McFarland City Council
August 8, 2024

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/3/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 10.623 0 15.935 12:00:00 PM 9.876 0 14.472
12:15:00 AM 10.366 0 15.43 12:15:00 PM 9.867 0 14.454
12:30:00 AM 10.103 0 14.915 12:30:00 PM 9.937 0 14.592
12:45:00 AM 9.94 0 14.598 12:45:00 PM 10.039 0 14.79
1:00:00 AM 9.941 0 14.599 1:00:00 PM 10.022 0 14.757
1:15:00 AM 9.738 0 14.204 1:15:00 PM 10.193 0 15.091
1:30:00 AM 9.521 0 13.782 1:30:00 PM 10.255 0 15.212
1:45:00 AM 9.406 0 13.56 1:45:00 PM 10.208 0 15.121
2:00:00 AM 9.187 0 13.137 2:00:00 PM 10.221 0 15.145
2:15:00 AM 8.959 0 12.7 2:15:00 PM 10.313 0 15.326
2:30:00 AM 8.844 0 12.48 2:30:00 PM 10.334 0 15.368
2:45:00 AM 8.677 0 12.163 2:45:00 PM 10.364 0 15.427
3:00:00 AM 8.553 0 11.927 3:00:00 PM 10.376 0 15.449
3:15:00 AM 8.496 0 11.819 3:15:00 PM 10.271 0 15.244
3:30:00 AM 8.369 0 11.579 3:30:00 PM 10.215 0 15.134
3:45:00 AM 8.275 0 11.401 3:45:00 PM 10.255 0 15.213
4:00:00 AM 8.254 0 11.362 4:00:00 PM 10.351 0 15.401
4:15:00 AM 8.26 0 11.374 4:15:00 PM 10.412 0 15.52
4:30:00 AM 8.245 0 11.346 4:30:00 PM 10.458 0 15.61
4:45:00 AM 8.188 0 11.239 4:45:00 PM 10.62 0 15.93
5:00:00 AM 8.371 0 11.582 5:00:00 PM 10.834 0 16.35
5:15:00 AM 8.564 0 11.947 5:15:00 PM 10.94 0 16.56
5:30:00 AM 8.764 0 12.328 5:30:00 PM 10.942 0 16.563
5:45:00 AM 8.929 0 12.642 5:45:00 PM 10.987 0 16.651
6:00:00 AM 8.989 0 12.758 6:00:00 PM 10.959 0 16.596
6:15:00 AM 9.057 0 12.888 6:15:00 PM 10.877 0 16.435
6:30:00 AM 9.032 0 12.839 6:30:00 PM 10.882 0 16.444
6:45:00 AM 12.272 0 19.193 6:45:00 PM 10.826 0 16.333
7:00:00 AM 12.691 0 20.02 7:00:00 PM 10.777 0 16.238
7:15:00 AM 12.764 0 20.166 7:15:00 PM 10.747 0 16.178
7:30:00 AM 12.734 0 20.107 7:30:00 PM 10.676 0 16.038
7:45:00 AM 12.659 0 19.957 7:45:00 PM 10.705 0 16.096
8:00:00 AM 12.559 0 19.76 8:00:00 PM 10.78 0 16.244
8:15:00 AM 12.483 0 19.61 8:15:00 PM 10.765 0 16.215
8:30:00 AM 12.348 0 19.343 8:30:00 PM 10.585 0 15.86
8:45:00 AM 12.242 0 19.134 8:45:00 PM 10.687 0 16.06
9:00:00 AM 12.078 0 18.809 9:00:00 PM 10.706 0 16.098
9:15:00 AM 11.99 0 18.634 9:15:00 PM 10.793 0 16.27
9:30:00 AM 11.846 0 18.35 9:30:00 PM 10.958 0 16.595
9:45:00 AM 11.394 0 17.456 9:45:00 PM 11.236 0 17.142
10:00:00 AM 9.969 0 14.653 10:00:00 PM 11.301 0 17.272
10:15:00 AM 9.526 0 13.793 10:15:00 PM 11.355 0 17.378
10:30:00 AM 9.485 0 13.712 10:30:00 PM 11.41 0 17.487
10:45:00 AM 9.608 0 13.952 10:45:00 PM 11.384 0 17.435
11:00:00 AM 9.622 0 13.979 11:00:00 PM 11.422 0 17.511
11:15:00 AM 9.647 0 14.027 11:15:00 PM 11.361 0 17.39
11:30:00 AM 9.683 0 14.097 11:30:00 PM 11.161 0 16.994
11:45:00 AM 9.759 0 14.245 11:45:00 PM 10.893 0 16.467
Inches Feet/Sec GPM
Daily Avg: 10.336 0.000 15.386
Daily Min: 8.188 0 11.239
Daily Max: 12.764 0 20.166
Peak to Avg: 1.31
Thursday - A.M. 8/3/2023 Thursday - P.M. 8/3/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/4/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 10.665 0 16.018 12:00:00 PM 9.914 0 14.545
12:15:00 AM 10.417 0 15.531 12:15:00 PM 10.004 0 14.722 12:30:00 AM 10.215 0 15.134 12:30:00 PM 10.12 0 14.949
12:45:00 AM 10.102 0 14.913 12:45:00 PM 10.091 0 14.891 1:00:00 AM 9.946 0 14.609 1:00:00 PM 9.978 0 14.671
1:15:00 AM 9.617 0 13.969 1:15:00 PM 10.031 0 14.774
1:30:00 AM 9.474 0 13.692 1:30:00 PM 10.06 0 14.832
1:45:00 AM 9.385 0 13.52 1:45:00 PM 10.231 0 15.166
2:00:00 AM 9.207 0 13.176 2:00:00 PM 10.292 0 15.285
2:15:00 AM 8.96 0 12.703 2:15:00 PM 10.292 0 15.286
2:30:00 AM 8.838 0 12.47 2:30:00 PM 10.356 0 15.41
2:45:00 AM 8.733 0 12.269 2:45:00 PM 10.369 0 15.437
3:00:00 AM 8.606 0 12.027 3:00:00 PM 10.303 0 15.307
3:15:00 AM 8.514 0 11.852 3:15:00 PM 10.386 0 15.47
3:30:00 AM 8.44 0 11.713 3:30:00 PM 10.422 0 15.54
3:45:00 AM 8.425 0 11.685 3:45:00 PM 10.397 0 15.492
4:00:00 AM 8.437 0 11.707 4:00:00 PM 10.502 0 15.698
4:15:00 AM 8.407 0 11.65 4:15:00 PM 10.678 0 16.042
4:30:00 AM 8.343 0 11.529 4:30:00 PM 10.905 0 16.49
4:45:00 AM 8.344 0 11.531 4:45:00 PM 10.943 0 16.564
5:00:00 AM 8.449 0 11.73 5:00:00 PM 10.969 0 16.615
5:15:00 AM 8.617 0 12.047 5:15:00 PM 10.981 0 16.64
5:30:00 AM 8.724 0 12.251 5:30:00 PM 10.895 0 16.469
5:45:00 AM 8.764 0 12.327 5:45:00 PM 10.769 0 16.221
6:00:00 AM 8.887 0 12.563 6:00:00 PM 10.775 0 16.233
6:15:00 AM 8.941 0 12.665 6:15:00 PM 10.844 0 16.37
6:30:00 AM 8.916 0 12.619 6:30:00 PM 10.769 0 16.222
6:45:00 AM 11.6 0 17.864 6:45:00 PM 10.739 0 16.162
7:00:00 AM 12.723 0 20.085 7:00:00 PM 10.743 0 16.171
7:15:00 AM 12.742 0 20.123 7:15:00 PM 10.621 0 15.93
7:30:00 AM 12.759 0 20.156 7:30:00 PM 10.549 0 15.79
7:45:00 AM 12.735 0 20.108 7:45:00 PM 10.674 0 16.035
8:00:00 AM 12.651 0 19.941 8:00:00 PM 10.749 0 16.183
8:15:00 AM 12.526 0 19.695 8:15:00 PM 10.696 0 16.078
8:30:00 AM 12.413 0 19.471 8:30:00 PM 10.604 0 15.898
8:45:00 AM 12.304 0 19.256 8:45:00 PM 10.646 0 15.979
9:00:00 AM 12.238 0 19.125 9:00:00 PM 10.706 0 16.098
9:15:00 AM 12.158 0 18.967 9:15:00 PM 10.735 0 16.156
9:30:00 AM 12.014 0 18.681 9:30:00 PM 10.787 0 16.258
9:45:00 AM 11.798 0 18.254 9:45:00 PM 10.884 0 16.449
10:00:00 AM 10.502 0 15.698 10:00:00 PM 10.995 0 16.668 10:15:00 AM 9.86 0 14.442 10:15:00 PM 11.012 0 16.702
10:30:00 AM 9.708 0 14.146 10:30:00 PM 10.971 0 16.62
10:45:00 AM 9.714 0 14.157 10:45:00 PM 10.96 0 16.598
11:00:00 AM 9.617 0 13.968 11:00:00 PM 10.972 0 16.622
11:15:00 AM 9.609 0 13.954 11:15:00 PM 10.889 0 16.457
11:30:00 AM 9.718 0 14.165 11:30:00 PM 10.726 0 16.137
11:45:00 AM 9.821 0 14.365 11:45:00 PM 10.655 0 15.998
Inches Feet/Sec GPM
Daily Avg: 10.332 0.000 15.377
Daily Min: 8.343 0 11.529
Daily Max: 12.759 0 20.156
Peak to Avg: 1.31
Friday - A.M. 8/4/2023 Friday - P.M. 8/4/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/5/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 10.533 0 15.757 12:00:00 PM 10.93 0 16.54
12:15:00 AM 10.498 0 15.688 12:15:00 PM 10.963 0 16.604 12:30:00 AM 10.38 0 15.458 12:30:00 PM 10.901 0 16.481
12:45:00 AM 10.255 0 15.213 12:45:00 PM 11.102 0 16.879 1:00:00 AM 10.14 0 14.988 1:00:00 PM 11.136 0 16.946
1:15:00 AM 10.041 0 14.794 1:15:00 PM 11.096 0 16.866
1:30:00 AM 9.734 0 14.195 1:30:00 PM 11.122 0 16.918
1:45:00 AM 9.571 0 13.88 1:45:00 PM 11.288 0 17.246
2:00:00 AM 9.372 0 13.494 2:00:00 PM 11.26 0 17.191
2:15:00 AM 9.127 0 13.023 2:15:00 PM 11.241 0 17.152
2:30:00 AM 9.004 0 12.787 2:30:00 PM 11.261 0 17.192
2:45:00 AM 8.917 0 12.619 2:45:00 PM 11.358 0 17.383
3:00:00 AM 8.869 0 12.528 3:00:00 PM 11.313 0 17.295
3:15:00 AM 8.816 0 12.427 3:15:00 PM 11.147 0 16.967
3:30:00 AM 8.761 0 12.323 3:30:00 PM 10.994 0 16.665
3:45:00 AM 8.667 0 12.143 3:45:00 PM 10.993 0 16.664
4:00:00 AM 8.618 0 12.049 4:00:00 PM 10.963 0 16.604
4:15:00 AM 8.591 0 11.998 4:15:00 PM 10.985 0 16.647
4:30:00 AM 8.517 0 11.858 4:30:00 PM 11.02 0 16.717
4:45:00 AM 8.448 0 11.728 4:45:00 PM 10.995 0 16.667
5:00:00 AM 8.421 0 11.677 5:00:00 PM 10.892 0 16.464
5:15:00 AM 8.55 0 11.922 5:15:00 PM 10.877 0 16.435
5:30:00 AM 8.585 0 11.988 5:30:00 PM 10.847 0 16.375
5:45:00 AM 8.587 0 11.991 5:45:00 PM 10.817 0 16.317
6:00:00 AM 10.845 0 16.372 6:00:00 PM 10.851 0 16.383
6:15:00 AM 12.419 0 19.483 6:15:00 PM 10.884 0 16.448
6:30:00 AM 12.481 0 19.605 6:30:00 PM 10.861 0 16.404
6:45:00 AM 12.46 0 19.564 6:45:00 PM 10.796 0 16.275
7:00:00 AM 12.402 0 19.45 7:00:00 PM 10.58 0 15.85
7:15:00 AM 12.289 0 19.227 7:15:00 PM 10.507 0 15.707
7:30:00 AM 12.221 0 19.092 7:30:00 PM 10.545 0 15.782
7:45:00 AM 12.113 0 18.878 7:45:00 PM 10.532 0 15.755
8:00:00 AM 12.042 0 18.737 8:00:00 PM 10.532 0 15.756
8:15:00 AM 11.992 0 18.638 8:15:00 PM 10.509 0 15.71
8:30:00 AM 11.93 0 18.515 8:30:00 PM 10.405 0 15.507
8:45:00 AM 11.939 0 18.533 8:45:00 PM 10.377 0 15.452
9:00:00 AM 11.917 0 18.489 9:00:00 PM 10.42 0 15.537
9:15:00 AM 10.843 0 16.368 9:15:00 PM 10.344 0 15.387
9:30:00 AM 10.161 0 15.028 9:30:00 PM 10.423 0 15.541
9:45:00 AM 10.231 0 15.165 9:45:00 PM 10.579 0 15.848
10:00:00 AM 10.375 0 15.448 10:00:00 PM 10.639 0 15.965 10:15:00 AM 10.499 0 15.691 10:15:00 PM 10.624 0 15.936 10:30:00 AM 10.59 0 15.871 10:30:00 PM 10.594 0 15.877
10:45:00 AM 10.612 0 15.913 10:45:00 PM 10.603 0 15.895 11:00:00 AM 10.747 0 16.179 11:00:00 PM 10.563 0 15.816 11:15:00 AM 10.801 0 16.284 11:15:00 PM 10.397 0 15.491 11:30:00 AM 10.82 0 16.322 11:30:00 PM 10.488 0 15.669
11:45:00 AM 10.794 0 16.27 11:45:00 PM 10.756 0 16.196
Inches Feet/Sec GPM
Daily Avg: 10.561 0.000 15.824
Daily Min: 8.421 0 11.677
Daily Max: 12.481 0 19.605
Peak to Avg: 1.24
Saturday - A.M. 8/5/2023 Saturday - P.M. 8/5/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/6/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 10.719 0 16.124 12:00:00 PM 10.92 0 16.519
12:15:00 AM 10.528 0 15.747 12:15:00 PM 10.97 0 16.617
12:30:00 AM 10.404 0 15.504 12:30:00 PM 11.004 0 16.684 12:45:00 AM 10.243 0 15.188 12:45:00 PM 10.99 0 16.658
1:00:00 AM 9.993 0 14.699 1:00:00 PM 11.021 0 16.719
1:15:00 AM 9.83 0 14.383 1:15:00 PM 11.081 0 16.837
1:30:00 AM 9.796 0 14.316 1:30:00 PM 10.985 0 16.648
1:45:00 AM 9.691 0 14.113 1:45:00 PM 10.861 0 16.403
2:00:00 AM 9.614 0 13.962 2:00:00 PM 10.868 0 16.417
2:15:00 AM 9.47 0 13.684 2:15:00 PM 10.971 0 16.619
2:30:00 AM 9.289 0 13.335 2:30:00 PM 10.949 0 16.577
2:45:00 AM 9.225 0 13.212 2:45:00 PM 10.842 0 16.365
3:00:00 AM 9.179 0 13.123 3:00:00 PM 10.701 0 16.088
3:15:00 AM 9.1 0 12.97 3:15:00 PM 10.696 0 16.078
3:30:00 AM 9.015 0 12.807 3:30:00 PM 10.629 0 15.946
3:45:00 AM 8.89 0 12.569 3:45:00 PM 10.638 0 15.963
4:00:00 AM 8.799 0 12.395 4:00:00 PM 10.611 0 15.912
4:15:00 AM 8.658 0 12.126 4:15:00 PM 10.592 0 15.873
4:30:00 AM 8.56 0 11.94 4:30:00 PM 10.841 0 16.363
4:45:00 AM 8.557 0 11.934 4:45:00 PM 10.883 0 16.447
5:00:00 AM 8.47 0 11.77 5:00:00 PM 10.853 0 16.387
5:15:00 AM 8.328 0 11.501 5:15:00 PM 10.75 0 16.184
5:30:00 AM 8.245 0 11.346 5:30:00 PM 10.712 0 16.109
5:45:00 AM 8.292 0 11.434 5:45:00 PM 10.739 0 16.163
6:00:00 AM 9.889 0 14.498 6:00:00 PM 10.694 0 16.075
6:15:00 AM 12.29 0 19.228 6:15:00 PM 10.74 0 16.165
6:30:00 AM 12.433 0 19.512 6:30:00 PM 10.811 0 16.304
6:45:00 AM 12.41 0 19.465 6:45:00 PM 10.808 0 16.3
7:00:00 AM 12.28 0 19.208 7:00:00 PM 10.822 0 16.326
7:15:00 AM 12.165 0 18.981 7:15:00 PM 10.896 0 16.473
7:30:00 AM 12.097 0 18.846 7:30:00 PM 10.977 0 16.632
7:45:00 AM 12.048 0 18.75 7:45:00 PM 11.045 0 16.767
8:00:00 AM 12.021 0 18.696 8:00:00 PM 11.153 0 16.98
8:15:00 AM 11.969 0 18.594 8:15:00 PM 11.256 0 17.182
8:30:00 AM 11.887 0 18.431 8:30:00 PM 11.352 0 17.372
8:45:00 AM 11.927 0 18.51 8:45:00 PM 11.554 0 17.771
9:00:00 AM 11.941 0 18.537 9:00:00 PM 11.607 0 17.877
9:15:00 AM 11.027 0 16.731 9:15:00 PM 11.669 0 17.999
9:30:00 AM 10.116 0 14.94 9:30:00 PM 11.893 0 18.442
9:45:00 AM 10.276 0 15.253 9:45:00 PM 11.945 0 18.544
10:00:00 AM 10.439 0 15.573 10:00:00 PM 12.09 0 18.833
10:15:00 AM 10.509 0 15.711 10:15:00 PM 11.997 0 18.648 10:30:00 AM 10.514 0 15.721 10:30:00 PM 12.034 0 18.722 10:45:00 AM 10.608 0 15.906 10:45:00 PM 11.988 0 18.631 11:00:00 AM 10.707 0 16.1 11:00:00 PM 11.871 0 18.399
11:15:00 AM 10.862 0 16.406 11:15:00 PM 11.738 0 18.135 11:30:00 AM 10.895 0 16.47 11:30:00 PM 11.488 0 17.64
11:45:00 AM 10.915 0 16.51 11:45:00 PM 11.226 0 17.124
Inches Feet/Sec GPM
Daily Avg: 10.717 0.000 16.132
Daily Min: 8.245 0 11.346
Daily Max: 12.433 0 19.512
Peak to Avg: 1.21
Sunday - A.M. 8/6/2023 Sunday - P.M. 8/6/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/7/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Velocity Time Level Velocity Flow
12:10:00 AM 10.943 0 16.565 12:00:00 PM 9.794 0 14.313
12:15:00 AM 10.743 0 16.171 12:15:00 PM 9.807 0 14.338
12:30:00 AM 10.458 0 15.61 12:30:00 PM 9.84 0 14.401
12:45:00 AM 10.157 0 15.02 12:45:00 PM 9.821 0 14.365
1:00:00 AM 9.895 0 14.509 1:00:00 PM 9.904 0 14.527
1:15:00 AM 9.685 0 14.101 1:15:00 PM 10.031 0 14.775
1:30:00 AM 9.326 0 13.406 1:30:00 PM 10.027 0 14.766
1:45:00 AM 9.201 0 13.164 1:45:00 PM 9.877 0 14.474
2:00:00 AM 9.035 0 12.845 2:00:00 PM 9.856 0 14.433
2:15:00 AM 8.875 0 12.539 2:15:00 PM 9.847 0 14.417
2:30:00 AM 8.749 0 12.3 2:30:00 PM 9.871 0 14.462
2:45:00 AM 8.668 0 12.145 2:45:00 PM 9.853 0 14.427
3:00:00 AM 8.556 0 11.933 3:00:00 PM 9.878 0 14.477
3:15:00 AM 8.399 0 11.635 3:15:00 PM 9.902 0 14.523
3:30:00 AM 8.303 0 11.453 3:30:00 PM 9.877 0 14.474
3:45:00 AM 8.233 0 11.322 3:45:00 PM 9.882 0 14.484
4:00:00 AM 8.192 0 11.245 4:00:00 PM 10.047 0 14.806
4:15:00 AM 8.239 0 11.334 4:15:00 PM 10.221 0 15.147
4:30:00 AM 8.249 0 11.353 4:30:00 PM 10.329 0 15.357
4:45:00 AM 8.257 0 11.368 4:45:00 PM 10.448 0 15.591
5:00:00 AM 8.479 0 11.786 5:00:00 PM 10.514 0 15.72
5:15:00 AM 8.591 0 11.999 5:15:00 PM 10.578 0 15.847
5:30:00 AM 8.744 0 12.289 5:30:00 PM 10.563 0 15.817
5:45:00 AM 8.967 0 12.715 5:45:00 PM 10.532 0 15.757
6:00:00 AM 9.053 0 12.881 6:00:00 PM 10.481 0 15.655
6:15:00 AM 9.044 0 12.863 6:15:00 PM 10.524 0 15.74
6:30:00 AM 9.116 0 13.001 6:30:00 PM 10.659 0 16.005
6:45:00 AM 12.256 0 19.161 6:45:00 PM 10.836 0 16.355
7:00:00 AM 12.89 0 20.414 7:00:00 PM 10.859 0 16.399
7:15:00 AM 13.12 0 20.868 7:15:00 PM 10.703 0 16.093
7:30:00 AM 13.224 0 21.072 7:30:00 PM 10.794 0 16.271
7:45:00 AM 13.127 0 20.882 7:45:00 PM 10.965 0 16.608
8:00:00 AM 13.071 0 20.771 8:00:00 PM 11.074 0 16.823
8:15:00 AM 13.044 0 20.717 8:15:00 PM 11.045 0 16.765
8:30:00 AM 12.87 0 20.375 8:30:00 PM 11.055 0 16.787
8:45:00 AM 12.623 0 19.887 8:45:00 PM 11.048 0 16.772
9:00:00 AM 12.336 0 19.319 9:00:00 PM 11.099 0 16.873
9:15:00 AM 12.154 0 18.959 9:15:00 PM 11.358 0 17.383
9:30:00 AM 11.994 0 18.643 9:30:00 PM 11.53 0 17.724
9:45:00 AM 11.831 0 18.32 9:45:00 PM 11.578 0 17.818
10:00:00 AM 10.633 0 15.954 10:00:00 PM 11.742 0 18.144 10:15:00 AM 9.891 0 14.501 10:15:00 PM 11.862 0 18.381
10:30:00 AM 9.856 0 14.434 10:30:00 PM 11.822 0 18.302
10:45:00 AM 9.742 0 14.212 10:45:00 PM 11.62 0 17.902
11:00:00 AM 9.788 0 14.3 11:00:00 PM 11.452 0 17.569
11:15:00 AM 9.734 0 14.197 11:15:00 PM 11.181 0 17.034
11:30:00 AM 9.754 0 14.235 11:30:00 PM 10.984 0 16.646
11:45:00 AM 9.776 0 14.278 11:45:00 PM 10.758 0 16.201
Inches Feet/Sec GPM
Daily Avg: 10.371 0.000 15.457
Daily Min: 8.192 0 11.245
Daily Max: 13.224 0 21.072
Peak to Avg: 1.36
Monday - A.M. 8/7/2023 Monday - P.M. 8/7/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/8/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 10.454 0 15.603 12:00:00 PM 9.609 0 13.952
12:15:00 AM 10.233 0 15.17 12:15:00 PM 9.632 0 13.998
12:30:00 AM 9.994 0 14.702 12:30:00 PM 9.818 0 14.36
12:45:00 AM 9.821 0 14.366 12:45:00 PM 9.839 0 14.401
1:00:00 AM 9.658 0 14.049 1:00:00 PM 9.858 0 14.437
1:15:00 AM 9.452 0 13.65 1:15:00 PM 9.886 0 14.492
1:30:00 AM 9.219 0 13.199 1:30:00 PM 9.911 0 14.541
1:45:00 AM 9.039 0 12.853 1:45:00 PM 9.909 0 14.536
2:00:00 AM 8.913 0 12.611 2:00:00 PM 9.888 0 14.495
2:15:00 AM 8.847 0 12.485 2:15:00 PM 9.854 0 14.429
2:30:00 AM 8.791 0 12.38 2:30:00 PM 9.838 0 14.399
2:45:00 AM 8.672 0 12.153 2:45:00 PM 9.824 0 14.37
3:00:00 AM 8.565 0 11.95 3:00:00 PM 9.772 0 14.27
3:15:00 AM 8.544 0 11.909 3:15:00 PM 9.747 0 14.221
3:30:00 AM 8.54 0 11.902 3:30:00 PM 9.678 0 14.087
3:45:00 AM 8.521 0 11.866 3:45:00 PM 9.829 0 14.381
4:00:00 AM 8.487 0 11.802 4:00:00 PM 9.935 0 14.587
4:15:00 AM 8.39 0 11.618 4:15:00 PM 10.083 0 14.877
4:30:00 AM 8.337 0 11.518 4:30:00 PM 10.219 0 15.143
4:45:00 AM 8.358 0 11.557 4:45:00 PM 10.392 0 15.481
5:00:00 AM 8.39 0 11.618 5:00:00 PM 10.555 0 15.801
5:15:00 AM 8.437 0 11.706 5:15:00 PM 10.621 0 15.93
5:30:00 AM 8.683 0 12.173 5:30:00 PM 10.65 0 15.988
5:45:00 AM 8.897 0 12.582 5:45:00 PM 10.824 0 16.331
6:00:00 AM 9.033 0 12.842 6:00:00 PM 10.822 0 16.327
6:15:00 AM 9.081 0 12.934 6:15:00 PM 10.88 0 16.44
6:30:00 AM 9.175 0 13.114 6:30:00 PM 10.933 0 16.546
6:45:00 AM 9.134 0 13.036 6:45:00 PM 10.935 0 16.549
7:00:00 AM 10.128 0 14.963 7:00:00 PM 10.997 0 16.671
7:15:00 AM 12.688 0 20.015 7:15:00 PM 11.012 0 16.701
7:30:00 AM 12.957 0 20.546 7:30:00 PM 10.825 0 16.332
7:45:00 AM 12.996 0 20.624 7:45:00 PM 10.801 0 16.286
8:00:00 AM 13.031 0 20.692 8:00:00 PM 11.006 0 16.69
8:15:00 AM 13.025 0 20.681 8:15:00 PM 11.06 0 16.796
8:30:00 AM 12.912 0 20.459 8:30:00 PM 11.057 0 16.789
8:45:00 AM 12.733 0 20.103 8:45:00 PM 11.184 0 17.039
9:00:00 AM 12.464 0 19.572 9:00:00 PM 11.23 0 17.131
9:15:00 AM 12.256 0 19.162 9:15:00 PM 11.258 0 17.187
9:30:00 AM 12.12 0 18.892 9:30:00 PM 11.516 0 17.697
9:45:00 AM 11.964 0 18.582 9:45:00 PM 11.905 0 18.467
10:00:00 AM 11.871 0 18.399 10:00:00 PM 11.914 0 18.484 10:15:00 AM 11.763 0 18.185 10:15:00 PM 12.053 0 18.758 10:30:00 AM 10.876 0 16.433 10:30:00 PM 12.067 0 18.786 10:45:00 AM 9.891 0 14.502 10:45:00 PM 11.894 0 18.444
11:00:00 AM 9.611 0 13.958 11:00:00 PM 11.546 0 17.755
11:15:00 AM 9.508 0 13.758 11:15:00 PM 11.251 0 17.172
11:30:00 AM 9.488 0 13.719 11:30:00 PM 10.932 0 16.544
11:45:00 AM 9.574 0 13.885 11:45:00 PM 10.655 0 15.997
Inches Feet/Sec GPM
Daily Avg: 10.347 0.000 15.410
Daily Min: 8.337 0 11.518
Daily Max: 13.031 0 20.692
Peak to Avg: 1.34
Tuesday - A.M. 8/8/2023 Tuesday - P.M. 8/8/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7033
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/9/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Sewer Line Flow Study Summary
Maximum Level Maximum Flow Rate Maximum Velocity
Average:

