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 5     KOOTENAY RIVER     PROJECT 9217R011     JUNE 1992
 
POINT    DISTANCE    CHAINAGE   ELEVATION    NO.    REMARKS
 
                         0.00      535.69      0    DUMMY
          2000.00
  700                 2000.00      535.69      1    1997 0+00 X/S 5  
            26.41
 3684                 2026.41      538.95      2    AT MON 334 LB    5
             1.33
 3683                 2027.74      538.98      3    TOP              5
             1.94
 3682                 2029.68      538.57      4    .                5
             2.15
 3681                 2031.83      538.01      5    .                5
             2.82
 3680                 2034.65      537.37      6    .                5
             1.99
 3679                 2036.64      537.08      7    .                5
             2.46
 3678                 2039.10      536.25      8    .                5
             2.02
 3677                 2041.12      536.61      9    .                5
             1.00
 3676                 2042.12      536.33     10    .                5
             2.33
 3675                 2044.45      535.65     11    .                5
             2.81
 3674                 2047.26      535.40     12    .                5
             2.21
 3673                 2049.47      535.70     13    .                5
             2.24
 3672                 2051.71      535.97     14    TOP CUT          5
             0.18
 3671                 2051.89      535.39     15    .                5
             0.99
 3670                 2052.88      534.22     16    TOE CUT          5
             1.41
 3669                 2054.29      533.98     17    .                5
             0.27
 3668                 2054.56      533.56     18    .                5
             1.86
 3667                 2056.42      533.32     19    TOP CUT          5
             0.43
 3666                 2056.85      532.23     20    TOE CUT          5
             0.32
 3665                 2057.17      532.05     21    WL LB            5
             2.49
 3664                 2059.66      531.58     22    .5               5
             0.98
 3663                 2060.64      531.03     23    1.02             5
             2.35
 3662                 2062.99      530.36     24    FIX 519          5
             0.92
 3661                 2063.91      529.69     25    2.36             5
X/S 5     KOOTENAY RIVER     PROJECT 9217R011     JUNE 1992
 
POINT    DISTANCE    CHAINAGE   ELEVATION    NO.    REMARKS
 
             0.60
 3660                 2064.50      529.46     26    SUND BP 518-519  5
             1.60
 3659                 2066.10      529.06     27    SUND BP 518-519  5
             0.27
 3658                 2066.37      528.56     28    SUND BP 518-519  5
             1.33
 3657                 2067.70      526.56     29    FIX 518          5
             1.50
 3656                 2069.20      525.56     30    SUND BP 517-518  5
             1.40
 3655                 2070.60      524.56     31    SUND BP 517-518  5
             2.50
 3654                 2073.09      522.26     32    FIX 517          5
             2.60
 3653                 2075.69      520.61     33    SUND BP 516-517  5
             1.35
 3652                 2077.05      520.66     34    SUND BP 516-517  5
             2.70
 3651                 2079.75      519.96     35    FIX 516          5
             1.07
 3650                 2080.82      519.16     36    SUND BP 515-516  5
             2.80
 3649                 2083.61      519.06     37    SUND BP 515-516  5
             2.00
 3648                 2085.61      518.06     38    SUND BP 515-516  5
             2.00
 3647                 2087.61      517.86     39    SUND BP 515-516  5
             0.53
 3646                 2088.14      517.16     40    FIX 515          5
             1.69
 3645                 2089.84      517.31     41    SUND BP 514-515  5
             2.15
 3644                 2091.98      517.96     42    SUND BP 514-515  5
             1.02
 3643                 2093.00      517.96     43    SUND BP 514-515  5
             1.13
 3642                 2094.13      517.51     44    SUND BP 514-515  5
             0.68
 3641                 2094.81      517.51     45    FIX 514          5
             0.12
 3640                 2094.93      517.46     46    SUND BP 513-514  5
             4.82
 3639                 2099.76      517.96     47    SUND BP 513-514  5
             2.35
 3638                 2102.11      518.36     48    FIX 513          5
             1.55
 3637                 2103.66      518.56     49    SUND BP 512-513  5
             4.53
 3636                 2108.19      518.91     50    SUND BP 512-513  5
             1.42
X/S 5     KOOTENAY RIVER     PROJECT 9217R011     JUNE 1992
 
POINT    DISTANCE    CHAINAGE   ELEVATION    NO.    REMARKS
 
 3635                 2109.61      518.91     51    FIX 512          5
             4.62
 3634                 2114.23      519.06     52    SUND BP 511-512  5
             2.79
 3633                 2117.02      519.06     53    FIX 511          5
             7.30
 3632                 2124.32      519.91     54    FIX 510          5
             8.39
 3631                 2132.70      520.61     55    FIX 509          5
             1.27
 3630                 2133.97      520.76     56    SUND BP 508-509  5
             4.43
 3629                 2138.40      520.36     57    SUND BP 508-509  5
             1.27
 3628                 2139.67      520.36     58    FIX 508          5
             1.25
 3627                 2140.92      520.46     59    SUND BP 507-508  5
             1.25
 3626                 2142.18      520.41     60    SUND BP 507-508  5
             5.64
 3625                 2147.82      522.01     61    FIX 507          5
             2.49
 3624                 2150.31      522.56     62    SUND BP 506-507  5
             3.15
 3623                 2153.46      523.06     63    SUND BP 506-507  5
             1.84
 3622                 2155.30      523.11     64    FIX 506          5
             2.72
 3621                 2158.02      523.26     65    SUND BP 505-506  5
             0.99
 3620                 2159.01      523.26     66    SUND BP 505-506  5
             4.57
 3619                 2163.58      523.81     67    FIX 505          5
             6.25
 3618                 2169.83      524.96     68    FIX 504          5
             1.56
 3617                 2171.39      525.46     69    SUND BP 503-504  5
             1.89
 3616                 2173.29      526.06     70    SUND BP 503-504  5
             3.68
 3615                 2176.96      526.56     71    FIX 503          5
             5.82
 3614                 2182.78      527.46     72    FIX 502          5
             3.28
 3613                 2186.07      528.16     73    SUND BP 501-502  5
             1.88
 3612                 2187.94      528.86     74    FIX 501          5
             4.33
 3611                 2192.27      530.18     75    1.9              5
             1.75
 3610                 2194.02      530.69     76    1.4              5
X/S 5     KOOTENAY RIVER     PROJECT 9217R011     JUNE 1992
 
POINT    DISTANCE    CHAINAGE   ELEVATION    NO.    REMARKS
 
             1.62
 3609                 2195.64      531.26     77    .81              5
             1.72
 3608                 2197.36      531.80     78    .29              5
             1.64
 3607                 2199.00      532.06     79    WL RB            5
             0.20
 3606                 2199.20      532.10     80    .                5
             0.37
 3605                 2199.56      533.47     81    .                5
             0.54
 3604                 2200.10      533.61     82    1M UNDERCUT      5
             0.06
 3603                 2200.16      535.81     83    TOP CUT          5
             0.55
 3602                 2200.72      536.35     84    TOP BANK         5
             2.10
 3601                 2202.82      536.68     85    .                5
             1.60
 3600                 2204.42      536.95     86    G/L MON 333 RB   5
 
JOIN  700-3600  S 22d8'47" E  204.42
