Agenda packet — Yucca Valley City Council, June 2, 2026 (part 17 of 20)

Worker Risk - Fueling
Concentration [ug/m^3]
Discrete Receptor ID Operations Worker Dose Worker Risk X Y X, Y Total Operations Operations
755 UCART1 557630.26 3776528.23 557630.26, 3776528.23 4.24E-04 2.8E-07 9.6E-09 756 UCART1 557650.26 3776528.23 557650.26, 3776528.23 4.10E-04 2.7E-07 9.3E-09 757 UCART1 557670.26 3776528.23 557670.26, 3776528.23 3.97E-04 2.6E-07 9.0E-09 758 UCART1 557690.26 3776528.23 557690.26, 3776528.23 3.84E-04 2.5E-07 8.7E-09 759 UCART1 557510.26 3776548.23 557510.26, 3776548.23 5.22E-04 3.5E-07 1.2E-08 760 UCART1 557530.26 3776548.23 557530.26, 3776548.23 5.05E-04 3.3E-07 1.1E-08 761 UCART1 557550.26 3776548.23 557550.26, 3776548.23 4.87E-04 3.2E-07 1.1E-08 762 UCART1 557570.26 3776548.23 557570.26, 3776548.23 4.70E-04 3.1E-07 1.1E-08 763 UCART1 557590.26 3776548.23 557590.26, 3776548.23 4.54E-04 3.0E-07 1.0E-08 764 UCART1 557610.26 3776548.23 557610.26, 3776548.23 4.39E-04 2.9E-07 1.0E-08 765 UCART1 557630.26 3776548.23 557630.26, 3776548.23 4.25E-04 2.8E-07 9.6E-09 766 UCART1 557650.26 3776548.23 557650.26, 3776548.23 4.12E-04 2.7E-07 9.3E-09 767 UCART1 557670.26 3776548.23 557670.26, 3776548.23 3.98E-04 2.6E-07 9.0E-09 768 UCART1 557690.26 3776548.23 557690.26, 3776548.23 3.86E-04 2.6E-07 8.8E-09 769 UCART1 557510.26 3776568.23 557510.26, 3776568.23 5.26E-04 3.5E-07 1.2E-08 770 UCART1 557530.26 3776568.23 557530.26, 3776568.23 5.09E-04 3.4E-07 1.2E-08 771 UCART1 557550.26 3776568.23 557550.26, 3776568.23 4.90E-04 3.2E-07 1.1E-08 772 UCART1 557570.26 3776568.23 557570.26, 3776568.23 4.71E-04 3.1E-07 1.1E-08 773 UCART1 557590.26 3776568.23 557590.26, 3776568.23 4.55E-04 3.0E-07 1.0E-08 774 UCART1 557610.26 3776568.23 557610.26, 3776568.23 4.40E-04 2.9E-07 1.0E-08 775 UCART1 557630.26 3776568.23 557630.26, 3776568.23 4.26E-04 2.8E-07 9.7E-09 776 UCART1 557650.26 3776568.23 557650.26, 3776568.23 4.13E-04 2.7E-07 9.4E-09 777 UCART1 557670.26 3776568.23 557670.26, 3776568.23 4.00E-04 2.6E-07 9.1E-09 778 UCART1 557690.26 3776568.23 557690.26, 3776568.23 3.87E-04 2.6E-07 8.8E-09 779 UCART1 557510.26 3776588.23 557510.26, 3776588.23 5.29E-04 3.5E-07 1.2E-08 780 UCART1 557530.26 3776588.23 557530.26, 3776588.23 5.11E-04 3.4E-07 1.2E-08 781 UCART1 557550.26 3776588.23 557550.26, 3776588.23 4.92E-04 3.3E-07 1.1E-08 782 UCART1 557570.26 3776588.23 557570.26, 3776588.23 4.72E-04 3.1E-07 1.1E-08 783 UCART1 557590.26 3776588.23 557590.26, 3776588.23 4.55E-04 3.0E-07 1.0E-08 784 UCART1 557610.26 3776588.23 557610.26, 3776588.23 4.39E-04 2.9E-07 1.0E-08 785 UCART1 557630.26 3776588.23 557630.26, 3776588.23 4.26E-04 2.8E-07 9.7E-09 786 UCART1 557650.26 3776588.23 557650.26, 3776588.23 4.14E-04 2.7E-07 9.4E-09 787 UCART1 557670.26 3776588.23 557670.26, 3776588.23 4.01E-04 2.7E-07 9.1E-09 788 UCART1 557690.26 3776588.23 557690.26, 3776588.23 3.89E-04 2.6E-07 8.8E-09 789 UCART1 557510.26 3776608.23 557510.26, 3776608.23 5.30E-04 3.5E-07 1.2E-08 790 UCART1 557530.26 3776608.23 557530.26, 3776608.23 5.11E-04 3.4E-07 1.2E-08 791 UCART1 557550.26 3776608.23 557550.26, 3776608.23 4.91E-04 3.3E-07 1.1E-08 792 UCART1 557570.26 3776608.23 557570.26, 3776608.23 4.72E-04 3.1E-07 1.1E-08 793 UCART1 557590.26 3776608.23 557590.26, 3776608.23 4.54E-04 3.0E-07 1.0E-08 794 UCART1 557610.26 3776608.23 557610.26, 3776608.23 4.38E-04 2.9E-07 9.9E-09 795 UCART1 557630.26 3776608.23 557630.26, 3776608.23 4.26E-04 2.8E-07 9.7E-09 796 UCART1 557650.26 3776608.23 557650.26, 3776608.23 4.13E-04 2.7E-07 9.4E-09 797 UCART1 557670.26 3776608.23 557670.26, 3776608.23 4.01E-04 2.7E-07 9.1E-09 798 UCART1 557690.26 3776608.23 557690.26, 3776608.23 3.89E-04 2.6E-07 8.8E-09 799 UCART1 557510.26 3776628.23 557510.26, 3776628.23 5.29E-04 3.5E-07 1.2E-08 800 UCART1 557530.26 3776628.23 557530.26, 3776628.23 5.10E-04 3.4E-07 1.2E-08 801 UCART1 557550.26 3776628.23 557550.26, 3776628.23 4.88E-04 3.2E-07 1.1E-08 802 UCART1 557570.26 3776628.23 557570.26, 3776628.23 4.73E-04 3.1E-07 1.1E-08 803 UCART1 557590.26 3776628.23 557590.26, 3776628.23 4.52E-04 3.0E-07 1.0E-08 804 UCART1 557610.26 3776628.23 557610.26, 3776628.23 4.37E-04 2.9E-07 9.9E-09 805 UCART1 557630.26 3776628.23 557630.26, 3776628.23 4.24E-04 2.8E-07 9.6E-09 806 UCART1 557650.26 3776628.23 557650.26, 3776628.23 4.12E-04 2.7E-07 9.4E-09 807 UCART1 557670.26 3776628.23 557670.26, 3776628.23 4.00E-04 2.6E-07 9.1E-09 808 UCART1 557690.26 3776628.23 557690.26, 3776628.23 3.89E-04 2.6E-07 8.8E-09 809 UCART1 557510.26 3776648.23 557510.26, 3776648.23 5.25E-04 3.5E-07 1.2E-08 810 UCART1 557530.26 3776648.23 557530.26, 3776648.23 5.04E-04 3.3E-07 1.1E-08 811 UCART1 557550.26 3776648.23 557550.26, 3776648.23 4.83E-04 3.2E-07 1.1E-08 812 UCART1 557570.26 3776648.23 557570.26, 3776648.23 4.62E-04 3.1E-07 1.0E-08

Page 2162 of 2762 ends

Worker Risk - Fueling
Concentration [ug/m^3]
Discrete Receptor ID Operations Worker Dose Worker Risk X Y X, Y Total Operations Operations
813 UCART1 557590.26 3776648.23 557590.26, 3776648.23 4.48E-04 3.0E-07 1.0E-08 814 UCART1 557610.26 3776648.23 557610.26, 3776648.23 4.32E-04 2.9E-07 9.8E-09 815 UCART1 557630.26 3776648.23 557630.26, 3776648.23 4.20E-04 2.8E-07 9.5E-09 816 UCART1 557650.26 3776648.23 557650.26, 3776648.23 4.10E-04 2.7E-07 9.3E-09 817 UCART1 557670.26 3776648.23 557670.26, 3776648.23 3.98E-04 2.6E-07 9.0E-09 818 UCART1 557690.26 3776648.23 557690.26, 3776648.23 3.87E-04 2.6E-07 8.8E-09 819 UCART1 557510.26 3776668.23 557510.26, 3776668.23 5.16E-04 3.4E-07 1.2E-08 820 UCART1 557530.26 3776668.23 557530.26, 3776668.23 4.96E-04 3.3E-07 1.1E-08 821 UCART1 557550.26 3776668.23 557550.26, 3776668.23 4.74E-04 3.1E-07 1.1E-08 822 UCART1 557570.26 3776668.23 557570.26, 3776668.23 4.55E-04 3.0E-07 1.0E-08 823 UCART1 557590.26 3776668.23 557590.26, 3776668.23 4.43E-04 2.9E-07 1.0E-08 824 UCART1 557610.26 3776668.23 557610.26, 3776668.23 4.24E-04 2.8E-07 9.6E-09 825 UCART1 557630.26 3776668.23 557630.26, 3776668.23 4.12E-04 2.7E-07 9.4E-09 826 UCART1 557650.26 3776668.23 557650.26, 3776668.23 4.04E-04 2.7E-07 9.2E-09 827 UCART1 557670.26 3776668.23 557670.26, 3776668.23 3.93E-04 2.6E-07 8.9E-09 828 UCART1 557690.26 3776668.23 557690.26, 3776668.23 3.83E-04 2.5E-07 8.7E-09 829 UCART1 557510.26 3776688.23 557510.26, 3776688.23 5.05E-04 3.3E-07 1.1E-08 830 UCART1 557530.26 3776688.23 557530.26, 3776688.23 4.44E-04 2.9E-07 1.0E-08 831 UCART1 557550.26 3776688.23 557550.26, 3776688.23 4.30E-04 2.8E-07 9.7E-09 832 UCART1 557570.26 3776688.23 557570.26, 3776688.23 4.16E-04 2.8E-07 9.4E-09 833 UCART1 557590.26 3776688.23 557590.26, 3776688.23 4.04E-04 2.7E-07 9.2E-09 834 UCART1 557610.26 3776688.23 557610.26, 3776688.23 3.92E-04 2.6E-07 8.9E-09 835 UCART1 557630.26 3776688.23 557630.26, 3776688.23 3.81E-04 2.5E-07 8.6E-09 836 UCART1 557650.26 3776688.23 557650.26, 3776688.23 3.70E-04 2.4E-07 8.4E-09 837 UCART1 557670.26 3776688.23 557670.26, 3776688.23 3.60E-04 2.4E-07 8.2E-09 838 UCART1 557690.26 3776688.23 557690.26, 3776688.23 3.50E-04 2.3E-07 7.9E-09 839 UCART1 556172.49 3776517.81 556172.49, 3776517.81 1.08E-04 7.1E-08 2.4E-09 840 UCART1 556192.49 3776517.81 556192.49, 3776517.81 1.13E-04 7.5E-08 2.6E-09 841 UCART1 556212.49 3776517.81 556212.49, 3776517.81 1.17E-04 7.7E-08 2.6E-09 842 UCART1 556232.49 3776517.81 556232.49, 3776517.81 1.21E-04 8.0E-08 2.7E-09 843 UCART1 556252.49 3776517.81 556252.49, 3776517.81 1.24E-04 8.2E-08 2.8E-09 844 UCART1 556272.49 3776517.81 556272.49, 3776517.81 1.28E-04 8.5E-08 2.9E-09 845 UCART1 556292.49 3776517.81 556292.49, 3776517.81 1.31E-04 8.6E-08 3.0E-09 846 UCART1 556312.49 3776517.81 556312.49, 3776517.81 1.32E-04 8.8E-08 3.0E-09 847 UCART1 556332.49 3776517.81 556332.49, 3776517.81 1.35E-04 9.0E-08 3.1E-09 848 UCART1 556352.49 3776517.81 556352.49, 3776517.81 1.37E-04 9.1E-08 3.1E-09 849 UCART1 556372.49 3776517.81 556372.49, 3776517.81 1.37E-04 9.1E-08 3.1E-09 850 UCART1 556392.49 3776517.81 556392.49, 3776517.81 1.42E-04 9.4E-08 3.2E-09 851 UCART1 556412.49 3776517.81 556412.49, 3776517.81 1.46E-04 9.7E-08 3.3E-09 852 UCART1 556432.49 3776517.81 556432.49, 3776517.81 1.51E-04 1.0E-07 3.4E-09 853 UCART1 556452.49 3776517.81 556452.49, 3776517.81 1.54E-04 1.0E-07 3.5E-09 854 UCART1 556472.49 3776517.81 556472.49, 3776517.81 1.61E-04 1.1E-07 3.7E-09 855 UCART1 556492.49 3776517.81 556492.49, 3776517.81 1.67E-04 1.1E-07 3.8E-09 856 UCART1 556172.49 3776537.81 556172.49, 3776537.81 1.09E-04 7.2E-08 2.5E-09 857 UCART1 556192.49 3776537.81 556192.49, 3776537.81 1.13E-04 7.5E-08 2.6E-09 858 UCART1 556212.49 3776537.81 556212.49, 3776537.81 1.18E-04 7.8E-08 2.7E-09 859 UCART1 556232.49 3776537.81 556232.49, 3776537.81 1.23E-04 8.1E-08 2.8E-09 860 UCART1 556252.49 3776537.81 556252.49, 3776537.81 1.27E-04 8.4E-08 2.9E-09 861 UCART1 556272.49 3776537.81 556272.49, 3776537.81 1.30E-04 8.6E-08 3.0E-09 862 UCART1 556292.49 3776537.81 556292.49, 3776537.81 1.35E-04 9.0E-08 3.1E-09 863 UCART1 556312.49 3776537.81 556312.49, 3776537.81 1.38E-04 9.1E-08 3.1E-09 864 UCART1 556332.49 3776537.81 556332.49, 3776537.81 1.42E-04 9.4E-08 3.2E-09 865 UCART1 556352.49 3776537.81 556352.49, 3776537.81 1.44E-04 9.5E-08 3.3E-09 866 UCART1 556372.49 3776537.81 556372.49, 3776537.81 1.44E-04 9.5E-08 3.3E-09 867 UCART1 556392.49 3776537.81 556392.49, 3776537.81 1.45E-04 9.6E-08 3.3E-09 868 UCART1 556412.49 3776537.81 556412.49, 3776537.81 1.51E-04 1.0E-07 3.4E-09 869 UCART1 556432.49 3776537.81 556432.49, 3776537.81 1.56E-04 1.0E-07 3.5E-09 870 UCART1 556452.49 3776537.81 556452.49, 3776537.81 1.60E-04 1.1E-07 3.6E-09

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Worker Risk - Fueling
Concentration [ug/m^3]
Discrete Receptor ID Operations Worker Dose Worker Risk X Y X, Y Total Operations Operations
871 UCART1 556472.49 3776537.81 556472.49, 3776537.81 1.67E-04 1.1E-07 3.8E-09 872 UCART1 556492.49 3776537.81 556492.49, 3776537.81 1.74E-04 1.2E-07 4.0E-09 873 UCART1 556332.49 3776557.81 556332.49, 3776557.81 1.49E-04 9.9E-08 3.4E-09 874 UCART1 556352.49 3776557.81 556352.49, 3776557.81 1.50E-04 9.9E-08 3.4E-09 875 UCART1 556372.49 3776557.81 556372.49, 3776557.81 1.52E-04 1.0E-07 3.5E-09 876 UCART1 556392.49 3776557.81 556392.49, 3776557.81 1.53E-04 1.0E-07 3.5E-09 877 UCART1 556412.49 3776557.81 556412.49, 3776557.81 1.58E-04 1.0E-07 3.6E-09 878 UCART1 556432.49 3776557.81 556432.49, 3776557.81 1.63E-04 1.1E-07 3.7E-09 879 UCART1 556452.49 3776557.81 556452.49, 3776557.81 1.66E-04 1.1E-07 3.8E-09 880 UCART1 556472.49 3776557.81 556472.49, 3776557.81 1.73E-04 1.1E-07 3.9E-09 881 UCART1 556492.49 3776557.81 556492.49, 3776557.81 1.82E-04 1.2E-07 4.1E-09 882 UCART1 556332.49 3776577.81 556332.49, 3776577.81 1.55E-04 1.0E-07 3.5E-09 883 UCART1 556352.49 3776577.81 556352.49, 3776577.81 1.58E-04 1.0E-07 3.6E-09 884 UCART1 556372.49 3776577.81 556372.49, 3776577.81 1.61E-04 1.1E-07 3.6E-09 885 UCART1 556392.49 3776577.81 556392.49, 3776577.81 1.64E-04 1.1E-07 3.7E-09 886 UCART1 556412.49 3776577.81 556412.49, 3776577.81 1.67E-04 1.1E-07 3.8E-09 887 UCART1 556432.49 3776577.81 556432.49, 3776577.81 1.70E-04 1.1E-07 3.9E-09 888 UCART1 556452.49 3776577.81 556452.49, 3776577.81 1.75E-04 1.2E-07 4.0E-09 889 UCART1 556472.49 3776577.81 556472.49, 3776577.81 1.82E-04 1.2E-07 4.1E-09 890 UCART1 556492.49 3776577.81 556492.49, 3776577.81 1.90E-04 1.3E-07 4.3E-09 891 UCART1 556332.49 3776597.81 556332.49, 3776597.81 1.63E-04 1.1E-07 3.7E-09 892 UCART1 556352.49 3776597.81 556352.49, 3776597.81 1.67E-04 1.1E-07 3.8E-09 893 UCART1 556372.49 3776597.81 556372.49, 3776597.81 1.69E-04 1.1E-07 3.8E-09 894 UCART1 556392.49 3776597.81 556392.49, 3776597.81 1.70E-04 1.1E-07 3.9E-09 895 UCART1 556412.49 3776597.81 556412.49, 3776597.81 1.76E-04 1.2E-07 4.0E-09 896 UCART1 556432.49 3776597.81 556432.49, 3776597.81 1.78E-04 1.2E-07 4.0E-09 897 UCART1 556452.49 3776597.81 556452.49, 3776597.81 1.81E-04 1.2E-07 4.1E-09 898 UCART1 556472.49 3776597.81 556472.49, 3776597.81 1.87E-04 1.2E-07 4.3E-09 899 UCART1 556492.49 3776597.81 556492.49, 3776597.81 1.98E-04 1.3E-07 4.5E-09 900 UCART1 556252.49 3776617.81 556252.49, 3776617.81 1.41E-04 9.3E-08 3.2E-09 901 UCART1 556272.49 3776617.81 556272.49, 3776617.81 1.46E-04 9.7E-08 3.3E-09 902 UCART1 556292.49 3776617.81 556292.49, 3776617.81 1.53E-04 1.0E-07 3.5E-09 903 UCART1 556312.49 3776617.81 556312.49, 3776617.81 1.62E-04 1.1E-07 3.7E-09 904 UCART1 556332.49 3776617.81 556332.49, 3776617.81 1.66E-04 1.1E-07 3.8E-09 905 UCART1 556352.49 3776617.81 556352.49, 3776617.81 1.75E-04 1.2E-07 4.0E-09 906 UCART1 556372.49 3776617.81 556372.49, 3776617.81 1.80E-04 1.2E-07 4.1E-09 907 UCART1 556392.49 3776617.81 556392.49, 3776617.81 1.82E-04 1.2E-07 4.1E-09 908 UCART1 556412.49 3776617.81 556412.49, 3776617.81 1.86E-04 1.2E-07 4.2E-09 909 UCART1 556432.49 3776617.81 556432.49, 3776617.81 1.88E-04 1.2E-07 4.3E-09 910 UCART1 556452.49 3776617.81 556452.49, 3776617.81 1.93E-04 1.3E-07 4.4E-09 911 UCART1 556472.49 3776617.81 556472.49, 3776617.81 1.95E-04 1.3E-07 4.4E-09 912 UCART1 556492.49 3776617.81 556492.49, 3776617.81 2.07E-04 1.4E-07 4.7E-09 913 UCART1 556252.49 3776637.81 556252.49, 3776637.81 1.46E-04 9.7E-08 3.3E-09 914 UCART1 556272.49 3776637.81 556272.49, 3776637.81 1.53E-04 1.0E-07 3.5E-09 915 UCART1 556292.49 3776637.81 556292.49, 3776637.81 1.57E-04 1.0E-07 3.6E-09 916 UCART1 556312.49 3776637.81 556312.49, 3776637.81 1.64E-04 1.1E-07 3.7E-09 917 UCART1 556332.49 3776637.81 556332.49, 3776637.81 1.74E-04 1.1E-07 3.9E-09 918 UCART1 556352.49 3776637.81 556352.49, 3776637.81 1.81E-04 1.2E-07 4.1E-09 919 UCART1 556372.49 3776637.81 556372.49, 3776637.81 1.89E-04 1.3E-07 4.3E-09 920 UCART1 556392.49 3776637.81 556392.49, 3776637.81 1.92E-04 1.3E-07 4.4E-09 921 UCART1 556412.49 3776637.81 556412.49, 3776637.81 1.96E-04 1.3E-07 4.4E-09 922 UCART1 556432.49 3776637.81 556432.49, 3776637.81 1.99E-04 1.3E-07 4.5E-09 923 UCART1 556452.49 3776637.81 556452.49, 3776637.81 2.02E-04 1.3E-07 4.6E-09 924 UCART1 556472.49 3776637.81 556472.49, 3776637.81 2.07E-04 1.4E-07 4.7E-09 925 UCART1 556492.49 3776637.81 556492.49, 3776637.81 2.15E-04 1.4E-07 4.9E-09 926 UCART1 556252.49 3776657.81 556252.49, 3776657.81 1.54E-04 1.0E-07 3.5E-09 927 UCART1 556272.49 3776657.81 556272.49, 3776657.81 1.58E-04 1.0E-07 3.6E-09 928 UCART1 556292.49 3776657.81 556292.49, 3776657.81 1.64E-04 1.1E-07 3.7E-09

Page 2164 of 2762 ends

Worker Risk - Fueling
Concentration [ug/m^3]
Discrete Receptor ID Operations Worker Dose Worker Risk X Y X, Y Total Operations Operations
929 UCART1 556312.49 3776657.81 556312.49, 3776657.81 1.67E-04 1.1E-07 3.8E-09 930 UCART1 556332.49 3776657.81 556332.49, 3776657.81 1.78E-04 1.2E-07 4.0E-09 931 UCART1 556352.49 3776657.81 556352.49, 3776657.81 1.88E-04 1.2E-07 4.3E-09 932 UCART1 556372.49 3776657.81 556372.49, 3776657.81 1.97E-04 1.3E-07 4.5E-09 933 UCART1 556392.49 3776657.81 556392.49, 3776657.81 2.01E-04 1.3E-07 4.5E-09 934 UCART1 556412.49 3776657.81 556412.49, 3776657.81 2.05E-04 1.4E-07 4.7E-09 935 UCART1 556432.49 3776657.81 556432.49, 3776657.81 2.09E-04 1.4E-07 4.7E-09 936 UCART1 556452.49 3776657.81 556452.49, 3776657.81 2.13E-04 1.4E-07 4.8E-09 937 UCART1 556472.49 3776657.81 556472.49, 3776657.81 2.17E-04 1.4E-07 4.9E-09 938 UCART1 556492.49 3776657.81 556492.49, 3776657.81 2.26E-04 1.5E-07 5.1E-09 939 UCART1 556252.49 3776677.81 556252.49, 3776677.81 1.63E-04 1.1E-07 3.7E-09 940 UCART1 556272.49 3776677.81 556272.49, 3776677.81 1.63E-04 1.1E-07 3.7E-09 941 UCART1 556292.49 3776677.81 556292.49, 3776677.81 1.68E-04 1.1E-07 3.8E-09 942 UCART1 556312.49 3776677.81 556312.49, 3776677.81 1.74E-04 1.2E-07 4.0E-09 943 UCART1 556332.49 3776677.81 556332.49, 3776677.81 1.83E-04 1.2E-07 4.1E-09 944 UCART1 556352.49 3776677.81 556352.49, 3776677.81 1.94E-04 1.3E-07 4.4E-09 945 UCART1 556372.49 3776677.81 556372.49, 3776677.81 2.03E-04 1.3E-07 4.6E-09 946 UCART1 556392.49 3776677.81 556392.49, 3776677.81 2.10E-04 1.4E-07 4.8E-09 947 UCART1 556412.49 3776677.81 556412.49, 3776677.81 2.18E-04 1.4E-07 4.9E-09 948 UCART1 556432.49 3776677.81 556432.49, 3776677.81 2.20E-04 1.5E-07 5.0E-09 949 UCART1 556452.49 3776677.81 556452.49, 3776677.81 2.24E-04 1.5E-07 5.1E-09 950 UCART1 556472.49 3776677.81 556472.49, 3776677.81 2.30E-04 1.5E-07 5.2E-09 951 UCART1 556492.49 3776677.81 556492.49, 3776677.81 2.38E-04 1.6E-07 5.4E-09 952 UCART1 556252.49 3776697.81 556252.49, 3776697.81 1.74E-04 1.2E-07 4.0E-09 953 UCART1 556272.49 3776697.81 556272.49, 3776697.81 1.74E-04 1.1E-07 3.9E-09 954 UCART1 556372.49 3776697.81 556372.49, 3776697.81 2.09E-04 1.4E-07 4.7E-09 955 UCART1 556392.49 3776697.81 556392.49, 3776697.81 2.15E-04 1.4E-07 4.9E-09 956 UCART1 556412.49 3776697.81 556412.49, 3776697.81 2.26E-04 1.5E-07 5.1E-09 957 UCART1 556432.49 3776697.81 556432.49, 3776697.81 2.31E-04 1.5E-07 5.3E-09 958 UCART1 556452.49 3776697.81 556452.49, 3776697.81 2.35E-04 1.6E-07 5.3E-09 959 UCART1 556472.49 3776697.81 556472.49, 3776697.81 2.42E-04 1.6E-07 5.5E-09 960 UCART1 556492.49 3776697.81 556492.49, 3776697.81 2.51E-04 1.7E-07 5.7E-09 961 UCART1 556252.49 3776717.81 556252.49, 3776717.81 1.83E-04 1.2E-07 4.2E-09 962 UCART1 556272.49 3776717.81 556272.49, 3776717.81 1.85E-04 1.2E-07 4.2E-09 963 UCART1 556372.49 3776717.81 556372.49, 3776717.81 2.15E-04 1.4E-07 4.9E-09 964 UCART1 556392.49 3776717.81 556392.49, 3776717.81 2.21E-04 1.5E-07 5.0E-09 965 UCART1 556412.49 3776717.81 556412.49, 3776717.81 2.34E-04 1.5E-07 5.3E-09 966 UCART1 556432.49 3776717.81 556432.49, 3776717.81 2.42E-04 1.6E-07 5.5E-09 967 UCART1 556452.49 3776717.81 556452.49, 3776717.81 2.48E-04 1.6E-07 5.6E-09 968 UCART1 556472.49 3776717.81 556472.49, 3776717.81 2.61E-04 1.7E-07 5.9E-09 969 UCART1 556492.49 3776717.81 556492.49, 3776717.81 2.65E-04 1.8E-07 6.0E-09 970 1 556267.4 3776875.81 556267.4, 3776875.81 3.45E-04 2.3E-07 7.8E-09 971 1 556239.03 3776853.02 556239.03, 3776853.02 3.10E-04 2.0E-07 7.0E-09 972 1 556178.76 3776751.21 556178.76, 3776751.21 2.24E-04 1.5E-07 5.1E-09 973 1 556154.45 3776774.51 556154.45, 3776774.51 2.35E-04 1.6E-07 5.3E-09 974 1 556119.5 3776705.11 556119.5, 3776705.11 1.86E-04 1.2E-07 4.2E-09 975 1 556146.51 3777267.93 556146.51, 3777267.93 5.78E-04 3.8E-07 1.3E-08 976 1 556151 3777234.88 556151, 3777234.88 5.55E-04 3.7E-07 1.3E-08 977 1 556144.93 3777179.58 556144.93, 3777179.58 5.02E-04 3.3E-07 1.1E-08 978 1 556205.18 3777236.46 556205.18, 3777236.46 6.45E-04 4.3E-07 1.5E-08 979 1 556218 3777200.04 556218, 3777200.04 6.28E-04 4.2E-07 1.4E-08 980 1 556774.37 3777347.57 556774.37, 3777347.57 7.54E-03 5.0E-06 1.7E-07

Page 2165 of 2762 ends

1-Hour Concentration - Fueling
Fueling and
Hose
Permeation
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source)
Emissions Rate (g/s): 9.71E-05 1.73E-04 3.24E-05 5.18E-06 Concentration [ug/m^3]
Discrete Receptor ID Concentration 1-hour

X Y X, Y
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source)
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source) total
1 1 556521.7 3777342 556521.71, 3777341.57 809.8355 907.08063 688.21317 688.1952 7.86E-02 1.57E-01 2.23E-02 3.56E-03 2.61E-01 2 1 556539.9 3777345 556539.9, 3777344.94 846.0608 946.63929 740.64661 740.3644 8.21E-02 1.63E-01 2.40E-02 3.83E-03 2.73E-01 3 1 556591.8 3777345 556591.78, 3777345.39 1072.263 1196.21828 887.9522 887.6398 1.04E-01 2.06E-01 2.87E-02 4.60E-03 3.44E-01 4 1 556630.6 3777350 556630.62, 3777349.66 1223.43 1364.5383 1085.72445 1086.12 1.19E-01 2.36E-01 3.51E-02 5.62E-03 3.95E-01 5 1 556684.3 3777349 556684.29, 3777349.43 1415.403 1570.45823 1345.00329 1345.641 1.37E-01 2.71E-01 4.35E-02 6.97E-03 4.59E-01 6 1 556905.6 3777351 556905.58, 3777351.19 1156.83 1266.11641 1297.22678 1298.38 1.12E-01 2.19E-01 4.20E-02 6.72E-03 3.80E-01 7 1 556920.9 3777351 556920.93, 3777350.82 1104.082 1210.1861 1230.75132 1232.003 1.07E-01 2.09E-01 3.98E-02 6.38E-03 3.62E-01 8 1 556942.9 3777350 556942.87, 3777350.09 1018.058 1115.18544 982.18682 984.8122 9.88E-02 1.92E-01 3.18E-02 5.10E-03 3.28E-01 9 1 556996.3 3777348 556996.26, 3777348.26 617.105 685.35788 569.12933 569.6908 5.99E-02 1.18E-01 1.84E-02 2.95E-03 2.00E-01 10 1 557096.8 3777358 557096.81, 3777357.77 364.735 397.62297 396.83606 397.0724 3.54E-02 6.86E-02 1.28E-02 2.06E-03 1.19E-01 11 1 557115.8 3777364 557115.83, 3777363.62 359.4047 387.77755 369.40027 369.6312 3.49E-02 6.69E-02 1.20E-02 1.91E-03 1.16E-01 12 1 557129.4 3777361 557129.36, 3777361.43 374.7708 413.81798 358.89814 359.1542 3.64E-02 7.14E-02 1.16E-02 1.86E-03 1.21E-01 13 1 557230.7 3777364 557230.65, 3777363.99 301.6941 336.25404 260.53371 260.6959 2.93E-02 5.80E-02 8.43E-03 1.35E-03 9.71E-02 14 1 556466.2 3776816 556466.22, 3776816.07 545.3304 602.25574 436.44187 436.0826 5.29E-02 1.04E-01 1.41E-02 2.26E-03 1.73E-01 15 1 556407.9 3776826 556407.87, 3776826.19 497.5015 550.00985 413.90364 413.4803 4.83E-02 9.49E-02 1.34E-02 2.14E-03 1.59E-01 16 1 556381.1 3776807 556381.07, 3776807.14 463.2964 510.99227 383.946 383.5344 4.50E-02 8.82E-02 1.24E-02 1.99E-03 1.48E-01 17 1 556404.3 3776772 556404.29, 3776771.52 466.0097 509.84719 367.31796 367.0133 4.52E-02 8.80E-02 1.19E-02 1.90E-03 1.47E-01 18 1 556465.2 3776740 556465.21, 3776739.51 484.2023 537.12256 358.43486 358.262 4.70E-02 9.27E-02 1.16E-02 1.86E-03 1.53E-01 19 1 556396.1 3776740 556396.1, 3776739.93 449.1578 498.2489 355.39723 355.1642 4.36E-02 8.60E-02 1.15E-02 1.84E-03 1.43E-01 20 1 556324 3777265 556323.99, 3777265.43 491.5054 550.99469 390.76916 390.6275 4.77E-02 9.51E-02 1.26E-02 2.02E-03 1.57E-01 21 1 556330.6 3777234 556330.6, 3777233.99 506.4269 568.2214 401.51682 401.3912 4.92E-02 9.81E-02 1.30E-02 2.08E-03 1.62E-01 22 1 556321.1 3777200 556321.08, 3777200.43 494.2724 553.88112 389.96112 389.8781 4.80E-02 9.56E-02 1.26E-02 2.02E-03 1.58E-01 23 1 556275.1 3777268 556275.11, 3777267.81 438.0573 491.9144 348.36464 348.2842 4.25E-02 8.49E-02 1.13E-02 1.80E-03 1.41E-01 24 1 556278.3 3777233 556278.28, 3777233.46 444.3284 498.18751 354.38407 354.2748 4.31E-02 8.60E-02 1.15E-02 1.83E-03 1.42E-01 25 UCART1 556509.4 3777373 556509.4, 3777373.38 742.5729 829.16776 624.48772 624.3062 7.21E-02 1.43E-01 2.02E-02 3.23E-03 2.39E-01 26 UCART1 556529.4 3777373 556529.4, 3777373.38 828.1264 926.98746 657.9781 657.6614 8.04E-02 1.60E-01 2.13E-02 3.41E-03 2.65E-01 27 UCART1 556549.4 3777373 556549.4, 3777373.38 861.2676 960.31992 727.53147 726.8616 8.36E-02 1.66E-01 2.35E-02 3.76E-03 2.77E-01 28 UCART1 556569.4 3777373 556569.4, 3777373.38 884.4324 991.20904 812.90923 812.5941 8.59E-02 1.71E-01 2.63E-02 4.21E-03 2.87E-01 29 UCART1 556589.4 3777373 556589.4, 3777373.38 981.2636 1093.14271 866.02816 866.2403 9.53E-02 1.89E-01 2.80E-02 4.49E-03 3.16E-01 30 UCART1 556609.4 3777373 556609.4, 3777373.38 1038.339 1160.34158 889.91848 889.6347 1.01E-01 2.00E-01 2.88E-02 4.61E-03 3.34E-01 31 UCART1 556629.4 3777373 556629.4, 3777373.38 1062.843 1185.96632 1019.07825 1018.822 1.03E-01 2.05E-01 3.30E-02 5.28E-03 3.46E-01 32 UCART1 556649.4 3777373 556649.4, 3777373.38 1132.994 1253.57665 1071.49504 1071.549 1.10E-01 2.16E-01 3.47E-02 5.55E-03 3.67E-01 33 UCART1 556669.4 3777373 556669.4, 3777373.38 1209.427 1339.54115 1105.13421 1105.633 1.17E-01 2.31E-01 3.58E-02 5.72E-03 3.90E-01 34 UCART1 556689.4 3777373 556689.4, 3777373.38 1312.578 1450.60347 1258.78263 1259.187 1.27E-01 2.50E-01 4.07E-02 6.52E-03 4.25E-01 35 UCART1 556709.4 3777373 556709.4, 3777373.38 1323.617 1462.14539 1369.73688 1368.719 1.29E-01 2.52E-01 4.43E-02 7.09E-03 4.32E-01 36 UCART1 556729.4 3777373 556729.4, 3777373.38 1409.229 1550.32609 1421.64225 1423.838 1.37E-01 2.68E-01 4.60E-02 7.37E-03 4.58E-01 37 UCART1 556749.4 3777373 556749.4, 3777373.38 1302.526 1400.06272 1574.97325 1574.821 1.26E-01 2.42E-01 5.10E-02 8.15E-03 4.27E-01 38 UCART1 556769.4 3777373 556769.4, 3777373.38 914.1767 1000.18899 1409.53956 1414.065 8.88E-02 1.73E-01 4.56E-02 7.32E-03 3.14E-01 39 UCART1 556789.4 3777373 556789.4, 3777373.38 950.4665 1039.8511 997.89022 997.2067 9.23E-02 1.79E-01 3.23E-02 5.16E-03 3.09E-01 40 UCART1 556809.4 3777373 556809.4, 3777373.38 981.5803 1073.29014 1055.08423 1055.042 9.53E-02 1.85E-01 3.41E-02 5.46E-03 3.20E-01 41 UCART1 556829.4 3777373 556829.4, 3777373.38 978.6273 1069.23395 1077.94665 1078.379 9.50E-02 1.85E-01 3.49E-02 5.58E-03 3.20E-01 42 UCART1 556849.4 3777373 556849.4, 3777373.38 1012.18 1106.83827 1119.25378 1119.858 9.83E-02 1.91E-01 3.62E-02 5.80E-03 3.31E-01 43 UCART1 556869.4 3777373 556869.4, 3777373.38 1060.799 1158.8713 1177.94971 1179.234 1.03E-01 2.00E-01 3.81E-02 6.11E-03 3.47E-01 44 UCART1 556889.4 3777373 556889.4, 3777373.38 1037.196 1135.35378 1133.73976 1135.363 1.01E-01 1.96E-01 3.67E-02 5.88E-03 3.39E-01 45 UCART1 556909.4 3777373 556909.4, 3777373.38 992.2873 1088.99959 1071.05214 1072.044 9.63E-02 1.88E-01 3.47E-02 5.55E-03 3.25E-01 46 UCART1 556929.4 3777373 556929.4, 3777373.38 940.215 1033.26817 1002.74977 1003.382 9.13E-02 1.78E-01 3.25E-02 5.20E-03 3.07E-01 47 UCART1 556949.4 3777373 556949.4, 3777373.38 904.5161 999.48224 883.89516 885.5544 8.78E-02 1.73E-01 2.86E-02 4.59E-03 2.94E-01 48 UCART1 556969.4 3777373 556969.4, 3777373.38 715.3206 770.47409 645.11222 646.7319 6.94E-02 1.33E-01 2.09E-02 3.35E-03 2.27E-01 49 UCART1 556989.4 3777373 556989.4, 3777373.38 498.7698 550.7668 531.46062 531.8234 4.84E-02 9.51E-02 1.72E-02 2.75E-03 1.63E-01 50 UCART1 557009.4 3777373 557009.4, 3777373.38 521.1314 579.3268 483.20107 483.7761 5.06E-02 1.00E-01 1.56E-02 2.50E-03 1.69E-01 51 UCART1 557029.4 3777373 557029.4, 3777373.38 472.3137 526.28894 433.58381 433.9942 4.59E-02 9.08E-02 1.40E-02 2.25E-03 1.53E-01 52 UCART1 557049.4 3777373 557049.4, 3777373.38 437.6518 487.94864 380.76329 381.2179 4.25E-02 8.42E-02 1.23E-02 1.97E-03 1.41E-01 53 UCART1 557069.4 3777373 557069.4, 3777373.38 383.475 421.38538 342.423 342.678 3.72E-02 7.27E-02 1.11E-02 1.77E-03 1.23E-01 54 UCART1 557089.4 3777373 557089.4, 3777373.38 351.5494 391.75989 343.8209 343.9529 3.41E-02 6.76E-02 1.11E-02 1.78E-03 1.15E-01 55 UCART1 557109.4 3777373 557109.4, 3777373.38 331.3208 370.60751 344.13401 344.313 3.22E-02 6.40E-02 1.11E-02 1.78E-03 1.09E-01 56 UCART1 557129.4 3777373 557129.4, 3777373.38 330.0205 354.87237 339.15301 339.346 3.20E-02 6.13E-02 1.10E-02 1.76E-03 1.06E-01 57 UCART1 557149.4 3777373 557149.4, 3777373.38 340.8771 376.47503 323.88582 324.0985 3.31E-02 6.50E-02 1.05E-02 1.68E-03 1.10E-01 58 UCART1 557169.4 3777373 557169.4, 3777373.38 340.7368 378.85509 301.60718 301.8225 3.31E-02 6.54E-02 9.76E-03 1.56E-03 1.10E-01 59 UCART1 557189.4 3777373 557189.4, 3777373.38 333.0296 373.83434 280.7561 280.903 3.23E-02 6.45E-02 9.09E-03 1.45E-03 1.07E-01 60 UCART1 557209.4 3777373 557209.4, 3777373.38 313.1737 351.14083 272.59847 272.7508 3.04E-02 6.06E-02 8.82E-03 1.41E-03 1.01E-01 61 UCART1 557229.4 3777373 557229.4, 3777373.38 284.6267 316.65198 259.49797 259.6483 2.76E-02 5.47E-02 8.40E-03 1.34E-03 9.20E-02 62 UCART1 557249.4 3777373 557249.4, 3777373.38 280.8331 312.64523 243.37777 243.5212 2.73E-02 5.40E-02 7.88E-03 1.26E-03 9.04E-02 63 UCART1 557269.4 3777373 557269.4, 3777373.38 273.1666 306.56279 225.51329 225.6465 2.65E-02 5.29E-02 7.30E-03 1.17E-03 8.79E-02 64 UCART1 557289.4 3777373 557289.4, 3777373.38 260.9701 293.35482 213.75115 213.8584 2.53E-02 5.06E-02 6.92E-03 1.11E-03 8.40E-02 65 UCART1 557309.4 3777373 557309.4, 3777373.38 245.0988 274.46539 205.1817 205.2839 2.38E-02 4.74E-02 6.64E-03 1.06E-03 7.89E-02