Maximum:

Minimum:

Velocity - Feet per Second
Average:

Maximum:

Minimum:

Max d/D:

10.295

13.372

7.946

55.7%
Level - Inches
Average:

Maximum::

Minimum:

Peak to Average
Flow Rate - Gallons Per Minute
Project: City of McFarland, Sewer Flow Study
Location: MH-7033
Pipe Size: 24” VCP
Time Period: 7/26/2023, 12:00 a.m. - 8/9/2023, 12:00 a.m.

Sewer Line Daily Totals
Daily Totals - US Gallons
Project: City of McFarland, Sewer Flow Study
Location: MH-7033
Pipe Size: 24” VCP
Time Period: 7/26/2023, 12:00 a.m. - 8/9/2023, 12:00 a.m.

Date: Gallons:
7/26/2023
7/27/2023
7/28/2023
7/29/2023
7/30/2023
7/31/2023
8/1/2023
8/2/2023
8/3/2023
8/4/2023
8/5/2023
8/6/2023
8/7/2023
8/8/2023
8/9/2023
Total Recorded Flow (15 Days)

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7033
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 10.482 0 15.659 12:00:00 PM 9.605 0 13.946
12:15:00 AM 10.349 0 15.398 12:15:00 PM 9.621 0 13.976
12:30:00 AM 10.196 0 15.097 12:30:00 PM 9.649 0 14.032
12:45:00 AM 9.935 0 14.587 12:45:00 PM 9.893 0 14.505
1:00:00 AM 9.681 0 14.093 1:00:00 PM 9.898 0 14.516
1:15:00 AM 9.39 0 13.53 1:15:00 PM 9.781 0 14.288
1:30:00 AM 9.24 0 13.24 1:30:00 PM 9.747 0 14.222
1:45:00 AM 9.104 0 12.978 1:45:00 PM 9.759 0 14.244
2:00:00 AM 9 0 12.778 2:00:00 PM 9.839 0 14.4
2:15:00 AM 8.896 0 12.58 2:15:00 PM 9.832 0 14.386
2:30:00 AM 8.8 0 12.397 2:30:00 PM 9.846 0 14.413
2:45:00 AM 8.738 0 12.278 2:45:00 PM 9.862 0 14.446
3:00:00 AM 8.616 0 12.046 3:00:00 PM 9.743 0 14.214
3:15:00 AM 8.441 0 11.715 3:15:00 PM 9.653 0 14.039
3:30:00 AM 8.36 0 11.561 3:30:00 PM 9.816 0 14.355
3:45:00 AM 8.302 0 11.452 3:45:00 PM 9.972 0 14.659
4:00:00 AM 8.205 0 11.269 4:00:00 PM 10.162 0 15.031
4:15:00 AM 8.15 0 11.167 4:15:00 PM 10.204 0 15.113
4:30:00 AM 8.162 0 11.189 4:30:00 PM 10.235 0 15.174
4:45:00 AM 8.19 0 11.241 4:45:00 PM 10.41 0 15.516
5:00:00 AM 8.279 0 11.408 5:00:00 PM 10.551 0 15.793
5:15:00 AM 8.405 0 11.646 5:15:00 PM 10.646 0 15.98
5:30:00 AM 8.703 0 12.211 5:30:00 PM 10.663 0 16.014
5:45:00 AM 8.982 0 12.745 5:45:00 PM 10.724 0 16.134
6:00:00 AM 9.227 0 13.214 6:00:00 PM 10.828 0 16.337
6:15:00 AM 9.384 0 13.518 6:15:00 PM 10.902 0 16.485
6:30:00 AM 9.409 0 13.566 6:30:00 PM 10.946 0 16.571
6:45:00 AM 9.376 0 13.503 6:45:00 PM 10.934 0 16.547
7:00:00 AM 11.488 0 17.642 7:00:00 PM 10.824 0 16.329
7:15:00 AM 12.949 0 20.53 7:15:00 PM 10.763 0 16.209
7:30:00 AM 13.103 0 20.834 7:30:00 PM 10.79 0 16.263
7:45:00 AM 13.186 0 20.997 7:45:00 PM 10.777 0 16.238
8:00:00 AM 13.187 0 21 8:00:00 PM 10.789 0 16.26
8:15:00 AM 13.103 0 20.833 8:15:00 PM 10.812 0 16.307
8:30:00 AM 12.983 0 20.597 8:30:00 PM 10.905 0 16.49
8:45:00 AM 12.792 0 20.221 8:45:00 PM 10.987 0 16.652
9:00:00 AM 12.621 0 19.883 9:00:00 PM 11.081 0 16.838
9:15:00 AM 12.434 0 19.513 9:15:00 PM 11.258 0 17.187
9:30:00 AM 12.19 0 19.031 9:30:00 PM 11.588 0 17.838
9:45:00 AM 11.966 0 18.586 9:45:00 PM 11.821 0 18.3
10:00:00 AM 11.809 0 18.277 10:00:00 PM 11.899 0 18.454 10:15:00 AM 11.269 0 17.208 10:15:00 PM 11.872 0 18.4
10:30:00 AM 9.919 0 14.556 10:30:00 PM 11.706 0 18.073
10:45:00 AM 9.559 0 13.856 10:45:00 PM 11.531 0 17.727
11:00:00 AM 9.51 0 13.761 11:00:00 PM 11.443 0 17.552
11:15:00 AM 9.509 0 13.759 11:15:00 PM 11.319 0 17.308
11:30:00 AM 9.525 0 13.791 11:30:00 PM 11.115 0 16.905
11:45:00 AM 9.596 0 13.928 11:45:00 PM 10.798 0 16.279
Inches Feet/Sec GPM
Daily Avg: 10.337 0.000 15.391
Daily Min: 8.15 0 11.167
Daily Max: 13.187 0 21
Peak to Avg: 1.36
Tuesday - A.M. 8/8/2023 Tuesday - P.M. 8/8/2023

1868 Palma Drive, Suite I, Ventura, CA 93003 www.goldcoastenv.com 805.498.3811 ph.

Manhole - Layout

CITY OF MCFARLAND - SEWER FLOW STUDY
MH Location: MH-7037, Intersection of
Garzolli Ave & W. Perkins Ave
McFarland, CA 93250

Pipe Size: 18” VCP
Time Period: 7/26/2023 - 12:00 a.m. to
8/9/2023 - 12:00 a.m.

GPS: 35.681623, -119.240883
Equipment
N
 Manhole walls and base are concrete with the 18”
VCP line continuous through the manhole.
 The VCP trough does show a few breaks and splits.

Manhole
E
Gold G C Coast Environmental
E Specializing in process instrumentation and calibration.

G C
Teledyne Isco 2150 Area Velocity Flow Meter with 10’
measuring range:

Level Measurement:
 Method - Submerged pressure transducer mounted in
the flow stream
 Transducer Type - Differential linear integrated circuit pressure transducer
 Range (standard) 0.033 to 10 ft (0.010 to 3.05 m);
Maximum Allowable Level 34 ft (10.5 m)
 Accuracy ±0.01 ft from 0.033 to 10 ft, (±0.003 m from

0.01 to 3.05 m,)
 Long-Term Stability ±0.023 ft/yr (±0.007 m/yr)
 Compensated Range 32° to 122°F (0° to 50°C)
Velocity Measurement:
 Method - Doppler ultrasonic, frequency 500 kHz
 Typical Minimum Depth 0.08 ft (25 mm)
 Range -5 to +20 ft/s (-1.5 to +6.1 m/s)
 Accuracy (in water with uniform velocity profile, speed of sound = 4850 ft/s, for indicated velocity range)
±0.1 ft/s from -5 to 5 ft/s (±0.03 m/s from—

1.5 to +1.5 m/s)
 ±2% of reading from 5 to 20 ft/s (1.5 to 6.1 m/s)
Method Of Insertion:
 18 inch line requires confined space entry for installation of ring and transducer.

