-115.29148 32.930497 -115.291566 32.92968 -115.29148 32.92885 -115.29165 32.927974

600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000Approx. Distance South of Control Gate at Orchid Lateral (ft)

East Highline Canal (Section A)

-40

-30

-20

-10

0

Dep

th (f

t)

-115.29177 32.927095 -115.29175 32.926257 -115.29188 32.925358 -115.291911 32.924445 -115.29187 32.923617 -115.291941 32.922848

2000 2100 2200 2300 2400 2500 2600 2700 2800 2900 3000 3100 3200 3300 3400 3500 3600 3700 3800 3900 4000Approx. Distance South of Control Gate at Orchid Lateral (ft)

East Highline Canal (Section A)

-40

-30

-20

-10

0

Dep

th (f

t)

-115.29202 32.921959 -115.29215 32.921133 -115.292298 32.920326 -115.29231 32.919465 -115.29238 32.91861 -115.2924 32.917746 -115.29245 32.91687

4000 4100 4200 4300 4400 4500 4600 4700 4800 4900 5000 5100 5200 5300 5400 5500 5600 5700 5800 5900 6000Approx. Distance South of Control Gate at Orchid Lateral (ft)

East Highline Canal (Section A)

-40

-30

-20

-10

0

Dep

th (f

t)

Figure 36. East Highline Canalconductivity cross-section(part 1 of 12)

0 150 300Lateral Scale (ft)

5x Vertical Exaggeration2 6 10 20 30 40 50 60 70 80 90 100200300400500

Conductivity(mS/m)

EHC-Land-1

Depth referenced to canal water surface

<12% Fines

-115.29252 32.916053 -115.2926 32.915176 -115.29267 32.914254 -115.29275 32.913412 -115.2928 32.912593 -115.292923 32.91177

6000 6100 6200 6300 6400 6500 6600 6700 6800 6900 7000 7100 7200 7300 7400 7500 7600 7700 7800 7900 8000Approx. Distance South of Control Gate at Orchid Lateral (ft)

East Highline Canal (Section A)

-40

-30

-20

-10

0

Dep

th (f

t)

-115.292828 32.910924 -115.292893 32.910012 -115.29295 32.909178 -115.29288 32.908346 -115.29288 32.907451 -115.292893 32.906594

8000 8100 8200 8300 8400 8500 8600 8700 8800 8900 9000 9100 9200 9300 9400 9500 9600 9700 9800 9900 10000Approx. Distance South of Control Gate at Orchid Lateral (ft)

East Highline Canal (Section A)

-40

-30

-20

-10

0

Dep

th (f

t)

-115.292907 32.905668 -115.29292 32.904806 -115.292823 32.903943 -115.292927 32.903292

10000 10100 10200 10300 10400 10500 10600 10700 10800 10900 11000 11100Approx. Distance South of Control Gate at Orchid Lateral (ft)

East Highline Canal (Section A)

-40

-30

-20

-10

0

Dep

th (f

t)

Figure 37. East Highline Canalconductivity cross-section(part 2 of 12)

0 150 300Lateral Scale (ft)

5x Vertical Exaggeration2 6 10 20 30 40 50 60 70 80 90 100200300400500

Conductivity(mS/m) Depth referenced to canal water surface

<12% Fines

-115.29288 32.900537 -115.29288 32.899725 -115.29287 32.898813 -115.2928 32.89797 -115.29288 32.897134

300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000Approx. Distance South of Bridge (ft)

East Highline Canal (Section B)

-40

-30

-20

-10

0

Dep

th (f

t)

-115.2928 32.896226 -115.292901 32.895383 -115.292884 32.894514 -115.292744 32.89362 -115.2928 32.892756 -115.29288 32.891877

2000 2100 2200 2300 2400 2500 2600 2700 2800 2900 3000 3100 3200 3300 3400 3500 3600 3700 3800 3900 4000Approx. Distance South of Bridge (ft)

East Highline Canal (Section B)

-40

-30

-20

-10

0

Dep

th (f

t)

-115.29287 32.891058 -115.2928 32.890224 -115.29282 32.889431 -115.292772 32.888572 -115.292774 32.887713 -115.29273 32.886824

4000 4100 4200 4300 4400 4500 4600 4700 4800 4900 5000 5100 5200 5300 5400 5500 5600 5700 5800 5900 6000Approx. Distance South of Bridge (ft)

East Highline Canal (Section B)