Page 2166 of 2762 ends

X Y X, Y
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source)
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source) total
66 UCART1 557329.4 3777373 557329.4, 3777373.38 227.9936 255.36273 194.57842 194.674 2.21E-02 4.41E-02 6.30E-03 1.01E-03 7.35E-02 67 UCART1 557349.4 3777373 557349.4, 3777373.38 219.6612 245.50652 184.83379 184.9205 2.13E-02 4.24E-02 5.98E-03 9.58E-04 7.06E-02 68 UCART1 557369.4 3777373 557369.4, 3777373.38 212.7641 238.83135 177.23423 177.3157 2.07E-02 4.12E-02 5.74E-03 9.18E-04 6.85E-02 69 UCART1 557389.4 3777373 557389.4, 3777373.38 203.9781 229.2189 169.19855 169.2745 1.98E-02 3.96E-02 5.48E-03 8.77E-04 6.57E-02 70 UCART1 557409.4 3777373 557409.4, 3777373.38 193.817 217.4216 160.91542 160.9857 1.88E-02 3.75E-02 5.21E-03 8.34E-04 6.24E-02 71 UCART1 557429.4 3777373 557429.4, 3777373.38 186.4263 209.25709 153.04983 153.1141 1.81E-02 3.61E-02 4.95E-03 7.93E-04 6.00E-02 72 UCART1 557449.4 3777373 557449.4, 3777373.38 179.899 202.26692 147.16998 147.2299 1.75E-02 3.49E-02 4.76E-03 7.62E-04 5.79E-02 73 UCART1 557469.4 3777373 557469.4, 3777373.38 172.0175 193.31861 140.78357 140.8391 1.67E-02 3.34E-02 4.56E-03 7.29E-04 5.54E-02 74 UCART1 557489.4 3777373 557489.4, 3777373.38 162.5963 182.31394 133.58262 133.6336 1.58E-02 3.15E-02 4.32E-03 6.92E-04 5.23E-02 75 UCART1 556509.4 3777393 556509.4, 3777393.38 749.5035 839.27474 606.53529 605.9717 7.28E-02 1.45E-01 1.96E-02 3.14E-03 2.40E-01 76 UCART1 556529.4 3777393 556529.4, 3777393.38 753.8086 845.00455 676.5232 676.1926 7.32E-02 1.46E-01 2.19E-02 3.50E-03 2.44E-01 77 UCART1 556549.4 3777393 556549.4, 3777393.38 793.5668 888.72117 724.80357 724.8233 7.70E-02 1.53E-01 2.35E-02 3.75E-03 2.58E-01 78 UCART1 556569.4 3777393 556569.4, 3777393.38 881.0572 986.11142 735.73426 736.2089 8.55E-02 1.70E-01 2.38E-02 3.81E-03 2.83E-01 79 UCART1 556589.4 3777393 556589.4, 3777393.38 919.8 1028.7409 809.33541 808.6783 8.93E-02 1.78E-01 2.62E-02 4.19E-03 2.97E-01 80 UCART1 556609.4 3777393 556609.4, 3777393.38 938.8758 1048.97208 888.01282 888.1207 9.12E-02 1.81E-01 2.87E-02 4.60E-03 3.06E-01 81 UCART1 556629.4 3777393 556629.4, 3777393.38 1008.388 1117.64405 931.06733 931.3308 9.79E-02 1.93E-01 3.01E-02 4.82E-03 3.26E-01 82 UCART1 556649.4 3777393 556649.4, 3777393.38 1055.713 1174.53287 955.01075 953.9425 1.02E-01 2.03E-01 3.09E-02 4.94E-03 3.41E-01 83 UCART1 556669.4 3777393 556669.4, 3777393.38 1122.801 1242.42147 1065.91084 1066.228 1.09E-01 2.14E-01 3.45E-02 5.52E-03 3.63E-01 84 UCART1 556689.4 3777393 556689.4, 3777393.38 1155.449 1271.3183 1142.62304 1142.617 1.12E-01 2.19E-01 3.70E-02 5.92E-03 3.75E-01 85 UCART1 556709.4 3777393 556709.4, 3777393.38 1210.968 1339.16203 1229.07974 1230.215 1.18E-01 2.31E-01 3.98E-02 6.37E-03 3.95E-01 86 UCART1 556729.4 3777393 556729.4, 3777393.38 1248.551 1369.21888 1289.49877 1288.857 1.21E-01 2.36E-01 4.17E-02 6.67E-03 4.06E-01 87 UCART1 556749.4 3777393 556749.4, 3777393.38 937.2945 970.25153 1338.83187 1340.898 9.10E-02 1.67E-01 4.33E-02 6.94E-03 3.09E-01 88 UCART1 556769.4 3777393 556769.4, 3777393.38 806.8774 880.64337 988.28622 992.8291 7.83E-02 1.52E-01 3.20E-02 5.14E-03 2.67E-01 89 UCART1 556789.4 3777393 556789.4, 3777393.38 821.8779 896.34708 878.21249 878.317 7.98E-02 1.55E-01 2.84E-02 4.55E-03 2.67E-01 90 UCART1 556809.4 3777393 556809.4, 3777393.38 861.4308 944.21032 903.32367 903.1381 8.36E-02 1.63E-01 2.92E-02 4.68E-03 2.81E-01 91 UCART1 556829.4 3777393 556829.4, 3777393.38 856.7176 938.11395 915.34761 915.6197 8.32E-02 1.62E-01 2.96E-02 4.74E-03 2.79E-01 92 UCART1 556849.4 3777393 556849.4, 3777393.38 886.9525 973.30996 942.13201 942.6039 8.61E-02 1.68E-01 3.05E-02 4.88E-03 2.89E-01 93 UCART1 556869.4 3777393 556869.4, 3777393.38 918.543 1005.92898 993.30277 993.9947 8.92E-02 1.74E-01 3.21E-02 5.15E-03 3.00E-01 94 UCART1 556889.4 3777393 556889.4, 3777393.38 924.8033 1015.93283 981.69551 982.4804 8.98E-02 1.75E-01 3.18E-02 5.09E-03 3.02E-01 95 UCART1 556909.4 3777393 556909.4, 3777393.38 878.2901 964.95425 927.4878 928.2288 8.53E-02 1.67E-01 3.00E-02 4.81E-03 2.87E-01 96 UCART1 556929.4 3777393 556929.4, 3777393.38 857.2505 946.79982 867.74972 868.8387 8.32E-02 1.63E-01 2.81E-02 4.50E-03 2.79E-01 97 UCART1 556949.4 3777393 556949.4, 3777393.38 820.3633 907.35575 817.40626 818.4585 7.96E-02 1.57E-01 2.65E-02 4.24E-03 2.67E-01 98 UCART1 556969.4 3777393 556969.4, 3777393.38 737.4773 808.24853 678.11608 679.5779 7.16E-02 1.40E-01 2.19E-02 3.52E-03 2.37E-01 99 UCART1 556989.4 3777393 556989.4, 3777393.38 550.601 580.44827 492.19615 493.4415 5.35E-02 1.00E-01 1.59E-02 2.56E-03 1.72E-01 100 UCART1 557009.4 3777393 557009.4, 3777393.38 443.0193 482.53025 448.74682 449.0483 4.30E-02 8.33E-02 1.45E-02 2.33E-03 1.43E-01 101 UCART1 557029.4 3777393 557029.4, 3777393.38 451.9359 503.45234 408.40391 408.8503 4.39E-02 8.69E-02 1.32E-02 2.12E-03 1.46E-01 102 UCART1 557049.4 3777393 557049.4, 3777393.38 409.7121 457.03978 370.21195 370.519 3.98E-02 7.89E-02 1.20E-02 1.92E-03 1.33E-01 103 UCART1 557069.4 3777393 557069.4, 3777393.38 381.7854 426.06487 331.12212 331.471 3.71E-02 7.35E-02 1.07E-02 1.72E-03 1.23E-01 104 UCART1 557089.4 3777393 557089.4, 3777393.38 341.6578 376.8903 295.80148 295.9816 3.32E-02 6.51E-02 9.57E-03 1.53E-03 1.09E-01 105 UCART1 557109.4 3777393 557109.4, 3777393.38 308.8828 345.27901 284.80715 284.8762 3.00E-02 5.96E-02 9.22E-03 1.48E-03 1.00E-01 106 UCART1 557129.4 3777393 557129.4, 3777393.38 295.4333 330.83922 290.9634 291.0802 2.87E-02 5.71E-02 9.42E-03 1.51E-03 9.67E-02 107 UCART1 557149.4 3777393 557149.4, 3777393.38 274.4497 304.54801 290.21968 290.3443 2.66E-02 5.26E-02 9.39E-03 1.50E-03 9.01E-02 108 UCART1 557169.4 3777393 557169.4, 3777393.38 290.1247 315.69193 284.62533 284.7756 2.82E-02 5.45E-02 9.21E-03 1.47E-03 9.33E-02 109 UCART1 557189.4 3777393 557189.4, 3777393.38 294.8562 327.49024 272.11308 272.2758 2.86E-02 5.65E-02 8.81E-03 1.41E-03 9.54E-02 110 UCART1 557209.4 3777393 557209.4, 3777393.38 295.348 329.4251 255.89006 256.0554 2.87E-02 5.69E-02 8.28E-03 1.33E-03 9.51E-02 111 UCART1 557229.4 3777393 557229.4, 3777393.38 287.5906 323.0293 238.63026 238.7402 2.79E-02 5.58E-02 7.72E-03 1.24E-03 9.26E-02 112 UCART1 557249.4 3777393 557249.4, 3777393.38 269.8592 302.50325 232.3245 232.4393 2.62E-02 5.22E-02 7.52E-03 1.20E-03 8.71E-02 113 UCART1 557269.4 3777393 557269.4, 3777393.38 247.0237 274.95847 223.36299 223.4781 2.40E-02 4.75E-02 7.23E-03 1.16E-03 7.98E-02 114 UCART1 557289.4 3777393 557289.4, 3777393.38 242.9843 269.85787 211.86907 211.9809 2.36E-02 4.66E-02 6.86E-03 1.10E-03 7.81E-02 115 UCART1 557309.4 3777393 557309.4, 3777393.38 237.8967 266.60761 198.18253 198.2882 2.31E-02 4.60E-02 6.41E-03 1.03E-03 7.66E-02 116 UCART1 557329.4 3777393 557329.4, 3777393.38 230.243 258.85964 185.69652 185.7932 2.24E-02 4.47E-02 6.01E-03 9.62E-04 7.40E-02 117 UCART1 557349.4 3777393 557349.4, 3777393.38 218.4127 245.13542 179.34641 179.427 2.12E-02 4.23E-02 5.80E-03 9.29E-04 7.02E-02 118 UCART1 557369.4 3777393 557369.4, 3777393.38 204.5199 229.48838 172.59866 172.6758 1.99E-02 3.96E-02 5.59E-03 8.94E-04 6.59E-02 119 UCART1 557389.4 3777393 557389.4, 3777393.38 192.9201 215.59686 165.09355 165.1664 1.87E-02 3.72E-02 5.34E-03 8.55E-04 6.21E-02 120 UCART1 557409.4 3777393 557409.4, 3777393.38 188.2806 210.70611 156.74261 156.8088 1.83E-02 3.64E-02 5.07E-03 8.12E-04 6.05E-02 121 UCART1 557429.4 3777393 557429.4, 3777393.38 182.5393 204.98553 151.03363 151.0963 1.77E-02 3.54E-02 4.89E-03 7.82E-04 5.88E-02 122 UCART1 557449.4 3777393 557449.4, 3777393.38 175.7282 197.46891 145.21304 145.2721 1.71E-02 3.41E-02 4.70E-03 7.52E-04 5.66E-02 123 UCART1 557469.4 3777393 557469.4, 3777393.38 167.209 187.57408 138.56495 138.62 1.62E-02 3.24E-02 4.48E-03 7.18E-04 5.38E-02 124 UCART1 557489.4 3777393 557489.4, 3777393.38 160.6835 180.28728 131.33719 131.3881 1.56E-02 3.11E-02 4.25E-03 6.80E-04 5.16E-02 125 UCART1 556509.4 3777413 556509.4, 3777413.38 683.0468 766.39011 618.82385 618.7407 6.63E-02 1.32E-01 2.00E-02 3.20E-03 2.22E-01 126 UCART1 556529.4 3777413 556529.4, 3777413.38 734.3359 815.2036 640.00133 640.2325 7.13E-02 1.41E-01 2.07E-02 3.32E-03 2.36E-01 127 UCART1 556549.4 3777413 556549.4, 3777413.38 796.9816 892.16726 657.15435 657.1259 7.74E-02 1.54E-01 2.13E-02 3.40E-03 2.56E-01 128 UCART1 556569.4 3777413 556569.4, 3777413.38 826.2317 924.44133 737.29976 736.964 8.02E-02 1.60E-01 2.39E-02 3.82E-03 2.67E-01 129 UCART1 556589.4 3777413 556589.4, 3777413.38 839.5687 938.09136 780.66548 780.9768 8.15E-02 1.62E-01 2.53E-02 4.04E-03 2.73E-01 130 UCART1 556609.4 3777413 556609.4, 3777413.38 900.2175 999.43694 810.48076 810.8629 8.74E-02 1.73E-01 2.62E-02 4.20E-03 2.90E-01

Page 2167 of 2762 ends

X Y X, Y
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source)
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source) total
131 UCART1 556629.4 3777413 556629.4, 3777413.38 946.5437 1054.58634 846.89602 846.0688 9.19E-02 1.82E-01 2.74E-02 4.38E-03 3.06E-01 132 UCART1 556649.4 3777413 556649.4, 3777413.38 997.7144 1108.11623 929.97889 930.2202 9.69E-02 1.91E-01 3.01E-02 4.82E-03 3.23E-01 133 UCART1 556669.4 3777413 556669.4, 3777413.38 1050.432 1163.77039 989.25163 989.5559 1.02E-01 2.01E-01 3.20E-02 5.12E-03 3.40E-01 134 UCART1 556689.4 3777413 556689.4, 3777413.38 1064.183 1179.36515 1065.65113 1066.167 1.03E-01 2.04E-01 3.45E-02 5.52E-03 3.47E-01 135 UCART1 556709.4 3777413 556709.4, 3777413.38 1132.08 1251.00986 1087.76616 1087.623 1.10E-01 2.16E-01 3.52E-02 5.63E-03 3.67E-01 136 UCART1 556729.4 3777413 556729.4, 3777413.38 998.6587 1069.61462 1176.40488 1176.901 9.70E-02 1.85E-01 3.81E-02 6.09E-03 3.26E-01 137 UCART1 556749.4 3777413 556749.4, 3777413.38 719.383 793.05231 1032.95195 1035.91 6.98E-02 1.37E-01 3.34E-02 5.36E-03 2.46E-01 138 UCART1 556769.4 3777413 556769.4, 3777413.38 747.4409 822.83143 724.29533 724.9889 7.26E-02 1.42E-01 2.34E-02 3.75E-03 2.42E-01 139 UCART1 556789.4 3777413 556789.4, 3777413.38 754.7861 829.4544 761.92134 762.4705 7.33E-02 1.43E-01 2.47E-02 3.95E-03 2.45E-01 140 UCART1 556809.4 3777413 556809.4, 3777413.38 758.6632 831.0354 793.63524 793.8165 7.37E-02 1.43E-01 2.57E-02 4.11E-03 2.47E-01 141 UCART1 556829.4 3777413 556829.4, 3777413.38 764.7852 840.29813 791.86892 792.2552 7.43E-02 1.45E-01 2.56E-02 4.10E-03 2.49E-01 142 UCART1 556849.4 3777413 556849.4, 3777413.38 791.5759 870.8849 815.6554 816.0312 7.69E-02 1.50E-01 2.64E-02 4.23E-03 2.58E-01 143 UCART1 556869.4 3777413 556869.4, 3777413.38 827.8667 909.16599 867.15535 867.8432 8.04E-02 1.57E-01 2.81E-02 4.49E-03 2.70E-01 144 UCART1 556889.4 3777413 556889.4, 3777413.38 821.0235 904.15735 849.66892 849.9391 7.97E-02 1.56E-01 2.75E-02 4.40E-03 2.68E-01 145 UCART1 556909.4 3777413 556909.4, 3777413.38 778.8894 858.67638 803.74492 803.8647 7.56E-02 1.48E-01 2.60E-02 4.16E-03 2.54E-01 146 UCART1 556929.4 3777413 556929.4, 3777413.38 776.7098 858.20882 779.97131 780.4187 7.54E-02 1.48E-01 2.52E-02 4.04E-03 2.53E-01 147 UCART1 556949.4 3777413 556949.4, 3777413.38 735.5276 813.38817 735.71775 736.1044 7.14E-02 1.40E-01 2.38E-02 3.81E-03 2.39E-01 148 UCART1 556969.4 3777413 556969.4, 3777413.38 708.0912 785.86843 669.26841 670.2102 6.87E-02 1.36E-01 2.17E-02 3.47E-03 2.30E-01 149 UCART1 556989.4 3777413 556989.4, 3777413.38 587.3421 640.5012 525.82124 526.8855 5.70E-02 1.11E-01 1.70E-02 2.73E-03 1.87E-01 150 UCART1 557009.4 3777413 557009.4, 3777413.38 426.3047 453.4595 386.83213 386.9049 4.14E-02 7.83E-02 1.25E-02 2.00E-03 1.34E-01 151 UCART1 557029.4 3777413 557029.4, 3777413.38 393.4587 431.57978 383.05177 383.3037 3.82E-02 7.45E-02 1.24E-02 1.98E-03 1.27E-01 152 UCART1 557049.4 3777413 557049.4, 3777413.38 395.4132 441.10219 350.28083 350.6361 3.84E-02 7.61E-02 1.13E-02 1.82E-03 1.28E-01 153 UCART1 557069.4 3777413 557069.4, 3777413.38 360.2145 402.17131 321.24703 321.4834 3.50E-02 6.94E-02 1.04E-02 1.66E-03 1.16E-01 154 UCART1 557089.4 3777413 557089.4, 3777413.38 337.463 376.84037 291.83097 292.1051 3.28E-02 6.50E-02 9.44E-03 1.51E-03 1.09E-01 155 UCART1 557109.4 3777413 557109.4, 3777413.38 307.1682 339.87861 258.1753 258.3039 2.98E-02 5.87E-02 8.36E-03 1.34E-03 9.82E-02 156 UCART1 557129.4 3777413 557129.4, 3777413.38 274.5064 306.91434 244.70938 244.8661 2.67E-02 5.30E-02 7.92E-03 1.27E-03 8.88E-02 157 UCART1 557149.4 3777413 557149.4, 3777413.38 264.9309 296.39982 248.06684 248.1371 2.57E-02 5.12E-02 8.03E-03 1.28E-03 8.62E-02 158 UCART1 557169.4 3777413 557169.4, 3777413.38 248.5387 277.93071 250.16921 250.27 2.41E-02 4.80E-02 8.10E-03 1.30E-03 8.15E-02 159 UCART1 557189.4 3777413 557189.4, 3777413.38 246.2734 266.17894 248.83706 248.94 2.39E-02 4.59E-02 8.05E-03 1.29E-03 7.92E-02 160 UCART1 557209.4 3777413 557209.4, 3777413.38 257.8696 282.94324 244.67755 244.798 2.50E-02 4.88E-02 7.92E-03 1.27E-03 8.31E-02 161 UCART1 557229.4 3777413 557229.4, 3777413.38 259.0467 288.82041 234.22452 234.3533 2.52E-02 4.99E-02 7.58E-03 1.21E-03 8.38E-02 162 UCART1 557249.4 3777413 557249.4, 3777413.38 258.3854 288.86331 220.21451 220.3447 2.51E-02 4.99E-02 7.13E-03 1.14E-03 8.32E-02 163 UCART1 557269.4 3777413 557269.4, 3777413.38 250.5181 281.50561 205.08634 205.1706 2.43E-02 4.86E-02 6.64E-03 1.06E-03 8.06E-02 164 UCART1 557289.4 3777413 557289.4, 3777413.38 236.1359 264.62128 201.33091 201.4198 2.29E-02 4.57E-02 6.52E-03 1.04E-03 7.62E-02 165 UCART1 557309.4 3777413 557309.4, 3777413.38 217.2627 241.93783 194.90255 194.9928 2.11E-02 4.18E-02 6.31E-03 1.01E-03 7.02E-02 166 UCART1 557329.4 3777413 557329.4, 3777413.38 212.4592 235.38788 186.17413 186.2629 2.06E-02 4.06E-02 6.03E-03 9.64E-04 6.82E-02 167 UCART1 557349.4 3777413 557349.4, 3777413.38 211.1284 236.19225 177.27054 177.3564 2.05E-02 4.08E-02 5.74E-03 9.18E-04 6.79E-02 168 UCART1 557369.4 3777413 557369.4, 3777413.38 204.6674 230.01313 166.22458 166.3056 1.99E-02 3.97E-02 5.38E-03 8.61E-04 6.58E-02 169 UCART1 557389.4 3777413 557389.4, 3777413.38 196.4917 220.80751 158.38017 158.4447 1.91E-02 3.81E-02 5.13E-03 8.20E-04 6.31E-02 170 UCART1 557409.4 3777413 557409.4, 3777413.38 185.8374 207.98294 153.76812 153.8308 1.80E-02 3.59E-02 4.98E-03 7.97E-04 5.97E-02 171 UCART1 557429.4 3777413 557429.4, 3777413.38 174.4955 195.53021 147.42036 147.4801 1.69E-02 3.37E-02 4.77E-03 7.64E-04 5.62E-02 172 UCART1 557449.4 3777413 557449.4, 3777413.38 166.9694 186.02909 141.48584 141.5426 1.62E-02 3.21E-02 4.58E-03 7.33E-04 5.36E-02 173 UCART1 557469.4 3777413 557469.4, 3777413.38 163.9438 183.6436 135.42861 135.4821 1.59E-02 3.17E-02 4.38E-03 7.02E-04 5.27E-02 174 UCART1 557489.4 3777413 557489.4, 3777413.38 158.6517 178.2128 130.54101 130.5905 1.54E-02 3.08E-02 4.22E-03 6.76E-04 5.11E-02 175 UCART1 556509.4 3777433 556509.4, 3777433.38 684.5035 764.96908 562.10584 562.1151 6.65E-02 1.32E-01 1.82E-02 2.91E-03 2.20E-01 176 UCART1 556529.4 3777433 556529.4, 3777433.38 715.658 802.04637 601.19384 600.6964 6.95E-02 1.38E-01 1.95E-02 3.11E-03 2.30E-01 177 UCART1 556549.4 3777433 556549.4, 3777433.38 738.3225 825.36607 663.80988 663.7082 7.17E-02 1.42E-01 2.15E-02 3.44E-03 2.39E-01 178 UCART1 556569.4 3777433 556569.4, 3777433.38 748.1003 835.7567 689.11783 689.2746 7.26E-02 1.44E-01 2.23E-02 3.57E-03 2.43E-01 179 UCART1 556589.4 3777433 556589.4, 3777433.38 809.7233 900.24819 710.91639 711.3558 7.86E-02 1.55E-01 2.30E-02 3.68E-03 2.61E-01 180 UCART1 556609.4 3777433 556609.4, 3777433.38 848.5658 946.82726 751.70292 751.0641 8.24E-02 1.63E-01 2.43E-02 3.89E-03 2.74E-01 181 UCART1 556629.4 3777433 556629.4, 3777433.38 899.3538 1001.69248 824.42199 824.6073 8.73E-02 1.73E-01 2.67E-02 4.27E-03 2.91E-01 182 UCART1 556649.4 3777433 556649.4, 3777433.38 953.8536 1060.84779 873.34366 873.4717 9.26E-02 1.83E-01 2.83E-02 4.52E-03 3.08E-01 183 UCART1 556669.4 3777433 556669.4, 3777433.38 941.6506 1046.24183 936.28419 936.4267 9.14E-02 1.81E-01 3.03E-02 4.85E-03 3.07E-01 184 UCART1 556689.4 3777433 556689.4, 3777433.38 1006.059 1114.89948 939.93929 940.2063 9.77E-02 1.92E-01 3.04E-02 4.87E-03 3.25E-01 185 UCART1 556709.4 3777433 556709.4, 3777433.38 992.7848 1087.71403 1017.64019 1017.776 9.64E-02 1.88E-01 3.29E-02 5.27E-03 3.22E-01 186 UCART1 556729.4 3777433 556729.4, 3777433.38 740.6639 763.25648 1010.95528 1012.583 7.19E-02 1.32E-01 3.27E-02 5.24E-03 2.42E-01 187 UCART1 556749.4 3777433 556749.4, 3777433.38 625.1427 683.39219 764.24609 767.2315 6.07E-02 1.18E-01 2.47E-02 3.97E-03 2.07E-01 188 UCART1 556769.4 3777433 556769.4, 3777433.38 676.0253 745.45487 655.40679 655.1069 6.56E-02 1.29E-01 2.12E-02 3.39E-03 2.19E-01 189 UCART1 556789.4 3777433 556789.4, 3777433.38 686.2208 756.76792 665.80133 665.4689 6.66E-02 1.31E-01 2.15E-02 3.45E-03 2.22E-01 190 UCART1 556809.4 3777433 556809.4, 3777433.38 682.1344 749.59927 694.38021 694.7715 6.62E-02 1.29E-01 2.25E-02 3.60E-03 2.22E-01 191 UCART1 556829.4 3777433 556829.4, 3777433.38 686.2833 755.99898 691.50025 691.9356 6.66E-02 1.30E-01 2.24E-02 3.58E-03 2.23E-01 192 UCART1 556849.4 3777433 556849.4, 3777433.38 708.2409 780.97064 710.9226 711.2287 6.88E-02 1.35E-01 2.30E-02 3.68E-03 2.30E-01 193 UCART1 556869.4 3777433 556869.4, 3777433.38 742.2963 817.26641 757.70992 758.1267 7.21E-02 1.41E-01 2.45E-02 3.93E-03 2.42E-01 194 UCART1 556889.4 3777433 556889.4, 3777433.38 732.7188 807.03432 740.02818 740.2374 7.11E-02 1.39E-01 2.39E-02 3.83E-03 2.38E-01 195 UCART1 556909.4 3777433 556909.4, 3777433.38 704.4256 777.61054 707.13146 707.5754 6.84E-02 1.34E-01 2.29E-02 3.66E-03 2.29E-01

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(Breathin
g (Point
Source)
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source) total
196 UCART1 556929.4 3777433 556929.4, 3777433.38 699.1484 772.91619 691.87599 692.2738 6.79E-02 1.33E-01 2.24E-02 3.58E-03 2.27E-01 197 UCART1 556949.4 3777433 556949.4, 3777433.38 677.0629 750.25548 657.99844 658.2775 6.57E-02 1.29E-01 2.13E-02 3.41E-03 2.20E-01 198 UCART1 556969.4 3777433 556969.4, 3777433.38 653.6693 725.49756 625.48508 626.1278 6.35E-02 1.25E-01 2.02E-02 3.24E-03 2.12E-01 199 UCART1 556989.4 3777433 556989.4, 3777433.38 596.8266 658.30829 539.43563 540.3371 5.79E-02 1.14E-01 1.75E-02 2.80E-03 1.92E-01 200 UCART1 557009.4 3777433 557009.4, 3777433.38 475.6517 508.6346 420.1285 420.9612 4.62E-02 8.78E-02 1.36E-02 2.18E-03 1.50E-01 201 UCART1 557029.4 3777433 557029.4, 3777433.38 350.5461 386.38595 339.70557 339.7887 3.40E-02 6.67E-02 1.10E-02 1.76E-03 1.13E-01 202 UCART1 557049.4 3777433 557049.4, 3777433.38 354.1032 390.44484 334.36351 334.5773 3.44E-02 6.74E-02 1.08E-02 1.73E-03 1.14E-01 203 UCART1 557069.4 3777433 557069.4, 3777433.38 350.5594 391.37029 305.83734 306.1271 3.40E-02 6.76E-02 9.90E-03 1.59E-03 1.13E-01 204 UCART1 557089.4 3777433 557089.4, 3777433.38 320.2509 357.79835 282.46087 282.6471 3.11E-02 6.18E-02 9.14E-03 1.46E-03 1.03E-01 205 UCART1 557109.4 3777433 557109.4, 3777433.38 301.5353 336.85774 260.06895 260.2887 2.93E-02 5.81E-02 8.42E-03 1.35E-03 9.72E-02 206 UCART1 557129.4 3777433 557129.4, 3777433.38 276.4717 306.69776 229.22998 229.4559 2.68E-02 5.29E-02 7.42E-03 1.19E-03 8.84E-02 207 UCART1 557149.4 3777433 557149.4, 3777433.38 248.0787 277.49001 219.06338 219.1825 2.41E-02 4.79E-02 7.09E-03 1.13E-03 8.02E-02 208 UCART1 557169.4 3777433 557169.4, 3777433.38 236.4091 263.88518 210.41947 210.458 2.30E-02 4.55E-02 6.81E-03 1.09E-03 7.64E-02 209 UCART1 557189.4 3777433 557189.4, 3777433.38 227.3648 254.76304 217.25885 217.3248 2.21E-02 4.40E-02 7.03E-03 1.13E-03 7.42E-02 210 UCART1 557209.4 3777433 557209.4, 3777433.38 211.6648 237.21551 218.34385 218.4265 2.05E-02 4.09E-02 7.07E-03 1.13E-03 6.97E-02 211 UCART1 557229.4 3777433 557229.4, 3777433.38 222.392 240.39037 216.32661 216.4124 2.16E-02 4.15E-02 7.00E-03 1.12E-03 7.12E-02 212 UCART1 557249.4 3777433 557249.4, 3777433.38 229.6911 253.61353 212.37636 212.4743 2.23E-02 4.38E-02 6.87E-03 1.10E-03 7.40E-02 213 UCART1 557269.4 3777433 557269.4, 3777433.38 229.7726 255.87281 203.74667 203.8505 2.23E-02 4.42E-02 6.59E-03 1.06E-03 7.41E-02 214 UCART1 557289.4 3777433 557289.4, 3777433.38 228.0508 255.38602 191.87138 191.976 2.21E-02 4.41E-02 6.21E-03 9.94E-04 7.34E-02 215 UCART1 557309.4 3777433 557309.4, 3777433.38 221.4727 248.9123 179.3545 179.4569 2.15E-02 4.30E-02 5.80E-03 9.29E-04 7.12E-02 216 UCART1 557329.4 3777433 557329.4, 3777433.38 208.6327 233.73003 176.31716 176.3874 2.03E-02 4.03E-02 5.71E-03 9.13E-04 6.72E-02 217 UCART1 557349.4 3777433 557349.4, 3777433.38 191.8534 213.86706 170.74864 170.8202 1.86E-02 3.69E-02 5.53E-03 8.85E-04 6.20E-02 218 UCART1 557369.4 3777433 557369.4, 3777433.38 187.3291 207.04994 164.83366 164.9051 1.82E-02 3.57E-02 5.33E-03 8.54E-04 6.01E-02 219 UCART1 557389.4 3777433 557389.4, 3777433.38 187.9932 209.92061 158.86837 158.9387 1.83E-02 3.62E-02 5.14E-03 8.23E-04 6.04E-02 220 UCART1 557409.4 3777433 557409.4, 3777433.38 184.5326 207.19895 151.04494 151.1126 1.79E-02 3.58E-02 4.89E-03 7.82E-04 5.93E-02 221 UCART1 557429.4 3777433 557429.4, 3777433.38 176.8518 198.85566 141.54562 141.6077 1.72E-02 3.43E-02 4.58E-03 7.33E-04 5.68E-02 222 UCART1 557449.4 3777433 557449.4, 3777433.38 168.5905 189.10715 136.75967 136.8107 1.64E-02 3.26E-02 4.43E-03 7.08E-04 5.41E-02 223 UCART1 557469.4 3777433 557469.4, 3777433.38 159.0755 178.51955 132.74663 132.7962 1.54E-02 3.08E-02 4.30E-03 6.88E-04 5.12E-02 224 UCART1 557489.4 3777433 557489.4, 3777433.38 151.2172 169.13411 128.2046 128.2522 1.47E-02 2.92E-02 4.15E-03 6.64E-04 4.87E-02 225 UCART1 556509.4 3777453 556509.4, 3777453.38 651.1306 729.72832 559.01003 558.7065 6.32E-02 1.26E-01 1.81E-02 2.89E-03 2.10E-01 226 UCART1 556529.4 3777453 556529.4, 3777453.38 663.9793 740.58581 599.52655 599.5789 6.45E-02 1.28E-01 1.94E-02 3.10E-03 2.15E-01 227 UCART1 556549.4 3777453 556549.4, 3777453.38 676.4067 754.85085 621.38512 621.3877 6.57E-02 1.30E-01 2.01E-02 3.22E-03 2.19E-01 228 UCART1 556569.4 3777453 556569.4, 3777453.38 731.4175 814.24018 630.39634 630.3852 7.10E-02 1.41E-01 2.04E-02 3.26E-03 2.35E-01 229 UCART1 556589.4 3777453 556589.4, 3777453.38 765.0413 854.65965 672.06663 671.5662 7.43E-02 1.48E-01 2.17E-02 3.48E-03 2.47E-01 230 UCART1 556609.4 3777453 556609.4, 3777453.38 810.9062 905.11147 729.98764 730.1424 7.87E-02 1.56E-01 2.36E-02 3.78E-03 2.62E-01 231 UCART1 556629.4 3777453 556629.4, 3777453.38 862.4964 960.80029 775.95981 775.9804 8.37E-02 1.66E-01 2.51E-02 4.02E-03 2.79E-01 232 UCART1 556649.4 3777453 556649.4, 3777453.38 849.1811 944.64977 828.71442 828.6314 8.24E-02 1.63E-01 2.68E-02 4.29E-03 2.77E-01 233 UCART1 556669.4 3777453 556669.4, 3777453.38 885.3365 984.08009 821.86053 822.5544 8.60E-02 1.70E-01 2.66E-02 4.26E-03 2.87E-01 234 UCART1 556689.4 3777453 556689.4, 3777453.38 931.2475 1031.62677 876.64467 876.2004 9.04E-02 1.78E-01 2.84E-02 4.54E-03 3.01E-01 235 UCART1 556709.4 3777453 556709.4, 3777453.38 795.3847 847.35446 921.27838 921.9311 7.72E-02 1.46E-01 2.98E-02 4.77E-03 2.58E-01 236 UCART1 556729.4 3777453 556729.4, 3777453.38 586.6408 649.54946 808.39025 810.4964 5.70E-02 1.12E-01 2.62E-02 4.20E-03 1.99E-01 237 UCART1 556749.4 3777453 556749.4, 3777453.38 588.878 646.90658 568.6405 569.4347 5.72E-02 1.12E-01 1.84E-02 2.95E-03 1.90E-01 238 UCART1 556769.4 3777453 556769.4, 3777453.38 599.2263 658.15926 595.75248 595.7894 5.82E-02 1.14E-01 1.93E-02 3.08E-03 1.94E-01 239 UCART1 556789.4 3777453 556789.4, 3777453.38 622.9098 686.83273 603.91287 603.8604 6.05E-02 1.19E-01 1.95E-02 3.13E-03 2.02E-01 240 UCART1 556809.4 3777453 556809.4, 3777453.38 623.0202 687.28658 611.00025 611.5005 6.05E-02 1.19E-01 1.98E-02 3.17E-03 2.02E-01 241 UCART1 556829.4 3777453 556829.4, 3777453.38 622.6215 687.05619 614.39498 614.4462 6.04E-02 1.19E-01 1.99E-02 3.18E-03 2.02E-01 242 UCART1 556849.4 3777453 556849.4, 3777453.38 644.6386 711.99557 634.32999 634.5832 6.26E-02 1.23E-01 2.05E-02 3.29E-03 2.09E-01 243 UCART1 556869.4 3777453 556869.4, 3777453.38 678.5701 748.62774 676.6523 676.8915 6.59E-02 1.29E-01 2.19E-02 3.50E-03 2.20E-01 244 UCART1 556889.4 3777453 556889.4, 3777453.38 662.5852 730.94912 655.80678 656.4269 6.43E-02 1.26E-01 2.12E-02 3.40E-03 2.15E-01 245 UCART1 556909.4 3777453 556909.4, 3777453.38 653.6799 721.1999 640.45007 641.1814 6.35E-02 1.24E-01 2.07E-02 3.32E-03 2.12E-01 246 UCART1 556929.4 3777453 556929.4, 3777453.38 633.5008 701.01417 619.14359 619.5507 6.15E-02 1.21E-01 2.00E-02 3.21E-03 2.06E-01 247 UCART1 556949.4 3777453 556949.4, 3777453.38 615.2222 681.85751 593.21768 593.6396 5.97E-02 1.18E-01 1.92E-02 3.07E-03 2.00E-01 248 UCART1 556969.4 3777453 556969.4, 3777453.38 593.7231 659.19724 569.50194 569.7582 5.76E-02 1.14E-01 1.84E-02 2.95E-03 1.93E-01 249 UCART1 556989.4 3777453 556989.4, 3777453.38 572.1304 636.80547 527.5349 528.1169 5.55E-02 1.10E-01 1.71E-02 2.73E-03 1.85E-01 250 UCART1 557009.4 3777453 557009.4, 3777453.38 492.6071 539.16295 436.00183 436.8064 4.78E-02 9.31E-02 1.41E-02 2.26E-03 1.57E-01 251 UCART1 557029.4 3777453 557029.4, 3777453.38 378.6206 396.61466 336.72525 337.4071 3.68E-02 6.85E-02 1.09E-02 1.75E-03 1.18E-01 252 UCART1 557049.4 3777453 557049.4, 3777453.38 303.8528 338.73254 299.60594 299.691 2.95E-02 5.85E-02 9.70E-03 1.55E-03 9.92E-02 253 UCART1 557069.4 3777453 557069.4, 3777453.38 318.4866 352.63207 293.32427 293.5068 3.09E-02 6.09E-02 9.49E-03 1.52E-03 1.03E-01 254 UCART1 557089.4 3777453 557089.4, 3777453.38 312.6392 349.19383 269.41414 269.6543 3.04E-02 6.03E-02 8.72E-03 1.40E-03 1.01E-01 255 UCART1 557109.4 3777453 557109.4, 3777453.38 287.5936 321.48673 251.26887 251.4185 2.79E-02 5.55E-02 8.13E-03 1.30E-03 9.28E-02 256 UCART1 557129.4 3777453 557129.4, 3777453.38 270.7565 302.57341 232.89191 233.0704 2.63E-02 5.22E-02 7.54E-03 1.21E-03 8.73E-02 257 UCART1 557149.4 3777453 557149.4, 3777453.38 252.033 280.13208 209.07286 209.2606 2.45E-02 4.84E-02 6.77E-03 1.08E-03 8.07E-02 258 UCART1 557169.4 3777453 557169.4, 3777453.38 223.5877 250.05707 195.36267 195.453 2.17E-02 4.32E-02 6.32E-03 1.01E-03 7.22E-02 259 UCART1 557189.4 3777453 557189.4, 3777453.38 213.0334 238.44225 186.42183 186.527 2.07E-02 4.12E-02 6.03E-03 9.66E-04 6.88E-02 260 UCART1 557209.4 3777453 557209.4, 3777453.38 208.0771 233.205 189.13474 189.1758 2.02E-02 4.03E-02 6.12E-03 9.80E-04 6.76E-02

