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<br />WSP2 X[Q 05/14/75 <br />RfV 08/14/74 <br /> <br />YA~TIC RIVER <br />FLOOD HAZARD <br /> <br />WS-NORWICHt CONN. FHS <br />STUDY-FUTURE COND.t MARCH 1973 <br /> <br />PAGE <br /> <br /> ------------------------------80/80 LIST OF INPUT DATA------------------------------ <br /> SEGMENT 93147 2 C -100. 90.8 <br /> NVALUE 0.040 <br /> SEGMENT 93147 3 0 4tl5. 115. <br /> NVALUE 0.060 <br /> SECTION WAWAV <br /> -1685. 107.3 -1685. 101.3 -1365. 100.2 <br /> -1240. 99.0 -1240. 107.0 -1180. 107.0 <br /> -1180. 99.0 -1060. 96.6 -970. 96.5 <br /> -970. 107. -900. 107. -900. 96.5 <br /> -81]0. 9b.2 -R60. 107. -815. 107. <br /> -835. 96.0 -780. 91. -780. 107. <br /> -745. 107. -745. 97.5 -422. 93.2 <br /> -422. 107. -31:10. 107. -360. 92.6 <br /> -282. 92. -117 . 96.7 -112. 94.2 <br /> -77... 81.5 -52. 81.7 -10. 84.0 <br /> -5. 87.5 -5. 97.3 60. 95.0 <br /> 130. 95.0 160. 98.5 175. 115.0 <br /> ENOTABLE <br /> -------------------------MAX ELEV DIFFERENCE BETWEEN POINTS EXCEEDS 12. FEET---------------------- <br /> "PR WAWAV . 3. 6. <br /> PIER Al.5 1.5 <br />W GIRDER 92.5 91.7 o. 0." 2.1 <br />N <br /> -117. 96.7 -113. 91.7 -5. 92.4 <br /> -5. 97.3 <br /> ENOTABLE <br /> SECTION 9?397 <br /> -29tl. 95.2 -274. 85.3 -269. 84.2 <br /> -?41. 83.7 -218. 84.2 -2)4. 85.5 <br /> -205. 89.1 -160. 89.2 -94. 90.3 <br /> -53. 95.0 103. 99.0 l1A. 99.5 <br /> 7.13. 99.2 <br /> ENDTA13LE <br /> ~fGMfNT 92397 C -20.,. <br /> NVALUE 0.040 <br /> SEGMENT 92397 2 0 213. <br /> NVALUE 0.045 <br /> SECTION 92100 <br /> -260. 115.0 -260. 98.4 -218. 97.8 <br /> -213. 9 6.0 -198. 94.6 -48. 95.2 <br /> -48. 99.5 -40. 99.5 -40. 101.3 <br /> -1. 101.3 12. 101.0 25. 101.6 <br /> '0. 109.0 <br /> <br />ENOTABLE <br />-------------------------MAX <br />SEGMENT 92100 1 <br />"'VALUE 0.045 <br />SEGMfNT Q2100 2 <br /> <br />ELEV DIFFERENCE BETWEEN POINTS EXCEEDS <br />D -21B. <br /> <br />12. FEET---------------------- <br /> <br />c <br /> <br />-48. <br /> <br />, <br /> <br />. <br />