Reference Documents - Stormwater Management Plan & Waste Management Plan - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)

 

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Gravell access to
drainage reserve

Maintenance Access refer
typical section above

3g

 

Top of Dam Wall R.L114.0

 
 
 

Concrete Spiliway R.L.113.2

 
  

a2
3

   

‘Bottom of Bank

 

125mm Concrete ( F62
mesh centrally)

 

100mm Concrete
Dam Spillway

a Grass Swale to natural
outlet as required

SECTION A-A

Scale 1:200

 

 

Top of Dam Wall R.1.114.0

 

—Spillwoy Level R.L.113.2

ZZ

SECTION B-B eve cut-off wall 600

 

 

 

SPILLWAY DETAIL Scale 1:200 below notural surface level
Scale 1:200
* HOCSA Shit COUNCIL
SEMENT PERMIT GPERATIONAL WORKS Wo.e O7e2 bam Well

   

  

 

 

 

C’D BY. DATE......./.0- I oN. Topsoil ond grassing works
CKD BY... GE. one Ne oo
AMEND CKD BY......., DATE SRE]..F.../ POL. 2
Fe
RECOMMENDED FOR AE DR lin 4
UNDER NO CIRCUMSTANCES. SECTION C-C om outlet over 15m to existing drain

UNDER NO CIRCUMSTANCES MAY THE FPLA\.

opposite existing outlet structure, drain

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Prot_Dote: 27/07/07 — 14:46

 

 

 

 

 

 

 

 

 

 

 

 

 

 

. 220 SPECIFICATIONS BE DEPARTED FROM WITHOUT : Seale 1:200 opposite existing outlet stn
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