PROJECT

CONTRACTING AUTHORITY

Municipality of Lamia

NAME OF PARTNERS

PERIOD

2008 - 2011COST OF THE PROJECT

LOCATION

LAMIA - GREECE

MATURATION STUDIES FOR THE SANITARY LANDFILL

SITE OF 9th WASTE MANAGEMENT SECTION IN

STEREA ELLADA REGION

Empeiria Consulting Engineers S.A.

Detailed description of the project

The projects’ purpose is the preparation of all relevant studies and other documentation which are required for the approval, funding andprocurement of municipal waste processing and disposal facilities, that will serve eleven (11) Municipalities and two (2) Communities inSterea Ellada Region.The permanent served population is 116.498 citizens and the average annual municipal waste production is 68.000 ton/year.

The proposed waste processing and disposal facilities of this specific Waste Management Section, according to the relevant Regional WasteManagement Plan of Sterea Ellada are: One sanitary landfill site with an annual capacity of 68.000t/y (average of years 2011 – 2030) and a total volume of 1.835.000 m3 Initially the municipal solid waste will be deposited in the landfill without any pre-treatment. After the construction of the new MBT Plantclose to the new landfill site, only residues will be deposited, thereby prolonging the landfills’ lifetime. A Mechanical - Biological Treatment Plant (MBT) which is proposed to be constructed close to the new landfill. More specifically, an area of35.000 m2 has been set aside beside the landfill basin for the intended construction of the new MBT Plant.One or two waste transfer stations which are not included in the contract objectives.

The specific projects’ objectives included the following:SITING STUDYIdentification and Evaluation of the most appropriate areas for the location of the sanitary landfill. Four (4) alternative sites have been identifENVIRONMENTAL IMPACT ASSESSMENT STUDYA detailed E.I.A. study was elaborated for the most appropriate site.FEASIBILITY STUDYThe Feasibility Study consists of a Technical Preliminary Design Study (which included Topographical Survey, Geotechnical Study, Geological/A) Landfill Site: • A Landfill basin for the municipal waste disposal with an area of 92.000 m2 and net volume 1.835.000 m3. • A Landfill sealing layer with geocomposite liner (0.50 m compacted clay with K≤ 1x10-9m/sec + 2.00mm geomembrane). • A Biogas collection network and biogas flaring station 1500Nm3/hr. • A Leachate collection and treatment system .• Administrative building, garage and other infrastructure works.• Mobile equipment (Truck, Compactor, Bulldozer). B) Waste Treatment Facilities: A Mechanical - Biological Treatment Plant (MBT) for treatment of mixed waste was designed on a conceptual level inside the landfill site in a

TENDER DOCUMENTS The tender documents were prepared according to Greek legislation, with the system called “Design – Build” which is equivalent with the FIDAPPLICATION FOR FUNDINGPreparation of application for project funding

Type of services provided

CONSULTANCY SERVICES for studies elaboration, including:• Siting Study• Environmental Impact Assessment Study• Feasibility Study which included:- Technical Preliminary Design Study - Cost Benefit Analysis Study• Tender documents• Application for project funding