-40

-30

-20

-10

0

Dep

th (f

t)

Figure 38. East Highline Canalconductivity cross-section(part 3 of 12)

0 150 300Lateral Scale (ft)

5x Vertical Exaggeration2 6 10 20 30 40 50 60 70 80 90 100200300400500

Conductivity(mS/m) Depth referenced to canal water surface

<12% Fines

-115.29272 32.885865 -115.2928 32.884928 -115.2928 32.884043 -115.2927 32.883094 -115.29273 32.882128 -115.292682 32.881373

6000 6100 6200 6300 6400 6500 6600 6700 6800 6900 7000 7100 7200 7300 7400 7500 7600 7700 7800 7900 8000Approx. Distance South of Bridge (ft)

East Highline Canal (Section B)

-40

-30

-20

-10

0

Dep

th (f

t)

-115.29267 32.880468 -115.292623 32.879591 -115.292609 32.878699 -115.2926 32.877772 -115.29257 32.876984 -115.29248 32.876168 -115.29248 32.875256

8000 8100 8200 8300 8400 8500 8600 8700 8800 8900 9000 9100 9200 9300 9400 9500 9600 9700 9800 9900 10000Approx. Distance South of Bridge (ft)

East Highline Canal (Section B)

-40

-30

-20

-10

0

Dep

th (f

t)

-115.2924 32.874419 -115.2924 32.873551 -115.292371 32.872703 -115.29243 32.87181 -115.292365 32.870909 -115.29238 32.870035

10000 10100 10200 10300 10400 10500 10600 10700 10800 10900 11000 11100 11200 11300 11400 11500 11600 11700 11800 11900 12000Approx. Distance South of Bridge (ft)

East Highline Canal (Section B)

-40

-30

-20

-10

0

Dep

th (f

t)

Figure 39. East Highline Canalconductivity cross-section(part 4 of 12)

0 150 300Lateral Scale (ft)

5x Vertical Exaggeration2 6 10 20 30 40 50 60 70 80 90 100200300400500

Conductivity(mS/m) Depth referenced to canal water surface

<12% Fines

-115.292358 32.86906 -115.2924 32.868233 -115.29235 32.867387 -115.292332 32.866595 -115.292278 32.865775 -115.292225 32.864825

12000 12100 12200 12300 12400 12500 12600 12700 12800 12900 13000 13100 13200 13300 13400 13500 13600 13700 13800 13900 14000Approx. Distance South of Bridge (ft)

East Highline Canal (Section B)

-40

-30

-20

-10

0

Dep

th (f

t)

-115.29213 32.864036 -115.292128 32.863194

14000 14100 14200 14300 14400 14500 14600Approx. Distance South of Bridge (ft)

East Highline Canal (Section B)

-40

-30

-20

-10

0

Dep

th (f

t)

Figure 40. East Highline Canalconductivity cross-section(part 5 of 12)

0 150 300Lateral Scale (ft)

5x Vertical Exaggeration2 6 10 20 30 40 50 60 70 80 90 100200300400500

Conductivity(mS/m) Depth referenced to canal water surface

<12% Fines

-115.292 32.860009 -115.291877 32.859144 -115.291728 32.858253 -115.291527 32.85739

400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000Approx. Distance South of Bridge at Pine Lateral (ft)

East Highline Canal (Section C)

-40

-30

-20

-10

0

Dep

th (f

t)

-115.291351 32.856501 -115.291232 32.855625 -115.2911 32.854808 -115.29098 32.853937 -115.290874 32.85304 -115.29067 32.852229 -115.29057 32.851438

2000 2100 2200 2300 2400 2500 2600 2700 2800 2900 3000 3100 3200 3300 3400 3500 3600 3700 3800 3900 4000Approx. Distance South of Bridge at Pine Lateral (ft)

East Highline Canal (Section C)

-40

-30

-20

-10

0

Dep

th (f

t)

-115.29048 32.850616 -115.2903 32.849836 -115.29012 32.849008 -115.290098 32.848167 -115.28993 32.84736 -115.28975 32.846446

4000 4100 4200 4300 4400 4500 4600 4700 4800 4900 5000 5100 5200 5300 5400 5500 5600 5700 5800 5900 6000Approx. Distance South of Bridge at Pine Lateral (ft)

East Highline Canal (Section C)

-40

-30

-20

-10

0

Dep

th (f

t)

Figure 41. East Highline Canalconductivity cross-section(part 6 of 12)

