C C 006 C 22. C 006 C 18590. DECK MODIFIED (10/94) FROM SCVWD ALAMITOS RUN #5 TO ELIMINATE OVERLAP C 006 C 18590. WITH MODIFIED RUN #6 (NOLTE FILE ALAM6OVB.HC2). DELETED SECTIONS C 006 C 18590. 175+00 TO 185+33 FROM SCVWD DECK. C 006 C 18590. F.I.A. STATIONING; DATA CORRELATION TO D/S CONDITIONS BY D.TEMPELIS C 006 C 18590. ORIGINAL HEC 2 DECK PREPARED BY DAVE FOOTE/ROBERT SCHNIEDER C 006 C 18590. STARTING WSEL FROM DECK A6BASMOD.HC2. C 006 C 18590. C 006 C 18590. X-SECTION DATA FROM SANTA CLARA VALLEY WATER DISTRICT C 006 C 18590. STRIP TOPOGRAPHY DATE OF PHOTOGRAPHY FEBRUARY, 1965 C 006 C 18590. REMAINING TOPO FOR X-SECTIONS FROM LEVEE IMPROVEMENT PLANS BY MACK C 006 C 18590. OVERBANK TOPOGRAPHY FROM 10/90 NOLTE PHOTOGRAMMETRY C 006 C 18590. C 006 C 18590. URBANIZED "n" VALUES CALCULATED BY NOLTE AND ASSOCIATES, 10/92 C 006 C 18590. C 006 C 18590. C STATION 11+80 C 006 C 18740. C STATION 10+00 C 006 C 18740. CAMDEN AVE BRIDGE D.S.FACE BRIDGE CODED AS NORMAL BRIDGE C 006 C 18740. LOW CHORD ELEV. FROM ALAMITOS CK. IMP. PLANS-SCVWD PROJ 3010 C 006 C 22215. ALMADEN EXPRESSWAY BRIDGE 1983 D/S @ 222+15, U/S @ 222+75 C 006 C 22215. CODED AS A NORMAL BRIDGE C 006 C 23097. MCKEAN (HARRY) RD. BRIDGE D/S FACE @ 230+97 U/S FACE @ 231+59 C 006 C 23097. UPDATED JUNE 1986 C 006 T1 NOLTE AND ASSOCIATES (DECK PREPARED BY DJS) 10/94 T1 039 T2 SCALES FIS JOB #0250-89-12; FILE A5BASMOD.HC2; X-SECTIONS LOOK UPSTREAM T2 040 T3 ALAMITOS CREEK (SJ) CAMDEN AVE (187+40) TO MCKEAN/HARRY RD (230+97) T3 041 J1 2. 0. 291.74 J1 018 J2-1. 0. -1 -1 J2 019 J3 150. J3 020 QT1. 4750.0 QT 034 NC0.05 0.05 0.05 0.1 0.3 NC 029 X118590.13. 5195. 5470. 240. 140. 190. X1 053 X3 10 5180. 298. 5310. 298. X3 055 GR291. 5195. 291. 5198. 290. 5201. 287. 5209.5 286. 5248.5 GR 015 GR286. 5289. 287. 5293. 287. 5297. 288. 5333. 290. 5341. GR 015 GR290. 5386. 292. 5424. 299.4 5470. GR 015 * SCVWD bridge contraction and expansion coefficients of 0.5 and 0.7 modified to* 001 * 0.3 and 0.5 * 001 NC.02 .02 .02 0.3 0.5 NC 029 X118740.15. 5208. 5407. 220. 75. 150. X1 053 X3 10 5242. 298. 5321. 298. X3 055 GR299.8 5208. 292. 5223. 292. 5244. 291. 5248. 290. 5252. GR 015 GR289. 5253. 288. 5255. 287. 5262. 287.8 5288. 287.8 5300. GR 015 GR290. 5312. 293. 5317. 294. 5334. 293. 5393. 299.8 5407. GR 015 * * 001 * Camden Ave. Bridge geometry modified based on Nolte 7/91 field observations * 001 * * 001 X118741.21. 5210. 5413. 1. 1. 1. X1 053 X2 300. 302. X2 054 X3 10.0 X3 055 GR300. 5210. 298.5 5210. 292.5 5258.5 300. 5258.5 300. 5259.5 GR 015 GR292.5 5259.5 287. 5272.5 287. 5294.5 300. 