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. BEAVERLEY CREEK CROSS-SECTION 1 0+044 PROJECT 9330F043 SEPT 22 1993 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 799 699 0.00 617.03 1 DUMMY 2000.00 800 700 2000.00 617.03 2 . 1.58 801 701 2001.58 617.01 3 . 10.55 802 702 2012.13 616.76 4 . 2.47 803 703 2014.60 616.96 5 . 1.10 804 704 2015.70 616.59 6 . 2.17 805 705 2017.87 616.42 7 . 1.66 806 706 2019.53 616.36 8 . 4.64 807 707 2024.18 616.56 9 . 3.69 808 708 2027.87 616.72 10 G/L BOLT LB 3.71 809 709 2031.58 616.69 11 TOP 0.58 810 710 2032.15 615.85 12 HWM 0.34 811 711 2032.49 615.58 13 . 0.74 812 712 2033.23 615.32 14 . 1.06 813 713 2034.29 615.39 15 . 0.41 814 714 2034.70 615.46 16 . 1.36 815 715 2036.06 615.43 17 . 1.04 816 716 2037.10 614.99 18 . 0.95 817 717 2038.05 615.02 19 . 0.51 818 718 2038.56 615.32 20 . 1.62 819 719 2040.18 615.25 21 . 0.69 820 720 2040.87 614.49 22 . 1.94 821 721 2042.82 614.91 23 . 1.33 822 722 2044.15 615.24 24 . 1.91 823 723 2046.05 615.40 25 . 0.86 824 724 2046.91 615.53 26 . 1.92 825 725 2048.83 615.56 27 . 2.59 826 726 2051.42 615.66 28 . BEAVERLEY CREEK CROSS-SECTION 1 0+044 PROJECT 9330F043 SEPT 22 1993 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 1.31 827 727 2052.73 615.42 29 TOE 0.70 828 728 2053.43 615.94 30 TRASH LINE 0.19 829 729 2053.62 616.54 31 TOP 1.49 830 730 2055.11 616.80 32 . 1.50 831 731 2056.61 616.85 33 . 1.07 832 732 2057.68 616.83 34 G/L BOLT RB 2.21 833 733 2059.89 616.75 35 . 1.06 834 734 2060.95 616.64 36 . 2.44 835 735 2063.39 616.67 37 . 2.43 836 736 2065.82 616.46 38 . 3.16 837 737 2068.98 616.57 39 . JOIN 799-837 N17 13 21E 2068.976 BEAVERLEY CREEK CROSS-SECTION 2 0+418 PROJECT 9330F043 SEPT 23 1993 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 799 699 0.00 618.68 1 DUMMY 2000.00 800 700 2000.00 618.68 2 FIELD 14.08 801 701 2014.08 618.76 3 . 3.18 802 702 2017.27 618.72 4 G/L BOLT LB 8.86 803 703 2026.12 618.41 5 FENCE-LINE 10.29 804 704 2036.42 618.25 6 . 5.84 805 705 2042.25 618.06 7 . 3.58 806 706 2045.83 617.99 8 TOP 0.30 807 707 2046.13 617.68 9 . 1.44 808 708 2047.57 617.79 10 HWM G/L 1.22 809 709 2048.78 617.82 11 . 0.47 810 710 2049.26 617.65 12 EDGE-BAR 4.19 811 711 2053.45 617.58 13 . 2.41 812 712 2055.86 617.07 14 C/L 1.33 813 713 2057.19 617.16 15 . 1.25 814 714 2058.44 617.37 16 . 0.84 815 715 2059.28 617.46 17 TOE-EROSION 0.38 816 716 2059.66 617.85 18 TOP 2.55 817 717 2062.21 617.82 19 . 1.70 818 718 2063.91 617.93 20 . 2.62 819 719 2066.53 618.21 21 HWM 3.19 820 720 2069.72 618.11 22 G/L BOLT RB 3.23 821 721 2072.96 618.13 23 . 