|
Dumpsite Code
|
17
|
|
Person who conducted the survey
|
Prof. Dr. Theologos Mimidis
|
|
Date of the survey
|
24-2-2011
|
1
|
Name of dumpsite
|
Guneshli Khatai region
|
2
|
Coordinates
|
40 22 04,0
49 58 23,1
|
3
|
Settlements which use the dumpsite
|
Guneshli settlements
|
4
|
Municipality (-ies) or local authority (-ies) which use the dumpsite
|
Municipality of Khatai
|
5
|
General description of the situation in the dumpsite
|
Mainly bulky construction and demolition waste and brick waste. Inside the dumpsite old brick factory. Deposition in steep slopes
|
6
|
Total years of operation of the dumpsite
|
25 years
|
7
|
Date of initiation
|
1996
|
8
|
Date of closure
|
-
|
9
|
Years after closure (<15, 15< and <40, >40)
|
-
|
10
|
Area of dumpsite (in 1.000m2)
|
300 m x 100 m = 30,000 m2
|
11
|
Type of waste disposed (define with percentages)
|
60% construction and demolition, 25% domestic waste, 5% brick waste, 5% metallic waste, 5% vehicle waste and tires (I)
|
12
|
Municipal waste, wastewater treatment sludge, sewage water
|
Yes, no ,no
|
13
|
Inert and bulky
|
Yes
|
14
|
Green and agricultural
|
No
|
15
|
Medical waste, toxic waste, slaughter house waste
|
No
|
16
|
Other (describe)
|
5 – 10 m per month extension of the dumpsite
|
17
|
Total volume (m3)
|
30,000 m2 x 4 m = 120,000 m3
|
18
|
Total quantity (tn)
|
40,000 tn
|
19
|
Disposal method (describe: dispersion, incineration, compaction, temporary cover frequency)
|
By tracks at selected places of the site, dispersion, partial incineration, natural compaction due to overload by huge demolition blocks of reinforced concrete
|
20
|
Quantity of gas generated
|
Small quantities at places
|
21
|
Bedrock (main formation)
|
Limestone and sand (Quartenary), aquifer
|
22
|
Morphology of area (stream, valley, mountainside, level area, pit, quarry, other)
|
Ravine type valley with steep slopes
|
23
|
Hydraulic conductivity of capping (impermeable, moderate, free flow)
|
Impermeable
|
24
|
Hydraulic conductivity of bedrock (impermeable, moderate, free flow)
|
Free flow
|
25
|
Distance from the aquifer (>10m, 2-10m, <2m, in the aquifer)
|
< 2 m
|
26
|
Site Distance from:
|
I
|
27
|
Settlements, schools, working places
|
110m from multi-floor blocks of flats , 400m , 50m
|
28
|
Stream with permanent flow
|
No
|
29
|
Forest
|
No
|
30
|
Agricultural activities, pastures
|
No
|
31
|
Wells / boreholes
|
No
|
32
|
Sea shore
|
2.7 km
|
33
|
Other (describe)
|
Medicinal salt lake nearby
|
34
|
Existing infrastructure
|
Gas pipes, water pipes, electricity and generally good town infrastructure
|
35
|
Fencing
|
No
|
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
|
Yes
|
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)
|
< 100 mm
|
46
|
Stream flow (if applicable) through the site
|
|
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 with no use
|
49
|
Sensitivity of the receptor (low, medium, high)
|
High
|
50
|
Expected impacts on the environment (e.g. odours, pollution of receptors, fires etc)
|
High
|
51
|
Other information
|
Immediate closure and remediation
|