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g (Point
Source)
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source) total
261 UCART1 557229.4 3777453 557229.4, 3777453.38 195.2963 218.22922 192.03606 192.096 1.90E-02 3.77E-02 6.21E-03 9.95E-04 6.38E-02 262 UCART1 557249.4 3777453 557249.4, 3777453.38 192.5443 209.32042 192.0696 192.1406 1.87E-02 3.61E-02 6.22E-03 9.95E-04 6.20E-02 263 UCART1 557269.4 3777453 557269.4, 3777453.38 202.0586 220.32305 190.9903 191.0628 1.96E-02 3.80E-02 6.18E-03 9.89E-04 6.48E-02 264 UCART1 557289.4 3777453 557289.4, 3777453.38 205.5444 228.03487 186.30202 186.3829 2.00E-02 3.94E-02 6.03E-03 9.65E-04 6.63E-02 265 UCART1 557309.4 3777453 557309.4, 3777453.38 205.9365 228.75151 179.40759 179.4929 2.00E-02 3.95E-02 5.81E-03 9.29E-04 6.62E-02 266 UCART1 557329.4 3777453 557329.4, 3777453.38 203.8933 228.61101 169.82785 169.914 1.98E-02 3.95E-02 5.50E-03 8.80E-04 6.56E-02 267 UCART1 557349.4 3777453 557349.4, 3777453.38 197.2035 221.65339 158.96752 159.0518 1.91E-02 3.83E-02 5.14E-03 8.24E-04 6.34E-02 268 UCART1 557369.4 3777453 557369.4, 3777453.38 185.6261 207.89578 155.59459 155.6509 1.80E-02 3.59E-02 5.04E-03 8.06E-04 5.97E-02 269 UCART1 557389.4 3777453 557389.4, 3777453.38 172.6323 192.46464 152.56106 152.6194 1.68E-02 3.32E-02 4.94E-03 7.90E-04 5.57E-02 270 UCART1 557409.4 3777453 557409.4, 3777453.38 168.5612 185.84231 148.92834 148.9875 1.64E-02 3.21E-02 4.82E-03 7.71E-04 5.40E-02 271 UCART1 557429.4 3777453 557429.4, 3777453.38 168.495 187.78185 143.1873 143.2456 1.64E-02 3.24E-02 4.63E-03 7.42E-04 5.41E-02 272 UCART1 557449.4 3777453 557449.4, 3777453.38 165.8849 186.05958 136.65984 136.7163 1.61E-02 3.21E-02 4.42E-03 7.08E-04 5.33E-02 273 UCART1 557469.4 3777453 557469.4, 3777453.38 160.8648 180.88012 129.37934 129.4332 1.56E-02 3.12E-02 4.19E-03 6.70E-04 5.17E-02 274 UCART1 557489.4 3777453 557489.4, 3777453.38 153.8683 172.84102 122.61078 122.6606 1.49E-02 2.98E-02 3.97E-03 6.35E-04 4.94E-02 275 UCART1 556509.4 3777473 556509.4, 3777473.38 598.5886 668.03645 541.32463 541.4799 5.81E-02 1.15E-01 1.75E-02 2.80E-03 1.94E-01 276 UCART1 556529.4 3777473 556529.4, 3777473.38 608.6282 678.47026 557.48325 557.5748 5.91E-02 1.17E-01 1.80E-02 2.89E-03 1.97E-01 277 UCART1 556549.4 3777473 556549.4, 3777473.38 663.5009 739.48054 565.67558 565.7276 6.44E-02 1.28E-01 1.83E-02 2.93E-03 2.13E-01 278 UCART1 556569.4 3777473 556569.4, 3777473.38 693.6557 775.65745 605.08796 604.6903 6.73E-02 1.34E-01 1.96E-02 3.13E-03 2.24E-01 279 UCART1 556589.4 3777473 556589.4, 3777473.38 734.5522 821.0232 652.36258 652.4937 7.13E-02 1.42E-01 2.11E-02 3.38E-03 2.38E-01 280 UCART1 556609.4 3777473 556609.4, 3777473.38 770.875 858.9044 685.98452 685.9489 7.48E-02 1.48E-01 2.22E-02 3.55E-03 2.49E-01 281 UCART1 556629.4 3777473 556629.4, 3777473.38 760.8407 838.33748 728.71223 728.5071 7.39E-02 1.45E-01 2.36E-02 3.77E-03 2.46E-01 282 UCART1 556649.4 3777473 556649.4, 3777473.38 799.1555 889.42602 747.6198 748.2702 7.76E-02 1.54E-01 2.42E-02 3.87E-03 2.59E-01 283 UCART1 556669.4 3777473 556669.4, 3777473.38 836.4681 929.87227 767.13449 767.1126 8.12E-02 1.60E-01 2.48E-02 3.97E-03 2.71E-01 284 UCART1 556689.4 3777473 556689.4, 3777473.38 801.0565 875.14904 817.19236 817.2138 7.78E-02 1.51E-01 2.64E-02 4.23E-03 2.60E-01 285 UCART1 556709.4 3777473 556709.4, 3777473.38 597.5819 612.9855 788.32736 789.6175 5.80E-02 1.06E-01 2.55E-02 4.09E-03 1.93E-01 286 UCART1 556729.4 3777473 556729.4, 3777473.38 524.8728 578.07933 618.15013 620.2717 5.10E-02 9.98E-02 2.00E-02 3.21E-03 1.74E-01 287 UCART1 556749.4 3777473 556749.4, 3777473.38 552.1238 610.93909 500.85158 500.4652 5.36E-02 1.05E-01 1.62E-02 2.59E-03 1.78E-01 288 UCART1 556769.4 3777473 556769.4, 3777473.38 546.3208 600.14853 534.48478 534.7432 5.30E-02 1.04E-01 1.73E-02 2.77E-03 1.77E-01 289 UCART1 556789.4 3777473 556789.4, 3777473.38 571.3117 632.02542 544.07113 544.205 5.55E-02 1.09E-01 1.76E-02 2.82E-03 1.85E-01 290 UCART1 556809.4 3777473 556809.4, 3777473.38 569.6037 629.9818 541.00129 540.8765 5.53E-02 1.09E-01 1.75E-02 2.80E-03 1.84E-01 291 UCART1 556829.4 3777473 556829.4, 3777473.38 564.6577 623.93464 549.58507 549.6931 5.48E-02 1.08E-01 1.78E-02 2.85E-03 1.83E-01 292 UCART1 556849.4 3777473 556849.4, 3777473.38 588.8805 651.33369 569.53365 569.7462 5.72E-02 1.12E-01 1.84E-02 2.95E-03 1.91E-01 293 UCART1 556869.4 3777473 556869.4, 3777473.38 620.3421 685.32816 606.36156 606.4809 6.02E-02 1.18E-01 1.96E-02 3.14E-03 2.01E-01 294 UCART1 556889.4 3777473 556889.4, 3777473.38 611.3702 676.57743 593.55529 593.9569 5.94E-02 1.17E-01 1.92E-02 3.08E-03 1.98E-01 295 UCART1 556909.4 3777473 556909.4, 3777473.38 606.5604 671.82555 585.18879 585.6405 5.89E-02 1.16E-01 1.89E-02 3.03E-03 1.97E-01 296 UCART1 556929.4 3777473 556929.4, 3777473.38 572.0071 633.77162 558.90554 559.0262 5.55E-02 1.09E-01 1.81E-02 2.89E-03 1.86E-01 297 UCART1 556949.4 3777473 556949.4, 3777473.38 569.96 632.79548 540.72412 541.16 5.53E-02 1.09E-01 1.75E-02 2.80E-03 1.85E-01 298 UCART1 556969.4 3777473 556969.4, 3777473.38 545.0579 604.23276 518.43021 518.6687 5.29E-02 1.04E-01 1.68E-02 2.69E-03 1.77E-01 299 UCART1 556989.4 3777473 556989.4, 3777473.38 536.4527 596.82381 498.77164 499.1963 5.21E-02 1.03E-01 1.61E-02 2.58E-03 1.74E-01 300 UCART1 557009.4 3777473 557009.4, 3777473.38 500.5428 554.60906 446.23295 446.8333 4.86E-02 9.57E-02 1.44E-02 2.31E-03 1.61E-01 301 UCART1 557029.4 3777473 557029.4, 3777473.38 411.7877 446.00301 360.54777 361.1618 4.00E-02 7.70E-02 1.17E-02 1.87E-03 1.30E-01 302 UCART1 557049.4 3777473 557049.4, 3777473.38 306.3851 332.72656 276.01551 276.58 2.97E-02 5.74E-02 8.93E-03 1.43E-03 9.75E-02 303 UCART1 557069.4 3777473 557069.4, 3777473.38 272.1902 302.36859 268.55643 268.6395 2.64E-02 5.22E-02 8.69E-03 1.39E-03 8.87E-02 304 UCART1 557089.4 3777473 557089.4, 3777473.38 288.729 320.69122 260.63952 260.7971 2.80E-02 5.54E-02 8.43E-03 1.35E-03 9.32E-02 305 UCART1 557109.4 3777473 557109.4, 3777473.38 281.597 314.55914 240.31125 240.5138 2.73E-02 5.43E-02 7.78E-03 1.25E-03 9.07E-02 306 UCART1 557129.4 3777473 557129.4, 3777473.38 259.2823 289.99139 224.61006 224.732 2.52E-02 5.01E-02 7.27E-03 1.16E-03 8.37E-02 307 UCART1 557149.4 3777473 557149.4, 3777473.38 245.8162 274.73898 210.97242 211.12 2.39E-02 4.74E-02 6.83E-03 1.09E-03 7.92E-02 308 UCART1 557169.4 3777473 557169.4, 3777473.38 229.3653 255.3725 190.21239 190.3692 2.23E-02 4.41E-02 6.16E-03 9.86E-04 7.35E-02 309 UCART1 557189.4 3777473 557189.4, 3777473.38 204.9059 227.37653 176.1123 176.1814 1.99E-02 3.92E-02 5.70E-03 9.12E-04 6.58E-02 310 UCART1 557209.4 3777473 557209.4, 3777473.38 195.2424 218.54915 170.20203 170.2857 1.90E-02 3.77E-02 5.51E-03 8.82E-04 6.31E-02 311 UCART1 557229.4 3777473 557229.4, 3777473.38 189.7781 212.46753 164.24651 164.2697 1.84E-02 3.67E-02 5.32E-03 8.51E-04 6.13E-02 312 UCART1 557249.4 3777473 557249.4, 3777473.38 182.1137 204.01645 170.22841 170.2688 1.77E-02 3.52E-02 5.51E-03 8.82E-04 5.93E-02 313 UCART1 557269.4 3777473 557269.4, 3777473.38 170.6238 191.39412 171.67298 171.727 1.66E-02 3.30E-02 5.56E-03 8.89E-04 5.60E-02 314 UCART1 557289.4 3777473 557289.4, 3777473.38 176.9892 191.75105 170.90374 170.9559 1.72E-02 3.31E-02 5.53E-03 8.85E-04 5.67E-02 315 UCART1 557309.4 3777473 557309.4, 3777473.38 183.8284 201.75848 169.83845 169.9002 1.78E-02 3.48E-02 5.50E-03 8.80E-04 5.90E-02 316 UCART1 557329.4 3777473 557329.4, 3777473.38 185.9201 206.98722 166.0431 166.1112 1.81E-02 3.57E-02 5.37E-03 8.60E-04 6.00E-02 317 UCART1 557349.4 3777473 557349.4, 3777473.38 185.8147 206.94678 159.58287 159.6541 1.80E-02 3.57E-02 5.16E-03 8.27E-04 5.98E-02 318 UCART1 557369.4 3777473 557369.4, 3777473.38 183.4913 205.92264 151.59037 151.6623 1.78E-02 3.55E-02 4.91E-03 7.85E-04 5.90E-02 319 UCART1 557389.4 3777473 557389.4, 3777473.38 176.941 198.87608 142.10399 142.1744 1.72E-02 3.43E-02 4.60E-03 7.36E-04 5.68E-02 320 UCART1 557409.4 3777473 557409.4, 3777473.38 168.1293 188.22587 139.93916 139.9856 1.63E-02 3.25E-02 4.53E-03 7.25E-04 5.41E-02 321 UCART1 557429.4 3777473 557429.4, 3777473.38 156.4086 174.41255 137.28953 137.3377 1.52E-02 3.01E-02 4.44E-03 7.11E-04 5.04E-02 322 UCART1 557449.4 3777473 557449.4, 3777473.38 151.676 167.70963 134.46327 134.5124 1.47E-02 2.89E-02 4.35E-03 6.97E-04 4.87E-02 323 UCART1 557469.4 3777473 557469.4, 3777473.38 151.9923 169.04955 129.80275 129.8516 1.48E-02 2.92E-02 4.20E-03 6.72E-04 4.88E-02 324 UCART1 557489.4 3777473 557489.4, 3777473.38 149.9908 168.01343 124.27634 124.324 1.46E-02 2.90E-02 4.02E-03 6.44E-04 4.82E-02 325 UCART1 556509.4 3777493 556509.4, 3777493.38 561.3046 627.39656 507.75576 507.8999 5.45E-02 1.08E-01 1.64E-02 2.63E-03 1.82E-01

Page 2170 of 2762 ends

X Y X, Y
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source)
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source) total
326 UCART1 556529.4 3777493 556529.4, 3777493.38 611.8438 682.36622 516.21166 516.2992 5.94E-02 1.18E-01 1.67E-02 2.67E-03 1.97E-01 327 UCART1 556549.4 3777493 556549.4, 3777493.38 633.3747 708.75621 549.32722 549.0053 6.15E-02 1.22E-01 1.78E-02 2.84E-03 2.04E-01 328 UCART1 556569.4 3777493 556569.4, 3777493.38 664.0233 742.90643 583.38793 583.503 6.45E-02 1.28E-01 1.89E-02 3.02E-03 2.15E-01 329 UCART1 556589.4 3777493 556589.4, 3777493.38 688.9198 766.61158 610.2204 610.1503 6.69E-02 1.32E-01 1.97E-02 3.16E-03 2.22E-01 330 UCART1 556609.4 3777493 556609.4, 3777493.38 705.2666 782.13706 643.93824 643.6656 6.85E-02 1.35E-01 2.08E-02 3.33E-03 2.28E-01 331 UCART1 556629.4 3777493 556629.4, 3777493.38 711.5556 793.44054 671.4678 671.8658 6.91E-02 1.37E-01 2.17E-02 3.48E-03 2.31E-01 332 UCART1 556649.4 3777493 556649.4, 3777493.38 749.6998 833.61886 672.17055 672.1878 7.28E-02 1.44E-01 2.18E-02 3.48E-03 2.42E-01 333 UCART1 556669.4 3777493 556669.4, 3777493.38 770.8218 853.91013 725.78511 725.755 7.48E-02 1.47E-01 2.35E-02 3.76E-03 2.49E-01 334 UCART1 556689.4 3777493 556689.4, 3777493.38 646.8317 685.05755 740.09105 740.7469 6.28E-02 1.18E-01 2.40E-02 3.84E-03 2.09E-01 335 UCART1 556709.4 3777493 556709.4, 3777493.38 485.6793 539.33698 642.63474 644.1943 4.72E-02 9.31E-02 2.08E-02 3.34E-03 1.64E-01 336 UCART1 556729.4 3777493 556729.4, 3777493.38 469.1349 512.27803 471.40019 472.8812 4.55E-02 8.84E-02 1.53E-02 2.45E-03 1.52E-01 337 UCART1 556749.4 3777493 556749.4, 3777493.38 508.893 563.94251 470.71801 470.5634 4.94E-02 9.73E-02 1.52E-02 2.44E-03 1.64E-01 338 UCART1 556769.4 3777493 556769.4, 3777493.38 512.8056 566.91594 475.90236 476.2961 4.98E-02 9.78E-02 1.54E-02 2.47E-03 1.66E-01 339 UCART1 556789.4 3777493 556789.4, 3777493.38 522.6465 578.75656 493.245 493.2038 5.07E-02 9.99E-02 1.60E-02 2.55E-03 1.69E-01 340 UCART1 556809.4 3777493 556809.4, 3777493.38 520.186 576.23636 490.84334 490.8215 5.05E-02 9.95E-02 1.59E-02 2.54E-03 1.68E-01 341 UCART1 556829.4 3777493 556829.4, 3777493.38 517.1657 572.03938 496.14698 496.2882 5.02E-02 9.87E-02 1.61E-02 2.57E-03 1.68E-01 342 UCART1 556849.4 3777493 556849.4, 3777493.38 538.0024 595.8528 512.22061 512.4019 5.22E-02 1.03E-01 1.66E-02 2.65E-03 1.74E-01 343 UCART1 556869.4 3777493 556869.4, 3777493.38 566.6224 626.50723 544.40619 544.445 5.50E-02 1.08E-01 1.76E-02 2.82E-03 1.84E-01 344 UCART1 556889.4 3777493 556889.4, 3777493.38 564.2473 625.50291 539.21828 539.4636 5.48E-02 1.08E-01 1.75E-02 2.79E-03 1.83E-01 345 UCART1 556909.4 3777493 556909.4, 3777493.38 558.9789 619.79945 533.04106 533.2888 5.43E-02 1.07E-01 1.73E-02 2.76E-03 1.81E-01 346 UCART1 556929.4 3777493 556929.4, 3777493.38 529.6538 588.00622 501.98473 502.2023 5.14E-02 1.01E-01 1.62E-02 2.60E-03 1.72E-01 347 UCART1 556949.4 3777493 556949.4, 3777493.38 526.2709 584.26542 494.48208 494.6738 5.11E-02 1.01E-01 1.60E-02 2.56E-03 1.71E-01 348 UCART1 556969.4 3777493 556969.4, 3777493.38 511.5402 569.12326 474.35025 474.7202 4.97E-02 9.82E-02 1.54E-02 2.46E-03 1.66E-01 349 UCART1 556989.4 3777493 556989.4, 3777493.38 494.6233 550.55921 461.25747 461.4393 4.80E-02 9.50E-02 1.49E-02 2.39E-03 1.60E-01 350 UCART1 557009.4 3777493 557009.4, 3777493.38 480.5777 535.8738 435.49763 435.8876 4.67E-02 9.25E-02 1.41E-02 2.26E-03 1.56E-01 351 UCART1 557029.4 3777493 557029.4, 3777493.38 426.7131 466.87776 374.36285 374.931 4.14E-02 8.06E-02 1.21E-02 1.94E-03 1.36E-01 352 UCART1 557049.4 3777493 557049.4, 3777493.38 341.4989 362.41097 299.58606 300.0861 3.32E-02 6.26E-02 9.70E-03 1.55E-03 1.07E-01 353 UCART1 557069.4 3777493 557069.4, 3777493.38 265.0282 293.52151 236.3828 236.3859 2.57E-02 5.07E-02 7.65E-03 1.22E-03 8.53E-02 354 UCART1 557089.4 3777493 557089.4, 3777493.38 251.5259 273.73913 241.31407 241.3932 2.44E-02 4.72E-02 7.81E-03 1.25E-03 8.07E-02 355 UCART1 557109.4 3777493 557109.4, 3777493.38 263.8431 293.74318 234.33637 234.4739 2.56E-02 5.07E-02 7.58E-03 1.21E-03 8.51E-02 356 UCART1 557129.4 3777493 557129.4, 3777493.38 254.6737 284.47232 215.58601 215.7587 2.47E-02 4.91E-02 6.98E-03 1.12E-03 8.19E-02 357 UCART1 557149.4 3777493 557149.4, 3777493.38 236.3306 264.41905 203.25134 203.3523 2.29E-02 4.56E-02 6.58E-03 1.05E-03 7.62E-02 358 UCART1 557169.4 3777493 557169.4, 3777493.38 223.4961 249.82685 191.37103 191.494 2.17E-02 4.31E-02 6.19E-03 9.92E-04 7.20E-02 359 UCART1 557189.4 3777493 557189.4, 3777493.38 210.4535 234.63031 174.4839 174.6165 2.04E-02 4.05E-02 5.65E-03 9.04E-04 6.75E-02 360 UCART1 557209.4 3777493 557209.4, 3777493.38 190.5734 209.24691 160.20932 160.2835 1.85E-02 3.61E-02 5.18E-03 8.30E-04 6.06E-02 361 UCART1 557229.4 3777493 557229.4, 3777493.38 179.2989 200.70636 155.29313 155.3597 1.74E-02 3.46E-02 5.03E-03 8.04E-04 5.79E-02 362 UCART1 557249.4 3777493 557249.4, 3777493.38 173.6486 193.98604 148.30814 148.3833 1.69E-02 3.35E-02 4.80E-03 7.68E-04 5.59E-02 363 UCART1 557269.4 3777493 557269.4, 3777493.38 168.7694 189.2692 150.09409 150.1196 1.64E-02 3.27E-02 4.86E-03 7.77E-04 5.47E-02 364 UCART1 557289.4 3777493 557289.4, 3777493.38 159.0221 177.52204 153.53334 153.5715 1.54E-02 3.06E-02 4.97E-03 7.95E-04 5.18E-02 365 UCART1 557309.4 3777493 557309.4, 3777493.38 155.8835 169.56586 153.97707 154.0226 1.51E-02 2.93E-02 4.98E-03 7.98E-04 5.02E-02 366 UCART1 557329.4 3777493 557329.4, 3777493.38 163.1776 176.82699 153.60536 153.6512 1.58E-02 3.05E-02 4.97E-03 7.96E-04 5.21E-02 367 UCART1 557349.4 3777493 557349.4, 3777493.38 167.8225 185.17822 152.24777 152.3008 1.63E-02 3.20E-02 4.93E-03 7.89E-04 5.40E-02 368 UCART1 557369.4 3777493 557369.4, 3777493.38 168.3121 187.88723 148.51432 148.5721 1.63E-02 3.24E-02 4.81E-03 7.69E-04 5.43E-02 369 UCART1 557389.4 3777493 557389.4, 3777493.38 168.7899 188.3773 143.28089 143.3412 1.64E-02 3.25E-02 4.64E-03 7.42E-04 5.43E-02 370 UCART1 557409.4 3777493 557409.4, 3777493.38 166.4237 186.89112 136.5799 136.6409 1.62E-02 3.23E-02 4.42E-03 7.08E-04 5.35E-02 371 UCART1 557429.4 3777493 557429.4, 3777493.38 159.7834 179.57753 127.93354 127.9931 1.55E-02 3.10E-02 4.14E-03 6.63E-04 5.13E-02 372 UCART1 557449.4 3777493 557449.4, 3777493.38 152.1059 170.23427 125.72759 125.7659 1.48E-02 2.94E-02 4.07E-03 6.51E-04 4.89E-02 373 UCART1 557469.4 3777493 557469.4, 3777493.38 142.7584 159.21358 124.50388 124.5442 1.39E-02 2.75E-02 4.03E-03 6.45E-04 4.60E-02 374 UCART1 557489.4 3777493 557489.4, 3777493.38 136.8518 152.8277 121.67894 121.72 1.33E-02 2.64E-02 3.94E-03 6.30E-04 4.42E-02 375 UCART1 556509.4 3777513 556509.4, 3777513.38 561.4937 626.73614 468.78234 468.8967 5.45E-02 1.08E-01 1.52E-02 2.43E-03 1.80E-01 376 UCART1 556529.4 3777513 556529.4, 3777513.38 580.2667 648.98939 500.10821 499.8465 5.63E-02 1.12E-01 1.62E-02 2.59E-03 1.87E-01 377 UCART1 556549.4 3777513 556549.4, 3777513.38 608.3068 680.74992 530.73233 530.8309 5.91E-02 1.17E-01 1.72E-02 2.75E-03 1.96E-01 378 UCART1 556569.4 3777513 556569.4, 3777513.38 629.5094 701.35405 559.23555 559.1339 6.11E-02 1.21E-01 1.81E-02 2.90E-03 2.03E-01 379 UCART1 556589.4 3777513 556589.4, 3777513.38 658.3604 733.33205 579.4839 579.5489 6.39E-02 1.27E-01 1.88E-02 3.00E-03 2.12E-01 380 UCART1 556609.4 3777513 556609.4, 3777513.38 649.9414 725.65715 611.53916 611.7601 6.31E-02 1.25E-01 1.98E-02 3.17E-03 2.11E-01 381 UCART1 556629.4 3777513 556629.4, 3777513.38 679.7476 757.88803 610.5932 610.6688 6.60E-02 1.31E-01 1.98E-02 3.16E-03 2.20E-01 382 UCART1 556649.4 3777513 556649.4, 3777513.38 715.0018 795.73543 640.68154 640.3673 6.94E-02 1.37E-01 2.07E-02 3.32E-03 2.31E-01 383 UCART1 556669.4 3777513 556669.4, 3777513.38 664.6048 722.87243 679.67011 679.8695 6.45E-02 1.25E-01 2.20E-02 3.52E-03 2.15E-01 384 UCART1 556689.4 3777513 556689.4, 3777513.38 494.2407 504.29933 635.80427 636.843 4.80E-02 8.70E-02 2.06E-02 3.30E-03 1.59E-01 385 UCART1 556709.4 3777513 556709.4, 3777513.38 444.4985 492.1967 504.85799 506.4236 4.32E-02 8.50E-02 1.63E-02 2.62E-03 1.47E-01 386 UCART1 556729.4 3777513 556729.4, 3777513.38 454.5922 501.48736 413.12683 413.4477 4.41E-02 8.66E-02 1.34E-02 2.14E-03 1.46E-01 387 UCART1 556749.4 3777513 556749.4, 3777513.38 462.8282 511.21358 437.12372 437.1416 4.49E-02 8.82E-02 1.41E-02 2.26E-03 1.50E-01 388 UCART1 556769.4 3777513 556769.4, 3777513.38 478.4488 530.57724 437.37508 437.2101 4.65E-02 9.16E-02 1.42E-02 2.26E-03 1.54E-01 389 UCART1 556789.4 3777513 556789.4, 3777513.38 478.8104 529.6627 453.39909 453.4676 4.65E-02 9.14E-02 1.47E-02 2.35E-03 1.55E-01 390 UCART1 556809.4 3777513 556809.4, 3777513.38 478.295 530.21991 448.47173 448.5188 4.64E-02 9.15E-02 1.45E-02 2.32E-03 1.55E-01

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(Volume
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Loading
(Point
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(Breathin
g (Point
Source)
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source) total
391 UCART1 556829.4 3777513 556829.4, 3777513.38 475.2099 526.37417 449.73398 449.8945 4.61E-02 9.09E-02 1.46E-02 2.33E-03 1.54E-01 392 UCART1 556849.4 3777513 556849.4, 3777513.38 493.9906 547.72859 463.98864 464.1448 4.80E-02 9.45E-02 1.50E-02 2.40E-03 1.60E-01 393 UCART1 556869.4 3777513 556869.4, 3777513.38 518.926 573.95345 491.42033 491.4046 5.04E-02 9.91E-02 1.59E-02 2.54E-03 1.68E-01 394 UCART1 556889.4 3777513 556889.4, 3777513.38 520.4248 577.23275 490.96343 491.0963 5.05E-02 9.96E-02 1.59E-02 2.54E-03 1.69E-01 395 UCART1 556909.4 3777513 556909.4, 3777513.38 510.707 567.06695 482.24991 482.3503 4.96E-02 9.79E-02 1.56E-02 2.50E-03 1.66E-01 396 UCART1 556929.4 3777513 556929.4, 3777513.38 488.2365 541.8733 459.16314 459.3513 4.74E-02 9.35E-02 1.49E-02 2.38E-03 1.58E-01 397 UCART1 556949.4 3777513 556949.4, 3777513.38 489.3838 543.80233 457.098 457.3561 4.75E-02 9.39E-02 1.48E-02 2.37E-03 1.59E-01 398 UCART1 556969.4 3777513 556969.4, 3777513.38 473.3545 526.35543 438.8661 439.0472 4.60E-02 9.08E-02 1.42E-02 2.27E-03 1.53E-01 399 UCART1 556989.4 3777513 556989.4, 3777513.38 453.7624 505.01691 423.46517 423.6659 4.41E-02 8.72E-02 1.37E-02 2.19E-03 1.47E-01 400 UCART1 557009.4 3777513 557009.4, 3777513.38 452.6283 504.40823 412.12249 412.4214 4.39E-02 8.71E-02 1.33E-02 2.14E-03 1.46E-01 401 UCART1 557029.4 3777513 557029.4, 3777513.38 426.5813 474.2299 375.80034 376.2181 4.14E-02 8.19E-02 1.22E-02 1.95E-03 1.37E-01 402 UCART1 557049.4 3777513 557049.4, 3777513.38 362.3332 396.10949 314.72822 315.1686 3.52E-02 6.84E-02 1.02E-02 1.63E-03 1.15E-01 403 UCART1 557069.4 3777513 557069.4, 3777513.38 282.6413 294.21338 251.56718 251.9987 2.74E-02 5.08E-02 8.14E-03 1.30E-03 8.77E-02 404 UCART1 557089.4 3777513 557089.4, 3777513.38 234.0488 259.21911 215.67454 215.6882 2.27E-02 4.47E-02 6.98E-03 1.12E-03 7.56E-02 405 UCART1 557109.4 3777513 557109.4, 3777513.38 233.4629 255.33811 218.83989 218.9142 2.27E-02 4.41E-02 7.08E-03 1.13E-03 7.50E-02 406 UCART1 557129.4 3777513 557129.4, 3777513.38 241.0266 268.84974 211.14028 211.2609 2.34E-02 4.64E-02 6.83E-03 1.09E-03 7.77E-02 407 UCART1 557149.4 3777513 557149.4, 3777513.38 232.2352 259.34421 195.32242 195.4716 2.25E-02 4.48E-02 6.32E-03 1.01E-03 7.46E-02 408 UCART1 557169.4 3777513 557169.4, 3777513.38 216.2515 242.03795 184.76417 184.8487 2.10E-02 4.18E-02 5.98E-03 9.57E-04 6.97E-02 409 UCART1 557189.4 3777513 557189.4, 3777513.38 204.3871 228.47896 174.64356 174.7471 1.98E-02 3.94E-02 5.65E-03 9.05E-04 6.58E-02 410 UCART1 557209.4 3777513 557209.4, 3777513.38 194.9428 217.55775 161.61493 161.7286 1.89E-02 3.76E-02 5.23E-03 8.37E-04 6.25E-02 411 UCART1 557229.4 3777513 557229.4, 3777513.38 177.2208 195.17481 146.85838 146.9285 1.72E-02 3.37E-02 4.75E-03 7.61E-04 5.64E-02 412 UCART1 557249.4 3777513 557249.4, 3777513.38 166.2526 186.18142 142.61289 142.666 1.61E-02 3.21E-02 4.62E-03 7.39E-04 5.36E-02 413 UCART1 557269.4 3777513 557269.4, 3777513.38 159.2801 178.25544 137.42956 137.4914 1.55E-02 3.08E-02 4.45E-03 7.12E-04 5.14E-02 414 UCART1 557289.4 3777513 557289.4, 3777513.38 156.4493 175.4188 132.65214 132.6667 1.52E-02 3.03E-02 4.29E-03 6.87E-04 5.04E-02 415 UCART1 557309.4 3777513 557309.4, 3777513.38 149.6512 167.55641 137.38778 137.4137 1.45E-02 2.89E-02 4.45E-03 7.12E-04 4.86E-02 416 UCART1 557329.4 3777513 557329.4, 3777513.38 141.7435 159.05018 139.59503 139.6306 1.38E-02 2.75E-02 4.52E-03 7.23E-04 4.65E-02 417 UCART1 557349.4 3777513 557349.4, 3777513.38 144.7102 157.70332 139.48063 139.5214 1.40E-02 2.72E-02 4.51E-03 7.22E-04 4.65E-02 418 UCART1 557369.4 3777513 557369.4, 3777513.38 150.7297 164.49481 139.02305 139.0635 1.46E-02 2.84E-02 4.50E-03 7.20E-04 4.82E-02 419 UCART1 557389.4 3777513 557389.4, 3777513.38 153.8366 170.45807 137.55379 137.5998 1.49E-02 2.94E-02 4.45E-03 7.12E-04 4.95E-02 420 UCART1 557409.4 3777513 557409.4, 3777513.38 153.793 171.94412 134.425 134.4747 1.49E-02 2.97E-02 4.35E-03 6.96E-04 4.97E-02 421 UCART1 557429.4 3777513 557429.4, 3777513.38 153.7385 171.86771 129.23486 129.2864 1.49E-02 2.97E-02 4.18E-03 6.69E-04 4.94E-02 422 UCART1 557449.4 3777513 557449.4, 3777513.38 151.0209 169.68296 123.23431 123.2863 1.47E-02 2.93E-02 3.99E-03 6.38E-04 4.86E-02 423 UCART1 557469.4 3777513 557469.4, 3777513.38 146.0048 164.0627 116.63477 116.6861 1.42E-02 2.83E-02 3.77E-03 6.04E-04 4.69E-02 424 UCART1 557489.4 3777513 557489.4, 3777513.38 139.0216 155.53613 114.1936 114.2258 1.35E-02 2.68E-02 3.70E-03 5.91E-04 4.46E-02 425 UCART1 556509.4 3777533 556509.4, 3777533.38 535.3284 598.19623 458.83513 458.6186 5.20E-02 1.03E-01 1.48E-02 2.37E-03 1.72E-01 426 UCART1 556529.4 3777533 556529.4, 3777533.38 561.9968 628.80837 488.1835 488.2678 5.46E-02 1.09E-01 1.58E-02 2.53E-03 1.81E-01 427 UCART1 556549.4 3777533 556549.4, 3777533.38 570.8044 637.25084 504.54974 504.4377 5.54E-02 1.10E-01 1.63E-02 2.61E-03 1.84E-01 428 UCART1 556569.4 3777533 556569.4, 3777533.38 605.4815 676.33769 524.00341 524.0574 5.88E-02 1.17E-01 1.70E-02 2.71E-03 1.95E-01 429 UCART1 556589.4 3777533 556589.4, 3777533.38 591.9928 660.72799 555.68655 555.7838 5.75E-02 1.14E-01 1.80E-02 2.88E-03 1.92E-01 430 UCART1 556609.4 3777533 556609.4, 3777533.38 617.7257 689.5681 545.3624 545.2922 6.00E-02 1.19E-01 1.76E-02 2.82E-03 1.99E-01 431 UCART1 556629.4 3777533 556629.4, 3777533.38 648.8428 723.90549 573.68841 573.7066 6.30E-02 1.25E-01 1.86E-02 2.97E-03 2.09E-01 432 UCART1 556649.4 3777533 556649.4, 3777533.38 646.6978 715.05406 607.24079 607.4092 6.28E-02 1.23E-01 1.97E-02 3.15E-03 2.09E-01 433 UCART1 556669.4 3777533 556669.4, 3777533.38 533.0716 561.18108 604.29778 604.9029 5.18E-02 9.69E-02 1.96E-02 3.13E-03 1.71E-01 434 UCART1 556689.4 3777533 556689.4, 3777533.38 409.0214 455.0169 522.70668 523.9012 3.97E-02 7.85E-02 1.69E-02 2.71E-03 1.38E-01 435 UCART1 556709.4 3777533 556709.4, 3777533.38 396.8932 435.17745 393.59351 394.7018 3.85E-02 7.51E-02 1.27E-02 2.04E-03 1.28E-01 436 UCART1 556729.4 3777533 556729.4, 3777533.38 431.3554 478.75829 381.49489 381.2707 4.19E-02 8.26E-02 1.23E-02 1.97E-03 1.39E-01 437 UCART1 556749.4 3777533 556749.4, 3777533.38 416.034 456.23138 401.8077 401.9497 4.04E-02 7.87E-02 1.30E-02 2.08E-03 1.34E-01 438 UCART1 556769.4 3777533 556769.4, 3777533.38 441.8812 490.31914 406.47587 406.4326 4.29E-02 8.46E-02 1.32E-02 2.10E-03 1.43E-01 439 UCART1 556789.4 3777533 556789.4, 3777533.38 437.4229 482.64 415.95221 416.0967 4.25E-02 8.33E-02 1.35E-02 2.15E-03 1.41E-01 440 UCART1 556809.4 3777533 556809.4, 3777533.38 443.6495 492.4754 411.81346 411.9071 4.31E-02 8.50E-02 1.33E-02 2.13E-03 1.44E-01 441 UCART1 556829.4 3777533 556829.4, 3777533.38 440.0587 487.92525 411.71049 411.8804 4.27E-02 8.42E-02 1.33E-02 2.13E-03 1.42E-01 442 UCART1 556849.4 3777533 556849.4, 3777533.38 455.9173 505.99748 423.25061 423.3865 4.43E-02 8.73E-02 1.37E-02 2.19E-03 1.47E-01 443 UCART1 556869.4 3777533 556869.4, 3777533.38 476.204 526.6448 445.47868 445.4262 4.62E-02 9.09E-02 1.44E-02 2.31E-03 1.54E-01 444 UCART1 556889.4 3777533 556889.4, 3777533.38 479.0542 531.12114 447.17991 447.2318 4.65E-02 9.17E-02 1.45E-02 2.32E-03 1.55E-01 445 UCART1 556909.4 3777533 556909.4, 3777533.38 472.3713 524.37655 440.37565 440.4985 4.59E-02 9.05E-02 1.43E-02 2.28E-03 1.53E-01 446 UCART1 556929.4 3777533 556929.4, 3777533.38 459.2162 508.03283 426.65559 427.0705 4.46E-02 8.77E-02 1.38E-02 2.21E-03 1.48E-01 447 UCART1 556949.4 3777533 556949.4, 3777533.38 446.2341 493.93909 418.22109 418.3207 4.33E-02 8.53E-02 1.35E-02 2.17E-03 1.44E-01 448 UCART1 556969.4 3777533 556969.4, 3777533.38 441.4921 491.44088 405.36689 405.6031 4.29E-02 8.48E-02 1.31E-02 2.10E-03 1.43E-01 449 UCART1 556989.4 3777533 556989.4, 3777533.38 429.9875 479.03617 388.13053 388.4462 4.17E-02 8.27E-02 1.26E-02 2.01E-03 1.39E-01 450 UCART1 557009.4 3777533 557009.4, 3777533.38 418.546 466.66539 382.31162 382.4454 4.06E-02 8.05E-02 1.24E-02 1.98E-03 1.36E-01 451 UCART1 557029.4 3777533 557029.4, 3777533.38 407.7334 454.42187 363.49099 363.7608 3.96E-02 7.84E-02 1.18E-02 1.88E-03 1.32E-01 452 UCART1 557049.4 3777533 557049.4, 3777533.38 371.1185 408.35782 322.60361 323.0147 3.60E-02 7.05E-02 1.04E-02 1.67E-03 1.19E-01 453 UCART1 557069.4 3777533 557069.4, 3777533.38 307.7883 330.86397 267.3373 267.7364 2.99E-02 5.71E-02 8.65E-03 1.39E-03 9.70E-02 454 UCART1 557089.4 3777533 557089.4, 3777533.38 234.4533 259.05643 212.25263 212.6229 2.28E-02 4.47E-02 6.87E-03 1.10E-03 7.54E-02 455 UCART1 557109.4 3777533 557109.4, 3777533.38 212.0405 236.84775 198.108 198.1283 2.06E-02 4.09E-02 6.41E-03 1.03E-03 6.89E-02

