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TABLE 3 <br /> TOWN OF MASHPEE <br /> HYDRAULIC LOADING TESTS <br /> CONSTANT HEAD TESTING RESULTS <br /> Final Final Basin Infiltration Allowable <br /> Stabilized Stabilized Area Capacity Loading Rate <br /> Basin Flow Rate in gpm tip Flow Rate in gpd Square Feet(2) Is . ft gpd/sq. ft(3) <br /> Test Basin#1 39 55922 78 717 72 <br /> Test Basin#2 47 67500 1 78 1 865 87 <br /> (1) To be conservative, based on lowest flow rate recorded <br /> (2) Area = 3.14 x(5 ft)2 <br /> (3) Based on EPA guidance (Process Design Manual - Land Treatment of Municipal Wastewater) <br /> indicating loading rates should be based on 10-15% of measured basin infiltration rates <br /> Minimtam value <br /> _..._. <br /> G:\86\12001\Hydraulic Load Tests\Data\Test Data.xls <br /> DRAFT Report <br />