Krasnodar GRES Project Volume I11 Environmental Assessment
Krasnodar GRES Project Volume I11 Environmental Assessment Krasnodar GRES Project Volume I11 Environmental Assessment
Section '1 Sum 1 I, m BS I m 413. 6 0.0 20 70 F, m2 0 22.5 41 1.0 140 127. 5 4 1 1 . 5 1 8 0 2 0 7 5 . 2 409.9 30 410.5 80 27.5 3 4 5 Sum H, m BS 0, m3/s 410.0 410.5 41 1.0 41 1.5 410.0 410.5 41 1.0 411.5 409.5 410.0 410.5 41 1.0 411.5 411.5 412.0 412.5 413.0 H, m BS 100 140 40 70 110 150 30 80 130 170 20 700 730 800 860 409. 5 72.5 132. 5 27.5 72.5 137. 5 27.5 80 155 252. 5 730 1087 1469 1884 410. 0 hst. m 414.2 97.1 0.32 0.91 1.15 0.34 0.72 0.95 0.39 0.66 0.92 0.34 0.61 0.91 1.15 1.48 1.83 2.20 41.5 &st, 415.0 508 0.56 0.95 1.07 0.58 0.85 0.97 0.58 0.81 0.96 0.58 0.78 0.95 1.07 1.21 1.35 1.48 411.0 & i n 416.0 1476 0.04 411.5 417.0 2771 0.063 412.0 0.06 5 412. 5 Jhcl 0.03 5 0.0 6 0.06 7 C V, mls 9.9 0.3 5 14. 0.8 7 8 16. 1 .O 1 0 0.03 10. 0.3 6 2 6 0.05 13. 0.7 3 4 1 0.06 15. 0.9 1 0 1 0.03 10. 0.3 6 5 8 0.05 13. 0.6 1 1 7 0.0 14. 0.8 6 7 8 0.03 10. 0.3 6 2 7 0.0 12. 0.6 5 7 2 0.0 14. 0.8 6 1 5 0.0 16. 1 .O 7 1 8 0.07 17. 1.3 6 6 3 0.08 19. 1.6 5 1 2 0.09 20. 1.9 3 413- 0 4 0 Q, m3/s 8.0 112 208 10.0 51.5 120.6 10.5 48.6 121 10.2 49.6 132 273 1445 2380 3550 PAGE 4-23
Section 1 2 3 4 Sum i, m BS Q I m3/Fi 406.0 406.5 407.0 407.5 408.0 406.2 406.5 407.0 407.5 408.0 407,5 408.5 408.5 408.5 409.0 409.5 410.0 HI m BS Q, m3/ii A, m 0.0 5 50 50 80 80 - 100 110 120 150 170 50 120 490 550 650 740 900 406 .o 14. 3 F, m2 10.2 0 12.5 37.5 70.0 110 0 31.5 89 156. 5 236. 5 0 42.5 389 649 949 1296 1706 407, 0 78.0 hst, m 98.2 0.25 0.75 0.87 1.37 - 0.29 0.74 1.04 1.39 0.35 0.79 1.18 1.46 1.75 1.89 407.5 217 JZst, 442 0.5 0.87 0.93 1.17 0.54 0.86 1.02 1.18 0.59 0.89 1.09 1.20 1.32 1.37 408.0 303 i 722 0.004 408.5 720 & 1445 0.063 409.0 1167 n 2380 0.06 5 409. 5 2034 Jhcl 355 0 0.03 10. 0.3 8 4 9 0.05 14. 0.7 6 0 8 0.06 16. 1.1 8 4 1 0.07 17. 1.2 6 6 3 0.08 18. 1.5 3 8 6 0.08 19. 1.6 6 410. 0 3 5 283 1 C - V, m/s 0.03 9.2 0,2 2 9 0.05 13. 0.7 6 6 6 0.06 14. 0.8 0 3 6 0.07 17. 1.2 6 0 9 - - 0.03 9.6 0.3 5 4 0.05 13. 0.7 6 7 6 0.06 15. 1.0 6 3 1 0.07 19. 1.4 7 2 8 Q, m3/s 3.6 10.3 60.3 142 - - 10.7 68.0 157 238 16.5 303 720 1167 2024 2831 PAGE 4-24
- Page 29 and 30: 2.0 POLICY, LEGAL AND ADMINISTRATIV
- Page 31 and 32: 2.1.1 EIA Preparation, Review, and
- Page 33 and 34: e Regulations by the Russian Federa
- Page 35 and 36: * and 2.2.3 Occupational Health and
- Page 37 and 38: electromagnetic field intensities b
- Page 39 and 40: PH Contaminant or Parameter BOD Hea
- Page 41 and 42: TABLE 2.6 Electromagnetic Field Int
- Page 43 and 44: negligence or non-negligence; degre
- Page 45 and 46: e Odessa Declaration on the Black S
- Page 47 and 48: Environmental and workplace quality
- Page 49 and 50: consists of large gravel mixed with
- Page 51 and 52: 3.2.7 Water Source The source of op
- Page 53 and 54: standards in addition to any design
- Page 55 and 56: 3.3.4 Estimated Plant Emissions Air
- Page 57 and 58: Adding a new double-circuit 220 kV
- Page 59 and 60: The summer is hot and long (it begi
- Page 61 and 62: Notes: 1. Previous meteorological s
- Page 63 and 64: 4.1 .I .4 Annual and Seasonal Preci
- Page 65 and 66: Months I I I I I I IV V V I VII Vll
- Page 67 and 68: During rainfall and fog the western
- Page 69 and 70: Years 1979 1979 1980 1980 1980 1980
- Page 71 and 72: 4.1.3 Air Quality Impact by Nitroge
- Page 73 and 74: Appendices 8 and 9 are indicative o
- Page 75 and 76: River Laba Malaya Laba Point Doguzh
- Page 77 and 78: a steady low water level which can
- Page 79: i, Section F, ' 1 m BS m m2 1 41 4.
