|
Dumpsite Code
|
57
|
|
Person who conducted the survey
|
Prof. Dr. Theologos Mimidis
|
|
Date of the survey
|
27/02/11
|
1
|
Name of dumpsite
|
Qala - Turkan along the road
|
2
|
Coordinates
|
40 25 34,4
50 10 38,3
|
3
|
Settlements which use the dumpsite
|
Khazar village
|
4
|
Municipality (-ies) or local authority (-ies) which use the dumpsite
|
Municipality of Khazar
|
5
|
General description of the situation in the dumpsite
|
On the top of an elevated area near an elongated artificial lake filled with formation oil waters
|
6
|
Total years of operation of the dumpsite
|
5
|
7
|
Date of initiation
|
2006
|
8
|
Date of closure
|
-
|
9
|
Years after closure (<15, 15< and <40, >40)
|
-
|
10
|
Area of dumpsite (in 1.000m2)
|
30 m x 200 m = 6,000 m2
|
11
|
Type of waste disposed (define with percentages)
|
10% construction waste, 90% household waste (M)
|
12
|
Municipal waste, wastewater treatment sludge, sewage water
|
Yes
|
13
|
Inert and bulky
|
No
|
14
|
Green and agricultural
|
Yes
|
15
|
Medical waste, toxic waste, slaughter house waste
|
No
|
16
|
Other (describe)
|
A big waste disposal site
|
17
|
Total volume (m3)
|
6,000m2 x 1m = 6,000 m3
|
18
|
Total quantity (tn)
|
2,000 tn
|
19
|
Disposal method (describe: dispersion, incineration, compaction, temporary cover frequency)
|
Dispersion
|
20
|
Quantity of gas generated
|
Medium
|
21
|
Bedrock (main formation)
|
Limestone, sands, Upper Pliocene (aquifer)
|
22
|
Morphology of area (stream, valley, mountainside, level area, pit, quarry, other)
|
Flat area nearby lake
|
23
|
Hydraulic conductivity of capping (impermeable, moderate, free flow)
|
-
|
24
|
Hydraulic conductivity of bedrock (impermeable, moderate, free flow)
|
Permeable
|
25
|
Distance from the aquifer (>10m, 2-10m, <2m, in the aquifer)
|
<2 m
|
26
|
Site Distance from:
|
S
|
27
|
Settlements, schools, working places
|
1.2 km , 2 km , 1.5 km
|
28
|
Stream with permanent flow
|
No
|
29
|
Forest
|
No
|
30
|
Agricultural activities, pastures
|
No, yes
|
31
|
Wells / boreholes
|
Khazar oil field with boreholes
|
32
|
Sea shore
|
8 km
|
33
|
Other (describe)
|
1.5 km from Ramana fortress and 150 m perpendicular distance from the elongated lake with 2.7 km
|
34
|
Existing infrastructure
|
No infrastructure
|
35
|
Fencing
|
Yes
|
36
|
Guard-house
|
No
|
37
|
Lining or collection of leachate
|
No
|
38
|
Fire safety measures - fire belt
|
No
|
39
|
Other (describe)
|
|
40
|
Nuisances and Hazards
|
No
|
41
|
Odors and dust
|
Yes
|
42
|
Wind blown materials
|
Yes
|
43
|
Birds, rats, vermin, insects
|
Yes
|
44
|
Fires
|
Yes
|
45
|
Rainfall values (<100mm, 100-200mm, >200mm)
|
0-100 mm
|
46
|
Stream flow (if applicable) through the site
|
No
|
47
|
Flood potential (1 in 10yrs, 1 in 50, 1 in 100)
|
1 in 50 yrs
|
48
|
Use of the receptor (no use, irrigation, drinking-recreation)
|
Aquifer not in use
|
49
|
Sensitivity of the receptor (low, medium, high)
|
Low
|
50
|
Expected impacts on the environment (e.g. odours, pollution of receptors, fires etc)
|
Medium
|
51
|
Other information
|
It has to be remediated
|
