FEIR for Boitshepi Landfill Site .pdf - Zitholele.co.za
FEIR for Boitshepi Landfill Site .pdf - Zitholele.co.za FEIR for Boitshepi Landfill Site .pdf - Zitholele.co.za
89August 2010 8848Type ofImpactCumulativeResidualAlternative Significance Spatial Temporal Probability Rating31-31-3LOWMODERATEMODERATEIsolatedsitesStudysiteStudysitePermanent Very Likely 1.9 - LowPermanent Will occur 3.3- HighPermanent Will occur 3.3- High11.1.3 GroundwaterGroundwater Consulting Services (GCS) (1996) identified deep and shallow aquifersseparated by a less permeable clay layer. This was confirmed by EnviroXcellence (2008)during the drilling of boreholes BH1, BH2 and BH3.According to GCS (1996) report, boreholes BH2, BH3 and BH4 are probably covered by thewaste body. Borehole BH3 is reported as BH1 in the GCS report. However; for currentreporting, by the GAA specialist the numbering observed onsite as reported byEnviroXcellence is used.Shallow aquiferThis is a perched aquifer (at depth between 0 and 10m) reported to be present in boreholesBH1, BH2, B4a and B4b drilled in the south of the waste disposal site . This aquifer was notobserved in borehole BH3, drilled in the north of the waste site. The recorded blow out yieldof 0.1l/s was considered insufficient for test pumping by EnviroXcellence, 2008. According tothe GCS (1996) report, the shallow boreholes reported as BH1a, BH2a, BH3a and BH4a(
90August 2010 8848ran for 8.5 minutes. These aquifer parameters should be used with caution and it could beadvisable to confirm these parameters by means of slug testing.BoreholeIDTable 24: Deep aquifer hydraulic properties GCS (1996)Test Analysis Boreholeduration Method yields (l/sec)(minutes)Static waterlevel (mbgl)Transmissivity(m2/day)BH1 3.085 18 Cooper Jacob
- Page 54 and 55: August 2010 39 88486 TECHNOLOGY REV
- Page 56 and 57: August 2010 418848Figure 10: Boitsh
- Page 58 and 59: August 2010 4388487 BASELINE RECEIV
- Page 60 and 61: August 2010 458848• Soil depth;
- Page 62 and 63: 47August 2010 8848Figure 12: Soil T
- Page 64 and 65: August 2010 4988487.1.3 Drainage Fe
- Page 66 and 67: August 2010 518848Figure 15: Upper
- Page 68 and 69: 53August 2010 8848Figure 16: Topogr
- Page 70 and 71: August 2010 558848Soweto Highveld G
- Page 72 and 73: August 2010 578848Figure 18: Alien
- Page 74 and 75: 59August 2010 8848Species ListThe f
- Page 76 and 77: 61August 2010 8848Common Name Scien
- Page 78 and 79: 63August 2010 8848five decades ago
- Page 80 and 81: 65August 2010 8848steel industry, I
- Page 82 and 83: 67August 2010 88488 WASTE LICENSE A
- Page 84 and 85: 69August 2010 8848Waste disposal si
- Page 86 and 87: 71August 2010 8848Table 13 below il
- Page 88 and 89: 73August 2010 8848continue to monit
- Page 90 and 91: 75August 2010 88489 WASTE DISPOSAL
- Page 92 and 93: 77August 2010 88489.2.1 Extension o
- Page 94 and 95: 79August 2010 8848Figure 26: Site l
- Page 96 and 97: 81August 2010 884810 IMPACT ASSESSM
- Page 98 and 99: 83August 2010 884810.3 Duration Sca
- Page 100 and 101: 85August 2010 884811 IMPACT ASSESSM
- Page 102 and 103: 87August 2010 8848• Link the exte
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- Page 108 and 109: 93August 2010 884811.1.4 Surface wa
- Page 110 and 111: 95August 2010 8848seepage of ground
- Page 112 and 113: 97August 2010 8848Table 29: Impact
- Page 114 and 115: 99August 2010 8848Table 30: Impact
- Page 116 and 117: 101August 2010 8848• As a minimum
- Page 118 and 119: 103August 2010 8848Table 32: Impact
- Page 120 and 121: 105August 2010 8848material. Not on
- Page 122 and 123: 107August 2010 8848Safety• Access
- Page 124 and 125: 109August 2010 8848Type ofImpactCum
- Page 126 and 127: 111August 2010 884811.2.2 Topograph
- Page 128 and 129: 113August 2010 8848It is understood
- Page 130 and 131: 115August 2010 8848Additional Impac
- Page 132 and 133: 117August 2010 8848Cumulative Impac
- Page 134 and 135: 119August 2010 8848Additional Impac
- Page 136 and 137: 121August 2010 8848TrafficDuring th
- Page 138 and 139: 123August 2010 884811.3 Decommissio
- Page 140 and 141: 125August 2010 884811.3.3 Groundwat
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- Page 144 and 145: 129August 2010 8848Additional Impac
- Page 146 and 147: 131August 2010 8848Additional Impac
- Page 148 and 149: 133August 2010 8848Table 53: Impact
- Page 150 and 151: 135August 2010 884812.1.1 Preferred
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90August 2010 8848ran <strong>for</strong> 8.5 minutes. These aquifer parameters should be used with caution and it <strong>co</strong>uld beadvisable to <strong>co</strong>nfirm these parameters by means of slug testing.BoreholeIDTable 24: Deep aquifer hydraulic properties GCS (1996)Test Analysis Boreholeduration Method yields (l/sec)(minutes)Static waterlevel (mbgl)Transmissivity(m2/day)BH1 3.085 18 Cooper Ja<strong>co</strong>b