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(Point
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g (Point
Source)
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source) total
456 UCART1 557129.4 3777533 557129.4, 3777533.38 217.3164 238.79703 199.76317 199.8326 2.11E-02 4.12E-02 6.46E-03 1.03E-03 6.98E-02 457 UCART1 557149.4 3777533 557149.4, 3777533.38 222.3404 248.33948 192.6032 192.7101 2.16E-02 4.29E-02 6.23E-03 9.98E-04 7.17E-02 458 UCART1 557169.4 3777533 557169.4, 3777533.38 212.4853 237.2097 177.83442 177.9118 2.06E-02 4.09E-02 5.76E-03 9.21E-04 6.82E-02 459 UCART1 557189.4 3777533 557189.4, 3777533.38 198.4815 222.22376 168.56076 168.6322 1.93E-02 3.84E-02 5.46E-03 8.73E-04 6.40E-02 460 UCART1 557209.4 3777533 557209.4, 3777533.38 188.9946 211.24907 161.24536 161.3339 1.83E-02 3.65E-02 5.22E-03 8.35E-04 6.09E-02 461 UCART1 557229.4 3777533 557229.4, 3777533.38 179.8803 200.9368 149.04093 149.1384 1.75E-02 3.47E-02 4.82E-03 7.72E-04 5.77E-02 462 UCART1 557249.4 3777533 557249.4, 3777533.38 165.9246 183.19608 135.85459 135.9509 1.61E-02 3.16E-02 4.40E-03 7.04E-04 5.28E-02 463 UCART1 557269.4 3777533 557269.4, 3777533.38 153.9816 172.43037 130.80821 130.8505 1.49E-02 2.98E-02 4.23E-03 6.78E-04 4.96E-02 464 UCART1 557289.4 3777533 557289.4, 3777533.38 148.2183 166.04333 127.32873 127.3795 1.44E-02 2.87E-02 4.12E-03 6.60E-04 4.78E-02 465 UCART1 557309.4 3777533 557309.4, 3777533.38 145.3325 162.75375 121.84058 121.8968 1.41E-02 2.81E-02 3.94E-03 6.31E-04 4.68E-02 466 UCART1 557329.4 3777533 557329.4, 3777533.38 140.6205 157.6961 122.999 123.0156 1.37E-02 2.72E-02 3.98E-03 6.37E-04 4.55E-02 467 UCART1 557349.4 3777533 557349.4, 3777533.38 132.7816 148.42288 126.25216 126.2776 1.29E-02 2.56E-02 4.09E-03 6.54E-04 4.32E-02 468 UCART1 557369.4 3777533 557369.4, 3777533.38 129.974 142.99297 127.31886 127.3495 1.26E-02 2.47E-02 4.12E-03 6.59E-04 4.21E-02 469 UCART1 557389.4 3777533 557389.4, 3777533.38 134.802 146.38273 126.4458 126.4822 1.31E-02 2.53E-02 4.09E-03 6.55E-04 4.31E-02 470 UCART1 557409.4 3777533 557409.4, 3777533.38 139.7123 153.30676 126.72528 126.7612 1.36E-02 2.65E-02 4.10E-03 6.56E-04 4.48E-02 471 UCART1 557429.4 3777533 557429.4, 3777533.38 141.4165 157.21532 124.9766 125.0168 1.37E-02 2.71E-02 4.04E-03 6.47E-04 4.56E-02 472 UCART1 557449.4 3777533 557449.4, 3777533.38 141.3545 157.46875 122.00428 122.0474 1.37E-02 2.72E-02 3.95E-03 6.32E-04 4.55E-02 473 UCART1 557469.4 3777533 557469.4, 3777533.38 140.8407 157.65969 117.43111 117.4756 1.37E-02 2.72E-02 3.80E-03 6.08E-04 4.53E-02 474 UCART1 557489.4 3777533 557489.4, 3777533.38 138.0617 155.17791 112.13223 112.1771 1.34E-02 2.68E-02 3.63E-03 5.81E-04 4.44E-02 475 UCART1 556509.4 3777553 556509.4, 3777553.38 518.0482 579.44469 448.49587 448.57 5.03E-02 1.00E-01 1.45E-02 2.32E-03 1.67E-01 476 UCART1 556529.4 3777553 556529.4, 3777553.38 528.9305 590.50232 462.04519 461.9246 5.14E-02 1.02E-01 1.50E-02 2.39E-03 1.71E-01 477 UCART1 556549.4 3777553 556549.4, 3777553.38 559.0571 625.20442 478.57088 478.5765 5.43E-02 1.08E-01 1.55E-02 2.48E-03 1.80E-01 478 UCART1 556569.4 3777553 556569.4, 3777553.38 540.2026 604.04493 508.10797 508.1179 5.24E-02 1.04E-01 1.64E-02 2.63E-03 1.76E-01 479 UCART1 556589.4 3777553 556589.4, 3777553.38 564.452 630.82253 507.57351 507.9934 5.48E-02 1.09E-01 1.64E-02 2.63E-03 1.83E-01 480 UCART1 556609.4 3777553 556609.4, 3777553.38 587.3981 653.89898 515.13071 515.0024 5.70E-02 1.13E-01 1.67E-02 2.67E-03 1.89E-01 481 UCART1 556629.4 3777553 556629.4, 3777553.38 609.8035 679.4323 546.8535 546.7804 5.92E-02 1.17E-01 1.77E-02 2.83E-03 1.97E-01 482 UCART1 556649.4 3777553 556649.4, 3777553.38 553.8413 599.45821 566.95874 567.2335 5.38E-02 1.03E-01 1.83E-02 2.94E-03 1.79E-01 483 UCART1 556669.4 3777553 556669.4, 3777553.38 412.1994 418.49726 519.54408 520.386 4.00E-02 7.22E-02 1.68E-02 2.69E-03 1.32E-01 484 UCART1 556689.4 3777553 556689.4, 3777553.38 379.5322 421.88042 416.12036 417.3068 3.68E-02 7.28E-02 1.35E-02 2.16E-03 1.25E-01 485 UCART1 556709.4 3777553 556709.4, 3777553.38 372.1642 407.86521 347.15683 347.3567 3.61E-02 7.04E-02 1.12E-02 1.80E-03 1.20E-01 486 UCART1 556729.4 3777553 556729.4, 3777553.38 402.4304 447.31587 361.23336 361.1408 3.91E-02 7.72E-02 1.17E-02 1.87E-03 1.30E-01 487 UCART1 556749.4 3777553 556749.4, 3777553.38 394.0556 434.70581 363.96908 364.1974 3.83E-02 7.50E-02 1.18E-02 1.89E-03 1.27E-01 488 UCART1 556769.4 3777553 556769.4, 3777553.38 410.6771 455.64279 374.82714 374.8747 3.99E-02 7.86E-02 1.21E-02 1.94E-03 1.33E-01 489 UCART1 556789.4 3777553 556789.4, 3777553.38 401.679 442.96185 380.11719 380.3132 3.90E-02 7.65E-02 1.23E-02 1.97E-03 1.30E-01 490 UCART1 556809.4 3777553 556809.4, 3777553.38 412.0509 457.73549 379.06119 379.1863 4.00E-02 7.90E-02 1.23E-02 1.96E-03 1.33E-01 491 UCART1 556829.4 3777553 556829.4, 3777553.38 407.6532 452.36906 377.32601 377.4997 3.96E-02 7.81E-02 1.22E-02 1.95E-03 1.32E-01 492 UCART1 556849.4 3777553 556849.4, 3777553.38 423.1977 470.05542 388.96569 389.0848 4.11E-02 8.11E-02 1.26E-02 2.01E-03 1.37E-01 493 UCART1 556869.4 3777553 556869.4, 3777553.38 439.6238 485.93374 407.18897 407.1113 4.27E-02 8.39E-02 1.32E-02 2.11E-03 1.42E-01 494 UCART1 556889.4 3777553 556889.4, 3777553.38 441.4841 489.9574 410.72301 410.9569 4.29E-02 8.46E-02 1.33E-02 2.13E-03 1.43E-01 495 UCART1 556909.4 3777553 556909.4, 3777553.38 435.7745 482.84153 403.8872 403.9236 4.23E-02 8.33E-02 1.31E-02 2.09E-03 1.41E-01 496 UCART1 556929.4 3777553 556929.4, 3777553.38 437.2298 485.79837 401.84975 402.1397 4.24E-02 8.38E-02 1.30E-02 2.08E-03 1.41E-01 497 UCART1 556949.4 3777553 556949.4, 3777553.38 412.8048 459.33788 378.91074 379.1017 4.01E-02 7.93E-02 1.23E-02 1.96E-03 1.34E-01 498 UCART1 556969.4 3777553 556969.4, 3777553.38 412.2199 458.89793 374.00546 374.1075 4.00E-02 7.92E-02 1.21E-02 1.94E-03 1.33E-01 499 UCART1 556989.4 3777553 556989.4, 3777553.38 399.8891 445.3666 363.06009 363.2426 3.88E-02 7.69E-02 1.17E-02 1.88E-03 1.29E-01 500 UCART1 557009.4 3777553 557009.4, 3777553.38 386.6905 430.32464 352.62955 352.7974 3.75E-02 7.43E-02 1.14E-02 1.83E-03 1.25E-01 501 UCART1 557029.4 3777553 557029.4, 3777553.38 383.6888 428.15396 343.35571 343.5713 3.73E-02 7.39E-02 1.11E-02 1.78E-03 1.24E-01 502 UCART1 557049.4 3777553 557049.4, 3777553.38 366.5371 408.49553 319.53131 319.8303 3.56E-02 7.05E-02 1.03E-02 1.66E-03 1.18E-01 503 UCART1 557069.4 3777553 557069.4, 3777553.38 318.6525 350.80135 275.29035 275.675 3.09E-02 6.05E-02 8.91E-03 1.43E-03 1.02E-01 504 UCART1 557089.4 3777553 557089.4, 3777553.38 259.2036 273.28787 227.37158 227.7036 2.52E-02 4.72E-02 7.36E-03 1.18E-03 8.09E-02 505 UCART1 557109.4 3777553 557109.4, 3777553.38 209.1084 232.33778 179.38822 179.7041 2.03E-02 4.01E-02 5.81E-03 9.31E-04 6.71E-02 506 UCART1 557129.4 3777553 557129.4, 3777553.38 193.6377 216.18326 182.36062 182.3849 1.88E-02 3.73E-02 5.90E-03 9.44E-04 6.30E-02 507 UCART1 557149.4 3777553 557149.4, 3777553.38 202.1962 223.05414 182.77513 182.8397 1.96E-02 3.85E-02 5.92E-03 9.47E-04 6.50E-02 508 UCART1 557169.4 3777553 557169.4, 3777553.38 204.5641 228.73713 175.47483 175.5698 1.99E-02 3.95E-02 5.68E-03 9.09E-04 6.59E-02 509 UCART1 557189.4 3777553 557189.4, 3777553.38 195.1418 217.7584 162.91581 162.9831 1.89E-02 3.76E-02 5.27E-03 8.44E-04 6.26E-02 510 UCART1 557209.4 3777553 557209.4, 3777553.38 183.4805 205.48061 154.9967 155.0577 1.78E-02 3.55E-02 5.02E-03 8.03E-04 5.91E-02 511 UCART1 557229.4 3777553 557229.4, 3777553.38 173.9917 194.47817 148.16894 148.2447 1.69E-02 3.36E-02 4.80E-03 7.68E-04 5.60E-02 512 UCART1 557249.4 3777553 557249.4, 3777553.38 167.1361 186.83559 138.42735 138.5118 1.62E-02 3.22E-02 4.48E-03 7.17E-04 5.37E-02 513 UCART1 557269.4 3777553 557269.4, 3777553.38 154.9797 171.49468 126.83305 126.9208 1.50E-02 2.96E-02 4.10E-03 6.57E-04 4.94E-02 514 UCART1 557289.4 3777553 557289.4, 3777553.38 143.021 160.07725 120.64734 120.6956 1.39E-02 2.76E-02 3.90E-03 6.25E-04 4.60E-02 515 UCART1 557309.4 3777553 557309.4, 3777553.38 138.1183 154.70131 118.10088 118.1426 1.34E-02 2.67E-02 3.82E-03 6.12E-04 4.45E-02 516 UCART1 557329.4 3777553 557329.4, 3777553.38 134.773 150.62321 113.9464 113.9937 1.31E-02 2.60E-02 3.69E-03 5.90E-04 4.34E-02 517 UCART1 557349.4 3777553 557349.4, 3777553.38 131.968 148.06166 110.17302 110.1825 1.28E-02 2.56E-02 3.57E-03 5.71E-04 4.25E-02 518 UCART1 557369.4 3777553 557369.4, 3777553.38 126.0841 141.05591 114.10477 114.1222 1.22E-02 2.43E-02 3.69E-03 5.91E-04 4.09E-02 519 UCART1 557389.4 3777553 557389.4, 3777553.38 120.0426 134.73489 115.94769 115.972 1.17E-02 2.33E-02 3.75E-03 6.01E-04 3.93E-02 520 UCART1 557409.4 3777553 557409.4, 3777553.38 121.335 132.232 116.63732 116.6655 1.18E-02 2.28E-02 3.77E-03 6.04E-04 3.90E-02

Page 2173 of 2762 ends

X Y X, Y
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source)
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source) total
521 UCART1 557429.4 3777553 557429.4, 3777553.38 126.2644 136.99967 116.2265 116.2539 1.23E-02 2.36E-02 3.76E-03 6.02E-04 4.03E-02 522 UCART1 557449.4 3777553 557449.4, 3777553.38 129.6629 142.94785 115.99604 116.028 1.26E-02 2.47E-02 3.75E-03 6.01E-04 4.16E-02 523 UCART1 557469.4 3777553 557469.4, 3777553.38 130.473 145.42857 114.2232 114.2586 1.27E-02 2.51E-02 3.70E-03 5.92E-04 4.21E-02 524 UCART1 557489.4 3777553 557489.4, 3777553.38 129.891 144.44319 110.90294 110.9404 1.26E-02 2.49E-02 3.59E-03 5.74E-04 4.17E-02 525 1 557438.9 3777337 557438.91, 3777336.71 186.9691 209.6783 153.09053 153.1553 1.82E-02 3.62E-02 4.95E-03 7.93E-04 6.01E-02 526 1 556615.9 3777137 556615.91, 3777136.99 1432.159 1608.72076 1107.18375 1106.134 1.39E-01 2.78E-01 3.58E-02 5.73E-03 4.58E-01 527 1 556586.4 3777056 556586.37, 3777056.16 1057.992 1178.74221 1030.68379 1029.919 1.03E-01 2.03E-01 3.34E-02 5.33E-03 3.45E-01 528 UCART4 556672.4 3776929 556672.35, 3776929.14 986.0725 1088.688 772.45949 772.1467 9.57E-02 1.88E-01 2.50E-02 4.00E-03 3.13E-01 529 UCART4 556692.4 3776929 556692.35, 3776929.14 973.5871 1066.98976 734.45509 734.7918 9.45E-02 1.84E-01 2.38E-02 3.80E-03 3.06E-01 530 UCART4 556712.4 3776929 556712.35, 3776929.14 968.736 1065.41422 763.60463 763.4313 9.41E-02 1.84E-01 2.47E-02 3.95E-03 3.07E-01 531 UCART4 556732.4 3776929 556732.35, 3776929.14 1014.244 1115.00361 792.93497 792.8745 9.85E-02 1.92E-01 2.57E-02 4.11E-03 3.21E-01 532 UCART4 556752.4 3776929 556752.35, 3776929.14 1086.014 1189.82005 878.99429 878.1992 1.05E-01 2.05E-01 2.84E-02 4.55E-03 3.44E-01 533 UCART4 556772.4 3776929 556772.35, 3776929.14 1086.411 1178.25664 867.04161 867.3597 1.05E-01 2.03E-01 2.81E-02 4.49E-03 3.41E-01 534 UCART4 556792.4 3776929 556792.35, 3776929.14 1096.346 1196.65146 875.93285 876.0117 1.06E-01 2.07E-01 2.83E-02 4.54E-03 3.46E-01 535 UCART4 556812.4 3776929 556812.35, 3776929.14 1126.761 1231.22106 907.86302 907.6326 1.09E-01 2.13E-01 2.94E-02 4.70E-03 3.56E-01 536 UCART4 556832.4 3776929 556832.35, 3776929.14 1137.241 1238.33761 926.08836 925.915 1.10E-01 2.14E-01 3.00E-02 4.79E-03 3.59E-01 537 UCART4 556852.4 3776929 556852.35, 3776929.14 1089.011 1177.36296 912.83795 913.1494 1.06E-01 2.03E-01 2.95E-02 4.73E-03 3.43E-01 538 UCART4 556672.4 3776949 556672.35, 3776949.14 1056.692 1167.50627 818.76919 817.9675 1.03E-01 2.02E-01 2.65E-02 4.24E-03 3.35E-01 539 UCART4 556692.4 3776949 556692.35, 3776949.14 1107.163 1222.02861 845.83819 845.568 1.07E-01 2.11E-01 2.74E-02 4.38E-03 3.50E-01 540 UCART4 556712.4 3776949 556712.35, 3776949.14 1026.513 1128.29506 823.67249 823.2163 9.97E-02 1.95E-01 2.67E-02 4.26E-03 3.25E-01 541 UCART4 556732.4 3776949 556732.35, 3776949.14 1073.448 1173.74699 866.72713 866.1102 1.04E-01 2.03E-01 2.80E-02 4.48E-03 3.39E-01 542 UCART4 556752.4 3776949 556752.35, 3776949.14 1112.91 1205.54104 919.418 918.3252 1.08E-01 2.08E-01 2.98E-02 4.76E-03 3.51E-01 543 UCART4 556772.4 3776949 556772.35, 3776949.14 1223.26 1334.60684 970.9368 970.8672 1.19E-01 2.30E-01 3.14E-02 5.03E-03 3.86E-01 544 UCART4 556792.4 3776949 556792.35, 3776949.14 1219.847 1332.54656 976.39045 976.1198 1.18E-01 2.30E-01 3.16E-02 5.05E-03 3.85E-01 545 UCART4 556812.4 3776949 556812.35, 3776949.14 1237.744 1349.95686 999.18597 998.651 1.20E-01 2.33E-01 3.23E-02 5.17E-03 3.91E-01 546 UCART4 556832.4 3776949 556832.35, 3776949.14 1240.837 1348.27392 1019.06101 1018.703 1.20E-01 2.33E-01 3.30E-02 5.27E-03 3.91E-01 547 UCART4 556852.4 3776949 556852.35, 3776949.14 1188.485 1281.97246 1001.96822 1002.32 1.15E-01 2.21E-01 3.24E-02 5.19E-03 3.74E-01 548 UCART4 556672.4 3776969 556672.35, 3776969.14 1176.874 1300.44223 903.54491 903.3623 1.14E-01 2.24E-01 2.92E-02 4.68E-03 3.73E-01 549 UCART4 556692.4 3776969 556692.35, 3776969.14 1167.002 1282.77336 931.0544 930.3574 1.13E-01 2.21E-01 3.01E-02 4.82E-03 3.70E-01 550 UCART4 556712.4 3776969 556712.35, 3776969.14 1212.915 1327.84245 913.70364 913.9179 1.18E-01 2.29E-01 2.96E-02 4.73E-03 3.81E-01 551 UCART4 556732.4 3776969 556732.35, 3776969.14 1171.173 1281.9168 929.90708 929.6534 1.14E-01 2.21E-01 3.01E-02 4.81E-03 3.70E-01 552 UCART4 556752.4 3776969 556752.35, 3776969.14 1222.114 1335.14337 953.85991 953.9814 1.19E-01 2.30E-01 3.09E-02 4.94E-03 3.85E-01 553 UCART4 556772.4 3776969 556772.35, 3776969.14 1345.887 1467.07932 1078.10991 1077.483 1.31E-01 2.53E-01 3.49E-02 5.58E-03 4.24E-01 554 UCART4 556792.4 3776969 556792.35, 3776969.14 1334.411 1453.12867 1075.61223 1074.821 1.30E-01 2.51E-01 3.48E-02 5.57E-03 4.21E-01 555 UCART4 556812.4 3776969 556812.35, 3776969.14 1352.214 1469.34922 1095.06953 1094.462 1.31E-01 2.54E-01 3.54E-02 5.67E-03 4.26E-01 556 UCART4 556832.4 3776969 556832.35, 3776969.14 1368.642 1482.95575 1129.60658 1128.986 1.33E-01 2.56E-01 3.66E-02 5.85E-03 4.31E-01 557 UCART4 556852.4 3776969 556852.35, 3776969.14 1304.846 1406.59418 1108.47892 1108.884 1.27E-01 2.43E-01 3.59E-02 5.74E-03 4.11E-01 558 UCART4 556672.4 3776989 556672.35, 3776989.14 1258.467 1388.91687 982.65933 981.6734 1.22E-01 2.40E-01 3.18E-02 5.08E-03 3.99E-01 559 UCART4 556692.4 3776989 556692.35, 3776989.14 1326.155 1461.87003 1003.66436 1003.063 1.29E-01 2.52E-01 3.25E-02 5.19E-03 4.19E-01 560 UCART4 556712.4 3776989 556712.35, 3776989.14 1344.188 1477.25897 1050.48487 1050.039 1.31E-01 2.55E-01 3.40E-02 5.44E-03 4.25E-01 561 UCART4 556732.4 3776989 556732.35, 3776989.14 1279.549 1404.8856 1018.91354 1018.137 1.24E-01 2.42E-01 3.30E-02 5.27E-03 4.05E-01 562 UCART4 556752.4 3776989 556752.35, 3776989.14 1334.562 1454.16729 1079.04589 1078.339 1.30E-01 2.51E-01 3.49E-02 5.58E-03 4.21E-01 563 UCART4 556772.4 3776989 556772.35, 3776989.14 1433.905 1557.27384 1174.36384 1172.963 1.39E-01 2.69E-01 3.80E-02 6.07E-03 4.52E-01 564 UCART4 556792.4 3776989 556792.35, 3776989.14 1437.605 1549.78607 1189.80762 1188.678 1.40E-01 2.67E-01 3.85E-02 6.15E-03 4.52E-01 565 UCART4 556812.4 3776989 556812.35, 3776989.14 1480.501 1603.76623 1215.21039 1214.76 1.44E-01 2.77E-01 3.93E-02 6.29E-03 4.66E-01 566 UCART4 556832.4 3776989 556832.35, 3776989.14 1511.187 1631.17319 1254.6396 1253.631 1.47E-01 2.82E-01 4.06E-02 6.49E-03 4.75E-01 567 UCART4 556852.4 3776989 556852.35, 3776989.14 1445.32 1557.18795 1236.85486 1237.332 1.40E-01 2.69E-01 4.00E-02 6.41E-03 4.56E-01 568 UCART4 556672.4 3777009 556672.35, 3777009.14 1307.734 1448.15342 1058.69053 1057.981 1.27E-01 2.50E-01 3.43E-02 5.48E-03 4.17E-01 569 UCART4 556692.4 3777009 556692.35, 3777009.14 1412.145 1551.00898 1123.84961 1122.863 1.37E-01 2.68E-01 3.64E-02 5.81E-03 4.47E-01 570 UCART4 556712.4 3777009 556712.35, 3777009.14 1487.153 1628.61946 1133.70455 1132.268 1.44E-01 2.81E-01 3.67E-02 5.86E-03 4.68E-01 571 UCART4 556732.4 3777009 556732.35, 3777009.14 1543.407 1691.1703 1169.90315 1169.774 1.50E-01 2.92E-01 3.79E-02 6.06E-03 4.86E-01 572 UCART4 556752.4 3777009 556752.35, 3777009.14 1457.537 1584.46511 1173.98083 1173.603 1.42E-01 2.73E-01 3.80E-02 6.08E-03 4.59E-01 573 UCART4 556772.4 3777009 556772.35, 3777009.14 1505.55 1628.84176 1258.89927 1256.763 1.46E-01 2.81E-01 4.07E-02 6.51E-03 4.75E-01 574 UCART4 556792.4 3777009 556792.35, 3777009.14 1679.45 1814.84594 1346.34701 1346.414 1.63E-01 3.13E-01 4.36E-02 6.97E-03 5.27E-01 575 UCART4 556812.4 3777009 556812.35, 3777009.14 1620.034 1744.16927 1356.86061 1355.527 1.57E-01 3.01E-01 4.39E-02 7.02E-03 5.09E-01 576 UCART4 556832.4 3777009 556832.35, 3777009.14 1671.134 1794.92605 1398.38313 1396.805 1.62E-01 3.10E-01 4.53E-02 7.23E-03 5.25E-01 577 UCART4 556852.4 3777009 556852.35, 3777009.14 1626.296 1745.0452 1392.64862 1393.224 1.58E-01 3.01E-01 4.51E-02 7.21E-03 5.11E-01 578 UCART4 556672.4 3777029 556672.35, 3777029.14 1461.476 1617.86919 1083.7107 1082.908 1.42E-01 2.79E-01 3.51E-02 5.61E-03 4.62E-01 579 UCART4 556692.4 3777029 556692.35, 3777029.14 1502.577 1660.25926 1209.58275 1208.822 1.46E-01 2.87E-01 3.91E-02 6.26E-03 4.78E-01 580 UCART4 556712.4 3777029 556712.35, 3777029.14 1610.212 1772.58378 1298.29561 1297.423 1.56E-01 3.06E-01 4.20E-02 6.72E-03 5.11E-01 581 UCART4 556732.4 3777029 556732.35, 3777029.14 1665.216 1815.54225 1337.96593 1336.719 1.62E-01 3.13E-01 4.33E-02 6.92E-03 5.25E-01 582 UCART4 556752.4 3777029 556752.35, 3777029.14 1704.592 1842.97701 1306.8483 1305.436 1.65E-01 3.18E-01 4.23E-02 6.76E-03 5.33E-01 583 UCART4 556772.4 3777029 556772.35, 3777029.14 1708.889 1849.03205 1392.89147 1392.168 1.66E-01 3.19E-01 4.51E-02 7.21E-03 5.37E-01 584 UCART4 556792.4 3777029 556792.35, 3777029.14 1897.968 2047.74246 1543.65352 1542.581 1.84E-01 3.53E-01 5.00E-02 7.99E-03 5.96E-01 585 UCART4 556812.4 3777029 556812.35, 3777029.14 1851.215 1989.28731 1526.22994 1526.015 1.80E-01 3.43E-01 4.94E-02 7.90E-03 5.80E-01

Page 2174 of 2762 ends

X Y X, Y
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source)
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source) total
586 UCART4 556832.4 3777029 556832.35, 3777029.14 1858.844 1984.42843 1574.57961 1572.155 1.80E-01 3.43E-01 5.10E-02 8.14E-03 5.82E-01 587 UCART4 556852.4 3777029 556852.35, 3777029.14 1840.137 1966.8182 1583.02947 1583.737 1.79E-01 3.39E-01 5.12E-02 8.20E-03 5.78E-01 588 UCART4 556672.4 3777049 556672.35, 3777049.14 1503.022 1664.32914 1219.64695 1218.541 1.46E-01 2.87E-01 3.95E-02 6.31E-03 4.79E-01 589 UCART4 556692.4 3777049 556692.35, 3777049.14 1697.344 1876.06657 1258.24812 1257.219 1.65E-01 3.24E-01 4.07E-02 6.51E-03 5.36E-01 590 UCART4 556712.4 3777049 556712.35, 3777049.14 1771.443 1937.91619 1408.31276 1407.548 1.72E-01 3.34E-01 4.56E-02 7.29E-03 5.59E-01 591 UCART4 556732.4 3777049 556732.35, 3777049.14 1905.872 2080.59765 1497.17448 1496.645 1.85E-01 3.59E-01 4.85E-02 7.75E-03 6.00E-01 592 UCART4 556752.4 3777049 556752.35, 3777049.14 1991.587 2168.57925 1559.14374 1558.543 1.93E-01 3.74E-01 5.05E-02 8.07E-03 6.26E-01 593 UCART4 556772.4 3777049 556772.35, 3777049.14 1877.794 2020.47641 1554.6295 1554.045 1.82E-01 3.49E-01 5.03E-02 8.05E-03 5.89E-01 594 UCART4 556792.4 3777049 556792.35, 3777049.14 2049.079 2189.99024 1722.41634 1720.223 1.99E-01 3.78E-01 5.57E-02 8.91E-03 6.42E-01 595 UCART4 556812.4 3777049 556812.35, 3777049.14 2103.615 2249.46281 1764.11756 1762.511 2.04E-01 3.88E-01 5.71E-02 9.13E-03 6.59E-01 596 UCART4 556832.4 3777049 556832.35, 3777049.14 2074.192 2198.64883 1785.45075 1781.732 2.01E-01 3.79E-01 5.78E-02 9.23E-03 6.48E-01 597 UCART4 556852.4 3777049 556852.35, 3777049.14 2094.964 2226.70909 1822.48431 1823.388 2.03E-01 3.84E-01 5.90E-02 9.44E-03 6.56E-01 598 UCART3 556927.5 3776960 556927.54, 3776959.53 1241.083 1353.504 1005.23171 1004.857 1.20E-01 2.34E-01 3.25E-02 5.20E-03 3.92E-01 599 UCART3 556947.5 3776960 556947.54, 3776959.53 1175.681 1285.09091 982.36369 982.5518 1.14E-01 2.22E-01 3.18E-02 5.09E-03 3.73E-01 600 UCART3 556967.5 3776960 556967.54, 3776959.53 1145.163 1254.43581 930.1234 930.2798 1.11E-01 2.17E-01 3.01E-02 4.82E-03 3.63E-01 601 UCART3 556987.5 3776960 556987.54, 3776959.53 1063.336 1161.65855 893.36914 893.3951 1.03E-01 2.01E-01 2.89E-02 4.63E-03 3.37E-01 602 UCART3 557007.5 3776960 557007.54, 3776959.53 764.4127 788.58843 812.99409 813.9485 7.42E-02 1.36E-01 2.63E-02 4.21E-03 2.41E-01 603 UCART3 557027.5 3776960 557027.54, 3776959.53 420.9088 384.98436 623.61199 625.2449 4.09E-02 6.64E-02 2.02E-02 3.24E-03 1.31E-01 604 UCART3 557047.5 3776960 557047.54, 3776959.53 184.6273 187.31324 408.89276 410.4801 1.79E-02 3.23E-02 1.32E-02 2.13E-03 6.56E-02 605 UCART3 557067.5 3776960 557067.54, 3776959.53 162.6574 179.69926 235.07175 236.2363 1.58E-02 3.10E-02 7.61E-03 1.22E-03 5.56E-02 606 UCART3 557087.5 3776960 557087.54, 3776959.53 148.9609 163.50628 123.19261 123.8408 1.45E-02 2.82E-02 3.99E-03 6.41E-04 4.73E-02 607 UCART3 556927.5 3776980 556927.54, 3776979.53 1357.339 1479.17985 1117.44076 1116.649 1.32E-01 2.55E-01 3.62E-02 5.78E-03 4.29E-01 608 UCART3 556947.5 3776980 556947.54, 3776979.53 1292.573 1412.3645 1069.22842 1069.282 1.25E-01 2.44E-01 3.46E-02 5.54E-03 4.09E-01 609 UCART3 556967.5 3776980 556967.54, 3776979.53 1247.164 1365.80639 1025.06156 1025.205 1.21E-01 2.36E-01 3.32E-02 5.31E-03 3.95E-01 610 UCART3 556987.5 3776980 556987.54, 3776979.53 994.1222 1054.70149 962.8943 963.4592 9.65E-02 1.82E-01 3.12E-02 4.99E-03 3.15E-01 611 UCART3 557007.5 3776980 557007.54, 3776979.53 580.3909 556.439 777.16261 778.9237 5.63E-02 9.60E-02 2.52E-02 4.03E-03 1.82E-01 612 UCART3 557027.5 3776980 557027.54, 3776979.53 258.9194 214.28474 521.80203 523.7563 2.51E-02 3.70E-02 1.69E-02 2.71E-03 8.17E-02 613 UCART3 557047.5 3776980 557047.54, 3776979.53 185.6183 204.86433 300.23536 301.7369 1.80E-02 3.54E-02 9.72E-03 1.56E-03 6.47E-02 614 UCART3 557067.5 3776980 557067.54, 3776979.53 168.8048 185.08329 153.92437 154.7648 1.64E-02 3.19E-02 4.98E-03 8.01E-04 5.41E-02 615 UCART3 557087.5 3776980 557087.54, 3776979.53 172.7833 187.60087 127.28918 127.2347 1.68E-02 3.24E-02 4.12E-03 6.59E-04 5.39E-02 616 UCART3 556927.5 3777000 556927.54, 3776999.53 1478.707 1606.56948 1257.26915 1257.491 1.44E-01 2.77E-01 4.07E-02 6.51E-03 4.68E-01 617 UCART3 556947.5 3777000 556947.54, 3776999.53 1437.669 1568.5714 1175.51 1175.547 1.40E-01 2.71E-01 3.80E-02 6.09E-03 4.54E-01 618 UCART3 556967.5 3777000 556967.54, 3776999.53 1268.215 1370.62891 1119.08974 1119.357 1.23E-01 2.37E-01 3.62E-02 5.80E-03 4.02E-01 619 UCART3 556987.5 3777000 556987.54, 3776999.53 804.7673 805.68151 969.93222 971.662 7.81E-02 1.39E-01 3.14E-02 5.03E-03 2.54E-01 620 UCART3 557007.5 3777000 557007.54, 3776999.53 370.3153 318.20266 674.12238 676.5086 3.60E-02 5.49E-02 2.18E-02 3.50E-03 1.16E-01 621 UCART3 557027.5 3777000 557027.54, 3776999.53 214.6869 236.65724 389.67981 391.6384 2.08E-02 4.08E-02 1.26E-02 2.03E-03 7.63E-02 622 UCART3 557047.5 3777000 557047.54, 3776999.53 196.177 212.02751 195.54129 196.6514 1.90E-02 3.66E-02 6.33E-03 1.02E-03 6.30E-02 623 UCART3 557067.5 3777000 557067.54, 3776999.53 199.9584 217.86003 146.27877 146.2186 1.94E-02 3.76E-02 4.73E-03 7.57E-04 6.25E-02 624 UCART3 557087.5 3777000 557087.54, 3776999.53 193.5881 213.66553 145.68247 145.6656 1.88E-02 3.69E-02 4.71E-03 7.54E-04 6.11E-02 625 UCART3 556927.5 3777020 556927.54, 3777019.53 1638.857 1776.23229 1390.13327 1390.36 1.59E-01 3.07E-01 4.50E-02 7.20E-03 5.18E-01 626 UCART3 556947.5 3777020 556947.54, 3777019.53 1563.381 1699.48163 1315.81341 1316.109 1.52E-01 2.93E-01 4.26E-02 6.81E-03 4.95E-01 627 UCART3 556967.5 3777020 556967.54, 3777019.53 1114.298 1156.95388 1202.25218 1203.567 1.08E-01 2.00E-01 3.89E-02 6.23E-03 3.53E-01 628 UCART3 556987.5 3777020 556987.54, 3777019.53 540.3461 491.53605 881.05014 883.8937 5.25E-02 8.48E-02 2.85E-02 4.58E-03 1.70E-01 629 UCART3 557007.5 3777020 557007.54, 3777019.53 252.4347 277.83462 515.4411 518.0273 2.45E-02 4.80E-02 1.67E-02 2.68E-03 9.18E-02 630 UCART3 557027.5 3777020 557027.54, 3777019.53 232.8432 247.78134 252.91259 254.4071 2.26E-02 4.28E-02 8.18E-03 1.32E-03 7.49E-02 631 UCART3 557047.5 3777020 557047.54, 3777019.53 234.3618 256.14259 170.34977 170.2835 2.28E-02 4.42E-02 5.51E-03 8.82E-04 7.34E-02 632 UCART3 557067.5 3777020 557067.54, 3777019.53 222.7074 245.89067 168.28922 168.2801 2.16E-02 4.24E-02 5.45E-03 8.71E-04 7.04E-02 633 UCART3 557087.5 3777020 557087.54, 3777019.53 236.3153 239.87593 166.33174 166.1387 2.29E-02 4.14E-02 5.38E-03 8.60E-04 7.06E-02 634 UCART3 556927.5 3777040 556927.54, 3777039.53 1871.838 2027.45719 1557.9624 1557.661 1.82E-01 3.50E-01 5.04E-02 8.07E-03 5.90E-01 635 UCART3 556947.5 3777040 556947.54, 3777039.53 1523.313 1622.03705 1464.86461 1464.985 1.48E-01 2.80E-01 4.74E-02 7.59E-03 4.83E-01 636 UCART3 556967.5 3777040 556967.54, 3777039.53 803.5943 772.52157 1162.93006 1166.126 7.80E-02 1.33E-01 3.76E-02 6.04E-03 2.55E-01 637 UCART3 556987.5 3777040 556987.54, 3777039.53 302.994 332.79956 696.32215 699.7685 2.94E-02 5.74E-02 2.25E-02 3.62E-03 1.13E-01 638 UCART3 557007.5 3777040 557007.54, 3777039.53 281.7115 300.98177 335.19442 337.4377 2.74E-02 5.19E-02 1.08E-02 1.75E-03 9.19E-02 639 UCART3 557027.5 3777040 557027.54, 3777039.53 278.8868 305.59266 201.63789 201.5659 2.71E-02 5.27E-02 6.53E-03 1.04E-03 8.74E-02 640 UCART3 557047.5 3777040 557047.54, 3777039.53 272.0202 285.42177 197.13342 197.1385 2.64E-02 4.93E-02 6.38E-03 1.02E-03 8.31E-02 641 UCART3 557067.5 3777040 557067.54, 3777039.53 298.3932 310.71655 204.33302 204.1127 2.90E-02 5.36E-02 6.61E-03 1.06E-03 9.03E-02 642 UCART3 557087.5 3777040 557087.54, 3777039.53 308.929 332.86233 214.8924 214.7426 3.00E-02 5.75E-02 6.95E-03 1.11E-03 9.55E-02 643 UCART3 557047.5 3777060 557047.54, 3777059.53 379.7985 404.96096 255.23947 254.9949 3.69E-02 6.99E-02 8.26E-03 1.32E-03 1.16E-01 644 UCART3 557067.5 3777060 557067.54, 3777059.53 378.2919 414.3404 263.29916 263.1584 3.67E-02 7.15E-02 8.52E-03 1.36E-03 1.18E-01 645 UCART3 557087.5 3777060 557087.54, 3777059.53 359.3859 398.67412 261.81598 261.7655 3.49E-02 6.88E-02 8.47E-03 1.36E-03 1.14E-01 646 UCART2 556919 3777175 556919.02, 3777174.93 2363.015 2629.81271 1837.2639 1840.046 2.29E-01 4.54E-01 5.95E-02 9.53E-03 7.52E-01 647 UCART2 556939 3777175 556939.02, 3777174.93 1935.251 1993.36388 1364.26436 1367.327 1.88E-01 3.44E-01 4.42E-02 7.08E-03 5.83E-01 648 UCART2 556919 3777195 556919.02, 3777194.93 3623.853 4068.76602 2285.79853 2286.065 3.52E-01 7.02E-01 7.40E-02 1.18E-02 1.14E+00 649 UCART2 556939 3777195 556939.02, 3777194.93 2676.419 3012.01022 1802.71955 1803.665 2.60E-01 5.20E-01 5.83E-02 9.34E-03 8.47E-01 650 UCART2 556919 3777215 556919.02, 3777214.93 3074.132 3427.115 3210.4835 3220.797 2.98E-01 5.92E-01 1.04E-01 1.67E-02 1.01E+00

