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KRIS Garcia River: Chart Table Page
| Area | Lower Garcia / Estuary |
| Topic | Stream Channel: Cross-Sections - Garcia at Kendall Upper-2, 1991-1998 |
Caption: The Chart Table, xs_garcia_kendall_up_1991_1998.dbf, contains Garcia River cross-section surveys at the Upper Kendall-2 cross-section, located on the Kendall property. The cross-section was surveyed between 1991 and 1998. Data are from Mendocino County Water Agency. The 1998 survey notes state that the ground was disturbed by heavy machinery between 115 ft and 400 ft. Header descriptions follow: G_91_DIST = ground distance (station) in feet, from 1991 survey; G_91_ELEV = ground elevation (feet) from 1991 survey; W_91_DIST = ground distance (station) in feet for water surface, from 1991 survey; W_91_ELEV = water surface elevation (feet) from 1991 survey; G_93_DIST = ground distance (station) in feet, from 1993 survey; ETC...
50 rows of a possible 62 have been displayed.
| G_91_DIST | G_91_ELEV | W_91_DIST | W_91_ELEV | G_93_DIST | G_93_ELEV | W_93_DIST | W_93_ELEV | G_97_DIST | G_97_ELEV | W_97_DIST | W_97_ELEV | G_98_DIST | G_98_ELEV | W_98_DIST | W_98_ELEV |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 384 | 28.26 | 455 | 20.62 | 550 | 28.83 | 468.7 | 20 | 569.16 | 31.29 | 528.36 | 24.11 | 576.55 | 31.88 | 538.47 | 23.27 |
| 384 | 27.64 | 464 | 20.62 | 549.87 | 27.65 | 458.19 | 20 | 561.46 | 29.47 | 525.98 | 24.11 | 569.75 | 31.59 | 536.34 | 23.27 |
| 386 | 26.77 | 472 | 20.62 | 546.67 | 27.37 | 449 | 20 | 559.65 | 28.79 | 520.62 | 24.11 | 559.42 | 29.46 | 528.2 | 23.27 |
| 393 | 25.9 | 476.5 | 20.62 | 540.56 | 25.58 | - | - | 556.23 | 27.52 | 513.75 | 24.11 | 556.28 | 28.79 | 515.76 | 23.27 |
| 398 | 24.23 | - | - | 523.76 | 24.21 | - | - | 550.6 | 27.45 | 508 | 24.11 | 550 | 27.45 | 503.23 | 23.27 |
| 404 | 23.43 | - | - | 510.7 | 23.98 | - | - | 550.41 | 27.08 | 503.56 | 24.11 | 543.18 | 26.48 | 489.16 | 23.27 |
| 405 | 22.01 | - | - | 500.01 | 25.02 | - | - | 550.01 | 28.79 | 498.77 | 24.11 | 538.47 | 23.27 | - | - |
| 409 | 21.56 | - | - | 493.07 | 23.4 | - | - | 550 | 28.83 | 493.42 | 24.11 | 536.34 | 22.04 | - | - |
| 419 | 21.85 | - | - | 479.88 | 21.78 | - | - | 549.86 | 28.79 | 485.42 | - | 528.2 | 22.1 | - | - |
| 432 | 21.46 | - | - | 468.7 | 20.03 | - | - | 545.57 | 27.58 | 476.98 | - | 515.76 | 22.58 | - | - |
| 444 | 21.22 | - | - | 458.19 | 18.66 | - | - | 538.15 | 25.95 | 463.21 | - | 503.23 | 22.88 | - | - |
| 455 | 20.62 | - | - | 449 | 19.98 | - | - | 532.14 | 24.37 | 456.15 | - | 489.16 | 23.24 | - | - |
| 464 | 19.86 | - | - | 446.6 | 20.56 | - | - | 528.36 | 23.99 | 445.04 | - | 482.42 | 24.33 | - | - |
| 472 | 19.43 | - | - | 426.74 | 21.55 | - | - | 525.98 | 23.24 | 441.53 | - | 472.67 | 24.55 | - | - |
| 476.5 | 20.61 | - | - | 413.45 | 21.37 | - | - | 520.62 | 23.59 | 439.05 | 22.25 | 450.48 | 26.37 | - | - |
