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Form-1 & Terms of Reference ANALYSIS of ALTERNATIVES The Construction of 4 Lane with Paved Shoulder Expressway of NH configuration from Km.0.000 to Km.75.079 in Ananthapuramu District and from Km.75.079 to Km.155.160 in Kurnool District and Form-1 & from Km.155.160 to Km.282.12 & from Km.303.350 to Km.324.700 in Prakasam district and from Terms of Km282.120 to Km.303.350 & from Km 324.700 & Km.385.327. Access Controlled Green Field Reference Expressway from New Capital City Amaravathi to Ananthapuramu for building, maintenance and operation in state of Andhra Pradesh – NH-544F is the assigned NH number. ANALYSIS OF ALTERNATIVES The proposed project stretch is a single stretch from Ananthapuramu to Amaravathi alignment. For the alignment three possible options for development are suggested. The purpose of this chapter is to identify an Environmentally feasible alignment for 4/6 lane expressway between Amaravthi to Ananthapuramu. The assessment of Alternative alignment for the proposed expressway is very challenging task due to presence of Wildlife Sanctuaries, reserve forests, towns, villages, water bodies, homestead, agriculture lands, non-agriculture areas, built- up areas, Tin sheds etc. In order to choose the best alignment various alternatives were analysed using Environmental Impact Assessment Decision Support System (EIADSS). The EIADSS analysis of the same is explained in detail in successive sections. Alternative Analysis Using EIADSS Alternative analysis was done using Environmental Impact Assessment Decision Support System (EIADSS). The alternative analysis is mainly aimed to mitigate the adverse social & environmental impacts in the project and make technically feasible and economic & financially viable alternative. The EIADSS system assists decision-makers to opt for Alternative Routes in Railways /Highway projects. The criteria used for comparing the project alternative routes are not limited to the impacts of the project on the physical environment such as natural resources and biological life, but also include the impacts on socioeconomics, political affairs as well as financial and economics. Thus, method is flexible enough to account for the user’s preferences in weighing the main categories of impacts criteria. The first step behind the conceptual basis of the EIADSS was to identify the environmental criteria that are susceptible to change due to proposed project construction or operation, and then categorize these criteria under main headings. The physical factors that were known to be responsible for changing the criteria conditions were then identified. All the possible conditions of these factors were determined and compiled in a questionnaire. The Impact criteria are mainly categorized in to five groups (viz. Natural Resource Impacts, Ecological Impacts, Socio- Economic Impacts, Political Impacts, and Financial & Economic Impacts). The weightage percentage could be finalized using Data Capturing Instrument (DCI) and for the proposed road connectivity project of this nature, the weightage percentage is as follows. Construction of 4 Lane with Paved Shoulder Expressway of NH configuration from Km.0.000 to Km.75.079 in Ananthapuramu District and from Km.75.079 to Km.155.160 in Kurnool District and Form-1 & from Km.155.160 to Km.282.12 & from Km.303.350 to Km.324.700 in Prakasam district and from Terms of Km282.120 to Km.303.350 & from Km 324.700 & Km.385.327. Access Controlled Green Field Reference Expressway from New Capital City Amaravathi to Ananthapuramu for building, maintenance and operation in state of Andhra Pradesh – NH-544F is the assigned NH number. Weighted Sl. No. Environmental category/group Percentage 1 Natural Resource Impacts 15 2. Ecological impacts 30 3. Socio-Economic Impacts 15 4. Political Impacts 15 5. Financial & Economic Impacts 25 Total 100 Each group again is sub-divided into different environmental aspects, which will be evaluated using ‘Environment Impact Score’ instrument, which is given in Table below. Table : Environmental Impact Score Instrument Sl No. Description Points 1 No Occurrence 10 2 No adverse impacts 9-6 3 Negligible impact (low impact & low probability of occurrence) 5-1 Minor Impact (abnormal conditions which causes breach to statutory 4 (-)1 to (-)3 regulations, effect and probability of occurrence are low) Significant Impact (the activity has an effect under normal 5 operating conditions and leading to breach of the statutory (-)4 to (-)6 regulations. Effects and probability of occurrence are moderate) Major Impact (the activity has a major effect under regular 6 (-)7 to operating conditions and leading to major breach of the statutory (-)10 regulations. Effects and probability of occurrence are extensive) The score of environmental aspects of each group was evaluated by using the ‘Environment Impact Score Instrument’. The expected positive and negative Construction of 4 Lane with Paved Shoulder Expressway of NH