3. RAINBOW DRIVE
Location Sarjapur Road, Bangalore – Ground water stressed area
Size 34 acres, approx 350 plots, 258 occupied
Details Currently governed by Plot owners association (Society)
since 2002.
No BWSSB connection
Dependent on Ground water ( owned bore wells)
5. WATER SOURCE AND SUPPLY - DISTRIBUTION
Source : Communitised Borewells
Two Centralised overhead tanks
with
Piped connection to Each
household.
Infrastructure Owned, Managed
and Operated by Plot owners
association
6. WASTE WATER & SANITATION : What Was
Two STPs given by the builder
STPs functioning questionable
What to do with “treated” waste
water?
Infrastructure Owned, Managed
and Operated by Plot owners
association
7. Every household
connection
METERED !!!!
Upto 2005 : Builder promised free water
2005 : Consumption meters installed by POA –
separate water tariff (4Rs/KL)
2008 : Water reform begins in Earnest
8. 2007-2008 “Water reform”
0
10
20
30
40
50
60
70
0 5 10 15 20 25 30 40 60 80
PriceperKL
2008 Tariff Change
2008
2005
Banning of private borewells
Understand consumption
Understand production costs
Communication & outreach
Invest in sustainability (Rainwater Harvesting)
Flooding a big problem. Recharge well projected as
a solution for flooding
Community recharge wells dug for demonstration
Households invested in recharge at Household
level get Rs 100/- discount on bill!
9. RECHARGE WELLS – THREE TYPES
Wells in Storm water
drains invested in by RWA
(Collective Investment)
Wells in Storm water
drains invested in by
House hold
(Just outside the house -
individual Investment)
Wells inside the
House
(individual
Investment)
23. The reuse of treated waste-water
• With a constructed wetland further polishing
occurs
• Wetlands become bio-diversity spots
• Eco-system service functions of water fulfilled
• Groundwater recharge allowed
• Fisheries possible
24. Salient Features
Design Capacity – 10 MLD
(upgrading to 15 MLD)
Present Average Inflow – 10 MLD+
Wastewater generation – Yelahanka,
Jakkur
Process Adopted – UASB followed by
Extended Aeration
Wastewater discharged in to – Wetland of
Jakkur Lake, now competing with a Gas
Power station
38. Design Parameters
The plant is designed for the following
influent characteristics of wastewater.
pH 7.06 – 8.1
Total Solids 782-1352 mg/l
TSS 320-672 mg/l
BOD5, 20°C 290-369 mg/l
COD 465-973 mg/l
Chlorides (as Cl) 74-151 mg/l
Sulphates (as SO4) 11-41 mg/l
39. Design Parameters
The plant is designed for the following
characteristics of treated water.
BOD5 ≤ 20 mg/l
Suspended solids ≤ 30 mg/l
pH 5.5 – 9
Oil & Grease ≤ 10 mg/l
Residual Chlorine ≤ 1 mg/l
Colour & Odour See Note
Iron(as Fe) 3 mg/L
Nitrate Nitrogen 10 mg/L
Note: all efforts are to be made to remove
colour and odour as far as practicable