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LINE-15 <br /> Date Node # North East Elevation Description <br />15-A 2001 1218 30293.79 35512.97 6926.00 REBAR+CAP <br />15-8 2001 1219 29942.71 36217.90 6834.02 REBAR+CAP <br />15-C 2001 1221 29475.86 36652.56 6810.83 REBAR+CAP <br />15-D 2001 1223 29215.05 37192.37 6802.32 REBAR+CAP <br />LINE-16 <br /> Date Node # North East Elevation Description <br />16-A 2001 1169 33624.31 29668.27 7907.43 REBAR+CAP <br />16-B 2001 1176 32672.88 29404.96 7962.70 REBAR+CAP <br />16-C 2001 1170 32120.36 29633.09 7973.08 REBAR <br />16-D 2001 1178 31381.25 29665.48 7913.17 REBAR+CAP <br />16-E 2001 1179 30579.71 29632.88 7916.39 REBAR+CAP <br />16-F 2001 1180 30113.74 30312.33 7904.09 REBAR+CAP <br />LINE-17 <br />• Date Node # North East Elevation Description <br />17-A 2001 1198 33775.77 36915.99 6451.02 REBAR-CAP <br />17-B 2001 1199 32913.52 37307.88 6439.64 REBAR-CAP <br />17-C 2001 1200 32001.60 37658.62 6416.61 REBAR-CAP <br />17-D 2001 1201 31155.32 37987.83 6375.04 REBAR-CAP <br />17-E 2001 1202 29833.25 38182.72 6359.30 REBAR-CAP <br />17-F 2001 1203 29579.87 38739.25 6349.07 REBAR-CAP <br />In the summer or fall of 2002, Cragg Surveying will conduct another survey of the subsidence <br />network, through the existing points, shown here in this report. <br />If you have any questions, please call. <br />S ~~~ ~ ~~~ <br />Stephen B. Cragg <br />15 <br />