Prior Resolutions of Approval submission

4. The storm sewer pipe must be videotaped from the existing basin on the east side of the Subject Property to Northfield Avenue to determine the condition of this pipe. Repair any damage or defects in this storm sewer. 5. The existing roof drains at the existing field house are to be connected to the storm sewer system. 6. Add an inlet near the caretaker house to minimize Subject Property runoff from flowing onto the Shillelagh Club and adjacent residential homes and connect it to the existing storm sewer west of the practice field. 7. Revise the detention/bio-retention basin grading to show graded accesses into each basin. 8. Modify the sequence of construction to provide additional procedures for the bio-retention basin to reduce/prevent impacts during construction on its ultimate operation. 3. The site plan must denote which storm drain structures are oversized and details provided accordingly. 10. Add subbase outlet drains to Inlets 206, 207, 208, 209 and 210 to pick up any subsurface water flow. fa Revise the plans to change the perforated HDPE pipe to solid HDPE pipe from Inlet 311 to Inlet 313 and add sub base outlet drains at each of these three (3) inlets. Trench to be backfilled with clean stone, wrapped in filter fabric. Further, the trench should extend to the lower of the top of rock or elevation 596 (bottom of existing detention basin). M2. The bio-retention basin soil mix is to be inspected and certified by a licensed professional engineer prior to installation. 13. Lightweight construction equipment is to be used on the two baseball fields to minimize over compaction of the soils; a root zone soil mix, 10 inches in thickness is to be provided in accordance with approved specifications. 14. An oil/water separator is to be provided for the floor drain(s) in the proposed storage building. The roof drains are to be directed to the existing detention basin. The site plans are to be revised accordingly. -49-