ΥΠΟΜΝΗΜΑ ΧΩΡΟΥ ΕΠΕΞΕΡΓΑΣΙΑΣ ΣΤΡΑΓΓΙΣΜΑΤΩΝ

∆ΕΞΑΜΕΝΗ SBR2

∆ΕΞΑΜΕΝΗ ΠΡΟΣΩΡΙΝΗΣ ΑΠΟΘΗΚΕΥΣΗΣ

∆ΕΞΑΜΕΝΗ ΠΑΧΥΝΣΗΣ ΙΛΥΟΣ

ΣΥΓΚΡΟΤΗΜΑ ΦΥΣΙΚΟΧΗΜΙΚΗΣ ΕΠΕΞΕΡΓΑΣΙΑΣ

∆ΕΞΑΜΕΝΗ SBR1ΦΡΕΑΤΙΟ ΤΡΟΦΟ∆ΟΣΙΑΣ ΑΝΤΙΣΤΡΟΦΗΣ ΟΣΜΩΣΗΣ

ΜΟΝΑ∆Α ΑΝΤΙΣΤΡΟΦΗΣ ΟΣΜΩΣΗΣ

∆ΕΞΑΜΕΝΗ ΕΠΕΞΕΡΓΑΣΜΕΝΩΝ Υ∆ΑΤΩΝΚΤΙΡΙΟ ΕΝΕΡΓΕΙΑΣ

∆ΕΞΑΜΕΝΗ ΣΥΛΛΟΓΗΣ,ΕΞΙΣΟΡΡΟΠΗΣΗΣ ΚΑΙ ΑΠΟΘΗΚΕΥΣΗΣ ΣΤΡΑΓΓΙΣΜΑΤΩΝ

ΚΤΙΡΙΟ ΕΞΥΠΗΡΕΤΗΣΗΣ Ε.Ε.Σ.ΧΩΡΟΣ ΜΕΛΛΟNΤΙΚΗΣ ΕΠΕΚΤΑΣΗΣ

∆ΕΞΑΜΕΝΗ ΣΥΛΛΟΓΗΣ ΣΥΜΠΥΚΝΩΜΑΤΟΣ ΜΟΝΑ∆ΑΣ Α.Ο.

+379.15m

+382.35m

+384.00m

+369.70m

+361.35m

+337.55m

+306.60m+301.00m

+302.00m+309.55m

+332.40m

+355.45m

+368.50m

+353.75m

+345.90m

+322.00m+322.35m

+301.55m+301.60m

+294.50m+295.20m

+297.30m

+288.00

ΧΩΡΟΣ Ε.Ε.Σ.

+300.00

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7

1011

3

45 13

9 6

12

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ΕΠΙΠ Ε∆Ο ΚΤ ΙΡΙΑΚΩΝ ΕΓΚ/ΣΕΩΝ

14

1+050

1+100

1+150

1+200

1+250

1+300

1+350

1+400

1+450

1+500

1+550

1+600

1+650

1+700

1+750

1+800

1+850

1+900

1+950

1+000

0 +050

0+100

0+150

0+050

0+100

ΠΕΡΙΜΕΤΡΙΚΟΣ

ΑΝΑΒΑΘΜΟΣ

ΑΝΑΒΑΘΜΟΣ

A' ΦΑΣΗ

B' ΦΑΣΗ

+379.15m

+382.35m

+384.00m

+369.70m

+361.35m

+337.55m

+306.60m+301.00m

+302.00m+309.55m

+332.40m

+355.45m

+368.50m

+353.75m

+345.90m

+322.00m+322.35m

+301.55m+301.60m

+294.50m+295.20m

+297.30m

ΦΣΕΒ 1

ΦΣΕΒ

2

KF18

KF3

KF13

KF2

KF1

KF4

KF5

KF8

KF12

KF11

KF10

KF9

KF14

KF15

KF16

KF17KF19

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KF28

KF29

KF30

KF31

KF33

KF32

KF34

KF35

KF36

KF37

KF38

KF39

KF40KF41

KF42

KF43

KF44

KF45

KF46

KF47

KF48

KF49

KF7

KF6

ΣΤΑΘΜΟΣ ΠΑΡΑΓΩΓΗΣΕΝΕΡΓ ΕΙΑΣ 1 (Μ.Ε.Κ.)

ΣΤΑΘΜΟΣ ΠΑΡΑΓΩΓΗΣΕΝΕΡΓΕΙΑΣ 2 (Μ.Ε.Κ.)

ΜΟΝΑ∆Α ΡΑΦΙΝΑΡΙΣΜΑΤΟΣ

ΜΟΝΑ∆Α ΩΡΙΜΑΝΣΗΣ

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