Page 2175 of 2762 ends

X Y X, Y
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source)
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source) total
651 UCART2 556939 3777215 556939.02, 3777214.93 2461.333 2759.77451 2368.62011 2374.398 2.39E-01 4.76E-01 7.67E-02 1.23E-02 8.04E-01 652 UCART2 556919 3777235 556919.02, 3777234.93 2187.406 2376.17604 2926.79254 2935.397 2.12E-01 4.10E-01 9.47E-02 1.52E-02 7.32E-01 653 UCART2 556939 3777235 556939.02, 3777234.93 2062.491 2293.47114 2226.86098 2232.292 2.00E-01 3.96E-01 7.21E-02 1.16E-02 6.80E-01 654 UCART2 556919 3777255 556919.02, 3777254.93 1692.124 1854.69858 2270.63807 2274.812 1.64E-01 3.20E-01 7.35E-02 1.18E-02 5.70E-01 655 UCART2 556939 3777255 556939.02, 3777254.93 1381.825 1527.63652 1920.45157 1924.914 1.34E-01 2.64E-01 6.22E-02 9.97E-03 4.70E-01 656 UCART1 557023.6 3777172 557023.57, 3777171.57 889.9006 937.57107 555.43545 555.9437 8.64E-02 1.62E-01 1.80E-02 2.88E-03 2.69E-01 657 UCART1 557043.6 3777172 557043.57, 3777171.57 788.6456 836.27873 479.77411 480.2281 7.66E-02 1.44E-01 1.55E-02 2.49E-03 2.39E-01 658 UCART1 557063.6 3777172 557063.57, 3777171.57 702.9478 749.44237 422.54131 422.3719 6.82E-02 1.29E-01 1.37E-02 2.19E-03 2.13E-01 659 UCART1 557083.6 3777172 557083.57, 3777171.57 632.5259 677.20099 393.24141 393.1241 6.14E-02 1.17E-01 1.27E-02 2.04E-03 1.93E-01 660 UCART1 557023.6 3777192 557023.57, 3777191.57 1111.614 1247.62135 791.77437 792.0157 1.08E-01 2.15E-01 2.56E-02 4.10E-03 3.53E-01 661 UCART1 557043.6 3777192 557043.57, 3777191.57 957.4359 1074.83309 691.75337 692.0369 9.30E-02 1.86E-01 2.24E-02 3.58E-03 3.04E-01 662 UCART1 557063.6 3777192 557063.57, 3777191.57 834.3996 937.03185 609.2274 609.4798 8.10E-02 1.62E-01 1.97E-02 3.16E-03 2.66E-01 663 UCART1 557083.6 3777192 557083.57, 3777191.57 739.4865 830.32456 544.28459 544.5024 7.18E-02 1.43E-01 1.76E-02 2.82E-03 2.36E-01 664 UCART1 557023.6 3777212 557023.57, 3777211.57 1091.645 1224.89463 938.54955 939.5976 1.06E-01 2.11E-01 3.04E-02 4.87E-03 3.53E-01 665 UCART1 557043.6 3777212 557043.57, 3777211.57 939.5819 1052.55567 805.01538 805.8883 9.12E-02 1.82E-01 2.61E-02 4.17E-03 3.03E-01 666 UCART1 557063.6 3777212 557063.57, 3777211.57 813.6955 908.71147 699.74903 700.4375 7.90E-02 1.57E-01 2.26E-02 3.63E-03 2.62E-01 667 UCART1 557083.6 3777212 557083.57, 3777211.57 714.35 797.71956 607.62987 608.1939 6.94E-02 1.38E-01 1.97E-02 3.15E-03 2.30E-01 668 UCART1 557023.6 3777232 557023.57, 3777231.57 1067.832 1195.76601 922.28217 923.4075 1.04E-01 2.06E-01 2.98E-02 4.78E-03 3.45E-01 669 UCART1 557043.6 3777232 557043.57, 3777231.57 926.9317 1038.98171 789.21894 790.0478 9.00E-02 1.79E-01 2.55E-02 4.09E-03 2.99E-01 670 UCART1 557063.6 3777232 557063.57, 3777231.57 824.9773 925.30165 692.74796 693.5368 8.01E-02 1.60E-01 2.24E-02 3.59E-03 2.66E-01 671 UCART1 557083.6 3777232 557083.57, 3777231.57 713.2072 801.71325 597.07701 597.7189 6.92E-02 1.38E-01 1.93E-02 3.09E-03 2.30E-01 672 UCART1 557023.6 3777252 557023.57, 3777251.57 997.0273 1115.05366 901.27693 902.3963 9.68E-02 1.92E-01 2.92E-02 4.67E-03 3.23E-01 673 UCART1 557043.6 3777252 557043.57, 3777251.57 884.7186 989.70434 782.38892 783.299 8.59E-02 1.71E-01 2.53E-02 4.06E-03 2.86E-01 674 UCART1 557063.6 3777252 557063.57, 3777251.57 794.0595 890.00935 691.8337 692.5443 7.71E-02 1.54E-01 2.24E-02 3.59E-03 2.57E-01 675 UCART1 557083.6 3777252 557083.57, 3777251.57 680.5738 765.13249 583.89422 584.4607 6.61E-02 1.32E-01 1.89E-02 3.03E-03 2.20E-01 676 UCART2 556249.1 3776973 556249.05, 3776972.85 415.2621 448.21002 351.79488 351.7054 4.03E-02 7.74E-02 1.14E-02 1.82E-03 1.31E-01 677 UCART2 556269.1 3776973 556269.05, 3776972.85 421.4053 452.31955 386.69831 386.6064 4.09E-02 7.81E-02 1.25E-02 2.00E-03 1.33E-01 678 UCART2 556229.1 3776993 556229.05, 3776992.85 377.88 423.01428 375.73413 375.7217 3.67E-02 7.30E-02 1.22E-02 1.95E-03 1.24E-01 679 UCART2 556249.1 3776993 556249.05, 3776992.85 438.9194 471.41192 382.09108 382.0569 4.26E-02 8.14E-02 1.24E-02 1.98E-03 1.38E-01 680 UCART2 556269.1 3776993 556269.05, 3776992.85 453.807 486.68089 382.44799 382.3965 4.41E-02 8.40E-02 1.24E-02 1.98E-03 1.42E-01 681 UCART2 556289.1 3776993 556289.05, 3776992.85 467.194 506.75759 381.09911 381.025 4.54E-02 8.75E-02 1.23E-02 1.97E-03 1.47E-01 682 UCART2 556309.1 3776993 556309.05, 3776992.85 480.5576 519.6593 416.60514 416.4729 4.67E-02 8.97E-02 1.35E-02 2.16E-03 1.52E-01 683 UCART2 556329.1 3776993 556329.05, 3776992.85 486.6253 522.69795 457.22179 457.0751 4.72E-02 9.02E-02 1.48E-02 2.37E-03 1.55E-01 684 UCART2 556209.1 3777013 556209.05, 3777012.85 363.8641 407.64622 360.86476 360.8703 3.53E-02 7.04E-02 1.17E-02 1.87E-03 1.19E-01 685 UCART2 556229.1 3777013 556229.05, 3777012.85 372.6286 416.22394 390.75489 390.7277 3.62E-02 7.18E-02 1.26E-02 2.02E-03 1.23E-01 686 UCART2 556249.1 3777013 556249.05, 3777012.85 382.2117 427.86445 409.50078 409.4633 3.71E-02 7.38E-02 1.33E-02 2.12E-03 1.26E-01 687 UCART2 556269.1 3777013 556269.05, 3777012.85 405.2577 452.77118 422.7583 422.7148 3.93E-02 7.81E-02 1.37E-02 2.19E-03 1.33E-01 688 UCART2 556289.1 3777013 556289.05, 3777012.85 438.439 491.62406 431.0181 430.9675 4.26E-02 8.49E-02 1.39E-02 2.23E-03 1.44E-01 689 UCART2 556309.1 3777013 556309.05, 3777012.85 508.6166 547.4427 434.47524 434.4079 4.94E-02 9.45E-02 1.41E-02 2.25E-03 1.60E-01 690 UCART2 556329.1 3777013 556329.05, 3777012.85 527.2974 566.57345 434.22135 434.1356 5.12E-02 9.78E-02 1.41E-02 2.25E-03 1.65E-01 691 UCART2 556209.1 3777033 556209.05, 3777032.85 377.139 423.11399 370.59888 370.5973 3.66E-02 7.30E-02 1.20E-02 1.92E-03 1.24E-01 692 UCART2 556229.1 3777033 556229.05, 3777032.85 393.0483 441.28567 384.82887 384.8087 3.82E-02 7.62E-02 1.25E-02 1.99E-03 1.29E-01 693 UCART2 556249.1 3777033 556249.05, 3777032.85 406.8004 455.9301 394.18376 394.1486 3.95E-02 7.87E-02 1.28E-02 2.04E-03 1.33E-01 694 UCART2 556269.1 3777033 556269.05, 3777032.85 417.3367 465.61776 420.60114 420.5481 4.05E-02 8.04E-02 1.36E-02 2.18E-03 1.37E-01 695 UCART2 556289.1 3777033 556289.05, 3777032.85 431.668 483.29883 444.76421 444.71 4.19E-02 8.34E-02 1.44E-02 2.30E-03 1.42E-01 696 UCART2 556309.1 3777033 556309.05, 3777032.85 444.026 494.91891 467.77609 467.71 4.31E-02 8.54E-02 1.51E-02 2.42E-03 1.46E-01 697 UCART2 556209.1 3777053 556209.05, 3777052.85 373.0191 418.88115 365.68114 365.6655 3.62E-02 7.23E-02 1.18E-02 1.89E-03 1.22E-01 698 UCART2 556229.1 3777053 556229.05, 3777052.85 386.9834 434.2863 387.3055 387.2935 3.76E-02 7.50E-02 1.25E-02 2.01E-03 1.27E-01 699 UCART2 556249.1 3777053 556249.05, 3777052.85 400.1256 447.84738 406.27379 406.2575 3.88E-02 7.73E-02 1.31E-02 2.10E-03 1.31E-01 700 UCART2 556269.1 3777053 556269.05, 3777052.85 425.2282 475.37864 425.87388 425.8445 4.13E-02 8.21E-02 1.38E-02 2.21E-03 1.39E-01 701 UCART2 556289.1 3777053 556289.05, 3777052.85 450.332 505.20195 442.40986 442.3672 4.37E-02 8.72E-02 1.43E-02 2.29E-03 1.48E-01 702 UCART2 556309.1 3777053 556309.05, 3777052.85 473.1597 531.28093 455.4341 455.3772 4.59E-02 9.17E-02 1.47E-02 2.36E-03 1.55E-01 703 UCART2 556249.1 3777073 556249.05, 3777072.85 396.4349 441.70638 391.13992 391.1082 3.85E-02 7.62E-02 1.27E-02 2.03E-03 1.29E-01 704 UCART2 556269.1 3777073 556269.05, 3777072.85 421.3866 471.60338 414.15987 414.1203 4.09E-02 8.14E-02 1.34E-02 2.14E-03 1.38E-01 705 UCART2 556289.1 3777073 556289.05, 3777072.85 445.3624 499.80369 437.24441 437.1902 4.32E-02 8.63E-02 1.42E-02 2.26E-03 1.46E-01 706 UCART2 556269.1 3777093 556269.05, 3777092.85 435.5208 488.76705 405.92062 405.8936 4.23E-02 8.44E-02 1.31E-02 2.10E-03 1.42E-01 707 UCART1 556441.7 3776927 556441.69, 3776927.49 656.486 718.79474 539.97017 539.694 6.37E-02 1.24E-01 1.75E-02 2.79E-03 2.08E-01 708 UCART1 556461.7 3776927 556461.69, 3776927.49 712.5447 785.72955 544.13096 543.667 6.92E-02 1.36E-01 1.76E-02 2.82E-03 2.25E-01 709 UCART1 556481.7 3776927 556481.69, 3776927.49 691.7981 753.51453 566.38155 566.0643 6.72E-02 1.30E-01 1.83E-02 2.93E-03 2.18E-01 710 UCART1 556421.7 3776947 556421.69, 3776947.49 652.468 713.10849 559.31788 559.0504 6.33E-02 1.23E-01 1.81E-02 2.89E-03 2.07E-01 711 UCART1 556441.7 3776947 556441.69, 3776947.49 705.3926 773.56877 553.66718 553.4124 6.85E-02 1.34E-01 1.79E-02 2.87E-03 2.23E-01 712 UCART1 556461.7 3776947 556461.69, 3776947.49 720.7393 786.31897 589.45762 589.0687 7.00E-02 1.36E-01 1.91E-02 3.05E-03 2.28E-01 713 UCART1 556481.7 3776947 556481.69, 3776947.49 757.244 833.4804 581.4046 581.1858 7.35E-02 1.44E-01 1.88E-02 3.01E-03 2.39E-01 714 UCART1 556401.7 3776967 556401.69, 3776967.49 622.6534 676.15233 535.43245 535.1672 6.05E-02 1.17E-01 1.73E-02 2.77E-03 1.97E-01 715 UCART1 556421.7 3776967 556421.69, 3776967.49 645.0082 705.34358 560.85467 560.5419 6.26E-02 1.22E-01 1.82E-02 2.90E-03 2.05E-01

Page 2176 of 2762 ends

X Y X, Y
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source)
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source) total
716 UCART1 556441.7 3776967 556441.69, 3776967.49 690.1324 752.95132 595.69134 595.3144 6.70E-02 1.30E-01 1.93E-02 3.08E-03 2.19E-01 717 UCART1 556461.7 3776967 556461.69, 3776967.49 734.3066 804.41603 608.84863 608.5468 7.13E-02 1.39E-01 1.97E-02 3.15E-03 2.33E-01 718 UCART1 556481.7 3776967 556481.69, 3776967.49 790.6657 865.92162 628.84623 628.3114 7.68E-02 1.49E-01 2.04E-02 3.25E-03 2.50E-01 719 UCART1 556401.7 3776987 556401.69, 3776987.49 652.0535 710.37634 542.12819 541.9531 6.33E-02 1.23E-01 1.75E-02 2.81E-03 2.06E-01 720 UCART1 556421.7 3776987 556421.69, 3776987.49 694.1133 759.35873 553.54349 553.2948 6.74E-02 1.31E-01 1.79E-02 2.86E-03 2.19E-01 721 UCART1 556441.7 3776987 556441.69, 3776987.49 699.4201 758.87832 597.70193 597.38 6.79E-02 1.31E-01 1.93E-02 3.09E-03 2.21E-01 722 UCART1 556461.7 3776987 556461.69, 3776987.49 724.0458 792.06657 628.96535 628.4787 7.03E-02 1.37E-01 2.04E-02 3.25E-03 2.31E-01 723 UCART1 556481.7 3776987 556481.69, 3776987.49 774.0836 842.52431 675.11567 674.7173 7.52E-02 1.45E-01 2.18E-02 3.49E-03 2.46E-01 724 UCART1 556421.7 3777007 556421.69, 3777007.49 666.1346 721.2795 596.49665 596.2181 6.47E-02 1.24E-01 1.93E-02 3.09E-03 2.12E-01 725 UCART1 556441.7 3777007 556441.69, 3777007.49 728.5743 793.92588 602.84401 602.5958 7.07E-02 1.37E-01 1.95E-02 3.12E-03 2.30E-01 726 UCART1 556461.7 3777007 556461.69, 3777007.49 782.7331 857.02024 620.3212 619.874 7.60E-02 1.48E-01 2.01E-02 3.21E-03 2.47E-01 727 UCART1 556481.7 3777007 556481.69, 3777007.49 792.534 859.92823 675.39146 675.0124 7.69E-02 1.48E-01 2.19E-02 3.50E-03 2.51E-01 728 UCART1 556441.7 3777027 556441.69, 3777027.49 662.7286 720.67415 627.90613 627.5112 6.43E-02 1.24E-01 2.03E-02 3.25E-03 2.12E-01 729 UCART1 556461.7 3777027 556461.69, 3777027.49 744.0124 804.30199 666.34066 665.9573 7.22E-02 1.39E-01 2.16E-02 3.45E-03 2.36E-01 730 UCART1 556481.7 3777027 556481.69, 3777027.49 813.8382 883.53023 685.39019 685.0785 7.90E-02 1.52E-01 2.22E-02 3.55E-03 2.57E-01 731 1 556251.2 3777155 556251.24, 3777154.95 437.796 491.70195 345.01039 344.8757 4.25E-02 8.49E-02 1.12E-02 1.79E-03 1.40E-01 732 1 556261.3 3777141 556261.28, 3777141.2 445.0725 499.25705 346.37124 346.2256 4.32E-02 8.62E-02 1.12E-02 1.79E-03 1.42E-01 733 1 556265 3777168 556264.98, 3777168.16 440.1076 490.82548 352.25062 352.1427 4.27E-02 8.47E-02 1.14E-02 1.82E-03 1.41E-01 734 1 556279.3 3777152 556279.25, 3777151.77 463.4993 519.49733 364.7696 364.6047 4.50E-02 8.97E-02 1.18E-02 1.89E-03 1.48E-01 735 1 556202.6 3777113 556202.6, 3777113.45 382.9083 428.6073 301.84396 301.7315 3.72E-02 7.40E-02 9.77E-03 1.56E-03 1.22E-01 736 1 556220.1 3777110 556220.05, 3777109.75 395.2227 443.74807 310.68367 310.5715 3.84E-02 7.66E-02 1.01E-02 1.61E-03 1.27E-01 737 1 556187.5 3777090 556187.53, 3777090.19 369.5944 414.35356 283.39159 283.2824 3.59E-02 7.15E-02 9.17E-03 1.47E-03 1.18E-01 738 1 556164.3 3777121 556164.27, 3777121.38 361.3204 404.93485 280.24771 280.1673 3.51E-02 6.99E-02 9.07E-03 1.45E-03 1.15E-01 739 UCART1 557510.3 3776508 557510.26, 3776508.23 114.5639 121.5498 108.95761 109.0316 1.11E-02 2.10E-02 3.53E-03 5.65E-04 3.62E-02 740 UCART1 557530.3 3776508 557530.26, 3776508.23 116.0165 124.07011 104.38857 104.3786 1.13E-02 2.14E-02 3.38E-03 5.40E-04 3.66E-02 741 UCART1 557550.3 3776508 557550.26, 3776508.23 113.8288 121.90777 105.73943 105.7547 1.11E-02 2.10E-02 3.42E-03 5.48E-04 3.61E-02 742 UCART1 557570.3 3776508 557570.26, 3776508.23 108.7344 115.9725 104.7241 104.7615 1.06E-02 2.00E-02 3.39E-03 5.42E-04 3.45E-02 743 UCART1 557590.3 3776508 557590.26, 3776508.23 101.8481 107.70321 101.8758 101.931 9.89E-03 1.86E-02 3.30E-03 5.28E-04 3.23E-02 744 UCART1 557610.3 3776508 557610.26, 3776508.23 93.79658 97.95361 97.57018 97.63863 9.11E-03 1.69E-02 3.16E-03 5.06E-04 2.97E-02 745 UCART1 557630.3 3776508 557630.26, 3776508.23 85.10117 90.70132 91.6076 91.68497 8.26E-03 1.57E-02 2.96E-03 4.75E-04 2.74E-02 746 UCART1 557650.3 3776508 557650.26, 3776508.23 80.17392 84.57945 84.74136 84.82341 7.78E-03 1.46E-02 2.74E-03 4.39E-04 2.56E-02 747 UCART1 557670.3 3776508 557670.26, 3776508.23 84.85361 88.39087 76.96818 77.05098 8.24E-03 1.53E-02 2.49E-03 3.99E-04 2.64E-02 748 UCART1 557690.3 3776508 557690.26, 3776508.23 87.51195 92.22313 77.91256 77.89281 8.50E-03 1.59E-02 2.52E-03 4.03E-04 2.73E-02 749 UCART1 557510.3 3776528 557510.26, 3776528.23 118.3583 126.25832 107.41162 107.4029 1.15E-02 2.18E-02 3.48E-03 5.56E-04 3.73E-02 750 UCART1 557530.3 3776528 557530.26, 3776528.23 115.872 123.7437 108.70458 108.7224 1.12E-02 2.14E-02 3.52E-03 5.63E-04 3.67E-02 751 UCART1 557550.3 3776528 557550.26, 3776528.23 110.6734 117.70131 107.65542 107.6962 1.07E-02 2.03E-02 3.48E-03 5.58E-04 3.51E-02 752 UCART1 557570.3 3776528 557570.26, 3776528.23 102.6321 108.08488 104.11631 104.1759 9.96E-03 1.87E-02 3.37E-03 5.39E-04 3.25E-02 753 UCART1 557590.3 3776528 557590.26, 3776528.23 93.99548 97.70858 99.32978 99.40282 9.13E-03 1.69E-02 3.21E-03 5.15E-04 2.97E-02 754 UCART1 557610.3 3776528 557610.26, 3776528.23 85.43018 90.63173 93.17999 93.26174 8.29E-03 1.56E-02 3.02E-03 4.83E-04 2.74E-02 755 UCART1 557630.3 3776528 557630.26, 3776528.23 83.14998 85.41144 86.06591 86.15198 8.07E-03 1.47E-02 2.79E-03 4.46E-04 2.60E-02 756 UCART1 557650.3 3776528 557650.26, 3776528.23 88.03836 91.87949 78.30741 78.39399 8.55E-03 1.59E-02 2.53E-03 4.06E-04 2.73E-02 757 UCART1 557670.3 3776528 557670.26, 3776528.23 90.26981 95.18393 81.22047 81.20449 8.76E-03 1.64E-02 2.63E-03 4.20E-04 2.82E-02 758 UCART1 557690.3 3776528 557690.26, 3776528.23 91.08321 96.67791 83.58014 83.57908 8.84E-03 1.67E-02 2.70E-03 4.33E-04 2.87E-02 759 UCART1 557510.3 3776548 557510.26, 3776548.23 116.9598 124.36858 111.35814 111.3796 1.14E-02 2.15E-02 3.60E-03 5.77E-04 3.70E-02 760 UCART1 557530.3 3776548 557530.26, 3776548.23 112.0674 118.72513 110.44779 110.4926 1.09E-02 2.05E-02 3.57E-03 5.72E-04 3.55E-02 761 UCART1 557550.3 3776548 557550.26, 3776548.23 103.0102 107.93775 106.27353 106.338 1.00E-02 1.86E-02 3.44E-03 5.51E-04 3.26E-02 762 UCART1 557570.3 3776548 557570.26, 3776548.23 93.28449 96.36111 100.67424 100.7524 9.06E-03 1.66E-02 3.26E-03 5.22E-04 2.95E-02 763 UCART1 557590.3 3776548 557590.26, 3776548.23 84.92238 89.51995 94.39239 94.47886 8.24E-03 1.55E-02 3.05E-03 4.89E-04 2.72E-02 764 UCART1 557610.3 3776548 557610.26, 3776548.23 85.14146 87.51018 86.93042 87.02062 8.27E-03 1.51E-02 2.81E-03 4.51E-04 2.66E-02 765 UCART1 557630.3 3776548 557630.26, 3776548.23 89.2839 93.05271 80.61734 80.59198 8.67E-03 1.61E-02 2.61E-03 4.17E-04 2.78E-02 766 UCART1 557650.3 3776548 557650.26, 3776548.23 92.09995 96.98961 84.28045 84.26982 8.94E-03 1.67E-02 2.73E-03 4.36E-04 2.88E-02 767 UCART1 557670.3 3776548 557670.26, 3776548.23 92.32934 97.74497 86.31435 86.31925 8.96E-03 1.69E-02 2.79E-03 4.47E-04 2.91E-02 768 UCART1 557690.3 3776548 557690.26, 3776548.23 91.32707 96.90502 87.24344 87.26239 8.87E-03 1.67E-02 2.82E-03 4.52E-04 2.89E-02 769 UCART1 557510.3 3776568 557510.26, 3776568.23 111.6221 117.46926 112.4561 112.5065 1.08E-02 2.03E-02 3.64E-03 5.83E-04 3.53E-02 770 UCART1 557530.3 3776568 557530.26, 3776568.23 103.9624 108.42386 108.92197 108.9916 1.01E-02 1.87E-02 3.52E-03 5.64E-04 3.29E-02 771 UCART1 557550.3 3776568 557550.26, 3776568.23 93.77736 96.37072 102.91159 102.9951 9.10E-03 1.66E-02 3.33E-03 5.33E-04 2.96E-02 772 UCART1 557570.3 3776568 557570.26, 3776568.23 83.91691 87.76497 95.46623 95.55786 8.15E-03 1.51E-02 3.09E-03 4.95E-04 2.69E-02 773 UCART1 557590.3 3776568 557590.26, 3776568.23 86.71716 89.02813 87.7863 87.88102 8.42E-03 1.54E-02 2.84E-03 4.55E-04 2.71E-02 774 UCART1 557610.3 3776568 557610.26, 3776568.23 89.89198 93.36881 83.39538 83.37718 8.73E-03 1.61E-02 2.70E-03 4.32E-04 2.80E-02 775 UCART1 557630.3 3776568 557630.26, 3776568.23 91.66829 96.0036 86.5313 86.52894 8.90E-03 1.66E-02 2.80E-03 4.48E-04 2.87E-02 776 UCART1 557650.3 3776568 557650.26, 3776568.23 92.55326 97.51059 88.71851 88.73066 8.99E-03 1.68E-02 2.87E-03 4.59E-04 2.91E-02 777 UCART1 557670.3 3776568 557670.26, 3776568.23 90.67274 95.5868 89.07656 89.10311 8.80E-03 1.65E-02 2.88E-03 4.61E-04 2.86E-02 778 UCART1 557690.3 3776568 557690.26, 3776568.23 87.40156 91.89944 88.17789 88.21689 8.49E-03 1.59E-02 2.85E-03 4.57E-04 2.77E-02 779 UCART1 557510.3 3776588 557510.26, 3776588.23 102.8005 106.32176 110.60109 110.6771 9.98E-03 1.84E-02 3.58E-03 5.73E-04 3.25E-02 780 UCART1 557530.3 3776588 557530.26, 3776588.23 93.89236 95.88935 105.0963 105.1857 9.12E-03 1.66E-02 3.40E-03 5.45E-04 2.96E-02

Page 2177 of 2762 ends

X Y X, Y
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source)
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source) total
781 UCART1 557550.3 3776588 557550.26, 3776588.23 84.92936 87.57552 97.42639 97.5237 8.25E-03 1.51E-02 3.15E-03 5.05E-04 2.70E-02 782 UCART1 557570.3 3776588 557570.26, 3776588.23 87.79019 89.84456 88.63158 88.73132 8.52E-03 1.55E-02 2.87E-03 4.59E-04 2.74E-02 783 UCART1 557590.3 3776588 557590.26, 3776588.23 89.52785 92.40682 85.9741 85.96443 8.69E-03 1.59E-02 2.78E-03 4.45E-04 2.79E-02 784 UCART1 557610.3 3776588 557610.26, 3776588.23 90.26437 93.73337 88.54456 88.55164 8.76E-03 1.62E-02 2.87E-03 4.59E-04 2.83E-02 785 UCART1 557630.3 3776588 557630.26, 3776588.23 90.65254 94.61377 90.3142 90.3358 8.80E-03 1.63E-02 2.92E-03 4.68E-04 2.85E-02 786 UCART1 557650.3 3776588 557650.26, 3776588.23 89.302 93.33774 90.69408 90.72904 8.67E-03 1.61E-02 2.94E-03 4.70E-04 2.82E-02 787 UCART1 557670.3 3776588 557670.26, 3776588.23 86.21503 89.90005 89.64992 89.69655 8.37E-03 1.55E-02 2.90E-03 4.64E-04 2.73E-02 788 UCART1 557690.3 3776588 557690.26, 3776588.23 82.01969 85.0826 87.48222 87.53819 7.96E-03 1.47E-02 2.83E-03 4.53E-04 2.59E-02 789 UCART1 557510.3 3776608 557510.26, 3776608.23 91.56954 92.46863 106.11182 106.2084 8.89E-03 1.60E-02 3.43E-03 5.50E-04 2.88E-02 790 UCART1 557530.3 3776608 557530.26, 3776608.23 87.02914 87.8811 98.9414 99.04502 8.45E-03 1.52E-02 3.20E-03 5.13E-04 2.73E-02 791 UCART1 557550.3 3776608 557550.26, 3776608.23 89.58645 91.40406 90.04328 90.14872 8.70E-03 1.58E-02 2.91E-03 4.67E-04 2.79E-02 792 UCART1 557570.3 3776608 557570.26, 3776608.23 90.05937 92.40145 89.08999 89.08808 8.74E-03 1.59E-02 2.88E-03 4.61E-04 2.80E-02 793 UCART1 557590.3 3776608 557590.26, 3776608.23 88.72959 91.17865 90.65376 90.67084 8.61E-03 1.57E-02 2.93E-03 4.69E-04 2.78E-02 794 UCART1 557610.3 3776608 557610.26, 3776608.23 87.33613 89.87672 91.4066 91.43934 8.48E-03 1.55E-02 2.96E-03 4.73E-04 2.74E-02 795 UCART1 557630.3 3776608 557630.26, 3776608.23 85.91266 88.54814 91.46531 91.51057 8.34E-03 1.53E-02 2.96E-03 4.74E-04 2.71E-02 796 UCART1 557650.3 3776608 557650.26, 3776608.23 82.80679 85.14877 90.09286 90.14882 8.04E-03 1.47E-02 2.92E-03 4.67E-04 2.61E-02 797 UCART1 557670.3 3776608 557670.26, 3776608.23 78.29969 80.03876 87.42021 87.4846 7.60E-03 1.38E-02 2.83E-03 4.53E-04 2.47E-02 798 UCART1 557690.3 3776608 557690.26, 3776608.23 73.01841 74.90597 83.79625 83.86646 7.09E-03 1.29E-02 2.71E-03 4.34E-04 2.32E-02 799 UCART1 557510.3 3776628 557510.26, 3776628.23 87.22364 87.47923 99.59978 99.71078 8.47E-03 1.51E-02 3.22E-03 5.16E-04 2.73E-02 800 UCART1 557530.3 3776628 557530.26, 3776628.23 90.07189 91.2653 91.04096 91.15275 8.74E-03 1.58E-02 2.95E-03 4.72E-04 2.79E-02 801 UCART1 557550.3 3776628 557550.26, 3776628.23 89.40471 90.81813 91.88914 91.89721 8.68E-03 1.57E-02 2.97E-03 4.76E-04 2.78E-02 802 UCART1 557570.3 3776628 557570.26, 3776628.23 89.85174 91.78028 94.04318 94.06818 8.72E-03 1.58E-02 3.04E-03 4.87E-04 2.81E-02 803 UCART1 557590.3 3776628 557590.26, 3776628.23 84.70911 85.85581 92.86859 92.91277 8.22E-03 1.48E-02 3.01E-03 4.81E-04 2.65E-02 804 UCART1 557610.3 3776628 557610.26, 3776628.23 81.56215 82.45623 91.78819 91.84547 7.92E-03 1.42E-02 2.97E-03 4.76E-04 2.56E-02 805 UCART1 557630.3 3776628 557630.26, 3776628.23 78.13928 78.76342 89.89158 89.95855 7.59E-03 1.36E-02 2.91E-03 4.66E-04 2.46E-02 806 UCART1 557650.3 3776628 557650.26, 3776628.23 74.57834 74.93252 87.34414 87.41763 7.24E-03 1.29E-02 2.83E-03 4.53E-04 2.35E-02 807 UCART1 557670.3 3776628 557670.26, 3776628.23 70.50088 71.85181 83.4349 83.51287 6.84E-03 1.24E-02 2.70E-03 4.32E-04 2.24E-02 808 UCART1 557690.3 3776628 557690.26, 3776628.23 68.9201 70.26797 78.92885 79.00872 6.69E-03 1.21E-02 2.55E-03 4.09E-04 2.18E-02 809 UCART1 557510.3 3776648 557510.26, 3776648.23 88.36496 88.2706 92.06633 92.06509 8.58E-03 1.52E-02 2.98E-03 4.77E-04 2.73E-02 810 UCART1 557530.3 3776648 557530.26, 3776648.23 87.62613 87.68432 94.36772 94.38797 8.51E-03 1.51E-02 3.05E-03 4.89E-04 2.72E-02 811 UCART1 557550.3 3776648 557550.26, 3776648.23 84.51758 84.22821 94.69982 94.73944 8.21E-03 1.45E-02 3.06E-03 4.91E-04 2.63E-02 812 UCART1 557570.3 3776648 557570.26, 3776648.23 79.93795 79.0133 93.43069 93.48654 7.76E-03 1.36E-02 3.02E-03 4.84E-04 2.49E-02 813 UCART1 557590.3 3776648 557590.26, 3776648.23 76.96844 75.9288 92.06047 92.12811 7.47E-03 1.31E-02 2.98E-03 4.77E-04 2.40E-02 814 UCART1 557610.3 3776648 557610.26, 3776648.23 72.35818 70.87333 89.16852 89.24512 7.03E-03 1.22E-02 2.89E-03 4.62E-04 2.26E-02 815 UCART1 557630.3 3776648 557630.26, 3776648.23 68.67674 67.05851 86.1081 86.19035 6.67E-03 1.16E-02 2.79E-03 4.46E-04 2.15E-02 816 UCART1 557650.3 3776648 557650.26, 3776648.23 67.11103 66.94269 82.46365 82.5489 6.52E-03 1.16E-02 2.67E-03 4.27E-04 2.12E-02 817 UCART1 557670.3 3776648 557670.26, 3776648.23 64.88375 64.61557 77.55033 77.63614 6.30E-03 1.12E-02 2.51E-03 4.02E-04 2.04E-02 818 UCART1 557690.3 3776648 557690.26, 3776648.23 62.50729 62.15061 74.2742 74.33472 6.07E-03 1.07E-02 2.40E-03 3.85E-04 1.96E-02 819 UCART1 557510.3 3776668 557510.26, 3776668.23 83.36251 81.23428 96.07999 96.11215 8.09E-03 1.40E-02 3.11E-03 4.98E-04 2.57E-02 820 UCART1 557530.3 3776668 557530.26, 3776668.23 80.58635 78.22264 96.2696 96.32008 7.82E-03 1.35E-02 3.12E-03 4.99E-04 2.49E-02 821 UCART1 557550.3 3776668 557550.26, 3776668.23 75.80352 72.81422 94.60484 94.67073 7.36E-03 1.26E-02 3.06E-03 4.90E-04 2.35E-02 822 UCART1 557570.3 3776668 557570.26, 3776668.23 70.51112 66.89975 91.78998 91.8674 6.85E-03 1.15E-02 2.97E-03 4.76E-04 2.18E-02 823 UCART1 557590.3 3776668 557590.26, 3776668.23 68.08725 64.76086 89.47594 89.56061 6.61E-03 1.12E-02 2.90E-03 4.64E-04 2.11E-02 824 UCART1 557610.3 3776668 557610.26, 3776668.23 61.46416 58.50171 84.48778 84.57721 5.97E-03 1.01E-02 2.73E-03 4.38E-04 1.92E-02 825 UCART1 557630.3 3776668 557630.26, 3776668.23 60.28443 57.52537 80.24672 80.33767 5.85E-03 9.93E-03 2.60E-03 4.16E-04 1.88E-02 826 UCART1 557650.3 3776668 557650.26, 3776668.23 59.73691 57.4484 75.96864 76.05881 5.80E-03 9.92E-03 2.46E-03 3.94E-04 1.86E-02 827 UCART1 557670.3 3776668 557670.26, 3776668.23 61.20772 59.45257 73.40641 73.47431 5.94E-03 1.03E-02 2.38E-03 3.80E-04 1.90E-02 828 UCART1 557690.3 3776668 557690.26, 3776668.23 64.55794 61.55991 70.95625 71.02696 6.27E-03 1.06E-02 2.30E-03 3.68E-04 1.96E-02 829 UCART1 557510.3 3776688 557510.26, 3776688.23 74.96763 69.8782 97.56742 97.62964 7.28E-03 1.21E-02 3.16E-03 5.06E-04 2.30E-02 830 UCART1 557530.3 3776688 557530.26, 3776688.23 45.44688 50.44382 95.60172 95.67826 4.41E-03 8.71E-03 3.09E-03 4.95E-04 1.67E-02 831 UCART1 557550.3 3776688 557550.26, 3776688.23 43.54386 48.1183 91.85646 91.94376 4.23E-03 8.31E-03 2.97E-03 4.76E-04 1.60E-02 832 UCART1 557570.3 3776688 557570.26, 3776688.23 41.35316 45.44243 87.64125 87.73507 4.01E-03 7.84E-03 2.84E-03 4.54E-04 1.51E-02 833 UCART1 557590.3 3776688 557590.26, 3776688.23 42.00647 44.40758 83.28132 83.37808 4.08E-03 7.66E-03 2.70E-03 4.32E-04 1.49E-02 834 UCART1 557610.3 3776688 557610.26, 3776688.23 44.40597 46.15177 78.07128 78.16819 4.31E-03 7.97E-03 2.53E-03 4.05E-04 1.52E-02 835 UCART1 557630.3 3776688 557630.26, 3776688.23 46.8206 47.74464 73.42547 73.49218 4.55E-03 8.24E-03 2.38E-03 3.81E-04 1.55E-02 836 UCART1 557650.3 3776688 557650.26, 3776688.23 48.88055 50.77246 71.84631 71.91649 4.75E-03 8.76E-03 2.33E-03 3.72E-04 1.62E-02 837 UCART1 557670.3 3776688 557670.26, 3776688.23 50.56732 53.41256 69.3731 69.34774 4.91E-03 9.22E-03 2.25E-03 3.59E-04 1.67E-02 838 UCART1 557690.3 3776688 557690.26, 3776688.23 51.86326 55.57033 72.98488 72.97164 5.04E-03 9.59E-03 2.36E-03 3.78E-04 1.74E-02 839 UCART1 556172.5 3776518 556172.49, 3776517.81 273.0557 304.4796 211.82166 211.6698 2.65E-02 5.26E-02 6.86E-03 1.10E-03 8.70E-02 840 UCART1 556192.5 3776518 556192.49, 3776517.81 285.8137 318.34086 214.58759 214.495 2.77E-02 5.49E-02 6.94E-03 1.11E-03 9.07E-02 841 UCART1 556212.5 3776518 556212.49, 3776517.81 279.9222 311.14803 208.50677 208.3129 2.72E-02 5.37E-02 6.75E-03 1.08E-03 8.87E-02 842 UCART1 556232.5 3776518 556232.49, 3776517.81 283.3557 315.67526 210.36852 210.2439 2.75E-02 5.45E-02 6.81E-03 1.09E-03 8.99E-02 843 UCART1 556252.5 3776518 556252.49, 3776517.81 283.9668 316.64626 206.10235 205.8901 2.76E-02 5.47E-02 6.67E-03 1.07E-03 9.00E-02 844 UCART1 556272.5 3776518 556272.49, 3776517.81 288.4109 320.98883 214.29129 214.1517 2.80E-02 5.54E-02 6.93E-03 1.11E-03 9.14E-02 845 UCART1 556292.5 3776518 556292.49, 3776517.81 293.7527 327.52045 207.42486 207.1918 2.85E-02 5.65E-02 6.71E-03 1.07E-03 9.28E-02