Flow

Project: City of McFarland - Sewer Flow Study
Location: MH-7037
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/26/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7037
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 PM 6.226 1.804 432.16
12:15:00 AM 6.238 1.735 423.397 12:15:00 PM 6.341 1.777 443.568 12:30:00 AM 5.957 1.72 383.833 12:30:00 PM 6.323 1.841 457.818 12:45:00 AM 5.255 1.727 326.55 12:45:00 PM 6.469 1.914 486.575 1:00:00 AM 5.039 1.686 301.164 1:00:00 PM 6.468 1.791 459.296 1:15:00 AM 4.951 1.501 258.732 1:15:00 PM 6.42 1.851 469.914 1:30:00 AM 4.666 1.654 269.956 1:30:00 PM 6.74 2.041 528.498 1:45:00 AM 4.417 1.472 222.36 1:45:00 PM 7.134 1.915 534.883 2:00:00 AM 4.303 1.48 215.396 2:00:00 PM 7.337 1.87 560.747 2:15:00 AM 4.266 1.374 192.407 2:15:00 PM 7.239 1.87 552.158 2:30:00 AM 4.294 1.324 191.99 2:30:00 PM 6.921 1.906 518.77 2:45:00 AM 4.189 1.232 172.596 2:45:00 PM 6.649 1.925 510.085 3:00:00 AM 4.051 1.426 183.706 3:00:00 PM 6.893 1.884 508.481 3:15:00 AM 3.95 1.177 151.814 3:15:00 PM 7.112 1.877 538.179 3:30:00 AM 3.965 1.251 162.178 3:30:00 PM 7.292 1.998 594.988 3:45:00 AM 3.954 1.3 167.88 3:45:00 PM 7.699 1.934 598.97 4:00:00 AM 3.956 1.233 150.993 4:00:00 PM 8.431 1.885 662.647 4:15:00 AM 3.946 1.234 155.055 4:15:00 PM 8.171 1.806 632.485 4:30:00 AM 4.055 1.391 186.165 4:30:00 PM 7.76 1.813 587.856 4:45:00 AM 4.363 1.45 209.174 4:45:00 PM 7.648 1.849 575.453 5:00:00 AM 5.698 1.853 399.42 5:00:00 PM 7.359 1.911 582.606 5:15:00 AM 6.198 1.993 479.383 5:15:00 PM 7.32 1.919 570.866 5:30:00 AM 5.584 1.687 353.739 5:30:00 PM 7.89 1.915 639.068 5:45:00 AM 5.176 1.685 317.983 5:45:00 PM 8.329 1.848 663.414 6:00:00 AM 5.045 1.626 294.923 6:00:00 PM 8.333 1.709 609.619 6:15:00 AM 4.795 1.613 273.571 6:15:00 PM 8.224 1.907 673.23 6:30:00 AM 4.648 1.511 245.197 6:30:00 PM 7.888 1.928 622.16 6:45:00 AM 4.716 1.557 257.607 6:45:00 PM 7.416 1.844 565.953 7:00:00 AM 4.75 1.552 251.428 7:00:00 PM 7.256 1.784 534.145 7:15:00 AM 4.695 1.391 228.94 7:15:00 PM 7.469 1.872 582.545 7:30:00 AM 4.871 1.48 256.602 7:30:00 PM 7.438 1.95 603.405 7:45:00 AM 4.992 1.691 294.972 7:45:00 PM 8.342 1.967 646.227 8:00:00 AM 4.913 1.609 280.714 8:00:00 PM 8.267 1.771 609.221 8:15:00 AM 5.788 1.945 428.376 8:15:00 PM 7.564 1.871 591.794 8:30:00 AM 6.096 1.819 417.851 8:30:00 PM 7.255 1.788 534.725 8:45:00 AM 6.067 1.781 401.39 8:45:00 PM 7.161 1.859 546.801 9:00:00 AM 5.634 1.674 339.896 9:00:00 PM 7.17 1.876 539.103 9:15:00 AM 5.448 1.564 313.907 9:15:00 PM 8.183 1.895 645.312 9:30:00 AM 5.445 1.741 344.436 9:30:00 PM 8.638 1.727 649.936 9:45:00 AM 5.291 1.736 330.829 9:45:00 PM 8.638 1.858 699.025 10:00:00 AM 5.545 1.713 355.588 10:00:00 PM 8.635 1.784 670.903 10:15:00 AM 5.746 1.773 381.263 10:15:00 PM 8.275 1.885 635.791 10:30:00 AM 5.848 1.768 389.807 10:30:00 PM 7.842 1.882 624.501 10:45:00 AM 5.878 1.705 382.873 10:45:00 PM 7.528 1.836 566.578 11:00:00 AM 5.855 1.844 401.712 11:00:00 PM 7.208 1.943 571.76 11:15:00 AM 5.999 1.804 409.847 11:15:00 PM 6.934 1.864 525.227 11:30:00 AM 7.274 1.973 571.749 11:30:00 PM 6.546 1.855 466.092 11:45:00 AM 7.109 1.86 501.477 11:45:00 PM 6.759 1.827 497.22 Inches Feet/Sec GPM
Daily Avg: 6.295 1.736 437.385
Daily Min: 3.946 1.177 150.993
Daily Max: 8.638 2.041 699.025
Peak to Avg: 1.60
Wednesday - A.M. 7/26/2023 Wednesday - P.M. 7/26/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7037
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/27/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7037
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 6.908 1.679 470.478 12:00:00 PM 5.966 1.907 437.183 12:15:00 AM 5.834 1.587 343.865 12:15:00 PM 6.054 1.814 422.367 12:30:00 AM 5.245 1.691 325.027 12:30:00 PM 6.169 1.839 438.308 12:45:00 AM 5.05 1.573 286.784 12:45:00 PM 6.158 1.828 438.322 1:00:00 AM 4.701 1.454 235.937 1:00:00 PM 6.207 1.903 459.243 1:15:00 AM 4.535 1.679 256.305 1:15:00 PM 6.181 1.817 433.185 1:30:00 AM 4.384 1.606 236.007 1:30:00 PM 7.178 1.878 554.102 1:45:00 AM 4.325 1.547 223.453 1:45:00 PM 7.528 1.933 607.762 2:00:00 AM 4.135 1.508 207.541 2:00:00 PM 6.826 1.85 487.656 2:15:00 AM 4.074 1.49 196.692 2:15:00 PM 6.492 1.972 507.169 2:30:00 AM 3.946 1.246 158.556 2:30:00 PM 6.586 1.944 492.669 2:45:00 AM 3.869 1.358 170.032 2:45:00 PM 6.579 1.9 491.024 3:00:00 AM 3.803 1.279 153.423 3:00:00 PM 6.522 1.738 447.86 3:15:00 AM 3.788 1.381 164.739 3:15:00 PM 6.663 1.937 492.01 3:30:00 AM 3.783 1.369 165.954 3:30:00 PM 7.522 1.979 597.041 3:45:00 AM 3.664 1.346 153.039 3:45:00 PM 7.89 1.961 655.926 4:00:00 AM 3.668 1.294 146.304 4:00:00 PM 7.944 1.885 636.279 4:15:00 AM 3.786 1.326 160.898 4:15:00 PM 7.74 1.839 573.911 4:30:00 AM 3.971 1.367 177.629 4:30:00 PM 7.419 1.97 603.839 4:45:00 AM 4.819 1.751 298.912 4:45:00 PM 7.394 1.934 593.664 5:00:00 AM 5.397 1.884 347.586 5:00:00 PM 7.515 1.865 576.778 5:15:00 AM 5.462 1.85 374.345 5:15:00 PM 7.373 1.864 569.299 5:30:00 AM 5.129 1.691 302.683 5:30:00 PM 7.992 1.911 649.191 5:45:00 AM 4.916 1.57 272.845 5:45:00 PM 8.886 2.079 772.214 6:00:00 AM 4.779 1.612 267.712 6:00:00 PM 8.602 1.857 638.099 6:15:00 AM 4.655 1.673 272.077 6:15:00 PM 7.81 1.889 623.48 6:30:00 AM 4.403 1.434 215.567 6:30:00 PM 7.378 1.789 547.576 6:45:00 AM 4.488 1.41 214.784 6:45:00 PM 7.342 1.83 552.417 7:00:00 AM 4.422 1.704 257.75 7:00:00 PM 7.477 1.922 598.644 7:15:00 AM 4.456 1.612 245.27 7:15:00 PM 8.091 1.885 637.269 7:30:00 AM 4.714 1.626 269.102 7:30:00 PM 8.353 1.818 654.951 7:45:00 AM 4.957 1.717 295.96 7:45:00 PM 8.303 1.891 663.389 8:00:00 AM 5.063 1.617 292.188 8:00:00 PM 7.76 1.882 602.239 8:15:00 AM 5.836 1.779 378.609 8:15:00 PM 7.578 1.902 601.921 8:30:00 AM 6.328 1.848 457.594 8:30:00 PM 7.614 1.844 588.503 8:45:00 AM 5.745 1.626 334.912 8:45:00 PM 7.56 1.806 568.992 9:00:00 AM 5.405 1.77 347.326 9:00:00 PM 7.41 1.778 547.21 9:15:00 AM 5.388 1.713 340.81 9:15:00 PM 8.118 2.008 697.322 9:30:00 AM 5.446 1.826 369.81 9:30:00 PM 9.169 1.864 721.718 9:45:00 AM 5.577 1.666 345.028 9:45:00 PM 8.944 1.748 687.776 10:00:00 AM 5.66 1.825 389.807 10:00:00 PM 8.244 1.906 658.828 10:15:00 AM 5.667 1.733 362.975 10:15:00 PM 7.98 1.801 604.914 10:30:00 AM 5.577 1.725 356.218 10:30:00 PM 7.999 1.922 654.453 10:45:00 AM 5.616 1.885 398.012 10:45:00 PM 7.552 1.818 562.356 11:00:00 AM 6.252 1.876 459.247 11:00:00 PM 7.63 1.865 596.732 11:15:00 AM 6.412 1.852 464.207 11:15:00 PM 7.431 1.867 556.361 11:30:00 AM 6.509 1.991 511.933 11:30:00 PM 7.13 1.901 525.528 11:45:00 AM 6.207 1.859 450.639 11:45:00 PM 6.648 1.786 475.205 Inches Feet/Sec GPM
Daily Avg: 6.197 1.751 433.252
Daily Min: 3.664 1.246 146.304
Daily Max: 9.169 2.079 772.214
Peak to Avg: 1.78
Thursday - A.M. 7/27/2023 Thursday - P.M. 7/27/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7037
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/28/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7037
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 5.734 1.67 353.571 12:00:00 PM 6.693 1.914 495.498 12:15:00 AM 5.274 1.521 289.905 12:15:00 PM 6.911 1.995 548.977 12:30:00 AM 5.203 1.623 286.463 12:30:00 PM 6.685 1.935 518.836 12:45:00 AM 4.873 1.679 283.518 12:45:00 PM 6.444 2.027 517.242 1:00:00 AM 4.801 1.714 285.686 1:00:00 PM 6.382 1.821 458.507 1:15:00 AM 4.634 1.675 263.976 1:15:00 PM 6.196 1.971 476.678 1:30:00 AM 4.453 1.458 217.905 1:30:00 PM 6.202 1.899 459.737 1:45:00 AM 4.348 1.398 195.327 1:45:00 PM 6.258 1.885 452.732 2:00:00 AM 4.259 1.306 177.628 2:00:00 PM 6.403 1.761 444.28 2:15:00 AM 4.377 1.53 228.119 2:15:00 PM 7.204 2.013 571.862 2:30:00 AM 5.406 1.715 328.619 2:30:00 PM 7.446 1.832 567.531 2:45:00 AM 4.619 1.242 199.774 2:45:00 PM 6.753 1.831 477.076 3:00:00 AM 3.862 1.148 143.273 3:00:00 PM 6.393 1.828 454.253 3:15:00 AM 3.703 1.151 128.91 3:15:00 PM 6.573 1.954 512.107 3:30:00 AM 3.783 1.318 159.712 3:30:00 PM 6.786 1.908 517.156 3:45:00 AM 3.601 1.478 157.489 3:45:00 PM 7.056 1.934 536.765 4:00:00 AM 3.609 1.302 147.603 4:00:00 PM 7.346 1.769 534.041 4:15:00 AM 3.69 1.313 152.867 4:15:00 PM 7.927 2.003 649.354 4:30:00 AM 3.955 1.309 164.309 4:30:00 PM 8.391 1.912 666.41 4:45:00 AM 4.097 1.274 171.268 4:45:00 PM 8.642 2.047 747.62 5:00:00 AM 4.498 1.494 231.544 5:00:00 PM 8.563 1.78 662.41 5:15:00 AM 4.658 1.578 253.898 5:15:00 PM 7.918 1.88 612.704 5:30:00 AM 4.639 1.591 257.414 5:30:00 PM 7.742 1.841 596.719 5:45:00 AM 4.719 1.567 256.231 5:45:00 PM 7.528 1.915 601.851 6:00:00 AM 4.688 1.612 260.298 6:00:00 PM 7.09 1.904 547.783 6:15:00 AM 4.577 1.44 227.191 6:15:00 PM 7.178 1.841 543.15 6:30:00 AM 5.105 1.672 298.822 6:30:00 PM 8.436 1.953 675.692 6:45:00 AM 5.266 1.731 334.504 6:45:00 PM 8.316 1.743 604.834 7:00:00 AM 5.204 1.616 304.379 7:00:00 PM 7.389 1.86 570.381 7:15:00 AM 4.787 1.536 246.25 7:15:00 PM 7.385 1.841 561.83 7:30:00 AM 4.54 1.425 222.935 7:30:00 PM 7.348 1.878 560.974 7:45:00 AM 4.621 1.572 253.022 7:45:00 PM 7.269 1.919 575.604 8:00:00 AM 4.879 1.695 293.283 8:00:00 PM 7.321 2 595.354 8:15:00 AM 4.913 1.671 293.15 8:15:00 PM 8.015 1.882 616.698 8:30:00 AM 5.109 1.742 322.713 8:30:00 PM 8.105 1.908 655.73 8:45:00 AM 5.248 1.713 326.264 8:45:00 PM 7.77 1.94 621.542 9:00:00 AM 5.305 1.724 336.547 9:00:00 PM 7.237 1.651 492.349 9:15:00 AM 5.332 1.696 333.479 9:15:00 PM 7.009 1.881 536.505 9:30:00 AM 6.27 1.899 466.904 9:30:00 PM 7.126 1.944 568.035 9:45:00 AM 6.518 1.829 473.905 9:45:00 PM 7.211 1.938 575.391 10:00:00 AM 5.822 1.761 382.77 10:00:00 PM 7.204 1.963 575.616 10:15:00 AM 5.833 1.824 401.681 10:15:00 PM 8.007 2.007 637.162 10:30:00 AM 5.733 1.738 377.758 10:30:00 PM 8.313 1.837 657.685 10:45:00 AM 5.795 1.699 370.222 10:45:00 PM 7.739 1.862 582.743 11:00:00 AM 5.746 1.688 368.217 11:00:00 PM 7.12 1.847 532.779 11:15:00 AM 5.922 1.851 413.984 11:15:00 PM 6.732 1.743 448.161 11:30:00 AM 5.944 1.703 385.354 11:30:00 PM 6.214 1.875 440.81 11:45:00 AM 6.393 1.983 458.974 11:45:00 PM 6.023 1.754 408.06 Inches Feet/Sec GPM
Daily Avg: 6.091 1.735 418.940
Daily Min: 3.601 1.148 128.91
Daily Max: 8.642 2.047 747.62
Peak to Avg: 1.78
Friday - A.M. 7/28/2023 Friday - P.M. 7/28/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7037
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/29/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7037
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 5.869 1.796 396.363 12:00:00 PM 7.666 1.968 633.649 12:15:00 AM 6.041 1.864 422.562 12:15:00 PM 7.913 1.863 605.943 12:30:00 AM 6.073 1.817 427.51 12:30:00 PM 8.361 1.859 643.848 12:45:00 AM 5.837 1.81 403.305 12:45:00 PM 8.642 1.873 691.216 1:00:00 AM 5.466 1.595 306.414 1:00:00 PM 8.46 1.849 658.744 1:15:00 AM 4.965 1.577 276.773 1:15:00 PM 7.76 1.844 584.768 1:30:00 AM 4.782 1.423 240.413 1:30:00 PM 7.626 1.833 586.084 1:45:00 AM 4.562 1.57 248.158 1:45:00 PM 7.716 1.89 613.865 2:00:00 AM 4.306 1.433 200.619 2:00:00 PM 7.672 1.749 558.385 2:15:00 AM 4.204 1.355 181.212 2:15:00 PM 7.474 1.914 596.031 2:30:00 AM 4.098 1.469 191.422 2:30:00 PM 7.815 1.796 575.261 2:45:00 AM 4.075 1.355 181.72 2:45:00 PM 8.352 1.922 671.715 3:00:00 AM 4.002 1.481 194.588 3:00:00 PM 8.012 1.709 576.028 3:15:00 AM 4.008 1.377 165.97 3:15:00 PM 7.932 1.85 623.018 3:30:00 AM 3.986 1.229 153.367 3:30:00 PM 7.804 1.826 596.547 3:45:00 AM 3.983 1.401 182.793 3:45:00 PM 7.684 1.812 585.386 4:00:00 AM 3.823 1.346 165.583 4:00:00 PM 7.381 1.835 550.848 4:15:00 AM 3.799 1.322 158.205 4:15:00 PM 7.147 1.766 515.349 4:30:00 AM 3.792 1.225 141.605 4:30:00 PM 7.679 1.848 578.905 4:45:00 AM 3.739 1.299 149.241 4:45:00 PM 8.041 1.856 617.379 5:00:00 AM 3.804 1.419 172.243 5:00:00 PM 8.07 1.966 672.791 5:15:00 AM 4.831 1.585 271.647 5:15:00 PM 7.69 1.763 569.705 5:30:00 AM 5.391 1.599 319.32 5:30:00 PM 7.145 1.929 565.574 5:45:00 AM 4.516 1.386 215.955 5:45:00 PM 7.426 1.902 572.659 6:00:00 AM 3.928 1.437 178.615 6:00:00 PM 7.366 1.82 554.898 6:15:00 AM 4.107 1.453 197.988 6:15:00 PM 7.193 1.948 576.429 6:30:00 AM 4.251 1.6 224.542 6:30:00 PM 7.298 1.843 555.998 6:45:00 AM 4.346 1.471 209.801 6:45:00 PM 8.129 1.954 657.851 7:00:00 AM 4.561 1.423 222.43 7:00:00 PM 7.897 1.806 570.056 7:15:00 AM 4.684 1.383 226.807 7:15:00 PM 6.896 1.826 510.622 7:30:00 AM 4.803 1.502 248.163 7:30:00 PM 6.624 2 529.708 7:45:00 AM 5.253 1.468 281.706 7:45:00 PM 6.704 1.909 511.754 8:00:00 AM 5.42 1.752 352.311 8:00:00 PM 6.616 1.916 506.613 8:15:00 AM 5.576 1.791 366.577 8:15:00 PM 7.052 1.843 530.275 8:30:00 AM 5.782 1.672 355.768 8:30:00 PM 7.199 1.864 550.019 8:45:00 AM 6.499 1.914 485.166 8:45:00 PM 7.157 1.998 587.235 9:00:00 AM 6.938 2.026 563.254 9:00:00 PM 7.071 1.968 569.126 9:15:00 AM 7.093 1.98 566.929 9:15:00 PM 6.842 1.974 527.582 9:30:00 AM 6.798 1.841 486.752 9:30:00 PM 6.605 1.823 479.191 9:45:00 AM 6.827 1.917 518.122 9:45:00 PM 6.616 1.791 471.228 10:00:00 AM 6.951 1.877 520.59 10:00:00 PM 6.768 1.863 496.946 10:15:00 AM 6.898 1.94 537.276 10:15:00 PM 6.904 1.805 498.754 10:30:00 AM 6.899 1.943 532.881 10:30:00 PM 6.842 2.007 555.372 10:45:00 AM 8.059 1.946 621.452 10:45:00 PM 7.398 2.147 659.624 11:00:00 AM 8.479 1.888 693.415 11:00:00 PM 7.664 1.923 601.305 11:15:00 AM 7.843 1.742 528.458 11:15:00 PM 6.93 1.799 506.425 11:30:00 AM 7.375 1.87 562.553 11:30:00 PM 6.345 2.029 506.179 11:45:00 AM 7.371 1.906 577.99 11:45:00 PM 6.225 1.836 446.775 Inches Feet/Sec GPM
Daily Avg: 6.386 1.745 450.882
Daily Min: 3.739 1.225 141.605
Daily Max: 8.642 2.147 693.415
Peak to Avg: 1.54
Saturday - A.M. 7/29/2023 Saturday - P.M. 7/29/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7037
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/30/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7037
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 5.932 1.775 404.297 12:00:00 PM 8.295 1.792 639.839 12:15:00 AM 5.703 1.855 389.358 12:15:00 PM 7.471 1.886 545.723 12:30:00 AM 5.439 1.81 365.859 12:30:00 PM 7.268 1.985 575.711 12:45:00 AM 5.306 1.637 315.802 12:45:00 PM 7.242 1.982 591.725 1:00:00 AM 5.232 1.699 318.964 1:00:00 PM 7.213 1.877 557.485 1:15:00 AM 5.617 1.687 352.674 1:15:00 PM 7.678 1.848 576.534 1:30:00 AM 5.547 1.644 338.336 1:30:00 PM 8.186 1.88 659.817 1:45:00 AM 5.229 1.747 309.587 1:45:00 PM 8.205 1.85 647.18 2:00:00 AM 4.511 1.595 248.149 2:00:00 PM 7.883 1.758 578.567 2:15:00 AM 4.378 1.458 217.434 2:15:00 PM 7.302 1.917 570.193 2:30:00 AM 4.383 1.498 223.779 2:30:00 PM 7.368 1.991 593.553 2:45:00 AM 4.276 1.427 205.9 2:45:00 PM 7.341 1.734 527.022 3:00:00 AM 4.229 1.438 197.685 3:00:00 PM 7.421 1.869 576.37 3:15:00 AM 4.164 1.606 211.128 3:15:00 PM 7.452 1.814 561.252 3:30:00 AM 4.022 1.375 180.132 3:30:00 PM 8.328 1.952 660.152 3:45:00 AM 3.858 1.397 172.226 3:45:00 PM 8.026 1.781 609.15 4:00:00 AM 3.979 1.45 185.716 4:00:00 PM 6.819 1.822 478.199 4:15:00 AM 3.911 1.423 180.846 4:15:00 PM 6.86 1.885 522.639 4:30:00 AM 3.942 1.358 170.967 4:30:00 PM 6.849 1.865 516.577 4:45:00 AM 3.863 1.33 166.133 4:45:00 PM 6.747 1.973 535.747 5:00:00 AM 3.767 1.332 160.498 5:00:00 PM 6.743 1.823 494.68 5:15:00 AM 3.704 1.208 142.121 5:15:00 PM 7.17 2.007 558.369 5:30:00 AM 3.695 1.461 171.19 5:30:00 PM 7.381 1.884 574.193 5:45:00 AM 3.683 1.314 153.361 5:45:00 PM 7.352 1.876 571.442 6:00:00 AM 3.793 1.503 175.591 6:00:00 PM 7.272 2.079 623.999 6:15:00 AM 4.002 1.511 198.438 6:15:00 PM 6.946 1.88 530.884 6:30:00 AM 4.023 1.518 191.801 6:30:00 PM 6.801 1.877 515.099 6:45:00 AM 4.125 1.516 207.904 6:45:00 PM 6.809 1.868 507.27 7:00:00 AM 4.346 1.448 212.108 7:00:00 PM 6.856 1.913 530.863 7:15:00 AM 5.524 1.895 391.426 7:15:00 PM 6.9 1.843 515.677 7:30:00 AM 6.214 1.732 420.547 7:30:00 PM 7.777 1.944 638.008 7:45:00 AM 5.619 1.781 376.714 7:45:00 PM 7.982 1.818 617.509 8:00:00 AM 5.406 1.665 333.147 8:00:00 PM 7.354 1.859 539.838 8:15:00 AM 5.502 1.847 362.78 8:15:00 PM 7.063 1.864 533.949 8:30:00 AM 5.709 1.862 402.492 8:30:00 PM 7.406 1.976 589.332 8:45:00 AM 6.038 1.75 408.555 8:45:00 PM 7.384 1.803 545.786 9:00:00 AM 6.264 1.95 467.508 9:00:00 PM 7.375 1.986 588.369 9:15:00 AM 6.466 1.928 483.451 9:15:00 PM 8.084 1.913 628.262 9:30:00 AM 7.372 2.114 613.972 9:30:00 PM 8.5 1.963 703.799 9:45:00 AM 7.593 1.929 613.274 9:45:00 PM 8.578 1.858 689.47 10:00:00 AM 7.983 1.887 635.85 10:00:00 PM 8.465 1.872 671.999 10:15:00 AM 7.978 1.839 613.418 10:15:00 PM 8.186 1.843 646.719 10:30:00 AM 7.434 1.971 598.377 10:30:00 PM 7.775 1.831 600.76 10:45:00 AM 7.441 1.875 573.605 10:45:00 PM 7.335 1.978 591.897 11:00:00 AM 7.522 1.932 606.784 11:00:00 PM 7.147 1.942 567.565 11:15:00 AM 7.525 1.932 600.503 11:15:00 PM 7.136 1.837 518.763 11:30:00 AM 7.619 1.997 637.929 11:30:00 PM 7.625 1.912 598.394 11:45:00 AM 8.46 1.869 648.037 11:45:00 PM 6.841 1.641 427.692 Inches Feet/Sec GPM
Daily Avg: 6.427 1.772 461.011
Daily Min: 3.683 1.208 142.121
Daily Max: 8.578 2.114 703.799
Peak to Avg: 1.53
Sunday - A.M. 7/30/2023 Sunday - P.M. 7/30/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7037
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/31/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7037
Time Level Velocity Velocity Time Level Velocity Flow
12:10:00 AM 5.875 1.862 403.946 12:00:00 PM 6.01 1.787 410.848 12:15:00 AM 5.667 1.758 361.615 12:15:00 PM 6.082 1.764 401.313 12:30:00 AM 5.257 1.7 327.748 12:30:00 PM 6.244 1.796 438.936 12:45:00 AM 5.003 1.628 292.84 12:45:00 PM 6.372 1.746 438.831 1:00:00 AM 4.801 1.488 246.999 1:00:00 PM 7.059 1.865 516.893 1:15:00 AM 4.569 1.588 246.743 1:15:00 PM 7.464 1.906 592.488 1:30:00 AM 4.498 1.444 218.192 1:30:00 PM 6.722 1.896 490.486 1:45:00 AM 4.406 1.517 226.125 1:45:00 PM 6.478 1.857 477.082 2:00:00 AM 4.3 1.382 198.376 2:00:00 PM 6.665 1.936 505.955 2:15:00 AM 4.948 1.621 287.12 2:15:00 PM 6.764 1.832 499.013 2:30:00 AM 4.798 1.549 262.743 2:30:00 PM 6.742 1.776 481.745 2:45:00 AM 4.478 1.381 197.897 2:45:00 PM 6.802 1.999 529.877 3:00:00 AM 3.925 1.273 162.689 3:00:00 PM 7.035 1.866 536.028 3:15:00 AM 3.841 1.332 158.603 3:15:00 PM 7.5 1.947 605.202 3:30:00 AM 3.755 1.413 169.471 3:30:00 PM 7.57 1.857 588.049 3:45:00 AM 3.757 1.419 170.325 3:45:00 PM 7.849 1.911 634.878 4:00:00 AM 3.738 1.491 177.692 4:00:00 PM 7.609 1.848 589.108 4:15:00 AM 3.883 1.297 158.653 4:15:00 PM 7.342 1.896 572.636 4:30:00 AM 4.046 1.507 194.096 4:30:00 PM 7.367 1.913 584.286 4:45:00 AM 4.33 1.391 204.208 4:45:00 PM 7.527 1.914 600.291 5:00:00 AM 4.602 1.614 243.182 5:00:00 PM 7.712 1.95 626.036 5:15:00 AM 4.872 1.529 265.161 5:15:00 PM 7.781 1.919 630.059 5:30:00 AM 4.833 1.673 279.804 5:30:00 PM 8.892 1.952 730.822 5:45:00 AM 4.727 1.543 256.37 5:45:00 PM 8.72 1.762 638.87 6:00:00 AM 4.703 1.551 255.852 6:00:00 PM 7.787 1.962 623.666 6:15:00 AM 4.627 1.646 265.44 6:15:00 PM 7.781 1.913 625.054 6:30:00 AM 4.389 1.391 208.191 6:30:00 PM 7.718 1.911 620.987 6:45:00 AM 4.329 1.53 224.665 6:45:00 PM 7.624 1.924 613.921 7:00:00 AM 5.107 1.672 309.65 7:00:00 PM 7.918 1.963 629.451 7:15:00 AM 5.703 1.86 401.548 7:15:00 PM 8.377 1.848 663.443 7:30:00 AM 5.119 1.576 270.809 7:30:00 PM 8.458 1.926 700.918 7:45:00 AM 4.643 1.551 242.821 7:45:00 PM 8.324 1.789 631.199 8:00:00 AM 4.903 1.593 274.606 8:00:00 PM 7.787 1.804 592.954 8:15:00 AM 5.041 1.731 302.855 8:15:00 PM 7.346 1.954 590.066 8:30:00 AM 5.01 1.7 306.46 8:30:00 PM 7.338 1.899 577.119 8:45:00 AM 5.324 1.687 318.068 8:45:00 PM 7.495 1.898 590.191 9:00:00 AM 5.354 1.834 357.667 9:00:00 PM 7.535 1.921 604.562 9:15:00 AM 5.326 1.804 347.412 9:15:00 PM 8.153 1.981 632.922 9:30:00 AM 5.365 1.684 328.26 9:30:00 PM 8.893 1.909 717.143 9:45:00 AM 5.623 1.743 368.845 9:45:00 PM 8.603 1.905 685.8 10:00:00 AM 6.476 1.925 494.483 10:00:00 PM 7.923 1.765 593.539 10:15:00 AM 6.432 1.857 465.755 10:15:00 PM 7.442 2 603.394 10:30:00 AM 6.38 1.872 466.194 10:30:00 PM 7.326 1.975 583.941 10:45:00 AM 6.05 1.766 403.976 10:45:00 PM 7.06 1.829 505.578 11:00:00 AM 6.127 1.768 411.239 11:00:00 PM 6.81 1.861 504.826 11:15:00 AM 6.071 1.784 419.562 11:15:00 PM 6.968 2.092 589.782 11:30:00 AM 5.94 1.805 409.865 11:30:00 PM 6.868 1.883 508.445 11:45:00 AM 5.984 1.863 429.579 11:45:00 PM 6.589 1.975 509.011 Inches Feet/Sec GPM
Daily Avg: 6.205 1.753 433.769
Daily Min: 3.738 1.273 158.603
Daily Max: 8.893 2.092 730.822
Peak to Avg: 1.68
Monday - A.M. 7/31/2023 Monday - P.M. 7/31/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7037
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/1/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7037
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 6.06 1.759 383.151 12:00:00 PM 5.823 1.746 386.603 12:15:00 AM 5.347 1.872 365.667 12:15:00 PM 6.276 1.957 481.729 12:30:00 AM 5.12 1.822 333.352 12:30:00 PM 6.398 1.895 475.608 12:45:00 AM 4.864 1.553 268.65 12:45:00 PM 6.484 1.998 499.421 1:00:00 AM 4.541 1.462 228.84 1:00:00 PM 7.066 1.951 563.651 1:15:00 AM 4.411 1.606 241.845 1:15:00 PM 7.269 1.877 561.9 1:30:00 AM 4.384 1.609 239.718 1:30:00 PM 7.271 1.81 539.014 1:45:00 AM 4.252 1.499 210.96 1:45:00 PM 7.18 1.766 510.33 2:00:00 AM 4.241 1.499 207.912 2:00:00 PM 6.738 1.891 504.689 2:15:00 AM 4.227 1.48 210.036 2:15:00 PM 6.966 1.917 522.575 2:30:00 AM 4.133 1.59 218.633 2:30:00 PM 7.077 1.995 549.746 2:45:00 AM 3.905 1.445 183.254 2:45:00 PM 6.816 1.979 544.704 3:00:00 AM 3.91 1.395 177.317 3:00:00 PM 6.631 1.851 488.922 3:15:00 AM 4.979 1.727 276.029 3:15:00 PM 6.713 1.79 480.216 3:30:00 AM 4.851 1.478 251.437 3:30:00 PM 7.865 1.95 646.529 3:45:00 AM 4.036 1.309 162.758 3:45:00 PM 8.017 1.926 636.005 4:00:00 AM 3.929 1.335 170.647 4:00:00 PM 7.706 1.757 569.512 4:15:00 AM 4.144 1.468 195.561 4:15:00 PM 7.452 1.893 584.018 4:30:00 AM 4.297 1.544 224.254 4:30:00 PM 7.799 1.914 597.087 4:45:00 AM 4.355 1.636 234.664 4:45:00 PM 7.85 1.865 618.393 5:00:00 AM 4.61 1.538 246.637 5:00:00 PM 7.883 1.865 617.167 5:15:00 AM 4.77 1.534 258.104 5:15:00 PM 8.192 1.953 658.059 5:30:00 AM 4.986 1.596 275.866 5:30:00 PM 8.523 1.94 715.199 5:45:00 AM 5.072 1.614 287.854 5:45:00 PM 8.547 1.879 692.715 6:00:00 AM 4.915 1.544 270.7 6:00:00 PM 8.615 1.848 691.988 6:15:00 AM 4.824 1.668 285.227 6:15:00 PM 7.912 1.867 611.783 6:30:00 AM 4.798 1.604 269.059 6:30:00 PM 7.61 1.938 607.697 6:45:00 AM 4.75 1.56 260.004 6:45:00 PM 7.455 1.892 580.227 7:00:00 AM 4.707 1.417 226.441 7:00:00 PM 7.443 1.96 599.132 7:15:00 AM 4.645 1.659 262.947 7:15:00 PM 7.657 1.97 633.286 7:30:00 AM 4.757 1.605 264.913 7:30:00 PM 8.042 2.027 677.232 7:45:00 AM 5.175 1.737 327.691 7:45:00 PM 8.504 1.963 707.947 8:00:00 AM 6.066 1.925 451.696 8:00:00 PM 8.183 1.857 651.33 8:15:00 AM 5.816 1.65 356.842 8:15:00 PM 7.368 1.878 562.688 8:30:00 AM 5.31 1.615 314.774 8:30:00 PM 7.361 1.962 598.687 8:45:00 AM 5.182 1.555 288.825 8:45:00 PM 7.474 1.84 568.801 9:00:00 AM 5.088 1.551 284.784 9:00:00 PM 7.963 2.007 679.499 9:15:00 AM 5.128 1.683 313.379 9:15:00 PM 8.842 1.835 704.575 9:30:00 AM 5.289 1.663 316.079 9:30:00 PM 8.843 1.741 672.929 9:45:00 AM 5.466 1.706 347.147 9:45:00 PM 8.571 1.944 717.388 10:00:00 AM 5.656 1.793 367.383 10:00:00 PM 8.586 1.783 663.91 10:15:00 AM 5.87 1.878 408.16 10:15:00 PM 8.388 1.996 702.257 10:30:00 AM 5.867 1.762 395.421 10:30:00 PM 8.066 1.799 619.343 10:45:00 AM 5.856 1.776 397.507 10:45:00 PM 7.537 1.859 567.664 11:00:00 AM 7.015 1.936 549.803 11:00:00 PM 6.965 1.919 525.495 11:15:00 AM 6.755 1.81 462.735 11:15:00 PM 6.738 1.792 483.083 11:30:00 AM 6.212 1.791 421.395 11:30:00 PM 6.551 1.931 498.559 11:45:00 AM 6.009 1.816 406.853 11:45:00 PM 6.812 1.812 498.269 Inches Feet/Sec GPM
Daily Avg: 6.279 1.759 441.972
Daily Min: 3.905 1.309 162.758
Daily Max: 8.843 2.027 717.388
Peak to Avg: 1.62
Tuesday- A.M. 8/1/2023 Tuesday- P.M. 8/1/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7037
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/2/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7037
