Sorry this is only the survey data---more latter.
(You'll have to call me about the lead list).
 A   0      0.0   0.0  0.0  0.0  0.0  0.0  Reeves Cave (outside)
 *    -1               0.0 10.0-20.0-10.0  -Spring Entrance
 A   1      0.0   0.0  1.0 10.0  3.0  1.0
 A   2    301.0  68.0  2.0  4.0  3.0  0.0
 A   3    347.0  39.0  4.0  3.0  4.0  2.0
 A   4    273.0  21.0  4.0  1.0  9.0  1.0
 A   5    211.0  13.5  1.0  3.0 10.0  0.0
 A   6    326.0  16.0  5.0   .5  9.0  0.0
 A   7    277.0  19.0  2.0  1.0  7.0  0.0
 A   8    228.0  14.0  3.0  4.0  6.0  4.0  B-survey STRAT SECTION
 A   9    315.0  30.0  0.0  3.0  3.0  0.0
 A   10   317.0  19.0  3.0  1.5  1.0   .5
 A   11   219.0   2.5  3.0  1.5  1.0   .5
 A   12   335.0  15.5  4.0  6.0 15.0  1.0  C-survey UP TO BEN'S ROOM
 A   13   276.0  17.0  0.0  2.0  3.0  2.0
 A   14   274.0  22.0  5.0  2.0  4.0  2.0
 A   15   258.0  14.0  0.0  2.0  4.0  2.0
 A   16   286.0  23.0  5.0  1.0  1.0  3.0
 A   17   247.0  20.5  0.0  5.0  2.0  3.0
 A   18   272.0  17.0  5.0  0.0  2.0  2.0
 A   19   289.0  14.5  2.0  7.0  4.0  0.0
 A   20   334.0  10.0  5.0  1.0  5.0  0.0
 A   21   259.0  17.5  6.0  5.0  4.0  0.0
 A   22   311.0   7.0  3.0 12.0  2.0  0.0
 A   23   275.0  18.5  5.0  6.0 15.0  0.0
 A   24   287.0  13.0 17.0 10.0 12.0  0.0
 A   25   295.0  20.5  4.0  6.0  4.0  1.0
 A   26   274.0  21.0  3.0  3.0  4.0  2.0
 A   27   318.0  46.5 10.0  2.0  3.0  1.0
 A   28   240.0  25.5  1.0  5.0  3.0  3.0
 A   29   313.0  19.5  3.0  4.0  3.0  2.0
 A   30   311.0  24.0  3.0  2.0  2.0  4.0
 A   31   326.0  19.0  1.5  3.5  1.0  6.0
 *    -1              10.0  0.0  0.0  0.0  +Dolomite Crawl
 A   32   350.0  18.0  5.0  2.0  5.5  0.0
 A   33   324.0  19.0  3.0  8.0  2.5  0.0
 *    -1              10.0  0.0  0.0  0.0  +Rimstone Crawl
 A   34   276.0  19.5  1.5  1.5  3.0  0.0
 A   35   306.0   6.0  8.0  5.0  4.0  0.0
 A   36   294.0   8.0 10.0  3.0  7.0  0.0
 A   37   290.0  43.0 10.0  5.0  6.0  0.0  E-survey CALCITE VEINS
 A   38   280.0  19.0  6.0 12.0 18.0  0.0  FORMATION ROOM
 A   39   220.0  32.0  5.0  3.0  6.0  0.0
 A   40   253.0  31.0  1.0  3.0  0.0  5.0  F-survey
 A   41   212.0   5.0  4.0  2.0  2.0  0.0
 A   42   180.0   8.0 10.0  2.0  1.0  0.0  FIRST BREAKDOWN CRAWL
 A   43   186.0  11.0  5.0  2.0  4.0  0.0  FIRST MUD CRAWL
 A   44   216.0   9.0  1.0  1.0  2.0  0.0  FLOODS TO CEILING
 A   45   221.0  42.0  8.0  3.0  4.0  0.0
 A   46   185.0  12.0 10.0  6.0  3.0  0.0
 A   47   265.0  29.0  2.0 12.0 10.0  0.0
 *    -1               0.0 10.0  0.0  0.0  +Lizard Room
 A   48   336.0  25.0  3.0  8.0  9.0  0.0
 A   49   297.0  26.0  6.0 10.0  4.0  7.0
 *    -1              10.0  0.0  0.0  0.0  +Buddha Room
 A   50   252.0  57.0  3.0  4.0  7.0  0.0
 A   51   297.0  15.0  5.0  2.0  5.5  0.0  DOLOMITE PROJECTIONS
 A   52   251.0  32.0  0.0 10.0  0.0  3.0
 A   53   305.0  35.0  2.0  5.0  3.0  0.0
 A   54     5.0  35.0  0.0  3.0  6.0  0.0
 A   55    46.0  14.5  3.0  3.0  3.0  0.0
 *    -1              10.0  0.0  0.0  0.0  +5' Drop Off
 A   56    14.0   9.0  8.0  3.0 10.0  0.0
 A   57   253.0  22.0 15.0  6.0  1.0  0.0  SECOND MUD CRAWL FLOODS TO CEILING
 A   58   273.0  23.0 10.0  5.0  2.0  0.0
 A   59   320.0  42.0 15.0  3.0  3.0  0.0
 A   60   350.0  43.0  8.0  9.0  3.5  0.0
 A   61     2.0  52.0   .5  1.5  4.0  0.0
 A   62    31.0   7.0  1.0 10.0  4.5  0.0
 A   63    29.0   9.0  8.0 25.0  4.0  0.0
 A   64    52.0  20.0 27.0 15.0  3.0  0.0
 A   65   296.0  15.0  3.0  8.0  3.0  0.0  DOME, SANDSTONE BLOCKS
 A   66   330.0  41.0  3.0  5.0  3.0  0.0
 A   67     2.0   7.0  4.0  3.0  2.0  0.0
 A   68   323.0   9.0  3.0  3.0  3.0  1.0
 A   69   307.0  22.0  6.0  5.0  6.0  2.0  15FT DROP TO BOREHOLE, DOME
 A   70   289.0  34.0  2.0  5.0 15.0  3.0  G-survey, MUD FILLED PASSAGE
 A   71   331.0  24.0 17.0  9.0  4.0 14.0
 A   72   285.0  77.0 15.0  6.0  2.0 15.0
 A   73   276.0  50.0  4.0  8.0  3.5  5.0  H-survey, ALTERNATE ROUTES
 A   74   341.0 100.0 30.0  5.0  3.0  4.0
 A   75   308.0  79.0 12.0 12.0  2.0  0.0
 A   76   312.0  41.0  6.0  2.0  2.0  0.0
 A   77   271.0  22.0 12.0  3.0  1.5  0.0
 A   78   216.0  45.0 15.0 12.0  5.0  0.0
 *    -1              10.0  0.0  0.0  0.0  +Camp 1
 A   79   271.0  52.0 25.0 10.0  3.0  0.0
 A   80   176.0  46.0  3.0  8.0 10.0  0.0  CAMP 1  STRAT SECTION
 A   81   171.0  33.0  2.0 20.0  1.0 20.0
 A   82   270.0  42.0 12.0  9.0 15.0  3.0
 A   83   335.0  25.0  6.0  3.0  5.0  0.0  I-survey, THIRD DISCOVERY
 A   84   326.0  37.0 10.0  4.0  3.0  0.0  80FT DOME ON LEFT
 A   85   299.0  38.0 10.0  6.0  6.0  5.0
 A   86   304.0  35.0  1.0  6.0 15.0  4.0
 A   87   352.0  23.0  8.0  2.0 10.0  0.0
 *    -1              10.0  0.0 10.0  0.0  +Rectangular Breakdown Crawl
 A   88   313.0  40.0  4.0  1.0  5.0  0.0
 A   89   291.0  14.0 10.0  1.0  2.0  3.0  RECTANGULAR BREAKDOWN CRAWL
 A   90   252.0  25.0  2.0  1.5 20.0  0.0
 A   91   343.0  14.0  4.0   .5  3.0  1.0
 A   92   340.0  20.0 25.0  5.0  3.0 20.0
 A   93   347.0  56.0  0.0  0.0  0.0  0.0  J-survey
 A   94   242.0  39.0  2.0 12.0  4.0  0.0
 A   95   282.0  55.0  2.0 10.0  4.0  3.0
 A   96     7.0  41.0 20.0  1.0 12.0  3.0
 A   97   316.0  19.0 15.0  6.0  5.0  0.0
 A   98   280.0  26.0  1.0  3.0  1.5  3.0
 A   99   350.0  27.0  2.0  5.0  3.0  0.0
 A   100   82.0  20.0  2.0  1.0  5.0  0.0
 A   101   42.0  17.0  7.0  1.0  4.0  3.0
 A   102    6.0  18.0  2.0  2.0 10.0  1.0
 A   103  309.0  21.0  7.0  1.0 15.0  3.5
 A   104  338.0  23.0  0.0 15.0  6.0  4.0  K-survey
 A   105   26.0  58.0 15.0  8.0  4.5  4.0  L-survey
 A   106  327.0 102.0 15.0 15.0 20.0  6.0
 A   107  345.0  70.0 15.0 12.0  4.0  3.5
 A   108  267.0  82.0 20.0  4.0 12.0  0.0
 A   109  263.0  18.0  2.0  6.0  4.0  7.0  THREE 0 CLOCK J.T.MCINTOSH END OF MAP 19
 A   110  354.0  11.0  1.0  1.0  2.0  0.0  TERMINAL BREAKDOWN ROOM
 *    -1              10.0  0.0  0.0  0.0  -Mc Cabe Squeeze
 A   111  350.0  11.0 10.0  2.0  1.5  0.0  REID RADIO CONTACT 72 SINK 15FT ABOUT
 A   112  282.0  20.0  5.0 15.0  3.0  2.0  M-survey
 A   113  300.0  23.0  5.0  5.0  2.0  0.0
 A   114  220.0  30.0 15.0  0.0  2.0  2.0
 A   115  194.0   3.0 15.0  2.0  4.0  5.0
 A   116  213.0  14.0 15.0 10.0  5.0 12.0
 *    -1               0.0 10.0-10.0 -7.5  -Register
 A   117  247.0  22.0 15.0 15.0  8.0  4.0
 A   118  267.0  23.0  5.0 15.0  4.0  3.0
 A   119  274.0  21.0 20.0 18.0  4.0 15.0
 A   120  262.0  34.0 10.0  1.0  8.0  4.0
 A   121  280.0  37.0 15.0 15.0  8.0  4.0  O-survey
 A   122  329.0  24.0 15.0 15.0 15.0  2.0
 A   123  327.0  24.0 12.0  6.0  3.0  3.0
 A   124  300.0  46.0 12.0  4.0  3.0  3.0
 A   125  240.0  84.0  8.0 10.0  3.0  6.0
 A   126  318.0  57.0  4.0 15.0  3.0  5.0  P-survey, Mountain room
 A   127  348.0  75.0  3.0 14.0  2.5  2.0  PHREATIC CONNECTION TO BLUE POOL
 A   128  312.0  27.0  8.0  4.0  2.5  1.0
 A   129  290.0  33.0  1.0 10.0  2.5  7.0
 A   130   47.0  17.0 12.0  2.0  3.0   .5
 A   131  352.0  27.0  8.0  3.0  1.5  1.0
 *    -1              10.0  0.0  8.0  5.0  -Aquaduct
 A   132  315.0  61.0  8.0  3.0  2.5  1.5
 A   133  298.0  55.0  5.0 12.0  5.0   .5
 A   134   46.0  56.0 12.0  2.0  2.5  1.0
 A   135  273.0  61.0  1.0 15.0  2.5  1.0  Q,QA-surveys, Blue Pool
 A   136  275.0  34.0 12.0  3.0  3.5  2.0
 A   137  280.0  36.0  8.0 10.0  4.0  2.0
 A   138  318.0  38.0 15.0 15.0  6.0  4.0
 A   139  292.0  12.0  8.0 20.0  4.0  5.0  R,RA,RB-surveys, Blue Pool Maze
 A   140   24.0  37.0 10.0  0.0  2.0  3.0  OVERFLOW ROUTE TO LOWER GOODES
 A   141  307.0  37.0 24.0 16.0  3.0  2.0
 A   142  251.0  70.0  1.0 20.0 12.0  3.0
 A   143  300.0  30.0  1.0 20.0  8.0  4.0
 A   144   10.0  23.0 15.0  5.0  3.0  6.0
 A   145  353.0  55.0 15.0 15.0  4.5  5.0  SIDE LEAD
 A   146    5.0  59.0  8.0 12.0  2.0  8.0  BYPASS ROUTE STRAT SECTION
 A   147  319.0  42.0  3.0  0.0  4.0  3.0
 A   148  262.0  22.0 16.0 10.0  7.0  6.0
 A   149  253.0  14.0  6.0 18.0  4.0  2.0
 A   150  324.0 108.0  0.0 15.0  3.0  2.0  S-survey, Camp
 A   151   58.0  27.0 12.0 12.0  3.0  5.0
 A   152  353.0  16.0 12.0 12.0  3.0  6.0
 A   153  332.0  29.0 20.0  5.0  4.0  7.0
 A   154  295.0  78.0 10.0  0.0  5.0  7.0  SA-survey, Randy Jackson passage
 A   155  305.0  35.0  3.0 10.0  2.0  7.0
 A   156  355.0  19.0  2.0  3.0  4.0  3.0
 A   157   15.0  23.0  5.0  1.0  3.0  3.0
 A   158   41.0  25.0  5.0  0.0  3.0  3.0
 A   159  317.0  12.0  4.0  0.0  2.0  4.0
 A   160  259.0  19.0  0.0  4.0  1.5  4.0
 A   161  342.0  28.0  4.0  1.0  5.0  0.0
 A   162  305.0  18.0  1.0  3.0  5.0  0.0
 A   163  330.0  18.0  7.0  2.0  4.0  0.0
 A   164  311.0  26.0 10.0  2.0  2.0  2.0
 A   165  236.0  23.0  2.0  6.0  2.0  1.0
