C C 8. C 42600.PERMANENTE CK. D/S END OF CULVERT AT HY.280 C 43200.NATURAL STREAM HEAVILY OVERGROWN C 44710.PRIVATE AUTO BRIDGE SIMPLE SPAN OVER NATURAL CHANNEL C 45240.FOOTBRIDGE DOUBLE SPAN C 48240.ABANDONED SIMPLE SPAN BRIDGE C 49710.MAINTENCE ACCESS RD. SBC. W/VERT C 51050.DBL 6'CMP UNDER RR 131' C 51100.CONCRETE TRAP.CHANNEL T1 GEORGE S. NOLTE AND ASSOCIATES 300.76.48.5 T2 STORAGE DISCHARGE ANALYSIS--P.JORGENSEN T3 PERMANENTE CREEK U/S -- 500YEAR FLOOD FINAL FLOWS J1 2. -1. -1. 278. J21. J338. 43. 25. 42. 14. 13. 15. 4. 53. 54. J350. 61. 0. 38. 23. 24. 14. 43. 26. 7. J36. 27. 28. 34. 3. 1. QT6. 3480. 2570. 2160. 1250. 3480. 2570. NC.08 .08 .015 .1 .3 ET 10.4 X142304.4. 0. 21. GR302. 276. 0.1 276. 21. 302. 21.1 SB 1.89 2.6 20. 200. 277. 276. X142600. 296. 296. 296. X2 1. 287. 302. X310. 287. 287. BT2. 302. 287. 21.1 302. 287. NC.06 .06 .04 .2 .3 X143200.7. 0. 56. 600. 600. 600. GR294.7 288.7 10. 286.8 20. 285.3 31. 285.3 40. GR293.8 56. 296.8 69. X143760.6. 65. 560. 560. 560. GR304.5 299.2 26. 294.5 46. 294.5 54. 304.7 65. GR305.2 85. QT6. 2310. 1720. 1460. 855. 2310. 1720. X144698.6. 50.1 938. 938. 938. GR330. 324. .1 317. 19. 317. 31. 327. 50. GR330. 50.1 SB 1.3 2.6 12. 341. 1.73 317. 316.9 X144710.6. 50.1 12. 12. 12. X2 1. 327. 330. X3 10. 327. 327. BT6. 330. 330. .1 330. 327. 19. 330. 327. BT31. 330. 327. 50. 330. 327. 50.1 330. 330. GR330. 327. .1 317. 19. 317. 31. 327. 50. GR330. 50.1 NC.06 .06 .05 X145232.6. 28.1 522. 522. 522. GR336.5 334.9 .1 326. 8. 326.9 18. 334.9 28. GR336.5 28.1 SB 1.27 2.6 10. 170. 4.75 326.9 326.8 X145240.6. 28.1 8. 8. 8. X2 1. 334.9 336.5 X310. 334.9 334.9 BT6. 336.5 336.5 .1 336.5 334.9 8. 336.5 334.9 BT18. 336.5 334.9 28. 336.5 336.5 28.1 336.5 336.5 GR336.5 334.9 .1 326.9 8. 326.9 18. 334.9 28. GR336.5 28.1 NC.07 .07 .07 X145930.6. 15. 34. 690. 690. 690. GR355.5 353.5 15. 346.5 16. 346.5 32. 357.5 34. GR358.5 54. X146770.6. 50. 120. 840. 840. 840. GR373.7 372.7 50. 367. 51. 367. 81. 377.6 120. GR380. 160. X147380.5. 50. 610. 610. 610. GR383.5 373.5 1. 373.5 25. 374.5 50. 380. 75. X147845.4. 69. 465. 465. 465. GR398.4 386. 1. 386. 13. 398. 69. QT6. 1955. 1475. 1260. 760. 1955. 1475. X148226.5. 15.1 381. 381. 381. GR408.1 396.7 .1 396.7 15. 408.1 15.1 409. 45. SB 1.49 2.6 15. 135. 396.7 396.6 X148240.5. 15.1 14. 14. 14. X2 1. 