Plan for Environmental Management Project- Reconstruction of access road from the village Manastirec TO WINERY Goce Delchev in the village Trstenik in the municipality Rosoman INTRODUCTION Development of a plan for environmental management is under the obligation provided by the Law on Environment (Official Gazette no. 53/05) and Decree-active activities and to compulsory prepares EMP, and is approved by the competent authority to perform professional affairs of the environment (Fig. Gazette of RM no. 80/2009). The purpose of the EMP is to assess the environmental impact of the activity subject to this EMP –Reconstruction the access road from the village to Manastirec Winery Goce Decev village Trstenik Municipality Rosoman. In preparing the EMP taken into consideration all the important issues of the environment relevant to a given subject, RELEASE air, water and soil, as well as the sectors on the environment - waste, noise, odors. EMP has been prepared based on data obtained from the operator of the activity, facts established on the ground, and used data from domestic and foreign literature. EMP is made in accordance with the form and content prescribed by the Regulations on the form and content (Official Gazette of RM no.50 / 09). Description of the site Rosoman is one of the smaller rural municipalities and is located in the central part of Macedonia. According apsolutnatanadmorska height, it is among one of the lowest Municipalities. Areas of the settlements are prevalent in Rosomanskoto Pole or in the lower reaches of the Black River, which runs right through the middle part of the municipality. There direction stretches northeast-southwest. The northeast bordering municipality Negotino, east, south and southeast with the Municipality of Kavadarci, the southwest municipality of Chaska and the northwest with the municipality Urban. Across central settlement Rosoman passes road R- 106 which, through Prilep and Bitola leads to Ohrid and to all communities there are local paved roads. Rosoman municipality consists of 10 settlements. All lowland except settlement Mrzen Oraovec, where the absolute altitude of 570 m. In the municipality, there are 4.141 citizens, of whom 3694 (89%) are Macedonians, 409 (10%) are Serbs etc.. The population density is 31 people per km, making it among the sparsely populated municipalities in Macedonia. Compared with 1994, the number of residents in the municipality decreased by 259 (5.9%). The total number of households is 1,284, ie each household 3.2 people alive. The total number of apartments is 1,663 respectively in each apartment living 2.5 inhabitants. In the central neighborhood Rosoman live 2.554 inhabitants, ie nearly 62% of the total population in the municipality. PROJECT DESCRIPTION 1. Introduction The subject of this project is the construction of a local road from village to village Trstenik Manastirec- Rosoman. The starting point is the exit of the village Trstenik, while the final is the entrance to the village Manastirec. Construction or modernization of this road would improved communication and the development of agriculture of the two settlements with the rest of the municipality. This would, it came to progressive economic development the entire region. 2. Basic and basis for preparation of Basis of preparation of this project is the design task set by The developer of the project, the Municipality of Rosoman. As substrates for defining the route, technical elements and solutions were used surveying the available substrates - situations in R 1: 2500. Due to the expiration of used substrates is exited the field and set a new built houses with their courtyards and entrances therein. They are shown in cross sections. just This marked the edges of the existing asphalt road could be the greatest extent possible to fit newly alignment. With computer processing and further recording substrates are upgraded to meet the needs of the project, which was developed at the level of Basic project. 3.Lokacija The route follows the existing dirt road as far as possible. The route is defined with a choice of fixed points determined based on the configuration terrain seen in situational substrates the ground made by the designer and representatives of the developer. 