 A   166  308.0  23.0  6.0  8.0  4.0  0.0
 A   167  338.0  14.0  5.0  0.0  4.0  0.0  To triple junction
 A   168  278.0  26.0  3.0  3.0  4.0  0.0
 A   169  302.0  39.0  4.0  2.0  1.0  1.0
 A   170  292.0  43.0  0.0  4.0  6.0  0.0
 A   171  330.0  15.0  2.0  1.0  1.0  4.0
 A   172  281.0  30.0 12.0  8.0  2.0  1.0
 A   173  345.0  67.0 10.0  4.0  1.5   .5
 A   174  296.0  28.0  4.0  2.0  2.0  0.0
 A   175  318.0  22.0  1.0  2.0  1.5   .5  THE BATHTUB
 A   176  340.0  20.0  5.0  4.0  2.0   .5
 A   177  300.0  18.0 10.0 10.0  3.0  0.0
 *    -1              10.0  0.0  0.0  0.0  -32' Unbelievable Pit
 A   178   13.0   9.5 10.0 10.0  3.0  0.0  U-survey
 *    -1                                   A179 is 32' below A178
 A   179    0.0   0.0  5.0  5.0  3.0  0.0  V-survey
 A   180    8.0  27.0  4.0  0.0  4.0  2.0  WELCOME TO GOODES CAVE
 A   181   64.0  12.0  3.0  0.0  5.0  4.0
 A   182  335.0  10.5  5.0  2.0 10.0  0.0
 A   183  335.0   9.0  4.0  2.0 10.0  0.0
 *    -1              10.0  0.0 10.0  3.0  +See Map 2
 A   184   14.0  22.5  6.0  3.0  4.0  4.0  SIDE LEADS
 *    -1              10.0  0.0  7.0  3.0  +8' Waterfall
 A   185  344.0  25.5  6.0  4.0  4.0  5.0
 A   186   45.0  17.0  5.0  1.0  3.0  4.0  CROSS MAY ROAD
 A   187  337.0  50.0  3.0  4.0  2.0  0.0
 A   188  320.0  12.8  2.0  8.0  2.0  2.0  A188 TO A206 FLOODS
 A   189   61.0  21.7  1.0  4.0  2.0   .5
 A   190  129.0   7.0  5.0  2.0  2.0  2.0
 A   191   13.0  23.0  2.0  4.0  2.0  2.0
 A   192  107.0  13.0  3.0  3.0  3.0  0.0
 A   193   39.0  10.5  3.0  3.0  2.0  0.0
 A   194   76.0  21.0  4.0  1.0  3.0  1.5
 A   195   11.0  12.0  1.0  6.0  1.0  3.0
 A   196  128.0  24.3  5.0  2.0  2.0  2.0
 A   197   22.0  32.3  5.0  2.0  2.0  2.0
 A   198  321.0  21.5  1.0  7.0  1.0  2.0
 A   199  320.0  10.0  6.0  1.0  1.0  2.0
 A   200  341.0  25.2  5.0  3.0  2.0  1.0
 A   201  310.0  18.6  0.0  4.0  1.0  2.0
 A   202  351.0  44.0   .5  2.0  3.0  0.0
 A   203  334.0   9.0  2.0  1.5  3.0  0.0
 A   204  299.0  10.0  1.0  3.0  3.0  0.0
 A   205  349.0   9.5  3.0  2.0  3.0  0.0  SIDE LEAD GLASS
 *    -1              10.0  0.0  8.0 -1.0  -Reflection Sump
 A   206  287.0  19.5   .5  6.0   .5  1.0  Conner April 1969
 A   207  350.0  10.0  4.0  4.0  1.5   .5
 A   208  321.0  17.0  3.0  3.0  8.0  0.0
 A   209   47.0  11.0   .5   .5 15.0  0.0
 A   210   21.0  18.0   .5   .5 15.0  0.0
 A   211  351.0  18.0   .5   .5 15.0  0.0
 A   212   11.0  11.0   .5   .5  8.0  3.0
 A   213  350.0  13.0   .5  3.0  2.0  8.0
 A   214   43.0  12.0  3.0   .5  2.0  8.0
 A   215    2.0   8.0   .5  2.0  2.0  9.0
 A   216   35.0  18.0  2.0  1.0  1.5  9.0
 A   217    4.0  16.0   .5  3.0  1.0  8.0
 A   218   49.0  19.0  0.0  2.5  3.0  8.0
 A   219  106.0  17.0  3.0  0.0  3.0  8.0
 A   220   39.0  24.0  5.0  3.0  6.0  4.0
 A   221   24.0  48.0  2.0  1.0  5.0  5.0
 A   222  277.0  18.8  2.0  1.0  5.0  5.0
 A   223  333.0  11.9  0.0  3.0  6.0  5.0
 *    -1              10.0  0.0  8.0 -1.0  -Cherty Cascades
 A   224   30.0  13.5  0.0  4.0  6.0  4.0
 A   225   81.0  15.0  3.0  0.0  8.0  3.0
 A   226   26.0   8.7  3.0  0.0  8.0  3.0
 A   227   37.0   5.1  3.0  0.0  8.0  3.0
 A   228  296.0   7.5  3.0  0.0  8.0  3.0  CHERT LAYER ABOVE CORALS
 A   229  350.0  13.5  4.0  0.0  5.0  6.0  CHERT +6FT +8FT
 A   230  337.0   9.0  3.0  0.0  5.0  5.0
 A   231   33.0  21.0  1.0  3.0  4.0  7.0
 A   232   54.0   6.3  1.0  3.0  4.0  7.0
 A   233   21.0  16.3  1.0  3.0  4.0  8.0  CHERT STEP FLOOR
 A   234   50.0  15.7  4.0  0.0  4.0  4.0
 A   235  285.0  20.7  3.0  2.0  5.0  0.0
 A   236  350.0  43.0  3.0  3.0  4.0  0.0
 A   237  346.0  23.5  3.0  2.0  3.0  0.0
 A   238   44.0  32.8  4.0  2.0  3.0  0.0
 *    -1              10.0  0.0 10.0  3.0  -Valmeyera's Gritstone
 A   239  292.0  47.2  3.0  0.0 20.0  4.0  ARG & SDY DOLO PROJECTIONS. DOME,WF,SL
 A   240  225.0   8.0  1.0  2.5  5.0  5.0
 A   241  242.0  12.0  4.0  3.0  5.0  4.0  UPPER SIDE LEADS
 A   242  196.0  15.7  0.0  2.0 20.0  4.0
 A   243  268.0  13.0  0.0 15.0 20.0  5.0
 A   244  175.0   9.0  0.0  3.0 15.0  5.0
 A   245  267.0  15.6  0.0  3.0 15.0  5.0
 A   246  296.0   6.3  1.0  0.0 15.0  5.0
 A   247  212.0  14.9  1.0  0.0 15.0  5.0
 A   248  275.0  12.6  8.0  0.0 20.0  5.0
 A   249  224.0   7.0  8.0  0.0 20.0  5.0
 A   250  285.0   6.8   .8  2.0 22.9  0.0
 A   251    0.0   0.0  1.0  3.0  0.0 22.9  BERNIES LEDGE UP 22.9FT APR.1969
 A   252  328.0  43.1  5.0  4.0  3.0 10.0
 A   253   45.0  16.6 15.0  3.0  1.0  2.0
 A   254  330.0  11.7 18.0  5.0  8.0  0.0  UNDER SHAFT DRAIN, OOLITES ABOVE
 A   255  304.0  14.4  2.0  5.0  2.0  6.0  SIDE LEAD
 A   256  360.0  29.5  3.0  2.0  1.0  1.0
 A   257   31.0  11.0  2.0  2.0  2.0  0.0
 A   258  110.0   7.1  3.0  3.0  1.5  4.0
 A   259   90.0  49.8  3.0  2.0  4.0  4.0  CEILING IS 2FT,NOT 4FT
 A   260   85.0  20.6  4.0  3.0  1.0  4.0
 *    -1               0.0 10.0  0.0  3.0  -Bernie's Ledge
 A   261   21.0  46.3  0.0  3.0  0.0 11.6  DROP 11.6 FT
 A   262    0.0   0.0  0.0  3.0 12.0  0.0  RESUME ACTIVE STREAM
 A   263   60.0  10.3  2.0  3.0  8.0  4.0  SIDE LEAD TO A239 FALLS
 A   264  145.0  20.0  2.0  0.0  5.0  6.0
 A   265  120.0  11.5  2.0  0.0  6.0  5.0
 A   266   85.0  18.0  0.0  3.0  7.0  5.0  SIDE LEAD
 A   267   80.0  16.7  0.0  3.0 12.0  5.0
 A   268  350.0  10.0  0.0  3.0  7.0  5.0
 A   269   60.0  13.2  0.0  3.0 12.0  5.0
 A   270   76.0  15.5  3.0  0.0 12.0  5.0
 A   271   69.0  11.1  3.0  0.0 12.0  4.0
 A   272   41.0  11.1  0.0  3.0 12.0  4.0
 A   273   79.0  14.5  0.0  3.0 14.0  4.0
 A   274  112.0  10.0  0.0  3.0 14.0  4.0
 A   275  175.0  12.6  3.0  0.0  9.0  4.0
 A   276   95.0  25.3  3.0  0.0 12.0  4.0
 A   277  181.0  13.2  2.5  0.0 13.0  3.0
 A   278  135.0  10.7  0.0  0.0 12.0  3.0
 A   279  355.0  19.3  0.0  2.0 11.0  4.0
 A   280   54.0  11.3  2.0  0.0 11.0  4.0
 A   281  350.0  11.3  3.0  0.0 13.0  3.0
 A   282    5.0  16.1  2.0  0.0 14.0  2.0
 A   283  280.0  16.6  3.0  0.0 16.0  0.0
 A   284  350.0  28.8  0.0  3.0 14.0  0.0
 A   285  115.0  24.1  3.0  0.0  9.0  3.0
 A   286  360.0  27.2  0.0  3.0  8.0  3.0  SIDE LEAD
 A   287   60.0  22.4  0.0  3.0  7.0  3.0
 A   288    7.0  20.8  0.0  4.0  5.0  6.0
 A   289   90.0  23.0  0.0 14.0  3.0 10.0  WIDE TOP, SMALL CANYON
 A   290  104.0  45.0  9.0  2.0  3.0  9.0
 A   291   76.0  33.0  8.0  6.0  3.0  9.0
 *    -1                                   MIC/CALCAR
 A   292    2.0  50.0  3.0  0.0  3.0  8.0  Y-survey, Coon passage to Suana
 A   293  108.0  28.0  8.0 12.0  3.0  9.0
 A   294   65.0  50.0  3.0 12.0  2.0 10.0  LEVIAS/ROSICLAIRE
 A   295  151.0  47.8  6.0  7.0  3.0  6.0
 A   296  135.0  48.0 13.0  5.0  4.0  4.0
 A   297  131.0  46.7  5.0  6.0  2.0  4.0
 A   298  111.0  40.0 12.0  2.0  1.0  4.0
 A   299  360.0  35.5  6.0  2.0  1.0  4.0
 A   300   31.0  17.4  6.0  2.0  1.0  4.0
 A   301  118.0  34.3  6.0  4.0  3.0  3.0
 A   302   75.0  27.8  0.0  0.0  3.0  3.0
 *    -1              10.0  0.0  7.0 -2.0  -Levias Junction
 A   303    3.0  10.7  2.0  4.0  3.0  1.0
 A   304   82.0  20.5  3.0  3.0  2.0  1.0
 A   305   95.0  11.2  3.0  3.0  2.0  1.0
 A   306  140.0  26.3  4.0  0.0  1.0  2.0
 A   307   46.0  25.9  4.0  0.0  1.0  2.0
 A   308   68.0  14.5  3.0  3.0  2.0  1.0  LS BRECCIA IN FLOOR. BRYANTSVILLE?
 A   309   80.0  44.7  4.0  0.0  1.0  2.0
 A   310  360.0  28.0 10.0  5.0  3.0  3.0
 A   311  345.0  17.6  2.0 12.0  3.0  3.0
 A   312   22.0  41.8  2.0  4.0  1.0  2.0
 A   313   86.0  50.5  0.0  3.0  1.5  1.5
 A   314  100.0  20.0  4.0  0.0  2.0  2.0
 A   315   71.0  38.5  4.0  0.0  2.0  2.0  DOT ON CEILING, PAOLI?
 A   315    0.0   0.0  2.0  2.0  0.0  2.5  CONTINUATION OF A-SURVEY
 A   316  119.0  13.2  2.0  2.0  0.0  2.5
 A   317  164.0  14.5  2.0  2.0  0.0  2.5
 A   318   70.0  12.9  2.0  2.0  0.0  2.5
 A   319   57.0  37.8  4.0  1.0  2.0  2.0
 A   320   28.0  10.8  2.0  2.0  2.0  2.0
 A   321   91.0  24.8  1.0  3.0  0.0  4.0
 A   322  118.0  46.3  2.0  2.0  0.0  3.5
 A   323  189.0  23.4  2.0  2.0  0.0  4.0
 A   324  144.0  17.4  2.0  2.0  0.0  4.0
 A   325  118.0  32.2  2.0  2.0  0.0  4.0
 A   326   54.0  13.7  2.0  2.0  0.0  4.0
 A   327    2.0  14.4  0.0  2.0  0.0  2.0
 A   328   54.0  42.8  1.0  2.0  0.0  3.0
 A   329    8.0  25.1  1.0  2.0  0.0  3.0
 A   330   51.0  45.7  2.0  2.0  0.0  3.0
 A   331   96.0   9.2  2.0  2.0  0.0  3.0
 A   332   48.0  23.6  2.0  2.0  0.0  3.0
 A   333  134.0  21.8  2.0  2.0  0.0  3.0
 A   334   69.0  18.8  2.0  2.0  0.0  3.0
 A   335   51.0  12.4  2.0  2.0  0.0  3.0
 A   336   83.0  40.2  2.0  2.0  0.0  3.0
 A   337   56.0  35.1  2.0  2.0  2.0  3.0
 *    -1              10.0  0.0 10.0 -2.0  +Going Lead (500'+?)

