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7 1 <br /> i !, <br /> FOOTHILL SANITARY LANDFILL <br /> GENERAL INFORMATION <br /> This Class III landfill is located on an 800 acre parcel which the <br /> County acquired in 1989 by a court order of immediate Possession <br /> It is located south of State Highway 26, along the east side of <br /> Waverly Road. The landfill is operated by Foothill, Inc. , a <br /> private operator under an exclusive operation agreement with the <br /> County, and is open from 8 : 00 AM to 5: 00 PM to the general public <br /> which is charged a gate fee for its use. <br /> WASTE QUANTITIES <br /> The Landfill received 135, 094 tons of waste during 1989, most of <br /> which was delivered by transfer vehicles from the Lovelace Transfer <br /> Station. See Apendices P, Q & R for more details. <br /> Tons Lof Weight <br /> Transfer vehicles . . . . . . . . . . 106,283 79% <br /> General public & <br /> private refuse haulers _28_,810* 21% <br /> 135, 094 <br /> 119, 163 cy x monthly conversion factors <br /> Since the 1982 year, the Foothill Landfill has received the <br /> following waste quantities: <br /> GEN. PUBLIC EST. LOVELACE TOTAL <br /> YEAR CUBIC YARDS TONS TONS TONS <br /> 1982 14,728 3 ,775 134 , 236 138 , 011 <br /> 1983 18, 202 4, 665 146, 869 151, 534 <br /> 1984 17, 750 4 , 549 141, 576 146, 125 <br /> 1985 35, 257 9, 036 154 , 551 163 ,587 <br /> 1986 40, 297 10, 328 121,575 131, 903 <br /> 1987 51, 002 13 , 071 106, 602 119, 673 <br /> 1988 56, 005 14, 354 109, 374 123 ,728 <br /> 1989 119, 163 28 , 810 106, 283 1351, 093 <br /> GATE FEES I <br /> The gate fees charged during 1989 and 1990 are as follows: <br /> Minimum charges: 01/01Z89 01Z0Z90 <br /> Automobile . . . . . . . . . . . . $ 2 . 00 $ 2 . 25 <br /> Compact Pickup Truck . . 3 . 00 3 .25 <br /> Full Size Pickup Truck 4 . 00 4 .50 <br /> Vans . . . . . . . . . . . . . . . . . . . 4 . 00 4 .50 <br /> Utility Trailers Under 8 Feet 4 . 00 4 . 50 <br /> Loose Cubic yard rate . . . . . . . . . . . . 2 .70 3 . 00 <br /> Compacted cubic yard rate. . ... . . . . . 3 .78 4.20 <br /> 12 <br />