0 150 300Lateral Scale (ft)

5x Vertical Exaggeration2 6 10 20 30 40 50 60 70 80 90 100200300400500

Conductivity(mS/m) Depth referenced to canal water surface

<12% Fines

-115.289564 32.845577 -115.289451 32.844651 -115.2893 32.843833 -115.289207 32.842948 -115.289024 32.842132 -115.28892 32.841231

6000 6100 6200 6300 6400 6500 6600 6700 6800 6900 7000 7100 7200 7300 7400 7500 7600 7700 7800 7900 8000Approx. Distance South of Bridge at Pine Lateral (ft)

East Highline Canal (Section C)

-40

-30

-20

-10

0

Dep

th (f

t)

-115.28875 32.840477 -115.288593 32.839506 -115.288453 32.838678 -115.28833 32.83783 -115.28813 32.837012 -115.28802 32.836203

8000 8100 8200 8300 8400 8500 8600 8700 8800 8900 9000 9100 9200 9300 9400 9500 9600 9700 9800 9900 10000Approx. Distance South of Bridge at Pine Lateral (ft)

East Highline Canal (Section C)

-40

-30

-20

-10

0

Dep

th (f

t)

-115.287822 32.835387 -115.2876 32.834534 -115.28738 32.833651 -115.287097 32.832805 -115.28683 32.831929 -115.28662 32.831088 -115.286394 32.830305

10000 10100 10200 10300 10400 10500 10600 10700 10800 10900 11000 11100 11200 11300 11400 11500 11600 11700 11800 11900 12000Approx. Distance South of Bridge at Pine Lateral (ft)

East Highline Canal (Section C)

-40

-30

-20

-10

0

Dep

th (f

t)

Figure 42. East Highline Canalconductivity cross-section(part 7 of 12)

0 150 300Lateral Scale (ft)

5x Vertical Exaggeration2 6 10 20 30 40 50 60 70 80 90 100200300400500

Conductivity(mS/m) Depth referenced to canal water surface

Metallic Interference

<12% Fines

-115.286079 32.829495 -115.285824 32.828694 -115.285504 32.827875 -115.28519 32.826975 -115.28488 32.826092 -115.284651 32.825421

12000 12100 12200 12300 12400 12500 12600 12700 12800 12900 13000 13100 13200 13300 13400 13500 13600 13700 13800 13900 14000Approx. Distance South of Bridge at Pine Lateral (ft)

East Highline Canal (Section C)

-40

-30

-20

-10

0

Dep

th (f

t)

Figure 43. East Highline Canalconductivity cross-section(part 8 of 12)

0 150 300Lateral Scale (ft)

5x Vertical Exaggeration2 6 10 20 30 40 50 60 70 80 90 100200300400500

Conductivity(mS/m) Depth referenced to canal water surface

<12% Fines

-115.28362 32.821877 -115.28352 32.821099 -115.28333 32.820228 -115.283113 32.81944

600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000Approx. Distance South of Control Structure (ft)

East Highline Canal (Section D)

-40

-30

-20

-10

0

Dep

th (f

t)

-115.28287 32.818581 -115.28263 32.817798 -115.282372 32.816936 -115.282097 32.816065 -115.281904 32.815136 -115.281604 32.814306

2000 2100 2200 2300 2400 2500 2600 2700 2800 2900 3000 3100 3200 3300 3400 3500 3600 3700 3800 3900 4000Approx. Distance South of Control Structure (ft)

East Highline Canal (Section D)

-40

-30

-20

-10

0

Dep

th (f

t)

-115.28142 32.813394 -115.28123 32.812563 -115.280966 32.811721 -115.280748 32.810815 -115.280604 32.809938 -115.28038 32.809112 -115.28015 32.808334

4000 4100 4200 4300 4400 4500 4600 4700 4800 4900 5000 5100 5200 5300 5400 5500 5600 5700 5800 5900 6000Approx. Distance South of Control Structure (ft)

East Highline Canal (Section D)

-40

-30

-20

-10

0

Dep

th (f

t)

Figure 44. East Highline Canalconductivity cross-section(part 9 of 12)

0 150 300Lateral Scale (ft)

5x Vertical Exaggeration2 6 10 20 30 40 50 60 70 80 90 100200300400500

Conductivity(mS/m) Depth referenced to canal water surface

<12% Fines

-115.27987 32.80752 -115.2797 32.806678 -115.2796 32.805836 -115.27953 32.804985 -115.27952 32.804042 -115.2795 32.803097

