CORRESPONDENCE_1990 - 1992 - Laserfiche WebLink

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E the schedule outlined on the plan. area, final grades and slopes will be final grading plans for the Landfill. With the completion of each completed in accordance with The following is a Table of locations and scheduling for waste placement as indicated on the plan for the winter periods: TABLE 1 : Landfill Operational Procedures Area/Year Location Capacity (C.Y.) Borrow Stockpile (Compacted Waste) 1 / 90-91 94+00-97+10N 32,667 (92-93) 101+70-105+60E 2 / 91-92 93+80-97+10N 47,778 (90-91) 97+90-102+10E 3 / 92-93 90+00-94+OON 47,138 (91-92) 100+90-105+60E Based upon 1989 WQR value of 333,031 cubic yards. Includes daily cover and assumes a compaction factor of 0.40. In preparation of winter disposal activities a winterization pad and roadway will be constructed to provide easy access and minimize unloading operations. In the first year of operation the winter pad will be constructed of 0.5 to 1 foot of compacted gravel. Thereafter; the winter pad will be constructed of a one foot compacted soil layer with an oil and chip seal surface. If necessary, the pad will be recompacted and oiled the following year to maintain pad integrity. This pad is shown on the plan and is designated by a dot matrix. The dimensions of the pad are 240 x 300 feet and provides sufficient maneuverability for vehicle travel and unloading operations. Two roadways have been designed for the Winterization Plan and designated with respect to the area to be filled (See plan). The roadway for Area 1 to be filled first was designed to avoid the current landfilling operations under way. Each roadway will be 20 feet wide and constructed of compacted aggregate base material, providing vehicles access to and from the winter pad. III. DRAINAGE Drainage for the site will consist of berms along the perimeter of Areas 1 and 3, extending toward the west portion of the landfill.