 A   8      0.0   0.0  0.0  0.0  0.0  0.0  START OF B-SURVEY/DOME
 B   1     81.0  20.8 13.0 24.0 15.0  6.0

 A   12     0.0   0.0  0.0  0.0  0.0  0.0  BELOW BEN SMITH ROOM
 C   1    127.0  40.0  4.0  2.0  3.0  4.0

 A   12     0.0   0.0  0.0  0.0  0.0  0.0
 D   1     35.0   9.3 15.0 15.0  0.0  3.0
 *    -1               0.0 10.0  0.0  0.0  -Ben Smith's Room
 D   2    301.0  60.0 15.0  4.0  3.0  0.0
 D   3    263.0  51.0  6.0  6.0  2.0  1.0
 D   4    265.0  35.0  5.0 20.0  2.0  0.0

 D   1      0.0   0.0  0.0  0.0  0.0  0.0
 DA  1     63.0  16.0  0.0  4.0  0.0  2.5

 D   1      0.0   0.0  0.0  0.0  0.0  0.0
 DB  1    156.0  30.0  0.0  3.0  1.0  2.5

 A   37     0.0   0.0  0.0  0.0  0.0  0.0
 E   1    160.0  13.0  4.0  1.0  4.5  0.0
 E   2    204.0  12.0  1.5  0.0  4.5  0.0
 E   3    265.0  16.0  1.5  1.5  4.0  0.0
 E   4    283.0  24.0  5.0  3.0  6.0  0.0  E4=A39

 A   40     0.0   0.0  0.0  0.0  0.0  0.0  ROOM BEFORE 1ST MUD CRAWL
 F   1     25.0  19.0  8.0 10.0  5.0  0.0
 F   2    132.0  18.0  4.0 12.0  8.0  0.0
 F   3    132.0  42.0 10.0 10.0  5.0  0.0

 F   1      0.0   0.0  0.0  0.0  0.0  0.0
 FA  1    290.0  27.0  8.0  7.0 10.0  0.0

 A   70     0.0   0.0  0.0  0.0  0.0  0.0  MUD FILLED PASSAGE
 G   1     65.0  41.0  3.0  5.0  3.0  0.0

 A   73     0.0   0.0  0.0  0.0  0.0  0.0  STREAM LEVEL
 H   1    338.0 100.0  0.0  0.0  0.0  0.0
 H   2    308.0  91.0  0.0  6.0  8.0  0.0
 H   3    320.0  12.0 10.0  7.0  2.5  0.0
 H   4    250.0  23.5  1.0  2.0  5.0  0.0
 H   5    273.0  23.0  5.0   .5  3.0  3.0
 H   6    242.0  43.0   .5  5.0  4.0  3.5
 H   7    241.0  42.5 15.0  1.0 12.0  4.0
 H   8    171.0  38.0  0.0  0.0  0.0  0.0  H8=A81

 A   75     0.0   0.0  0.0  0.0  0.0  0.0
 HA   1   275.0  45.0  6.0  7.0  1.0  0.0  MIDDLE CRAWL
 HA   2   241.0  27.0  6.0  7.0  2.5  0.0  HA2=A78

 A   73     0.0   0.0  0.0  0.0  0.0  0.0  WATER PASSAGE
 HB   1   325.0  99.0 16.0  4.0  5.0  1.0
 HB   2   280.0  20.5  4.0  2.0 15.0  0.0
 HB   3   277.0  21.0  5.0  4.0  5.0  0.0
 HB   4   240.0  55.3  5.0  8.0  2.5  0.0
 HB   5   275.0  67.7 15.0 10.0  3.0  2.5
 HB   6   248.0  17.2  0.0  4.0  6.0  0.0
 HB   7   193.0  12.8  0.0  0.0  0.0  0.0  A81=HB7