3.25 822 722 2076.20 618.05 24 TOE 0.43 823 723 2076.63 618.39 25 TOP-FENCE 5.78 824 724 2082.42 618.52 26 . JOIN 799-824 N24 00 38E 2082.417 BEAVERLEY CREEK CROSS-SECTION 3 0+741 PROJECT 9330F043 SEPT 23 1993 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 825 725 0.00 620.77 1 DUMMY 2000.00 824 724 2000.00 620.77 2 . 21.35 823 723 2021.35 620.96 3 . 3.59 822 722 2024.94 620.53 4 . 7.02 821 721 2031.96 620.79 5 . 3.79 820 720 2035.75 620.49 6 . 2.42 819 719 2038.16 620.47 7 G/L BOLT LB 4.24 818 718 2042.40 620.56 8 . 1.42 817 717 2043.82 620.28 9 HWM-1993 2.30 816 716 2046.12 619.81 10 TOP 0.68 815 715 2046.79 619.22 11 WL-LB 0.37 814 714 2047.17 618.57 12 . 0.90 813 713 2048.07 618.71 13 . 1.75 812 712 2049.82 618.88 14 . 0.87 811 711 2050.68 619.21 15 . 1.23 810 710 2051.92 619.66 16 TOP 0.79 809 709 2052.71 619.71 17 . 2.32 808 708 2055.02 619.77 18 . 2.70 807 707 2057.72 619.74 19 . 1.24 806 706 2058.96 619.87 20 . 1.47 805 705 2060.44 620.29 21 . 1.14 804 704 2061.58 620.27 22 . 2.81 803 703 2064.39 620.08 23 . 2.85 802 702 2067.24 620.04 24 . 1.82 801 701 2069.06 620.40 25 HWM-RB 1.28 800 700 2070.34 620.51 26 G/L BOLT RB JOIN 825-800 N47 04 11E 2070.343 BEAVERLEY CREEK CROSS-SECTION 4 1+115 PROJECT 9330F043 SEPT 23 1993 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 824 724 0.00 623.16 1 DUMMY 2000.00 823 723 2000.00 623.16 2 FLAT 11.49 822 722 2011.49 623.00 3 TOE-EDGE-FIELD 0.88 821 721 2012.36 623.39 4 TOP 4.37 820 720 2016.73 623.26 5 G/L BOLT LB 1.19 819 719 2017.92 623.32 6 . 0.67 818 718 2018.59 623.54 7 TOP 1.67 817 717 2020.26 621.88 8 WL-LB 0.98 816 716 2021.24 621.51 9 .36 0.62 815 715 2021.86 621.45 10 .43 2.08 814 714 2023.94 621.67 11 .24 1.41 813 713 2025.36 621.89 12 WL-RB 1.07 812 712 2026.42 621.98 13 . 0.83 811 711 2027.25 622.45 14 . 2.33 810 710 2029.58 622.44 15 . 1.70 809 709 2031.27 622.20 16 . 1.50 808 708 2032.78 622.48 17 HWM 0.55 807 707 2033.33 622.67 18 . 2.96 806 706 2036.29 623.48 19 . 3.16 805 705 2039.45 623.70 20 . 1.98 804 704 2041.43 622.93 21 . 5.45 803 703 2046.88 622.82 22 TOE 1.74 802 702 2048.63 623.48 23 TOP 5.49 801 701 2054.12 623.76 24 G/L BOLT RB EDGE 13.48 800 700 2067.60 624.22 25 FIELD JOIN 824-800 N65 54 16E 2067.597 BEAVERLEY CREEK CROSS-SECTION 5 1+468 PROJECT 9330F043 SEPT 23 1993 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 799 699 0.00 626.56 1 DUMMY 2000.00 800 700 2000.00 626.56 2 G/L BOLT LB FLAT 1.51 801 701 2001.51 626.68 3 . 4.51 802 702 2006.02 625.94 4 . 3.53 803 703 2009.55 625.01 5 TOE 1.14 804 704 2010.69 624.87 6 . 