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<br />92/02/05. <br /> <br />10.01.27. <br /> <br />AND <br />32.00 <br />539. <br />6.74 <br />.042040 <br /> <br />IS LOST. <br />.54 4948.34 <br />O. 539. <br />0.00 3.47 <br />1106. 1101. <br /> <br />1490 NH CARD USED <br />*SECND 32.100 <br /> <br />4948.34 <br />O. <br />0.00 <br />1101. <br /> <br />0.00 <br />O. <br />0.000 <br />20 <br /> <br />4948.53 <br />155. <br />.045 <br />21 <br /> <br />3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA= <br /> <br />32.10 <br />539. <br />6.81 <br />.003511 <br /> <br />1.38 <br />O. <br />0.00 <br />400. <br /> <br />1490 NH CARD USED <br />*SECNO 33.000 <br />OT-CHANGES. <br />33.00 1.07 <br />521. O. <br />6.86 0.00 <br />.015051 536. <br /> <br />1490 NH CARD USED <br />*SECND 34.000 <br />WATER EL-X5 CARD= <br />VINE DRIVE. <br />34 .00 1 . 46 <br />521. O. <br />6.94 0.00 <br />.003040 570. <br /> <br />4952.18 <br />539. <br />1. 64 <br />435. <br /> <br />UPSTREAM <br />4955.21 <br />521. <br />2.88 <br />500. <br /> <br />0.00 <br />O. <br />0.00 <br />420. <br /> <br />0.00 <br />O. <br />0.000 <br />8 <br /> <br />FROM QT <br />0.00 <br />O. <br />0.00 <br />460. <br /> <br />LOSSES AT <br />0.00 <br />O. <br />0.000 <br />5 <br /> <br />4965.460 <br />NO CULVERTS.ALL FLOW OVER <br />4965.46 0.00 0.00 <br />521. O. O. <br />2.12 0.00 0.000 <br />560. 550. 0 <br /> <br />1490 NH CARD USED <br />*SECNO 34.100 <br />WATER EL-X5 CARD- 4965.460 <br />3280 CROSS SECTION 34.10 EXTENDED <br /> <br />4952.22 <br />328. <br />.044 <br />o <br /> <br />XS 32. <br />4955.40 <br />181. <br />.043 <br />o <br /> <br />ROAD. <br />4965.53 <br />246. <br />.040 <br />o <br /> <br />1.46 FEET <br /> <br />.19 <br />O. <br />0.000 <br />o <br /> <br />4956.40 ELREA= <br /> <br />.04 <br />O. <br />0.000 <br />o <br /> <br />.13 <br />O. <br />0.000 <br />o <br /> <br />.07 <br />O. <br />0.000 <br />o <br /> <br />.05 <br />156. <br />0.000 <br />0.00 <br /> <br />3.68 <br />158. <br />0.000 <br />0.00 <br /> <br />3. 16 <br />161. <br />0.000 <br />0.00 <br /> <br />3.24 <br />164. <br />0.000 <br />0.00 <br /> <br />.06 <br />81- <br />4947.80 <br />422.40 <br /> <br />4956.00 <br /> <br />.01 <br />86. <br />4950.80 <br />447.81 <br /> <br />.03 <br />90. <br />4954.20 <br />329.08 <br /> <br />.01 <br />94. <br />4964.00 <br />234.0B <br /> <br />IMMEDIATELY U.S. FROM VINE DRIVE. 1-25 ROAD ELEVS. ARE SAME AS VINE <br />DRIVE. THIS ALLOWS QT TO FLOW OVER 1-25 & VINE DR. AT SAME TIME. <br />COMPUTERIZED VERTICAL EXTENSION OF RT END OF SECTION <br />34. 1 ISO. K.; IT I S A <br />VERTICAL SEPARATION LINE BETWEEN D.F. <br />34.10 4.66 4965.46 0.00 0.00 <br />521. O. 519. 2. O. <br />7.67 .00 .24 .07 0.000 <br />.000009 460. 640. 680. 0 <br /> <br />CHANNEL AND <br />4965.46 <br />2143. <br />.045 <br />o <br /> <br />FLOW OVER RD. <br />.00 .02 <br />32. 182. <br />.050 0.000 <br />o 0.00 <br /> <br /> <br />.01 <br />100. <br />4960.80 <br />596.30 <br /> <br />PAGE <br /> <br />11 <br /> <br />4949.00 <br />4949.00 <br />1233.09 <br />1655.49 <br /> <br />4956.40 <br />4956.00 <br />1214.00 <br />1661.81 <br /> <br />4962.00 <br />4957.90 <br />1156.95 <br />1486.03 <br /> <br />4970.00 <br />4968.00 <br />1093,42 <br />1327.50 <br /> <br />4964.00 <br />4964.00 <br />1187.50 <br />1783.80 <br />