**4. LCI of municipal solid waste (MSW) management systems in Kosodrza, community of Ostrów**

The consumption of energy and fuels, water, chemicals and waste obtained from secondary data taken from integrated permit issued by Marshal of the Podkarpackie region in Rzeszów for the establishment of municipal services in Ostrów by entering the records concerning the waste landfill in Kosodrza is given in **Tables 1–4**, respectively.

The maximum amount of waste to be disposed of through storage during the year will be:


Total amount of waste accepted for processing in landfill recovery processes is:


### **4.1 The leachate process**

 The integrated permit was issued for the operation of installations for the disposal of nonhazardous and inert waste with the capacity to receive more


#### **Table 1.**

*Type of energy, water, chemicals, and fuels—landfill for waste other than hazardous and inert wastes with separate hazardous waste facilities containing asbestos in Kosodrza.* 

## *Municipal Solid Waste Management*


#### **Table 2.**

*Types and amount of waste to be stored during the year—waste other than hazardous (all values in Mg/year).* 


*Life Cycle Inventory (LCI) Modeling of Municipal Solid Waste (MSW) Management Systems… DOI: http://dx.doi.org/10.5772/intechopen.84347* 


#### **Table 3.**

 *Type and quantity of waste recovered during the year (Installation - Landfill for waste other than hazardous and inert wastes with separate hazardous waste facilities containing asbestos in Kozodrza - all values in Mg/year).* 



 *Note: The waste mentioned in No. from 1 to 18 will be generated as a result of processing in the installation for mechanical waste treatment, the waste mentioned in No. 19 will be generated as a result of processing in the installation for biological waste treatment, the waste mentioned in No. from 20 to 23 will be generated as a result of the operation of the large-size waste disassembly point, the waste mentioned in No. from 22 to 24 will be generated as a result of crushing construction debris, the waste mentioned in No. 25 will be generated as a result of the plant's ongoing operation (arising as part of its current operation, machinery and equipment) and the waste mentioned in No. from 26 to 31 will be generated in connection with maintaining the efficiency of installations for mechanical and biological waste treatment.* 

#### **Table 4.**

*Types and quantities of waste to be generated during the year and the source of waste generation (all values in Mg/year).* 

than 10 tonnes of waste per day and a total capacity of over 25,000 tonnes, with separate asbestos-containing hazardous waste units in Kosodrza, Ostrow commune (see **Figure 4**).

Description of the current installation and method of purification/pretreatment of the leachate in the landfill from the integrated permit is given below. The leachate process is performed in the two leachate tanks:


The ZRO1 leachate tank is used to retain leachate arising within the existing quarters No. 1–8; it can be used to pump out leachates from the ZRO2 reservoir, i.e., from quarters No. 9, 10, 11, and 12.

 Earth tank, insulated with 1.0 m thick, surface reinforced with a wreath and reinforced concrete grate, filled with openwork plates. The walls of the tank were made of grids made of reinforced concrete beams, 30 × 30 cm, creating grid structures over the bottom. Grill grates and slopes above the crown were secured with openwork concrete tiles 100 × 75 × 12.5 cm, on a geotextile with a weight of 400 g/m2 and densified ballast made of gravel material. The bottom of the tank is a 20-cm-thick reinforced concrete slab.

ZRO2 reservoir located in the north-western part of the land designated for the extension of the landfill in the resulting triangle between the existing quarters No. 8, the factory road to quarters No. 9–12 (e.g., **Figure 5**) and A1 and A2 and the area of the leachate treatment plant.

Terrain open tank protected escarpments and the bottom triangular in plan. The structure of the tank bottom and walls will be sealed with a 1.0 m thick layer, 1.5 mm thick foil and geotextile g = 400 g/m<sup>2</sup> , reinforced with a concrete construction.

 The ZRO2 tank is the main retention reservoir for leachate from quarters No. 9–12. The leachate from quarters No. 9–12 will flow gravitationally to the P6 pumping station, from where they will be pumped into the ZRO2 leachate retention reservoir.

*Life Cycle Inventory (LCI) Modeling of Municipal Solid Waste (MSW) Management Systems… DOI: http://dx.doi.org/10.5772/intechopen.84347* 

**Figure 5.**  *New quarter No. 12 (source: [18]).* 