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 7.012 1.868 534.27 12:00:00 PM 6.298 1.76 435.365 12:15:00 AM 6.17 1.653 397.621 12:15:00 PM 6.528 1.845 470.854 12:30:00 AM 5.412 1.592 313.018 12:30:00 PM 6.59 1.785 469.575 12:45:00 AM 5.082 1.434 254.98 12:45:00 PM 6.559 1.806 471.842 1:00:00 AM 4.911 1.576 276.264 1:00:00 PM 7.567 2.115 630.633 1:15:00 AM 4.826 1.528 246.503 1:15:00 PM 7.448 1.793 551.693 1:30:00 AM 4.574 1.519 233.028 1:30:00 PM 6.695 1.875 495.017 1:45:00 AM 4.321 1.536 217.525 1:45:00 PM 6.776 1.846 501.688 2:00:00 AM 4.306 1.529 222.686 2:00:00 PM 6.802 1.887 517.9 2:15:00 AM 4.198 1.377 184.198 2:15:00 PM 6.857 1.982 546.391 2:30:00 AM 4.007 1.357 169.681 2:30:00 PM 7.074 1.9 549.844 2:45:00 AM 3.953 1.15 148.026 2:45:00 PM 7.464 2.069 643.037 3:00:00 AM 3.896 1.324 167.094 3:00:00 PM 7.556 1.853 585.201 3:15:00 AM 3.857 1.526 190.246 3:15:00 PM 7.42 2.01 588.427 3:30:00 AM 3.894 1.264 159.65 3:30:00 PM 7.14 1.845 535.313 3:45:00 AM 3.872 1.223 153.221 3:45:00 PM 7.291 1.942 582.099 4:00:00 AM 3.915 1.315 167.355 4:00:00 PM 7.329 1.868 566.791 4:15:00 AM 4.235 1.615 229.858 4:15:00 PM 7.449 1.884 583.904 4:30:00 AM 5.056 1.638 299.087 4:30:00 PM 7.398 1.975 606.815 4:45:00 AM 5.076 1.687 309.779 4:45:00 PM 8.792 2.021 754.655 5:00:00 AM 5.078 1.646 288.158 5:00:00 PM 8.801 1.884 726.017 5:15:00 AM 5.058 1.736 311.705 5:15:00 PM 8.198 1.85 650.406 5:30:00 AM 5.104 1.66 306.574 5:30:00 PM 7.841 1.927 639.122 5:45:00 AM 5.019 1.609 290.788 5:45:00 PM 7.856 1.837 611.051 6:00:00 AM 4.959 1.701 300.558 6:00:00 PM 7.583 1.934 613.836 6:15:00 AM 4.97 1.55 276.247 6:15:00 PM 7.695 1.913 616.006 6:30:00 AM 4.871 1.612 272.676 6:30:00 PM 8.357 1.979 658.778 6:45:00 AM 4.675 1.535 250.654 6:45:00 PM 8.561 1.811 668.81 7:00:00 AM 4.679 1.56 255.447 7:00:00 PM 8.449 1.866 672.522 7:15:00 AM 4.795 1.642 265.125 7:15:00 PM 8.047 1.763 587.676 7:30:00 AM 4.797 1.647 278.728 7:30:00 PM 7.328 1.788 540.644 7:45:00 AM 4.832 1.728 288.514 7:45:00 PM 7.413 2.079 621.628 8:00:00 AM 5.36 1.723 341.184 8:00:00 PM 7.628 1.903 591.263 8:15:00 AM 6.298 1.882 442.496 8:15:00 PM 7.647 1.886 605.32 8:30:00 AM 5.801 1.679 346.422 8:30:00 PM 8.063 1.981 681.512 8:45:00 AM 5.856 1.758 387.947 8:45:00 PM 8.819 1.992 739.466 9:00:00 AM 5.652 1.556 327.035 9:00:00 PM 8.539 1.883 672.502 9:15:00 AM 5.531 1.692 350.135 9:15:00 PM 8.043 1.907 633.792 9:30:00 AM 5.623 1.78 370.074 9:30:00 PM 8.331 1.899 681.746 9:45:00 AM 5.66 1.754 374.186 9:45:00 PM 8.425 1.983 722.367 10:00:00 AM 5.666 1.743 368.152 10:00:00 PM 8.665 1.958 722.424 10:15:00 AM 5.831 1.664 367.092 10:15:00 PM 8.884 1.905 735.556 10:30:00 AM 6.105 1.66 393.394 10:30:00 PM 8.844 1.815 688.335 10:45:00 AM 6.819 1.991 548.355 10:45:00 PM 8.458 1.943 701.067 11:00:00 AM 6.893 1.784 497.933 11:00:00 PM 8.001 1.881 610.609 11:15:00 AM 6.814 1.907 524.798 11:15:00 PM 7.149 1.794 508.388 11:30:00 AM 6.353 1.743 435.934 11:30:00 PM 6.733 1.879 508.673 11:45:00 AM 6.152 1.832 427.321 11:45:00 PM 6.392 1.844 465.199 Inches Feet/Sec GPM
Daily Avg: 6.406 1.755 454.623
Daily Min: 3.857 1.15 148.026
Daily Max: 8.884 2.115 754.655
Peak to Avg: 1.66
Wednesday - A.M. 8/2/2023 Wednesday - P.M. 8/2/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7037
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/3/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7037
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 6.105 1.668 395.38 12:00:00 PM 6.562 1.741 433.494 12:15:00 AM 5.662 1.798 384.266 12:15:00 PM 7.028 1.97 564.991 12:30:00 AM 5.276 1.663 300.371 12:30:00 PM 7.025 1.83 524.555 12:45:00 AM 4.976 1.467 254.59 12:45:00 PM 6.998 1.813 497.012 1:00:00 AM 4.824 1.448 246.888 1:00:00 PM 6.631 1.908 488.778 1:15:00 AM 4.713 1.645 270.192 1:15:00 PM 6.535 1.862 478.371 1:30:00 AM 5.702 1.855 389.105 1:30:00 PM 6.602 1.826 481.342 1:45:00 AM 5.52 1.538 317.369 1:45:00 PM 6.68 1.804 474.749 2:00:00 AM 4.371 1.24 175.706 2:00:00 PM 6.869 1.812 504.164 2:15:00 AM 4.113 1.409 192.324 2:15:00 PM 6.851 1.909 529.007 2:30:00 AM 4.122 1.475 199.023 2:30:00 PM 6.92 1.877 501.791 2:45:00 AM 4.1 1.512 205.51 2:45:00 PM 7.915 1.771 594.774 3:00:00 AM 3.95 1.553 200.16 3:00:00 PM 7.537 1.848 581.709 3:15:00 AM 3.843 1.322 160.392 3:15:00 PM 6.929 1.962 548.197 3:30:00 AM 3.85 1.306 155.64 3:30:00 PM 7.012 1.989 564.445 3:45:00 AM 3.936 1.369 172.754 3:45:00 PM 7.196 1.836 541.771 4:00:00 AM 3.81 1.487 181.655 4:00:00 PM 7.339 2 604.681 4:15:00 AM 3.969 1.347 173.778 4:15:00 PM 7.881 1.882 628.402 4:30:00 AM 4.161 1.433 198.958 4:30:00 PM 8.239 1.887 667.789 4:45:00 AM 4.324 1.544 226.263 4:45:00 PM 8.371 1.955 706.184 5:00:00 AM 4.572 1.567 248.581 5:00:00 PM 8.273 1.923 684.237 5:15:00 AM 4.854 1.533 259.519 5:15:00 PM 8.068 1.892 635.718 5:30:00 AM 5.046 1.642 284.409 5:30:00 PM 7.866 1.906 634.767 5:45:00 AM 5.067 1.598 292.652 5:45:00 PM 7.968 1.906 645.955 6:00:00 AM 5.605 1.74 353.732 6:00:00 PM 8.15 1.944 673.761 6:15:00 AM 5.797 1.742 381.896 6:15:00 PM 8.056 1.839 631.958 6:30:00 AM 5.757 1.621 354.403 6:30:00 PM 8.162 1.916 669.813 6:45:00 AM 5.393 1.737 347.018 6:45:00 PM 8.547 1.998 741.501 7:00:00 AM 5.102 1.599 295.778 7:00:00 PM 8.05 1.919 658.915 7:15:00 AM 4.813 1.567 264.997 7:15:00 PM 7.28 1.913 572.301 7:30:00 AM 4.956 1.727 304.975 7:30:00 PM 7.319 1.924 582.449 7:45:00 AM 4.892 1.58 272.562 7:45:00 PM 7.206 1.963 575.774 8:00:00 AM 5.243 1.735 333.247 8:00:00 PM 7.301 1.784 529.496 8:15:00 AM 5.294 1.737 338.201 8:15:00 PM 7.954 1.903 617.024 8:30:00 AM 5.44 1.745 342.465 8:30:00 PM 8.491 1.854 667.432 8:45:00 AM 5.425 1.685 339.426 8:45:00 PM 8.426 1.8 655.955 9:00:00 AM 5.454 1.617 328.172 9:00:00 PM 8.238 1.94 684.019 9:15:00 AM 5.474 1.702 345.758 9:15:00 PM 8.368 1.868 662.385 9:30:00 AM 6.212 1.762 427.535 9:30:00 PM 8.383 1.922 695.716 9:45:00 AM 6.981 1.873 532.386 9:45:00 PM 8.371 1.96 703.019 10:00:00 AM 6.407 1.829 437.02 10:00:00 PM 8.391 1.931 699.16 10:15:00 AM 6.157 1.935 463.843 10:15:00 PM 8.447 1.856 678.536 10:30:00 AM 6.199 1.834 435.738 10:30:00 PM 9.15 1.936 744.869 10:45:00 AM 6.003 1.659 384.289 10:45:00 PM 8.93 1.835 682.034 11:00:00 AM 5.983 1.787 412.018 11:00:00 PM 7.886 1.838 572.461 11:15:00 AM 6 1.839 425.473 11:15:00 PM 7.236 1.961 566.567 11:30:00 AM 6.08 1.829 430.959 11:30:00 PM 6.729 1.769 467.772 11:45:00 AM 6.062 1.779 412.039 11:45:00 PM 6.196 1.724 402.895 Inches Feet/Sec GPM
Daily Avg: 6.408 1.756 454.494
Daily Min: 3.81 1.24 155.64
Daily Max: 9.15 2 744.869
Peak to Avg: 1.64
Thursday - A.M. 8/3/2023 Thursday - P.M. 8/3/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7037
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/4/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7037
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 5.976 1.782 410.218 12:00:00 PM 6.793 1.898 520.225 12:15:00 AM 5.829 1.802 400.783 12:15:00 PM 6.605 1.81 477.442 12:30:00 AM 6.163 1.859 440.898 12:30:00 PM 6.835 1.955 540.159 12:45:00 AM 6.031 1.706 397.62 12:45:00 PM 6.961 1.954 547.113 1:00:00 AM 5.887 1.739 376.576 1:00:00 PM 6.91 1.964 550.802 1:15:00 AM 5.148 1.406 251.912 1:15:00 PM 7.305 1.767 519.321 1:30:00 AM 4.771 1.423 234.291 1:30:00 PM 7.633 1.885 586.155 1:45:00 AM 4.732 1.546 239.521 1:45:00 PM 7.699 1.897 614.249 2:00:00 AM 4.549 1.545 243.239 2:00:00 PM 7.673 1.926 594.885 2:15:00 AM 4.492 1.54 238.266 2:15:00 PM 7.295 1.95 587.974 2:30:00 AM 4.481 1.483 228.606 2:30:00 PM 7.296 1.888 569.261 2:45:00 AM 4.356 1.355 190.822 2:45:00 PM 7.343 1.943 582.449 3:00:00 AM 4.237 1.461 188.855 3:00:00 PM 7.251 1.902 562.879 3:15:00 AM 4.16 1.355 181.945 3:15:00 PM 7.305 1.823 539.676 3:30:00 AM 4.062 1.251 160.136 3:30:00 PM 7.451 1.875 570.721 3:45:00 AM 4.103 1.411 191.944 3:45:00 PM 8.376 1.952 705.995 4:00:00 AM 4.293 1.653 230.159 4:00:00 PM 8.597 1.855 693.7 4:15:00 AM 4.284 1.532 221.594 4:15:00 PM 8.047 1.904 643.836 4:30:00 AM 4.419 1.515 229.028 4:30:00 PM 7.981 1.93 649.86 4:45:00 AM 4.651 1.385 225.065 4:45:00 PM 7.852 1.98 643.597 5:00:00 AM 5.091 1.67 307.785 5:00:00 PM 7.975 1.796 602.595 5:15:00 AM 5.315 1.629 318.882 5:15:00 PM 7.883 1.915 639.799 5:30:00 AM 5.326 1.55 301.998 5:30:00 PM 8.752 1.927 737.533 5:45:00 AM 6.186 1.725 416.251 5:45:00 PM 8.833 1.871 724.522 6:00:00 AM 6.553 1.828 477.197 6:00:00 PM 8.634 1.852 696.309 6:15:00 AM 5.774 1.486 326.213 6:15:00 PM 8.112 2 693.694 6:30:00 AM 5.311 1.63 318.886 6:30:00 PM 7.568 1.912 605.421 6:45:00 AM 5.07 1.579 288.652 6:45:00 PM 7.407 1.976 607.8 7:00:00 AM 5.013 1.454 258.648 7:00:00 PM 7.048 1.9 533.846 7:15:00 AM 5.02 1.503 270.518 7:15:00 PM 7.241 1.902 556.014 7:30:00 AM 5.172 1.578 297.4 7:30:00 PM 7.349 1.994 598.714 7:45:00 AM 5.37 1.598 316.113 7:45:00 PM 7.145 2.006 560.574 8:00:00 AM 5.376 1.584 314.997 8:00:00 PM 7.977 2.012 645.839 8:15:00 AM 5.396 1.733 346.494 8:15:00 PM 7.62 1.909 551.842 8:30:00 AM 5.591 1.575 325.837 8:30:00 PM 6.991 1.833 519.761 8:45:00 AM 6.178 1.877 452.199 8:45:00 PM 7.086 2.09 605.682 9:00:00 AM 6.609 1.816 462.613 9:00:00 PM 7.185 1.805 533.214 9:15:00 AM 6.783 1.843 486.145 9:15:00 PM 7.378 1.933 589.209 9:30:00 AM 6.448 1.667 425.71 9:30:00 PM 8.105 1.985 644.233 9:45:00 AM 6.111 1.847 432.155 9:45:00 PM 8.308 1.915 685.183 10:00:00 AM 6.353 1.719 418.779 10:00:00 PM 8.444 1.884 686.283 10:15:00 AM 6.538 1.926 501.022 10:15:00 PM 8.383 1.916 642.873 10:30:00 AM 6.618 1.777 458.552 10:30:00 PM 7.643 1.862 563.337 10:45:00 AM 6.439 1.797 456.943 10:45:00 PM 7.261 2.031 588.503 11:00:00 AM 6.457 1.814 463.895 11:00:00 PM 7.081 1.763 510.764 11:15:00 AM 6.541 1.88 489.524 11:15:00 PM 7.03 1.724 494.592 11:30:00 AM 7.56 2.017 619.656 11:30:00 PM 6.967 1.911 541.688 11:45:00 AM 7.433 1.734 510.171 11:45:00 PM 6.661 1.74 464.335 Inches Feet/Sec GPM
Daily Avg: 6.543 1.771 467.989
Daily Min: 4.062 1.251 160.136
Daily Max: 8.833 2.09 737.533
Peak to Avg: 1.58
Friday - A.M. 8/4/2023 Friday - P.M. 8/4/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7037
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/5/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7037
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 7.239 2.124 611.493 12:00:00 PM 8.099 1.916 657.395 12:15:00 AM 7.119 1.78 519.322 12:15:00 PM 8.039 1.848 622.954 12:30:00 AM 5.98 1.708 364.021 12:30:00 PM 7.845 1.839 605.253 12:45:00 AM 5.436 1.659 334.999 12:45:00 PM 8.48 1.863 672.673 1:00:00 AM 5.209 1.546 281.045 1:00:00 PM 9.019 1.846 714.093 1:15:00 AM 4.931 1.495 258.822 1:15:00 PM 9.009 1.791 704.078 1:30:00 AM 4.895 1.418 247.488 1:30:00 PM 9.012 1.84 719.758 1:45:00 AM 4.745 1.48 247.252 1:45:00 PM 8.704 1.783 664.174 2:00:00 AM 4.582 1.436 226.994 2:00:00 PM 8.228 1.889 660.119 2:15:00 AM 4.547 1.459 223.937 2:15:00 PM 7.831 1.81 599.528 2:30:00 AM 4.441 1.479 219.037 2:30:00 PM 7.89 1.801 602.403 2:45:00 AM 5.106 1.448 262.692 2:45:00 PM 8.203 1.967 665.089 3:00:00 AM 5.152 1.823 341.686 3:00:00 PM 8.909 1.888 706.783 3:15:00 AM 4.907 1.314 230.077 3:15:00 PM 8.822 1.867 711.312 3:30:00 AM 4.118 1.456 194.535 3:30:00 PM 8.142 1.768 608.434 3:45:00 AM 4.059 1.27 170.13 3:45:00 PM 7.886 1.855 617.771 4:00:00 AM 4.027 1.366 181.044 4:00:00 PM 7.794 1.847 591.225 4:15:00 AM 4.058 1.237 158.092 4:15:00 PM 7.676 1.96 630.116 4:30:00 AM 3.918 1.199 148.285 4:30:00 PM 8.147 1.88 634.844 4:45:00 AM 3.945 1.209 150.268 4:45:00 PM 8.336 1.837 655.024 5:00:00 AM 3.994 1.353 172.125 5:00:00 PM 8.311 1.854 656.958 5:15:00 AM 4.095 1.491 202.262 5:15:00 PM 8.112 1.817 624.964 5:30:00 AM 4.231 1.389 189.541 5:30:00 PM 7.459 1.845 572.955 5:45:00 AM 4.254 1.394 195.394 5:45:00 PM 7.478 1.952 605.742 6:00:00 AM 4.292 1.297 180.751 6:00:00 PM 7.402 1.927 590.429 6:15:00 AM 4.484 1.527 229.361 6:15:00 PM 7.514 1.95 601.15 6:30:00 AM 4.588 1.449 230.908 6:30:00 PM 8.375 1.953 687.811 6:45:00 AM 4.674 1.529 236.696 6:45:00 PM 8.437 1.823 665.439 7:00:00 AM 4.908 1.652 278.865 7:00:00 PM 7.52 1.834 558.008 7:15:00 AM 5.03 1.632 295.906 7:15:00 PM 7.209 1.896 559.094 7:30:00 AM 6.187 1.917 462.732 7:30:00 PM 7.222 1.988 591.247 7:45:00 AM 6.412 1.819 460.838 7:45:00 PM 7.164 1.887 555.292 8:00:00 AM 5.813 1.682 372.76 8:00:00 PM 7.32 1.849 557.915 8:15:00 AM 5.931 1.739 391.501 8:15:00 PM 7.486 1.888 575.535 8:30:00 AM 5.997 1.758 401.639 8:30:00 PM 7.732 1.795 584.508 8:45:00 AM 6.204 1.825 442.22 8:45:00 PM 7.694 1.96 634.261 9:00:00 AM 6.354 1.813 451.971 9:00:00 PM 7.702 1.925 623.62 9:15:00 AM 6.56 1.846 474.372 9:15:00 PM 7.362 1.879 551.36 9:30:00 AM 7.437 1.941 595.227 9:30:00 PM 7.29 2.001 602.783 9:45:00 AM 8.242 1.848 637.414 9:45:00 PM 7.316 1.965 594.675 10:00:00 AM 8.317 1.968 705.029 10:00:00 PM 7.247 1.84 543.437 10:15:00 AM 8.074 1.797 593.572 10:15:00 PM 7.11 1.71 493.657 10:30:00 AM 8.088 1.838 635.188 10:30:00 PM 7.034 1.95 559.945 10:45:00 AM 7.797 1.826 595.49 10:45:00 PM 8.004 2.002 662.021 11:00:00 AM 7.882 2.014 672.684 11:00:00 PM 7.883 1.804 570.732 11:15:00 AM 8.024 1.848 624.185 11:15:00 PM 6.907 1.762 493.883 11:30:00 AM 8.841 1.833 698.545 11:30:00 PM 6.693 1.881 505.17 11:45:00 AM 8.598 1.776 633.222 11:45:00 PM 6.521 1.829 474.143 Inches Feet/Sec GPM
Daily Avg: 6.759 1.742 485.894
Daily Min: 3.918 1.199 148.285
Daily Max: 9.019 2.014 719.758
Peak to Avg: 1.48
Saturday - A.M. 8/5/2023 Saturday - P.M. 8/5/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7037
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/6/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7037
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 6.115 1.829 423.378 12:00:00 PM 8.759 1.926 737.937 12:15:00 AM 5.866 1.83 398.152 12:15:00 PM 7.881 1.854 592.398 12:30:00 AM 5.67 1.646 347.576 12:30:00 PM 7.884 1.918 640.833 12:45:00 AM 5.384 1.772 353.201 12:45:00 PM 7.996 1.794 610.63 1:00:00 AM 5.795 1.775 391.52 1:00:00 PM 7.944 1.9 633.599 1:15:00 AM 5.812 1.68 372.254 1:15:00 PM 8.472 1.802 639.587 1:30:00 AM 5.594 1.646 345.814 1:30:00 PM 8.552 1.894 702.963 1:45:00 AM 4.974 1.404 243.063 1:45:00 PM 8.451 1.808 655.958 2:00:00 AM 4.67 1.579 247.007 2:00:00 PM 8.363 1.791 646.362 2:15:00 AM 4.529 1.704 266.627 2:15:00 PM 7.918 1.883 613.429 2:30:00 AM 4.511 1.456 220.515 2:30:00 PM 7.658 1.942 621.516 2:45:00 AM 4.356 1.605 225.904 2:45:00 PM 7.573 1.817 570.605 3:00:00 AM 4.327 1.467 215.241 3:00:00 PM 7.585 1.95 615.64 3:15:00 AM 4.294 1.623 232.922 3:15:00 PM 7.531 1.936 608.801 3:30:00 AM 4.072 1.407 189.367 3:30:00 PM 8.431 1.934 675.092 3:45:00 AM 4.021 1.515 199.742 3:45:00 PM 8.417 1.783 644.127 4:00:00 AM 4.04 1.368 179.045 4:00:00 PM 7.364 1.839 535.86 4:15:00 AM 4.016 1.426 175.955 4:15:00 PM 7.135 1.905 557.584 4:30:00 AM 3.957 1.272 164.362 4:30:00 PM 7.155 1.916 562.836 4:45:00 AM 3.988 1.334 168.265 4:45:00 PM 7.158 1.988 568.278 5:00:00 AM 3.927 1.45 185.333 5:00:00 PM 7.348 1.912 580.304 5:15:00 AM 3.957 1.402 181.237 5:15:00 PM 7.844 1.923 601.963 5:30:00 AM 3.87 1.362 169.865 5:30:00 PM 7.89 1.923 643.169 5:45:00 AM 3.924 1.356 161.789 5:45:00 PM 7.979 1.858 630.749 6:00:00 AM 3.907 1.339 165.701 6:00:00 PM 7.653 1.793 575.955 6:15:00 AM 4.012 1.306 168.639 6:15:00 PM 7.579 1.966 623.487 6:30:00 AM 3.953 1.448 181.387 6:30:00 PM 7.615 1.892 596.437 6:45:00 AM 4.992 1.811 324.796 6:45:00 PM 7.39 1.874 571.88 7:00:00 AM 5.503 1.677 341.194 7:00:00 PM 7.44 1.981 612.087 7:15:00 AM 4.779 1.485 247.288 7:15:00 PM 7.475 2.007 625.12 7:30:00 AM 4.836 1.559 267.578 7:30:00 PM 7.892 2.066 691.136 7:45:00 AM 4.792 1.592 266.522 7:45:00 PM 8.675 1.952 738.389 8:00:00 AM 5.166 1.722 324.07 8:00:00 PM 8.289 1.79 631.471 8:15:00 AM 5.521 1.796 364.797 8:15:00 PM 7.947 1.919 648.018 8:30:00 AM 5.846 1.765 394.159 8:30:00 PM 7.85 1.702 565.49 8:45:00 AM 6.129 1.841 435.805 8:45:00 PM 7.985 1.909 642.838 9:00:00 AM 6.309 1.889 468.208 9:00:00 PM 8.637 1.861 700.148 9:15:00 AM 6.608 1.865 475.95 9:15:00 PM 9.499 1.86 789.759 9:30:00 AM 7.075 1.86 517.14 9:30:00 PM 9.773 1.844 808.704 9:45:00 AM 7.578 1.843 577.929 9:45:00 PM 9.848 1.827 810.073 10:00:00 AM 7.728 1.844 596.476 10:00:00 PM 9.867 1.77 784.169 10:15:00 AM 7.62 1.774 566.766 10:15:00 PM 9.539 1.706 704.632 10:30:00 AM 7.069 1.886 535.031 10:30:00 PM 9.005 1.807 694.767 10:45:00 AM 7.339 1.818 552.388 10:45:00 PM 8.643 1.74 642.225 11:00:00 AM 7.953 1.961 636.549 11:00:00 PM 8.144 1.708 595.518 11:15:00 AM 8.069 1.83 612.392 11:15:00 PM 7.806 1.882 620.756 11:30:00 AM 7.8 1.933 625.925 11:30:00 PM 8.226 1.897 652.811 11:45:00 AM 8.77 1.922 721.068 11:45:00 PM 8.197 1.921 675.493 Inches Feet/Sec GPM
Daily Avg: 6.791 1.755 493.622
Daily Min: 3.87 1.272 161.789
Daily Max: 9.867 2.066 810.073
Peak to Avg: 1.64
Sunday - A.M. 8/6/2023 Sunday - P.M. 8/6/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7037
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/7/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7037
Time Level Velocity Velocity Time Level Velocity Flow
12:10:00 AM 6.781 1.72 470.218 12:00:00 PM 7.002 1.918 527.529 12:15:00 AM 5.932 1.711 375.369 12:15:00 PM 7.722 1.855 603.261 12:30:00 AM 5.623 1.63 341.489 12:30:00 PM 7.706 1.719 538.909 12:45:00 AM 5.429 1.595 309.895 12:45:00 PM 6.946 1.693 478.155 1:00:00 AM 5.154 1.653 309.965 1:00:00 PM 6.798 1.867 511.427 1:15:00 AM 4.867 1.628 281.916 1:15:00 PM 6.723 1.942 524.789 1:30:00 AM 4.822 1.552 261.201 1:30:00 PM 6.729 1.807 481.474 1:45:00 AM 4.555 1.565 246.905 1:45:00 PM 6.891 1.948 544.165 2:00:00 AM 4.443 1.406 212.585 2:00:00 PM 6.893 1.799 497.808 2:15:00 AM 4.319 1.592 232.925 2:15:00 PM 6.799 2.029 555.347 2:30:00 AM 4.242 1.333 182.504 2:30:00 PM 7.134 1.842 512.942 2:45:00 AM 4.168 1.303 175.306 2:45:00 PM 7.651 1.881 584.23 3:00:00 AM 4.113 1.364 186.187 3:00:00 PM 7.826 1.792 592.193 3:15:00 AM 4.608 1.406 225.428 3:15:00 PM 7.812 1.803 595.252 3:30:00 AM 5.027 1.593 288.624 3:30:00 PM 7.351 1.834 551.649 3:45:00 AM 4.888 1.441 251.032 3:45:00 PM 7.205 1.878 555.097 4:00:00 AM 4.677 1.53 221.71 4:00:00 PM 7.291 1.867 557.911 4:15:00 AM 4.324 1.269 185.252 4:15:00 PM 7.345 1.951 590.925 4:30:00 AM 4.305 1.415 205.692 4:30:00 PM 7.393 1.973 605.616 4:45:00 AM 4.455 1.5 229.341 4:45:00 PM 7.611 1.864 587.945 5:00:00 AM 4.684 1.546 244.996 5:00:00 PM 7.68 1.828 590.127 5:15:00 AM 4.951 1.683 296.142 5:15:00 PM 8.811 1.924 706.545 5:30:00 AM 5.334 1.684 326.685 5:30:00 PM 8.797 1.842 709.704 5:45:00 AM 5.398 1.643 327.222 5:45:00 PM 8.345 1.854 666.979 6:00:00 AM 5.494 1.663 340.766 6:00:00 PM 7.847 1.96 650.885 6:15:00 AM 5.509 1.597 328.512 6:15:00 PM 7.692 1.93 608.291 6:30:00 AM 5.43 1.686 337.833 6:30:00 PM 7.8 1.9 625.765 6:45:00 AM 5.602 1.717 349.12 6:45:00 PM 8.002 1.998 680.827 7:00:00 AM 5.967 1.746 400.993 7:00:00 PM 8.545 1.859 674.975 7:15:00 AM 6.778 1.766 482.465 7:15:00 PM 8.663 1.772 669.374 7:30:00 AM 7.403 1.912 577.089 7:30:00 PM 8.618 1.863 685.309 7:45:00 AM 6.819 1.735 444.547 7:45:00 PM 8.329 1.893 663.11 8:00:00 AM 6.311 1.784 442.063 8:00:00 PM 8.072 1.93 660.296 8:15:00 AM 6.401 1.862 465.202 8:15:00 PM 7.984 1.833 615.068 8:30:00 AM 6.174 1.783 421.355 8:30:00 PM 8.1 1.914 658.918 8:45:00 AM 5.961 1.744 391.527 8:45:00 PM 8.165 1.95 682.036 9:00:00 AM 5.901 1.668 375.061 9:00:00 PM 9.602 1.855 722.449 9:15:00 AM 6.052 1.788 418.638 9:15:00 PM 9.711 1.827 786.121 9:30:00 AM 6.612 1.764 451.733 9:30:00 PM 9.489 1.769 738.176 9:45:00 AM 6.683 1.719 451.075 9:45:00 PM 9.259 1.87 756.159 10:00:00 AM 6.75 1.79 484.667 10:00:00 PM 9.329 1.918 773.084 10:15:00 AM 6.543 1.697 439.337 10:15:00 PM 9.622 1.878 793.272 10:30:00 AM 6.588 1.804 468.23 10:30:00 PM 9.474 1.714 705.007 10:45:00 AM 6.638 1.907 497.753 10:45:00 PM 8.915 1.751 675.311 11:00:00 AM 6.616 1.818 480.652 11:00:00 PM 8.135 1.81 601.853 11:15:00 AM 6.584 1.814 469.045 11:15:00 PM 7.195 1.83 538.853 11:30:00 AM 6.574 1.846 483.366 11:30:00 PM 6.692 1.729 455.946 11:45:00 AM 6.777 1.746 476.123 11:45:00 PM 6.53 1.697 440.945 Inches Feet/Sec GPM
Daily Avg: 6.765 1.753 483.448
Daily Min: 4.113 1.269 175.306
Daily Max: 9.711 2.029 793.272
Peak to Avg: 1.64
Monday - A.M. 8/7/2023 Monday - P.M. 8/7/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7037
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/8/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7037
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 6.273 1.648 389.013 12:00:00 PM 6.279 1.793 441.679 12:15:00 AM 5.871 1.691 366.53 12:15:00 PM 6.179 1.777 425.47 12:30:00 AM 5.646 1.626 335.14 12:30:00 PM 6.186 1.679 402.22 12:45:00 AM 5.307 1.711 334.231 12:45:00 PM 6.435 1.75 435.601 1:00:00 AM 5.06 1.534 263.493 1:00:00 PM 6.455 1.791 457.892 1:15:00 AM 4.897 1.441 251.678 1:15:00 PM 6.714 1.954 510.801 1:30:00 AM 5.512 1.908 392.914 1:30:00 PM 7.784 1.981 642.022 1:45:00 AM 5.972 1.623 373.297 1:45:00 PM 7.828 1.808 598.397 2:00:00 AM 4.873 1.371 237.722 2:00:00 PM 6.773 1.853 505.743 2:15:00 AM 4.511 1.395 217.073 2:15:00 PM 6.83 2.012 555.41 2:30:00 AM 4.498 1.365 202.569 2:30:00 PM 6.818 1.815 489.481 2:45:00 AM 4.361 1.273 188.759 2:45:00 PM 6.873 1.898 528.279 3:00:00 AM 4.197 1.333 187.33 3:00:00 PM 6.773 1.742 475.576 3:15:00 AM 4.375 1.354 201.839 3:15:00 PM 6.645 1.804 479.918 3:30:00 AM 4.256 1.585 227.153 3:30:00 PM 6.815 1.883 513.622 3:45:00 AM 4.264 1.288 181.987 3:45:00 PM 7.594 2.029 631.806 4:00:00 AM 4.235 1.292 180.128 4:00:00 PM 8.117 1.841 624.113 4:15:00 AM 4.27 1.353 194.78 4:15:00 PM 8.462 1.908 699.226 4:30:00 AM 4.384 1.393 204.146 4:30:00 PM 8.486 1.856 675.772 4:45:00 AM 4.599 1.488 237.953 4:45:00 PM 8.188 1.825 640.782 5:00:00 AM 4.954 1.582 280.514 5:00:00 PM 8.176 1.78 616.927 5:15:00 AM 5.243 1.666 315.641 5:15:00 PM 8.092 1.912 657.24 5:30:00 AM 5.486 1.684 331.548 5:30:00 PM 8.131 1.906 660.018 5:45:00 AM 5.748 1.784 387.089 5:45:00 PM 8.191 1.941 676.098 6:00:00 AM 6.396 1.871 443.864 6:00:00 PM 9.01 2.007 739.779 6:15:00 AM 6.417 1.766 447.936 6:15:00 PM 8.709 1.919 660.702 6:30:00 AM 6.459 1.802 460.22 6:30:00 PM 8.101 1.928 659.95 6:45:00 AM 6.087 1.545 357.347 6:45:00 PM 8.066 1.826 628.117 7:00:00 AM 5.799 1.662 367.181 7:00:00 PM 8.08 1.995 687.917 7:15:00 AM 5.999 1.743 392.344 7:15:00 PM 8.231 1.924 680.045 7:30:00 AM 6.199 1.666 391.78 7:30:00 PM 8.113 1.901 652.492 7:45:00 AM 6.243 1.707 415.598 7:45:00 PM 8.447 1.893 682.388 8:00:00 AM 6.222 1.771 429.904 8:00:00 PM 8.592 1.876 699.002 8:15:00 AM 7.149 1.836 538.483 8:15:00 PM 8.763 1.879 713.597 8:30:00 AM 7.345 1.796 546.556 8:30:00 PM 8.824 1.955 755.993 8:45:00 AM 6.429 1.74 412.715 8:45:00 PM 8.688 1.816 676.474 9:00:00 AM 6.025 1.757 404.922 9:00:00 PM 8.779 1.907 724.752 9:15:00 AM 6.22 1.584 385.084 9:15:00 PM 9.084 1.947 750.278 9:30:00 AM 6.484 1.673 430.345 9:30:00 PM 9.534 1.791 752.159 9:45:00 AM 6.002 1.63 375.822 9:45:00 PM 10.285 1.922 852.068 10:00:00 AM 6.369 1.809 454.197 10:00:00 PM 10.164 1.845 821.381 10:15:00 AM 6.715 1.793 483.84 10:15:00 PM 9.268 1.88 773.716 10:30:00 AM 6.863 1.851 513.957 10:30:00 PM 8.743 1.875 707.917 10:45:00 AM 6.898 1.715 477.282 10:45:00 PM 8.354 1.807 651.246 11:00:00 AM 6.813 1.709 452.943 11:00:00 PM 8.18 1.849 638.305 11:15:00 AM 6.272 1.788 425.181 11:15:00 PM 8.101 1.93 668.09 11:30:00 AM 6.243 1.729 422.068 11:30:00 PM 7.5 1.93 603.825 11:45:00 AM 6.332 1.789 445.658 11:45:00 PM 7.098 1.989 578.115 Inches Feet/Sec GPM
Daily Avg: 6.821 1.754 491.275
Daily Min: 4.197 1.273 180.128
Daily Max: 10.285 2.029 852.068
Peak to Avg: 1.73
Tuesday - A.M. 8/8/2023 Tuesday - P.M. 8/8/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7037
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/9/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Sewer Line Flow Study Summary
Maximum Level Maximum Flow Rate Maximum Velocity
Average:

