HEADING PAGE - port of ploce authority * welcome

More documents

Recommendations

Info

ENVIRONMENTAL IMPACT STUDY Rn: 03-033 CONTAINER TERMINAL PLOCE PAGE:56/8 Cu, mg/kg S.T. Pb, mg/kg S.T. Zn, mg/kg S.T. Ni, mg/kg S.T. Cd, mg/kg S.T. Cr, mg/kg S.T. Hg, mg/kg S.T. 160 140 120 100 80 60 40 20 0 140 120 100 80 60 40 20 0 700 600 500 400 300 200 100 0 140 120 100 80 60 40 20 1,2 1 0,8 0,6 0,4 0,2 0 0 350 300 250 200 150 100 50 0 1,4 1,2 1 0,8 0,6 0,4 0,2 0 PLOCE N I. N II. EU I. EU II. PLOCE N I. N II. EU I. EU II. PLOCE N I. N II. EU I. EU II. PLOCE N I. N II. EU I. EU II. EU III. PLOCE N I. N II. EU I. EU II. PLOCE N I. N II. EU I. EU II. PLOCE N I. N II. EU I. EU II. EU III. Fig. 2. Maximum set concentrations in sediment of the Port of Ploce, limit values for single class within standard applied in Norway and criterion being under EU consideration RIJEKAPROJEKT d.o.o.
ENVIRONMENTAL IMPACT STUDY Rn: 03-033 CONTAINER TERMINAL PLOCE PAGE:56/9 By comparing the set maximum values of single contaminants in sediment provided for dredging in the Port of Ploce under EU criteria, being still under consideration, the implication is as follows: - Only cadmium concentration meet the class 1 - Total oil, cooper, zinc, lead, chromium and nickel concentrations meet the limit values for the class 2 - Mercury concentration exceeds the limit value for the class 2 by more then 50% The same proposal defines the limit values for PCB and PAH just for the class 3: for PCB this is 0.03 mg/kg dry weight and for PAH 1.0 mg/kg dry weight. We have already mentioned that there is no evidence of PCB presence in examined sediments (detection limit 0.25 µg/kg). For this parameter the PAH concentration are lower then the limit values by two orders of magnitude. Maximum metal concentration set in sediment of the Port of Ploce and limit values of single contaminant and sediment class according to the Norwegian standard and criterion being under EU consideration are given parallel in order to have an easy reference to the shown on the Fig. 2. It can be concluded that sediment in the Port of Ploce can be classified in the class 2, i.e. poorly contaminated sediments. In addition, the comparison of concentration examined hazardous substances with reference concentrations for the Adriatic area indicates to poorly contaminated sediment. Sediments of such characteristics may be deposit in the sea on specifically determined territorial sea area outside of the coastal zone, i.e. on depth deeper then 30 m. Estimate of Contaminant from Sediment It is planned to use dredged material to embank quays. In respect to dredging technology with which sediment when extracting shall be mixed with specific water amount (app. 40 % sediment and app. 60 % water) water shall be leached from material deposited in land. For this reason, the leaching test for contaminants from sediment has been carried out. The surface sediment layer PLS01, proved as the most contaminated has been selected for testing. The leaching test has been carried out according to the standard EN 12457 for granulated waste and sludge. Tested material has been mixed with water in proportion 1: 10. Following parameters has been determined in water portion of the sediment containing desorbed, dispersed and dissolved substances from the sample of tested material: pH, electrical conductivity, phenols, and metals: Cu, Pb, Zn, Ni, Cd, Cr and Hg. The table 6 shows the testing results. In addition, the same Table shows limit values for waste eluates that may, according to the Regulations on Waste Treatment Conditions (Official Gazette No. 123/1997 and 112/2001), be deposited in landfills and limit values for hazardous substances that may, according to Regulations on Limit Values of Indicators of Hazardous and Other Substances in Waste Water (Official Gazette 40/1999 and 6/2001), be discharged into the sea. RIJEKAPROJEKT d.o.o.
Page 1 and 2:
OBALA 4 OBALA 3 60 000 DWT 50 000 D
Page 5 and 6:
ENVIRONMENTAL IMPACT STUDY Rn: 03-0
Page 7 and 8:
Page 9 and 10:
Page 11 and 12:
Page 13 and 14:
Page 15 and 16:
Page 17 and 18:
Page 19 and 20:
Page 21 and 22:
A1. PURPOSE OF PROJECT CONSTRUCTION
Page 23 and 24:
A1. PURPOSE OF PROJECT CONSTRUCTION
Page 25 and 26:
Page 27 and 28:
Page 29 and 30:
Page 31 and 32:
Page 33 and 34:
Page 35 and 36:
Page 37 and 38:
Page 39 and 40:
Page 41:
SL. 4
Page 47 and 48:
Page 51 and 52:
Page 53 and 54:
Page 55 and 56:
Page 57 and 58:
Page 59 and 60:
Page 61 and 62:
Page 63 and 64: ENVIRONMENTAL IMPACT STUDY Rn: 03-0
Page 67 and 68: HEIGHT OF SEA LEVEL (m) HEIGHT OF S
Page 113: ENVIRONMENTAL IMPACT STUDY Rn: 03-0
Page 129 and 130: m o r e m o r e QUAY (OBALA) 5 m o
Page 147 and 148: 60 000 DWT 50 000 DWT l=290,0m b=32
Page 165 and 166:
Page 167 and 168:
Page 169 and 170:
Page 171 and 172:
Page 173 and 174:
Page 175 and 176:
Page 177 and 178:
Page 179 and 180:
Page 181 and 182:
Page 183 and 184:
Page 185 and 186:
Page 187 and 188:
Page 189 and 190:
Page 191 and 192:
Page 193 and 194:
Page 195 and 196:
Page 197 and 198:
Page 199 and 200:
Page 201 and 202:
Page 203 and 204:
Page 205 and 206:
A B C D SLUICE (ZAPORNICA) SLUICE (
Page 207 and 208:
Page 209 and 210:
Page 211 and 212:
Page 213 and 214:
IRANA PLANIRANI 50 000 DWT l=290,0m
Page 215 and 216:
Page 217 and 218:
Page 219 and 220:
Page 221 and 222:
Page 223 and 224:
Page 225 and 226:
Page 227 and 228:
Page 229 and 230:
Page 231 and 232:
Page 233 and 234:
Page 235 and 236:
PLANIRANI PLANIRANA PLANIRANI OBALA
Page 237 and 238:
Page 239 and 240:
KV 2 PLS-02 KV 1 PL-02 SOK 1 PLS-01
Page 241 and 242:
Page 243 and 244:
Page 245 and 246:
show all

HEADING PAGE - port of ploce authority * welcome

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?