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 7     KOOTENAY RIVER     PROJECT 9217R011     JUNE 1992
 
POINT    DISTANCE    CHAINAGE   ELEVATION    NO.    REMARKS
 
                         0.00      536.69      0    DUMMY
          2000.00
16373                 2000.00      536.69      1    1973 0+00 X/S 7  
            24.43
 3800                 2024.43      539.11      2    AT MON 348 LB    7
             1.48
 3801                 2025.92      539.10      3    TOP DYKE         7
             0.68
 3802                 2026.59      538.91      4    .                7
             1.39
 3803                 2027.99      538.36      5    .                7
             3.79
 3804                 2031.78      537.34      6    .                7
             1.51
 3805                 2033.29      536.93      7    .                7
             4.56
 3806                 2037.85      536.34      8    .                7
             7.37
 3807                 2045.22      535.86      9    .                7
             8.34
 3808                 2053.56      535.54     10    .                7
             4.79
 3809                 2058.35      534.46     11    TOE              7
             3.95
 3810                 2062.31      534.46     12    TOE              7
             4.45
 3811                 2066.76      535.39     13    .                7
             5.71
 3812                 2072.47      535.43     14    .                7
             1.90
 3813                 2074.36      535.84     15    TOP              7
             9.36
 3814                 2083.73      536.10     16    .                7
             1.20
 3815                 2084.93      536.01     17    .                7
             3.08
 3816                 2088.01      535.47     18    .                7
             7.97
 3817                 2095.97      535.57     19    .                7
             2.35
 3818                 2098.33      536.38     20    .                7
             5.64
 3819                 2103.97      536.44     21    .                7
             1.44
 3820                 2105.41      536.27     22    .                7
             8.22
 3821                 2113.63      536.72     23    .                7
             7.08
 3822                 2120.71      536.85     24    .                7
             5.49
 3823                 2126.20      536.45     25    .                7
X/S 7     KOOTENAY RIVER     PROJECT 9217R011     JUNE 1992
 
POINT    DISTANCE    CHAINAGE   ELEVATION    NO.    REMARKS
 
             3.74
 3824                 2129.94      536.34     26    .                7
             4.22
 3825                 2134.16      536.32     27    .                7
             1.35
 3826                 2135.51      536.31     28    .                7
             2.17
 3827                 2137.68      534.34     29    ON SLOPE         7
             1.41
 3828                 2139.09      533.25     30    TOP CUT          7
             0.24
 3829                 2139.33      532.40     31    TOE CUT          7
             0.74
 3830                 2140.07      532.07     32    WL LB            7
             0.14
 3831                 2140.21      531.63     33    .41              7
             2.13
 3832                 2142.34      530.99     34    1.08             7
             2.29
 3833                 2144.63      530.32     35    1.76             7
             1.33
 3834                 2145.96      529.62     36    FIX 501          7
             0.40
 3835                 2146.35      529.41     37    2.63             7
             2.24
 3836                 2148.59      528.57     38    SUND BP 501-502  7
             2.08
 3837                 2150.67      526.87     39    FIX 502          7
             6.29
 3838                 2156.96      523.87     40    FIX 503          7
             2.34
 3839                 2159.30      523.27     41    SUND BP 503-504  7
             5.31
 3840                 2164.61      523.12     42    FIX 504          7
             1.55
 3841                 2166.16      523.18     43    SUND BP 504-505  7
             3.41
 3842                 2169.57      523.22     44    SUND BP 504-505  7
             3.10
 3843                 2172.66      523.02     45    SUND BP 504-505  7
             0.77
 3844                 2173.44      523.07     46    FIX 505          7
             2.00
 3845                 2175.44      523.18     47    SUND BP 505-506  7
             2.16
 3846                 2177.60      523.18     48    SUND BP 505-506  7
             5.16
 3847                 2182.76      522.87     49    FIX 506          7
             2.66
 3848                 2185.42      522.62     50    SUND BP 506-507  7
             4.43
X/S 7     KOOTENAY RIVER     PROJECT 9217R011     JUNE 1992
 