4.Tehnichki solutions 4.1.Horizontalno solution The horizontal resolution of the route defined by the routes and circular curves. Transitional curves are not applied because it is a way from the lowest rank low design speed of 40 (30) km / h. Horizontal elements-curves, which is constructed route provide minimal concessions from the existing route for its proper shape. It is contemplated that the design speed of 40 (30) km / h. The route begins with direction and tying the existing asphalt road from the village Trstenik. The end of the route also closing their directional tying the existing asphalt on a local road entrance to the village Manastirec. And in this connection is formed surface crossroad. Connection is made by duly rule. The entire route is applied 40 relevant horizontal curves whose radii ranging in the range of (15-800) m. .2.Vertikalno-leveled solution The vertical alignment of the route is defined by geometric elements within limit. The route is designed predominantly with existing time to reduce construction. It is projected to more than 40cm height with existing time almost the entire part of the route of reasons to avoid excavation and use stabilized soil. Avoiding excavation of reasons throughout the length of road was laid telephone cable at a depth of 80cm. The exact coordinates location of cable gone and therefore not shown in this Backgrounder project. There are also a minimum and maximum longitudinal inclination of this group on the road. The maximum longitudinal inclination applied is 5.88% and the maximum longitudinal slope of this range of time amounts to 15% according to the rules for design in exceptional situations and short sections. Minimum applied longitudinal slope is 0.30%. When defining the vertical alignment attention has been devoted to providing streamlined cross section, is approximately equalizer earth masses. The grade level is constructed of routes and curves dictated from above said condition. There are 29 vertical curves that are concave 17 and 13 convex vertical curves. Reserved are the minimum and maximum values whirl. The minimum applied vertical concave radius of curvature is 700m, and maximum 2000m. Maximized radius convex vertical curvature 1500m and minimal is 300m, which is within the allowed for this group of road. at withdrawal of leveling set a total of 13 vulnerabilities A.B.Cevasti F1000mm. Twisting the road was made about an axis and it is within the allowable values for this category of road. The minimum cross slope is 2.5%, and maximum cross slope is 5%. Surface intersection is determined leveled due to small height differences. They are annexed to this basic design called "Crossroads" 1. When defining the cross sections are taken into account the following elements: -kolovoz for two-way traffic two lanes 1x3,50 = 3,50 m -bankini 2h1,00 = 2,00 m total gauge: 5,50 m Based on the visual prospection of ground concluded that it comes to the field of third category. Thus it was found that shaping slopes in excavation and embankment will be carried out with a gradient of 1: 1.5. The two short sections only inclination of the slope of the excavation was designed 1: 1 for practical reasons. That’s all sections km1 + 545,14m to km1 + 625m and 475m + km2 to km2504,08m. 4.4. Drainage Reclamation of the road is made with longitudinal and cross fall of the road, gathering up water in earthen ditches and dropping it from lev side in the direction of growth changes to the recipient. Set a total of 13 vulnerabilities A.B.Cevasti F1000mm. Everybody diameter f1000m. In the calculation of quantities is envisaged position concrete pipes F400. It is scheduled to be installed at all entrances of arable land to have continuity and gutters not jeopardize the flow of water in them. The station km0 + 027,56m cross profile is provided concrete pipes F400 whose function is to take water from the right ditch across the road to the recipient. Not set pipe failure because it is a small amount of water from the short leg length of about 150m .__ The beginning of the route from the station km0 + 000m to km0 + 10,21m due to small width of the road for the fences yards individual houses, is set drainage ditch instead. The same is discharged into the ditch which through a concrete pipe F400mm exceeds the lev side of the road and is discharged into the recipient. At the end of the route from station km2 + 822,54m km2 + 877,00m to the right side because of the fence of the village cemetery in the village Manastirec set is not drainage ditch. The same is discharged into ditch through which A.B.pipe omission set the station km2 + 775,00m are drained to the recipient. At both places is set drainage has set atmospheric curb water to take to the ditch. The local time is designed so you are not penetrated by excavation but have only slightly uneven settlement.Telephone cable that extends along the entire route on protection with iron pipes with diameter F60. Road construction on the road is supposed experiential for this type of road and is: a wear layer of AB11 d = 4cm an upper base from BNS22 d = 6cm -tampons layer of scratch d = 30cm DESCRIPTION OF THE ENVIRONMENT ON THE LOCATION OF THE PROJECT • Municipality of Rosoman is located in the plains of the center of Macedonia called secondary CEL. Areas of the settlements are prevalent in Rosomanskoto Pole or in the lower reaches of the Black River, which runs right through the middle part of the municipality.