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PAGE 3 <br /> V. SHALLOW GROUND WATER DEPTH AND TESTING. <br /> THE PROJECT'S GROUND WATER WAS REVIEWED AT THE WELL (ITEM "A" <br /> BELOW) AND AT (4 ) ADDITIONAL AREAS SOUTH OF THE WELL (ITEM "B" <br /> BELOW) AS FOLLOWS TO GIVE AN OVERALL VIEW OF THE PROJECT'S <br /> EXISTING SHALLOW GROUND WATER SYSTEM. <br /> A) REF; GEO ANALYTICAL LABORATORIES'S REPORT No. J211-08 <br /> DATED 08/04/98 (APPENDIX "C" ) FOR THE PROJECT'S WELL SUPPLY <br /> WATER'S TOTAL DISSOLVED SOLIDS AND ITS SPECIFIC <br /> CONDUCTIVITY. ALSO NOTE THAT THE WELL'S WATER TABLE READING <br /> ON 07/30/98 WAS AT 24 . 75' DEPTH. <br /> B) REF; TO GEO ANALYTICAL LABORATORIES'S REPORT No. J223-01 <br /> DATED 08/11/98 (APPENDIX "D" ) FOR THE PROJECT'S SHALLOW <br /> GROUND WATER SAMPLES THAT DETERMINED THE TOTAL DISSOLVED <br /> SOLIDS (TDS) , SPECIFIC CONDUCTIVITY (EC) AND THE NITRATE OF <br /> THE EXISTING SHALLOW GROUND WATERS IN (4 ) AREAS OF THE SITE. <br /> IN ADDITION, NOTE THAT THE WATER TABLE READINGS WERE AS <br /> FOLLOWS; <br /> SAMPLE WATER TABLE DEPTH <br /> #1 26'-0" <br /> #2 26"-011 <br /> #3 24 '-0" <br /> #4 20'-0" <br /> C) THE PROJECT'S WELL SUPPLY WATER'S TESTING FOR THE <br /> �•- FOLLOWING; <br /> 1 . DIBROMOCHLOROPROPANE TESTING; REF; TO 06/22/98 <br /> LETTER TO LINDA TURKATTE (APPENDIX "E" ) ITEM #2B (REF; <br /> GEO ANALYTICAL LABORATORIES'S REPORT No. J078-01 DATED <br /> 03/24/98 ON PAGE 7) . <br /> 2. NITRATE SAMPLE TESTING; REF; TO 06/22/98 LETTER TO <br /> LINDA TURKATTE (APPENDIX "E" ) ITEM #2C (REF; GEO <br /> ANALYTICAL LABORATORIES'S REPORT No. J078-01 DATED <br /> 03/23/98 ON PAGE 8) . <br /> VI . SOIL PROFILE AND PERCOLATION TEST: <br /> SEVERAL SOIL PROFILE AND PERCOLATION TESTS WERE PERFORMED FOR THE <br /> SITE AS FOLLOWS; <br /> A) REF; TO 06/22/98 LETTER TO LINDA TURKATTE (APPENDIX "E" ) <br /> ITEM #1 FOR THE NITRATE TESTING AND THE PERCOLATION TESTING <br /> FOR (5) LOCATIONS IN THE DEVELOPED AREA. <br /> B) REF; TO NEIL O. ANDERSON & ASSOC. 12/10/98 PERCOLATION <br /> TEST REPORT (APPENDIX "F" ) WITH RESPECT TO THE SOIL PROFILE <br /> AND PERCOLATION TEST OF THE PROJECT'S NEW LEACH LINE SYSTEM. <br />