Maximum:

Minimum:

1.669

2.147

0.939
Velocity - Feet per Second
Average:

Maximum:

Minimum:

Max d/D:

6.364

10.285

3.429

57.1%
Level - Inches
Average:

Maximum::

Minimum:

Peak to Average
434.830
852.068
105.747

1.78 Flow Rate - Gallons Per Minute
Project: City of McFarland, Sewer Flow Study
Location: MH-7037
Pipe Size: 18” VCP
Time Period: 7/26/2023, 12:00 a.m. - 8/9/2023, 12:00 a.m.

Sewer Line Daily Totals
Daily Totals - US Gallons
Project: City of McFarland, Sewer Flow Study
Location: MH-7037
Pipe Size: 18” VCP
Time Period: 7/26/2023, 12:00 a.m. - 8/9/2023, 12:00 a.m.

Date: Gallons:
7/26/2023 598,305
7/27/2023 589,031
7/28/2023 572,224
7/29/2023 614,090
7/30/2023 626,340
7/31/2023 593,162
8/0/2023 603,945
8/2/2023 616,764
8/3/2023 614,178
8/4/2023 636,557
8/5/2023 665,005
8/6/2023 674,108
8/7/2023 662,074
8/8/2023 671,766
8/9/2023 654,813
Total Recorded Flow (15 Days) 9,392,330

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7037
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 6.306 1.728 419.022 12:00:00 PM 6.866 1.82 496.103 12:15:00 AM 5.75 1.786 373.888 12:15:00 PM 6.968 1.841 521.984 12:30:00 AM 5.347 1.62 311.417 12:30:00 PM 6.894 1.799 497.096 12:45:00 AM 5.137 1.514 281.026 12:45:00 PM 6.555 1.862 482.507 1:00:00 AM 4.91 1.614 282.812 1:00:00 PM 6.607 1.8 474.426 1:15:00 AM 4.719 1.567 251.763 1:15:00 PM 6.661 1.919 512.054 1:30:00 AM 4.591 1.495 229.811 1:30:00 PM 6.46 1.35 345.548 1:45:00 AM 4.546 1.416 222.734 1:45:00 PM 6.448 1.529 390.256 2:00:00 AM 4.406 1.481 222.845 2:00:00 PM 6.382 1.763 441.423 2:15:00 AM 4.288 1.393 194.951 2:15:00 PM 6.507 1.937 500.799 2:30:00 AM 4.225 1.461 207.255 2:30:00 PM 6.768 1.76 479.867 2:45:00 AM 4.538 1.656 239.231 2:45:00 PM 7.739 2.083 679.031 3:00:00 AM 5.464 1.631 331.696 3:00:00 PM 7.418 1.907 550.716 3:15:00 AM 4.743 1.432 239.016 3:15:00 PM 6.841 1.86 513.326 3:30:00 AM 4.156 1.285 178.056 3:30:00 PM 7.101 1.924 544.72 3:45:00 AM 4.128 1.431 186.928 3:45:00 PM 7.334 1.925 566.688 4:00:00 AM 4.234 1.398 198.913 4:00:00 PM 7.556 1.863 577.505 4:15:00 AM 4.17 1.427 197.431 4:15:00 PM 7.925 1.921 626.03 4:30:00 AM 4.304 1.447 210.725 4:30:00 PM 8.431 1.906 673.03 4:45:00 AM 4.362 1.594 235.873 4:45:00 PM 8.489 1.93 704.391 5:00:00 AM 4.711 1.561 258.214 5:00:00 PM 8.487 1.862 683.211 5:15:00 AM 5.079 1.675 299.589 5:15:00 PM 8.31 1.879 655.537 5:30:00 AM 5.258 1.533 291.133 5:30:00 PM 8.078 1.968 672.081 5:45:00 AM 5.385 1.602 317.061 5:45:00 PM 8.077 1.802 621.5 6:00:00 AM 5.477 1.767 360.529 6:00:00 PM 7.931 1.882 633.683 6:15:00 AM 5.812 1.626 355.371 6:15:00 PM 9.216 1.972 759.358 6:30:00 AM 6.356 1.851 455.836 6:30:00 PM 9.27 1.753 721.668 6:45:00 AM 6.441 1.788 451.828 6:45:00 PM 8.341 1.861 649.877 7:00:00 AM 6.504 1.828 472.27 7:00:00 PM 7.973 1.847 618.859 7:15:00 AM 6.025 1.767 411.29 7:15:00 PM 8.06 1.933 664.775 7:30:00 AM 6.112 1.775 421.457 7:30:00 PM 8.091 1.802 617.787 7:45:00 AM 6.264 1.744 427.97 7:45:00 PM 8.107 1.798 612.36 8:00:00 AM 6.318 1.838 456.442 8:00:00 PM 8.777 1.977 695.832 8:15:00 AM 6.282 1.757 433.081 8:15:00 PM 9.01 1.922 763.207 8:30:00 AM 6.186 1.738 406.084 8:30:00 PM 9.09 1.812 727.57 8:45:00 AM 5.966 1.79 408.325 8:45:00 PM 9.155 1.936 782.923 9:00:00 AM 5.951 1.746 399.552 9:00:00 PM 9.118 1.814 731.517 9:15:00 AM 7.123 1.937 565.623 9:15:00 PM 9.113 1.737 695.489 9:30:00 AM 7.145 1.894 555.37 9:30:00 PM 8.915 1.853 723.609 9:45:00 AM 6.256 1.694 415.137 9:45:00 PM 9.374 1.959 800.207 10:00:00 AM 6.117 1.758 416.986 10:00:00 PM 9.807 1.849 794.312 10:15:00 AM 6.02 1.792 409.484 10:15:00 PM 9.613 1.803 777.106 10:30:00 AM 6.157 1.707 409.154 10:30:00 PM 8.698 1.852 675.459 10:45:00 AM 6.208 1.934 462.946 10:45:00 PM 8.296 1.779 635.474 11:00:00 AM 6.196 1.837 442.269 11:00:00 PM 7.666 1.862 590.783 11:15:00 AM 6.479 1.815 466.59 11:15:00 PM 7.28 1.857 547.089 11:30:00 AM 6.596 1.804 467.307 11:30:00 PM 7.261 1.702 509.892 11:45:00 AM 6.571 1.93 505.614 11:45:00 PM 7.18 1.712 496.862 Inches Feet/Sec GPM
Daily Avg: 6.729 1.754 481.836
Daily Min: 4.128 1.285 178.056
Daily Max: 9.807 2.083 800.207
Peak to Avg: 1.66
Tuesday - A.M. 8/8/2023 Tuesday - P.M. 8/8/2023

1868 Palma Drive, Suite I, Ventura, CA 93003 www.goldcoastenv.com 805.498.3811 ph.

Manhole - Layout

CITY OF MCFARLAND - SEWER FLOW STUDY
MH Location: MH-7054, Behind Home @
480 Industrial St.

McFarland, CA 93250

Pipe Size: 12” VCP
Time Period: 7/26/2023 - 12:00 a.m. to
8/9/2023 - 12:00 a.m.

GPS: 35.681454, -119.227245
Equipment
N
 Manhole is constructed of stacked clay brick with a
concrete trough through the base with VCP influent
and effluent lines.

Manhole
E
Gold G C Coast Environmental
E Specializing in process instrumentation and calibration.