configuration from Km.0.000 to Km.75.079 in Ananthapuramu District and from Km.75.079 to Km.155.160 in Kurnool District and Form-1 & from Km.155.160 to Km.282.12 & from Km.303.350 to Km.324.700 in Prakasam district and from Terms of Km282.120 to Km.303.350 & from Km 324.700 & Km.385.327. Access Controlled Green Field Reference Expressway from New Capital City Amaravathi to Ananthapuramu for building, maintenance and operation in state of Andhra Pradesh – NH-544F is the assigned NH number. impacts to be relatively associated with the different factors and conditions were integrated in the EIADSS worksheets and the overall impact for the project alternative was calculated. Based on the highest marks scored, the project alternative shall be finalized. The three options for the alignment of Anantapur to Amaravathi are depicted from Figure 1 to 3. Construction of 4 Lane with Paved Shoulder Expressway of NH configuration from Km.0.000 to Km.75.079 in Ananthapuramu District and from Km.75.079 to Km.155.160 in Kurnool District and from Km.155.160 to Km.282.12 & from Km.303.350 to Km.324.700 in Prakasam Form-1 & district and from Km282.120 to Km.303.350 & from Km 324.700 & Km.385.327. Access Controlled Green Field Expressway from New Capital Terms of City Amaravathi to Ananthapuramu for building, maintenance and operation in state of Andhra Pradesh – NH-544F is the assigned NH Reference number. Figure-1: Option-1 for the alignment Construction of 4 Lane with Paved Shoulder Expressway of NH configuration from Km.0.000 to Km.75.079 in Ananthapuramu District and from Km.75.079 to Km.155.160 in Kurnool District and from Km.155.160 to Km.282.12 & from Km.303.350 to Km.324.700 in Prakasam Form-1 & district and from Km282.120 to Km.303.350 & from Km 324.700 & Km.385.327. Access Controlled Green Field Expressway from New Capital Terms of City Amaravathi to Ananthapuramu for building, maintenance and operation in state of Andhra Pradesh – NH-544F is the assigned NH Reference number. Figure-2: Option-2 for the alignment Construction of 4 Lane with Paved Shoulder Expressway of NH configuration from Km.0.000 to Km.75.079 in Ananthapuramu District and from Km.75.079 to Km.155.160 in Kurnool District and from Km.155.160 to Km.282.12 & from Km.303.350 to Km.324.700 in Prakasam Form-1 & district and from Km282.120 to Km.303.350 & from Km 324.700 & Km.385.327. Access Controlled Green Field Expressway from New Capital Terms of City Amaravathi to Ananthapuramu for building, maintenance and operation in state of Andhra Pradesh – NH-544F is the assigned NH Reference number. Figure-3: Option-3 for the alignment Construction of 4 Lane with Paved Shoulder Expressway of NH configuration from Km.0.000 to Km.75.079 in Ananthapuramu District and from Km.75.079 to Km.155.160 in Kurnool District and Form-1 & from Km.155.160 to Km.282.12 & from Km.303.350 to Km.324.700 in Prakasam district and from Terms of Km282.120 to Km.303.350 & from Km 324.700 & Km.385.327. Access Controlled Green Field Reference Expressway from New Capital City Amaravathi to Ananthapuramu for building, maintenance and operation in state of Andhra Pradesh – NH-544F is the assigned NH number. 10.4.2 Selection of Sustainable Alternative Route for the Project The expressway from Ananthapuramu to Amaravati is absolutely a new proposal. To identify feasible alternative, three alternatives routes were studied for the alignment. The detailed descriptions of the alternatives identified for each alignment is discussed in the following Table. Table : Basic Criteria Considered for Evaluating the Alternative Routes from Ananthapuramu to Amaravathi S. No Parameter Option I Option II Option III 1 Length (km) 385.327 374.813 393.302 2 Tunnel (km) 9.41 20.42 28.958 Length of Major 3 3.215 1.8252 4.893 bridges (Km) 4 Forests (Km) 31.635 52.02 60.949 5 Terrain Rolling & Hilly Rolling & Hilly Rolling & Hilly terrain terrain terrain 6 Nature of Land use Barren & Barren & Barren & Agriculture Agriculture Agriculture Anantapuramu, Anantapuramu, Anantapuramu, 7 Districts Kurnool, Prakasam & Kurnool, Prakasam & Kadapa, Prakasam & Guntur Guntur Guntur 8 Travel time from Amravati to Bangalore 6.5 6.5 7 via Anantapur 9 Attracts traffic going Attracts traffic going May not attract traffic towards Bangalore towards Bangalore as options I and II as from North east from North east the alignment is more districts of AP, districts of AP, in length and travel Vijayawada, Guntur, Vijayawada, Guntur, time is high Traffic growth Part of Prakasam, Part of Prakasam, Khammam, Nalgonda Khammam, Nalgonda and Kurnool districts and Kurnool districts Construction of 4 Lane with Paved Shoulder Expressway of NH configuration from Km.0.000 to Km.75.079 in Ananthapuramu District and from Km.75.079 to Km.155.160 in Kurnool District and Form-1 & from Km.155.160 to Km.282.12 & from Km.303.350 to Km.324.700 in Prakasam district and from Terms of Km282.120 to Km.303.350 & from Km 324.700 & Km.385.327.
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