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5040 <br />1% <br />uj Lu <br />5030 <br />Lk <br />14 5020 <br />�kl <br />W 601 <br />L4 <br />N, <br />5000 <br />4990 <br />4980 <br />4970 <br />5040 <br />5030 <br />5020 <br />5010 <br />tu <br />ti <br />5000 <br />4990 <br />g. <br />4980 <br />r. 4970 <br />1 <br />3K <br />4960 <br />4950 <br />4940 <br />I ; <br />IB 2B 3B 4B 5B 6B 7B 8B 9B 10B 11B 12B 13B <br />M � vA <br />NOTES: 1.) TEST HOLES WERE DRILLED 6 / 2 /80 AND 6 / 3 /80 <br />WITH 6" DIAMETER CONTINOUS FLIGHT HOLLOW AUGER. <br />2) WATER LEVELS WERE MEASURED 6 16 180 <br />5040 <br />5030 6030 <br />Lu <br />5020 w 6020 <br />Lu <br />h. <br />5010 ju 5010 <br />.4 <br />It <br />uj <br />5000 " 5000 <br />Lu <br />N. <br />0 <br />4990 4990 <br />0 <br />4980 4980 <br />Lu <br />Q <br />4970 ku 4970 <br />1A 2A 3A 4A 5A 6A 7A SA 9A 10A 11A 12A 13A 14A 15A 16A <br />op <br />THE BRANNAN SAND AND GRAVEL CO. <br />'7 <br />8J.0,441414M Phrl *2.9 <br />I <br />GRAVEL, <br />GRAVEL SANDY <br />v. <br />SAND, <br />SCATTERED GRAVEL <br />v0: <br />A&I <br />LOGS OF TEST HOLES <br />CLAY <br />A, <br />es <br />WEATHERED <br />CLAYSTONE <br />'v:'.. <br />: <br />0 <br />GRAVEL, BEDROCK <br />H <br />M <br />NOTES: 1.) TEST HOLES WERE DRILLED 6 / 2 /80 AND 6 / 3 /80 <br />WITH 6" DIAMETER CONTINOUS FLIGHT HOLLOW AUGER. <br />2) WATER LEVELS WERE MEASURED 6 16 180 <br />5040 <br />5030 6030 <br />Lu <br />5020 w 6020 <br />Lu <br />h. <br />5010 ju 5010 <br />.4 <br />It <br />uj <br />5000 " 5000 <br />Lu <br />N. <br />0 <br />4990 4990 <br />0 <br />4980 4980 <br />Lu <br />Q <br />4970 ku 4970 <br />1A 2A 3A 4A 5A 6A 7A SA 9A 10A 11A 12A 13A 14A 15A 16A <br />NOTES: <br />1) TEST HOLES WERE DRILLED 4117180 AND 5129180 <br />WITH 6" DIAMETER CONTINOUS FLIGHT HOLLOW AUGER. <br />2.) WATER LEVELS WERE MEASURED 4121180 AND 616180, <br />p <br />op <br />THE BRANNAN SAND AND GRAVEL CO. <br />'7 <br />8J.0,441414M Phrl *2.9 <br />TOPSOIL <br />GRAVEL, <br />GRAVEL SANDY <br />v. <br />SAND, <br />SCATTERED GRAVEL <br />v0: <br />A&I <br />LOGS OF TEST HOLES <br />CLAY <br />SAND & CLAY FILL <br />GRAVEL <br />WEATHERED <br />CLAYSTONE <br />SAND <br />0 <br />GRAVEL, BEDROCK <br />H <br />M <br />GROUND WATER LEVEL <br />00014611 <br />w. <br />17 <br />17 <br />NOTES: <br />1) TEST HOLES WERE DRILLED 4117180 AND 5129180 <br />WITH 6" DIAMETER CONTINOUS FLIGHT HOLLOW AUGER. <br />2.) WATER LEVELS WERE MEASURED 4121180 AND 616180, <br />p <br />op <br />THE BRANNAN SAND AND GRAVEL CO. <br />'7 <br />8J.0,441414M Phrl *2.9 <br />TOPSOIL <br />GRAVEL, <br />GRAVEL SANDY <br />v. <br />SAND, <br />SCATTERED GRAVEL <br />v0: <br />A&I <br />LOGS OF TEST HOLES <br />CLAY <br />SAND & CLAY FILL <br />GRAVEL <br />WEATHERED <br />CLAYSTONE <br />1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 <br />eso <br />08 'oip <br />e.o <br />v <br />v <br />Lil-N <br />5040 <br />5030 <br />5020 <br />5010 <br />Pl. <br />Lu <br />5000 <br />4990 <br />t <br />4980 0 <br />4970 <br />Lu <br />Q <br />Lu <br />4950 <br />P. <br />THE BRANNAN SAND AND GRAVEL CO. <br />'7 <br />8J.0,441414M Phrl *2.9 <br />TOPSOIL <br />GRAVEL, <br />GRAVEL SANDY <br />v. <br />SAND, <br />SCATTERED GRAVEL <br />v0: <br />LOGS OF TEST HOLES <br />CLAY <br />SAND & CLAY FILL <br />GRAVEL <br />WEATHERED <br />CLAYSTONE <br />SAND <br />NOTES: 1.) TEST HOLES WERE DRILLED 417179 WITH <br />CONTINOUS FLIGHT POWER AUGER. <br />2) WATER LEVELS WERE MEASURED 8/7/79 <br />1) WATER LEVEL MEASUREMENTS FOR TEST HOLES <br />I THRU 17 WERE NOT USED IN DRAWING THE <br />GROUND WATER CONTOUR MAP. <br />........... <br />im <br />4 ? 0 - <br />Permit Number <br />Class: ermit <br />_V ------ -------------- <br />Fla Revision <br />Type/Seq: <br />eport Hydro OGeneral <br />---------------------- --------- ------- -------- <br />Doc Type: <br />13Applica-iw(C&jI Bond -ff pWtl - on <br />5030 <br />-5020 <br />Lu <br />lu <br />-5010 <br />uj <br />:b <br />-5000 lu <br />Q <br />tu <br />-4990 " <br />Lu <br />O <br />go <br />-4980 <br />0 <br />-4970 <br />tu <br />Q <br />tu <br />-4960 <br />-4950 <br />P890 15 of 23 <br />THE BRANNAN SAND AND GRAVEL CO. <br />8J.0,441414M Phrl *2.9 <br />TOPSOIL <br />GRAVEL, <br />GRAVEL SANDY <br />SAND, <br />SCATTERED GRAVEL <br />LOGS OF TEST HOLES <br />CLAY <br />SAND & CLAY FILL <br />GRAVEL <br />WEATHERED <br />CLAYSTONE <br />SAND <br />0 <br />GRAVEL, BEDROCK <br />H <br />M <br />GROUND WATER LEVEL <br />00014611 <br />CLAYEY <br />P890 15 of 23 <br />