5294.5 300. 5295.5 GR 015 GR287. 5295.5 287. 5317.5 295.5 5331. 300. 5331. 300. 5332. GR 015 GR295.5 5332. 296. 5371.5 300. 5371.5 300. 5372.5 296. 5372.5 GR 015 GR297.5 5413. GR 015 X118786. 45. 45. 45. X1 053 X3 10 X3 055 * Channel "n" value of 0.045 provided by SCVWD and confirmed by Nolte 1/91 field* 001 * reconnaisance. * 001 NC .162 .162 .045 NC 029 X118787.46. 5210. 5413. 1. 1. 1. X1 053 X3 10 5255. 298. 5346. 298. X3 055 GR 375.7 4119.3 351.4 4172.5 320.4 4243 303.4 4310.3 301.8 4336.5GR 015 GR 293.3 4387.8 293.3 4427.3 297.3 4448.9 296.9 4510.7 297.2 4600.2GR 015 GR 294.8 4676.2 297 4715.9 296.2 4860.3 294.9 4866.9 294.9 4904.6GR 015 GR 296.8 4922.5 298.2 5114.2 299.8 5210. 292. 5223. 292. 5252. GR 015 GR 289. 5262. 287. 5267. 287. 5296. 287.5 5300. 288. 5305. GR 015 GR 292. 5314. 294. 5318. 293.5 5397. 299.8 5413. 297.5 5486.9GR 015 GR 295.7 5522.6 296.7 5543.6 295.5 5710.7 291.4 5745.1 291.3 5782.3GR 015 GR 292.5 5818. 289.7 5857.7 289.7 5896.2 290.8 5937.4 290.7 5993.2GR 015 GR 290.7 6025.6 296. 6052.8 299.5 6099.3 299.9 6213.5 299.4 6406.7GR 015 GR 298.8 6627.9 GR 015 X118933.45. 5218. 5455. 165. 85. 146. X1 053 X3 10 X3 055 GR 312.1 4421.4 312.5 4569.6 308.9 4579.8 308.9 4642.6 306.5 4655.8GR 015 GR 306.4 4726.4 304.4 4744.7 304.1 4799.4 300.2 4825.3 299.1 4884.3GR 015 GR 296.7 5033.1 296 5128.4 295.4 5145 295.4 5176.6 298.7 5218.GR 015 GR 293. 5234. 290. 5285. 289. 5288. 287. 5290. 289. 5328.GR 015 GR 290. 5334. 294. 5344. 294. 5392. 293.6 5440. 298.9 5455.GR 015 GR 298.2 5467.2 294 5485.4 292.4 5495.2 291.4 5527.1 294.3 5550.6GR 015 GR 293.9 5633.3 292.4 5773.8 290.4 5795.6 290.6 5828.7 293 5853.3GR 015 GR 293.2 5946.6 303 5966.7 303.5 6095.9 303.5 6165.5 301 6201.9GR 015 GR 301 6235.7 303 6267 304.6 6349.1 306.5 6361 306.2 6376.4GR 015 NC .1 .3 NC 029 X119296 47. 5169. 5393. 363. 363. 363. X1 053 X3 10 X3 055 GR 313.3 4372.4 313.7 4520.6 310.1 4530.8 310.1 4593.6 307.7 4606.8GR 015 GR 307.6 4677.4 305.6 4695.7 305.3 4750.4 301.4 4776.3 300.3 4835.3GR 015 GR 297.9 4984.1 297.2 5079.4 296.6 5096 296.6 5127.6 300.5 5149.8GR 015 GR299.8 5169. 296. 5177. 293. 5257. 292. 5287. 292. 5290. GR 015 GR291.5 5300. 292. 5310. 295. 5330. 297. 5336. 297. 5355. GR 015 GR295. 5379. 299.6 5393. 300.8 5405.2 296.6 5423.4 295 5433.2 GR 015 GR 294 5465.1 296.9 5488.6 296.5 5571.3 295. 5711.8 293. 5733.6GR 015 GR 293.2 5766.7 295.6 5791.3 295.8 5884.6 305.6 5904.7 306.1 6033.9 GR 015 GR 306.1 6103.5 303.6 6139.9 303.6 6173.7 305.6 6205 307.2 6287.1 GR 015 GR 309.1 6299 308.8 6314.4 GR 015 * Distance between stations reduced from 503 to 450 feet baed on Nolte 11/92 * 001 * reconciliation of SCVWD stationing with actual cross section locations. * 001 X119799.39. 