6000 6100 6200 6300 6400 6500 6600 6700 6800 6900 7000 7100 7200 7300 7400 7500 7600 7700 7800 7900 8000Approx. Distance South of Control Structure (ft)

East Highline Canal (Section D)

-40

-30

-20

-10

0

Dep

th (f

t)

-115.27935 32.802184 -115.279373 32.801229 -115.279233 32.800345 -115.279204 32.79956

8000 8100 8200 8300 8400 8500 8600 8700 8800 8900 9000 9100 9200 9300 9400 9500Approx. Distance South of Control Structure (ft)

East Highline Canal (Section D)

-40

-30

-20

-10

0

Dep

th (f

t)

Figure 45. East Highline Canalconductivity cross-section(part 10 of 12)

0 150 300Lateral Scale (ft)

5x Vertical Exaggeration2 6 10 20 30 40 50 60 70 80 90 100200300400500

Conductivity(mS/m) Depth referenced to canal water surface

<12% Fines

-115.279079 32.796498 -115.27902 32.795561 -115.278878 32.79468 -115.27887 32.793819 -115.278771 32.792954

300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000Approx. Distance South of Control Gate (ft)

East Highline Canal (Section E)

-40

-30

-20

-10

0

Dep

th (f

t)

-115.2787 32.792043 -115.27867 32.791181 -115.27848 32.79036 -115.27847 32.789474 -115.2784 32.788638 -115.278201 32.787804

2000 2100 2200 2300 2400 2500 2600 2700 2800 2900 3000 3100 3200 3300 3400 3500 3600 3700 3800 3900 4000Approx. Distance South of Control Gate (ft)

East Highline Canal (Section E)

-40

-30

-20

-10

0

Dep

th (f

t)

-115.27807 32.786944 -115.27787 32.786117 -115.277643 32.785219 -115.277474 32.784323 -115.27728 32.783484 -115.277089 32.782699

4000 4100 4200 4300 4400 4500 4600 4700 4800 4900 5000 5100 5200 5300 5400 5500 5600 5700 5800 5900 6000Approx. Distance South of Control Gate (ft)

East Highline Canal (Section E)

-40

-30

-20

-10

0

Dep

th (f

t)

Figure 46. East Highline Canalconductivity cross-section(part 11 of 12)

0 150 300Lateral Scale (ft)

5x Vertical Exaggeration2 6 10 20 30 40 50 60 70 80 90 100200300400500

Conductivity(mS/m) Depth referenced to canal water surface

<12% Fines

-115.276873 32.781794 -115.27668 32.780992 -115.276407 32.780168 -115.276223 32.77924 -115.276033 32.778371 -115.275874 32.777501

6000 6100 6200 6300 6400 6500 6600 6700 6800 6900 7000 7100 7200 7300 7400 7500 7600 7700 7800 7900 8000Approx. Distance South of Control Gate (ft)

East Highline Canal (Section E)

-40

-30

-20

-10

0

Dep

th (f

t)

-115.275724 32.776607 -115.27553 32.77579 -115.275279 32.774993 -115.274871 32.774153 -115.274322 32.773422 -115.273706 32.772656

8000 8100 8200 8300 8400 8500 8600 8700 8800 8900 9000 9100 9200 9300 9400 9500 9600 9700 9800 9900 10000Approx. Distance South of Control Gate (ft)

East Highline Canal (Section E)

-40

-30

-20

-10

0

Dep

th (f

t)

-115.27325 32.771881 -115.272806 32.771129 -115.272523 32.770379 -115.27232 32.769533 -115.272022 32.768772 -115.27187 32.767904 -115.27165 32.76711 -115.27155 32.766365

10000 10100 10200 10300 10400 10500 10600 10700 10800 10900 11000 11100 11200 11300 11400 11500 11600 11700 11800 11900 12000 12100 12200Approx. Distance South of Control Gate (ft)

East Highline Canal (Section E)

-40

-30

-20

-10

0

Dep

th (f

t)

Figure 47. East Highline Canalconductivity cross-section(part 12 of 12)

0 150 300Lateral Scale (ft)

5x Vertical Exaggeration2 6 10 20 30 40 50 60 70 80 90 100200300400500

Conductivity(mS/m)

EHC-Land-2

Depth referenced to canal water surface

<12% Fines