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.I I <br /> i� <br /> UTILITY LINES :I <br /> I� <br /> 4'X 8'ENTRANCE SIGN <br /> 11 iI <br /> Y f SEPTIC SYSTEM lIiI <br /> } DOMESTIC WELL II <br /> II C ENTRANCE '3 <br /> I <br /> WATER SUPPLY LINES <br /> �j <br /> f EI ® H <br /> I rcoxn,o�xo� <br /> ACG.CONTROL HOUSE T1I <br /> ,7 II <br /> Y � <br /> O <br /> I <br /> f k BLEWE17 ROAD I <br /> ry 'I <br /> I. <br /> r Ii <br /> A <br /> 4 " —EXISTING UTILITY LINES <br /> ROPOSED UTILITY Li S <br /> r AGG.PROCESSING AREA = 110,000 SF xPROPOS- II <br /> i AC PROCESSING AREA = 15,000 SF SUPPLY LINES <br /> PROPOSED <br /> I! <br /> II <br /> TOTAL PROCESSING AREA = 160,000 SF PROPOSED RECYCLED POND WATER PUMP <br /> r <br /> BUILDING AREA <br /> I, AC CONTROL HOUSE-900 SF 130'X 1S'X 2 FLOORS I it <br /> I AGG.CONTROL HOUSE-800 SF 1 30'X 16'X 2 FLOORS) AGG.PROCESSING AC PROCESSING II <br /> OFFICE BUILDING-1440 SF 1 24'X BO'1 <br /> tE PARKING LOT CALCULATIONS: <br /> i <br /> FOR QUARRY OPERATIONS,COUNTY STANDARDS REQUIRE A <br /> MINIMUM OF ONE PARKING SPACE FOR EVERY 1000 SF OF BUILDING AREA. .I <br /> E FOR THIS OPERATION: <br /> 1 TOTAL BUILDING AREA-3240 SF 11000 SF PER SPACE <br /> -3.24 PARKING SPACES I' <br /> Ipy1 I' XISTING GROUND WATER WELL �I <br /> } li •TO ACCOUNT FOR THE REQUIRED LABOR FORCE FOR EXCAVATION AND PROCESSING, <br /> yyy���ccc ANO TO ALLOW FOR ANY VIS17ORS,A MWIVUM OF 8 SPACES WILL BE PROVIDED. <br /> 11 PARKING AND DRIVE WAY AREA: ' <br /> I <br /> DRIVEWAY: .I <br /> ,t .I ON ST7E ROADS-18,000 SF II <br /> PARKING: <br /> THREE LOTS.3845 SF <br /> . I <br /> I XSTING RESIDENCE <br /> ' L"� I'-N <br /> ITO BE RE VED DURING PHASE III EXCAVATION) !� <br /> G SEPTIC SYSTEM <br /> li <br /> i <br /> F _J <br /> x - EXISTING WELL i <br /> i <br /> {-� Not to Scale Source: DSS Engineering Contractors <br /> and EDAW, Inc. j <br /> NORTH q <br /> *� Figure 3-4 Processing Plant - Proposed Project <br /> j� <br /> ER-96-3 <br /> Draft Environmental Impact Report <br />