POINT    DISTANCE    CHAINAGE   ELEVATION    NO.    REMARKS
 
 3849                 2189.85      521.62     51    SUND BP 506-507  7
             2.13
 3850                 2191.97      521.27     52    FIX 507          7
             2.04
 3851                 2194.01      521.07     53    SUND BP 507-508  7
             0.85
 3852                 2194.86      520.57     54    SUND BP 507-508  7
             6.62
 3853                 2201.48      519.77     55    FIX 508          7
             3.71
 3854                 2205.19      519.07     56    SUND BP 508-509  7
             3.04
 3855                 2208.23      518.07     57    SUND BP 508-509  7
             1.69
 3856                 2209.92      518.42     58    FIX 509          7
             1.70
 3857                 2211.62      518.57     59    SUND BP 509-510  7
             1.87
 3858                 2213.49      518.47     60    SUND BP 509-510  7
             0.51
 3859                 2214.01      517.57     61    SUND BP 509-510  7
             4.43
 3860                 2218.44      515.77     62    FIX 510          7
             3.43
 3861                 2221.87      514.87     63    SUND BP 510-511  7
             4.87
 3862                 2226.74      515.92     64    FIX 511          7
             3.15
 3863                 2229.88      517.32     65    SUND BP 511-512  7
             1.57
 3864                 2231.46      517.87     66    SUND BP 511-512  7
             5.25
 3865                 2236.70      519.07     67    FIX 512          7
             3.98
 3866                 2240.69      519.87     68    SUND BP 512-513  7
             2.99
 3867                 2243.67      520.02     69    SUND BP 512-513  7
             1.33
 3868                 2245.00      519.97     70    FIX 513          7
             5.97
 3869                 2250.97      519.07     71    SUND BP 513-514  7
             3.24
 3870                 2254.21      518.47     72    FIX 514          7
             4.15
 3871                 2258.36      517.07     73    SUND BP 514-515  7
             4.15
 3872                 2262.51      516.17     74    FIX 515          7
             3.51
 3873                 2266.02      515.52     75    SUND BP 515-516  7
             2.46
 3874                 2268.48      518.32     76    SUND BP 515-516  7
X/S 7     KOOTENAY RIVER     PROJECT 9217R011     JUNE 1992
 
POINT    DISTANCE    CHAINAGE   ELEVATION    NO.    REMARKS
 
             3.16
 3875                 2271.63      518.87     77    FIX 516          7
             4.65
 3876                 2276.28      520.07     78    SUND BP 516-517  7
             3.41
 3877                 2279.69      521.47     79    FIX 517          7
             1.14
 3878                 2280.83      522.87     80    SUND BP 517-518  7
             0.55
 3879                 2281.37      523.27     81    SUND BP 517-518  7
             1.31
 3880                 2282.68      523.57     82    FIX 518          7
             6.52
 3881                 2289.21      526.24     83    5.8              7
             1.26
 3882                 2290.47      527.66     84    4.4              7
             0.52
 3883                 2290.99      528.64     85    3.36             7
             2.98
 3884                 2293.98      529.74     86    2.34             7
             1.93
 3885                 2295.90      530.47     87    1.6              7
             1.40
 3886                 2297.31      531.08     88    1                7
             1.07
 3887                 2298.38      531.78     89    .3               7
             1.28
 3888                 2299.66      532.08     90    WL RB            7
             0.49
 3889                 2300.15      532.48     91    TOE CUT          7
             1.26
 3890                 2301.41      533.59     92    TOP CUT          7
             1.69
 3891                 2303.10      533.62     93    TOE CUT          7
             1.63
 3892                 2304.73      536.96     94    TOP BANK         7
             3.87
 3893                 2308.60      537.38     95    .                7
             0.05
 3894                 2308.64      537.37     96    .                7
             5.86
 3895                 2314.50      537.46     97    AT MON 347 RB    7
 
JOIN  16373-3895  S 27d53'54" E  314.50