 A   83     0.0   0.0  0.0  0.0  0.0  0.0  THIRD DISCOVERY
 *    -1               0.0 10.0 -7.0 -3.0  +See Map 1
 I   1    227.0  33.5  6.0  6.0  4.0  0.0
 I   2    188.0  28.5 15.0 12.0 20.0  5.0
 I   3    216.0  49.0  7.0  2.0 12.0  3.0
 I   4    162.0  15.0  6.0 10.0 15.0  0.0
 I   5     96.0  27.5  1.0  4.0  4.0  0.0
 I   6    113.0  19.0  2.0  4.0  3.0  0.0
 I   7    220.0  24.0  8.0  2.0 10.0  2.0
 I   8    187.0  28.0  8.0  6.0  0.0 12.0
 I   9    157.0  19.0 12.0 14.0 12.0  0.0
 I   10   224.0  39.0 10.0  4.0 14.0  1.0  SUGAR MUD
 I   11   189.0  14.0  4.0  3.0 12.0  2.0
 I   12   250.0  15.0 12.0  2.0 14.0  0.0
 I   13   163.0  24.0  6.0  6.0  5.0  6.0
 I   14   191.0  33.0 20.0 15.0  3.0  4.0
 I   15   320.0  17.0  6.0  6.0  9.0  2.0
 I   16   247.0  20.0  6.0  1.0  2.0  3.0
 I   17   250.0  20.0 20.0  3.0  4.0  9.0
 I   18   176.0  51.0  0.0  5.0  4.0  8.0
 I   19   189.0  19.0  8.0  0.0  6.0  4.0
 I   20   118.0  23.0  2.0  6.0  4.0  5.0
 I   21   195.0  24.0  0.0  7.0  4.0  1.0
 I   22   173.0  20.0  2.0  3.0  3.0  0.0
 I   23   231.0  10.0  6.0  6.0  3.0  1.0
 I   24   248.0  19.0  2.0 11.0  2.0  0.0
 I   25   274.0  24.0 10.0  2.0  5.0  1.0
 I   26   199.0  22.0  2.0  8.0  3.0  4.0
 I   27   289.0  11.0  0.0  8.0  2.0  4.0
 I   28   251.0  42.0  3.0  6.0  2.0  4.0
 I   29   251.0  21.0  8.0  6.0  6.0  2.0
 I   30   339.0  25.0  4.0  2.0  2.0  0.0
 I   31   264.0   8.0 10.0 10.0  1.0  4.0
 I   32   274.0  27.0 11.0  1.0  2.0  3.0
 I   33   210.0  17.0  8.0  4.0  4.0  2.0
 I   34   295.0  15.0  6.0  3.0  3.0  0.0
 I   35   211.0  35.0  3.0 15.0  1.5  0.0
 I   36   250.0  43.0 10.0 15.0  3.0  0.0
 I   37   172.0  49.0 12.0  1.0  4.0  0.0
 I   38   265.0  63.0  7.0  3.0  3.0  2.0
 I   39   249.0  29.0  0.0 10.0  2.0  0.0
 I   40   286.0  52.0 10.0  8.0  4.0  4.0
 I   41   238.0  51.0  1.0  6.0  1.5  0.0
 I   42   174.0  28.0  8.0  3.0  2.0  4.0
 I   43   154.0  18.0  4.0  5.0  1.5  0.0  SANDSTONE UNDER DOME
 I   44   235.0  24.0  2.0  4.0  1.4  0.0  WILSON SQUEEZE 1968
 *    -1              10.0  0.0 10.0  2.5  +Wilson's Squeeze
 I   45   191.0   7.0  3.0  0.0  1.5  4.0
 I   46   145.0  25.0 15.0  3.0  1.0  0.0
 I   47   135.0  13.0  6.0  5.0  3.0  0.0
 I   48   174.0  87.0 15.0  3.0  1.0  4.0
 I   49   166.0  31.0 20.0  6.0  2.0  0.0
 I   50   131.0  24.0 15.0  4.0  1.0  0.0
 I   51   180.0   7.0  5.0  8.0  1.0  0.0
 I   52   194.0  40.0  3.0  5.0  3.5  1.0
 I   53   281.0  13.5  8.0  4.0  5.0  0.0
 I   54   244.0  30.0 10.0  8.0  6.0  0.0
 I   55   204.0  31.0 10.0 12.0  3.0  1.0
 I   56   251.0  19.0 10.0  8.0  1.0  0.0
 I   57   248.0  17.0  6.0  8.0  3.0  0.0
 I   58   178.0  58.5 15.0  6.0  3.0  0.0
 I   59   260.0  66.0  3.0 11.0  5.0  0.0  SIDELEAD CREVICE UP
 I   60   288.0  37.0  7.0  2.0  2.0   .5  ROSICLARE
 I   61   259.0  21.0  1.0  8.0  3.0  0.0  SHALE AND LIME COUNTRY
 I   62   291.0  42.0  8.0  4.0  2.0  2.0
 I   63   199.0  28.5  5.0 12.0  1.0  1.0
 I   64   279.0  29.0 12.0  6.0  1.0  1.0
 I   65   214.0  20.0  5.0 10.0  3.0  1.5
 I   66   200.0  23.0  8.0  8.0  0.5  1.5
 I   67   261.0  18.0  6.0 10.0  1.0  1.0
 I   68     2.0  50.0 15.0 10.0  1.5  1.0
 I   69   293.0  18.5  8.0  2.0  1.5  1.0
 I   70   255.0  31.0  3.0  4.0  1.0  4.0
 I   71   284.0  34.0  2.0  1.0  1.0  3.0
 I   72   237.0  75.0  1.0  8.0  1.0  2.0
 I   73   281.0  36.0 12.0  5.0  2.0  1.0
 I   74   242.0  16.0  1.0  1.5  1.5  0.0
 I   75   298.0  24.0  1.0  1.0  1.0  0.0  CONTINUES LOW AND WET
 I   76     0.0   0.0  0.0  0.0  0.0  0.0  DROP 3 FEET TO MUD BANK
 I   77   298.0  10.5  2.0  3.0  1.0  0.0
 I   78   355.0  17.0  2.0  4.0  0.0  1.0
 I   79   283.0  20.3  5.0  4.0  0.0  1.0
 I   80   217.0  35.4  8.0  6.0  0.5  1.0
 I   81   223.0  27.7 12.0  4.0  0.5  1.0
 I   82   215.0  22.4  1.0  5.0  0.5  0.5
 I   83   263.0  22.7  3.0  8.0  0.0  1.5
 I   84   319.0  21.5  2.0  4.0  0.0  0.5
 I   85   300.0  23.5  8.0  3.5  0.0  1.0  CONTINUES LOWER AND WETTER
 I   86   255.0  34.9  1.0  7.0  0.0  1.0
 I   87   335.0  18.9  5.0  3.0  0.0  2.0
 I   88   293.0  18.0  4.5  5.0  0.0  1.5
 I   89   303.0  37.2  1.0  8.0  0.0  1.0
 I   90   334.0  15.6  6.0  3.0  0.0  1.0
 I   91   283.0  10.3  2.0  4.0  0.0  1.0
 I   92   308.0  23.7  2.0  1.0  0.0  1.0
 I   93   250.0  10.7  1.0  1.0  0.0  1.0  CONTINUES YET LOWER AND WETTER
 *    -1               0.0 10.0 -5.0  4.0  +Going Lead (300'-600'+)

 I   15     0.0   0.0  0.0  0.0  0.0  0.0  SIDELEAD AT I15
 IA   1   168.0  30.0  0.0  0.0  0.0  0.0  Alliteration Alley
 IA   2   132.0  53.0  0.0  0.0  0.0  0.0
 IA   3   124.0  29.5  0.0  0.0  0.0  0.0
 IA   4   171.0  25.5  0.0  0.0  0.0  0.0
 IA   5   194.0  14.5  0.0  0.0  0.0  0.0
 IA   6   158.0  24.5  0.0  0.0  0.0  0.0
 IA   7   186.0  42.5  0.0  0.0  0.0  0.0
 IA   8   193.0  26.0  0.0  0.0  0.0  0.0
 IA   9   201.0  15.0  0.0  0.0  0.0  0.0
 IA  10     0.0   0.0  2.0  0.5  1.0  1.0 Hanging survey-can't be far off!
 IA  11   174.0  11.3  1.0  2.0  0.5  4.5 Gennick's Gateway
 IA  12    90.0  19.0  5.0  3.0  0.0  7.0
 IA  13   124.0  19.8  3.0  3.0  0.0  6.5
 IA  14   206.0  22.7  3.0  2.0  0.0  6.0
 IA  15   225.0  22.6  1.0  1.0  0.0  5.0
 IA  16   205.0  25.3  3.0 15.0 50.0  3.0 Doggie Domes
 IA  17   234.0   4.1  3.0 15.0 50.0  8.0
 IA  18   241.0  10.5  4.0  1.0  0.0  2.0
 IA  19   172.0   9.4  1.5  1.0  0.0  2.0 Keith's Killer Crawl
 IA  20   120.0  11.7  1.0  3.0  0.0  2.5
 IA  21   229.0  18.4  2.0  1.0  0.0  2.5
 IA  22   243.0  19.8  2.0  3.0  0.0  3.0
 IA  23   216.0  30.3  2.0  0.5  0.0  2.5 Stream lead (straight)
 IA  24   293.0   7.1  3.0  3.0  0.0  1.0
 IA  25   251.0  21.0  3.0  0.5  0.0  2.5
 IA  26   273.0  16.1  2.0  2.5  0.0  2.0 Stream lead (straight)
 IA  27   309.0  19.9  0.0  6.0 20.0  1.5 Donna's Delight (upper lead)
 IA  28    20.0  21.1  3.0  0.0  5.0  1.5 Lead (dig)
 IA  29   330.0   4.0  2.0  1.0  5.0  2.0 FICTITIOUS-KGC-9/5/88

 I   54     0.0   0.0  0.0  0.0  0.0  0.0
 IF   1    33.0  13.0  2.5  2.0  0.0  3.5
 IF   2   322.0  16.8  4.0  1.0  0.0  2.0
 IF   3   248.0  23.6  1.0  1.5  0.0  1.5
 IF   4   282.0   7.0  1.0  1.0  0.0  1.0  CONTINUES, DRY BUT TIGHT

 I   59     0.0   0.0  0.0  0.0  0.0  0.0  Coon Canyon (Crevice up)
 IB   1    30.0   8.5  4.0  0.0 20.0  0.0
 IB   2   321.0  12.6  4.0  0.0 15.0  2.0
 IB   3   278.0   7.7  0.0  2.0  6.0  2.0
 IB   4   341.0   8.7  1.0  3.0  5.0  1.0
 IB   5    78.5  16.1  4.0  1.0  8.0  0.0
 IB   6   353.0  13.8  0.0  1.0  6.0  2.0
 IB   7    47.0   6.7  2.0  0.0  6.0  1.0
 IB   8   309.0   6.6  0.0  1.5  2.0  1.0
 IB   9    63.0   7.0  3.0  0.0  1.0  1.0
 IB  10    13.0  11.4  1.0  1.0  1.0  2.0
 IB  11    34.0   8.4  1.0  1.0  1.0  1.5
 IB  12    24.0  17.7  0.5  1.0  1.0  0.5  CONTINUES, BUT VERY TIGHT
 *    -1              10.0  0.0 -2.0  3.0  +Gypsum Canyon

