Demand assessment & service delivery
Water Resources Rainfall
Water restrictions Restrictions imposed due to low rainfall in the winters of 2003 and 2004 2004-2006 Water restrictions imposed for 10 months due to low winter rainfall 2000  Water Restrictions imposed on garden water for 2 months preceding the completion of Faure Water Treatment Plant 1993 Water Restrictions  imposed preceding completion of Voëlvlei Dam and a severe drought 1971 - 1973 Restrictions imposed preceding construction of Wemmershoek Dam 1956 Restrictions imposed on garden watering for 2 months preceding completion of Steenbras 840 mm diameter pipeline 1949 Restrictions imposed due to insufficient summer supply. Supply frequently interrupted for up to 15 hours per day 1904 (- 1921) Summer restrictions imposed 1902 Report in press referring to daily suspensions of supply  1881 Waterworks Committee reports supply not equal to demand. Temporary suspensions. 1872 RESTRICTIONS IMPOSED YEAR/S
Storage Capacity 88.4 87.9 85.4 56.3 79.5 99.3   % STORAGE 679,335 675,015 656,113 432,875 610,762 763,162 768,300 TOTAL STORED 83.1 83.0 84.0 57.4 79.1 100.6 480,250 THEEWATERSKLOOF 100.0 99.6 83.3 56.7 76.2 99.4 164,122 VOELVLEI 101.5 96.5 102.2 101.7 101.3 99.6 31,767 STEENBRAS UPPER 94.3 92.2 94.1 85.8 96.3 84.6 33,517 STEENBRAS LOWER 89.0 87.4 89.0 55.3 70.6 96.8 58,644 WEMMERSHOEK Previous week16th October 06 2006 2005 2004 2003 2002 Ml   Previous week  % % % % % CAPACITY   BULK STORAGE DAM
Storage Capacity Min 26.3 % Max 60.3 % Winter Rainfall recover  ~ 40%
Surface water 75% 25% 313.35* 446.86 98.5* Grand Total 4 4 0.88% CMC Table Mountain Dams 0.5 0,5 0,1% CMC Land en Zeezicht Dam (From Lourens River) 1.85 1,85 0,4% CMC Simon’s Town: Lewis Gay Dam Kleinplaas Approx. yields Minor Sources 40 40 8.8% CMC Steenbras Upper and  Steenbras LowerDam 54 54 11.9% CMC Wemmershoek Dam 22.5 22,5 5% DWAF Palmiet River 70.5 105 23.2% DWAF Voëlvlei Dam 120 219 48.3% DWAF DWAF Theewaterskloof Dam/ Kleinplaas Dam M m 3 % Major Sources CCT Registered Usage FIRM YIELD* (1:50 YEAR) M m 3 APPROXIMATE % OF TOTAL SUPPLY REQUIREMENTS OWNED & OPERATED BY DAMS/RIVERS
Groundwater Not yet developed Table Mountain 6.64 Total 10 Not yet developed Newlands 18 Not yet developed Cape Flats 5 44 Atlantis 1.46%  of total resources Approx. 1.64 Not applicable Albion Spring % of Total Requirements Firm Yield (1:50 yr) Mm 3 /year No. of Boreholes Aquifer
Water Distribution
Consumption Summer 774 282394 TOTAL 865 315873 TOTAL 644 19301 JUNE 730 21908 JUNE 669 20737 MAY 780 24797 MAY 726 21767 APRIL 792 23772 APRIL 816 25287 MARCH 987 30598 MARCH 854 23904 FEBRUARY 1136 31805 FEBRUARY 860 26677 JANUARY  1048 32498 JANUARY  894 27722 DECEMBER 984 30493 DECEMBER 769 26069 NOVEMBER 1023 30705 NOVEMBER 766 23742 OCTOBER 829 25689 OCTOBER 787 23609 SEPTEMBER 716 21494 SEPTEMBER 707 21754 AUGUST 630 20338 AUGUST 704 21825 JULY  702 21776 JULY  Ml/day Ml 2004/2005 Ml/day Ml 2003/2004 DAILY  AVG. MONTH DAILY AVG. MONTH A: MONTHLY CONSUMPTION SUPPLY
Consumption Projection Losses
Unaccounted & Water losses Bulk water treatment Reticulation Leakages Metering Unbilled & illegal connections
Bulk water demand
Water supply Infrastructure
Future Bulk Water Resources Groundwater aquifers   Table Mountain Group Newlands Cape Flats Desalination Plant (Min 0,5Ml/day) Possible location:   V&A Waterfront  Greenpoint  Koeberg  Silwerstroom
Wastewater Infrastructure