G C
Teledyne Isco 2150 Area Velocity Flow Meter with 10’
measuring range:

Level Measurement:
 Method - Submerged pressure transducer mounted in
the flow stream
 Transducer Type - Differential linear integrated circuit pressure transducer
 Range (standard) 0.033 to 10 ft (0.010 to 3.05 m);
Maximum Allowable Level 34 ft (10.5 m)
 Accuracy ±0.01 ft from 0.033 to 10 ft, (±0.003 m from

0.01 to 3.05 m,)
 Long-Term Stability ±0.023 ft/yr (±0.007 m/yr)
 Compensated Range 32° to 122°F (0° to 50°C)
Velocity Measurement:
 Method - Doppler ultrasonic, frequency 500 kHz
 Typical Minimum Depth 0.08 ft (25 mm)
 Range -5 to +20 ft/s (-1.5 to +6.1 m/s)
 Accuracy (in water with uniform velocity profile, speed of sound = 4850 ft/s, for indicated velocity range)
±0.1 ft/s from -5 to 5 ft/s (±0.03 m/s from—

1.5 to +1.5 m/s)
 ±2% of reading from 5 to 20 ft/s (1.5 to 6.1 m/s)
Method Of Insertion:
 12 inch line uses a SLIT ring with the transducer attached. (Street Level Installation Tool) Flow

