NOTE:
	    
This information is considered historical as it represents channel 
conditions and configuration at the time of the  survey only.  User 
must accept responsibility of ensuring  that the accuracy  and 
completeness of  provided data is suitable for the needs of the 
project or study.   It is provided "as is" without warranty of any 
kind,  whether express or implied.  Under  no  circumstances will the 
Government of British Columbia be liable  to any person or business 
entity for any   direct,  indirect, special, incidental, consequential, 
or other  damages based on any use of this information.

X/S 23     KOOTENAY RIVER     PROJECT 9217R011     JUNE 1992
 
POINT    DISTANCE    CHAINAGE   ELEVATION    NO.    REMARKS
 
                         0.00      542.59      0    DUMMY
          2000.00
 5900                 2000.00      542.59      1    G/L MON 366 LB  23
             0.23
 5901                 2000.23      542.61      2    .               23
             0.60
 5902                 2000.83      542.45      3    .               23
             1.94
 5903                 2002.78      542.41      4    .               23
             1.30
 5904                 2004.08      542.46      5    .               23
             2.00
 5905                 2006.08      542.12      6    .               23
             3.09
 5906                 2009.17      542.07      7    .               23
             2.98
 5907                 2012.15      541.61      8    .               23
             0.60
 5908                 2012.75      541.34      9    .               23
             2.41
 5909                 2015.16      541.01     10    .               23
             1.37
 5910                 2016.53      540.54     11    .               23
             2.62
 5911                 2019.15      540.07     12    .               23
             1.44
 5912                 2020.59      539.56     13    .               23
             2.80
 5913                 2023.39      539.02     14    .               23
             1.31
 5914                 2024.69      538.52     15    TOP ROCK CLIFF  23
             0.39
 5915                 2025.09      537.75     16    .               23
             0.56
 5916                 2025.64      535.79     17    .               23
             0.78
 5917                 2026.43      534.45     18    .               23
             0.75
 5918                 2027.17      532.01     19    WL LB           23
             0.03
 5919                 2027.20      531.79     20    .23             23
             0.52
 5920                 2027.73      531.80     21    .22             23
             2.35
 5921                 2030.07      531.49     22    .51             23
             2.06
 5922                 2032.13      531.43     23    .6              23
             2.39
 5923                 2034.52      531.58     24    .46             23
             0.48
 5924                 2035.00      532.01     25    0               23
X/S 23     KOOTENAY RIVER     PROJECT 9217R011     JUNE 1992
 
POINT    DISTANCE    CHAINAGE   ELEVATION    NO.    REMARKS
 
             1.09
 5925                 2036.10      532.01     26    .02             23
             0.84
 5926                 2036.94      531.82     27    .22             23
             0.25
 5927                 2037.19      530.97     28    1.06            23
             0.61
 5928                 2037.80      530.36     29    1.4             23
             0.65
 5929                 2038.45      530.33     30    1.7             23
             2.19
 5930                 2040.64      529.75     31    2.3             23
             2.25
 5931                 2042.89      529.14     32    2.9             23
             0.89
 5932                 2043.78      529.41     33    FIX 501         23
             2.32
 5933                 2046.10      528.41     34    FIX 502         23
             1.17
 5934                 2047.27      527.76     35    SUND BP 502-503 23
             0.76
 5935                 2048.03      527.71     36    SUND BP 502-503 23
             0.28
 5936                 2048.31      527.46     37    SUND BP 502-503 23
             0.62
 5937                 2048.93      527.41     38    FIX 503         23
             1.20
 5938                 2050.13      527.26     39    SUND BP 503-504 23
             4.14
 5939                 2054.27      525.41     40    FIX 504         23
             4.57
 5940                 2058.84      523.21     41    FIX 505         23
             2.27
 5941                 2061.12      522.51     42    SUND BP 505-506 23
             1.08
 5942                 2062.19      521.96     43    SUND BP 505-506 23
             1.80
 5943                 2063.99      521.71     44    FIX 506         23
             0.99
 5944                 2064.98      521.51     45    SUND BP 506-507 23
             2.13
 5945                 2067.12      519.71     46    SUND BP 506-507 23
             0.99
 5946                 2068.11      519.31     47    SUND BP 506-507 23
             1.71
 5947                 2069.82      519.26     48    FIX 507         23
             1.44
 5948                 2071.25      518.96     49    SUND BP 507-508 23
             2.15
 5949                 2073.41      519.06     50    SUND BP 507-508 23
             1.72
X/S 23     KOOTENAY RIVER     PROJECT 9217R011     JUNE 1992
 
