New Point Clinton to 25 feet below New Point RR. 968 New Point J M, Clay, 5 ft - 10 ft, 1-3 feet of rip rap, clint, 3 in. well tins, light rubble. 12 in. 4/3 curbing. 8 in footing, walk slate, gutter flag, crossing, clint modules near middle. 8 in, like above but better also with clint 8 in. like above 15 m 9/6 roughly scarred limestone all in the middle, a little white clay, 7 in footing. 6 in very fine dressed work, window sills + 8 in - 10 in. footings, dressed work, 4 m flagging, curbing, ashlar, 4 in light free clay, rubble, 10 in regular flint, footings, 2 1/2 in thick scrap, sidewalks, 9 in good stone all layers dressed 6/3 work street to building 3m coping. shed walk, cur. 16 in 9/7 first block, bridge work heavy coping, ateley curbing dry sides rain table. works streched longitudially. planning a cent of argillaceous bedding. 20 in scrap stone, clay, clint, 12 in often with 4 m. 9 scraping on top and lower &d anyga for rip rap, foundations. 24 in bridge work, clay + limestone concrete mixed. Exposed, used 8 years for bridgework, used for backing. 12 in footings percent for anything else bridge work 40 in 15/24 bagrod, clay + limestone surface sometimes lown 10 inches so far themselves form a quite good ledge, tar for footings + bridge coping, 668 in about 5 in. 9 good at me after scale is taken off the top and red at me is 1/2 when by the top inm used for rubble footings curbing clint m. both in. sometimes hangs together and is 9 1/2 in. thick, used for footings curb culvert - corking where blocks but little flint there hanging together, a. About 1 mile south of St. Marys, Sollman bnm Clinton at least 4 feet thick 17 feet below RR at New Point. Exposed bed exposed w hand a short distance Eastward.