Existing traffic conditions. Existing traffic conditions shall be measured and documented for all roadways and intersections in the study area. Existing traffic volumes for average daily traffic, peak highway hour(s) traffic, and peak development-generated hour(s) documentation shall be included in the report. Traffic counts are to be performed from 6:00 a.m. to 10:00 a.m. and from 3:00 p.m. to 7:00 p.m. Traffic count data shall not be more than one year old. Traffic counts shall be taken on a Tuesday, Wednesday, or Thursday of a nonholiday week. Traffic counts shall be taken during the school year. Traffic counts shall be collected during average volume conditions, during fair weather, and in consideration of any construction activities or special events which may be taking place in the area. Additional counts (conducted on a Saturday for a commercial development or residential development in close proximity to the commercial district or tourist attractions) may also be required in some cases. The Borough Engineer shall make such determinations. Traffic counts shall be submitted in electronic format to the Borough. Roadway characteristics shall be described and illustrated. Features to be addressed shall include lane configurations, geometry, signal timing, traffic control devices, posted speed limits, and sight distance limitations. Existing levels of service shall be calculated for all intersections and turning movements within the study area. This analysis will determine the adequacy of the existing roadway system to adequately serve the existing traffic demand. Roadways, intersections, or individual movements experiencing levels of service below C, and/or volume/capacity ratios greater than or equal to 1.0, shall be noted as deficient. A volume/capacity analysis based upon existing volumes shall be performed during the peak highway hour(s) and the peak development-generated hour(s) for all roadways and major intersections in the study area. Levels of service shall be determined for each location using the current edition of the Highway Capacity Manual methodology. All analysis must utilize highway capacity software, version 4.1e, or latest.