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Review File:M& G Trailer Sales Parking Lot Expansion <br /> Construction Plans for Site Grading and Parking Lot and Miscellaneous Construction <br /> Engineering Review <br /> November 22, 2016 <br /> Page 2 of 2 <br /> 3. Add a note to the inspection section: "Daily (after rain) and weekly inspection logs must <br /> be emailed to the City. <br /> Grading Drainage and Erosion Control Plan <br /> 1. Spot elevations must be added to the plan. The area of coverage starts at the low area north <br /> of the project and extends to the existing pond west of the M & G Trailer Sales Building. <br /> This is to demonstrate that there is positive drainage from the new infiltration basin to the <br /> existing low area then west to the existing City pond. <br /> 2. The grades are extremely flat, 0.28% on the east line, 0.12% on the south line, 0.72% on <br /> the west line and 0.40 % from the south east corner to the northwest corner of the new <br /> gravel area. The grades along the north line range from 0.27% to 0.83%. Paved parking <br /> lot recommended minimum grade is 1.5%. This surface will be gravel and will not drain <br /> well at these flat grades. <br /> 3. Add note to protect existing piezometer. <br /> Stormwater Calculations <br /> A stormwater summary report was provided. The project is providing infiltration and rate <br /> control as required by the Lower Rum River Watershed Management Organization <br /> (LRRWMO) and City requirements. The report does not indicate that the project meets the <br /> water quality treatment goals of 90% removal of total suspended solids (TSS) and 60% <br /> removal of total phosphorus. Attainment of these goals must be demonstrated. <br /> The project is proposing to use a timber skimmer with an orifice to provide the detention for <br /> the infiltration volume. It has been our experience that timber skimmers deteriorate over time <br /> and will fail, negating the infiltration retention capacity of the basin. Timber is also easier to <br /> modify, changing the rate control provided by the pond. The outlet must be replaced with a <br /> concrete structure to preserve the integrity of the infiltration basin. <br /> Revised plans are required before the project can be approved for construction. <br />