FLOOD10352

• County: Weld
• Community: Wiggins
• Stream Name: Kiowa Creek
• Basin: South Platte
• Title: Computer Modeling Data
• Date: 9/5/1990
• Floodplain - Doc Type: Educational/Technical/Reference Information

QT 4.0 14237. 36000. 49346. 96000.
ET 7.1 9.1 9.1 9.1 4000 5819 1050 5819
965 ft. dls of the dls shoulder of 1-76
09/11/90 08:17:43 PAGE 2
X 0.1 19. 5327. 5451. O. O. O.
GR 40.0 0000. 40.0 100. 40.0 200. 40.0 800. 39.5 3400.
GR 43.0 4000. 40.0 4500. 41.0 5000. 41.2 5327. 31.2 5370.
GR 31.6 5424. 39.6 5451. 39.7 5466. 41.1 5483. 41.5 5608.
GR '41.1 5715. 40.6 5861. 40.1 6153. 40.1 7800.
ET 7.1 9.1 9.1 9.1 4215 5144 950 5144
X1 0.2 31. 4606. 5031. 800. 300. 410.
GR 40.0 O. 40.0 1000. 45.0 1100. 40.0 1200. 40.0 3150.
GR 42.0 3230. 40.0 3400. 41.4 4000. 41.3 4040 . 42.5 4045.
GR 40.3 4051. 42.4 4057. 41.3 4063. 42.4 4215. 42.3 4515.
GR 41.0 4519. 41.2 4570. 43.7 4588. 42.6 4594. 42.3 4606.
GR 33.2 4646 . 32.7 4707. 32.9 4810. 32.0 4855. 32.9 4924.
GR 36.9 5001. 41.4 5031. 42.4 5085. 41.7 5268. 41.6 5394.
GR 41.6 7400.
ET 7.1 9.1 9.1 9.1 5174 5669 10 5669
X1 0.3 26. 5175. 5668. 950. ' 150. 315.
GR 42.0 O. 42.0 930. 42.0 980. 42.0 1680. 52.0 1830.
GR 42.0 1980. 42.0 2680. 50.0 3280. 60.0 3680 . 62.8 3980.
GR 50.0 4000. 42.3 5000. 42.3 5000. 42.9 5151. 44.6 5175.
GR 35.4 5238. 35.1 5270. 34.8. 5325. 34.1 5360. 32.0 5384.
GR 33.6 5405. 34.9 5499. 36.3 5596. 41.0 5668. 42.6 5706.
GR 42.6 8100.
ET 7.1 9.1 9.1 9.1 5174 5669 10 5669
X1 0.4 O. O. O. 100. 100. 100,
ET 7.1 9.1 9.1 9.1 5089 5515 2050 5515
X1 0.51 21. 5090. 5514. 50. 50. 50.
GR 46.0 0000. 46.0 950. 46.0 1000. 46.0 1600. 46.0 1750.
GR 46.5 1900. 47.0 2600. 47.0 3200. 47.0 3600. 47.7 3900.
GR 51.9 5000. 51.9 5090. 36.3 5127. 35.4 5190. 35.8 5239.
GP 33.3 5288. 32.4 5337. 35.0 5386. 36.7 5449. 52.6 5514.
Ii 52.6 5582.
ET 7.1 9.1 9.1 9.1 5099 5476 10 5476
X1 0.52 50. 5100. 5475. 90. 90. 90.
GR 46.0 0000. 46.0 950. 46.0 1000. 46.0 1600. 46.0 1750.
GR 46.5 1900. 47.0 2600. 47.0 3200. 47.0 3600. 47.7 3900.
GR 51.9 5000. 51.9 5098. 53.0 5100. 47.6 5100. 47.6 5107.
GR 36.3 5127. 36.2 5140. 36.2 5141. 36.1 5141.5 36.1 5142.
GR 35.5 5189. 35.5 5190. 35.5 5191. 35.5 5191.5 35.7 5238.
GR 35.7 5238. 35.7 5239. 35.5 5240. 33.5 5287. 33.5 5287.
GR 33.5 5288. 32.4 5289. 32.4 5336. 32.4 5337. 32.4 5338.
GR 32.4 5338. 34.8 5385. 34.8 5385. 34.8 5387. 35.1 5387.
GR 36.2 5434. 36.2 5434. 36.2 5436. 36.3 5436. 36.7 5449.
GR 48.3 5468. 48.3 5475. 53.7 5475. 52.6 5477 . 52.6 5582.
1
09/11/90 08: 17:43 PAGE 3
ET 7.1 9.1 9.1 9.1 5099 5476 10 5476
X1 0.72 49. 5100. 5475. 1. 1. 1.
BT 4.0 5100. 53.5 53.5 5100.1 53.5 48.1 5474.9 54.1 48.7
BT 5475 54.1 54.1
GR 46.0 0000. 46.0 950. 46.0 1000. 46.0 1600. 46.0 1750.
GR 46.5 1900. 47.0 2600. 47.0 3200. 47.0 3600. 47.7 3900.
GR 52.4 5000. 52.4 5098. 53.5 5100. 48.1 5100.1 48.1 5107.
GR 36.0 5128. 36.0 5140. 48.2 5140. 48.2 5142. 36.0 5142.
GR 35.7 5189. 48.3 5189. 48.3 5191. 35.6 5191. 35.3 5238.
GR 48.4 5238. 48.4 5240. 35.2 5240. 34.4 5287. 48.5 5287.
GR 48.5 5289. 34.3 5289. 32.48 5336. 48.5 5336. 48.5 5338.
GR 32.48 5338. 32.48 5385. 48.6 5385. 48.6 5387. 34.0 5387.
GR 35.0 5434. 48.7 5434. 48.7 5436. 35.2 5436. 35.4 5446.
GR 48.5 5468. 48.7 5474.9 54.1 5475. 63.1 5515.
7.1 9.1 9.1 9.1 5099 5476 10 5476
D/S SIDE OF 1-76 BRIDGE
X1 0.73 24. 24. 24.
X2 O. O. O. O. O. O. 1.