Wastewater Infrastructure €  40.8  4 9.8 Hout Bay Outfall €  86.5  25.96 30 Green Point Outfall €  20.0  0.005 0.025 Groot Springfontein €  69.8  0.06 0.086 Philadelphia €  100.0  0.07 0.07 Klipheuwel €  100.0  0.03 0.03 Oudekraal €  70.0  0.21 0.3 Llandudno €  75.9  6.07 8 Wesfleur (Domestic) €  88.7  5.32 6 Wesfleur (Industrial) €  100.0  0.06 0.06 Millers Point €  38.4  1.73 4.5 Simons Town €  42.2  2.28 5.4 Melkbosstrand €  107.8  34.49 32 Potsdam €  65.6  9.19 14 Wildevoelvlei €  87.1  2.7 3.1 Gordons Bay €  65.4  37.26 57 Macassar €  81.4  48 59 Zandvliet €  97.2  53.08 54.6 Bellville €  72.1  8.65 12 Scottsdene €  45.8  8.02 17.5 Kraaifontein €  64.3  30.84 48 Mitchells Plain €  127.5  1.53 1.2 Parow €  88.6  26.58 30 Borcherds Quarry €  85.3  89.55 105 Athlone €  64.6  129.29 200 Cape Flats % Raw flow 2003/2004 Current Hydraulic Capacity (Ml/d) WWTW
WWTW Effluent Quality
Current and Potential Reuse of Treated Effluent   117,0 30,8 TOTAL 5,0 0,0 Zandvliet 5,0 0,0 Wildevoelvlei 5,0 0,3 Atlantis Wesfleur 3,0 0,3 Scottsdene 24,0 7,0 Potsdam 2,0 1,2 Parow 4,0 0,0 Mitchell’s Plain 2,0 2,0 Melkbosstrand 12,0 2,1 Macassar 3,0 1,4 Kraaifontein 2,0 0,5 Gordon’s Bay 14,0 4,5 Cape Flats 2,0 2,0 Borcherd’s Quarry 19,0 6,5 Bellville 15,0 3,0 Athlone Potential (Ml/day) Present (Ml/day) WWTW EFFLUENT RE-USE
Service Levels On-site Waterborne, Septic Tank or French Drain Full The provision of a  shared toilet (at a ratio of not more than 5 families per toilet)  which is safe, reliable, environmentally sound, easy to keep clean, provides privacy and protection against the weather, well ventilated, keeps smells to a minimum and prevents the entry and exit of flies and other disease-carrying pests Basic Partial access to sanitation Emergency No access to sanitation Inadequate SANITATION House connection Full The provision of potable water (usually through communal taps/standpipes)  within 200 metres  of a household at a ratio of not more than 25 households per tap (based on 25 litres per person/day  Basic Partial access to basic water supply Emergency No access to basic water supply Inadequate WATER Category
Service delivery 91,3 % 96,4 % % 762 000 805 000 No. Households with access to basic services 835 000 Estimated total no. of households Total 36,5 % 73,9 % % 42 000 85 000 No. Households with access to  basic services 91 % 95 % % A ccessible settlements with access to emergency services  or better (basic) 115 000 Estimated total no. of households Informal settlements 100 % 100 % % 720 000 720 000 No. Households with access to basic services 720 000 Estimated total no. of households Established areas Sanitation Water Measure Household group
Service Index
Current Situation Pitliners 282 Chemical 429 Container (100 l) 4.458 Water Borne (Pour and Full) 2.355 Dry Sanitation (incl Urine Diversion) 185 Porta Potties 521 Bucket (25 l) 2.880 Other 700 Actual Required Backlog 11.810 26.000 14.190 ERADICATION 21.810
Current Situation Pitliners 282 Chemical 429 Container (100 l) 4.458 Water Borne (Pour and Full) 2.355 Dry Sanitation (incl Urine Diversion) 185 Porta Potties 521 Bucket (25 l) 2.880 Other 700 Actual Required Backlog 11.810 26.000 14.190 ACCEPTABLE 10%
Factors affecting effective service delivery Settlements that are very dense No formal services close by Vandalism & blockages from community  No formal tracks to allow access for the cleaning and maintenance of services. Lack of education and awareness around proper use of water and sanitation and linked effect of health and hygiene

demand assessment informal settlements Cape Town

  • 1.
    Demand assessment &service delivery
  • 2.