 I   62     0.0   0.0  0.0  0.0  0.0  0.0
 IC   1    55.0  35.0  4.0  5.0  1.0  1.5

 I   70     0.0   0.0  0.0  0.0  0.0  0.0
 ID   1    85.0  17.0  1.0  3.0  1.0  4.0
 ID   2   153.0  10.5  3.0  1.0  1.0  0.0
 ID   3   114.0   8.5  3.0  1.0  1.0  0.0
 ID   4   171.0  19.0  3.0  1.0  1.0  0.0
 ID   5    90.0  10.5  1.0  1.0  0.5  4.0  LEAD

 I   75     0.0   0.0  0.0  0.0  0.0  0.0
 IE   1   244.0  17.3  0.5  3.0  0.5  1.0
 IE   2   305.0  18.8  2.5  0.5  0.5  0.5
 IE   3   270.0   6.0  0.5  0.5  0.5  0.5  MUD PLUG

 A   93     0.0   0.0  0.0  0.0  0.0  0.0  UPPER PASSAGE ON RIGHT
 J   1    346.0  13.5  2.0  2.0  3.0  0.0
 J   2    347.0  32.5 10.0  2.0  4.0  0.0
 J   3    274.0  17.5  8.0  4.0  2.0  3.0
 J   4    250.0  24.5  4.0  6.0  3.0  0.0
 J   5    337.0   8.5  7.0  1.5  7.0  0.0
 J   6    266.0  31.0 10.0 15.0  2.0  0.0
 J   7    321.0  11.5  0.0  0.0  0.0  0.0  J7=A96

 J   6      0.0   0.0  0.0  0.0  0.0  0.0
 JA  1     50.0  11.7  0.0  8.0  5.0  4.0
 JA  2    331.0  40.5 12.0  7.0  4.0  2.0
 JA  3    331.0  15.0  0.0  0.0  0.0  0.0  ENDS IN BREAKDOWN

 J   6      0.0   0.0  0.0  0.0  0.0  0.0
 JB  1    125.0  35.5 10.0  3.0  1.5  0.0
 JB  2     60.0  23.3  3.0  4.0  3.0  0.0
 JB  3     24.0  27.6  5.0 10.0  1.5  0.0
 JB  4     91.0  18.7  1.0 15.0  1.0  0.0
 JB  5    172.0  31.9  3.0 15.0  1.5  0.0
 JB  6    145.0  17.7  0.0  0.0 10.0  3.0
 JB  7    260.0  17.9  0.0  0.0  0.0  0.0  JB7=A93

 A  93      0.0   0.0  0.0  0.0  0.0  0.0  UPPER LEVEL
 JC  1     23.0  16.8  2.0  0.0  0.0  0.2  1' IS 13' ABOVE JC1

 JC  1      0.0   0.0  0.0  0.0  0.0  0.0  NARROW CANYON OUT OF CAVE
 JD  1    169.0  17.2  2.0  0.0  0.0 12.0
 JD  2    105.0   9.5  0.0  2.0  0.0  4.0
 JD  3    176.0   9.0  2.0  0.0  1.0  5.0
 JD  4    147.0   8.8  1.0  2.0  3.0  4.0
 JD  5    180.0  12.4  3.0  0.5  3.5  0.0
 JD  6    142.0   3.5  0.5  2.0  4.0  0.0
 JD  7    255.0   6.9  0.0  1.5  0.0  3.0
 JD  8    266.0  12.3  0.0  1.5  3.0  0.0
 JD  9    221.0  26.2  5.0  3.0  2.0  1.5
 JD 10    171.0  36.8 18.0  9.0  0.0  6.0
 JD 11    136.0  17.8  6.0  4.0 15.0  7.0  DOME NEAR RBC

 A   104    0.0   0.0  0.0  0.0  0.0  0.0  UPPER LEVEL
 K   1     25.0  19.0  4.0  4.0 10.0  4.0
 K   2    134.0  29.0  4.0  4.0  1.5  0.0
 K   3    196.0  20.0  6.0  4.0  3.5  0.0
 K   4    246.0  22.5  6.0  4.0  8.0  3.0
 K   5     21.0   5.5  7.0  1.0 15.0  3.5  K5=A102

 A   102    0.0   0.0  0.0  0.0  0.0  0.0  TO MICHIGAN AVE.
 KA  1    307.0  11.2  8.0  4.0 15.0  6.0
 KA  2    191.0  22.2 14.0 12.0  7.0  6.0
 KA  3    280.0  13.8 10.0  3.0  5.0  7.0
 KA  4    157.0  25.4  0.0 12.0 10.0  6.0
 KA  5    192.0  10.1  3.0  2.0  4.0  4.0
 KA  6    177.0   6.5  0.0  3.0  6.0  6.0
 KA  7    356.0   2.8  0.0  2.0  2.0  2.0
 KA  8    129.0   1.3  0.0  0.0  0.0  0.0

 KA  4      0.0   0.0  0.0  0.0  0.0  0.0  A LOOP AROUND
 KB  1    167.0  19.5  5.0  2.0  3.0  2.0
 KB  2    155.0   8.0  4.0  4.0  2.0  2.0
 KB  3    266.0   5.0  6.0  3.0  4.0  3.0
 KB  4    359.0   9.6  0.0  3.0  0.0  2.0
 KB  5     96.0   5.5  3.0  1.0  1.0  4.0
 KB  6    113.0   8.4  4.0  2.0  2.0  3.0
 KB  7    351.0   9.5  4.0  0.0  2.0  2.0
 KB  8    318.0  11.3  2.0  2.0  6.0  3.0
 KB  9    329.0  31.1  0.0  0.0  0.0  0.0  KB9=KA3

 KA  8      0.0   0.0 15.0 20.0  2.0  6.0  KA8=KC1
 KC  2    167.0  50.0  3.0 15.0  0.0  6.0  Michigan Avenue
 KC  3    204.0  50.0 17.0  4.0  0.0  9.0
 KC  4    162.0  50.0 18.0  4.0  0.0  8.0
 KC  5    106.0  50.0  6.0 14.0  0.0  8.0
 KC  6    090.0  41.0  3.0  9.0  0.0  6.0
 KC  7    103.0  13.8  5.0  8.0  0.0  4.0
 KC  8    141.0  18.4  3.0 14.0  0.0  3.0  RED MUD
 KC  9    141.0   6.0  1.5  1.5  0.0  1.0

 KC  7      0.0   0.0  0.0  0.0  0.0  0.0
 KD  1    329.0  24.2  6.0  4.0  0.0  4.0

 KA  8      0.0   0.0  0.0  0.0  0.0  0.0
 KE  1    324.0  50.0 12.0 17.0  0.0  6.0
 KE  2    334.0  50.0 14.0  6.0  0.0  2.0
 KE  3    300.0  11.8  7.0 10.0  0.0  2.5
 KE  4    315.0  28.8  6.0  8.0  0.0  1.0
 KE  5    010.0  11.6  5.0 14.0  0.0  2.0
 KE  6    005.0  18.6 20.0  4.0  5.0  2.0
 KE  7    310.0  27.8  5.0  5.0  2.0  2.0
 KE  8    311.0  11.8 15.0  3.0  0.0  2.0
 KE  9    034.0   8.3 30.0  2.0  4.0  3.0
 KE 10    335.0  13.7  2.0  4.0  0.0  2.0
 KE 11    199.0   8.9  4.0 15.0  3.0  2.0
 KE 12    289.0  10.3 10.0 10.0  0.0  3.0
 KE 13    040.0  12.8  8.0  3.0  0.0  2.0

 KA  1      0.0   0.0  0.0  0.0  0.0  0.0  SADDLE BYPASS
 KF  1    174.0  41.7  1.0  1.0  6.0  4.0
 KF  2    104.0   6.8  7.0  4.0  1.0  3.0
 KF  3    146.0  38.0  4.0  4.0  1.0  3.0
 KF  4    253.0  11.7  0.0  0.0  0.0  0.0

 A   105    0.0   0.0  0.0  0.0  0.0  0.0  WATERFALL UPPER LEVEL
 L   1    285.0  30.5  6.0  0.0 10.0  0.0
 L   2      0.0   0.0  1.0  1.5  1.0 12.0  VERT UP 12FT
 L   3    248.0  12.5  1.5  1.0  1.5  0.0
 L   4    210.0  11.5  2.0  2.0  3.0  1.0
 L   5    218.0  15.0 30.0  0.0  5.0  0.0
 L   6     29.0  25.5  4.0  2.0  2.5  0.0
 L   7     47.0  21.0  2.0  2.0  2.0  0.0
 L   8     21.0  22.0  3.0   .5  2.0  0.0
 L   9    336.0  33.0  4.0   .5  2.5  0.0
 L   10   268.0  24.0  5.0   .5  2.0  2.0
 L   11   186.0  16.0  0.0  0.0  4.0  0.0
 L   12   325.0  15.0  5.0  1.5  1.5  0.0
 L   13   350.0  12.0  2.0  3.0  1.5  0.0
 L   14   325.0  14.0  2.0  1.5  1.0  0.0
 L   15   315.0  20.0  8.0  1.0  2.5  0.0
 L   16   314.0  21.5  1.0   .5  3.0  0.0
 L   17   320.0  31.5  8.0  1.5  4.0  1.0
 L   18   308.0  13.0  5.0  4.0 10.0  4.0
 L   19   281.0  14.0  0.0  0.0  0.0  0.0  L19=A108 TBR

 L   5      0.0   0.0  0.0  0.0  0.0  0.0
 LA  1     98.0  33.0   .5 10.0  2.0  0.0
 LA  2    157.0  35.0  4.0   .5  1.0  0.0
 LA  3    175.0  34.5   .5  3.0  1.0  3.0
 LA  4    223.0  15.0  1.5  1.5  2.0  0.0
 LA  5    250.0  28.0 10.0  2.0  5.0  0.0
 LA  6    125.0  26.0 15.0  4.0 10.0  5.0
 LA  7    120.0  15.0  0.0  0.0  0.0  0.0

 L   11     0.0   0.0  0.0  0.0  0.0  0.0
 LB  1    147.0   2.0  4.0 15.0  2.0  0.0
 LB  2    244.0  28.0  1.0  3.0  0.0  8.0