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and Hose
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Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source)
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source) total
846 UCART1 556312.5 3776518 556312.49, 3776517.81 289.1998 321.97934 214.06273 213.9207 2.81E-02 5.56E-02 6.93E-03 1.11E-03 9.17E-02 847 UCART1 556332.5 3776518 556332.49, 3776517.81 294.0303 327.38144 217.76712 217.6317 2.85E-02 5.65E-02 7.05E-03 1.13E-03 9.32E-02 848 UCART1 556352.5 3776518 556352.49, 3776517.81 291.6838 324.31925 206.91726 206.8101 2.83E-02 5.60E-02 6.70E-03 1.07E-03 9.21E-02 849 UCART1 556372.5 3776518 556372.49, 3776517.81 266.8295 296.01707 197.35232 197.271 2.59E-02 5.11E-02 6.39E-03 1.02E-03 8.44E-02 850 UCART1 556392.5 3776518 556392.49, 3776517.81 287.9964 317.89544 215.0583 214.8317 2.80E-02 5.49E-02 6.96E-03 1.11E-03 9.09E-02 851 UCART1 556412.5 3776518 556412.49, 3776517.81 304.2226 340.32227 211.38007 211.2708 2.95E-02 5.87E-02 6.84E-03 1.09E-03 9.62E-02 852 UCART1 556432.5 3776518 556432.49, 3776517.81 277.3133 308.61632 206.15722 206.0289 2.69E-02 5.33E-02 6.67E-03 1.07E-03 8.79E-02 853 UCART1 556452.5 3776518 556452.49, 3776517.81 274.286 306.35356 220.56848 220.3839 2.66E-02 5.29E-02 7.14E-03 1.14E-03 8.78E-02 854 UCART1 556472.5 3776518 556472.49, 3776517.81 294.2403 326.00287 228.87506 228.8187 2.86E-02 5.63E-02 7.41E-03 1.18E-03 9.34E-02 855 UCART1 556492.5 3776518 556492.49, 3776517.81 281.3725 307.71964 213.61017 213.6865 2.73E-02 5.31E-02 6.91E-03 1.11E-03 8.84E-02 856 UCART1 556172.5 3776538 556172.49, 3776537.81 264.1296 290.48586 212.52581 212.3922 2.56E-02 5.01E-02 6.88E-03 1.10E-03 8.38E-02 857 UCART1 556192.5 3776538 556192.49, 3776537.81 282.3158 314.77192 218.87183 218.7131 2.74E-02 5.43E-02 7.08E-03 1.13E-03 9.00E-02 858 UCART1 556212.5 3776538 556212.49, 3776537.81 293.5904 327.18797 218.67687 218.5804 2.85E-02 5.65E-02 7.08E-03 1.13E-03 9.32E-02 859 UCART1 556232.5 3776538 556232.49, 3776537.81 288.8877 320.86807 216.51448 216.3162 2.80E-02 5.54E-02 7.01E-03 1.12E-03 9.16E-02 860 UCART1 556252.5 3776538 556252.49, 3776537.81 294.3895 328.25444 216.86854 216.7461 2.86E-02 5.67E-02 7.02E-03 1.12E-03 9.34E-02 861 UCART1 556272.5 3776538 556272.49, 3776537.81 290.7764 323.78713 213.48532 213.2721 2.82E-02 5.59E-02 6.91E-03 1.10E-03 9.21E-02 862 UCART1 556292.5 3776538 556292.49, 3776537.81 302.2266 336.8579 222.20402 222.0718 2.93E-02 5.81E-02 7.19E-03 1.15E-03 9.58E-02 863 UCART1 556312.5 3776538 556312.49, 3776537.81 302.5305 336.48883 218.6257 218.398 2.94E-02 5.81E-02 7.08E-03 1.13E-03 9.57E-02 864 UCART1 556332.5 3776538 556332.49, 3776537.81 307.3113 342.72511 225.06616 224.9419 2.98E-02 5.92E-02 7.28E-03 1.16E-03 9.74E-02 865 UCART1 556352.5 3776538 556352.49, 3776537.81 308.4533 344.11408 224.78194 224.6689 2.99E-02 5.94E-02 7.27E-03 1.16E-03 9.78E-02 866 UCART1 556372.5 3776538 556372.49, 3776537.81 292.6088 323.6431 209.72032 209.6436 2.84E-02 5.59E-02 6.79E-03 1.09E-03 9.21E-02 867 UCART1 556392.5 3776538 556392.49, 3776537.81 275.3289 306.92777 207.10403 206.8037 2.67E-02 5.30E-02 6.70E-03 1.07E-03 8.75E-02 868 UCART1 556412.5 3776538 556412.49, 3776537.81 306.2962 340.75032 221.74507 221.5484 2.97E-02 5.88E-02 7.18E-03 1.15E-03 9.69E-02 869 UCART1 556432.5 3776538 556432.49, 3776537.81 309.7181 345.45555 211.20087 211.1336 3.01E-02 5.96E-02 6.83E-03 1.09E-03 9.76E-02 870 UCART1 556452.5 3776538 556452.49, 3776537.81 288.3725 322.71879 215.38518 215.1301 2.80E-02 5.57E-02 6.97E-03 1.11E-03 9.18E-02 871 UCART1 556472.5 3776538 556472.49, 3776537.81 294.139 323.38747 236.82326 236.6852 2.86E-02 5.58E-02 7.66E-03 1.23E-03 9.33E-02 872 UCART1 556492.5 3776538 556492.49, 3776537.81 305.9054 338.11082 234.47896 234.4864 2.97E-02 5.84E-02 7.59E-03 1.21E-03 9.69E-02 873 UCART1 556332.5 3776558 556332.49, 3776557.81 316.7857 350.9393 236.13875 235.9192 3.08E-02 6.06E-02 7.64E-03 1.22E-03 1.00E-01 874 UCART1 556352.5 3776558 556352.49, 3776557.81 319.0325 356.16087 232.63436 232.4254 3.10E-02 6.15E-02 7.53E-03 1.20E-03 1.01E-01 875 UCART1 556372.5 3776558 556372.49, 3776557.81 320.5384 357.6858 229.70491 229.6184 3.11E-02 6.17E-02 7.43E-03 1.19E-03 1.01E-01 876 UCART1 556392.5 3776558 556392.49, 3776557.81 299.1395 333.52761 216.90737 216.7598 2.90E-02 5.76E-02 7.02E-03 1.12E-03 9.48E-02 877 UCART1 556412.5 3776558 556412.49, 3776557.81 298.0939 325.11012 230.96782 230.6798 2.89E-02 5.61E-02 7.47E-03 1.19E-03 9.37E-02 878 UCART1 556432.5 3776558 556432.49, 3776557.81 328.0227 366.27252 232.41775 232.2584 3.18E-02 6.32E-02 7.52E-03 1.20E-03 1.04E-01 879 UCART1 556452.5 3776558 556452.49, 3776557.81 308.5151 341.64452 219.99631 219.8177 3.00E-02 5.90E-02 7.12E-03 1.14E-03 9.72E-02 880 UCART1 556472.5 3776558 556472.49, 3776557.81 304.4501 340.21483 236.95557 236.733 2.96E-02 5.87E-02 7.67E-03 1.23E-03 9.72E-02 881 UCART1 556492.5 3776558 556492.49, 3776557.81 317.8443 351.47348 249.58328 249.5057 3.09E-02 6.07E-02 8.08E-03 1.29E-03 1.01E-01 882 UCART1 556332.5 3776578 556332.49, 3776577.81 335.2413 373.864 243.07937 242.9696 3.25E-02 6.45E-02 7.87E-03 1.26E-03 1.06E-01 883 UCART1 556352.5 3776578 556352.49, 3776577.81 323.4431 356.9006 246.52574 246.3281 3.14E-02 6.16E-02 7.98E-03 1.28E-03 1.02E-01 884 UCART1 556372.5 3776578 556372.49, 3776577.81 335.3224 373.97763 246.97936 246.789 3.26E-02 6.45E-02 7.99E-03 1.28E-03 1.06E-01 885 UCART1 556392.5 3776578 556392.49, 3776577.81 334.427 372.42488 237.05055 236.9959 3.25E-02 6.43E-02 7.67E-03 1.23E-03 1.06E-01 886 UCART1 556412.5 3776578 556412.49, 3776577.81 314.0594 348.6956 231.02404 230.915 3.05E-02 6.02E-02 7.48E-03 1.20E-03 9.93E-02 887 UCART1 556432.5 3776578 556432.49, 3776577.81 326.4752 359.94651 244.99268 244.7314 3.17E-02 6.21E-02 7.93E-03 1.27E-03 1.03E-01 888 UCART1 556452.5 3776578 556452.49, 3776577.81 342.6096 382.60292 237.72498 237.6119 3.33E-02 6.60E-02 7.69E-03 1.23E-03 1.08E-01 889 UCART1 556472.5 3776578 556472.49, 3776577.81 320.507 357.38337 235.22535 235.1119 3.11E-02 6.17E-02 7.61E-03 1.22E-03 1.02E-01 890 UCART1 556492.5 3776578 556492.49, 3776577.81 317.1582 352.03676 257.43932 257.2667 3.08E-02 6.08E-02 8.33E-03 1.33E-03 1.01E-01 891 UCART1 556332.5 3776598 556332.49, 3776597.81 333.2986 367.77599 260.35019 260.1443 3.24E-02 6.35E-02 8.43E-03 1.35E-03 1.06E-01 892 UCART1 556352.5 3776598 556352.49, 3776597.81 352.961 393.29992 254.77792 254.6838 3.43E-02 6.79E-02 8.25E-03 1.32E-03 1.12E-01 893 UCART1 556372.5 3776598 556372.49, 3776597.81 340.052 376.76208 258.44206 258.2619 3.30E-02 6.50E-02 8.36E-03 1.34E-03 1.08E-01 894 UCART1 556392.5 3776598 556392.49, 3776597.81 343.746 382.64477 254.37651 254.2102 3.34E-02 6.60E-02 8.23E-03 1.32E-03 1.09E-01 895 UCART1 556412.5 3776598 556412.49, 3776597.81 344.8231 382.47913 245.83827 245.7237 3.35E-02 6.60E-02 7.96E-03 1.27E-03 1.09E-01 896 UCART1 556432.5 3776598 556432.49, 3776597.81 319.1428 355.0664 246.27957 245.9189 3.10E-02 6.13E-02 7.97E-03 1.27E-03 1.02E-01 897 UCART1 556452.5 3776598 556452.49, 3776597.81 347.3104 385.96206 251.87814 251.6553 3.37E-02 6.66E-02 8.15E-03 1.30E-03 1.10E-01 898 UCART1 556472.5 3776598 556472.49, 3776597.81 348.7483 387.93163 237.74901 237.5063 3.39E-02 6.70E-02 7.69E-03 1.23E-03 1.10E-01 899 UCART1 556492.5 3776598 556492.49, 3776597.81 341.1723 380.83172 256.47351 256.2045 3.31E-02 6.57E-02 8.30E-03 1.33E-03 1.08E-01 900 UCART1 556252.5 3776618 556252.49, 3776617.81 310.6949 340.43567 254.30569 254.1401 3.02E-02 5.88E-02 8.23E-03 1.32E-03 9.85E-02 901 UCART1 556272.5 3776618 556272.49, 3776617.81 334.1154 371.76787 261.99387 261.8134 3.24E-02 6.42E-02 8.48E-03 1.36E-03 1.06E-01 902 UCART1 556292.5 3776618 556292.49, 3776617.81 348.8323 388.18048 259.61354 259.52 3.39E-02 6.70E-02 8.40E-03 1.34E-03 1.11E-01 903 UCART1 556312.5 3776618 556312.49, 3776617.81 342.106 377.83409 267.56343 267.361 3.32E-02 6.52E-02 8.66E-03 1.38E-03 1.08E-01 904 UCART1 556332.5 3776618 556332.49, 3776617.81 356.6105 397.55562 258.20768 258.1165 3.46E-02 6.86E-02 8.36E-03 1.34E-03 1.13E-01 905 UCART1 556352.5 3776618 556352.49, 3776617.81 354.2445 391.32815 274.02897 273.8296 3.44E-02 6.75E-02 8.87E-03 1.42E-03 1.12E-01 906 UCART1 556372.5 3776618 556372.49, 3776617.81 371.2836 413.04196 267.05066 266.976 3.60E-02 7.13E-02 8.64E-03 1.38E-03 1.17E-01 907 UCART1 556392.5 3776618 556392.49, 3776617.81 363.0186 403.3243 271.42806 271.2706 3.52E-02 6.96E-02 8.78E-03 1.40E-03 1.15E-01 908 UCART1 556412.5 3776618 556412.49, 3776617.81 368.8148 410.35581 272.2979 272.1731 3.58E-02 7.08E-02 8.81E-03 1.41E-03 1.17E-01 909 UCART1 556432.5 3776618 556432.49, 3776617.81 349.2494 385.73941 251.33319 251.2617 3.39E-02 6.66E-02 8.13E-03 1.30E-03 1.10E-01 910 UCART1 556452.5 3776618 556452.49, 3776617.81 342.0458 372.35874 267.76272 267.4222 3.32E-02 6.43E-02 8.67E-03 1.38E-03 1.08E-01

Page 2179 of 2762 ends

X Y X, Y
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source)
Fueling
and Hose
Permeati
on
(Volume
Source)
Spillage
(Volume
Source)
Loading
(Point
Source)
(Breathin
g (Point
Source) total
911 UCART1 556472.5 3776618 556472.49, 3776617.81 369.9932 412.65902 261.48984 261.3156 3.59E-02 7.12E-02 8.46E-03 1.35E-03 1.17E-01 912 UCART1 556492.5 3776618 556492.49, 3776617.81 360.0279 396.64863 258.4049 258.2306 3.50E-02 6.85E-02 8.36E-03 1.34E-03 1.13E-01 913 UCART1 556252.5 3776638 556252.49, 3776637.81 343.7817 379.59609 249.45232 249.2055 3.34E-02 6.55E-02 8.07E-03 1.29E-03 1.08E-01 914 UCART1 556272.5 3776638 556272.49, 3776637.81 325.1137 355.82226 267.59644 267.4212 3.16E-02 6.14E-02 8.66E-03 1.38E-03 1.03E-01 915 UCART1 556292.5 3776638 556292.49, 3776637.81 349.9899 389.17519 275.3519 275.1636 3.40E-02 6.72E-02 8.91E-03 1.42E-03 1.11E-01 916 UCART1 556312.5 3776638 556312.49, 3776637.81 364.2696 405.24728 270.37712 270.2828 3.54E-02 6.99E-02 8.75E-03 1.40E-03 1.15E-01 917 UCART1 556332.5 3776638 556332.49, 3776637.81 357.313 393.98821 282.0465 281.843 3.47E-02 6.80E-02 9.13E-03 1.46E-03 1.13E-01 918 UCART1 556352.5 3776638 556352.49, 3776637.81 378.3324 421.23727 275.76383 275.4669 3.67E-02 7.27E-02 8.92E-03 1.43E-03 1.20E-01 919 UCART1 556372.5 3776638 556372.49, 3776637.81 378.7023 419.08963 290.86565 290.6857 3.68E-02 7.23E-02 9.41E-03 1.51E-03 1.20E-01 920 UCART1 556392.5 3776638 556392.49, 3776637.81 383.6025 426.07415 280.30231 280.0147 3.72E-02 7.35E-02 9.07E-03 1.45E-03 1.21E-01 921 UCART1 556412.5 3776638 556412.49, 3776637.81 384.389 427.71645 283.96886 283.711 3.73E-02 7.38E-02 9.19E-03 1.47E-03 1.22E-01 922 UCART1 556432.5 3776638 556432.49, 3776637.81 384.1525 427.61799 277.68033 277.593 3.73E-02 7.38E-02 8.99E-03 1.44E-03 1.22E-01 923 UCART1 556452.5 3776638 556452.49, 3776637.81 358.4733 398.33245 262.19549 262.0481 3.48E-02 6.88E-02 8.49E-03 1.36E-03 1.13E-01 924 UCART1 556472.5 3776638 556472.49, 3776637.81 374.2088 411.97778 282.51055 282.2052 3.63E-02 7.11E-02 9.14E-03 1.46E-03 1.18E-01 925 UCART1 556492.5 3776638 556492.49, 3776637.81 396.9911 442.11133 276.81206 276.699 3.85E-02 7.63E-02 8.96E-03 1.43E-03 1.25E-01 926 UCART1 556252.5 3776658 556252.49, 3776657.81 365.7504 406.01898 278.76181 278.6724 3.55E-02 7.01E-02 9.02E-03 1.44E-03 1.16E-01 927 UCART1 556272.5 3776658 556272.49, 3776657.81 364.6589 402.81648 263.90548 263.6438 3.54E-02 6.95E-02 8.54E-03 1.37E-03 1.15E-01 928 UCART1 556292.5 3776658 556292.49, 3776657.81 340.8882 372.60704 282.68232 282.4978 3.31E-02 6.43E-02 9.15E-03 1.46E-03 1.08E-01 929 UCART1 556312.5 3776658 556312.49, 3776657.81 363.62 404.33019 285.25364 285.0543 3.53E-02 6.98E-02 9.23E-03 1.48E-03 1.16E-01 930 UCART1 556332.5 3776658 556332.49, 3776657.81 385.0891 427.91456 287.03795 286.9462 3.74E-02 7.39E-02 9.29E-03 1.49E-03 1.22E-01 931 UCART1 556352.5 3776658 556352.49, 3776657.81 379.9572 418.69301 299.08109 298.8782 3.69E-02 7.23E-02 9.68E-03 1.55E-03 1.20E-01 932 UCART1 556372.5 3776658 556372.49, 3776657.81 401.3992 446.17699 298.09068 297.7918 3.90E-02 7.70E-02 9.65E-03 1.54E-03 1.27E-01 933 UCART1 556392.5 3776658 556392.49, 3776657.81 396.2259 439.51004 298.97339 298.8042 3.85E-02 7.59E-02 9.68E-03 1.55E-03 1.26E-01 934 UCART1 556412.5 3776658 556412.49, 3776657.81 395.7986 438.4971 294.72629 294.4527 3.84E-02 7.57E-02 9.54E-03 1.52E-03 1.25E-01 935 UCART1 556432.5 3776658 556432.49, 3776657.81 400.1359 445.44423 295.67627 295.4438 3.88E-02 7.69E-02 9.57E-03 1.53E-03 1.27E-01 936 UCART1 556452.5 3776658 556452.49, 3776657.81 396.6554 440.80651 281.0001 280.8306 3.85E-02 7.61E-02 9.09E-03 1.45E-03 1.25E-01 937 UCART1 556472.5 3776658 556472.49, 3776657.81 366.2149 404.81777 282.72613 282.2927 3.56E-02 6.99E-02 9.15E-03 1.46E-03 1.16E-01 938 UCART1 556492.5 3776658 556492.49, 3776657.81 409.4221 453.95328 300.42933 300.1734 3.97E-02 7.84E-02 9.72E-03 1.55E-03 1.29E-01 939 UCART1 556252.5 3776678 556252.49, 3776677.81 352.3096 390.43775 294.00266 293.8179 3.42E-02 6.74E-02 9.51E-03 1.52E-03 1.13E-01 940 UCART1 556272.5 3776678 556272.49, 3776677.81 379.1583 420.6153 290.40076 290.2948 3.68E-02 7.26E-02 9.40E-03 1.50E-03 1.20E-01 941 UCART1 556292.5 3776678 556292.49, 3776677.81 380.6734 421.18234 272.03598 271.8311 3.70E-02 7.27E-02 8.80E-03 1.41E-03 1.20E-01 942 UCART1 556312.5 3776678 556312.49, 3776677.81 352.7925 385.41774 292.287 292.0864 3.43E-02 6.65E-02 9.46E-03 1.51E-03 1.12E-01 943 UCART1 556332.5 3776678 556332.49, 3776677.81 385.961 428.53712 305.92433 305.7193 3.75E-02 7.40E-02 9.90E-03 1.58E-03 1.23E-01 944 UCART1 556352.5 3776678 556352.49, 3776677.81 406.4789 451.20509 303.83599 303.7472 3.95E-02 7.79E-02 9.83E-03 1.57E-03 1.29E-01 945 UCART1 556372.5 3776678 556372.49, 3776677.81 402.8282 444.41536 315.22448 315.023 3.91E-02 7.67E-02 1.02E-02 1.63E-03 1.28E-01 946 UCART1 556392.5 3776678 556392.49, 3776677.81 414.526 460.55051 309.8266 309.5246 4.02E-02 7.95E-02 1.00E-02 1.60E-03 1.31E-01 947 UCART1 556412.5 3776678 556412.49, 3776677.81 421.7392 468.13439 315.36347 315.2115 4.09E-02 8.08E-02 1.02E-02 1.63E-03 1.34E-01 948 UCART1 556432.5 3776678 556432.49, 3776677.81 406.9972 449.29587 308.85706 308.6041 3.95E-02 7.75E-02 1.00E-02 1.60E-03 1.29E-01 949 UCART1 556452.5 3776678 556452.49, 3776677.81 414.8968 461.26007 307.17953 306.9809 4.03E-02 7.96E-02 9.94E-03 1.59E-03 1.31E-01 950 UCART1 556472.5 3776678 556472.49, 3776677.81 408.594 452.12901 291.43654 291.3195 3.97E-02 7.80E-02 9.43E-03 1.51E-03 1.29E-01 951 UCART1 556492.5 3776678 556492.49, 3776677.81 392.8042 426.78527 310.38138 309.973 3.81E-02 7.37E-02 1.00E-02 1.61E-03 1.23E-01 952 UCART1 556252.5 3776698 556252.49, 3776697.81 351.0789 388.47681 286.34553 286.0738 3.41E-02 6.71E-02 9.27E-03 1.48E-03 1.12E-01 953 UCART1 556272.5 3776698 556272.49, 3776697.81 365.1209 404.14181 304.56071 304.3506 3.54E-02 6.98E-02 9.86E-03 1.58E-03 1.17E-01 954 UCART1 556372.5 3776698 556372.49, 3776697.81 426.7844 473.49638 319.18614 318.8461 4.14E-02 8.17E-02 1.03E-02 1.65E-03 1.35E-01 955 UCART1 556392.5 3776698 556392.49, 3776697.81 418.9609 463.17312 322.55197 322.3496 4.07E-02 7.99E-02 1.04E-02 1.67E-03 1.33E-01 956 UCART1 556412.5 3776698 556412.49, 3776697.81 432.2153 479.52391 326.58362 326.2821 4.20E-02 8.28E-02 1.06E-02 1.69E-03 1.37E-01 957 UCART1 556432.5 3776698 556432.49, 3776697.81 438.4436 487.30233 321.1606 321.0266 4.26E-02 8.41E-02 1.04E-02 1.66E-03 1.39E-01 958 UCART1 556452.5 3776698 556452.49, 3776697.81 422.1622 467.15366 319.69867 319.4741 4.10E-02 8.06E-02 1.03E-02 1.65E-03 1.34E-01 959 UCART1 556472.5 3776698 556472.49, 3776697.81 433.8702 481.90967 319.58859 319.4335 4.21E-02 8.32E-02 1.03E-02 1.65E-03 1.37E-01 960 UCART1 556492.5 3776698 556492.49, 3776697.81 418.5411 463.82947 305.35667 305.1528 4.06E-02 8.01E-02 9.88E-03 1.58E-03 1.32E-01 961 UCART1 556252.5 3776718 556252.49, 3776717.81 374.0479 414.09691 281.89642 281.7117 3.63E-02 7.15E-02 9.12E-03 1.46E-03 1.18E-01 962 UCART1 556272.5 3776718 556272.49, 3776717.81 361.4962 399.11416 295.21796 295.0246 3.51E-02 6.89E-02 9.55E-03 1.53E-03 1.15E-01 963 UCART1 556372.5 3776718 556372.49, 3776717.81 427.6848 474.14541 341.20582 340.9815 4.15E-02 8.18E-02 1.10E-02 1.77E-03 1.36E-01 964 UCART1 556392.5 3776718 556392.49, 3776717.81 441.1064 489.82534 327.5722 327.2148 4.28E-02 8.45E-02 1.06E-02 1.69E-03 1.40E-01 965 UCART1 556412.5 3776718 556412.49, 3776717.81 445.2107 492.59677 340.40434 340.2066 4.32E-02 8.50E-02 1.10E-02 1.76E-03 1.41E-01 966 UCART1 556432.5 3776718 556432.49, 3776717.81 447.7225 495.95609 341.15102 340.8524 4.35E-02 8.56E-02 1.10E-02 1.76E-03 1.42E-01 967 UCART1 556452.5 3776718 556452.49, 3776717.81 457.2677 508.31163 328.82254 328.7126 4.44E-02 8.77E-02 1.06E-02 1.70E-03 1.44E-01 968 UCART1 556472.5 3776718 556472.49, 3776717.81 460.9208 511.02992 344.14359 343.9569 4.47E-02 8.82E-02 1.11E-02 1.78E-03 1.46E-01 969 UCART1 556492.5 3776718 556492.49, 3776717.81 462.2999 513.43736 334.06932 333.9694 4.49E-02 8.86E-02 1.08E-02 1.73E-03 1.46E-01 970 1 556267.4 3776876 556267.4, 3776875.81 434.7664 470.78871 392.98786 392.8205 4.22E-02 8.13E-02 1.27E-02 2.03E-03 1.38E-01 971 1 556239 3776853 556239.03, 3776853.02 420.1072 457.3776 374.88198 374.7336 4.08E-02 7.89E-02 1.21E-02 1.94E-03 1.34E-01 972 1 556178.8 3776751 556178.76, 3776751.21 370.0913 405.06486 314.04782 313.9664 3.59E-02 6.99E-02 1.02E-02 1.63E-03 1.18E-01 973 1 556154.5 3776775 556154.45, 3776774.51 373.3838 409.36161 308.72389 308.6782 3.63E-02 7.07E-02 9.99E-03 1.60E-03 1.18E-01 974 1 556119.5 3776705 556119.5, 3776705.11 339.9575 374.39793 277.85685 277.798 3.30E-02 6.46E-02 8.99E-03 1.44E-03 1.08E-01 975 1 556146.5 3777268 556146.51, 3777267.93 326.8052 366.29865 266.77352 266.6959 3.17E-02 6.32E-02 8.63E-03 1.38E-03 1.05E-01

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APPENDIX C, YUCCA VALLEY WALMART FUEL STATION GEOTECHNICAL

ENGINEERING REPORT

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Report Cover Page
Yucca Valley Walmart Fuel
Station
Geotechnical Engineering Report
May 7, 2024 | Terracon Project No. LA245053
Prepared for:

Kimley-Horn
1100 W Town and Country Road,
Suite 700
Orange, CA 92868

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145 W Walnut St.

Gardena, CA 90248
P (949) 261-0051
Terracon.com
Facilities | Environmental | Geotechnical | Materials
Report Cover Letter to Sign
May 7, 2024
Kimley-Horn
1100 W Town and Country Road, Suite 700
Orange, CA 92868
Attn: Ryan Alvarez
P: (714) 786-6322
E: [email protected]
Re: Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station
58501 Twenty Nine Palms Hwy.

Yucca Valley, San Bernardino County, CA
Terracon Project No. LA245053
Dear Mr. Alvarez:

We have completed the scope of Geotechnical Engineering services for the above referenced project in general accordance with Terracon Proposal No. PLA245053 dated March 14, 2023 between Terracon and Kimley-Horn. This report presents the findings of the subsurface exploration and provides geotechnical recommendations concerning earthwork, construction of floor slabs, underground storage tanks, pavements and the design and construction of foundations for the proposed fuel center.

We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report or if we may be of further service, please contact us.

Sincerely,
Terracon
Janna Valdez, E.I.T. Joshua R. Morgan, P.E.

Staff Engineer Regional Geotechnical Manager

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials i Table of Contents
Introduction.................................................................................................... 1 Project Description.......................................................................................... 1 Site Conditions ................................................................................................ 3 Geotechnical Characterization ......................................................................... 4 Subsurface Conditions ............................................................................... 4 Lab Results .............................................................................................. 4 Groundwater ............................................................................................ 5 Seismic Site Class............................................................................................ 5 Faulting and Estimated Ground Motions ........................................................ 6 Liquefaction .................................................................................................... 7 Corrosivity ...................................................................................................... 7 Geotechnical Overview .................................................................................... 8 Earthwork ....................................................................................................... 9 Site Preparation........................................................................................ 9 Subgrade Preparation...............................................................................10 Excavation..............................................................................................11 Fill Material and Placement........................................................................12 Compaction Requirements.........................................................................12 Utility Trench Backfill................................................................................13 Grading and Drainage...............................................................................14 Exterior Slab Design and Construction.........................................................14 Earthwork Construction Considerations .......................................................14 Construction Observation and Testing .........................................................16 Shallow Foundations ..................................................................................... 16 Shallow Foundation Design Recommendations ..............................................17 Design Parameters – Overturning and Uplift Loads ........................................18 Foundation Construction Considerations ......................................................19 Deep Foundations.......................................................................................... 20 Drilled Shaft Design Recommendations .......................................................20 Drilled Shaft Axial Loading ........................................................................20 Drilled Shaft Lateral Loading......................................................................20 Drilled Shaft Construction Considerations ....................................................22 Floor Slabs .................................................................................................... 23 Lateral Earth Pressures ................................................................................. 25 Design Parameters...................................................................................25 Pavements .................................................................................................... 26 General Pavement Comments ....................................................................26 Pavement Design Parameters ....................................................................26 Pavement Drainage..................................................................................27 Pavement Maintenance .............................................................................28 General Comments ........................................................................................ 28

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials ii Figures
GeoModel
Attachments
Exploration and Testing Procedures
Site Location and Exploration Plans
Exploration and Laboratory Results
Supporting Information
Note: This report was originally delivered in a web-based format. Blue Bold text in the report indicates a referenced section heading. The PDF version also includes hyperlinks which direct the reader to that section and clicking on the logo will bring you back to this page. For more interactive features, please view your project online at client.terracon.com.

Refer to each individual Attachment for a listing of contents.

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 1 Introduction
This report presents the results of our subsurface exploration and Geotechnical Engineering services performed for the proposed fuel station to be located at within the existing parking lot of a Walmart Supercenter at 58501 Twentynine Palms Hwy., Yucca Valley, San Bernardino County, CA. The purpose of these services was to provide information and geotechnical engineering recommendations relative to:
■ Subsurface soil conditions
■ Groundwater conditions
■ Seismic site classification per California Building Code (CBC) ■ Lateral Earth Pressures
■ Site preparation and earthwork
■ Foundation design and construction
■ Pavement design and construction
The geotechnical engineering Scope of Services for this project included the advancement of test borings, laboratory testing, engineering analysis, and preparation of this report. The geotechnical engineering Scope of Services for our current scope of work included the following:
■ Two (2) soil test borings to depths of 21.5, two (2) to approximately 16.5 feet, and two (2) to 6.5 feet below ground surface (bgs) in the proposed fuel station areas
■ Corrosion testing on soil samples obtained from one (1) location Drawings showing the site and boring locations are shown on the Site Location and Exploration Plan, respectively. The results of the laboratory testing performed on soil samples obtained from the site during our field exploration are included on the boring logs and/or as separate graphs in the Exploration Results section.

Project Description
Our initial understanding of the project was provided in our proposal and was discussed during project planning. A period of collaboration has transpired since the project was initiated, and our final understanding of the project conditions is as follows:

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 2 Item Description
Information
Provided
An email request for proposal was provided by Ryan Alvarez on March 7, 2024. The request included a conceptual site plan.

Project
Description
The project includes a fuel station area with a footprint up to 1.2 acres in the northeast portion of an existing Walmart
Supercenter parking lot.

Proposed
Structure
The project includes a single-story fuel station serviced building with a footprint up to 1500 square feet (30x50 feet). The building will be slab-on-grade (non-basement). The project will also include the construction of a fuel station canopy (160 feet by 30 ft). The improvements will also include reconfiguration of drive lanes and landscape areas. A below grade fuel tank is also proposed.

Maximum
Structural Loads
Fuel Station Service Building Structural Load Data: We
understand that the fuel service building will have dimensions of 1,500 square feet. The typical gravity load to an interior column is 12 kips. The estimated maximum gravity load that may occasionally occur due to severe live loading is 25 kips.

Maximum column uplift force from wind is estimated at 15 kips.

The light gauge steel stud wall gravity loads range from 0.5 to

1.0 kips per lineal foot. Estimated maximum uniform floor slab live load is 100 psf. Estimated maximum floor slab
concentrated load is 1.0 kip.

Fuel Station Canopy (typical for multi-column layouts)
Structural Load Data: For the canopy, the isolated column loads consist of axial gravity and uplift loads in conjunction with shear and overturning moments. The typical gravity axial load to a canopy column is 20 kips. The estimated maximum gravity load that may occasionally occur due to severe live loading is 40 kips. Maximum column uplift force from wind is estimated at 25 kips. The estimated maximum shear load from wind is
estimated at 8 kips. The estimated maximum overturning
moment from wind is estimated at 120 kip-feet.

Grading/Slopes
We anticipate that the field grade will follow the existing site grades with minimum grading required to bring the site to finish grade. The fuel tank is anticipated to be on the order of 15 feet below existing site grades.

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Design life of 20 years based on a minimum ESAL (18 kip) load of 2,200, terminal serviceability = 2.0, reliability = 85%, initial serviceability = 4.2, standard deviation = 0.45 for flexible pavements and 0.35 for rigid pavements.

Heavy Duty Pavement:

A design life of 20 years, based on a minimum ESAL (18 kip) load of 335,800, terminal serviceability = 2.0, reliability = 85%, initial serviceability = 4.2, standard deviation = 0.45 for flexible pavements and 0.35 for rigid pavements.

Infiltration
Systems
The realignment of the storm drain line is included in the site plan and outfalls into an existing stormwater infiltration basin, therefore we did not include percolation testing for infiltration rates is not part of this project.

Building Code 2022 California Building Code (CBC)
Terracon should be notified if any of the above information is inconsistent with the planned construction, especially the grading limits, as modifications to our recommendations may be necessary.

Site Conditions
The following description of site conditions is derived from our site visit in association with the field exploration and our review of publicly available geologic and topographic maps.

Item Description
Parcel
Information
The project is located at 58501 Twentynine Palms Hwy., Yucca Valley, San Bernardino County, CA.

The proposed canopy portion of the site encompasses an
approximate footprint of 1.2 acres. The coordinates of the approximate center of the site are 34.1340°N, 116.3833°W.

See Site Location
Existing
Improvements
The site is currently a parking lot for an existing Walmart shopping center. Existing improvements consist of paved parking and drive areas, hardscaping, and landscaping.

Current Ground
Cover Primarily asphalt pavements for parking and drive areas.

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 4 Item Description
Existing
Topography
The site is relatively flat with an approximate elevation ranging from 3206 to 3210 feet (from Google Earth Pro™).

Geotechnical Characterization
Subsurface Conditions
We have developed a general characterization of the subsurface conditions based upon our review of the subsurface exploration, laboratory data, geologic setting and our understanding of the project. This characterization, termed GeoModel, forms the basis of our geotechnical calculations and evaluation of the site. Conditions observed at each exploration point are indicated on the individual logs. The individual logs can be found in the Exploration Results and the GeoModel can be found in the Figures attachment of this report.

As part of our analyses, we identified the following model layers within the subsurface profile. For a more detailed view of the model layer depths at each boring location, refer to the GeoModel.

Model Layer Layer Name Density/Consistency
01 Fill – Silty Sand Medium dense to dense
02 Silty Sand or Poorly Graded Sand
with Silt Loose to dense
The geotechnical characterization forms the basis of our geotechnical calculations and evaluation of site preparation and foundation options. As noted in General Comments, the characterization is based upon widely spaced exploration points across the site, and variations are likely.

Lab Results
Laboratory tests were conducted on selected soil samples and the test results are presented in the Exploration Results section and on the boring logs. Atterberg limit test results indicate that the on-site soils generally non-plastic. A consolidation test indicated that the sandy soils encountered at an approximate depth of 2.5 feet and 5 feet bgs have a negligible collapse potential when saturated under normal footing loads of 2,000 psf. Direct shear testing on clayey soils encountered at 7.5 feet indicate soils

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 5 have an effective friction angle of approximately 35 degrees with apparent cohesion value of 170 psf. Maximum density/optimum moisture content testing conducted in accordance with ASTM D1557 (Modified Proctor) indicate that near surface soils tested have maximum dry density of 125.5 pounds per cubic feet (pcf) and optimum water content of 9 percent. R-value tests on soils tested in the surface indicate that the soils have an approximate R-value of 65.

Groundwater
The borings were advanced using a hollow-stem-auger technique that allow short term groundwater observations to be made while drilling. Groundwater seepage was not encountered within the maximum allowed drilling depth at the time of our field exploration. Groundwater conditions may be different at the time of construction.

According to data collected from the Water Data Library for the State of California from a nearby well, located approximately 0.7 miles southwest of the site in the State Well Number 01N06E31G001S, historic groundwater levels between July 3, 2008, and December 20, 2009 were recorded at greater than 100 feet bgs. 1 Groundwater conditions may change because of seasonal variations in rainfall, runoff, and other conditions not apparent at the time of drilling. Therefore, groundwater levels during construction or at other times in the life of the structure may be higher or lower than the levels indicated on the boring logs. The possibility of groundwater level fluctuations should be considered when developing the design and construction plans for the project.

Seismic Site Class
The 2022 California Building Code (CBC) Seismic Design Parameters have been generated using the SEAOC/OSHPD Seismic Design Maps Tool. This web-based software application calculates seismic design parameters in accordance with ASCE 7-16, and 2022 CBC. The 2022 CBC requires that a site-specific ground motion study be performed 1 Groundwater elevation was obtained from the Water Data Library for the State of California Well Name 01N06E31G001S

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 6 in accordance with Section 11.4.8 of ASCE 7-16 for Site Class D sites with a mapped S1 value greater than or equal 0.2.

However, Section 11.4.8 of ASCE 7-16 includes an exception from such analysis for specific structures on Site Class D sites. The commentary for Section 11 of ASCE 7-16 (Page 534 of Section C11 of ASCE 7-16) states that “In general, this exception effectively limits the requirements for site-specific hazard analysis to very tall and or flexible structures at Site Class D sites.” Based on our understanding of the proposed structures, it is our assumption that the exception in Section 11.4.8 applies to the proposed structure. However, the structural engineer should verify the applicability of this exception.

Based on this exception, the spectral response accelerations presented below were determined using the site coefficients (Fa and Fv) from Tables 1613.2.3(1) and 1613.2.3(2) presented in Section 16.4.4 of the 2022 CBC.

Description Value
2022 California Building Code Site Classification (CBC)1 D 2 Site Latitude (°N) 34.1340
Site Longitude (°W) 116.3833
Ss Spectral Acceleration for a 0.2-Second Period 2.279
S1 Spectral Acceleration for a 1-Second Period 0.813
Fa Site Coefficient for a 0.2-Second Period 1.0
Fv Site Coefficient for a 1-Second Period 1.7

1. Seismic site classification in general accordance with the 2022 California Building Code.

2. The 2022 California Building Code (CBC) requires a site soil profile determination extending to a depth of 100 feet for seismic site classification. The current scope does not include the 100-foot soil profile determination. Borings were extended to a maximum depth of 21.5 feet, and this seismic site class definition considers that similar or denser soils continue below the maximum depth of the subsurface exploration. Additional exploration to deeper depths would be required to confirm the conditions below the current depth of exploration.

Faulting and Estimated Ground Motions
The site is located in the southern California, which is a seismically active area. The type and magnitude of seismic hazards affecting the site are dependent on the distance to causative faults, the intensity, and the magnitude of the seismic event. As calculated using the USGS Unified Hazard Tool, the Eureka Peak fault, which is considered to have the most significant effect at the site from a design standpoint, has a maximum credible earthquake magnitude of 6.47 and is located approximately 2.21 kilometers from the site.

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 7 Based on the USGS Design Maps Summary Report, using the American Society of Civil Engineers (ASCE 7-16) standard, the peak ground acceleration (PGAM) at the project site is expected to be 1.152g. Based on the USGS Unified Hazard Tool, the project site has a mean magnitude of 6.72. Furthermore, the site’s parcel partially overlaps an Alquist Priolo (AP) Earthquake Fault Zone based on our review of the State Fault Hazard Maps.2 However, the specific project site is not located within the AP Fault Zone.

Liquefaction
Liquefaction is a mode of ground failure that results from the generation of high pore water pressures during earthquake ground shaking, causing loss of shear strength.

Liquefaction is typically a hazard where the condition of loose sandy soils exists below groundwater. The California Geological Survey (CGS) has designated certain areas as potential liquefaction hazard zones.3 These are areas considered at a risk of liquefaction-related ground failure during a seismic event, based upon mapped surficial deposits and the presence of a relatively shallow water table.

Based on our review of the CGS map, the project site has not been mapped for liquefaction hazard. However, according to the San Bernadino County Geologic Maps, the site’s potential for liquefaction hazard is low. Furthermore, based on the anticipated depth to groundwater, liquefaction hazard potential at the site is considered low.4 Corrosivity
The table below lists the results of laboratory soluble sulfate, soluble chloride, electrical resistivity, and pH testing. The values may be used to estimate potential corrosive characteristics of the on-site soils with respect to contact with the various underground materials which will be used for project construction.
2 California Geological Survey. https://maps.conservation.ca.gov/cgs/informationwarehouse. 3 California Geologic Survey, “Earthquake Zones of Required Investigation, https://maps.conservation.ca.gov/cgs/EQZApp/app/
4 San Bernardino County Zoning and Overlay Maps, Geologic Hazard Maps, https://lus.sbcounty.gov/planning-home/zoning-and-overlay-maps/geologic-hazard-maps/

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 8 Corrosivity Test Results Summary
Boring
Sample
Depth
(feet)
Soluble
Sulfate
(%)
Sulfides
(ppm)
Soluble
Chloride
(mg/kg)
Red-Ox
Potential
(mV)
Total Salts
(ppm)
Electrical
Resistivity
(Ω-cm)
pH
B-1 0-5 0.01 Nil 55 +733 286 4,020 8.22
B-3 0-5 0.01 0.01 95 +732 339 6,499 8.46
Results of soluble sulfate testing indicate samples of the on-site soils tested possess negligible sulfate concentrations when classified in accordance with Table 19.3.1.1 of the ACI Design Manual. Concrete should be designed in accordance with the exposure class S0 provisions of the ACI Design Manual, Section 318, Chapter 19.

Geotechnical Overview
The site appears suitable for the proposed construction based upon geotechnical conditions encountered in the test borings, provided that the recommendations provided in this report are implemented in the design and construction phases of this project.

The subsurface materials generally consisted of loose to dense sand with varying amounts silts extending to the maximum depth of the borings. Groundwater was not encountered within the maximum depths of exploration during or at the completion of drilling and is not expected to affect foundation construction on this site.

Our explorations indicate the site has approximately 5 feet of fill material across the site. The fill soils consisted of silty sand. The estimated depth of fill should not be considered exact due to the similarity of lithology, color, and densities of the graded materials and native soils. Typically, fill soils should be removed and replaced prior to new construction. However, this fill was likely placed during the grading and relatively recent construction of the Wal-Mart shopping center and based on past history with WalMart projects grading and inspection documentation likely exists. Furthermore, In-situ density tests measured from samples taken from our borings indicate that these soils are compacted to greater than 95% of the modified proctor value and are generally homogenous. It is our opinion that these soils received adequate compaction testing during placement. However, Terracon recommends that records of the testing and inspection of grading in this area be reviewed prior to start of construction of this outlying Fuel Facility.

The proposed structures may be supported on shallow spread footing foundations bearing on engineered fill, or on drilled shafts.. Engineered fill should extend to a minimum depth of 1 feet below the bottom of foundations, or the depth of undocumented fill, or 3 feet below existing grades, whichever is greater. The excavation

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 9 should be widened laterally at least 8 inches for each 12 inches of fill placed below footing base elevations. Grading for the proposed station should incorporate the limits of the overexcavation plus a lateral distance of 1 feet beyond the outside edge of perimeter footings, where possible. Overexcavation and replacement is not required for support of drilled shaft foundations.

Geotechnical engineering recommendations for foundation systems and other earth connected phases of the project are outlined below. The recommendations contained in this report are based upon the results of field and laboratory testing (presented in the Exploration Results), engineering analyses, and our current understanding of the proposed project.

The General Comments section provides an understanding of the report limitations.

Earthwork
The following presents recommendations for site preparation, excavation, subgrade preparation, and placement of engineered fills on the project. The recommendations presented for the design and construction of foundations are contingent upon following the recommendations outlined in this section.

Earthwork on the project should be observed and evaluated by Terracon. The evaluation of earthwork should include observation and testing of engineered fill, subgrade preparation, foundation of bearing soils, and other geotechnical conditions exposed during construction of the project.

Site Preparation
Prior to placing fill, existing debris, pavements, and other deleterious materials should be removed from proposed foundation and pavement areas. Exposed surfaces within these areas should be free of mounds and depressions which could prevent uniform compaction. The site should be initially graded to create a relatively level surface to receive fill and provide for a relatively uniform thickness of fill beneath proposed structures.

Our explorations indicate the site has approximately 5 feet of fill materials across the site. The fill soils consisted of silty sand. The estimated depth of fill should not be considered exact due to the similarity of lithology, color, and densities of the graded materials and native soils. Based on our review of Google Earth imagery, it is apparent that the fill materials are associated with the grading and development of the existing shopping center onsite between March 2013 and January 2015.

Terracon does not have any documentation to show if the grading operations were monitored or the fill materials have been compacted and tested. Typically fill soils should be removed and replaced prior to new construction. However, this fill was likely placed

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 10 during the grading and relatively recent construction of the Wal-Mart shopping center and based on past history with Wal-Mart projects grading and inspection documentation likely exists. Furthermore, In-situ density tests measured from samples taken from our borings indicate that these soils are compacted to greater than 95% of the modified proctor value and are generally homogenous. It is our opinion that these soils received adequate compaction testing during placement.. If such documentation exists, Terracon should be notified and the recommendations in this report may be appropriately modified or confirmed.

Evidence of utilities such as manhole covers and utility markings was observed onsite.

Although no evidence underground facilities such as septic tanks, cesspools, or basements were observed during the site reconnaissance, such features could be encountered during construction. If unexpected fills or underground facilities are encountered, such features should be removed, and the excavation thoroughly cleaned prior to backfill placement and/or construction.

Subgrade Preparation
The proposed service building and canopies may be supported by a shallow concrete foundation system bearing on engineered fill or drilled shafts.

The proposed structures may be supported by a shallow foundation supported on engineered fill extending to a minimum depth of 1 feet below the bottom of foundations, or 3 feet below existing grade, whichever is greater. Grading for the proposed station should incorporate the limits of the overexcavation plus a lateral distance of 1 feet beyond the outside edge of perimeter footings. Overexcavation and replacement is not required for support of drilled shaft foundations.

Subgrade soils beneath proposed exterior slabs should be scarified to a minimum depth of 12 inches, moisture conditioned, and compacted. The moisture content and compaction of subgrade soils should be maintained until slab or pavement construction.