1.70 805 705 2012.39 624.70 7 WL-LB 1.89 806 706 2014.28 624.67 8 . 1.60 807 707 2015.88 624.58 9 .09 1.03 808 708 2016.92 624.68 10 WL-RB 0.85 809 709 2017.77 625.11 11 TOP 0.93 810 710 2018.70 625.29 12 HWM 1.43 811 711 2020.13 626.34 13 TOP 1.31 812 712 2021.43 625.60 14 TOE-SPOIL 2.08 813 713 2023.51 625.97 15 . 5.96 814 714 2029.46 625.80 16 . 0.89 815 715 2030.36 626.09 17 . 6.32 816 716 2036.68 626.35 18 . 11.48 817 717 2048.16 626.61 19 G/L BOLT RB JOIN 799-817 N30 22 45E 2048.158 BEAVERLEY CREEK CROSS-SECTION 6 1+748 PROJECT 9330F043 SEPT 24 1993 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 818 718 0.00 628.45 1 DUMMY 2000.00 817 717 2000.00 628.45 2 . 29.17 816 716 2029.17 628.84 3 G/L BOLT LB 1.94 815 715 2031.11 628.83 4 TOP 1.65 814 714 2032.76 628.42 5 TOE 2.72 813 713 2035.48 628.49 6 . 4.21 812 712 2039.69 628.75 7 . 1.56 811 711 2041.25 628.52 8 TOP 0.64 810 710 2041.89 627.83 9 TOE-EROSION 0.90 809 709 2042.79 627.57 10 WL-LB 0.25 808 708 2043.04 627.39 11 .2-TOE 3.03 807 707 2046.06 627.37 12 .21 2.43 806 706 2048.49 627.40 13 .18 0.13 805 705 2048.62 627.59 14 WL-RB 0.69 804 704 2049.31 628.30 15 TOP-BANK 2.55 803 703 2051.85 628.73 16 . 1.23 802 702 2053.09 629.10 17 . 2.57 801 701 2055.66 629.06 18 G/L BOLT RB 3.18 800 700 2058.85 628.96 19 ROLLING JOIN 818-800 N18 54 10E 2058.846 BEAVERLEY CREEK CROSS-SECTION 7 1+990 PROJECT 9330F043 SEPT 24 1993 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 824 724 0.00 631.32 1 DUMMY 2000.00 823 723 2000.00 631.32 2 . 11.48 822 722 2011.48 631.45 3 G/L BOLT LB 2.23 821 721 2013.71 631.30 4 . 1.64 820 720 2015.35 630.73 5 . 5.43 819 719 2020.78 630.84 6 TOP 0.89 818 718 2021.67 630.01 7 L-EDGE 1.03 817 717 2022.70 629.56 8 . 0.59 816 716 2023.29 629.55 9 CL-CULV 1.38 815 715 2024.67 629.73 10 . 0.39 814 714 2025.06 630.02 11 RB-EDGE-CULV 0.41 813 713 2025.47 630.13 12 . 0.61 812 712 2026.08 629.77 13 . 0.72 811 711 2026.79 629.60 14 WL-L-EDGE-CULV 1.06 810 710 2027.86 629.30 15 .34 0.68 809 709 2028.54 629.28 16 .33CL-CULV 0.53 808 708 2029.06 629.33 17 .29 0.59 807 707 2029.65 629.61 18 WL 0.47 806 706 2030.12 629.78 19 GL-EDGE-CULV 1.81 805 705 2031.93 630.77 20 TOP 2.03 804 704 2033.96 631.04 21 . 3.60 803 703 2037.56 632.04 22 . 3.71 802 702 2041.26 633.12 23 . 1.52 801 701 2042.78 633.30 24 G/L BOLT RB 4.19 800 700 2046.97 633.35 25 CL-ROAD JOIN 824-800 S80 49 19E 2046.972 BEAVERLEY CREEK CROSS-SECTION 8 2+017 PROJECT 9330F043 SEPT 24 1993 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 642 542 0.00 631.64 1 DUMMY 2000.00 641 541 2000.00 631.64 2 . 