Abagold WEC BAR - Anchor Environmental

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these dam walls is estimated to take 4 months for the pilot WEC.Mechanical andelectricalinstallationsThe pre-cast units of the slot-slope wall will be stacked in seven layers on topof the concrete base using a crane. Each unit of the wall will have alignmentridges and slots to allow for accurate placement and to ensure that the dam iswater tight. The side wall of each unit will have a matching hollow throughwhich galvanized rods will be placed. This hollow will then be filled withconcrete, securing the units together and to the base. It is anticipated thatthe placement of units will take place over 8 months for the pilot WEC and 9months for the main WEC.The mechanical (turbines) and electrical installations will take place duringthe last three months of construction for both the pilot and main WECs.Pump assistance pond constructionConstruction of the pump assistance pond will commence once the side walls of the pilot WEC havebeen constructed (estimated to be 10 months after construction commences). The site will beestablished over one month in the same manner as for the WECs. The base of the slot-slope wall willalso be constructed in a modular fashion using the steel frame and shuttering beams. The slot-slopewall will also comprise seven layers of pre-cast units to be stacked above mean sea level. The totalestimated construction time for the pump assistance pond is 8 months.Effluent turbine constructionThe manufacturing and construction of the effluent turbine will commence at the same time as thatof the Pilot WEC and will extend over six months. Onsite activities during the first two months willinclude site establishment and the removal of existing filling around the turbine housing. Theturbine housing and inlet and outlet channels and manifolds will be constructed during the third andfourth months.25
FIGURE 3: CONFIGURATION OF PRE-CAST UNITS OF THE SL OT-SLOPE WEC26
Page 1: PROPOSED CONSTRUCTION AND OPERATION
Page 4 and 5: PROJECT INFORMATIONTITLEAPPLICANTEN
Page 6 and 7: Project Consultant: Anchor Environm
Page 8 and 9: DETAILS OF SPECIALIST AND DECLARATI
Page 10 and 11: I realise that a false declaration
Page 12 and 13: The proposed development triggers t
Page 14 and 15: within the pond to mean sea level.
Page 16 and 17: Potential ImpactStatusAlternative1A
Page 18 and 19: ock to split apart. The cartridges
Page 20 and 21: TABLE OF CONTENTSSECTION A: ACTIVIT
Page 22 and 23: SECTION A: ACTIVITY INFORMATIONHas
Page 24 and 25: level and will be constructed of se
Page 28 and 29: FIGURE 4: METAL FRAME, SHUTTERING B
Page 30 and 31: FIGURE 6: LAYOUT OF THE PROPOSED SL
Page 32 and 33: 9. ACTIVITY MOTIVATION9(a)Socio-eco
Page 34 and 35: applicant will apply for a lease in
Page 36 and 37: 10. APPLICABLE LEGISLATION, POLICIE
Page 38 and 39: 13. ENERGY EFFICIENCYDescribe the d
Page 40 and 41: Erf 248. Hermanus New Harbour. (Lea
Page 42 and 43: 5. LAND USE CHARACTER OF SURROUNDIN
Page 44 and 45: SECTION C: PUBLIC PARTICIPATION1. A
Page 46 and 47: The draft Basic Assessment Report (
Page 48 and 49: 5. COMMENTS AND RESPONSE REPORTA fu
Page 50 and 51: SECTION D: IMPACT ASSESSMENTThe ass
Page 52 and 53: 2. IMPACTS THAT MAY RESULT FROM THE
Page 54 and 55: A.2. POTENTIAL IMPACTS TO MARINE BI
Page 56 and 57: A.3. POTENTIAL IMPACTS TO MARINE BI
Page 58 and 59: quickly to produce high volumes of
Page 60 and 61: 1985), while others, including seab
Page 62 and 63: StatusExtentDurationIntensityProbab
Page 66 and 67: Cumulative impact withmitigationSig
Page 70 and 71: detailed wave modelling study only
Page 72 and 73: Probability ofoccurrence withmitiga
Page 74 and 75: during both the construction and op
Page 76 and 77:
timing of any casting or blasting a
Page 78:
SECTION F: APPENDICESAppendix A: Si
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Abagold WEC BAR - Anchor Environmental

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