 L   14     0.0   0.0  0.0  0.0  0.0  0.0
 LC  1    313.0  14.0  2.0  1.5  2.0  5.0

 A   112    0.0   0.0  0.0  0.0  0.0  0.0  SKYLIGHT SURVEY
 M   1    191.0  16.3  5.0 14.0  1.0  3.0
 M   2    211.0  12.8  4.0  6.0  5.0  4.0
 M   3    250.0  26.0 20.0 10.0  1.0  0.0
 M   4    100.0  16.2  4.0  8.0  3.0  0.0
 M   5    202.0   9.9  3.5  3.0  4.0  0.0
 M   6    112.0   7.2  2.0  0.0  9.0  0.0
 M   7    218.0  14.1  0.0  0.0  0.0  0.0
 M   8      0.0   0.0  0.0  0.0  0.0  0.0  8.1FT UP VERT
 M   9    148.0   6.2  0.0  0.0  0.0  0.0
 M   10   352.0  17.5 15.0 15.0  3.0  5.0
 M   11    59.0  27.7  0.0 12.0  2.0  2.0
 M   12   219.0  10.5  2.0  4.0  3.0  0.0
 M   13    60.0  15.5  0.0  3.0  3.0  4.0  WITHIN 30FT OF SURFACE
 M   14    45.0  15.0  3.0  0.0  2.0  3.0  28.67FT ABOVE    A112

 M   5      0.0   0.0  0.0  0.0  0.0  0.0
 MA  1    243.0  20.0  0.0  0.0  0.0  0.0

 M   10     0.0   0.0  0.0  0.0  0.0  0.0
 MB  1    240.0  28.0  0.0  0.0  0.0  0.0

 A   121    0.0   0.0  0.0  0.0  0.0  0.0  MOONMILK PASSAGE
 O   1    351.0  18.0  0.0  0.0  0.0  0.0
 O   2    236.0  31.5  1.0  5.0  3.0  5.0
 O   3    270.0  28.0  1.0  3.0  3.0  0.0
 O   4    315.0  11.0  3.0  1.0  2.0  0.0
 O   5    264.0  20.5 10.0  3.0  3.0  0.0
 O   6    200.0  21.0  6.0  4.0  4.0  0.0
 *    -1               0.0 10.0  0.0 -5.0  -Moonmilk Meander
 O   7    284.0  27.0  3.0  7.0  6.0  0.0
 O   8    352.0  15.0  8.0  3.0  0.0  0.0
 O   9    342.0  29.0  0.0  0.0  0.0  0.0  O9=A124

 A   126    0.0   0.0  0.0  0.0  0.0  0.0  MOUNTAIN ROOM PASSAGE
 P   1    326.0  16.0  8.0 12.0  3.0  0.0
 P   2    241.0  20.0  2.0  6.0  2.0  0.0
 P   3    282.0  35.0 15.0  4.0  4.0  0.0
 P   4    232.0  22.0 10.0  0.0 20.0  0.0
 P   5    331.0  33.0 19.0 20.0 15.0  0.0
 P   6    274.0  76.0  4.0 20.0  2.5  0.0
 *    -1               0.0 10.0-10.0 -2.0  -Mountain Room
 P   7    331.0  37.0  5.0 15.0  4.0  0.0
 P   8    331.0  27.0  3.0  2.0  2.0  0.0

 P   3      0.0   0.0  3.0  4.0  4.0  4.0
 PT  4    151.0  32.7  5.0  7.0  1.0  2.0
 PT  5    146.0  11.2  5.0  3.0  6.0  0.0
 PT  6     94.0  13.2  3.0  0.0  6.0  0.0
 PT  7    111.0  12.1  0.0  4.0  4.0  0.0
 PT  8    221.0   4.2  0.0  0.0  0.0  0.0
 PT  9     19.0   8.0  0.0  0.0  0.0  0.0
 PT  10   101.0  37.4  8.0  6.0  4.0  0.0
 PT  11   200.0  26.8  0.0  0.0  0.0  0.0
 PT  12   291.0  39.0  0.0  0.0  0.0  0.0
 PT  13    25.0  22.7  0.0  0.0  0.0  0.0

 PT  10     0.0   0.0  0.0  0.0  0.0  0.0
 PTA  1   349.0  15.5  7.0  4.0  2.0  2.0
 PTA  2   308.0  38.0  0.0  0.0  0.0  0.0
 PTA  3   271.0  12.2  0.0  0.0  0.0  0.0
 PTA  4   358.0  21.6  7.0  1.0  1.5  1.5

 PT  11     0.0   0.0  0.0  0.0  0.0  0.0
 PTB  1    28.0   5.5  0.0  0.0  0.0  0.0
 PTB  2    18.0   4.9  0.0  0.0  0.0  0.0
 PTB  3    69.0  19.1  0.0  0.0  0.0  0.0
 PTB  4   305.0  39.6  0.0  0.0  0.0  0.0
 PTB  5   313.0  13.6  0.0  0.0  0.0  0.0
 PTB  6   342.0  18.8  0.0  0.0  0.0  0.0  =A126

 PTB  5     0.0   0.0  0.0  0.0  0.0  0.0
 PTC  1   270.0  31.9  0.0  0.0  0.0  0.0
 PTC  2   211.0   7.1  0.0  0.0  0.0  0.0

 P   5      0.0   0.0  0.0  0.0  0.0  0.0
 PA  1    235.0  28.0  6.0  1.0  2.0 15.0
 PA  2    205.0  27.0 15.0 12.0  5.0  5.0
 PA  3    109.0  42.0 10.0  2.0 20.0  0.0
 PA  4    139.0  21.0 10.0 15.0  6.0  0.0
 PA  5    134.0  26.0  5.0  2.0  2.0  0.0
 PA  6    100.0  20.0  3.0  4.0  2.0  0.0
 PA  7    135.0  12.0  2.0  6.0  4.0  0.0
 PA  8     91.0  11.0  5.0  1.0  3.0  4.0

 PA  2      0.0   0.0  0.0  0.0  0.0  0.0
 PB  1    327.0  16.5 12.0 15.0 12.0  0.0
 PB  2    296.0  14.0  6.0  4.0  1.0  1.0
 PB  3    295.0  11.0  1.5  1.5  1.5  0.0
 PB  4     17.0  10.0  1.0  1.0  8.0  3.0
 PB  5    291.0  23.0  8.0  6.0  3.0  6.0
 PB  6    333.0  43.5  7.0   .5  4.0  3.0
 PB  7    349.0  15.5  5.0 20.0 12.0  0.0
 PB  8    317.0  23.5 15.0  2.0  1.0  1.0
 PB  9     29.3  32.5  5.0 10.0  1.4  0.0
 PB  10   279.0  40.0  5.0 10.0  3.0  0.0
 PB  11   325.0  20.0  3.0  3.0   .5   .5

 PB  7      0.0   0.0  0.0  0.0  0.0  0.0
 PBA 1     13.0  24.5  8.0   .5  4.0  3.0

 PB  2      0.0   0.0  0.0  0.0  0.0  0.0
 PBB 1    270.0  28.0  0.0  4.0  1.0  4.0

 PA  2      0.0   0.0  0.0  0.0  0.0  0.0  LINDSEY PASSAGE
 PC  1    184.0  18.0  8.0  6.0  5.0  0.0
 PC  2    223.0  19.0  2.0  3.0  4.0  0.0
 *    -1              10.0  0.0 -5.0  2.0  -Lindsey Canyon
 PC  3    160.0  38.0  2.0  2.0  3.0  0.0
 PC  4    229.0  24.0  1.0  3.0  2.0  0.0
 PC  5    251.0  26.0  9.0  9.0  5.0  0.0

 PA  2      0.0   0.0  0.0  0.0  0.0  0.0
 PD  1    140.0  36.0  3.0 15.0  2.0  0.0
 PD  2    149.0  20.0  4.0  5.0  2.0  2.0
 PD  3    166.0  13.0  5.0  3.0  2.0  5.0
 PD  4    203.0  42.0  2.0  6.0  3.0  4.0
 PD  5    227.0  26.0  6.0  8.0  3.0  5.0
 PD  6    278.0  24.0 12.0 12.0  3.0  3.0
 PD  7    236.0  36.0 12.0 12.0  2.0  5.0
 PD  8    250.0   9.0 10.0 12.0  1.0  5.0
 PD  9    308.0  45.0 12.0  0.0  2.0  2.0
 PD 10    229.0  33.0  0.0  0.0  0.0  0.0
 PD 11    203.0  15.1  0.0  0.0  0.0  0.0
 PD 12    255.0  13.8  0.0  0.0  0.0  0.0
 PD 13    226.0  16.9  0.0  0.0  0.0  0.0
 PD 14    309.0  24.6  0.0  0.0  0.0  0.0
 PD 15    262.0  18.5  0.0  0.0  0.0  0.0
 PD 16    301.0  11.9  0.0  0.0  0.0  0.0
 PD 17    291.0  50.0  0.0  0.0  0.0  0.0
 *    -1              10.0  0.0 10.0 -2.0  +Going Lead (Wet)

 P   3      0.0   0.0  0.0  0.0  0.0  0.0
 PE  1    133.0  30.5  6.0 10.0  3.0  0.0
 PE  2     94.0  23.0  3.0  9.0  2.0  0.0
 PE  3     94.0  24.0  0.0  0.0  0.0  0.0
 PE  4    326.0  21.0  0.0  0.0  0.0  0.0  PE4 CLOSES ON A126

 PD  9      0.0   0.0  0.0  0.0  0.0  0.0
 PH  1    294.0   9.8  3.0  8.0  1.0  2.5
 PH  2     10.0  27.3  2.0  4.0  1.0  2.5
 PH  3    343.0  32.0  2.0  6.0  1.0  1.5
 PH  4    307.0   3.0  0.0  0.0  0.0  0.0
 PH  5      0.0   0.0  3.0  3.0  0.0 11.4  9.2 FT UP
 PH  6    289.0  36.8  4.0  1.0  1.5  0.0
 PH  7    270.0  27.2  2.0  4.0  1.0  2.0
 PH  8    290.0  18.8  5.0  1.0  1.5  1.0
 PH  9    255.0  27.7  3.0  4.0  1.0  1.0
 PH  10   306.0  17.1  4.0  2.0  1.0  0.0
 PH  11   244.0  30.4  6.0  4.0  1.0  0.0
 PH  12   308.0  17.7  8.0  2.0  1.0  0.0
 PH  13   298.0  22.3  0.0  0.0  0.0  0.0

 PH  5      0.0   0.0  0.0  0.0  0.0  0.0
 PX  1    134.0  26.0  0.0  0.0  0.0  0.0
 PX  2    168.0  23.7  0.0  0.0  0.0  0.0
 PX  3    149.0  25.8  0.0  0.0  0.0  0.0
 PX  4     70.0  12.8  0.0  0.0  0.0  0.0
 PX  5     84.0  25.0  0.0  0.0  0.0  0.0
 PX  6     83.0  21.3  0.0  0.0  0.0  0.0
 PX  7     45.0  27.0  0.0  0.0  0.0  0.0
 PX  8    342.0  37.3  0.0  0.0  0.0  0.0
 PX  9     24.0  32.8  0.0  0.0  0.0  0.0  PA2=PX9