POINT    DISTANCE    CHAINAGE   ELEVATION    NO.    REMARKS
 
 5950                 2075.13      518.66     51    SUND BP 507-508 23
             1.15
 5951                 2076.28      518.61     52    FIX 508         23
             1.68
 5952                 2077.96      518.51     53    SUND BP 508-509 23
             4.14
 5953                 2082.10      517.26     54    FIX 509         23
             8.61
 5954                 2090.72      517.56     55    FIX 510         23
             2.34
 5955                 2093.05      517.91     56    SUND BP 510-511 23
             2.08
 5956                 2095.13      517.91     57    SUND BP 510-511 23
             1.04
 5957                 2096.17      517.81     58    FIX 511         23
             5.66
 5958                 2101.83      517.96     59    FIX 512         23
             2.00
 5959                 2103.82      518.01     60    SUND BP 512-513 23
             2.66
 5960                 2106.48      517.91     61    SUND BP 512-513 23
             2.00
 5961                 2108.48      518.06     62    SUND BP 512-513 23
             1.33
 5962                 2109.81      518.01     63    SUND BP 512-513 23
             1.60
 5963                 2111.40      518.11     64    SUND BP 512-513 23
             4.66
 5964                 2116.06      517.86     65    FIX 513         23
             1.34
 5965                 2117.40      517.86     66    SUND BP 513-514 23
             1.61
 5966                 2119.01      518.11     67    SUND BP 513-514 23
             2.82
 5967                 2121.83      518.46     68    FIX 514         23
             3.27
 5968                 2125.10      518.61     69    SUND BP 514-515 23
             3.53
 5969                 2128.63      518.71     70    FIX 515         23
             3.65
 5970                 2132.28      518.71     71    SUND BP 515-516 23
             2.19
 5971                 2134.47      518.81     72    FIX 516         23
             1.84
 5972                 2136.31      519.11     73    SUND BP 516-517 23
             4.29
 5973                 2140.60      520.91     74    FIX 517         23
             1.15
 5974                 2141.75      521.61     75    SUND BP 517-518 23
             2.30
 5975                 2144.05      522.91     76    SUND BP 517-518 23
X/S 23     KOOTENAY RIVER     PROJECT 9217R011     JUNE 1992
 
POINT    DISTANCE    CHAINAGE   ELEVATION    NO.    REMARKS
 
             0.23
 5976                 2144.28      523.51     77    SUND BP 517-518 23
             1.15
 5977                 2145.43      524.01     78    FIX 518         23
             0.97
 5978                 2146.39      526.51     79    SUND BP 518-519 23
             4.10
 5979                 2150.50      529.21     80    FIX 519         23
             3.04
 5980                 2153.54      530.30     81    1.72            23
             1.81
 5981                 2155.35      531.20     82    .82             23
             1.52
 5982                 2156.87      531.62     83    .4              23
             1.90
 5983                 2158.77      531.82     84    .21             23
             1.84
 5984                 2160.61      532.03     85    WL RB           23
             0.53
 5985                 2161.14      532.53     86    .               23
             0.67
 5986                 2161.81      533.87     87    .               23
             0.61
 5987                 2162.42      534.95     88    .               23
             0.59
 5988                 2163.01      536.20     89    TOP CUT         23
             1.54
 5989                 2164.55      536.27     90    .               23
             2.07
 5990                 2166.62      536.32     91    .               23
             2.03
 5991                 2168.65      536.32     92    G/L MON 409 RB  23
 
JOIN  5900-5991  N 57d10'53" E  168.65
