 
   

 

 

 

 

 

 

 

 

    

  

 

 

 

 

 

 

 

 

 

 

   
  
 

 

       
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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