5172. 5397. 450. 450. 450. X1 053 X3 10 X3 055 GR 317.6 4078.1 316.1 4222.4 313.8 4267.2 312.4 4360.4 311.7 4437.8GR 015 GR 309.2 4500.1 309.2 4536.7 305.3 4550.5 303.6 4681.8 301 4915.9GR 015 GR 299.5 5089 299.5 5123.3 304.2 5143.3 302.2 5172. 298.4 5190. GR 015 GR 298. 5250. 295. 5273. 292.5 5300. 295. 5315. 300. 5330. GR 015 GR 298.5 5373. 303.1 5397. 304.9 5407.1 299.6 5427.3 297.6 5439.4GR 015 GR 297.2 5472.1 298.2 5488.1 298.2 5642.6 297.6 5684.7 299.3 5721GR 015 GR 300.8 5813.3 304.2 5834.1 312.1 5854.6 313.4 5917.1 314.8 5920.2GR 015 GR 314.5 6022.4 311.4 6060.9 311.5 6095.9 313.4 6145.9 GR 015 X120300.40. 5196. 5421. 501. 501. 501. X1 053 X3 10.0 X3 055 GR 321.4 4102.1 319.9 4246.4 317.6 4291.2 316.2 4384.4 315.5 4461.8GR 015 GR 313 4524.1 313 4560.7 309.1 4574.5 307.4 4705.8 304.8 4939.9GR 015 GR 303.3 5113 303.3 5147.3 308 5167.3 306.5 5196. 301. 5227.GR 015 GR 305. 5245. 300. 5265. 297. 5290. 296.5 5300. 297. 5312.GR 015 GR 305. 5363. 302.5 5392. 306.5 5421. 307.8 5433.5 302 5452.4GR 015 GR 301.7 5498.5 302.5 5521 302.4 5682.5 304.8 5821.7 314 5845.9GR 015 GR 313.9 5859.6 311.9 5868.7 311.9 5880.9 315.9 5889.9 315.9 5898.1GR 015 GR 321.2 5910.6 323.6 5937.6 328 6032.5 328.4 6071.4 332.1 6092.5GR 015 X120805.44. 5128. 5365. 505. 505. 505. X1 053 X3 10 X3 055 GR 320.5 4064.8 319.2 4293.6 316.8 4308.8 316.2 4370.7 311.8 4381.4GR 015 GR 311.3 4386.2 310 4396.3 308.6 4434.3 310.3 4466.3 310.1 4578.7GR 015 GR 309.1 4732.5 308.9 4957.5 307.8 5039.2 306.8 5082.3 312 5098.7GR 015 GR 310.4 5128. 306.5 5146. 307. 5224. 308. 5234. 305. 5245.GR 015 GR 302. 5271. 301. 5291. 300.5 5300. 301. 5309. 305. 5331.GR 015 GR 307.5 5351. 310.4 5365. 313 5377.5 307.2 5396.4 306.9 5442.5GR 015 GR 307.7 5465 307.6 5626.5 310 5765.7 319.2 5789.9 319.1 5803.6GR 015 GR 317.1 5812.7 317.1 5824.9 321.1 5833.9 321.1 5842.1 326.4 5854.6GR 015 GR 328.8 5881.6 333.2 5976.5 333.6 6015.4 337.3 6036.5 GR 015 X121307.41. 5213. 5446. 502. 502. 502. X1 053 X3 10.0 X3 055 GR 326.5 4185.7 325.9 4198.4 325.5 4232.7 327.4 4269.4 328 4349GR 015 GR 325 4360.2 324.2 4436.5 322.5 4463.9 319.6 4563.1 311.8 4774.7GR 015 GR 311 5059.1 311.6 5165.2 313.2 5174.3 317.8 5195.8 314.7 5213.GR 015 GR 310. 5233. 313. 5250. 305. 5287. 304.5 5300. 305. 5323. GR 015 GR 310. 5334. 311. 5343. 311. 5433. 314.7 5446. 