405.7 408.1 X310. 405.7 405.7 BT5. 408.1 408.1 .1 408.1 405.1 15. 408.1 405.1 BT15.1 408.1 408.1 45. 409. 409. GR408.1 396.7 .1 396.7 15. 408.1 15.1 409. 45. X149300.5. 25. 82. 1060. 1060. 1060. GR427.5 423. 25. 418. 37. 418. 69. 425. 82. ET 14.4 X149691.8. 13. 21.8 291. 291. 291. GR433.2 429. 5. 428. 13. 424.2 13.1 424.2 21.7 GR428.2 21.8 429. 56. 430. 96. SB 1.59 2.6 8.5 25.8 418. 417.8 X149710.8. 13. 21.8 19. 19. 19. X2 1. 427.2 428.2 X310. 427.2 427.2 BT8. 433.2 433.2 5. 429. 429. 13. 428.2 428.2 BT13.1 428.2 427.2 21.7 428.2 427.2 21.8 428.2 428.2 56. BT429. 429. 96. 430. 430. GR433.2 429. 5. 428.2 13. 424.2 13.1 424.2 21.7 GR428.2 21.8 429. 56. 430. 96. X150320.4. 45. 610. 610. 610. GR448.3 436.4 12. 436.4 25. 444.4 45. X150590.4. 41. 270. 270. 270. GR448.8 441.8 10. 441.8 19. 449.8 41. NC.07 .07 .024 .5 .7 X150919.4. 30. 599. 599. 599. GR465.6 455.6 10. 455.6 20. 465.6 30. SB 1.68 2.6 9. 56. 457.9 455.6 X151050.19. 41. 131. 131. 131. X2 1. 463.9 470.9 X310. 463.9 463.9 BT19. 470.9 470.9 13. 470.9 460.9 14. 470.9 460.9 BT14.5 470.9 461.4 15.5 470.9 463.4 17. 470.9 463.9 18.5 BT470.9 463.4 19.5 470.9 462.4 20. 470.9 460.9 21. 470.9 BT460.9 21.5 470.9 461.9 22.5 470.9 463.4 24. 470.9 463.9 BT25.5 470.9 463.4 26.5 470.9 461.4 27. 470.9 460.9 28. BT470.9 460.9 41. 470.9 470.9 70. 470.9 470.9 GR470.9 460.9 13. 460.9 14. 459.4 14.5 458.4 15.5 GR457.9 17. 458.9 18.5 459.4 19.5 460.9 20. 460.9 21. GR459.4 21.5 458.4 22.5 457.9 24. 458.4 25.5 459.4 26.5 GR460.9 27. 460.9 28. 470.9 41. 470.9 70. NC.03 .03 .04 .1 .2 X151100.5. 44.9 50. 50. 50. GR473. 460. 11.9 460. 24.9 470. 44.9 471. 144.9 X151680.6. 24. 580. 580. 580. GR490. 480. 10. 480. 18. 485.7 24. 486.7 74. GR487. 140. NC.03 .03 .02 X152870.6. 24. 1190. 1190. 1190. GR540. 530. 10. 530. 18. 535. 24. 536.7 74. GR537. 140. EJ T1 GEORGE S. NOLTE AND ASSOCIATES 300.76.48.5 T2 STORAGE DISCHARGE ANALYSIS--P.JORGENSEN T3 PERMANENTE CREEK U/S -- 100YEAR FLOOD FINAL FLOWS J1 3. -1. -1. 278. J22. T1 GEORGE S. NOLTE AND ASSOCIATES 300.76.48.5 T2 STORAGE DISCHARGE ANALYSIS--P.JORGENSEN T3 PERMANENTE CREEK U/S -- 50YEAR FLOOD FINAL FLOWS J1 4. -1. -1. 278. J23. T1 GEORGE S. NOLTE AND ASSOCIATES 300.76.48.5 T2 STORAGE DISCHARGE ANALYSIS--P.JORGENSEN T3 PERMANENTE CREEK U/S -- 10YEAR FLOOD FINAL FLOWS J1 5. -1. -1. 278. J215. ER