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A summary of the Project Drainage Area (PDA) is as shown in Table 1 below: <br />TABLE 1 -- TOTAL PROJECT DRAINAGE AREA <br />Area <br />Description <br />Proposed Surface <br />ID SF Ac <br />Existing School Property Area <br />New NW Parking Lot Access from 127th PL SE & <br />New & Replaced <br />New Entry from SR-527 <br />Surface/Grading <br />'A <br />71,683 <br />1.65 <br />Restriping, Sidewalk & <br />Curbing in West & <br />Remaining School Property Area Excluding Area B3 <br />South Parking Lots <br />C <br />412,003 <br />9.46 <br />483,686 <br />11.10 <br />Area Outside Lot 7 Property Lines & within School <br />New & Replaced <br />Property <br />Surface/Grading <br />B3 <br />2,276 <br />1 0.05 <br />485,962 <br />11.16 <br />Future Lot 7 Area <br />Lot 7 To Be Acquired by EPS for Access from 129th <br />Place SE <br />New & Replaced <br />B <br />10,131 <br />0.23 <br />Area Outside Lot 7 Property Lines w/in ROW <br />New & Replaced <br />B2 <br />1,509 <br />0.03 <br />11,640 <br />0.27 <br />Total Project Drainage Area (PDA) <br />497,602 <br />11.42 <br />1. Per Area Takeoff Calculations 11/25/02 <br />Existing Offsite and Site Discharges <br />❖ Offsite — Offsite flows from upstream areas to the south pass through the School <br />Property via an existing 12-inch pipe under the playfields to the North. See Section <br />3 — Upstream Analysis for detailed description of these conditions. <br />❖ Northwest — The western half of the School Property site discharges via catch basins <br />and sheet flow into the SR-527 conveyance system. See Section 4 — Downstream <br />Analysis <br />❖ Northeast — The eastern half of the School Property and Lot 7 Area discharges via <br />catch basins, sheet flow and subdrainage to a 12-inch pipe at the north property'line <br />that extends through the Hershclip subdivision to an existing detention pond. <br />Targeted Drainage Report for Everett Public Schools Section 2 — Risk & Erosion Control <br />Silver Lake Elementary Parking Lot Expansion January 6, 2003 <br />By: Perteet Engineering Page 3 of 7 <br />