Project: City of McFarland - Sewer Flow Study
Location: MH-7054
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/26/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7054
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 PM 4.823 0.993 131.523
12:15:00 AM 4.486 0.881 105.886 12:15:00 PM 4.942 1.008 137.345 12:30:00 AM 4.263 0.717 80.023 12:30:00 PM 5.086 1.113 158.285 12:45:00 AM 4.316 0.797 90.945 12:45:00 PM 5.149 1.13 163.405 1:00:00 AM 4.222 0.773 85.587 1:00:00 PM 5.852 1.291 220.41 1:15:00 AM 4.002 0.7 71.672 1:15:00 PM 5.913 1.276 220.738 1:30:00 AM 4.125 0.642 68.905 1:30:00 PM 5.934 1.312 227.98 1:45:00 AM 4.169 0.716 77.435 1:45:00 PM 5.917 1.292 223.684 2:00:00 AM 4.201 0.615 66.736 2:00:00 PM 5.344 1.127 163.362 2:15:00 AM 4.059 0.601 63.091 2:15:00 PM 5.156 1.08 156.036 2:30:00 AM 4.06 0.638 65.927 2:30:00 PM 5.234 1.108 163.55 2:45:00 AM 4.033 0.673 69.501 2:45:00 PM 5.23 1.101 161.07 3:00:00 AM 4.016 0.635 65.592 3:00:00 PM 5.345 1.185 179.819 3:15:00 AM 3.911 0.598 59.311 3:15:00 PM 5.57 1.171 187.531 3:30:00 AM 3.9 0.622 61.261 3:30:00 PM 7.235 1.551 344.557 3:45:00 AM 3.871 0.504 49.502 3:45:00 PM 6.785 1.382 284.138 4:00:00 AM 3.981 0.691 70.584 4:00:00 PM 5.45 1.219 189.825 4:15:00 AM 4.2 0.725 79.766 4:15:00 PM 5.564 1.22 193.567 4:30:00 AM 5.36 1.141 173.913 4:30:00 PM 5.468 1.203 188.116 4:45:00 AM 6.677 1.437 289.544 4:45:00 PM 5.451 1.196 186.224 5:00:00 AM 4.762 0.94 122.439 5:00:00 PM 6.155 1.375 250.333 5:15:00 AM 4.694 0.976 124.709 5:15:00 PM 6.416 1.439 272.41 5:30:00 AM 4.666 0.939 116.462 5:30:00 PM 6.469 1.405 268.41 5:45:00 AM 4.445 0.891 105.701 5:45:00 PM 6.303 1.319 245.081 6:00:00 AM 4.385 0.865 100.743 6:00:00 PM 5.635 1.221 198.54 6:15:00 AM 4.331 0.816 93.536 6:15:00 PM 5.499 1.206 186.646 6:30:00 AM 4.265 0.747 83.851 6:30:00 PM 5.549 1.195 190.028 6:45:00 AM 4.152 0.785 84.999 6:45:00 PM 5.619 1.336 212.566 7:00:00 AM 4.295 0.806 91.357 7:00:00 PM 5.66 1.236 199.78 7:15:00 AM 4.279 0.798 88.899 7:15:00 PM 7.115 1.43 306.655 7:30:00 AM 4.249 0.822 89.769 7:30:00 PM 7.1 1.56 338.744 7:45:00 AM 5.445 1.169 181.759 7:45:00 PM 5.336 1.187 179.838 8:00:00 AM 5.496 1.193 186.896 8:00:00 PM 5.42 1.165 180.021 8:15:00 AM 5.445 1.189 183.432 8:15:00 PM 5.351 1.215 184.644 8:30:00 AM 4.569 0.845 104.153 8:30:00 PM 5.346 1.175 178.227 8:45:00 AM 4.474 0.873 102.489 8:45:00 PM 6.294 1.354 253.6 9:00:00 AM 4.463 0.847 101.08 9:00:00 PM 6.495 1.447 281.733 9:15:00 AM 4.452 0.993 118.239 9:15:00 PM 6.426 1.418 268.341 9:30:00 AM 4.595 0.975 121.125 9:30:00 PM 6.422 1.382 260.483 9:45:00 AM 4.595 0.866 107.441 9:45:00 PM 5.746 1.242 207.177 10:00:00 AM 4.582 0.948 117.334 10:00:00 PM 5.749 1.256 209.515 10:15:00 AM 4.831 1.018 135.177 10:15:00 PM 5.546 1.181 185.312 10:30:00 AM 4.69 0.928 117.713 10:30:00 PM 5.389 1.17 178.38 10:45:00 AM 4.716 0.933 119.931 10:45:00 PM 5.39 1.251 187.75 11:00:00 AM 6.675 1.429 286.327 11:00:00 PM 5.259 1.142 169.762 11:15:00 AM 6.717 1.452 294.77 11:15:00 PM 5.965 1.354 236.856 11:30:00 AM 4.786 0.972 127.515 11:30:00 PM 6.799 1.494 307.756 11:45:00 AM 4.802 0.968 127.575 11:45:00 PM 4.733 1.065 137.619 Inches Feet/Sec GPM
Daily Avg: 5.183 1.066 163.031
Daily Min: 3.871 0.504 49.502
Daily Max: 7.235 1.56 344.557
Peak to Avg: 2.11
Wednesday - A.M. 7/26/2023 Wednesday - P.M. 7/26/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7054
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/27/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7054
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 4.544 0.915 111.921 12:00:00 PM 5.075 1.049 148.085 12:15:00 AM 4.478 0.879 105.468 12:15:00 PM 4.875 1.02 137.09 12:30:00 AM 4.373 0.811 92.463 12:30:00 PM 4.894 0.947 127.248 12:45:00 AM 4.36 0.816 93.745 12:45:00 PM 4.946 1.014 138.107 1:00:00 AM 4.263 0.775 84.586 1:00:00 PM 6.399 1.389 265.574 1:15:00 AM 4.175 0.788 85.829 1:15:00 PM 6.788 1.533 308.507 1:30:00 AM 4.097 0.716 76.1 1:30:00 PM 5.155 1.139 164.911 1:45:00 AM 4.107 0.736 75.98 1:45:00 PM 5.164 1.132 163.951 2:00:00 AM 4.035 0.768 79.943 2:00:00 PM 5.265 1.217 181.119 2:15:00 AM 4.045 0.713 74.15 2:15:00 PM 5.158 1.144 165.792 2:30:00 AM 3.989 0.767 77.457 2:30:00 PM 5.01 1.119 155.955 2:45:00 AM 4.055 0.709 74.272 2:45:00 PM 5.101 1.123 158.15 3:00:00 AM 3.939 0.687 69.187 3:00:00 PM 6.227 1.32 237.339 3:15:00 AM 3.917 0.721 72.094 3:15:00 PM 6.339 1.426 266.491 3:30:00 AM 3.923 0.632 60.452 3:30:00 PM 6.208 1.403 257.026 3:45:00 AM 3.922 0.724 72.498 3:45:00 PM 6.128 1.382 250.124 4:00:00 AM 4.064 0.687 72.241 4:00:00 PM 5.279 1.206 179.656 4:15:00 AM 5.29 1.123 168.119 4:15:00 PM 5.468 1.239 193.691 4:30:00 AM 5.472 1.191 184.4 4:30:00 PM 5.607 1.234 199.343 4:45:00 AM 5.473 1.179 184.575 4:45:00 PM 5.497 1.188 184.878 5:00:00 AM 4.622 0.911 114.036 5:00:00 PM 5.574 1.222 194.769 5:15:00 AM 4.505 0.941 113.657 5:15:00 PM 7.426 1.535 351.534 5:30:00 AM 4.604 0.93 115.815 5:30:00 PM 6.883 1.497 313.192 5:45:00 AM 4.526 0.899 109.322 5:45:00 PM 5.285 1.179 176.422 6:00:00 AM 4.446 0.815 96.853 6:00:00 PM 5.413 1.176 178.664 6:15:00 AM 4.46 0.875 104.409 6:15:00 PM 5.384 1.177 180.424 6:30:00 AM 4.332 0.756 86.67 6:30:00 PM 5.557 1.219 187.477 6:45:00 AM 4.241 0.768 85.597 6:45:00 PM 6.441 1.403 270.376 7:00:00 AM 4.373 0.828 95.807 7:00:00 PM 6.422 1.42 272.619 7:15:00 AM 4.48 0.922 110.662 7:15:00 PM 6.365 1.438 268.169 7:30:00 AM 4.427 0.777 91.767 7:30:00 PM 5.968 1.268 221.943 7:45:00 AM 4.664 0.994 125.9 7:45:00 PM 5.55 1.258 198.171 8:00:00 AM 6.437 1.449 278.64 8:00:00 PM 5.407 1.271 190.817 8:15:00 AM 4.661 1 124.656 8:15:00 PM 5.275 1.217 181.559 8:30:00 AM 4.589 1.005 124.447 8:30:00 PM 5.254 1.097 162.848 8:45:00 AM 4.654 0.933 117.872 8:45:00 PM 5.402 1.162 175.879 9:00:00 AM 4.567 0.92 110.387 9:00:00 PM 7.152 1.517 332.421 9:15:00 AM 4.631 0.952 115.993 9:15:00 PM 6.853 1.501 312.328 9:30:00 AM 4.702 0.928 118.935 9:30:00 PM 5.619 1.279 203.769 9:45:00 AM 4.678 0.946 120.373 9:45:00 PM 5.695 1.263 199.809 10:00:00 AM 4.486 0.83 99.205 10:00:00 PM 5.723 1.265 209.807 10:15:00 AM 4.588 0.915 113.418 10:15:00 PM 5.435 1.2 185.083 10:30:00 AM 5.593 1.267 204.028 10:30:00 PM 6.352 1.4 265.235 10:45:00 AM 5.58 1.215 194.113 10:45:00 PM 6.123 1.38 249.656 11:00:00 AM 5.558 1.204 192.082 11:00:00 PM 6.065 1.333 238.135 11:15:00 AM 4.823 0.989 127.968 11:15:00 PM 5.769 1.242 208.199 11:30:00 AM 4.749 0.947 122.955 11:30:00 PM 4.827 0.977 129.601 11:45:00 AM 4.775 0.985 128.821 11:45:00 PM 4.616 0.928 115.959 Inches Feet/Sec GPM
Daily Avg: 5.149 1.078 162.167
Daily Min: 3.917 0.632 60.452
Daily Max: 7.426 1.535 351.534
Peak to Avg: 2.17
Thursday - A.M. 7/27/2023 Thursday - P.M. 7/27/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7054
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/28/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7054
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 4.49 0.919 108.387 12:00:00 PM 5.649 1.252 204.209 12:15:00 AM 4.411 0.897 104.682 12:15:00 PM 4.949 1.122 152.546 12:30:00 AM 4.519 0.92 111.687 12:30:00 PM 4.904 1.053 142.696 12:45:00 AM 4.338 0.779 89.535 12:45:00 PM 4.876 1.076 141.168 1:00:00 AM 4.326 0.801 89.36 1:00:00 PM 4.894 1.087 146.925 1:15:00 AM 4.104 0.767 81.687 1:15:00 PM 5.105 1.144 163.532 1:30:00 AM 4.133 0.769 82.445 1:30:00 PM 5.093 1.172 164.24 1:45:00 AM 4.223 0.762 83.375 1:45:00 PM 5.783 1.282 215.487 2:00:00 AM 6.195 1.358 249.229 2:00:00 PM 6.922 1.463 308.053 2:15:00 AM 4.349 0.811 93.497 2:15:00 PM 5.031 1.078 151.097 2:30:00 AM 3.864 0.632 61.967 2:30:00 PM 4.983 1.046 141.985 2:45:00 AM 4.043 0.699 72.999 2:45:00 PM 4.994 1.037 143.914 3:00:00 AM 3.972 0.687 69.955 3:00:00 PM 5.135 1.093 157.337 3:15:00 AM 3.857 0.632 61.272 3:15:00 PM 5.156 1.233 175.399 3:30:00 AM 3.809 0.582 55.344 3:30:00 PM 5.284 1.141 170.649 3:45:00 AM 3.898 0.655 62.876 3:45:00 PM 6.287 1.385 259.027 4:00:00 AM 3.969 0.657 66.822 4:00:00 PM 6.364 1.419 265.398 4:15:00 AM 4.163 0.789 85.618 4:15:00 PM 6.33 1.378 254.517 4:30:00 AM 4.464 0.893 106.687 4:30:00 PM 6.164 1.328 242.24 4:45:00 AM 4.528 0.939 114.356 4:45:00 PM 5.586 1.213 190.312 5:00:00 AM 4.444 0.92 108.863 5:00:00 PM 5.532 1.16 182.869 5:15:00 AM 4.548 0.961 116.093 5:15:00 PM 5.353 1.196 181.794 5:30:00 AM 4.549 0.944 115.694 5:30:00 PM 5.221 1.163 171.096 5:45:00 AM 4.514 0.929 112.659 5:45:00 PM 5.382 1.152 176.421 6:00:00 AM 5.417 1.161 177.527 6:00:00 PM 7.122 1.581 344.703 6:15:00 AM 5.308 1.094 164.596 6:15:00 PM 7.107 1.521 330.805 6:30:00 AM 5.182 1.103 160.711 6:30:00 PM 5.273 1.146 170.902 6:45:00 AM 4.222 0.797 88.197 6:45:00 PM 5.37 1.285 196.324 7:00:00 AM 4.324 0.812 91.82 7:00:00 PM 5.368 1.199 183.113 7:15:00 AM 4.361 0.772 87.706 7:15:00 PM 5.207 1.176 169.675 7:30:00 AM 4.297 0.734 83.293 7:30:00 PM 5.116 1.112 158.651 7:45:00 AM 4.257 0.749 83.884 7:45:00 PM 6.077 1.352 242.196 8:00:00 AM 4.342 0.823 94.638 8:00:00 PM 6.127 1.389 249.655 8:15:00 AM 4.392 0.833 96.316 8:15:00 PM 5.845 1.345 227.698 8:30:00 AM 4.498 0.86 103.732 8:30:00 PM 5.628 1.234 200.417 8:45:00 AM 4.613 0.9 111.455 8:45:00 PM 5.301 1.204 180.835 9:00:00 AM 5.878 1.395 239.434 9:00:00 PM 5.26 1.203 177.309 9:15:00 AM 6.469 1.43 277.123 9:15:00 PM 5.237 1.131 167.121 9:30:00 AM 4.574 0.972 119.942 9:30:00 PM 5.346 1.191 180.165 9:45:00 AM 4.672 1.081 136.665 9:45:00 PM 5.498 1.318 207.63 10:00:00 AM 4.61 0.996 124.008 10:00:00 PM 7.015 1.601 342.025 10:15:00 AM 4.642 1.047 131.006 10:15:00 PM 5.636 1.201 195.387 10:30:00 AM 4.663 1.057 133.854 10:30:00 PM 5.354 1.173 177.98 10:45:00 AM 4.778 0.986 128.982 10:45:00 PM 5.136 1.141 164.337 11:00:00 AM 4.787 1.053 137.51 11:00:00 PM 4.817 1.001 131.535 11:15:00 AM 5.686 1.249 205.436 11:15:00 PM 4.991 1.028 142.54 11:30:00 AM 5.775 1.34 223.13 11:30:00 PM 4.92 1.013 137.919 11:45:00 AM 5.808 1.253 211.767 11:45:00 PM 5.522 1.268 199.758 Inches Feet/Sec GPM
Daily Avg: 5.074 1.071 157.800
Daily Min: 3.809 0.582 55.344
Daily Max: 7.122 1.601 344.703
Peak to Avg: 2.18
Friday - A.M. 7/28/2023 Friday - P.M. 7/28/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7054
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/29/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7054
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 5.552 1.241 197.943 12:00:00 PM 6.224 1.455 264.357 12:15:00 AM 5.282 1.229 183.671 12:15:00 PM 6.324 1.449 272.886 12:30:00 AM 4.389 0.874 101.985 12:30:00 PM 6.313 1.412 265.292 12:45:00 AM 4.384 0.881 102.63 12:45:00 PM 5.348 1.172 178.071 1:00:00 AM 4.179 0.813 87.793 1:00:00 PM 5.419 1.163 177.289 1:15:00 AM 4.166 0.719 78.185 1:15:00 PM 5.707 1.293 213.759 1:30:00 AM 3.872 0.667 65.426 1:30:00 PM 5.569 1.234 197.585 1:45:00 AM 3.864 0.694 67.349 1:45:00 PM 5.501 1.211 190.845 2:00:00 AM 3.959 0.657 66.359 2:00:00 PM 5.369 1.17 178.63 2:15:00 AM 3.914 0.678 67.45 2:15:00 PM 7.081 1.468 317.704 2:30:00 AM 3.907 0.656 65.373 2:30:00 PM 6.339 1.43 270.128 2:45:00 AM 3.997 0.653 66.439 2:45:00 PM 5.664 1.297 210.39 3:00:00 AM 4.108 0.73 77.837 3:00:00 PM 5.592 1.247 197.863 3:15:00 AM 3.935 0.664 66.833 3:15:00 PM 5.552 1.252 199.304 3:30:00 AM 3.85 0.631 61.593 3:30:00 PM 5.422 1.274 197.067 3:45:00 AM 3.892 0.662 65.57 3:45:00 PM 5.204 1.211 173.904 4:00:00 AM 3.955 0.634 64.211 4:00:00 PM 6.131 1.338 242.298 4:15:00 AM 3.98 0.677 68.061 4:15:00 PM 6.259 1.452 269.994 4:30:00 AM 3.994 0.734 75.351 4:30:00 PM 6.298 1.4 262.333 4:45:00 AM 5.796 1.263 212.961 4:45:00 PM 6.08 1.298 230.032 5:00:00 AM 6.073 1.348 241.354 5:00:00 PM 5.154 1.137 164.209 5:15:00 AM 4.098 0.772 80.004 5:15:00 PM 5.485 1.218 191.203 5:30:00 AM 3.968 0.758 76.721 5:30:00 PM 5.363 1.215 184.675 5:45:00 AM 3.939 0.715 71.341 5:45:00 PM 5.327 1.148 170.327 6:00:00 AM 4.178 0.776 84.742 6:00:00 PM 5.21 1.162 170.579 6:15:00 AM 4.118 0.791 84.703 6:15:00 PM 7.064 1.528 329.808 6:30:00 AM 4.219 0.818 90.505 6:30:00 PM 6.746 1.426 290.925 6:45:00 AM 4.173 0.803 87.587 6:45:00 PM 5.195 1.117 159.474 7:00:00 AM 4.242 0.822 91.597 7:00:00 PM 5.088 1.094 155.704 7:15:00 AM 4.44 0.908 107.614 7:15:00 PM 5.115 1.082 155.016 7:30:00 AM 4.402 0.935 109.536 7:30:00 PM 4.884 1.038 139.908 7:45:00 AM 4.49 0.93 111.99 7:45:00 PM 5.716 1.206 199.825 8:00:00 AM 4.716 1.003 128.943 8:00:00 PM 6.01 1.342 235.903 8:15:00 AM 5.522 1.204 190.75 8:15:00 PM 5.872 1.331 225.61 8:30:00 AM 5.697 1.254 206.568 8:30:00 PM 5.845 1.3 221.561 8:45:00 AM 5.589 1.252 197.991 8:45:00 PM 5.251 1.123 166.512 9:00:00 AM 4.994 1.034 143.539 9:00:00 PM 4.934 1.029 140.539 9:15:00 AM 4.997 1.047 142.366 9:15:00 PM 4.788 0.971 127.195 9:30:00 AM 5.275 1.113 166.036 9:30:00 PM 4.915 1.041 141.507 9:45:00 AM 5.064 1.107 154.409 9:45:00 PM 5.169 1.066 154.807 10:00:00 AM 5.1 1.119 159.755 10:00:00 PM 5.111 1.074 153.678 10:15:00 AM 5.865 1.283 219.657 10:15:00 PM 6.248 1.466 272.038 10:30:00 AM 7.054 1.585 340.542 10:30:00 PM 6.845 1.468 302.777 10:45:00 AM 5.708 1.393 230.277 10:45:00 PM 5.075 1.096 155.375 11:00:00 AM 5.331 1.12 169.417 11:00:00 PM 5.069 1.055 149.303 11:15:00 AM 5.316 1.172 174.843 11:15:00 PM 4.967 1.09 146.302 11:30:00 AM 5.421 1.231 187.248 11:30:00 PM 4.758 1.061 138.046 11:45:00 AM 5.536 1.252 198.946 11:45:00 PM 4.532 0.957 116.682 Inches Feet/Sec GPM
Daily Avg: 5.138 1.086 163.824
Daily Min: 3.85 0.631 61.593
Daily Max: 7.081 1.585 340.542
Peak to Avg: 2.08
Saturday - A.M. 7/29/2023 Saturday - P.M. 7/29/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7054
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/30/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7054
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 4.474 0.951 113.966 12:00:00 PM 5.306 1.117 167.891 12:15:00 AM 4.405 0.885 103.828 12:15:00 PM 5.406 1.122 172.173 12:30:00 AM 4.809 1.046 138.038 12:30:00 PM 5.292 1.208 180.537 12:45:00 AM 5.463 1.318 205.933 12:45:00 PM 6.189 1.361 249.515 1:00:00 AM 5.384 1.203 183.272 1:00:00 PM 6.212 1.399 256.707 1:15:00 AM 5.051 1.098 154.736 1:15:00 PM 6.19 1.352 247.89 1:30:00 AM 4.176 0.795 86.693 1:30:00 PM 6.121 1.269 229.464 1:45:00 AM 4.114 0.808 84.237 1:45:00 PM 5.45 1.146 178.393 2:00:00 AM 4.093 0.794 83.433 2:00:00 PM 5.492 1.168 183.694 2:15:00 AM 4.118 0.717 76.733 2:15:00 PM 5.405 1.092 163.41 2:30:00 AM 4.157 0.773 83.783 2:30:00 PM 5.219 1.042 152.928 2:45:00 AM 4.033 0.7 72.78 2:45:00 PM 5.492 1.208 190.03 3:00:00 AM 3.948 0.67 67.651 3:00:00 PM 6.92 1.385 291.492 3:15:00 AM 3.95 0.727 72.886 3:15:00 PM 6.86 1.352 281.705 3:30:00 AM 3.939 0.748 74.336 3:30:00 PM 5.211 1.062 153.144 3:45:00 AM 4.254 0.841 94.109 3:45:00 PM 5.276 1.086 162.153 4:00:00 AM 4.25 0.793 88.608 4:00:00 PM 5.232 1.044 149.922 4:15:00 AM 4.029 0.715 74.239 4:15:00 PM 5.366 1.146 174.935 4:30:00 AM 3.907 0.674 65.465 4:30:00 PM 5.391 1.138 174.774 4:45:00 AM 3.835 0.611 58.784 4:45:00 PM 6.089 1.38 247.799 5:00:00 AM 3.871 0.672 66.099 5:00:00 PM 6.091 1.376 245.063 5:15:00 AM 3.875 0.71 69.887 5:15:00 PM 6.053 1.267 225.804 5:30:00 AM 3.957 0.67 67.935 5:30:00 PM 6.052 1.298 231.404 5:45:00 AM 4.022 0.703 72.274 5:45:00 PM 5.254 1.164 172.839 6:00:00 AM 4.009 0.793 81.617 6:00:00 PM 5.345 1.098 164.171 6:15:00 AM 4.048 0.756 78.847 6:15:00 PM 5.344 1.102 167.242 6:30:00 AM 4.037 0.764 78.026 6:30:00 PM 5.309 1.124 169.19 6:45:00 AM 4.307 0.837 94.007 6:45:00 PM 5.343 1.091 165.583 7:00:00 AM 6.617 1.393 277.697 7:00:00 PM 6.142 1.339 243.043 7:15:00 AM 4.74 0.939 121.577 7:15:00 PM 6.773 1.469 301.246 7:30:00 AM 4.441 0.954 113.208 7:30:00 PM 5.301 1.109 164.926 7:45:00 AM 4.687 1 127.498 7:45:00 PM 5.129 1.091 153.219 8:00:00 AM 4.81 0.998 130.965 8:00:00 PM 5.419 1.205 186.296 8:15:00 AM 4.786 0.987 128.194 8:15:00 PM 5.387 1.106 169.007 8:30:00 AM 4.903 0.964 130.457 8:30:00 PM 5.383 1.15 171.625 8:45:00 AM 4.994 1.005 136.159 8:45:00 PM 6.284 1.288 240.611 9:00:00 AM 5.968 1.194 209.01 9:00:00 PM 6.33 1.39 262.151 9:15:00 AM 6.241 1.31 234.28 9:15:00 PM 6.269 1.341 243.658 9:30:00 AM 6.19 1.35 247.624 9:30:00 PM 6.214 1.307 240.845 9:45:00 AM 6.04 1.258 223.597 9:45:00 PM 5.672 1.238 202.25 10:00:00 AM 5.309 1.071 156.445 10:00:00 PM 5.579 1.192 191.269 10:15:00 AM 5.314 1.117 167.142 10:15:00 PM 5.283 1.126 167.126 10:30:00 AM 5.514 1.17 180.867 10:30:00 PM 5.346 1.13 171.669 10:45:00 AM 5.591 1.276 205.354 10:45:00 PM 5.242 1.124 165.347 11:00:00 AM 5.47 1.208 186.317 11:00:00 PM 6.835 1.473 305.388 11:15:00 AM 7.236 1.52 337.768 11:15:00 PM 5.33 1.068 161.528 11:30:00 AM 6.97 1.533 325.633 11:30:00 PM 4.808 1.018 133.528 11:45:00 AM 5.373 1.196 182.165 11:45:00 PM 4.729 0.969 125.087 Inches Feet/Sec GPM
Daily Avg: 5.238 1.084 166.841
Daily Min: 3.835 0.611 58.784
Daily Max: 7.236 1.533 337.768
Peak to Avg: 2.02
Sunday - A.M. 7/30/2023 Sunday - P.M. 7/30/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7054
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/31/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7054
Time Level Velocity Velocity Time Level Velocity Flow
12:10:00 AM 4.421 0.773 90.479 12:00:00 PM 4.828 0.991 131.475 12:15:00 AM 4.351 0.873 98.746 12:15:00 PM 4.907 0.993 134.631 12:30:00 AM 4.251 0.733 81.898 12:30:00 PM 5.413 1.176 181.576 12:45:00 AM 4.26 0.805 89.226 12:45:00 PM 6.892 1.515 316.575 1:00:00 AM 4.192 0.845 91.419 1:00:00 PM 5.354 1.077 163.897 1:15:00 AM 4.143 0.795 84.986 1:15:00 PM 5.06 0.991 137.829 1:30:00 AM 4.338 0.884 101.537 1:30:00 PM 5.139 1.009 145.395 1:45:00 AM 5.204 1.108 161.041 1:45:00 PM 5.028 0.977 136.815 2:00:00 AM 5.156 1.082 156.714 2:00:00 PM 4.72 0.949 122.211 2:15:00 AM 4.72 0.881 113.376 2:15:00 PM 5.059 1.016 143.505 2:30:00 AM 3.883 0.609 60.137 2:30:00 PM 5.16 1.024 148.375 2:45:00 AM 3.931 0.656 65.555 2:45:00 PM 6.011 1.267 218.248 3:00:00 AM 3.853 0.652 63.671 3:00:00 PM 6.009 1.282 218.805 3:15:00 AM 3.819 0.698 67.359 3:15:00 PM 5.996 1.228 216.264 3:30:00 AM 3.761 0.557 52.674 3:30:00 PM 5.593 1.087 175.07 3:45:00 AM 3.949 0.721 72.817 3:45:00 PM 5.272 1.04 155.132 4:00:00 AM 4.097 0.776 80.725 4:00:00 PM 5.32 1.136 171.345 4:15:00 AM 4.25 0.801 89.478 4:15:00 PM 5.284 1.081 161.185 4:30:00 AM 4.442 0.937 111.117 4:30:00 PM 5.492 1.064 163.629 4:45:00 AM 4.628 0.94 117.88 4:45:00 PM 5.522 1.186 187.907 5:00:00 AM 4.485 0.949 113.359 5:00:00 PM 7.334 1.463 330.164 5:15:00 AM 4.472 0.913 109.289 5:15:00 PM 7.383 1.478 336.216 5:30:00 AM 4.531 0.924 112.616 5:30:00 PM 5.383 1.201 184.028 5:45:00 AM 4.459 0.855 101.965 5:45:00 PM 5.636 1.108 180.176 6:00:00 AM 4.29 0.865 97.847 6:00:00 PM 5.63 1.151 186.984 6:15:00 AM 4.164 0.737 78.437 6:15:00 PM 5.566 1.122 179.5 6:30:00 AM 5.21 1.099 161.407 6:30:00 PM 5.521 1.135 177.833 6:45:00 AM 6.279 1.363 254.385 6:45:00 PM 6.295 1.356 253.236 7:00:00 AM 4.255 0.809 90.526 7:00:00 PM 6.202 1.333 244.022 7:15:00 AM 4.083 0.741 78.425 7:15:00 PM 6.185 1.261 227.276 7:30:00 AM 4.191 0.781 85.274 7:30:00 PM 5.695 1.181 194.741 7:45:00 AM 4.422 0.894 105.39 7:45:00 PM 5.246 1.067 158.014 8:00:00 AM 4.462 0.88 104.501 8:00:00 PM 5.325 1.088 164.277 8:15:00 AM 4.556 0.839 102.396 8:15:00 PM 5.374 1.107 169.282 8:30:00 AM 4.48 0.867 104.095 8:30:00 PM 5.479 1.133 173.194 8:45:00 AM 4.599 0.901 112.04 8:45:00 PM 5.361 1.123 171.2 9:00:00 AM 4.465 0.87 103.997 9:00:00 PM 7.135 1.5 327.671 9:15:00 AM 4.594 0.953 118.242 9:15:00 PM 6.478 1.307 253.692 9:30:00 AM 5.699 1.158 191.055 9:30:00 PM 5.526 1.156 183.218 9:45:00 AM 5.66 1.214 198.53 9:45:00 PM 5.514 1.139 179.34 10:00:00 AM 5.592 1.182 187.143 10:00:00 PM 5.574 1.128 179.869 10:15:00 AM 4.918 0.959 129.673 10:15:00 PM 5.526 1.166 177.493 10:30:00 AM 4.758 0.916 119.017 10:30:00 PM 5.428 1.058 163.792 10:45:00 AM 4.89 0.981 132.362 10:45:00 PM 5.987 1.207 211.771 11:00:00 AM 4.742 0.957 124.008 11:00:00 PM 5.904 1.234 213.002 11:15:00 AM 4.707 0.896 113.143 11:15:00 PM 5.69 1.207 198.68 11:30:00 AM 4.739 0.897 113.285 11:30:00 PM 5.114 0.995 142.539 11:45:00 AM 4.729 0.907 117.14 11:45:00 PM 4.541 0.908 108.431 Inches Feet/Sec GPM
Daily Avg: 5.092 1.022 150.731
Daily Min: 3.761 0.557 52.674
Daily Max: 7.383 1.515 336.216
Peak to Avg: 2.23
Monday - A.M. 7/31/2023 Monday - P.M. 7/31/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7054
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/1/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7054
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 4.464 0.836 99.795 12:00:00 PM 4.74 0.916 115.103 12:15:00 AM 4.359 0.783 90.052 12:15:00 PM 4.705 0.914 114.941 12:30:00 AM 4.228 0.704 78.069 12:30:00 PM 5.421 1.082 167.32 12:45:00 AM 4.136 0.689 73.469 12:45:00 PM 5.948 1.263 214.862 1:00:00 AM 4.053 0.648 67.833 1:00:00 PM 5.892 1.206 207.73 1:15:00 AM 4.054 0.693 72.528 1:15:00 PM 5.644 1.14 185.746 1:30:00 AM 4.138 0.701 74.774 1:30:00 PM 4.88 1.07 140.696 1:45:00 AM 4.113 0.68 72.675 1:45:00 PM 5.152 1.07 154.844 2:00:00 AM 4.072 0.687 72.392 2:00:00 PM 5.252 1.038 153.984 2:15:00 AM 4.015 0.624 64.489 2:15:00 PM 5.033 1.093 151.638 2:30:00 AM 3.864 0.574 55.72 2:30:00 PM 4.918 0.973 132.347 2:45:00 AM 6.008 1.27 224.29 2:45:00 PM 5.147 1.03 147.344 3:00:00 AM 5.7 1.163 191.936 3:00:00 PM 6.64 1.47 294.153 3:15:00 AM 3.895 0.604 59.88 3:15:00 PM 7.043 1.585 340.996 3:30:00 AM 3.942 0.634 63.89 3:30:00 PM 5.353 1.182 178.159 3:45:00 AM 4.064 0.661 69.488 3:45:00 PM 5.348 1.198 181.974 4:00:00 AM 4.124 0.696 74.649 4:00:00 PM 5.47 1.228 189.798 4:15:00 AM 4.159 0.792 85.904 4:15:00 PM 5.429 1.294 199.031 4:30:00 AM 4.331 0.821 94.064 4:30:00 PM 5.588 1.225 195.664 4:45:00 AM 4.387 0.844 97.337 4:45:00 PM 5.709 1.32 218.239 5:00:00 AM 4.515 0.875 106.163 5:00:00 PM 6.62 1.52 299.55 5:15:00 AM 4.514 0.899 107.272 5:15:00 PM 6.708 1.52 304.343 5:30:00 AM 4.432 0.88 103.395 5:30:00 PM 6.298 1.439 269.59 5:45:00 AM 4.388 0.8 93.362 5:45:00 PM 5.599 1.288 207.47 6:00:00 AM 4.385 0.83 96.787 6:00:00 PM 5.547 1.327 211.188 6:15:00 AM 4.243 0.777 84.849 6:15:00 PM 5.478 1.275 196.721 6:30:00 AM 4.154 0.742 80.36 6:30:00 PM 5.477 1.238 193.589 6:45:00 AM 4.355 0.744 85.98 6:45:00 PM 5.601 1.238 196.765 7:00:00 AM 4.185 0.715 77.704 7:00:00 PM 5.448 1.243 193.43 7:15:00 AM 5.164 1.038 150.627 7:15:00 PM 6.82 1.525 314.57 7:30:00 AM 5.138 1.125 162.183 7:30:00 PM 6.645 1.564 313.405 7:45:00 AM 5.09 1.018 144.905 7:45:00 PM 5.316 1.244 187.523 8:00:00 AM 4.441 0.792 93.975 8:00:00 PM 5.305 1.253 188.382 8:15:00 AM 4.268 0.822 92.395 8:15:00 PM 5.359 1.215 183.748 8:30:00 AM 4.234 0.796 88.512 8:30:00 PM 5.374 1.246 190.551 8:45:00 AM 4.216 0.74 81.78 8:45:00 PM 6.566 1.501 290.51 9:00:00 AM 4.341 0.847 97.371 9:00:00 PM 6.596 1.477 288.228 9:15:00 AM 4.5 0.882 106.438 9:15:00 PM 6.398 1.487 284.141 9:30:00 AM 4.272 0.832 92.967 9:30:00 PM 6.154 1.418 258.125 9:45:00 AM 4.447 0.857 101.14 9:45:00 PM 5.724 1.346 222.102 10:00:00 AM 4.507 0.852 103.12 10:00:00 PM 5.566 1.255 200.829 10:15:00 AM 4.418 0.847 99.768 10:15:00 PM 5.416 1.23 186.039 10:30:00 AM 6.524 0.87 170.461 10:30:00 PM 5.302 1.14 170.306 10:45:00 AM 6.157 1.22 222.199 10:45:00 PM 5.116 1.169 167.5 11:00:00 AM 4.622 0.92 115.128 11:00:00 PM 5.044 1.191 166.642 11:15:00 AM 4.621 0.912 114.127 11:15:00 PM 5.88 1.448 248.769 11:30:00 AM 4.826 1.011 134.064 11:30:00 PM 6.621 1.481 294.991 11:45:00 AM 4.763 0.93 121.113 11:45:00 PM 4.892 1.083 143.023 Inches Feet/Sec GPM