All exposed areas which will receive fill, once properly cleared and benched where necessary, should be scarified to a minimum depth of 10 inches, moisture conditioned as necessary, and compacted per the compaction requirements in this report. Compacted structural fill soils should then be placed to the proposed design grade and the moisture content and compaction of subgrade soils should be maintained until foundation construction.

Based upon the subsurface conditions determined from the geotechnical exploration, subgrade soils exposed during construction are anticipated to be relatively workable; however, the workability of the subgrade may be affected by precipitation, repetitive construction traffic or other factors. If unworkable conditions develop, workability may be improved by scarifying and drying.

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 11 Excavation
We anticipate that excavations for the proposed construction can be accomplished with conventional earthmoving equipment.

The bottom of excavations should be thoroughly cleaned of loose soils and disturbed materials prior to backfill placement and/or construction.

Onsite soils consist of cohesionless sandy soils. Such soils have the tendency to cave and slough during excavations. Therefore, formwork may be needed for foundation excavations.

The walls of the proposed excavation should be shored or sloped in conformance with OSHA excavation and trench safety standards. If any excavation is extended to a depth of more than 20 feet, it will be necessary to have the side slopes designed by a professional engineer.

We recommend that the underground storage tanks be over-excavated by about 2 feet in plan area to provide adequate access around the excavation for underground storage tanks construction. The walls of the proposed excavation should be shored or sloped in conformance with OSHA excavation and trench safety standards. If any excavation is extended to a depth of more than 20 feet, it will be necessary to have the side slopes designed by a professional engineer.

Soils from the excavation should not be stockpiled higher than six 6 feet or within ten 10 feet of the edge of an open trench. Construction of open cuts adjacent to existing structures, including underground pipes, is not recommended within a 1½ H:1V plane extending beyond and down from the perimeter of the structure. Cuts that are proposed within five 5 feet of light standards, other utilities, underground structures, and pavement should be provided with temporary shoring.

Onsite soils consist of cohesionless sandy soils. Therefore, OSHA Soil Type C should be utilized for sloping considerations and on-site soils shall be sloped at a minimum of

1.5H:1V. Furthermore, benching is not permitted.

It may be necessary for the contractor to retain a geotechnical engineer to monitor the soils exposed in all excavations and provide engineering services for slopes. This will provide an opportunity to monitor the soils encountered and to modify the excavation slopes as necessary. It also offers an opportunity to verify the stability of the excavation slopes during construction
Individual contractors are responsible for designing and constructing stable, temporary excavations. Excavations should be sloped or shored in the interest of safety following local, and federal regulations, including current OSHA excavation and trench safety standards.

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 12 Fill Material and Placement
All fill materials should be inorganic soils free of vegetation, debris, and fragments larger than six inches in size. Pea gravel or other open-graded materials should not be used as fill or backfill without the prior approval of the geotechnical engineer.

Clean on-site soils or approved imported materials may be used as fill material for the following:
■ general site grading ■ foundation backfill
■ foundation areas ■ pavement areas
Imported soils for use as fill material within proposed structure areas should conform to low volume change materials as indicated in the following specifications:

Percent Finer by Weight
Gradation (ASTM C 136)
3” .....................................................................................100 No. 4 Sieve ................................................................... 50-100 No. 200 Sieve .............................................................. 40(max) ■ Liquid Limit............................................................ 30 (max) ■ Plasticity Index....................................................... 15 (max) ■ Maximum Expansion Index* ..................................... 20 (max) *ASTM D4829
The contractor shall notify the Geotechnical Engineer of import sources sufficiently ahead of their use so that the sources can be observed and approved as to the physical characteristic of the import material. For all import material, the contractor shall also submit current verified reports from a recognized analytical laboratory indicating that the import has a "not applicable" (Class S0) potential for sulfate attack based upon current ACI criteria and is "mildly corrosive" to ferrous metal and copper. The reports shall be accompanied by a written statement from the contractor that the laboratory test results are representative of all import material that will be brought to the job.

Engineered fill should be placed and compacted in horizontal lifts, using equipment and procedures that will produce recommended moisture contents and densities throughout the lift. Fill lifts should not exceed 10 inches loose thickness.

Compaction Requirements
Recommended compaction and moisture content criteria for engineered fill materials are as follows:

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 13 Material Type and Location
Per the Modified Proctor Test (ASTM D
1557)
Minimum
Compaction
Requirement
Range of Moisture
Contents for Compaction
Above Optimum
Minimum Maximum
On-site soils and low volume
change imported fill:

Beneath foundations: 90% -1% +3%
Beneath interior slabs: 90% -1% +3%
Fill greater than 5 feet in depth: 95% -1% +3%
Beneath pavements: 95% -1% +3%
Aggregate base
(beneath pavements):
95% -1% +3%
Utility trenches*: 90% -1% +3%
Exterior Slabs: 90% -1% +3%
Bottom of excavation receiving fill: 90% -1% +3%
Miscellaneous backfill: 90% -1% +3%
*upper 12 inches should be compacted to 95% within structural areas. Low-volume change imported soils should be used in structural areas
Utility Trench Backfill
We anticipate that the on-site soils will provide suitable support for underground utilities and piping that may be installed. Any soft and/or unsuitable material encountered at the bottom of excavations should be removed and be replaced with an adequate bedding material.

A non-expansive granular material with a sand equivalent greater than 30 should be used for bedding and shading of utilities, unless allowed or specified otherwise by the utility manufacturer.

On-site materials are considered suitable for backfill of utility and pipe trenches from 1 foot above the top of the pipe to the final ground surface, provided the material is free of organic matter and deleterious substances.

Trench backfill should be mechanically placed and compacted as discussed earlier in this report. Compaction of initial lifts should be accomplished with hand-operated tampers or other lightweight compactors. Where trenches are placed beneath footings, the backfill should satisfy the gradation and expansion index requirements of engineered fill

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Grading and Drainage
All grades must provide effective drainage away from the proposed structure during and after construction and should be maintained throughout the life of the structure. Water retained next to the structure can result in soil movements greater than those discussed in this report. Greater movements can result in unacceptable differential foundation movements, cracked slabs and walls, and roof leaks.

Planters and other surface features which could retain water in areas adjacent to the building or pavements should be sealed or eliminated. In areas where sidewalks or paving do not immediately adjoin the structure, we recommend that protective slopes be provided with a minimum grade of approximately 5 percent for at least 10 feet from perimeter walls. Backfill against footings, exterior walls, and in utility and sprinkler line trenches should be well compacted and free of all construction debris to reduce the possibility of moisture infiltration. We recommend a minimum horizontal setback distance of 10 feet from the perimeter of any structure and the high-water elevation of the nearest storm-water retention basin.

Roof and canopy drainage should discharge into splash blocks or extensions when the ground surface beneath such features is not protected by exterior slabs or paving.

Sprinkler systems and landscaped irrigation should not be installed within 5 feet of foundation walls.

Exterior Slab Design and Construction
Exterior slabs-on-grade, exterior architectural features, and utilities founded on, or in backfill may experience some movement due to the volume change of the backfill. To reduce the potential for damage caused by movement, we recommend:
■ minimizing moisture increases in the backfill;
■ controlling moisture-density during placement of backfill; ■ using designs which allow vertical movement between the exterior features and adjoining structural elements;
■ placing effective control joints on relatively close centers Earthwork Construction Considerations
Upon completion of filling and grading, care should be taken to maintain the subgrade water content prior to construction of pavements. Construction traffic over the completed subgrades should be avoided to the extent practical. The site should also be

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 15 graded to prevent ponding of surface water on the prepared subgrades or in excavations. Water collecting over or adjacent to construction areas should be removed.

If the subgrade desiccates, saturates, or is disturbed, the affected material should be removed, or the materials should be scarified, moisture conditioned, and recompacted prior to pavement construction.

Should unstable subgrade conditions develop stabilization measures will need to be employed. Stabilization measures may include placement of aggregate base and multiaxial geogrid. Use of lime, fly ash, kiln dust or cement could also be considered as a stabilization technique. Laboratory evaluation is recommended to determine the effect of chemical stabilization on subgrade soils prior to construction.

We recommend that the earthwork portion of this project be completed during extended periods of dry weather if possible. If earthwork is completed during the wet season (typically November through April) it may be necessary to take extra precautionary measures to protect subgrade soils. Wet season earthwork operations may require additional mitigative measures beyond that which would be expected during the drier summer and fall months. This could include diversion of surface runoff around exposed soils and draining of ponded water on the site. Once subgrades are established, it may be necessary to protect the exposed subgrade soils from construction traffic.

Based on our understanding of the project, we anticipate that excavations up to 15 feet below existing grade for the installation of the underground storage tanks are planned for this project. The sides of below grade structure excavations may either be sloped or formed with vertical cuts. For vertical sided excavations greater than 5 feet in depth, the excavations will require the use of shoring, bracing or some form of retention to prevent sloughing and caving of the soil into the excavation.

As a safety measure, no equipment should be operated within 5 feet of the edge of the excavation and no materials should be stockpiled within 10 feet of the excavation.

Excavations should not approach closer than a distance equal to the depth of excavation from existing structures/facilities without some form of protection for the facilities.

Proper berming or ditching should be performed to divert any surface runoff away from the excavation.

The individual contractor(s) is responsible for designing and constructing stable, temporary excavations as required to maintain stability of both the excavation sides and bottom. Excavations should be sloped or shored in the interest of safety following local, and federal regulations, including current Occupational Safety and Health Administration (OSHA) excavation and trench safety standards.

As a minimum, excavations should be performed in accordance with OSHA 29 CFR, Part 1926, Subpart P, “Excavations” and its appendices, and in accordance with any applicable local, and/or state regulations.

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 16 Construction site safety is the sole responsibility of the contractor who controls the means, methods, and sequencing of construction operations. Under no circumstances shall the information provided herein be interpreted to mean Terracon is assuming responsibility for construction site safety, or the contractor's activities; such responsibility shall neither be implied nor inferred.

Construction Observation and Testing
The geotechnical engineer should be retained during the construction phase of the project to observe earthwork and to perform necessary tests and observations during subgrade preparation, proof-rolling, placement and compaction of controlled compacted fills, backfilling of excavations to the completed subgrade.

The exposed subgrade and each lift of compacted fill should be tested, evaluated, and reworked, as necessary, as recommended by the Geotechnical Engineer prior to placement of additional lifts. Each lift of fill should be tested for density and water content at a frequency of at least one test for every 2,500 square feet of compacted fill in the building areas and 5,000 square feet in pavement areas. Where not specified by local ordinance, one density and water content test should be performed for every 50 linear feet of compacted utility trench backfill. This testing frequency criteria may be adjusted during construction as specified by the geotechnical engineer of record.

In areas of foundation excavations, the bearing subgrade should be evaluated by the Geotechnical Engineer. If unanticipated conditions are observed, the Geotechnical Engineer should prescribe mitigation options.

In addition to the documentation of the essential parameters necessary for construction, the continuation of the Geotechnical Engineer into the construction phase of the project provides the continuity to maintain the Geotechnical Engineer’s evaluation of subsurface conditions, including assessing variations and associated design changes.

Shallow Foundations
We anticipate that the proposed service building and canopies may be supported on spread footings.

If the site has been prepared in accordance with the requirements noted in Earthwork, the following design parameters are applicable for shallow foundations.

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 17 Shallow Foundation Design Recommendations
Item Description
Foundation System Spread footings
Maximum Net Allowable Bearing
Pressure1
3,000 psf up to 4 feet wide
2,500 psf up to 6 feet wide
2,000 psf up to 10 feet wide
Required Bearing Stratum2
Engineered fill extending to a minimum of 1
feet below the bottom of foundations, or the
depth of undocumented fill, or 3 feet below
existing grade, whichever is greater.

Ultimate Passive Resistance3 375 pcf
Ultimate Coefficient of Sliding
Friction4

0.34 Minimum Embedment Below
Finished Grade5 18 inches
Minimum Dimensions Columns: 24 inches
Walls: 18 inches
Estimated Total Settlement from
Structural Loads About 1 inch
Estimated Differential
Settlement2,6
About 1/2 of total settlement over a horizontal
distance of 40 feet

1. The maximum net allowable bearing pressure is the pressure in excess of the minimum surrounding overburden pressure at the footing base elevation. An appropriate factor of safety has been applied. These bearing pressures can be increased by 1/3 for transient loads unless those loads have been factored to account for transient conditions.

2. Unsuitable or soft soils should be overexcavated and replaced per the recommendations presented in Earthwork.

3. Use of passive earth pressures require the sides of the excavation for the spread footing foundation to be nearly vertical and the concrete placed neat against these vertical faces or that the footing forms be removed, and compacted structural fill be placed against the vertical footing face. Assumes no hydrostatic pressure.

4. Can be used to compute sliding resistance where foundations are placed on suitable soil/materials. Should be neglected for foundations subject to net uplift conditions. A factor of safety of 1.5 is recommended.

5. For sloping ground, maintain depth below the lowest adjacent exterior grade within 5 horizontal feet of the structure

6. Differential settlements are noted for equivalent-loaded foundations and bearing elevation as measured over a span of 50 feet.

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 18 Settlement calculations were performed utilizing Westergaard and Hough’s methods5to estimate the static settlement for various foundations widths with an allowable settlement of 1-inch.

Finished grade is defined as the lowest adjacent grade within five feet of the foundation for perimeter (or exterior) footings.

The allowable foundation bearing pressure applies to dead loads plus design live load conditions. The design bearing pressure may be increased by one-third when considering total loads that include wind or seismic conditions. The weight of foundation concrete below grade may be neglected in dead load computations.

Foundation should be reinforced as necessary to reduce the potential for distress caused by differential foundation movement. Foundation excavations should be observed by the geotechnical engineer. If the soil conditions encountered differ significantly from those presented in this report, supplemental recommendation will be required.

Design Parameters – Overturning and Uplift Loads
Uplift resistance of spread footings can be developed from the effective weight of the footing and the overlying soils. As illustrated on the subsequent figure, the effective weight of the soil prism defined by diagonal planes extending up from the top of the perimeter of the foundation to the ground surface at an angle, , of 20 degrees from the vertical can be included in uplift resistance. The maximum allowable uplift capacity should be taken as a sum of the effective weight of soil plus the dead weight of the foundation, divided by an appropriate factor of safety. A maximum total unit weight of 120 pcf should be used for the backfill.
5 FHWA Geotechnical Engineering Circular No. 6 – Shallow Foundations, FHWA – SA-02-054

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 19 Foundations subject to overturning loads should be sized to maintain the entire foundation area in contact with the bearing surface during the load event. This condition requires that the load eccentricity be maintained in the central third of the foundation (e.g., e < b/6), and may require foundation widening or additional foundation weight beyond that provided by proportioning for uplift alone.

Foundation Construction Considerations
Finished grade is defined as the lowest adjacent grade within five feet of the foundation for perimeter (or exterior) footings.

The allowable foundation bearing pressure applies to dead loads plus design live load conditions. The design bearing pressure may be increased by one-third when considering total loads that include wind or seismic conditions. The weight of the foundation concrete below grade may be neglected in dead load computations.

Foundations should be reinforced as necessary to reduce the potential for distress caused by differential foundation movement. Foundation excavations should be observed by the geotechnical engineer. If the soil conditions encountered differ significantly from those presented in this report, supplemental recommendations will be required.

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 20 Deep Foundations
Drilled Shaft Design Recommendations
Proposed canopies may be supported on drilled shafts. Total required embedment of the drilled shaft should be determined by the structural engineer based on structural loading and parameters provided in this report.

Drilled Shaft Axial Loading
Allowable skin friction and total capacity charts are attached to our Supporting Information section at the end of this report. The values presented for allowable side friction and end bearing include a factor of safety of 2.5.

Drilled piers should have a minimum (center-to-center) spacing of three diameters.

Closer spacing may require a reduction in axial load capacity. Axial capacity reduction can be determined by comparing the allowable axial capacity determined from the sum of individual piers in a group versus the capacity calculated using the perimeter and base of the pier group acting as a unit. The lesser of the two capacities should be used in design.

The allowable uplift capacities should only be based on the side friction of the shaft; however, the weight of the foundation should be added to these values to obtain the actual allowable uplift capacities for drilled shafts. Tensile reinforcement should extend to the bottom of shafts subjected to uplift loading.

Drilled Shaft Lateral Loading
Based on our review of the subsurface conditions in the area of the proposed hydrogen station, our laboratory testing, and the Standard Penetration Test (SPT) results, engineering properties have been estimated for the soils conditions as shown in the following table. Due to potential for disturbance within the upper soils around the shaft, lateral and axial capacity of soils within the upper 2 feet should be neglected.

Recommended geotechnical parameters for lateral load analyses by others of drilled shaft foundations have been developed for use in the LPILE computer program. The following table summarizes input values for use in LPILE analyses. LPILE estimated values of kh may be used. Since deflection or a service limit criterion will most likely control lateral capacity design, no safety/resistance factor is included with the parameters.

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 21 Stratigraphy1
L-Pile Soil Model 
2 ’ (pcf)2
Layer
Depth Below
Finished Grade
(feet)
1 2
Sand 34 120
5 2
5 Sand 30 110
20 1. See Subsurface Profile in Geotechnical Characterization for more details on Stratigraphy.

2. Definition of Terms:

3.  Internal friction angle

4. ’’: Effective unit weight

5. Default K and E50 values may be utilized.

The load capacities provided herein are based on the stresses induced in the supporting soil strata. The structural capacity of the shafts/piles should be checked to assure they can safely accommodate the combined stresses induced by axial and lateral forces.

Lateral deflections of shafts/piles should be evaluated using an appropriate analysis method, and will depend upon the pile’s diameter, length, configuration, stiffness and “fixed head” or “free head” condition. We can provide additional analyses and estimates of lateral deflections for specific loading conditions upon request. The load-carrying capacity of shafts/piles may be increased by increasing the diameter and/or length.

When piers are used in groups, the lateral capacities of the piers in the second, third, and subsequent rows of the group should be reduced as compared to the capacity of a single, independent pier. Guidance for applying p-multiplier factors to the p values in the p-y curves for each row of pier foundations within a pier group are as follows:

1. Front row: Pm = 0.8

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2. Second row: Pm = 0.4

3. Third and subsequent row: Pm= 0.3
For the case of a single row of piers supporting a laterally loaded grade beam, group action for lateral resistance of piers would need to be considered when spacing is less than five pier diameters (measured center-to-center). However, spacing closer than 3D (where D is the diameter of the pier) is not recommended due to the potential for the installation of a new pier disturbing an adjacent installed pier, likely resulting in axial capacity reduction.

Drilled Shaft Construction Considerations
Drilling to design depths should be possible with conventional single flight power augers.

Due to presence of granular soils, caving of soils within the drilled shaft excavations should be anticipated. Temporary steel casing will likely be required to properly drill and clean shafts prior to concrete placement.

We do not anticipate drilled shafts to extend below the depth of groundwater. However, if foundation concrete cannot be placed in dry conditions, a tremie should be used for concrete placement. If shafts extend below the depth of groundwater, a tremie should be used for concrete placement.

Drilled shaft foundation concrete should be placed immediately after completion of drilling and cleaning. If foundation concrete cannot be placed in dry conditions, a tremie should be used for concrete placement. Due to potential sloughing and raveling, foundation concrete quantities may exceed calculated geometric volumes.

In the event drilled hole walls slough during drilling, temporary steel casing may be required to properly drilled shafts prior to concrete placement. We recommend the use of slurry drilling methods with polymers method to keep the solids in suspension during the drilling. Drilled shaft foundation concrete should be placed within 6 inches of the shaft base of the slurry-filled excavation immediately after completion of drilling and cleaning. The tremie should remain inserted several feet into the fresh concrete as it displaces the slurry upward and until placement is complete. The slurry should have a sand content no greater than 1% at the time concrete placement commences. The maximum unit weight of the slurry should be established in consultation with Terracon.

As an alternative to temporary casing, the shaft excavation may be backfilled with a slurry mix in order to help stabilize sloughing sidewalls of the excavation, allowed to dry, and re-drilled through the backfill. The slurry mix design should be submitted to the Geotechnical Engineer for review and approval
If casing is used for drilled shaft construction, it should be withdrawn in a slow continuous manner maintaining a sufficient head of concrete to prevent infiltration of

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 23 water or the creation of voids in shaft concrete. Shaft concrete should have a relatively high fluidity when placed in cased shaft holes or through a tremie. Shaft concrete with slump in the range of 6 to 8 inches is recommended.

Closely spaced shafts should be drilled and filled alternatively, allowing the concrete to set at least eight hours before drilling the adjacent shaft. All excavations should be filled with concrete as soon after drilling as possible. In no event should shaft holes be left open overnight.

Formation of mushrooms or enlargements at the tops of shafts should be avoided during shaft drilling. If mushrooms develop at the tops of the shafts during drilling, sono-tubes should be placed at the shaft tops to help isolate the shafts.

Free-fall concrete placement in drilled piers will only be acceptable if provisions are taken to avoid striking the concrete on the sides of the hole or reinforcing steel. The use of a bottom-dump hopper, or an “elephant's trunk” discharging near the bottom of the hole where concrete segregation will be minimized, is recommended.

We recommend that all drilled shaft installations be observed on a full-time basis by an experienced geotechnical engineer in order to evaluate that the soils encountered are consistent with the recommended design parameters. If the subsurface soil conditions encountered differ significantly from those presented in this report, supplemental recommendations will be required. The Geotechnical Engineer should observe the installation of drilled piers to verify the soil conditions and the diameter and depth of piers. Drilled piers should be constructed true and plumb.

Drilled pier end bearing surfaces must be thoroughly cleaned prior to concrete placement. A representative of the Geotechnical Engineer should inspect the bearing surface and foundation pier configuration. If the subsurface soil conditions encountered differ significantly from those presented in this report, supplemental recommendations will be required.

The contractor should check for gas and/or oxygen deficiency before any workers enter the excavation for observation and manual cleanup. All necessary monitoring and safety precautions as required by OSHA, State or local codes should be strictly enforced.

Floor Slabs
Description Recommendation
Interior floor system Slab-on-grade concrete

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 24 Description Recommendation
Floor slab support
Engineered fill extending to a minimum depth of 1 foot
below the bottom of foundations, or to the depth of
undocumented fill, or 3 feet below existing grade
whichever is greater.

Subbase Minimum 4-inches of Aggregate Base
Modulus of subgrade
reaction
200 pounds per square inch per inch (psi/in) (The
modulus was obtained based on estimates obtained from
NAVFAC 7.1 design charts). This value is for a small
loaded area (1 Sq. ft or less) such as for forklift wheel loads or point loads and should be adjusted for larger
loaded areas.

The use of a vapor retarder should be considered beneath concrete slabs on grade covered with wood, tile, carpet, or other moisture sensitive or impervious coverings, or when the slab will support equipment sensitive to moisture. When conditions warrant the use of a vapor retarder, the slab designer should refer to ACI 302 and/or ACI 360 for procedures and cautions regarding the use and placement of a vapor retarder.

Saw-cut control joints should be placed in the slab to help control the location and extent of cracking. For additional recommendations refer to the ACI Design Manual.

Joints or cracks should be sealed with a water-proof, non-extruding compressible compound specifically recommended for heavy duty concrete pavement and wet environments.

Where floor slabs are tied to perimeter walls or turn-down slabs to meet structural or other construction objectives, our experience indicates differential movement between the walls and slabs will likely be observed in adjacent slab expansion joints or floor slab cracks beyond the length of the structural dowels. The Structural Engineer should account for potential differential settlement through use of sufficient control joints, appropriate reinforcing or other means.

Design parameters for floor slabs assume the requirements for Earthwork have been followed. Specific attention should be given to positive drainage away from the structure and positive drainage of the aggregate base beneath the floor slab.

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Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 25 Lateral Earth Pressures
Design Parameters
Recommended equivalent fluid pressures for cantilever shoring based on onsite native soils are as follows:

Item Recommended Value 1,2
Active Case 38 psf/ft
Passive Case3 375 psf/ft
At-Rest Case 58 psf/ft

1. The values are based on engineered fill materials used as backfill.

2. Uniform, horizontal backfill, compacted to at least 90% of the ASTM D1557 maximum dry density, rendering a maximum unit weight of 120 pcf.

3. Use of passive earth pressures require the sides of the excavation for the foundation to be nearly vertical and the concrete placed neat against these vertical faces or that the foundation forms be removed and compacted engineered fill be placed against the vertical foundation face
The lateral earth pressures herein do not include any factor of safety and are not applicable for submerged soils/hydrostatic loading. Additional recommendations may be necessary if such conditions are to be included in the design.

The design of retaining structures and shoring systems should consider surcharge loads imposed on the foundations. In addition, the design should take into consideration new and existing footing loads and anticipated vehicular loads in the vicinity of the proposed basement walls. In general, surcharge loads should be considered where they are located within a horizontal distance behind the wall equal to the height of the wall.

Surcharge loads acting at the top of the wall should be applied to the wall over the backfill as a uniform pressure over the entire wall height and should be added to the static earth pressures. Surcharge stresses due to point loads, line loads, and those of limited extent, such as compaction equipment, should be evaluated using elastic theory.

For the design of braced shoring, we recommend such shoring be designed using a rectangular-shaped distribution of lateral earth pressure of 23H psf, where H (in units of feet) is the height of the braced shoring. Surcharge loads from the drive lanes should be also considered in the design of the shoring.

Fill against foundation and retaining walls should be compacted to densities specified in the Earthwork section of this report. Compaction of each lift adjacent to walls should be

Page 2212 of 2762 ends

Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 26 accomplished with hand-operated tampers or other lightweight compactors. Overcompaction may cause excessive lateral earth pressures on the wall.

The design of the shored excavation should be performed by an engineer knowledgeable and experienced with the on-site soil conditions. The contractor should be aware that slope height, slope inclination or excavation depths should in no case exceed those specified in local, state or federal safety regulations, e.g., OSHA Health and Safety Standards for Excavation, 29 CFR Part 1926, or successor regulations. Such regulations are strictly enforced and, if not followed, the owner or the contractor could be liable for substantial penalties.

Pavements
General Pavement Comments
Pavement designs are provided for the traffic conditions and pavement life conditions as noted in Project Description and in the following sections of this report. A critical aspect of pavement performance is site preparation. Pavement designs noted in this section must be applied to the site which has been prepared as recommended in the Earthwork section.

Pavement Design Parameters
Asphalt concrete the Portland cement concrete pavement sections thickness was based on lab testing results. The results of R-value testing exceeded the maximum value of 50 recommended in the Caltrans method for design of flexible pavements, therefore an Rvalue of 50 was used in the following design. R-value testing may be required prior to pavement construction to verify the design R-value.

The structural sections are predicated upon proper compaction of the utility trench backfills and the subgrade soils as prescribed by in Earthwork, with the upper 12 inches of subgrade soils and all aggregate base material brought to a minimum relative compaction of 95 percent in accordance with ASTM D 1557 prior to paving. The aggregate base should meet Caltrans requirements for Class 2 base.

Assuming the pavement subgrades will be prepared as recommended within this report, the following pavement sections should be considered minimums for this project for the traffic loading listed in the table below.

Pavement calculations are based on geotechnical specifications provided by Wal-Mart using the AASHTO 1993 method. Design criteria for both standard and heavy-duty pavements are based on 18-kip Equivalent Single Axle Load (ESAL) values as shown in

Page 2213 of 2762 ends

Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 27 the tables below, using a terminal serviceability of 2.0, reliability of 85%, initial serviceability of 4.2, and a standard deviation of 0.45 for flexible pavements and 0.35 for rigid pavements. If more specific traffic information becomes available for the site, we should be contacted to reevaluate the pavement calculations.

Pavement Section Thicknesses
The following table provides our opinion of minimum thickness for AC sections:

Asphaltic Concrete Design
Layer
Thickness (inches)
Standard Duty 2 Heavy Duty 3
AC 1, 3 3 3
Aggregate Base1 4 6

1. All materials should meet the Caltrans Standard Specifications for Highway Construction.

2. 2,200 ESAL

3. 335,800 ESAL

4. Flexible pavement structural sections were calculated utilizing the AASHTO 1993 method.

The following table provides our estimated minimum thickness of PCC pavements.

Portland Cement Concrete Design
Layer
Thickness (inches)
Standard Duty 2 Heavy Duty 3
PCC 1 5 6
Aggregate Base1 4 4

1. All materials should meet the Caltrans Standard Specifications for Highway Construction.

2. 2,200 ESAL

3. 335,800 ESAL

4. Flexible pavement structural sections were calculated utilizing the AASHTO 1993 method.

Pavement Drainage
Pavements should be sloped to provide rapid drainage of surface water. Water allowed to pond on or adjacent to the pavements could saturate the subgrade and contribute to premature pavement deterioration. In addition, the pavement subgrade should be graded to provide positive drainage within the granular base section. Appropriate subPage 2214 of 2762 Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 28 drainage or connection to a suitable daylight outlet should be provided to remove water from the granular subbase.

Pavement Maintenance
The pavement sections represent minimum recommended thicknesses and, as such, periodic upkeep should be anticipated. Preventive maintenance should be planned and provided for through an on-going pavement management program. Maintenance activities are intended to slow the rate of pavement deterioration and to preserve the pavement investment. Pavement care consists of both localized (e.g., crack and joint sealing and patching) and global maintenance (e.g., surface sealing). Additional engineering consultation is recommended to determine the type and extent of a costeffective program. Even with periodic maintenance, some movements and related cracking may still occur, and repairs may be required.

Pavement performance is affected by its surroundings. In addition to providing preventive maintenance, the civil engineer should consider the following recommendations in the design and layout of pavements:
■ Final grade adjacent to paved areas should slope down from the edges at a minimum 2%.
■ Subgrade and pavement surfaces should have a minimum 2% slope to promote proper surface drainage.
■ Install pavement drainage systems surrounding areas anticipated for frequent wetting.
■ Install joint sealant and seal cracks immediately.
■ Seal all landscaped areas in or adjacent to pavements to reduce moisture migration to subgrade soils.
■ Place compacted, low permeability backfill against the exterior side of curb and gutter.
■ Place curb, gutter and/or sidewalk directly on clay subgrade soils rather than on unbound granular base course materials.

General Comments
Our analysis and opinions are based upon our understanding of the project, the geotechnical conditions in the area, and the data obtained from our site exploration.

Variations will occur between exploration point locations or due to the modifying effects of construction or weather. The nature and extent of such variations may not become evident until during or after construction. Terracon should be retained as the Geotechnical Engineer, where noted in this report, to provide observation and testing services during pertinent construction phases. If variations appear, we can provide

Page 2215 of 2762 ends

Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials 29 further evaluation and supplemental recommendations. If variations are noted in the absence of our observation and testing services on-site, we should be immediately notified so that we can provide evaluation and supplemental recommendations.

Our Scope of Services does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken.

Our services and any correspondence are intended for the sole benefit and exclusive use of our client for specific application to the project discussed and are accomplished in accordance with generally accepted geotechnical engineering practices with no thirdparty beneficiaries intended. Any third-party access to services or correspondence is solely for information purposes to support the services provided by Terracon to our client. Reliance upon the services and any work product is limited to our client and is not intended for third parties. Any use or reliance of the provided information by third parties is done solely at their own risk. No warranties, either express or implied, are intended or made.

Site characteristics as provided are for design purposes and not to estimate excavation cost. Any use of our report in that regard is done at the sole risk of the excavating cost estimator as there may be variations on the site that are not apparent in the data that could significantly effect excavation cost. Any parties charged with estimating excavation costs should seek their own site characterization for specific purposes to obtain the specific level of detail necessary for costing. Site safety and cost estimating including excavation support and dewatering requirements/design are the responsibility of others.

Construction and site development have the potential to affect adjacent properties. Such impacts can include damages due to vibration, modification of groundwater/surface water flow during construction, foundation movement due to undermining or subsidence from excavation, as well as noise or air quality concerns. Evaluation of these items on nearby properties are commonly associated with contractor means and methods and are not addressed in this report. The owner and contractor should consider a preconstruction/precondition survey of surrounding development. If changes in the nature, design, or location of the project are planned, our conclusions and recommendations shall not be considered valid unless we review the changes and either verify or modify our conclusions in writing.

Page 2216 of 2762 ends

GeoModel

Page 2217 of 2762 ends

3,182
3,184
3,186
3,188
3,190
3,192
3,194
3,196
3,198
3,200
3,202
3,204
3,206
3,208
3,210
ELEVATION (MSL) (feet)
Layering shown on this figure has been developed by the geotechnical engineer for purposes of modeling the subsurface conditions as required for the subsequent geotechnical engineering for this project.

Numbers adjacent to soil column indicate depth below ground surface.

NOTES:

B-1
B-2
B-3
B-4
B-5
B-6
Legend
This is not a cross section. This is intended to display the Geotechnical Model only. See individual logs for more detailed conditions.

GeoModel
58501 Twenty Nine Palms Hwy | Yucca Valley, CA
Terracon Project No. LA245053
Yucca Valley Fuel Center
145 W Walnut St
Gardena, CA
Asphalt Aggregate Base
Course
Silty Sand Poorly-graded Sand
with Silt
Poorly-graded Sand
with Silt and Gravel
Model Layer Layer Name General Description
1 Fill - Silty Sand
2 Poorly Graded Sand with Silt / Silty Sand
Fill - SM

SP-SM / SM
1 2
5 21.5
1 2
5 16.5
1 2
5 16.5
1 2
5 6.5
1 2
5 6.5 1
2 5

21.5

Page 2218 of 2762 ends

Page 2219 of 2762 ends

Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials
Exploration and Testing Procedures
Field Exploration
Number of Borings Approximate Boring
Depth (feet) Location
1 20 feet Proposed Underground
Storage Tanks
1 20 feet Proposed Service Building
2 15 feet Proposed Fuel Station –
Canopy Area
1 5 feet Proposed pavement area
Boring Layout and Elevations: Terracon personnel provided the boring layout using handheld GPS equipment (estimated horizontal accuracy of about ±10 feet) and referencing existing site features. Approximate ground surface elevations were estimated using Google Earth. If elevations and a more precise boring layout are desired, we recommend borings be surveyed.

Subsurface Exploration Procedures: We advanced the borings in the proposed fuel station with a truck-mounted drill rig using continuous hollow stem flight. Four samples were obtained in the upper 10 feet of each boring and at intervals of 5 feet thereafter.

Test samples were collected during drilling in general accordance with the appropriate ASTM methods using Standard Penetration Testing (SPT) and sampling using either standard split-spoon or Modified California samplers. A sampling spoon was driven into the ground by a 140 pound automatic hammer falling a distance of 30 inches. The number of blows required to advance the sampling spoon the last 12 inches of a normal 18 inch penetration was recorded as the Standard Penetration Test (SPT) resistance value, also referred to as N-values. The N-values are indicated on the boring logs at the test depths. The samples were placed in appropriate containers, taken to our soil laboratory for testing, and classified by a geotechnical engineer.

For safety purposes, all borings were backfilled with auger cuttings after their completion.

We also observed the boreholes while drilling and at the completion of drilling for the presence of groundwater. Groundwater was not encountered during exploration.

The sampling depths, penetration distances, and other sampling information was recorded on the field boring logs. The samples were placed in appropriate containers and taken to our soil laboratory for testing and classification by a Geotechnical Engineer. Our exploration team prepared field boring logs as part of the drilling operations. These field

Page 2220 of 2762 ends

Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials
logs included visual classifications of the materials observed during drilling and our interpretation of the subsurface conditions between samples. Final boring logs were prepared from the field logs. The final boring logs represent the Geotechnical Engineer's interpretation of the field logs and include modifications based on observations and tests of the samples in our laboratory.

Laboratory Testing
The project engineer reviewed the field data and assigned laboratory tests. The laboratory testing program included the following types of tests:
■ Moisture Content
■ Dry Unit Weight
■ Atterberg Limits
■ Compaction
■ Swell Consolidation Test
■ Direct Shear
■ Corrosivity
■ R-value
The laboratory testing program often included examination of soil samples by an engineer. Based on the results of our field and laboratory programs, we described and classified the soil samples in accordance with the Unified Soil Classification System.

Page 2221 of 2762 ends

Site Location Plan
Exploration Plan
Note: All attachments are one page unless noted above.

Page 2222 of 2762 ends

Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials
Note to Preparer: This is a large table with outside borders. Just click inside the table above this text box, then paste your GIS Toolbox image.

When paragraph markers are turned on you may notice a line of hidden text above and outside the table – please leave that alone. Limit editing to inside the table.

The line at the bottom about the general location is a separate table line. You can edit it as desired, but try to keep to a single line of text to avoid reformatting the page.

Site Location

DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES MAP PROVIDED BY MICROSOFT BING MAPS

Page 2223 of 2762 ends

Geotechnical Engineering Report
Yucca Valley Walmart Fuel Station | Yucca Valley, San Bernardino County, CA May 7, 2024 | Terracon Project No. LA245053
Facilities | Environmental | Geotechnical | Materials
Note to Preparer: This is a large table with outside borders. Just click inside the table above this text box, then paste your GIS Toolbox image.

When paragraph markers are turned on you may notice a line of hidden text above and outside the table – please leave that alone. Limit editing to inside the table.

The line at the bottom about the general location is a separate table line. You can edit it as desired, but try to keep to a single line of text to avoid reformatting the page.

Exploration Plan

DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS NOT INTENDED FOR CONSTRUCTION PURPOSES MAP PROVIDED BY MICROSOFT BING MAPS LEGEND
Approximate Boring
Locations

Page 2224 of 2762 ends

Exploration and Laboratory Results
Contents:

Boring Logs (B-1 through B-6)
Atterberg Limits
Compaction Graph
Swell Consolidation Test Graph (2 pages)
Direct Shear Graph
Corrosion Results
R-value Results
Note: All attachments are one page unless noted above.

Page 2225 of 2762 ends

ASPHALT, 5'' thickness
AGGREGATE BASE COURSE, 2'' thickness
FILL - SILTY SAND (SM), brown
dense
POORLY GRADED SAND WITH SILT (SP-SM), brown, medium dense loose
medium dense
Boring Terminated at 21.5 Feet
Boring Log No. B-1Depth (Ft.) Water Level
Observations
5 10
15 20
Facilities | Environmental | Geotechnical | Materials
Model Layer
Graphic Log

4.7 14

2.0 3.6

2.5 109
112
116
NP

0.4 0.6

5.0 21.5
18-17-13
N=30
6-10-13
5-7-9
N=16
9-8-10
5-8-10
N=18
11-15-19
58501 Twenty Nine Palms Hwy | Yucca Valley, CA
Terracon Project No. LA245053 Gardena, CA
145 W Walnut St
Drill Rig
CME-75
Hammer Type Automatic Driller
2R Drilling
Logged by
TABoring Started
04-02-2024
Boring Completed
04-02-2024
Abandonment Method
Boring backfilled with Auger Cuttings
Surface capped with asphalt
Advancement Method
8'' Hollow Stem Auger Notes
Water Level Observations
The estimated depth of fill should not be
considered exact due to the similarity of lithology,
color, and densities of the graded materials and native soils.

See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

The estimated depth of fill should not be considered exact due to the similarity of lithology, color, and densities of the graded materials and native soils.

Yucca Valley Fuel Center
Sample Type
Percent
Water
Fines
Content (%)
Dry Unit
Weight (pcf)Atterberg
Limits

LL-PL-PI
Location: See Exploration Plan
Latitude: 34.1338° Longitude: -116.3835°
Depth (Ft.)
Field Test
Results
1 2
The estimated depth of fill should not be considered exact due to the similarity of lithology, color, and densities of the graded materials and native soils.

Page 2226 of 2762 ends

ASPHALT, 5.5'' thickness
AGGREGATE BASE COURSE, 4'' thickness
FILL - SILTY SAND (SM), brown
dense
POORLY GRADED SAND WITH SILT (SP-SM), brown, loose
POORLY GRADED SAND WITH SILT AND GRAVEL (SP-SM), brown, medium dense
POORLY GRADED SAND WITH SILT (SP-SM), trace gravel, brown, dense
medium dense
Boring Terminated at 16.5 Feet
Boring Log No. B-2Depth (Ft.) Water Level Observations
5 10
15 Model Layer
Graphic Log
Facilities | Environmental | Geotechnical | Materials
14 6

0.5 0.8

5.0 7.5

10.0 16.5
18-29-45
4-4-5
N=9
15-25-23
8-12-27
N=39
7-12-10

5.9 4.1

3.8 122
119
119
58501 Twenty Nine Palms Hwy | Yucca Valley, CA
Terracon Project No. LA245053 Gardena, CA
145 W Walnut St
Drill Rig
CME-75
Hammer Type Automatic Driller
2R Drilling
Logged by
TABoring Started
04-02-2024
Boring Completed
04-02-2024
Abandonment Method
Boring backfilled with Auger Cuttings
Surface capped with asphalt
Advancement Method
8'' Hollow Stem Auger Notes
Water Level Observations
Groundwater not encountered
See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

The estimated depth of fill should not be considered exact due to the similarity of lithology, color, and densities of the graded materials and native soils.

Yucca Valley Fuel Center
Sample Type
Percent
Fines
Atterberg
Limits

LL-PL-PI
Location: See Exploration Plan
Latitude: 34.1340° Longitude: -116.3837°
Depth (Ft.)
Field Test
Results
Water
Content (%)
Dry Unit
Weight (pcf)
1 2
The estimated depth of fill should not be considered exact due to the similarity of lithology, color, and densities of the graded materials and native soils.