 A   135    0.0   0.0  0.0  0.0  0.0  0.0  BLUE POOL DOWNSTREAM
 Q   1     53.0  22.0  4.0  1.0  2.0  2.5
 Q   2    349.0  10.0  0.0  4.0  1.0  4.0  WATER 2FT
 Q   3     44.0  25.0  1.0  3.0  1.0  4.0
 Q   4     68.0  32.0  6.0  1.0  5.0  5.0
 Q   5     34.0  16.5  2.0  6.0  4.0  6.0
 Q   6     70.0  30.0  5.0  1.0  2.0  6.0  WATER-3.6FT DEEP
 Q   7     99.0  23.5  2.0  4.0  5.0  4.5
 Q   8     52.0  20.0  2.0  3.0  5.0  6.0
 Q   9      9.0   7.0  2.0  3.0  5.0  6.0
 *    -1               0.0 10.0-10.0  5.0  -Blue Pool
 Q   10    90.0  37.0  5.0  0.0  4.0  7.0
 Q   11    55.0  52.0  2.0  2.0  1.3  5.0  WATER DEPTH-5.5FT
 Q   12    40.0  20.0  2.0  2.0  1.3  5.0
 Q   13   100.0  30.0  1.5  1.5   .5  5.5  WATER- 6FT PLUS
 Q   14    25.0  17.0  6.0  0.0  1.5  4.5  FALL 1987 AFTER DRAINING BP
 Q   15    32.0   9.5  4.0  3.0  3.0  3.5  Garre, Jonathan
 Q   16   332.0  19.0  1.0  0.0  1.0  0.0
 Q   17    73.0  13.3  0.0  3.0  6.0  1.0
 Q   18   312.0  22.7  0.0  1.0  0.0  4.0
 Q   19   355.0  22.5  0.0  2.0  5.0  1.0
 Q   20   293.0   4.5  2.0  0.0  1.0  4.5
 Q   21   315.0  28.0                      THIS IS FICTIOUS DATA
 Q   22   350.0  28.0                      BASED ON KGC'S RECOLLECTION
 Q   23   315.0  10.5                      .
 *    -1               0.0 10.0  2.0  2.0  +Mud plug

 A   135    0.0   0.0  0.0  0.0  0.0  0.0  BLUE POOL BYPASS
 QA  1    126.0  17.2  5.0  5.0  1.5  0.0
 QA  2    217.0  26.5  1.0  3.0  2.0  0.0
 QA  3    311.0  26.7  0.0  4.0  1.5  1.5
 QA  4    322.0  20.4  0.0  0.0  0.0  0.0  ACROSS POOL

 A   139    0.0   0.0  0.0  0.0  0.0  0.0  BLUE POOL MAZE
 R   1    156.0  46.4  2.0  8.0  1.0  0.0
 R   2    206.0  14.3  4.0  2.0  2.0  1.0
 R   3    146.0  40.0  5.0  3.0  2.0  0.0
 R   4    185.0  16.1  6.0  6.0  3.0  0.0
 R   5    263.0  18.7  2.0  2.0  2.0  0.0
 R   6    255.0  12.0   .5  1.0  1.0  0.0

 A   139    0.0   0.0  0.0  0.0  0.0  0.0
 RA  1    205.0  12.0  2.0  6.0  3.0  0.0
 RA  2    251.0  14.0  4.0  2.0  1.0  0.0
 RA  3    210.0  32.4  4.0  3.0  2.0  0.0
 RA  4    245.0  13.4  5.0  6.0  1.0  2.0
 RA  5    297.0  34.4  5.0  0.0  3.0  2.0
 RA  6    211.0  27.0  5.0  2.0 15.0  4.5  IN DOME
 RA  7    136.0  14.0  5.0  2.0  8.0  1.0

 RA  5      0.0   0.0  0.0  0.0  0.0  0.0
 RA  8    329.0  32.0  4.0  2.0  2.5  0.0
 RA  9    279.0  18.1  5.0  5.0  2.0  1.0
 RA  10   230.0  39.0  2.0  3.0  1.0  0.0
 RA  11   266.0  19.7  6.0  3.0  2.0  0.0
 RA  12   214.0  14.5  8.0  4.0  1.0  2.0
 RA  13   165.0  32.7  0.0  0.0  4.0  0.0
 *    -1               0.0 10.0  1.0 -5.0  -Blue Pool Maze

 RA  12     0.0   0.0  0.0  0.0  0.0  0.0
 RA  14   223.0  24.0  1.0  2.0  2.0  0.0
 RA  15   290.0   6.0  2.0  3.0  2.0  0.0
 RA  16   210.0  12.0  0.0  0.0  0.0  0.0

 RA  9      0.0   0.0  0.0  0.0  0.0  0.0
 RA  17    12.0   4.5  0.0  0.0  0.0  0.0  DROP 1.5FT

 RA  3      0.0   0.0  0.0  0.0  0.0  0.0
 RA  18   196.0  26.5  2.0  2.0  1.0  0.0
 RA  19   106.0  30.0  0.0  0.0  0.0  0.0

 A   139    0.0   0.0  0.0  0.0  0.0  0.0
 RB  1    310.0  20.7  0.0  4.0  3.0  3.0
 RB  2    334.0  17.6  4.0  0.0  3.0  3.0
 RB  3    320.0  12.0  0.0  4.0  3.0  3.0
 RB  4     41.0  27.0  0.0  0.0  0.0  0.0  RB4=A141

 RB  2      0.0   0.0  0.0  0.0  0.0  0.0
 RC  1    261.0  19.1  2.0  4.0  1.0  2.0
 RC  2    265.0  31.8  6.0  3.0  2.0  2.0
 RC  3    226.0  16.8  3.0  4.0  3.0  2.0
 RC  4    272.0  17.9  3.0  5.0  3.0  2.0
 RC  5    185.0  11.0  2.0  6.0  2.0  4.0
 RC  6    273.0   7.7  2.0  2.0  2.0  4.0  RC6=RA17 AND 1.5FT BELOW RA9
 RC  7    290.0  26.0  3.0  3.0  2.0  4.0
 RC  8    258.0  17.8  3.0  2.0  1.0  1.0
 RC  9    239.0  17.0  4.0 19.0  3.0  2.0  ROOM ABOVE JUNCTIONS
 RC  10   352.0  10.3  1.0  2.0  2.0  0.0
 RC  11   300.0   7.5  2.0  1.0  1.0  0.0
 *    -1              10.0  0.0  2.0  3.0  -Piracy Pit
 RC  12   170.0  10.5  1.0  1.0  1.5  0.0  PIT BELOW 12
 RC  13   227.0  11.8  2.0  1.0  1.5  0.0
 RC  14   249.0  10.1  2.0  4.0  2.0  2.0
 RC  15   251.0  18.3  2.0  4.0  3.0  3.0
 RC  16   194.0  31.3  0.0  5.0  2.0  4.0  CREVICE ABOVE
 RC  17   246.0  41.1  2.0  2.0  2.0  3.0
 RC  18   209.0  14.8  3.0  4.0  2.0  4.0
 RC  19   266.0  12.9  2.0  7.0  3.0  4.0
 RC  20   262.0  29.6  2.0  4.0  4.0  3.0  PIT
 RC  21   292.0  20.3  7.0  2.0  2.0  3.0
 RC  22   195.0  17.6  2.0  8.0  8.0  0.0  ROOM
 RC  23   220.0  34.5  8.0  3.0  3.0  2.0
 RC  24   190.0  17.7  5.0  4.0  3.0  2.0

 RC  23     0.0   0.0  0.0  0.0  0.0  0.0
 RC  25   285.0  21.9  2.0  3.0  2.0  0.0  BELOW CONANS VAULT

 RC  17     0.0   0.0  0.0  0.0  0.0  0.0
 RD  1    233.0   6.7  2.0  3.0  1.0  0.0
 RD  2     50.0  30.5  2.0  3.0   .5  0.0

 RC  20     0.0   0.0  0.0  0.0  0.0  0.0
 RE  1     80.0  13.1  0.0  0.0  0.0  0.0
 RE  2    164.0   9.0  3.0  2.0  1.0  0.0
 RE  3    162.0  11.9  1.0  1.0  1.5  0.0
 RE  4    131.0  11.1  6.0  8.0 15.0  6.1

 RE  3      0.0   0.0  0.0  0.0  0.0  0.0
 RF  1    255.0  36.5  3.0  4.0  1.0  3.0

 RE  3      0.0   0.0  0.0  0.0  0.0  0.0
 RF  2     95.0  23.4  7.0  6.0  1.0  5.0

 RE  4      0.0   0.0  0.0  0.0  0.0  0.0
 RG  1    100.0  13.1  2.5  8.0  3.0  4.0

 RE  4      0.0   0.0  0.0  0.0  0.0  0.0
 RG  2    248.0  30.0  2.0  0.0  1.0  0.0

 A   150    0.0   0.0  0.0  0.0  0.0  0.0
 S   1    279.0  15.9  2.0  2.0  2.5  0.0
 S   2    346.0  15.6  2.0  2.0  2.0  0.0
 *    -1              10.0  0.0 -3.0 -3.0  +Bypass Camp
 S   3    311.0  10.1  2.0  3.0  2.0  0.0  BYPASS CAMP
 S   4     15.0  25.4  3.0  3.0  3.0  0.0
 S   5    356.0  43.2  3.0  3.0  2.5  0.0
 S   6    307.0   7.7  2.5  3.0  2.0  0.0
 S   7    219.0  35.9  0.0  3.0  5.0  0.0
 S   8    337.0   7.4  0.0  0.0  0.0  0.0  S8=A154

