15. Displacement Avoid displacement as much Contractor and Throughout of people Project Manager construction as possible. phase Prompt and fair compensation of all the PAPs in full prior to beginning of construction works at the site.. Pre and post resettlement support. counseling‘s Financial education for the recipients of compensation funds. Identification and full resettlement assistance for vulnerable PAPs. Operational phase ESMP POTENTIAL MITIGATION MEASURES TIME COST IMPACT FRAME ESTIMATE Consider the installation Throughout O&M Water and soil pollution from leaks of Separate sewer systems the operation Budget and and sewage for domestic wastewater and phase storm water runoff in the overall overflow and leaks planning and design of new sewerage systems; When on-site sanitation systems where excreta are mixed with water predominate, consider use of small-diameter sewerage system to collect water effluent from septic systems or interceptor tanks; Limit the sewer depth where possible (e.g., by avoiding routes under streets with heavy traffic). For shallower sewers, small inspection chambers can be used in lieu of manholes; Use appropriate locally available materials for sewer construction. Spun concrete pipes can be appropriate in some circumstances but
15. Displacement of people Avoid displacement as much as possible. Prompt and fair compensation of all the PAPs in full prior to beginning of construction works at the site.. Pre and post resettlement counseling‘s support. Financial education for the recipients of compensation funds. Identification and full resettlement assistance for vulnerable PAPs. Contractor and Project Manager Throughout construction phase Operational phase ESMP POTENTIAL IMPACT MITIGATION MEASURES TIME FRAME COST ESTIMATE Water and soil pollution from leaks and sewage overflow and leaks Consider the installation of Separate sewer systems for domestic wastewater and storm water runoff in the overall planning and design of new sewerage systems; When on-site sanitation systems where excreta are mixed with water predominate, consider use of small-diameter sewerage system to collect water effluent from septic systems or interceptor tanks; Limit the sewer depth where possible (e.g., by avoiding routes under streets with heavy traffic). For shallower sewers, small inspection chambers can be used in lieu of manholes; Use appropriate locally available materials for sewer construction. Spun concrete pipes can be appropriate in some circumstances but and Throughout the operation phase O&M Budget
Environmental00uja0and0Thika0South.docx