| 479 | 21.9 | - | - | 405.95 | 21.8 | - | - | 513.75 | 23.77 | 436.6 | 22.25 | 421.97 | 27.86 | - | - |
| 480 | 23.88 | - | - | 403.21 | 23.36 | - | - | 508 | 23.77 | 434.17 | 22.25 | 392.59 | 27.83 | - | - |
| 490 | 23.73 | - | - | 394.23 | 25.02 | - | - | 503.56 | 23.8 | 431.37 | 22.25 | 383.32 | 26.31 | - | - |
| 496 | 23.95 | - | - | 383.74 | 27.51 | - | - | 498.77 | 23.9 | 429.73 | 22.25 | 383.01 | 28.26 | - | - |
| 500 | 24.07 | - | - | 383.59 | 28.26 | - | - | 493.42 | 24.11 | - | - | 343.41 | 25.16 | - | - |
| 510 | 23.74 | - | - | 381.36 | 28.79 | - | - | 485.42 | 24.25 | - | - | 285.25 | 23.62 | - | - |
| 522 | 23.92 | - | - | 364.39 | 32.8 | - | - | 476.98 | 24.5 | - | - | 240.47 | 24.37 | - | - |
| 534 | 24.92 | - | - | - | - | - | - | 463.21 | 23.89 | - | - | 184.08 | 25.92 | - | - |
| 540 | 25.36 | - | - | - | - | - | - | 456.15 | 24.53 | - | - | 124.43 | 26.84 | - | - |
| 546 | 27.29 | - | - | - | - | - | - | 445.04 | 24.65 | - | - | 114.97 | 28.23 | - | - |
| 549 | 27.48 | - | - | - | - | - | - | 441.53 | 23 | - | - | 112.97 | 28.79 | - | - |
| 550 | 28.79 | - | - | - | - | - | - | 439.05 | 22.25 | - | - | 106.61 | 30.57 | - | - |
| - | - | - | - | - | - | - | - | 436.6 | 21.9 | - | - | 90.34 | 30.33 | - | - |
| - | - | - | - | - | - | - | - | 434.17 | 21.65 | - | - | 52.89 | 32.39 | - | - |
| - | - | - | - | - | - | - | - | 431.37 | 21.91 | - | - | 3.02 | 34.91 | - | - |
| - | - | - | - | - | - | - | - | 429.73 | 22.25 | - | - | 2.53 | 35.16 | - | - |
| - | - | - | - | - | - | - | - | 427.19 | 22.83 | - | - | - | - | - | - |
| - | - | - | - | - | - | - | - | 420.52 | 22.85 | - | - | - | - | - | - |
| - | - | - | - | - | - | - | - | 412.62 | 23.57 | - | - | - | - | - | - |
| - | - | - | - | - | - | - | - | 407.51 | 24.9 | - | - | - | - | - | - |
| - | - | - | - | - | - | - | - | 396.38 | 25.56 | - | - | - | - | - | - |
| - | - | - | - | - | - | - | - | 394.27 | 26.31 | - | - | - | - | - | - |
| - | - | - | - | - | - | - | - | 391.3 | 25.21 | - | - | - | - | - | - |
| - | - | - | - | - | - | - | - | 389.41 | 24.71 | - | - | - | - | - | - |
| - | - | - | - | - | - | - | - | 383.6 | 28.26 | - | - | - | - | - | - |
| - | - | - | - | - | - | - | - | 382.26 | 24.38 | - | - | - | - | - | - |
| - | - | - | - | - | - | - | - | 374.56 | 24.88 | - | - | - | - | - | - |
| - | - | - | - | - | - | - | - | 364.59 | 24.44 | - | - | - | - | - | - |
| - | - | - | - | - | - | - | - | 359.42 | 24.79 | - | - | - | - | - | - |
| - | - | - | - | - | - | - | - | 353.94 | 24.15 | - | - | - | - | - | - |
| - | - | - | - | - | - | - | - | 347.12 | 23.44 | - | - | - | - | - | - |
| - | - | - | - | - | - | - | - | 337.39 | 23.98 | - | - | - | - | - | - |
| - | - | - | - | - | - | - | - | 325.8 | 24.12 | - | - | - | - | - | - |
| - | - | - | - | - | - | - | - | 318.49 | 24.18 | - | - | - | - | - | - |
| - | - | - | - | - | - | - | - | 311.26 | 23.63 | - | - | - | - | - | - |
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