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DEPTH OF WATER TABLE : <br /> AVERAGE NATURAL GROUND ELEVATION = 83 <br /> AVERAGE WATER TABLE ELEVATION = 46( EST ) <br /> DEPTH TO WATER TABLE = 37 <br /> GRADIENT OF WATER TABLE : <br /> UP STREAM ELEVATION = 40 <br /> DOWN STREAM ELEVATION = 30 <br /> DISTANCE BETWEEN CURVES = 21 , 120 ' <br /> (40 ) - ( 30 ) <br /> ---------------- =0 . 047% <br /> 21 , 120 <br /> DIRECTION OF GRADIENT = SOUTHWESTERLY <br /> HISTORY OF PAST USES IN PROJECT AREA : <br /> THE PAST AND CURRENT USE OF THE PROJECT SITE AND THE AREAS SURROUNDING <br /> IT IS AGRICULTURAL WITH OCCASIONAL RESIDENTIAL SITES . <br /> INTENSITY AND EXTENT OF PROPOSED DEVELOPMENT : <br /> THE OWNER IS SUBDIVIDING APPROXIMATELY 29 . 11 ACRES INTO 2 PARCELS. <br /> ONE PARCEL IS APPROXIMATELY 22 . 25 ACRES OF ALMONDS AND THE OTHER IS <br /> APPROXIMATELY 6 . 86 ACRES . PARCEL 1 ALREADY HAS A HOME AND SOME ACCESORY <br /> BUILDINGS . THE EXTENT OF THIS PROJECT IS TO SPLIT OFF THE HOMESITE ON <br /> PARCEL 1 FOR RETIREMENT PURPOSES . <br /> ENGINEER ' S OPINION OF SOIL SUITABILITY: <br /> A PERCOLATION TEST WAS PERFORMED ON BOTH OF THE PARCELS. THE TESTS FOR <br /> PARCELS 1 AND 2 DID PASS THE MINIMUM REQUIRED PERCOLATION RATE AS SHOWN <br /> ON SHEET 2 . <br /> FROM THE INFORMATION CONTAINED HEREIN, WE FIND THAT THE SOIL AT THIS <br /> PROJECT SITE IS SUITABLE FOR THE EXISTING AND PROPOSED DOMESTIC SEPTIC <br /> SYSTEMS AND THAT THE USE OF THESE SYSTEMS WILL NOT ADVERSELY AFFECT THE <br /> QUALITY OF THE GROUND WATER . <br /> QROf ESS/0�, <br /> G�NNCE <br /> Z <br /> N0. 14,269 rm <br /> °� exP• 3-3t-43 a <br /> CIVIL <br /> SHEET 1 <br />