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.