- Page 83 and 84: Table 4.21 Average Annual Water Dis
- Page 85 and 86: River Site La ba Kaladzhinskaya La
- Page 87 and 88: Dimensionality 8 % mln. m3 8 O h ml
- Page 89: Table 4.29 Chemical Composition of
- Page 92 and 93: Sampling Date 14.V 15.VI 2.8 20.V 2
- Page 94 and 95: Table 4.34 Recorded Disposals into
- Page 96 and 97: 4.2.2.2 Thickness and Occurrence of
- Page 98 and 99: 4.2.2.4 The Regions of Groundwater
- Page 100 and 101: 4.3. I. 1 Stratigraphy In the Cauca
- Page 102 and 103: * These An earthquake closest to th
- Page 104 and 105: a 4.3.1.4 Relief In a geomorphologi
- Page 106 and 107: 4.3.1.5 Mineralogy The deposits of
- Page 108 and 109: 4.3.1.8 Frozen-State Regime Climate
- Page 110 and 111: Humic-gley soil constitutes 17% and
- Page 112 and 113: a reaches In terms of humus horizon
- Page 114 and 115: @ In terms of the leaching extent,
- Page 116 and 117: Form of Use Arable land Perennial p
- Page 118 and 119: @ River Laba Malaya Laba 4.4.1 Land
- Page 120 and 121: Name Administration of Mostovskoy 1
- Page 122 and 123: N 1 2 3 4 5 6 7 8 9 10 11 12 13 14
- Page 124 and 125: a The average annual increase of pl
- Page 126 and 127: Data on record keeping of ungulate
- Page 128 and 129: divided into separate massifs by th
Section<br />
1<br />
2<br />
3<br />
4<br />
Sum<br />
i,<br />
m BS<br />
Q I<br />
m3/Fi<br />
406.0<br />
406.5<br />
407.0<br />
407.5<br />
408.0<br />
406.2<br />
406.5<br />
407.0<br />
407.5<br />
408.0<br />
407,5<br />
408.5<br />
408.5<br />
408.5<br />
409.0<br />
409.5<br />
410.0<br />
HI m<br />
BS<br />
Q,<br />
m3/ii<br />
A,<br />
m<br />
0.0<br />
5<br />
50<br />
50<br />
80<br />
80<br />
-<br />
100<br />
110<br />
120<br />
150<br />
170<br />
50<br />
120<br />
490<br />
550<br />
650<br />
740<br />
900<br />
406<br />
.o<br />
14.<br />
3<br />
F,<br />
m2<br />
10.2<br />
0<br />
12.5<br />
37.5<br />
70.0<br />
110<br />
0<br />
31.5<br />
89<br />
156.<br />
5<br />
236.<br />
5<br />
0<br />
42.5<br />
389<br />
649<br />
949<br />
1296<br />
1706<br />
407,<br />
0<br />
78.0<br />
hst,<br />
m<br />
98.2<br />
0.25<br />
0.75<br />
0.87<br />
1.37<br />
-<br />
0.29<br />
0.74<br />
1.04<br />
1.39<br />
0.35<br />
0.79<br />
1.18<br />
1.46<br />
1.75<br />
1.89<br />
407.5<br />
217<br />
JZst,<br />
442<br />
0.5<br />
0.87<br />
0.93<br />
1.17<br />
0.54<br />
0.86<br />
1.02<br />
1.18<br />
0.59<br />
0.89<br />
1.09<br />
1.20<br />
1.32<br />
1.37<br />
408.0<br />
303<br />
i<br />
722<br />
0.004<br />
408.5<br />
720<br />
&<br />
1445<br />
0.063<br />
409.0<br />
1167<br />
n<br />
2380<br />
0.06<br />
5<br />
409.<br />
5<br />
2034<br />
Jhcl<br />
355<br />
0<br />
0.03 10. 0.3<br />
8 4 9<br />
0.05 14. 0.7<br />
6 0 8<br />
0.06 16. 1.1<br />
8 4 1<br />
0.07 17. 1.2<br />
6 6 3<br />
0.08 18. 1.5<br />
3 8 6<br />
0.08 19. 1.6<br />
6<br />
410.<br />
0<br />
3 5<br />
283<br />
1<br />
C<br />
-<br />
V,<br />
m/s<br />
0.03 9.2 0,2<br />
2 9<br />
0.05 13. 0.7<br />
6 6 6<br />
0.06 14. 0.8<br />
0 3 6<br />
0.07 17. 1.2<br />
6 0 9<br />
- -<br />
0.03 9.6 0.3<br />
5 4<br />
0.05 13. 0.7<br />
6 7 6<br />
0.06 15. 1.0<br />
6 3 1<br />
0.07 19. 1.4<br />
7 2 8<br />
Q,<br />
m3/s<br />
3.6<br />
10.3<br />
60.3<br />
142<br />
- -<br />
10.7<br />
68.0<br />
157<br />
238<br />
16.5<br />
303<br />
720<br />
1167<br />
2024<br />
2831<br />
PAGE 4-24
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