Page 2227 of 2762 ends

ASPHALT, 6'' thickness
AGGREGATE BASE COURSE, 3'' thickness
FILL - SILTY SAND (SM), brown
medium dense
POORLY GRADED SAND WITH SILT (SP-SM), brown, loose
medium dense
Boring Terminated at 16.5 Feet
Boring Log No. B-3Depth (Ft.) Water Level Observations
5 10
15 Facilities | Environmental | Geotechnical | Materials Model Layer
Graphic Log

4.7 3.7

2.1 120
106
111
NP

0.5 0.8

5.0 16.5
13-25-29
3-4-5
N=9
6-9-8
3-4-5
N=9
7-11-14
58501 Twenty Nine Palms Hwy | Yucca Valley, CA
Terracon Project No. LA245053 Gardena, CA
145 W Walnut St
Drill Rig
CME-75
Hammer Type Automatic Driller
2R Drilling
Logged by
TABoring Started
04-02-2024
Boring Completed
04-02-2024
Abandonment Method
Boring backfilled with Auger Cuttings
Surface capped with asphalt
Advancement Method
8'' Hollow Stem Auger Notes
Water Level Observations
Groundwater not encountered
See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

The estimated depth of fill should not be considered exact due to the similarity of lithology, color, and densities of the graded materials and native soils.

Yucca Valley Fuel Center
Sample Type
Percent
Water
Fines
Content (%)
Dry Unit
Weight (pcf)Atterberg
Limits

LL-PL-PI
Location: See Exploration Plan
Latitude: 34.1340° Longitude: -116.3834°
Depth (Ft.)
Field Test
Results
1 2
The estimated depth of fill should not be considered exact due to the similarity of lithology, color, and densities of the graded materials and native soils.

Page 2228 of 2762 ends

ASPHALT, 5.5'' thickness
AGGREGATE BASE COURSE, 4'' thickness
FILL - SILTY SAND (SM), brown
dense
SILTY SAND (SM), brown, medium dense
Boring Terminated at 6.5 Feet
Boring Log No. B-4Depth (Ft.) Water Level Observations
5 Facilities | Environmental | Geotechnical | Materials Model Layer
Graphic Log

5.9 2.9
122
110

0.5 0.8

5.0 6.5
23-38-43
10-11-15
58501 Twenty Nine Palms Hwy | Yucca Valley, CA
Terracon Project No. LA245053 Gardena, CA
145 W Walnut St
Drill Rig
CME-75
Hammer Type Automatic Driller
2R Drilling
Logged by
TABoring Started
04-02-2024
Boring Completed
04-02-2024
Abandonment Method
Boring backfilled with Auger Cuttings
Surface capped with asphalt
Advancement Method
8'' Hollow Stem Auger Notes
Water Level Observations
Groundwater not encountered
See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

The estimated depth of fill should not be considered exact due to the similarity of lithology, color, and densities of the graded materials and native soils.

Yucca Valley Fuel Center
Sample Type
Percent
Water
Fines
Content (%)
Dry Unit
Weight (pcf)Atterberg
Limits

LL-PL-PI
Location: See Exploration Plan
Latitude: 34.1338° Longitude: -116.3833°
Depth (Ft.)
Field Test
Results
1 2
The estimated depth of fill should not be considered exact due to the similarity of lithology, color, and densities of the graded materials and native soils.

Page 2229 of 2762 ends

ASPHALT, 5'' thickness
AGGREGATE BASE COURSE, 3'' thickness
FILL - SILTY SAND (SM), brown
dense
POORLY GRADED SAND WITH SILT (SP-SM), brown, medium dense Boring Terminated at 6.5 Feet
Boring Log No. B-5Depth (Ft.) Water Level Observations
5 Facilities | Environmental | Geotechnical | Materials Model Layer
Graphic Log

6.6 2.6
122
107

0.4 0.7

5.0 6.5
32-46-40
13-11-11
58501 Twenty Nine Palms Hwy | Yucca Valley, CA
Terracon Project No. LA245053 Gardena, CA
145 W Walnut St
Drill Rig
CME-75
Hammer Type Automatic Driller
2R Drilling
Logged by
TABoring Started
04-02-2024
Boring Completed
04-02-2024
Abandonment Method
Boring backfilled with Auger Cuttings
Surface capped with asphalt
Advancement Method
8'' Hollow Stem Auger Notes
Water Level Observations
Groundwater not encountered
See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

The estimated depth of fill should not be considered exact due to the similarity of lithology, color, and densities of the graded materials and native soils.

Yucca Valley Fuel Center
Sample Type
Percent
Water
Fines
Content (%)
Dry Unit
Weight (pcf)Atterberg
Limits

LL-PL-PI
Location: See Exploration Plan
Latitude: 34.1336° Longitude: -116.3835°
Depth (Ft.)
Field Test
Results
1 2
The estimated depth of fill should not be considered exact due to the similarity of lithology, color, and densities of the graded materials and native soils.

Page 2230 of 2762 ends

ASPHALT, 6'' Thickness
AGGREGATE BASE COURSE, 4'' thickness
FILL - SILTY SAND (SM), brown
medium dense
SILTY SAND (SM), brown, medium dense
loose
POORLY GRADED SAND WITH SILT (SP-SM), brown, medium dense Boring Terminated at 21.5 Feet
Boring Log No. B-6Depth (Ft.) Water Level Observations
5 10
15 20
Facilities | Environmental | Geotechnical | Materials
Model Layer
Graphic Log
10 6

3.7 4.1

3.3 113
111
114

0.5 0.8

5.0 15.0

21.5 7-11-13
N=24
9-10-10
3-3-3
N=6
5-7-9
3-5-5
N=10
7-8-11
58501 Twenty Nine Palms Hwy | Yucca Valley, CA
Terracon Project No. LA245053 Gardena, CA
145 W Walnut St
Drill Rig
CME-75
Hammer Type Automatic Driller
2R Drilling
Logged by
TABoring Started
04-02-2024
Boring Completed
04-02-2024
Abandonment Method
Boring backfilled with Auger Cuttings
Surface capped with asphalt
Advancement Method
8'' Hollow Stem Auger Notes
Water Level Observations
Groundwater not encountered
See Exploration and Testing Procedures for a description of field and laboratory procedures used and additional data (If any).

See Supporting Information for explanation of symbols and abbreviations.

The estimated depth of fill should not be considered exact due to the similarity of lithology, color, and densities of the graded materials and native soils.

Yucca Valley Fuel Center
Sample Type
Percent
Water
Fines
Content (%)
Dry Unit
Weight (pcf)Atterberg
Limits

LL-PL-PI
Location: See Exploration Plan
Latitude: 34.1342° Longitude: -116.3835°
Depth (Ft.)
Field Test
Results
1 2
The estimated depth of fill should not be considered exact due to the similarity of lithology, color, and densities of the graded materials and native soils.

Page 2231 of 2762 ends

0 10
20 30
40 50
60 0 10 20 30 40 50 60 70 80 90 100 110
"A" Line
ASTM D4318

CH or OH
CL or OL
ML or OL
MH or OH
NP
NP

13.9 SM
SP-SM
NP
NP
NP
NP

13.9 SM
SP-SM
NP
NP

NP
NP

SILTY SAND

POORLY GRADED SAND WITH SILT
Atterberg Limit Results
"U" Line
Liquid Limit
LL PL PI Fines USCS Description Fines
Plasticity Index

CL - ML
16 4
7 Facilities | Environmental | Geotechnical | Materials

0.6 - 5
5 - 6.5
B-1
B-3
Boring ID Depth (Ft)
145 W Walnut St
Terracon Project No. LA245053 Gardena, CA
58501 Twenty Nine Palms Hwy | Yucca Valley, CA
Yucca Valley Fuel Center

Page 2232 of 2762 ends

50 54
58 62
66 70
74 78
82 86
90 94
98 102
106
110
114
118
122
126
130
134
138
142
0 5 10 15 20 25 30 35 40 45
Curves of 100% Saturation
for Specific Gravity Equal to:

2.80 2.70

2.60 Moisture-Density Relationship
Dry Density (pcf)
Water Content (%)
ASTM D1557-Method B
Facilities | Environmental | Geotechnical | Materials
145 W Walnut St
Terracon Project No. LA245053 Gardena, CA
58501 Twenty Nine Palms Hwy | Yucca Valley, CA
Yucca Valley Fuel Center
Description of Materials
Optimum Water Content
(%)
Maximum Dry Density
(pcf) Test Method
ASTM D1557-Method B 125.5 9.0
Fines
(%) PIPLLL

SILTY SAND
Fraction
> mm size
B-5 0.66 - 5
Boring ID Depth (Ft)

Page 2233 of 2762 ends

-7
-6
-5
-4
-3
-2
-1
0 1
2 100 1,000 10,000
Axial Strain (%)
Pressure (psf)
ASTM D4546
One-Dimensional Swell or Collapse
Facilities | Environmental | Geotechnical | Materials
Notes: water added at 2,000 psf2.0109
Description USCS (pcf) WC (%)

POORLY GRADED SAND WITH SILT SP-SM
Boring ID Depth (Ft)
5 - 6.5B-1
145 W Walnut St
Terracon Project No. LA245053 Gardena, CA
58501 Twenty Nine Palms Hwy | Yucca Valley, CA
Yucca Valley Fuel Center

Page 2234 of 2762 ends

SILTY SAND SM
Boring ID Depth (Ft)

2.5 - 4B-3
145 W Walnut St
Terracon Project No. LA245053 Gardena, CA
58501 Twenty Nine Palms Hwy | Yucca Valley, CA
Yucca Valley Fuel Center

Page 2235 of 2762 ends

Yucca Valley Fuel Center
58501 Twenty Nine Palms Hwy | Yucca Valley, CA 145 W Walnut St.

Terracon Project No.: LA245053 Gardena, CA
USCS γd (pcf) W(%)
SP-SM 106 7.6
30 Direct Shear Test
ASTM D3080
672
1428
2712
Peak Ultimate
φ° C (psf) φ° C (psf)

35.0 170 34.0
1000
Boring ID
Peak Shear Stress
(psf)
Ultimate Shear
Stress
(psf)
Normal Stress
(psf)
Depth (ft)
B-3 7.5
Description
Poorly Graded Sand with Silt
2000
4000
768
1680
2880
0 500
1000
1500
2000
2500
3000
3500
0 500 1000 1500 2000 2500 3000 3500 4000 4500
Shear Stress (psf)
Normal Stress (psf)
Peak Ultimate Peak Ultimate

Page 2236 of 2762 ends

750 Pilot Road, Suite F
Las Vegas, Nevada 89119
(702) 597-9393
Client
Date Received: Lab No.: 24-0140
Analyzed By:
6499

8.22 0.01
Nil
55 +733
B-1
--
B-3

0.0-5.0

8.46 4/10/2024
Results of Corrosion Analysis
Sample Number
Sample Location
Sample Submitted By: Terracon (LA)
286
4020
--
Kimley-Horn and Associates Inc
Project
WM Fuel Yucca Valley Fuel 1915
Sample Depth (ft.) 0.0-5.0
pH Analysis, ASTM G51
Water Soluble Sulfate (SO4), ASTM C 1580
(Percent %)
Sulfides, AWWA 4500-S D, (mg/Kg)
Chlorides, ASTM D512, (mg/kg)
Red-Ox, ASTM G200, (mV)
Total Salts, AWWA 2520 B, (mg/Kg)
Saturated Minimum Resistivity, ASTM G-57,
(ohm-cm)

0.01 Nil
95 +732
339
The tests were performed in general accordance with applicable ASTM and AWWA test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials.

Laboratory Coordinator
Nathan Campo

Page 2237 of 2762 ends

Job No. LA245053
Date. 4/13/2024

LABORATORY RECORD OF TESTS MADE ON

BASE, SUBBASE, AND BASEMENT SOILS
CLIENT: Kimley-Horn and Associates
PROJECT Yucca Valley Fuel Center
LOCATION:

R-VALUE # : B-4
T.I. :

A B C D
COMPACTOR AIR PRESSURE P.S.I. 350 350 350
INITIAL MOISTURE % 4.4 4.4 4.4
WATER ADDED, ML 50 40 30
WATER ADDED % 4.6 3.7 2.7
MOISTURE AT COMPACTION % 9.0 8.1 7.1
HEIGHT OF BRIQUETTE 2.45 2.47 2.51
WET WEIGHT OF BRIQUETTE 1134 1138 1147
DENSITY LB. PER CU.FT. 128.7 129.2 129.2
STABILOMETER PH AT 1000 LBS. 21 17 14
2000 LBS. 35 29 22
DISPLACEMENT 5.40 5.20 5.00
R-VALUE 62 68 76
EXUDATION PRESSURE 160 440 680
THICK. INDICATED BY STAB. 0.00 0.00 0.00
EXPANSION PRESSURE 0 0 0
THICK. INDICATED BY E.P. 0.00 0.00 0.00
R-Value: 65
62 68
76 0
100
200
300
400
500
600
700
800
80 70 60 50 40 30 20 10 0

EXUDATION PRESSURE PSI

R-VALUE

EXUDATION CHART

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Supporting Information
Contents:

Shaft Analyses
General Notes
Unified Soil Classification System
Geotechnical Investigation Fact Sheet
Note: All attachments are one page unless noted above.

Page 2239 of 2762 ends

Side Resistance/F.S. (tons)
Allowable Skin Friction
Depth (ft)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
Dia=2 ft
Dia=2.5 ft
Dia=3 ft
Dia=3.5 ft
Dia=4 ft
Dia=4.5 ft
Dia=5 ft

Page 2240 of 2762 ends

Total Resistance/F.S. (tons)
Allowable Downward Capacity
Depth (ft)
0 2 4 6 8 10 12 14 16 18 20 22 24
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
Dia=2 ft
Dia=2.5 ft
Dia=3 ft
Dia=3.5 ft
Dia=4 ft
Dia=4.5 ft
Dia=5 ft

Page 2241 of 2762 ends

Auger
Cuttings
Modified
Dames &
Moore Ring
Sampler
Grab
Sample
Standard
Penetration
Test
Facilities | Environmental | Geotechnical | Materials
less than 0.25

0.25 to 0.50

0.50 to 1.00

1.00 to 2.00

2.00 to 4.00
> 4.00
Unconfined
Compressive
Strength Qu (tsf)
145 W Walnut St
Carson, CA
N
(HP)
(T)
(DCP)
UC
(PID)
(OVA)
Standard Penetration Test
Resistance (Blows/Ft.)
Hand Penetrometer
Torvane
Dynamic Cone Penetrometer
Unconfined Compressive
Strength
Photo-Ionization Detector
Organic Vapor Analyzer
Water Level After a
Specified Period of Time
Water Level After
a Specified Period of Time
Cave In
Encountered
Water Level Field Tests
Water Initially
Encountered
Sampling
Water levels indicated on the soil boring logs are the
levels measured in the borehole at the times indicated.

Groundwater level variations will occur over time. In
low permeability soils, accurate determination of
groundwater levels is not possible with short term
water level observations.

General Notes
Location And Elevation Notes
Exploration point locations as shown on the Exploration Plan and as noted on the soil boring logs in the form of Latitude and Longitude are approximate. See Exploration and Testing Procedures in the report for the methods used to locate the exploration points for this project. Surface elevation data annotated with +/- indicates that no actual topographical survey was conducted to confirm the surface elevation. Instead, the surface elevation was approximately determined from topographic maps of the area.

Soil classification as noted on the soil boring logs is based Unified Soil Classification System. Where sufficient laboratory data exist to classify the soils consistent with ASTM D2487 "Classification of Soils for Engineering Purposes" this procedure is used. ASTM D2488 "Description and Identification of Soils (Visual-Manual Procedure)" is also used to classify the soils, particularly where insufficient laboratory data exist to classify the soils in accordance with ASTM D2487. In addition to USCS classification, coarse grained soils are classified on the basis of their in-place relative density, and fine-grained soils are classified on the basis of their consistency. See "Strength Terms" table below for details. The ASTM standards noted above are for reference to methodology in general. In some cases, variations to methods are applied as a result of local practice or professional judgment.

Exploration/field results and/or laboratory test data contained within this document are intended for application to the project as described in this document. Use of such exploration/field results and/or laboratory test data should not be used independently of this document.

Relevance of Exploration and Laboratory Test Results
Descriptive Soil Classification
Strength Terms
0 - 3 0 - 6 < 3
7 - 184 - 9 3 - 4
19 - 5810 - 29 5 - 9
Hard
Very Stiff
Stiff
Medium Stiff
Soft
Very Soft
> 30
15 - 30
59 - 98 10 - 18
Relative Density of Coarse-Grained Soils
(More than 50% retained on No. 200 sieve.)
Density determined by Standard Penetration
Resistance
30 - 50
> 99> 50 19 - 42
> 42
8 - 15
4 - 8
2 - 4
0 - 1
Consistency of Fine-Grained Soils
(50% or more passing the No. 200 sieve.)
Consistency determined by laboratory shear strength testing, field visual-manual procedures or standard penetration resistance Very Loose
Loose
Medium Dense
Dense
Very Dense
Standard
Penetration or
N-Value (Blows/Ft.)
Ring
Sampler
(Blows/Ft.)
Standard Penetration
or N-Value
(Blows/Ft.)
Ring
Sampler
(Blows/Ft.)
Relative Density Consistency

Page 2242 of 2762 ends

Facilities | Environmental | Geotechnical | Materials
Unified Soil Classification System
Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests A
Soil Classification
Group
Symbol Group Name B
Coarse-Grained Soils:

More than 50% retained
on No. 200 sieve
Gravels:

More than 50% of
coarse fraction
retained on No. 4
sieve
Clean Gravels:

Less than 5% fines C
Cu≥4 and 1≤Cc≤3 E GW Well-graded gravel F
Cu<4 and/or [Cc<1 or Cc>3.0] E GP Poorly graded gravel F Gravels with Fines:

More than 12% fines C
Fines classify as ML or MH GM Silty gravel F, G, H
Fines classify as CL or CH GC Clayey gravel F, G, H
Sands:
50% or more of
coarse fraction
passes No. 4 sieve
Clean Sands:

Less than 5% fines D
Cu≥6 and 1≤Cc≤3 E SW Well-graded sand I
Cu<6 and/or [Cc<1 or Cc>3.0] E SP Poorly graded sand I
Sands with Fines:

More than 12% fines D
Fines classify as ML or MH SM Silty sand G, H, I
Fines classify as CL or CH SC Clayey sand G, H, I
Fine-Grained Soils:
50% or more passes the
No. 200 sieve
Silts and Clays:

Liquid limit less than
50 Inorganic:

PI > 7 and plots above “A” line J CL Lean clay K, L, M
PI < 4 or plots below “A” line J ML Silt K, L, M
Organic: 𝐿𝐿 𝑜𝑣𝑒𝑛 𝑑𝑟𝑖𝑒𝑑
𝐿𝐿 𝑛𝑜𝑡 𝑑𝑟𝑖𝑒𝑑 < 0.75 OL
Organic clay K, L, M, N
Organic silt K, L, M, O
Silts and Clays:

Liquid limit 50 or
more
Inorganic:

PI plots on or above “A” line CH Fat clay K, L, M
PI plots below “A” line MH Elastic silt K, L, M
Organic: 𝐿𝐿 𝑜𝑣𝑒𝑛 𝑑𝑟𝑖𝑒𝑑
𝐿𝐿 𝑛𝑜𝑡 𝑑𝑟𝑖𝑒𝑑 < 0.75 OH
Organic clay K, L, M, P
Organic silt K, L, M, Q
Highly organic soils: Primarily organic matter, dark in color, and organic odor PT Peat A Based on the material passing the 3-inch (75-mm) sieve.

B If field sample contained cobbles or boulders, or both, add “with cobbles or boulders, or both” to group name.

C Gravels with 5 to 12% fines require dual symbols: GW-GM wellgraded gravel with silt, GW-GC well-graded gravel with clay, GP-GM poorly graded gravel with silt, GP-GC poorly graded gravel with clay.

D Sands with 5 to 12% fines require dual symbols: SW-SM wellgraded sand with silt, SW-SC well-graded sand with clay, SP-SM poorly graded sand with silt, SP-SC poorly graded sand with clay.

E Cu = D60/D10 Cc =
F
If soil contains ≥ 15% sand, add “with sand” to group name.

G If fines classify as CL-ML, use dual symbol GC-GM, or SC-SM.

H If fines are organic, add “with organic fines” to group name.

I
If soil contains ≥ 15% gravel, add “with gravel” to group name.

J
If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay.

K If soil contains 15 to 29% plus No. 200, add “with sand” or “with gravel,” whichever is predominant.

L
If soil contains ≥ 30% plus No. 200 predominantly sand, add “sandy” to group name.

M If soil contains ≥ 30% plus No. 200, predominantly gravel, add “gravelly” to group name.

N PI ≥ 4 and plots on or above “A” line.

O PI < 4 or plots below “A” line.

P PI plots on or above “A” line.

Q PI plots below “A” line.
10 60
2 30
D x D
(D )

Page 2243 of 2762 ends

GEOTECHNICAL INVESTIGATION FACT SHEET
Include this form in the Geotechnical Report as an Appendix.

PROJECT LOCATION: ________________________________________________________________ Engineer: _______________________________________________ Phone #: ___________________ Geotechnical Engineering Co.: _______________________________ Report Date:_________________ Ground Water Elevation: ____________________Fill Soils Characteristics:
(If encountered)
Date Groundwater Measured: ________________ Maximum Liquid Limit: ______________ Topsoil/Stripping Depth: ____________________ Maximum Plasticity Index: ____________ Undercut (If Required): _____________________ Specified Compaction: ______________ Standard Proctor Results: (Attach plots.) Moisture Content Range: ____________ pH: ___________________________________
Corrective actions required for construction based on pH level noted:________________________________________ Resistivity: ___________________________________
Corrective actions required for construction based on resistivity level noted:
_______________________________________________
Cement Type: ___________________________________
Recommended local DOT subbase/base material (reference section plan in Foundation Subsurface Preparation):
___________________________________________________________________________________ September 25, 2018
18 of 24
Recommended Compaction Control Tests:
1 Test for Each ________ Sq. Ft. each Lift (bldg. area) 1 Test for Each ________ Sq. Ft. each Lift (parking area) Structural Fill Maximum Lift Thickness _______ in. (Measured loose) Subgrade Design CBR value = _____________.

COMPONENT ASPHALT CONCRETE
Standard heavy standard heavy
Stabilized Subgrade ______ ______ ______ ______
(If Applicable)
Base Material ______ ______ ______ ______
(Stone, Sand/Shell, etc.)
Asphalt Base Course ______ ______
Leveling Binder Course ______ ______
Surface Course ______ ______ ______ ______
NOTE: This information shall not be used separately from the geotechnical report.

Page 2244 of 2762 ends

September 25, 2018
20 of 24

FOUNDATION DESIGN CRITERIA
Include this form in the Geotechnical Report as an Appendix.

PROJECT LOCATION: ________________________________________________________________ Engineer: _______________________________________________ Phone #: ___________________ Geotechnical Engineering Co.: _______________________________ Report Date:_________________ Foundation type: ______________________________________________________________________ Allowable bearing pressure: ______________________________ Factor of Safety: _________________
Minimum footing dimensions: Individual: _________________ Continuous: ____________________ Minimum footing embedment: Exterior: __________________ Interior: ________________________ Frost depth: _____________________________
Maximum foundation settlements: Total: __________________ Differential: ______________
Slab: Potential vertical rise: _____________________________ Capillary Break (not a vapor barrier) describe: _______________________________________________ Subgrade reaction modulus: __________ psi/in Method obtained: __________________ Active Equivalent Fluid Pressures _______________________________________________________ Passive Equivalent Fluid Pressures________________________________________________________ Perimeter Drains (describe): Building: _____________________________________________________ Retaining Walls : _______________________________________________ Retaining Wall: At rest pressure: _____________________________________ Coefficient of friction: ______________________________________ COMMENTS:
______________________________________________________________________________ ______________________________________________________________________________________ ______________________________________________________________________________________ ________

Page 2245 of 2762 ends

APPENDIX D, MOJAVE RIVER WATERSHED WATER QUALITY MANAGEMENT PLAN

Page 2246 of 2762 ends

This page intentionally left blank.

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MOJAVE RIVER WATERSHED
Water Quality Management Plan
For:

Wal-Mart 1915 Fuel - Yucca Valley
CUP 01-25 | EA 02-25
Prepared for:

Wal-Mart Stores, Inc.
58501 29 Palms Hwy
Yucca Valley, CA 92284
479-871-7573
Prepared by:

Kimley-Horn
1100 W Town and Country Rd., Suite 700
Orange, CA 92868
714-939-1030
Submittal Date: 9/8/2025
Revision No. and Date: Insert No and Current Revision Date Revision No. and Date: Insert No and Current Revision Date Revision No. and Date: Insert No and Current Revision Date Revision No. and Date: Insert No and Current Revision Date Revision No. and Date: Insert No and Current Revision Date Final Approval Date:_____________________

Page 2248 of 2762 ends

MOJAVE RIVER WATERSHED Water Quality Management Plan (WQMP) Owner’s Certification
Project Owner’s Certification
This Mojave River Watershed Water Quality Management Plan (WQMP) has been prepared for Wal-Mart Stores, Inc., by Kimley-Horn. The WQMP is intended to comply with the requirements of the Town of Yucca Valley and the Phase II Small MS4 General Permitfor the Mojave River Watershed. The undersigned, while it owns the subject property, is responsible for the implementation of the provisions of this plan and will ensure that this plan is amended as appropriate to reflect up-to-date conditions on the site consistent with the Phase II Small MS4 Permit and the intent of San Bernardino County (unincorporated areas of Phelan, Oak Hills, Spring Valley Lake and Victorville) and the incorporated cities of Hesperia and Victorville and the Town of Apple Valley. Once the undersigned transfers its interest in the property, its successors in interest and the city/county/town shall be notified of the transfer. The new owner will be informed of its responsibility under this WQMP. A copy of the approved WQMP shall be available on the subject site in perpetuity.
“I certify under a penalty of law that the provisions (implementation, operation, maintenance, and funding) of the WQMP have been accepted and that the plan will be transferred to future successors.” Project Data
Permit/Application
Number(s): CUP 01-25 | EA -2-25 Grading Permit Number(s): pending Tract/Parcel Map
Number(s): APN: 0601201540000 Building Permit Number(s): pending CUP, SUP, and/or APN (Specify Lot Numbers if Portions of Tract): CUP 01-25 | EA 02-25 Owner’s Signature
Owner Name: Wal-Mart Stores, Inc.

Title
Company Wal-Mart
Address Mail Stop 0505 702 SW 8th St., Bentonville, AR 72716 Email
Telephone # 479-871-7573
Signature Date

Page 2249 of 2762 ends

MOJAVE RIVER WATERSHED Water Quality Management Plan (WQMP) Contents
Preparer’s Certification
Project Data
Permit/Application
Number(s): CUP 01-25 | EA 02-25 Grading Permit Number(s): pending Tract/Parcel Map
Number(s): APN: 0601201540000 Building Permit Number(s): pending CUP, SUP, and/or APN (Specify Lot Numbers if Portions of Tract): CUP 01-25 | EA 02-25 “The selection, sizing and design of stormwater treatment and other stormwater quality and quantity control measures in this plan were prepared under my oversight and meet the requirements of the California State Water Resources Control Board Order No. 2013-0001-DWQ.

Engineer: Jacob Glaze, P.E. PE Stamp Below
Title Professional Engineer
Company Kimley-Horn
Address 1100 W Town and Country Rd, Suite 700, Orange, CA 92868
Email [email protected]
Telephone # 714-705-1374
Signature
Date 9/8/2025

Page 2250 of 2762 ends

MOJAVE RIVER WATERSHED Water Quality Management Plan (WQMP) Contents ii
Table of Contents
Section I Introduction
Section 1 Discretionary Permits........................................................................................... 1-1 Section 2 Project Description................................................................................................. 2-1

2.1 Project Information ........................................................................................ 2-1

2.2 Property Ownership / Management............................................................... 2-2

2.3 Potential Stormwater Pollutants.................................................................... 2-3

2.4 Water Quality Credits..... ……………………………………………………………………………. 2-4 Section 3 Site and Watershed Description ........................................................................... 3-1 Section 4 Best Management Practices ................................................................................. 4-1

4.1 Source Control and Site Design BMPs............................................................. 4-1

4.1.1 Source Control BMPs................................................................................... 4-1

4.1.2 Site Design BMPs ........................................................................................ 4-6

4.2 Treatment BMPs ............................................................................................ 4-7

4.3 Project Conformance Analysis........................................................................ 4-12

4.3.1 Site Design BMP........................................................................................... 4-14

4.3.2 Infiltration BMP ........................................................................................... 4-16

4.3.4 Biotreatment BMP....................................................................................... 4-19

4.3.5 Conformance Summary ............................................................................... 4-23

4.3.6 Hydromodification Control BMP.................................................................. 4-24

4.4 Alternative Compliance Plan (if applicable).................................................... 4-25 Section 5 Inspection & Maintenance Responsibility Post Construction BMPs ..................... 5-1 Section 6 Site Plan and Drainage Plan.................................................................................. 6-1

6.1. Site Plan and Drainage Plan ........................................................................... 6-1

6.2 Electronic Data Submittal ............................................................................... 6-1 Forms
Form 1-1 Project Information ................................................................................................ 1-1 Form 2.1-1 Description of Proposed Project .......................................................................... 2-1 Form 2.2-1 Property Ownership/Management...................................................................... 2-2 Form 2.3-1 Pollutants of Concern .......................................................................................... 2-3 Form 2.4-1 Water Quality Credits.......................................................................................... 2-4 Form 3-1 Site Location and Hydrologic Features.................................................................... 3-1 Form 3-2 Hydrologic Characteristics ...................................................................................... 3-2 Form 3-3 Watershed Description........................................................................................... 3-3 Form 4.1-1 Non-Structural Source Control BMP .................................................................... 4-2 Form 4.1-2 Structural Source Control BMP ............................................................................ 4-4 Form 4.1-3 Site Design Practices Checklist............................................................................. 4-6 Form 4.2-1 LID BMP Performance Criteria for Design Capture Volume.................................. 4-7 Form 4.2-2 Summary of Hydromodification Assessment....................................................... 4-8 Form 4.2-3 Hydromodification Assessment for Runoff Volume............................................. 4-9 Form 4.2-4 Hydromodification Assessment for Time of Concentration ................................. 4-10

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MOJAVE RIVER WATERSHED Water Quality Management Plan (WQMP) Contents iii
Form 4.2-5 Hydromodification Assessment for Peak Runoff.................................................. 4-11 Form 4.3-1 Infiltration BMP Feasibility .................................................................................. 4-13 Form 4.3-2 Site Design BMP................................................................................................... 4-14 Form 4.3-3 Infiltration LID BMP ............................................................................................. 4-17 Form 4.3-4 Selection and Evaluation of Biotreatment BMP................................................... 4-19 Form 4.3-5 Volume Based Biotreatment – Bioretention and Planter Boxes w/Underdrains . 4-20 Form 4.3-6 Volume Based Biotreatment- Constructed Wetlands and Extended Detention... 4-21 Form 4.3-7 Flow Based Biotreatment .................................................................................... 4-22 Form 4.3-8 Conformance Summary and Alternative Compliance Volume Estimate .............. 4-23 Form 4.3-9 Hydromodification Control BMP.......................................................................... 4-24 Form 5-1 BMP Inspection and Maintenance.......................................................................... 5-1 Insert Appendix Title if Applicable - Otherwise, please delete text Insert Appendix Title if Applicable - Otherwise, please delete text Insert Appendix Title if Applicable - Otherwise, please delete text Insert Appendix Title if Applicable - Otherwise, please delete text Insert Appendix Title if Applicable - Otherwise, please delete text

Page 2252 of 2762 ends

MOJAVE RIVER WATERSHED Water Quality Management Plan (WQMP) 1-1
Section I – Introduction
This WQMP template has been prepared specifically for the Phase II Small MS4 General Permit in the Mojave River Watershed. This location is within the jurisdiction of the Lahontan Regional Water Quality Control Board (LRWQCB). This document should not be confused with the WQMP template for the Santa Ana Phase I area of San Bernardino County.

WQMP preparers must refer to the MS4 Permit for the Mojave Watershed WQMP template and Technical Guidance (TGD) document found at: http://cms.sbcounty.gov/dpw/Land/NPDES.aspx to find pertinent arid region and Mojave River Watershed specific references and requirements.

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MOJAVE RIVER WATERSHED Water Quality Management Plan (WQMP) 1-2
Section 1 Discretionary Permit(s)
Form 1-1 Project Information
Project Name Wal-Mart 1915 Fuel - Yucca Valley
Project Owner Contact Name:

Mailing
Address:

Mail Stop 0505 702 SW 8th St.,
Bentonville, AR 72716
E-mail
Address: Telephone: 479-871-7573
Permit/Application Number(s): CUP 01-25 | EA 02-25
Tract/Parcel Map
Number(s): APN: 0601201540000
Additional Information/
Comments:

Description of Project:

The project site is located on the northeast area of the existing Wal-Mart Supercenter parking lot, located in the Town of Yucca Valley. The project proposes a fuel station with 6 dispensers, overhead canopy, underground storage tanks, and associated convenience store.

Proposed work includes hardscape pavement, landscaping and wet and dry utility trenching.

The hydrologic soil type was not determined in the Geotech report and USDA Web Soil Survey does not have further information; therefore, soil type D will be assumed.

Stormwater runoff will be collected by nearby catch basins and area drains and be conveyed to the existing detention basin on the north side of the parcel. For fueling areas, prior to entering the detention basin, the runoff collected from there will enter an Aqua-Swirl Trash Capture AS-2 Hydrodynamic separator for pre-treatment.

The proposed project will provide more pervious surfaces than the existing conditions. The forms in this WQMP will reflect the proposed project area’s impact to the site but will be compared to previous conditions to ultimately show that the proposed conditions does not increase the stormwater volumes to the existing detention basin on the north side of the Wal-Mart Parcel.

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MOJAVE RIVER WATERSHED Water Quality Management Plan (WQMP) 1-3
Provide summary of Conceptual
WQMP conditions (if previously
submitted and approved). Attach
complete copy.

Page 2255 of 2762 ends

MOJAVE RIVER WATERSHED Water Quality Management Plan (WQMP) 3-4
Section 2 Project Description

2.1 Project Information
The WQMP shall provide the information listed below. The information provided for Conceptual/ Preliminary WQMP should give sufficient detail to identify the major proposed site design and LID BMPs and other anticipated water quality features that impact site planning. Final Project WQMP must specifically identify all BMP incorporated into the final site design and provide other detailed information as described herein.

The purpose of this information is to help determine the applicable development category, pollutants of concern, watershed description, and long term maintenance responsibilities for the project, and any applicable water quality credits. This information will be used in conjunction with the information in Section 3, Site Description, to establish the performance criteria and to select the LID BMP or other BMP for the project or other alternative programs that the project will participate in, which are described in Section 4.

2.1.1 Project Sizing Categorization
If the Project is greater than 5,000 square feet, and not on the excluded list as found on Section 1.4 of the TGD, the Project is a Regulated Development Project.

If the Project is creating and/or replacing greater than 2,500 square feet but less than 5,000 square feet of impervious surface area, then it is considered a Site Design Only project. This criterion is applicable to all development types including detached single-family homes that create and/or replace greater than 2,500 square feet of impervious area and are not part of a larger plan of development.

Form 2.1-1 Description of Proposed Project
1 Regulated Development Project Category (Select all that apply):
#1 New development
involving the creation of 5,000
ft2 or more of impervious
surface collectively over entire
site
#2 Significant redevelopment involving the
addition or replacement of
5,000 ft2 or more of impervious
surface on an already
developed site
#3 Road Project – any
road, sidewalk, or bicycle
lane project that creates
greater than 5,000 square
feet of contiguous
impervious surface
#4 LUPs – linear
underground/overhead
projects that has a
discrete location with
5,000 sq. ft. or more
new constructed
impervious surface
Site Design Only (Project Total Square Feet > 2,500 but < 5,000 sq.ft.) Will require source control Site Design Measures. Use the “PCMP” Template. Do not use this WQMP Template.
2 Project Area (ft2): 61,805 3 Number of Dwelling Units: N/A 4 SIC Code: 5541
5 Is Project going to be phased? Yes No If yes, ensure that the WQMP evaluates each phase as a distinct DA, requiring LID BMPs to address runoff at time of completion.

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MOJAVE RIVER WATERSHED Water Quality Management Plan (WQMP) 3-5

2.2 Property Ownership/Management
Describe the ownership/management of all portions of the project and site. State whether any infrastructure will transfer to public agencies (City, County, Caltrans, etc.) after project completion. State if a homeowners or property owners association will be formed and be responsible for the long-term maintenance of project stormwater facilities. Describe any lot-level stormwater features that will be the responsibility of individual property owners.

Form 2.2-1 Property Ownership/Management
Describe property ownership/management responsible for long-term maintenance of WQMP stormwater facilities:

All proposed BMP’s for the project site will be maintained by Wal-Mart Stores, Inc.

Maintenance of the WQMP facilities will be the responsibility of the property owner:

Wal-Mart Stores, Inc.

Mail Stop 0505 702 SW 8th Street, Bentonville, AR 72716 Phone: (479)-871-7573
The owner may choose to contract the appropriate employers for the maintenance of stormwater to whom will provide the proper equipment if the current general manager of the existing Wal-Mart Supercenter does not have the proper equipment and/or knowledge to do so. Any future property owner(s) will succeed Wal-Mart Stores, Inc., as the entity responsible for long term maintenance.

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MOJAVE RIVER WATERSHED Water Quality Management Plan (WQMP) 3-6

2.3 Potential Stormwater Pollutants
Best Management Practices (BMP) measures for pollutant generating activities and sources shall be designed consistent with recommendations from the CASQA Stormwater BMP Handbook for New Development and Redevelopment (or an equivalent manual). Pollutant generating activities must be considered when determining the overall pollutants of concern for the Project as presented in Form 2.3-1.

Determine and describe expected stormwater pollutants of concern based on land uses and site activities (refer to Table 3-2 in the TGD for WQMP).

Form 2.3-1 Pollutants of Concern
Pollutant
Please check:

E=Expected, N=Not
Expected
Additional Information and Comments
Pathogens (Bacterial / Virus) E N Wild bird and pet waste, garbage Nutrients - Phosphorous E N Fertilizers, food waste, & garbage Nutrients - Nitrogen E N Fertilizer & waste
Noxious Aquatic Plants E N
The proposed development does not include any areas where water will be standing long enough to allow the growth of aquatic plants.

Sediment E N Driveways, rooftops, sidewalks, paved areas, & landscape Metals E N Cars, trucks, & parking areas
Oil and Grease E N Leaking vehicles, & other related fueling activities Trash/Debris E N Poorly managed trash containers & parking areas Pesticides / Herbicides E N Landscape areas
Organic Compounds E N Cars & trucks
Other: E N
Other: E N
Other: E N

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MOJAVE RIVER WATERSHED Water Quality Management Plan (WQMP) 3-7
Section 3 Site and Watershed Description
Describe the project site conditions that will facilitate the selection of BMPsthrough an analysis of the physical conditions and limitations of the site and its receiving waters. Identify distinct drainage areas (DA) that collect flow from a portion of the site and describe how runoff from each DA (and sub-watershed Drainage Management Areas (DMAs)) is conveyed to the site outlet(s). Refer to Section 3.2 in the TGD for WQMP. The form below is provided as an example. Then complete Forms 3.2 and 3.3 for each DA on the project site. If the project has more than one drainage area for stormwater management, then complete additional versions of these forms for each DA / outlet. A map presenting the DMAs must be included as an appendix to the WQMP document.

Form 3-1 Site Location and Hydrologic Features
Site coordinates take GPS
measurement at approximate
center of site
Latitude 34.13398 Longitude -116.38341
Thomas Bros Map page
1 San Bernardino County climatic region: Desert
2 Does the site have more than one drainage area (DA): Yes No If no, proceed to Form 3-2. If yes, then use this form to show a conceptual schematic describing DMAs and hydrologic feature connecting DMAs to the site outlet(s). An example is provided below that can be modified for proposed project or a drawing clearly showing DMA and flow routing may be attached Conveyance Briefly describe on-site drainage features to convey runoff that is not retained within a DMA DMA A1 to Existing
Detention Basin
Proposed circulation and convenience store areas will have stormwater runoff sheet flow into nearby catch basins and is routed directly to the existing detention basin north of the project area.

DMA A2 to Existing
Detention Basin
Proposed canopy area will have stormwater runoff sheet flow via valley gutters to an area drain and is routed through a hydrodynamic separator for pre-treatment prior to reaching the existing detention basin
DMA A3 to Existing
Detention Basin
Proposed underground fuel storage will have stormwater runoff sheet flow via valley gutters to an area drain and is routed through a hydrodynamic separator for pre-treatment prior to reaching the existing detention basin

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Yucca Valley City CouncilJune 2, 2026

Yucca Valley City Council
June 2, 2026