318.5 5467GR 015 GR 318.2 5478.8 312.2 5495.8 312 5531.1 313.5 5569.2 313.1 5715.7GR 015 GR 311.5 5809.6 311.5 5858.9 313.1 5958.9 327.8 5999.7 329.6 6019.8GR 015 GR 331.7 6086.1 332.5 6144.3 339.6 6168.1 338.3 6190.8 335.9 6213.4GR 015 GR 337.3 6255.1 GR 015 * Distance between stations reduced from 501 to 400 feet baed on Nolte 11/92 * 001 * reconciliation of SCVWD stationing with actual cross section locations. * 001 X121808.36. 5181. 5395. 400. 400. 400. X1 053 X3 10 X3 055 GR 333.2 4289.6 333.3 4466 330.9 4474.1 330.6 4521.8 332 4554GR 015 GR 331.3 4635.9 319.1 4678.8 316.5 4799.9 315.3 4836.7 317.7 4866.3GR 015 GR 317.5 4971.7 315.6 5102.9 315.6 5137.2 321.1 5165.9 320.5 5181.GR 015 GR 313 5203. 315. 5228. 318. 5239. 315. 5250. 310. 5259.GR 015 GR 310. 5286. 308.5 5300. 310. 5321. 315. 5350. 315. 5375.GR 015 GR 320.6 5395. 322.5 5408.2 315.6 5425.4 315.3 5485.1 316.1 5846.6GR 015 GR 316.8 5944 319.7 6101 321 6117.3 321 6148.5 320.6 6152.5GR 015 GR 324.9 6277.6 GR 015 X122205. 29.0 4900.50 5102.50 397.00 397.00 397.00 X1 053 X3 10 X3 055 GR 336.4 4207.8 334.4 4351.8 330.9 4365.7 331.6 4369.8 330.3 4415.5GR 015 GR 326.7 4503.5 326 4682.5 327.1 4784 325.00 4900.50 320.80 4900.50GR 015 GR319.00 4916.50 318.40 4969.50 316.20 4971.5 315.00 5000.00 315.00 5041.00GR 015 GR315.00 5042.50 319.00 5066.50 319.90 5102.50 326.50 5102.50 325 5115.7GR 015 GR 318.1 5132.9 317.8 5192.6 318.6 5554.1 319.3 5651.5 322.2 5808.5GR 015 GR 323.5 5824.8 323.5 5856 323.1 5860 327.4 5985.1 GR 015 * * 001 * Almaden Blvd. Bridge geometry modified based on Nolte 1/91 field observations* 001 * "n" values through Almaden Blvd. bridge based on Nolte 1/91 field obs. * * 001 * * 001 NC 0.025 0.3 0.5 NC 029 X122215. 15.0 4900.50 5102.50 10.00 10.00 10.00 X1 053 X3 10 X3 055 GR325.00 4900.50 320.80 4900.50 319.00 4916.50 318.40 4969.50 325.50 4969.50GR 015 GR325.50 4971.00 316.20 4971.5 315.00 5000.00 315.00 5041.00 326.00 5041.00GR 015 GR326.00 5042.50 315.00 5042.50 319.00 5066.50 319.90 5102.50 326.50 5102.50GR 015 NC 0.213 NC 029 X122275. 60.00 60.00 60.00 X1 053 X3 10 X3 055 NC0.06 0.06 0.045 NC 029 X122311. 33.0 5192.00 5418.00 36.00 36.00 36.00 X1 053 X3 10 X3 055 GR 339 4499.3 337 4643.3 333.5 4657.2 334.2 4661.3 332.9 4707GR 015 GR 329.3 4795 328.6 4974 329.7 5075.5 324.2 5192. 320. 5212GR 015 GR 319. 5256. 315. 5283. 314.5 5300. 315. 5324. 320. 5341.GR 015 GR 319. 5383. 324.2 5418. 326.6 5428.2 322.1 5448.4 318.6 5819.6GR 015 GR 321 5824 322.5 5951.2 324.5 5958 324.5 6013.8 326.6 6023.5GR 015 GR 326.4 6096 333.4 6116.3 333.4 6204.1 336.6 6215.6 336.4 6284.4GR 015 GR 327.7 6395.7 339.4 6419.2 340.3 6521.4 GR 015 X122813. 31. 5221. 5444. 502. 502. 