13.98 640 540 2013.98 632.06 3 G/L BOLT LB 0.91 639 539 2014.89 632.14 4 TOP 1.86 638 538 2016.75 631.69 5 . 0.94 637 537 2017.68 631.23 6 L-EDGE-CULV 0.60 636 536 2018.28 630.81 7 . 0.84 635 535 2019.12 630.54 8 CL-CULV 0.54 634 534 2019.65 630.52 9 . 1.25 633 533 2020.90 630.68 10 R-ED-CUL 0.99 632 532 2021.89 630.81 11 . 0.82 631 531 2022.71 630.53 12 WL-L-EDGE-CULV 1.71 630 530 2024.43 630.44 13 .09-CL-CULV 0.89 629 529 2025.32 630.45 14 .09 0.70 628 528 2026.02 630.56 15 R-EDGE-CUL-WL 0.45 627 527 2026.46 631.13 16 TOP 3.78 626 526 2030.24 631.88 17 TOP-RIP-RAP 2.42 625 525 2032.66 631.96 18 G/L BOLT RB 15.12 624 524 2047.78 632.18 19 . JOIN 642-624 S81 07 04E 2047.781 BEAVERLEY CREEK CROSS-SECTION OF HWY 16 PROJECT 9330F043 SEPT 24 1993 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 946 446 0.00 629.27 1 CL 8.18 947 447 8.18 629.50 2 CL 4.12 948 448 12.30 630.10 3 TOE-ROAD 0.65 949 449 12.95 631.01 4 . 4.88 950 450 17.83 633.79 5 TOP-ROAD 3.76 951 451 21.59 633.88 6 EDGE-ROAD 8.52 952 452 30.12 633.57 7 EDGE-ROAD 3.36 953 453 33.48 633.55 8 TOP-ROAD 5.77 954 454 39.25 630.65 9 TOE-ROAD 8.18 955 455 47.43 630.62 10 CL-CR 11.86 956 456 59.29 630.69 11 CL-CR BEAVERLEY CREEK HWY 16 RD PROFILE 2+005 PROJECT 9330F043 SEPT 24 1993 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 959 459 0.00 633.43 1 CL-HWY 52.60 958 458 52.60 633.72 2 CL-HWY 47.15 957 457 99.74 634.03 3 CL-HWY BEAVERLEY CREEK CROSS-SECTION 9 2+182 PROJECT 9330F043 SEPT 24 1993 STATIONS DISTANCE CHAINAGE ELEV NO. NAME OR REMARKS 799 699 0.00 635.78 1 DUMMY 2000.00 800 700 2000.00 635.78 2 ON-SLOPE 14.40 801 701 2014.40 633.01 3 TOE 20.18 802 702 2034.58 633.54 4 . 13.83 803 703 2048.41 633.33 5 . 13.58 804 704 2061.99 633.47 6 G/L BOLT LB 4.23 805 705 2066.23 632.90 7 . 2.78 806 706 2069.01 632.43 8 . 1.12 807 707 2070.13 632.13 9 . 0.85 808 708 2070.98 632.05 10 WL-LB 1.43 809 709 2072.41 631.94 11 .12 1.66 810 710 2074.06 631.97 12 .09 1.29 811 711 2075.35 632.07 13 WL-RB 2.24 812 712 2077.59 632.19 14 TOE 0.68 813 713 2078.27 632.51 15 TOP 3.56 814 714 2081.82 632.73 16 TOE 2.47 815 715 2084.29 633.75 17 . 3.12 816 716 2087.42 634.33 18 . 2.62 817 717 2090.03 634.60 19 G/L BOLT RB 4.21 818 718 2094.24 634.71 20 . 3.86 819 719 2098.11 634.53 21 TOP 3.55 820 720 2101.66 632.97 22 TOE 1.27 821 721 2102.92 632.85 23 DITCH 2.03 822 722 2104.96 633.05 24 DITCH-TOE 3.77 823 723 2108.73 635.17 25 DITCH-TOP 0.86 824 724 2109.59 635.21 26 . 12.05 825 725 2121.64 635.50 27 EDGE-ROAD JOIN 799-825 N14 22 56E 2121.644