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1-4 <br /> ®rvnfiia^�®rl_r.c A}�>±nh ®rah °I <br /> Stage 11 <br /> Stage II is a 5.6-acre area as shown on Figure 2. This area includes the final fill slopes along <br /> the southern slopes of the northern portion of the landfill up to an elevation of 150 feet <br /> AMSL. The closure volume estimates are based on waste fill up to an elevation of 150 feet <br /> AMSL down to master plan base grades. As part of this project, the area will be cleared and <br /> grubbed, as necessary, and the closure improvements constructed (e.g., final cover, <br /> permanent drainage, landfill gas system modification, etc. <br /> Stage III <br /> Stage III is a 5.9-acre area as shown on Figure 3. This area includes the final fill slopes <br /> adjacent to Stage II along the southern slopes of the northern portion of the landfill to an <br /> elevation of 150 feet AMSL. The closure volume estimates are based on waste fill up to an <br /> elevation of 150 feet AMSL down to the master plan base grades. As part of this project, the <br /> area will be cleared and grubbed, as necessary, and the closure improvements constructed <br /> (e.g., final cover, permanent drainage, landfill gas system modification, etc.). <br /> Stage IV <br /> Stage IV is a 13.7-acre area as shown on Figure 4. This area includes the final fill slopes <br /> located between Stages III and I and along the northern slopes up to an elevation of 150 <br /> feet AMSL. The closure volume estimates are based on waste fill up to an elevation of 150 <br /> feet AMSL down to the master plan base grades. As part of this project, the area will be <br /> cleared and grubbed, as necessary, and the closure improvements constructed (e.g., final <br /> cover, permanent drainage, landfill gas system modification, etc.). <br /> Stage V <br /> Stage V is an 11.8-acre area as shown on Figure 5. This area includes final fill slopes along <br /> the northeast of the northern portion of the landfill up to an elevation of 90 feet AMSL. The <br /> closure volume estimates are based on the top of waste fill plan down to the master plan <br /> base grades. As part of this project, the area will be cleared and grubbed, as necessary, and <br /> the closure improvements constructed (e.g., final cover, permanent drainage, landfill gas <br /> system modification, etc.). <br /> Stage VI <br /> Stage VI is a 20.7-acre area as shown on Figure 6. This area includes the northern final fill <br /> slopes adjacent to Stages I, IV, and V up to an elevation of 150 feet AMSL. The closure <br /> volume estimates are based on the top of waste fill plan down to the master plan base <br /> grades. As part of this project, the area will be cleared and grubbed, as necessary, and the <br /> closure improvements constructed (e.g., final cover, permanent drainage, landfill gas system <br /> modification, etc.). <br /> Forward Landfill SWT Engineering <br /> PCPCMP Amendment No.4-May 2013 <br /> z:\projects\allied waste\forward\five year permit rvw 2013\jtd-5 yr pr 2013\appendices\app a-pcpcmp 2013\text\pcpcmp amend <br /> 2013.doc <br />