502. X1 053 X3 10 X3 055 GR 338.1 4634 326 4681.4 326.6 4867 327.7 4981.2 329 5005.4GR 015 GR 329.1 5133.4 328.1 5159.4 328.1 5190.4 330 5206.5 328.6 5221.GR 015 GR 323. 5240. 319. 5263. 318. 5280. 316.5 5300. 323. 5332.GR 015 GR 332.5 5417. 328.6 5444. 330.4 5467.4 325.1 5492.3 324.6 5525.2GR 015 GR 326.4 5548.7 326.8 5634.8 328.7 5640.2 328.7 5687.1 332.2 5710GR 015 GR 332.2 5896.1 332.3 5937.2 333.7 5961.6 335.6 6051.5 344.9 6062.4GR 015 GR 345.3 6162 GR 015 NC .1 .3 NC 029 X122933.32. 5233. 5465. 120. 120. 120. X1 053 X3 10 5233. 330. 5415. 330. X3 055 GR 338.3 4646 326.2 4693.4 326.8 4879 327.9 4993.2 329.2 5017.4GR 015 GR 329.3 5145.4 328.3 5171.4 328.3 5202.4 330.2 5218.5 329.4 5233. GR 015 GR 324. 5255. 320. 5264. 319. 5288. 318. 5296. 318. 5313. GR 015 GR 319. 5315. 320. 5324. 325. 5340. 325. 5348. 324.5 5430. GR 015 GR 329.1 5465. 330 5494.8 327.8 5507.1 326.8 5699.2 328.7 5863.8GR 015 GR 331 5978.5 334.9 6100.9 339.5 6111.3 343.8 6146.4 347.1 6211.2GR 015 GR 347.1 6267.9 348.8 6367.6 GR 015 * * 001 * McKean/Harry Bridge geometry modified based on Nolte 1/91 field observations * 001 * "n" values and expansion/contraction coefficients at McKean/Harry Rd. based * 001 * on 1/91 Nolte field obs. * * 001 * * 001 NC 0.025 0.3 0.5 NC 029 X123097. 12.0 4948.00 5051.50 164.00 164.00 164.00 X1 053 X3 10 X3 055 GR330.39 4948.00 320.50 4948.00 320.00 4982.00 331.21 4982.00 331.21 4983.00GR 015 GR320.00 4983.00 320.00 5017.00 331.67 5017.00 331.67 5018.00 320.00 5018.00GR 015 GR320.50 5051.50 331.82 5051.50 GR 015 * END of SCALES FIS (1992) study reach. * 001 X123159. 62.0 62.0 62.0 X1 053 X3 10 X3 055 * "n" values upstream of McKean/Harry based on 1/91 Nolte field reconn. * 001 NC0.06 0.07 0.10 NC 029 X123216. 5.0 4967.50 5054.00 57.00 57.00 57.00 X1 053 X3 10 X3 055 GR327.00 4967.50 321.000 4980.00 320.50 5000.00 321.00 5023.00 328.00 5054.00GR 015 X123232. 11.0 4895.00 5063.00 16.00 16.00 16.00 X1 053 X3 10 4955. 335. 5045. 335. X3 055 GR330.00 4895.00 329.00 4914.00 328.00 4920.00 327.00 4967.00 321.00 4980.50GR 015 GR320.50 5000.00 321.00 5018.50 326.00 5043.50 328.00 5050.50 329.00 5055.5GR 015 GR330.00 5063.00 GR 015 NC.045 .045 .045 .2 .3 NC 029 X123333.9. 4840. 5210. 101. 101. 101. X1 053 X3 10 4915. 333. 5090. 333. X3 055 GR332. 4840. 328. 4882. 326. 4973. 324. 4990. 321. 5000. GR 015 GR322. 5032. 324. 5047. 326. 5055. 332. 5210. GR 015 X123533.9. 4788. 5095. 200. 200. 200. X1 053 X3 10 X3 055 GR334.0 4788. 334.0 4803. 330. 4970. 328. 4978. 324. 4982. GR 015 GR324. 5000. 324. 5032. 328. 5045. 334. 5095. GR 015 EJ EJ 012 ER ER 013