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.

NOTE:   	HORIZONTAL COORDINATES ARE ARBITRARY (LOCAL)

		ELEVATIONS ARE IN METRES AND REFERRED TO GEODETIC
		SURVEY OF CANADA DATUM  - CGVD1928
                   
                     
AVALON CREEK AT HOUSTON X/S 1-5   PROJECT 76FDC18  JULY 1978

NOTE: LOCATION OF CROSS SECTIONS WERE ESTABLISHED
      BY AIR PHOTOGRAPH IDENTIFICATION IN THE FIELD
      AND WERE ASSIGNED ARBITRARY COORDINATES
        
REFERENCE MARKERS   
REBAR - A 2 FT SECTION OF 1/2 INCH CONCRETE REINFORCING ROD
SPIKE - AN 8 INCH COMMON NAIL
                           
 #   NORTHING   EASTING   ELEV.   MARKER  X/S
600,101000.000,10000.000,596.451,REBAR LB XS1   
601,101000.188,10043.169,599.108,OIP RB   XS1   
602,102000.000,10000.000,595.485,REBAR LB XS2   
603,102049.066, 9999.785,595.395,SPIKE RB XS2   
604,103000.000,10000.000,595.643,REBAR LB XS3   
605,103072.084, 9999.685,595.251,SPIKE RB XS3   
606,104000.000,10000.000,592.709,REBAR LB XS4   
607,104005.803,10032.092,593.215,REBAR RB XS4   
608,105000.000,10000.000,592.882,REBAR LB XS5   
609,105009.952,10022.093,593.296,SPIKE RB XS5