 A   154    0.0   0.0  0.0  0.0  0.0  0.0  START OF RANDY'S CANYON
 SA  1     20.0  30.4  5.0  2.0  1.0  1.0
 SA  2     15.0  28.3  4.0  0.0  1.5  0.0
 SA  3    313.0  21.0  1.0  7.0  0.0  1.0
 SA  4     35.0  20.1  3.0  8.0   .8  0.0  PIT ON SIDE
 SA  5    326.0   6.4  1.0  4.0  1.0  0.0
 SA  6     23.0  17.6  0.0  5.0 10.0  5.0  INTERSECT DOME PITS
 SA  7    333.0  11.6  1.0  4.0 12.0  1.0  12.0FT DROP STRAT SECTION
 SA  8    310.0  15.8  3.0  1.0  1.5  0.0
 SA  9    274.0  24.9  2.0  2.0  1.5  0.0  BATHTUB
 SA  10   349.0  13.6  3.0  2.0  1.0  0.0
 *    -1              10.0  0.0  0.0  0.0  -Randy's Canyon
 SA  11   289.0  20.7  3.0  2.0  3.0  0.0
 SA  12   240.0  13.2  2.0  2.0  2.0  1.5  START CANYON IN FLOOR
 SA  13   304.0  15.2  0.0  3.0  1.0  3.0
 SA  14   360.0  10.9  2.0  1.0  1.0  3.5
 SA  15   322.0  26.3  4.0  1.0  1.0  5.0
 SA  16   279.0  12.8  1.0  4.0  2.5  4.5
 SA  17   343.0   8.4  2.0  1.5  2.5  0.0
 SA  18   292.0  16.8  2.0  2.5  1.5  6.0
 SA  19   291.0  12.6  2.0   .5  1.0  7.0
 SA  20   315.0  19.0  2.0  0.0  1.0  7.0
 SA  21   306.0  10.8  0.0  1.5  1.0  8.0
 SA  22   323.0  10.0  1.0  2.0  1.0  8.0  CONNECTS WITH UA24 AND A167
 *    -1              10.0  0.0  0.0  0.0  +Triple Junction

 A   154  275.0  26.2  0.0  0.0  0.0  0.0
 SB  1    201.0  13.1  0.0  0.0  0.0  0.0
 SB  2    288.0  21.8  0.0  0.0  0.0  0.0
 SB  3    235.0  27.6  0.0  0.0  0.0  0.0
 SB  4    255.0  25.0  1.5  2.0  0.0  1.5

 A   170    0.0   0.0  0.0  0.0  0.0  0.0
 T   1    125.0  13.0  0.5  0.5  3.0  0.5  ON LEFT (WHEN FACING LEFT)
 T   2     95.0  10.0  0.5  0.5  3.0  0.5  CONTINUES TIGHT

 A   170    0.0   0.0  0.0  0.0  0.0  0.0
 TA  1    261.0  21.1  4.0  5.0  0.0  3.0  ON RIGHT (WHEN FACING LEFT)

 A   170    0.0   0.0  0.0  0.0  0.0  0.0
 TB  1    186.0  11.1  0.0  0.0  0.0  0.0  STRAIGHT HIGH (WHEN FACING L)
 TB  2    117.0  16.2  0.5  0.5  0.5  0.5

 TB  1      0.0   0.0  0.0  0.0  0.0  0.0
 TZ  1    290.0  20.8  0.0  0.0  0.0  0.0  SAME AS TA 1

 A   170    0.0   0.0  0.0  0.0  0.0  0.0
 TC  1    219.0  17.5  0.0  0.0  0.0  0.0  STRAIGHT LOW (WHEN FACING L)

 TA  1      0.0   0.0  0.0  0.0  0.0  0.0
 TD  1    272.0  18.9  0.0  0.0  0.0  0.0  LEFT FORK
 TD  2    154.0  21.2  5.0  1.5  0.0  0.5

 TA  1      0.0   0.0  0.0  0.0  0.0  0.0
 TE  1    325.0  27.3  0.0  0.0  0.0  0.0
 TE  2    331.0  16.3  3.0  0.0  2.0  4.0
 TE  3    316.0  26.0  0.0  0.0  0.0  0.0
 TE  4    353.0  38.8  0.0  0.0  0.0  0.0
 TE  5    285.0  17.6  0.0  0.0  0.0  0.0  DIG

 A   172    0.0   0.0  0.0  0.0  0.0  0.0  NEAR HERE
 TF  1    114.0  38.0  0.0  0.0  0.0  0.0  ROOM BELOW PASSAGE

 A   178    0.0   0.0  0.0  0.0  0.0  0.0  UNBELIEVABLE PIT
 U   1      0.0   0.0  4.0  0.0  0.0  0.0  DOWN 10FT BELOW A178
 U   2     17.0  10.9  2.0  8.4  0.0  0.0  MIDDLE PIT LEVEL
 U   3     37.0  17.3  3.0  0.0  9.0  2.0
 U   4    330.0  32.9  2.0  4.0  0.0  0.0

 U   2      0.0   0.0  0.0  0.0  0.0  0.0  PHREATIC TUBE IN PIT
 UA  1    109.0   8.4  2.0  1.0  1.0  1.0
 UA  2    144.0   5.3  2.0  2.0  1.5  0.0
 UA  3    194.0  21.5  6.0  1.0  2.0  0.0
 UA  4    175.0   6.7  1.5  1.5  1.0  1.0
 UA  5    212.0   7.3  0.0  3.0  3.0  0.0
 UA  6    149.0  18.3  0.0  4.0  2.0  0.0  END OF TUBE
 UA  7    153.0  37.6  3.0  2.0  4.0  2.0  JACKSON PASSAGE GOING UPSTREAM
 UA  8    111.0  18.9  0.0  3.0  1.0  4.0
 UA  9    143.0  18.8  1.0  2.0  1.0  3.0
 UA  10   115.0   8.0  2.0  2.0  1.0  3.0
 UA  11    81.0  10.5  0.0  2.5  2.0  2.0
 UA  12   116.0  11.0  1.5  0.0  5.0  1.0
 UA  13    91.0  14.9  0.0  2.0  5.0  2.0
 UA  14   161.0   3.8  2.0  0.0  6.0  1.0
 UA  15    84.0  13.3  2.0  0.0  6.0  1.0
 UA  16    83.0  20.7  2.0  0.0  6.0  1.0
 UA  17    44.0   4.0  0.0  1.0  3.0  7.0
 UA  18   104.0  11.0  1.0  0.0  7.0  3.0
 UA  19    82.0   5.9  0.0  1.0  7.0  3.0
 UA  20   120.0  15.5  0.0  1.0  2.0  7.0  MEASURED UP
 UA  21   162.0   8.3  2.0  0.0  2.0  7.0
 UA  22   116.0   8.1  0.0  2.0  2.0  7.0
 UA  23   193.0  16.0  2.0  0.0  2.0  7.0
 UA  24   175.0   9.7  0.0  0.0  0.0  0.0  CONNECTS TO SA22,TIES TO A167

 UA  7      0.0   0.0  0.0  0.0  0.0  0.0  JACKSON PASSAGE DOWNSTREAM
 UB  1    191.0  23.5  1.0  4.0  2.0  2.0
 UB  2    294.0   8.6  0.0  0.0  0.0  0.0  ENDS IN DOLOMITE DRAIN

 UA  5      0.0   0.0  0.0  0.0  0.0  0.0  BACK TO PIT
 UC  1    226.0   4.3  0.0  0.0  0.0  0.0
 UC  2    321.0  17.2  1.0  1.5  1.5  0.0  DROP 2.0FT TOWARD PIT
 UC  3    354.0   3.7  0.0  0.0  0.0  0.0
 UC  4      6.0   7.0  1.0  1.0  1.5  0.0
 UC  5     64.0   5.0  0.0  0.0  0.0  0.0  THINK SMALL
 UC  6    354.0   4.2  0.0  0.0  0.0  0.0
 UC  7     45.0   5.0  0.0  0.0  0.0  0.0
 UC  8    273.0   1.4  0.0  0.0  0.0  0.0  14FT BELOW A178 UNBELIEVABLE PIT

 A   179    0.0   0.0  0.0  0.0  0.0  0.0  DOWNSTREAM UNBELIEVABLE PIT-GOODES
 V   1      0.0   0.0  0.0  0.0  0.0  0.0
 V   2    262.0  27.3  0.0  0.0  0.0  0.0
 V   3    199.0  15.3  0.0  0.0  0.0  0.0
 V   4    168.0  31.3  0.0  0.0  0.0  0.0  ON WHITE ROCK
 V   5    146.0  21.0  8.0  0.0  1.0  0.0
 V   6    157.0  19.1  5.0  4.0  2.0  0.0
 V   7    183.0   7.5  0.0  0.0  0.0  0.0
 V   8    191.0  20.8  0.0  0.0  0.0  0.0
 V   9    164.0  23.2  3.0  7.0  1.0  0.0
 V   10   153.0  26.9  2.0  7.0  3.0  0.0
 V   11   104.0  17.8  0.0  7.0  2.0  0.0
 *    -1               0.0 10.0  0.0  0.0  -Goode's Lost River
 V   12   184.0  25.5  5.0  3.0  1.5  0.0
 V   13   176.0  22.1  2.0  4.0  2.0  0.0
 V   14   162.0  29.6  3.0  2.0  1.5  0.0
 V   15   206.0   9.3  4.0  1.0  1.5  0.0
 V   16   182.0  29.0  3.0  3.0  2.5  1.0
 V   17   135.0  22.3  0.0  5.0  2.0  1.0
 V   18   199.0  15.7  4.0  0.0  1.5  1.0
 V   19   211.0   5.4  0.0  4.0  1.5  1.0  PROJECTION ON LEFT-CALLED IT 9
 *    -1              10.0  0.0  0.0-10.0  -Peloquin's Bayou

 A   239    0.0   0.0  0.0  0.0  0.0  0.0  VALMEYERA'S SHORTCUT
 X   1    357.0  50.0  0.0  0.0  0.0  0.0
 X   2    357.0  50.0  0.0  0.0  0.0  0.0

 A   292    0.0   0.0  0.0  0.0  0.0  0.0  COON PASSAGE
 Y   1     53.0  19.3  0.0  3.0  3.0  9.0
 Y   2    352.0  13.1  1.0  1.0  2.0 11.0
 Y   3     75.0   5.7  2.0  1.0  2.0 11.0
 Y   4    330.0  11.9  3.0  3.0  2.0  9.0
 Y   5    300.0  25.5  2.0  6.0  3.0  8.0
 Y   6    360.0  22.5  5.0 12.0  3.0  8.0
 Y   7     99.0  23.6  4.0  3.0  2.0  7.0
 Y   8     26.0   6.8  4.0  3.0  2.0  7.0
 Y   9    332.0  19.5  3.0  6.0  3.0  4.0
 Y   10    15.0  17.3  4.0  2.0  3.0  5.0
 Y   11   345.0  21.0  5.0  0.0  1.0  5.0
 *    -1              10.0  0.0  7.0  2.0  -Coon Passage
 Y   12   270.0  50.0  3.0 12.0  2.0  3.0
 Y   13   311.0  27.5  8.0  1.0  1.0  3.0
 Y   14   235.0  21.4  3.0  3.0  1.5  2.0
 Y   15   295.0  23.0 15.0  0.0  1.0  2.0
 Y   16   245.0  21.7  6.0  3.0  1.0  1.0
 *    -1              10.0  0.0 -2.0  2.0  +Dig

 A   302    0.0   0.0  0.0  0.0  0.0  0.0  RIGHT AT NORTH Y
 Z   1    210.0  50.0  6.0  3.0  3.0  0.0
 Z   2    240.0  42.8  6.0  4.0  1.0  1.0  STREAM COMES IN THROUGH BREAKDOWN