  • 3.
    Water restrictions Restrictionsimposed due to low rainfall in the winters of 2003 and 2004 2004-2006 Water restrictions imposed for 10 months due to low winter rainfall 2000 Water Restrictions imposed on garden water for 2 months preceding the completion of Faure Water Treatment Plant 1993 Water Restrictions imposed preceding completion of Voëlvlei Dam and a severe drought 1971 - 1973 Restrictions imposed preceding construction of Wemmershoek Dam 1956 Restrictions imposed on garden watering for 2 months preceding completion of Steenbras 840 mm diameter pipeline 1949 Restrictions imposed due to insufficient summer supply. Supply frequently interrupted for up to 15 hours per day 1904 (- 1921) Summer restrictions imposed 1902 Report in press referring to daily suspensions of supply 1881 Waterworks Committee reports supply not equal to demand. Temporary suspensions. 1872 RESTRICTIONS IMPOSED YEAR/S
  • 4.
    Storage Capacity 88.487.9 85.4 56.3 79.5 99.3   % STORAGE 679,335 675,015 656,113 432,875 610,762 763,162 768,300 TOTAL STORED 83.1 83.0 84.0 57.4 79.1 100.6 480,250 THEEWATERSKLOOF 100.0 99.6 83.3 56.7 76.2 99.4 164,122 VOELVLEI 101.5 96.5 102.2 101.7 101.3 99.6 31,767 STEENBRAS UPPER 94.3 92.2 94.1 85.8 96.3 84.6 33,517 STEENBRAS LOWER 89.0 87.4 89.0 55.3 70.6 96.8 58,644 WEMMERSHOEK Previous week16th October 06 2006 2005 2004 2003 2002 Ml   Previous week % % % % % CAPACITY   BULK STORAGE DAM
  • 5.
    Storage Capacity Min26.3 % Max 60.3 % Winter Rainfall recover ~ 40%
  • 6.
    Surface water 75%25% 313.35* 446.86 98.5* Grand Total 4 4 0.88% CMC Table Mountain Dams 0.5 0,5 0,1% CMC Land en Zeezicht Dam (From Lourens River) 1.85 1,85 0,4% CMC Simon’s Town: Lewis Gay Dam Kleinplaas Approx. yields Minor Sources 40 40 8.8% CMC Steenbras Upper and Steenbras LowerDam 54 54 11.9% CMC Wemmershoek Dam 22.5 22,5 5% DWAF Palmiet River 70.5 105 23.2% DWAF Voëlvlei Dam 120 219 48.3% DWAF DWAF Theewaterskloof Dam/ Kleinplaas Dam M m 3 % Major Sources CCT Registered Usage FIRM YIELD* (1:50 YEAR) M m 3 APPROXIMATE % OF TOTAL SUPPLY REQUIREMENTS OWNED & OPERATED BY DAMS/RIVERS
  • 7.
    Groundwater Not yetdeveloped Table Mountain 6.64 Total 10 Not yet developed Newlands 18 Not yet developed Cape Flats 5 44 Atlantis 1.46% of total resources Approx. 1.64 Not applicable Albion Spring % of Total Requirements Firm Yield (1:50 yr) Mm 3 /year No. of Boreholes Aquifer
  • 8.
  • 9.
    Consumption Summer 774282394 TOTAL 865 315873 TOTAL 644 19301 JUNE 730 21908 JUNE 669 20737 MAY 780 24797 MAY 726 21767 APRIL 792 23772 APRIL 816 25287 MARCH 987 30598 MARCH 854 23904 FEBRUARY 1136 31805 FEBRUARY 860 26677 JANUARY 1048 32498 JANUARY 894 27722 DECEMBER 984 30493 DECEMBER 769 26069 NOVEMBER 1023 30705 NOVEMBER 766 23742 OCTOBER 829 25689 OCTOBER 787 23609 SEPTEMBER 716 21494 SEPTEMBER 707 21754 AUGUST 630 20338 AUGUST 704 21825 JULY 702 21776 JULY Ml/day Ml 2004/2005 Ml/day Ml 2003/2004 DAILY AVG. MONTH DAILY AVG. MONTH A: MONTHLY CONSUMPTION SUPPLY
  • 10.
  • 11.
    Unaccounted & Waterlosses Bulk water treatment Reticulation Leakages Metering Unbilled & illegal connections
  • 12.
  • 13.
  • 14.
    Future Bulk WaterResources Groundwater aquifers Table Mountain Group Newlands Cape Flats Desalination Plant (Min 0,5Ml/day) Possible location: V&A Waterfront Greenpoint Koeberg Silwerstroom
  • 15.
  • 16.
    Wastewater Infrastructure € 40.8 4 9.8 Hout Bay Outfall € 86.5 25.96 30 Green Point Outfall € 20.0 0.005 0.025 Groot Springfontein € 69.8 0.06 0.086 Philadelphia € 100.0 0.07 0.07 Klipheuwel € 100.0 0.03 0.03 Oudekraal € 70.0 0.21 0.3 Llandudno € 75.9 6.07 8 Wesfleur (Domestic) € 88.7 5.32 6 Wesfleur (Industrial) € 100.0 0.06 0.06 Millers Point € 38.4 1.73 4.5 Simons Town € 42.2 2.28 5.4 Melkbosstrand € 107.8 34.49 32 Potsdam € 65.6 9.19 14 Wildevoelvlei € 87.1 2.7 3.1 Gordons Bay € 65.4 37.26 57 Macassar € 81.4 48 59 Zandvliet € 97.2 53.08 54.6 Bellville € 72.1 8.65 12 Scottsdene € 45.8 8.02 17.5 Kraaifontein € 64.3 30.84 48 Mitchells Plain € 127.5 1.53 1.2 Parow € 88.6 26.58 30 Borcherds Quarry € 85.3 89.55 105 Athlone € 64.6 129.29 200 Cape Flats % Raw flow 2003/2004 Current Hydraulic Capacity (Ml/d) WWTW
  • 17.
  • 18.
    Current and PotentialReuse of Treated Effluent 117,0 30,8 TOTAL 5,0 0,0 Zandvliet 5,0 0,0 Wildevoelvlei 5,0 0,3 Atlantis Wesfleur 3,0 0,3 Scottsdene 24,0 7,0 Potsdam 2,0 1,2 Parow 4,0 0,0 Mitchell’s Plain 2,0 2,0 Melkbosstrand 12,0 2,1 Macassar 3,0 1,4 Kraaifontein 2,0 0,5 Gordon’s Bay 14,0 4,5 Cape Flats 2,0 2,0 Borcherd’s Quarry 19,0 6,5 Bellville 15,0 3,0 Athlone Potential (Ml/day) Present (Ml/day) WWTW EFFLUENT RE-USE
  • 19.
    Service Levels On-siteWaterborne, Septic Tank or French Drain Full The provision of a shared toilet (at a ratio of not more than 5 families per toilet) which is safe, reliable, environmentally sound, easy to keep clean, provides privacy and protection against the weather, well ventilated, keeps smells to a minimum and prevents the entry and exit of flies and other disease-carrying pests Basic Partial access to sanitation Emergency No access to sanitation Inadequate SANITATION House connection Full The provision of potable water (usually through communal taps/standpipes) within 200 metres of a household at a ratio of not more than 25 households per tap (based on 25 litres per person/day Basic Partial access to basic water supply Emergency No access to basic water supply Inadequate WATER Category
  • 20.
    Service delivery 91,3% 96,4 % % 762 000 805 000 No. Households with access to basic services 835 000 Estimated total no. of households Total 36,5 % 73,9 % % 42 000 85 000 No. Households with access to basic services 91 % 95 % % A ccessible settlements with access to emergency services or better (basic) 115 000 Estimated total no. of households Informal settlements 100 % 100 % % 720 000 720 000 No. Households with access to basic services 720 000 Estimated total no. of households Established areas Sanitation Water Measure Household group
  • 21.
  • 22.
    Current Situation Pitliners282 Chemical 429 Container (100 l) 4.458 Water Borne (Pour and Full) 2.355 Dry Sanitation (incl Urine Diversion) 185 Porta Potties 521 Bucket (25 l) 2.880 Other 700 Actual Required Backlog 11.810 26.000 14.190 ERADICATION 21.810
  • 23.
    Current Situation Pitliners282 Chemical 429 Container (100 l) 4.458 Water Borne (Pour and Full) 2.355 Dry Sanitation (incl Urine Diversion) 185 Porta Potties 521 Bucket (25 l) 2.880 Other 700 Actual Required Backlog 11.810 26.000 14.190 ACCEPTABLE 10%
  • 24.
    Factors affecting effectiveservice delivery Settlements that are very dense No formal services close by Vandalism & blockages from community No formal tracks to allow access for the cleaning and maintenance of services. Lack of education and awareness around proper use of water and sanitation and linked effect of health and hygiene