Daily Avg: 5.090 1.047 156.507
Daily Min: 3.864 0.574 55.72
Daily Max: 7.043 1.585 340.996
Peak to Avg: 2.18
Tuesday- A.M. 8/1/2023 Tuesday- P.M. 8/1/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7054
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/2/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7054
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 4.51 0.962 116.522 12:00:00 PM 4.979 1.052 145.421 12:15:00 AM 4.414 0.997 117.262 12:15:00 PM 4.973 1.194 164.749 12:30:00 AM 4.459 0.975 116.32 12:30:00 PM 6.758 1.35 273.455 12:45:00 AM 4.325 0.838 95.171 12:45:00 PM 6.755 1.421 290.489 1:00:00 AM 4.125 0.843 90.437 1:00:00 PM 5.003 0.978 136.069 1:15:00 AM 4.026 0.734 76.21 1:15:00 PM 5.158 1.025 146.083 1:30:00 AM 4.029 0.92 92.64 1:30:00 PM 4.896 0.958 129.581 1:45:00 AM 3.897 0.704 69.903 1:45:00 PM 4.855 1.001 133.829 2:00:00 AM 3.913 0.666 65.824 2:00:00 PM 5.244 1.196 177.025 2:15:00 AM 3.909 0.71 68.705 2:15:00 PM 5.877 1.35 230.236 2:30:00 AM 3.937 0.736 74.096 2:30:00 PM 5.884 1.353 232.581 2:45:00 AM 3.946 0.689 69.601 2:45:00 PM 5.698 1.337 220.631 3:00:00 AM 3.941 0.69 68.169 3:00:00 PM 5.165 1.118 161.976 3:15:00 AM 3.878 0.645 63.557 3:15:00 PM 5.275 1.208 180.207 3:30:00 AM 3.919 0.684 67.659 3:30:00 PM 5.319 1.209 182.384 3:45:00 AM 4.739 1.029 133.194 3:45:00 PM 5.369 1.227 187.394 4:00:00 AM 5.089 1.113 158.394 4:00:00 PM 5.325 1.202 181.503 4:15:00 AM 5.127 1.177 168.998 4:15:00 PM 7.204 1.543 341.038 4:30:00 AM 4.816 1.026 135.741 4:30:00 PM 7.203 1.569 346.595 4:45:00 AM 4.477 0.922 110.001 4:45:00 PM 5.591 1.282 202.474 5:00:00 AM 4.58 0.991 122.568 5:00:00 PM 5.491 1.297 203.962 5:15:00 AM 4.522 0.963 117.05 5:15:00 PM 5.488 1.222 191.089 5:30:00 AM 4.514 0.975 117.617 5:30:00 PM 5.531 1.279 203.01 5:45:00 AM 4.393 0.878 100.667 5:45:00 PM 5.597 1.287 207.388 6:00:00 AM 4.406 0.913 107.138 6:00:00 PM 6.546 1.51 296.973 6:15:00 AM 4.243 0.847 94.444 6:15:00 PM 6.398 1.439 274.186 6:30:00 AM 4.32 0.901 101.708 6:30:00 PM 6.285 1.448 270.684 6:45:00 AM 4.263 0.896 99.077 6:45:00 PM 5.984 1.342 235.691 7:00:00 AM 4.066 0.727 76.511 7:00:00 PM 5.093 1.122 159.885 7:15:00 AM 3.987 0.789 80.663 7:15:00 PM 5.343 1.22 185.122 7:30:00 AM 4.093 0.784 83.208 7:30:00 PM 5.483 1.215 190.602 7:45:00 AM 6.171 1.359 245.813 7:45:00 PM 5.435 1.213 188.206 8:00:00 AM 4.346 0.875 100.724 8:00:00 PM 5.471 1.241 194.265 8:15:00 AM 4.378 0.922 107.221 8:15:00 PM 7.108 1.592 346.156 8:30:00 AM 4.463 0.957 113.367 8:30:00 PM 6.42 1.313 252.043 8:45:00 AM 4.463 0.928 109.757 8:45:00 PM 5.42 1.237 191.167 9:00:00 AM 4.501 0.945 112.825 9:00:00 PM 5.496 1.214 189.561 9:15:00 AM 4.523 0.907 110.209 9:15:00 PM 5.521 1.216 192.481 9:30:00 AM 4.482 0.901 106.825 9:30:00 PM 5.499 1.263 198.881 9:45:00 AM 4.468 0.881 104.911 9:45:00 PM 6.47 1.47 281.882 10:00:00 AM 4.605 0.98 121.114 10:00:00 PM 6.482 1.506 289.218 10:15:00 AM 5.59 1.296 207.877 10:15:00 PM 6.182 1.428 258.284 10:30:00 AM 5.542 1.292 202.264 10:30:00 PM 6.062 1.374 245.397 10:45:00 AM 5.426 1.203 182.223 10:45:00 PM 5.018 1.1 153.698 11:00:00 AM 4.584 0.971 119.65 11:00:00 PM 5 1.115 154.997 11:15:00 AM 4.625 1.046 129.267 11:15:00 PM 4.83 1.084 143.933 11:30:00 AM 4.729 1.011 126.269 11:30:00 PM 4.89 1.148 154.913 11:45:00 AM 4.928 1.067 145.505 11:45:00 PM 4.564 0.917 111.818 Inches Feet/Sec GPM
Daily Avg: 5.072 1.091 161.238
Daily Min: 3.878 0.645 63.557
Daily Max: 7.204 1.592 346.595
Peak to Avg: 2.15
Wednesday - A.M. 8/2/2023 Wednesday - P.M. 8/2/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7054
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/3/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7054
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 4.412 0.855 100.557 12:00:00 PM 5.692 1.24 199.919 12:15:00 AM 4.311 0.868 98.875 12:15:00 PM 5.595 1.238 198.121 12:30:00 AM 4.252 0.877 97.542 12:30:00 PM 4.733 1.009 130.435 12:45:00 AM 4.29 0.801 90.68 12:45:00 PM 4.928 1.087 148.279 1:00:00 AM 6.21 1.375 248.747 1:00:00 PM 4.849 1.02 136.141 1:15:00 AM 5.614 1.219 197.269 1:15:00 PM 4.954 1.041 141.482 1:30:00 AM 3.961 0.732 73.992 1:30:00 PM 5.101 1.106 157.916 1:45:00 AM 4.001 0.742 74.92 1:45:00 PM 5.065 1.093 153.698 2:00:00 AM 4.089 0.826 85.88 2:00:00 PM 5.075 1.141 161.245 2:15:00 AM 3.975 0.675 68.782 2:15:00 PM 7.005 1.535 327.938 2:30:00 AM 3.893 0.67 66.423 2:30:00 PM 6.309 1.314 246.803 2:45:00 AM 3.884 0.667 65.86 2:45:00 PM 5.013 1.149 158.584 3:00:00 AM 3.864 0.688 66.911 3:00:00 PM 5.216 1.122 164.966 3:15:00 AM 3.899 0.709 70.388 3:15:00 PM 5.135 1.118 160.483 3:30:00 AM 3.995 0.743 75.963 3:30:00 PM 5.197 1.177 171.856 3:45:00 AM 4.034 0.689 71.166 3:45:00 PM 5.192 1.147 163.49 4:00:00 AM 4.069 0.717 74.94 4:00:00 PM 6.204 1.379 251.582 4:15:00 AM 4.308 0.822 90.767 4:15:00 PM 6.159 1.356 247.086 4:30:00 AM 4.398 0.766 86.377 4:30:00 PM 6.161 1.33 240.449 4:45:00 AM 4.443 0.859 101.931 4:45:00 PM 6.133 1.385 251.019 5:00:00 AM 4.512 0.937 113.582 5:00:00 PM 5.551 1.235 196.881 5:15:00 AM 4.579 0.896 110.778 5:15:00 PM 5.511 1.229 193.741 5:30:00 AM 5.51 1.208 190.757 5:30:00 PM 5.737 1.232 205.03 5:45:00 AM 5.448 1.206 187.235 5:45:00 PM 5.611 1.218 194.988 6:00:00 AM 5.326 1.132 170.973 6:00:00 PM 5.429 1.193 184.718 6:15:00 AM 4.462 0.878 103.831 6:15:00 PM 7.287 1.522 340.907 6:30:00 AM 4.333 0.82 92.989 6:30:00 PM 5.985 1.292 226.99 6:45:00 AM 4.132 0.777 83.593 6:45:00 PM 5.318 1.23 185.429 7:00:00 AM 4.033 0.776 80.717 7:00:00 PM 5.179 1.099 159.139 7:15:00 AM 4.128 0.765 81.567 7:15:00 PM 5.233 1.113 164.383 7:30:00 AM 4.326 0.859 98.283 7:30:00 PM 5.373 1.149 175.588 7:45:00 AM 4.285 0.759 85.733 7:45:00 PM 6.225 1.409 260.229 8:00:00 AM 4.397 0.839 96.925 8:00:00 PM 6.474 1.429 271.118 8:15:00 AM 4.524 1.006 122.378 8:15:00 PM 6.205 1.378 253.178 8:30:00 AM 4.539 0.892 108.626 8:30:00 PM 6.173 1.354 245.58 8:45:00 AM 4.516 0.919 111.464 8:45:00 PM 5.638 1.248 203.095 9:00:00 AM 4.601 0.934 116.187 9:00:00 PM 5.532 1.242 197.136 9:15:00 AM 6.427 1.449 278.605 9:15:00 PM 5.547 1.212 191.465 9:30:00 AM 4.79 1.016 133.415 9:30:00 PM 5.456 1.193 186.072 9:45:00 AM 4.584 0.963 119.18 9:45:00 PM 5.715 1.197 198.248 10:00:00 AM 4.814 1.011 133.685 10:00:00 PM 7.288 1.615 361.935 10:15:00 AM 4.687 0.99 126.302 10:15:00 PM 7.236 1.499 332.907 10:30:00 AM 4.609 0.963 118.964 10:30:00 PM 5.472 1.129 176.793 10:45:00 AM 4.591 0.975 120.689 10:45:00 PM 5.271 1.11 162.535 11:00:00 AM 4.674 1.015 129.005 11:00:00 PM 4.983 1.018 140.085 11:15:00 AM 4.6 0.952 117.884 11:15:00 PM 4.84 0.995 131.318 11:30:00 AM 4.715 1.019 130.973 11:30:00 PM 4.859 1.014 134.454 11:45:00 AM 5.728 1.226 202.769 11:45:00 PM 4.648 0.887 111.635 Inches Feet/Sec GPM
Daily Avg: 5.091 1.066 158.220
Daily Min: 3.864 0.667 65.86
Daily Max: 7.288 1.615 361.935
Peak to Avg: 2.29
Thursday - A.M. 8/3/2023 Thursday - P.M. 8/3/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7054
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/4/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7054
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 5.548 1.212 193.17 12:00:00 PM 4.85 0.987 131.746 12:15:00 AM 5.5 1.205 186.549 12:15:00 PM 4.884 1.044 140.678 12:30:00 AM 5.351 1.198 182.17 12:30:00 PM 4.914 1.039 141.125 12:45:00 AM 4.131 0.69 71.788 12:45:00 PM 5.338 1.101 166.876 1:00:00 AM 4.215 0.778 85.978 1:00:00 PM 5.993 1.375 235.609 1:15:00 AM 4.018 0.648 66.486 1:15:00 PM 5.97 1.422 243.594 1:30:00 AM 4.004 0.615 63.38 1:30:00 PM 5.851 1.296 221.187 1:45:00 AM 4.13 0.688 73.95 1:45:00 PM 4.988 1.003 138.74 2:00:00 AM 4.141 0.663 71.52 2:00:00 PM 5.102 1.076 153.671 2:15:00 AM 3.973 0.613 61.291 2:15:00 PM 5.2 1.119 160.851 2:30:00 AM 3.904 0.689 68.19 2:30:00 PM 5.096 1.069 151.36 2:45:00 AM 3.954 0.574 58.095 2:45:00 PM 5.173 1.117 162.379 3:00:00 AM 3.832 0.556 53.932 3:00:00 PM 5.161 1.057 153.28 3:15:00 AM 3.897 0.574 56.107 3:15:00 PM 6.394 1.426 272.34 3:30:00 AM 3.903 0.619 61.585 3:30:00 PM 6.798 1.42 292.611 3:45:00 AM 3.916 0.554 54.965 3:45:00 PM 5.283 1.123 167.834 4:00:00 AM 4.098 0.664 70.646 4:00:00 PM 5.441 1.123 172.309 4:15:00 AM 4.223 0.727 79.732 4:15:00 PM 5.522 1.222 191.745 4:30:00 AM 4.486 0.879 105.668 4:30:00 PM 5.356 1.169 177.92 4:45:00 AM 4.607 0.947 118.023 4:45:00 PM 5.389 1.229 187.984 5:00:00 AM 4.665 0.934 118.264 5:00:00 PM 6.346 1.463 276.815 5:15:00 AM 5.279 1.148 171.394 5:15:00 PM 6.154 1.407 254.296 5:30:00 AM 6.672 1.469 295.665 5:30:00 PM 6.217 1.398 257.643 5:45:00 AM 4.536 0.868 105.966 5:45:00 PM 6.078 1.369 245.231 6:00:00 AM 4.481 0.809 97.156 6:00:00 PM 5.233 1.127 166.397 6:15:00 AM 4.386 0.801 93.441 6:15:00 PM 5.12 1.106 158.693 6:30:00 AM 4.326 0.761 86.626 6:30:00 PM 5.163 1.158 167.909 6:45:00 AM 4.197 0.692 76.01 6:45:00 PM 5.117 1.076 154.23 7:00:00 AM 4.261 0.688 77.161 7:00:00 PM 5.302 1.158 173.901 7:15:00 AM 4.338 0.727 83.547 7:15:00 PM 5.175 1.148 163.258 7:30:00 AM 4.192 0.724 77.632 7:30:00 PM 6.988 1.614 337.636 7:45:00 AM 4.135 0.646 68.687 7:45:00 PM 6.107 1.328 239.408 8:00:00 AM 4.302 0.735 83.525 8:00:00 PM 5.127 1.091 156.721 8:15:00 AM 5.404 1.118 172.164 8:15:00 PM 5.13 1.056 150.949 8:30:00 AM 5.524 1.205 190.96 8:30:00 PM 5.305 1.105 163.037 8:45:00 AM 5.472 1.255 196.415 8:45:00 PM 5.41 1.189 179.912 9:00:00 AM 5.319 1.071 161.54 9:00:00 PM 6.187 1.383 253.495 9:15:00 AM 4.639 0.89 110.747 9:15:00 PM 6.289 1.48 276.836 9:30:00 AM 4.701 0.856 109.625 9:30:00 PM 6.197 1.414 259.694 9:45:00 AM 4.704 0.923 118.238 9:45:00 PM 6.038 1.402 249.009 10:00:00 AM 4.678 0.864 108.876 10:00:00 PM 5.338 1.165 173.216 10:15:00 AM 4.738 0.934 120.811 10:15:00 PM 5.248 1.154 170.675 10:30:00 AM 4.799 0.933 122.63 10:30:00 PM 5.093 1.162 164.584 10:45:00 AM 4.958 0.982 135.049 10:45:00 PM 5.039 1.092 153.337 11:00:00 AM 6.569 1.402 267.063 11:00:00 PM
11:15:00 AM 6.47 1.425 276.196 11:15:00 PM
11:30:00 AM 4.904 1.035 137.297 11:30:00 PM
11:45:00 AM 4.869 1.009 132.608 11:45:00 PM
Inches Feet/Sec GPM
Daily Avg: 5.076 1.036 153.803
Daily Min: 3.832 0.554 53.932
Daily Max: 6.988 1.614 337.636
Peak to Avg: 2.20
Friday - A.M. 8/4/2023 Friday - P.M. 8/4/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7054
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/5/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7054
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 12:00:00 PM 5.238 1.184 173.842
12:15:00 AM 12:15:00 PM 6.142 1.454 263.96
12:30:00 AM 12:30:00 PM 6.533 1.523 294.212
12:45:00 AM 12:45:00 PM 6.49 1.525 292.472
1:00:00 AM 1:00:00 PM 6.354 1.499 283.951
1:15:00 AM 1:15:00 PM 5.786 1.274 214.314
1:30:00 AM 1:30:00 PM 5.577 1.274 204.477
1:45:00 AM 1:45:00 PM 5.427 1.283 194.273
2:00:00 AM 2:00:00 PM 5.562 1.259 201.279
2:15:00 AM 2:15:00 PM 5.616 1.261 204.124
2:30:00 AM 2:30:00 PM 7.197 1.641 362.172
2:45:00 AM 2:45:00 PM 7.159 1.558 341.81
3:00:00 AM 3:00:00 PM 5.369 1.224 185.501
3:15:00 AM 3:15:00 PM 5.53 1.285 203.727
3:30:00 AM 3:30:00 PM 5.413 1.218 184.438
3:45:00 AM 3:45:00 PM 5.569 1.326 209.806
4:00:00 AM 4:00:00 PM 6.285 1.49 278.572
4:15:00 AM 4:15:00 PM 6.357 1.456 266.85
4:30:00 AM 4:30:00 PM 6.298 1.486 278.436
4:45:00 AM 4:45:00 PM 6.16 1.4 255.062
5:00:00 AM 5:00:00 PM 5.302 1.217 179.208
5:15:00 AM 5:15:00 PM 5.215 1.179 173.344
5:30:00 AM 5:30:00 PM 5.464 1.226 191.585
5:45:00 AM 5:45:00 PM 5.438 1.31 198.402
6:00:00 AM 6:00:00 PM 6.541 1.471 288.965
6:15:00 AM 6:15:00 PM 7.052 1.448 311.953
6:30:00 AM 6:30:00 PM 5.166 1.161 168.576
6:45:00 AM 6:45:00 PM 5.234 1.206 176.339
7:00:00 AM 7:00:00 PM 5.191 1.192 174.143
7:15:00 AM 7:15:00 PM 5.165 1.13 161.369
7:30:00 AM 7:30:00 PM 5.261 1.249 185.684
7:45:00 AM 7:45:00 PM 5.347 1.236 187.69
8:00:00 AM 8:00:00 PM 6.202 1.44 253.292
8:15:00 AM 8:15:00 PM 6.037 1.384 245.594
8:30:00 AM 8:30:00 PM 6.146 1.365 243.056
8:45:00 AM 8:45:00 PM 5.621 1.319 213.741
9:00:00 AM 9:00:00 PM 5.142 1.11 160.131
9:15:00 AM 9:15:00 PM 5.173 1.146 161.898
9:30:00 AM 9:30:00 PM 5.263 1.222 180.971
9:45:00 AM 9:45:00 PM 5.183 1.126 164.173
10:00:00 AM 10:00:00 PM 5.231 1.227 178.036
10:15:00 AM 10:15:00 PM 6.99 1.551 330.436
10:30:00 AM 5.396 1.234 189.631 10:30:00 PM 6.935 1.547 326.572 10:45:00 AM 5.582 1.309 208.148 10:45:00 PM 5.04 1.11 155.909 11:00:00 AM 7.205 1.64 362.452 11:00:00 PM 5.02 1.152 159.779 11:15:00 AM 7.199 1.602 353.679 11:15:00 PM 4.953 1.081 147.366 11:30:00 AM 5.519 1.303 206.153 11:30:00 PM 4.88 1.063 143.034 11:45:00 AM 5.461 1.289 200.514 11:45:00 PM 4.64 0.98 122.604 Inches Feet/Sec GPM
Daily Avg: 5.764 1.312 222.180
Daily Min: 4.64 0.98 122.604
Daily Max: 7.205 1.641 362.452
Peak to Avg: 1.63
Saturday - A.M. 8/5/2023 Saturday - P.M. 8/5/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7054
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/6/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7054
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 4.559 0.96 117.917 12:00:00 PM 5.685 1.135 186.692 12:15:00 AM 4.408 0.862 101.228 12:15:00 PM 5.762 1.159 187.215 12:30:00 AM 5.543 1.211 192.797 12:30:00 PM 5.55 1.096 171.262 12:45:00 AM 5.579 1.257 201.752 12:45:00 PM 6.494 1.388 270.184 1:00:00 AM 5.211 1.22 176.055 1:00:00 PM 6.621 1.242 247.793 1:15:00 AM 4.258 0.746 83.595 1:15:00 PM 6.353 1.285 237.94 1:30:00 AM 4.114 0.661 70.658 1:30:00 PM 6.033 1.201 213.175 1:45:00 AM 4.142 0.73 78.775 1:45:00 PM 5.49 1.141 177.348 2:00:00 AM 4.068 0.685 71.972 2:00:00 PM 5.374 1.085 163.679 2:15:00 AM 4.046 0.758 79.18 2:15:00 PM 5.284 1.07 159.257 2:30:00 AM 4.1 0.657 69.873 2:30:00 PM 5.252 1.093 162.169 2:45:00 AM 4.078 0.67 70.766 2:45:00 PM 5.263 1.043 155.224 3:00:00 AM 4.005 0.702 71.301 3:00:00 PM 6.898 1.362 285.534 3:15:00 AM 4.002 0.687 70.692 3:15:00 PM 7.144 1.372 300.157 3:30:00 AM 3.998 0.631 64.901 3:30:00 PM 5.231 1.037 152.99 3:45:00 AM 4.07 0.708 74.611 3:45:00 PM 5.118 1.001 141.789 4:00:00 AM 4.007 0.699 72.087 4:00:00 PM 5.255 0.99 146.91 4:15:00 AM 3.969 0.661 67.213 4:15:00 PM 5.352 1.022 153.211 4:30:00 AM 3.89 0.632 61.164 4:30:00 PM 5.415 1.14 174.352 4:45:00 AM 3.854 0.608 58.812 4:45:00 PM 6.235 1.222 224.045 5:00:00 AM 3.818 0.577 55.676 5:00:00 PM 6.234 1.274 235.165 5:15:00 AM 3.903 0.621 61.721 5:15:00 PM 6.354 1.337 246.361 5:30:00 AM 3.942 0.672 66.568 5:30:00 PM 5.989 1.164 204.724 5:45:00 AM 3.877 0.681 67.157 5:45:00 PM 5.5 1.221 192.424 6:00:00 AM 3.921 0.654 65.421 6:00:00 PM 5.411 1.065 161.583 6:15:00 AM 5.172 1.185 172.227 6:15:00 PM 5.315 1.071 159.849 6:30:00 AM 6.296 1.498 280.467 6:30:00 PM 5.239 1.12 164.828 6:45:00 AM 4.183 0.749 78.736 6:45:00 PM 5.303 1.061 159.361 7:00:00 AM 4.174 0.923 99.193 7:00:00 PM 5.322 1.137 171.634 7:15:00 AM 4.243 0.774 84.875 7:15:00 PM 7.439 1.308 297.806 7:30:00 AM 4.444 0.906 107.561 7:30:00 PM 6.207 1.057 181.092 7:45:00 AM 4.51 0.861 103.737 7:45:00 PM 5.689 1.132 182.449 8:00:00 AM 4.662 0.954 120.837 8:00:00 PM 5.657 1.329 217.146 8:15:00 AM 4.767 0.97 125.688 8:15:00 PM 5.707 1.205 196.326 8:30:00 AM 4.975 1.068 147.557 8:30:00 PM 6.245 1.218 225.787 8:45:00 AM 5.109 1.138 162.813 8:45:00 PM 6.55 1.212 237.467 9:00:00 AM 5.93 1.293 224.545 9:00:00 PM 6.673 1.298 260.931 9:15:00 AM 6.04 1.323 235.218 9:15:00 PM 6.669 1.347 271.042 9:30:00 AM 6.178 1.36 248.537 9:30:00 PM 6.526 1.274 246.236 9:45:00 AM 5.591 1.254 201.782 9:45:00 PM 6.218 1.193 219.96 10:00:00 AM 5.379 1.227 187.859 10:00:00 PM 6.08 1.195 214.12 10:15:00 AM 5.374 1.26 192.686 10:15:00 PM 5.792 1.147 190.142 10:30:00 AM 5.673 1.292 212.015 10:30:00 PM 5.551 1.15 182.025 10:45:00 AM 5.741 1.092 180.847 10:45:00 PM 5.528 1.19 188.702 11:00:00 AM 5.633 1.124 179.663 11:00:00 PM 6.066 1.307 233.643 11:15:00 AM 7.234 1.321 293.424 11:15:00 PM 7.105 1.26 272.326 11:30:00 AM 7.468 1.437 331.497 11:30:00 PM 5.136 0.933 134.392 11:45:00 AM 5.402 1.052 161.93 11:45:00 PM 4.718 0.901 115.888 Inches Feet/Sec GPM
Daily Avg: 5.337 1.055 166.968
Daily Min: 3.818 0.577 55.676
Daily Max: 7.468 1.498 331.497
Peak to Avg: 1.99
Sunday - A.M. 8/6/2023 Sunday - P.M. 8/6/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7054
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/7/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7054
Time Level Velocity Velocity Time Level Velocity Flow
12:10:00 AM 4.553 0.824 99.718 12:00:00 PM 6.416 1.013 180.4 12:15:00 AM 4.374 0.73 84.852 12:15:00 PM 5.133 0.848 122.029 12:30:00 AM 4.269 0.599 69.352 12:30:00 PM 5.018 0.852 119.041 12:45:00 AM 4.117 0.581 62.066 12:45:00 PM 4.932 0.829 113.195 1:00:00 AM 4.126 0.638 68.473 1:00:00 PM 4.864 0.791 104.71 1:15:00 AM 4.003 0.569 58.565 1:15:00 PM 4.831 0.824 109.482 1:30:00 AM 4.126 0.589 63.185 1:30:00 PM 4.85 0.823 109.928 1:45:00 AM 3.942 0.544 54.811 1:45:00 PM 4.809 0.801 105.751 2:00:00 AM 3.871 0.505 50.479 2:00:00 PM 4.868 0.766 101.417 2:15:00 AM 3.843 0.456 43.287 2:15:00 PM 5.878 1.195 205.13 2:30:00 AM 3.781 0.426 41.146 2:30:00 PM 5.951 0.98 170.145 2:45:00 AM 5.038 0.62 87.094 2:45:00 PM 5.852 1.138 184.069 3:00:00 AM 5.051 0 87.388 3:00:00 PM 4.901 0.942 124.121 3:15:00 AM 4.972 0 85.591 3:15:00 PM 5.211 0.976 143.246 3:30:00 AM 4.058 -0.48 -48.101 3:30:00 PM 5.074 0.924 130.998 3:45:00 AM 3.879 -0.426 -40.866 3:45:00 PM 5.094 0.964 135.111 4:00:00 AM 3.95 -0.519 -51.274 4:00:00 PM 5.249 0.974 144.367 4:15:00 AM 4.008 -0.536 -54.315 4:15:00 PM 5.41 1.003 154.623 4:30:00 AM 4.08 -0.545 -55.624 4:30:00 PM 5.517 1.037 158.67 4:45:00 AM 4.24 -0.593 -62.635 4:45:00 PM 7.063 1.347 290.768 5:00:00 AM 4.434 -0.649 -76.565 5:00:00 PM 7.116 1.338 291.31 5:15:00 AM 4.572 -0.645 -75.293 5:15:00 PM 5.43 0.983 148.082 5:30:00 AM 4.633 -0.679 -83.982 5:30:00 PM 5.148 0.942 135.946 5:45:00 AM 4.645 -0.682 -80.091 5:45:00 PM 5.289 1.079 160.992 6:00:00 AM 4.541 -0.733 -89.652 6:00:00 PM 5.468 1.143 178.804 6:15:00 AM 4.387 -0.652 -75.368 6:15:00 PM 5.537 1.088 172.254 6:30:00 AM 4.577 -0.696 -85.48 6:30:00 PM 6.185 1.345 246.405 6:45:00 AM 4.602 -0.718 -87.505 6:45:00 PM 6.245 1.344 249.262 7:00:00 AM 6.624 0.993 198.086 7:00:00 PM 6.292 1.326 248.186 7:15:00 AM 4.82 0.797 105.606 7:15:00 PM 6.107 1.357 244.535 7:30:00 AM 4.889 0.943 127.298 7:30:00 PM 5.371 1.151 174.68 7:45:00 AM 4.757 0.873 113.64 7:45:00 PM 5.312 1.137 171.125 8:00:00 AM 4.621 0.802 99.604 8:00:00 PM 5.531 1.185 183.894 8:15:00 AM 4.47 0.666 78.604 8:15:00 PM 5.251 1.146 169.91 8:30:00 AM 4.487 0.649 78.018 8:30:00 PM 7.289 1.481 331.807 8:45:00 AM 4.428 0.655 77.419 8:45:00 PM 7.569 1.578 365.999 9:00:00 AM 5.581 0.726 116.606 9:00:00 PM 5.97 1.279 223.966 9:15:00 AM 5.719 0.92 152.505 9:15:00 PM 6.029 1.27 224.409 9:30:00 AM 5.639 0.967 155.49 9:30:00 PM 5.919 1.289 223.22 9:45:00 AM 4.699 0.82 104.918 9:45:00 PM 6.779 1.442 296.048 10:00:00 AM 4.736 0.83 106.404 10:00:00 PM 6.697 1.481 299.568 10:15:00 AM 4.892 0.81 108.322 10:15:00 PM 6.319 1.381 259.939 10:30:00 AM 4.748 0.77 96.777 10:30:00 PM 6.093 1.296 232.87 10:45:00 AM 4.735 0.899 116.203 10:45:00 PM 5.138 1.084 156.276 11:00:00 AM 4.66 0.747 94.098 11:00:00 PM 5.014 1.012 141.256 11:15:00 AM 4.697 0.681 87.142 11:15:00 PM 5.034 1.085 152.196 11:30:00 AM 4.966 0.809 111.505 11:30:00 PM 4.816 0.946 122.823 11:45:00 AM 6.644 1.031 206.542 11:45:00 PM 4.593 0.912 113.231 Inches Feet/Sec GPM
Daily Avg: 5.130 0.708 116.321
Daily Min: 3.781 -0.733 -89.652
Daily Max: 7.569 1.578 365.999
Peak to Avg: 3.15
Monday - A.M. 8/7/2023 Monday - P.M. 8/7/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7054
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/8/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7054
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 4.451 0.825 97.003 12:00:00 PM 4.677 0.995 126.56 12:15:00 AM 4.328 0.81 92.746 12:15:00 PM 4.77 1.002 130.775 12:30:00 AM 4.199 0.761 81.774 12:30:00 PM 4.637 1.023 128.631 12:45:00 AM 4.117 0.726 77.268 12:45:00 PM 4.772 1.074 140.326 1:00:00 AM 5.925 1.305 226.275 1:00:00 PM 6.382 1.513 288.296 1:15:00 AM 6.21 1.3 239.382 1:15:00 PM 6.713 1.498 303.81 1:30:00 AM 3.984 0.665 67.574 1:30:00 PM 4.789 1.008 132.349 1:45:00 AM 3.889 0.598 59.175 1:45:00 PM 4.917 0.985 133.932 2:00:00 AM 3.876 0.638 62.708 2:00:00 PM 4.813 0.982 129.714 2:15:00 AM 3.857 0.631 61.745 2:15:00 PM 4.86 1.024 137.153 2:30:00 AM 3.883 0.676 65.46 2:30:00 PM 4.962 1.024 139.609 2:45:00 AM 3.819 0.571 55.139 2:45:00 PM 4.825 0.951 123.861 3:00:00 AM 3.792 0.598 57.173 3:00:00 PM 4.954 1.022 140.307 3:15:00 AM 3.802 0.555 53.207 3:15:00 PM 6 1.365 240.567 3:30:00 AM 3.817 0.599 57.61 3:30:00 PM 6.118 1.378 248.986 3:45:00 AM 3.901 0.596 59.266 3:45:00 PM 6.216 1.359 249.384 4:00:00 AM 3.93 0.624 62.603 4:00:00 PM 6.105 1.369 244.019 4:15:00 AM 4.014 0.66 68.189 4:15:00 PM 5.322 1.148 173.277 4:30:00 AM 4.155 0.735 78.784 4:30:00 PM 5.416 1.18 182.188 4:45:00 AM 4.246 0.745 82.728 4:45:00 PM 5.397 1.181 181.633 5:00:00 AM 4.468 0.845 100.99 5:00:00 PM 5.589 1.199 192.875 5:15:00 AM 4.702 0.876 112.249 5:15:00 PM 5.718 1.31 217.107 5:30:00 AM 5.666 1.16 189.94 5:30:00 PM 7.579 1.609 377.54 5:45:00 AM 5.724 1.228 203.74 5:45:00 PM 7.554 1.488 347.899 6:00:00 AM 5.385 1.215 186.203 6:00:00 PM 5.68 1.177 193.433 6:15:00 AM 4.532 0.888 108.274 6:15:00 PM 5.555 1.285 205.051 6:30:00 AM 4.491 0.911 108.873 6:30:00 PM 5.622 1.214 195.624 6:45:00 AM 4.531 0.923 110.013 6:45:00 PM 5.849 1.3 221.803 7:00:00 AM 4.376 0.853 97.909 7:00:00 PM 5.512 1.175 184.609 7:15:00 AM 4.504 0.917 110.898 7:15:00 PM 6.223 1.465 268.494 7:30:00 AM 4.559 0.877 107.746 7:30:00 PM 6.186 1.467 268.762 7:45:00 AM 6.113 1.419 256.017 7:45:00 PM 6.352 1.46 276.127 8:00:00 AM 6.712 1.496 303.309 8:00:00 PM 6.252 1.511 280.509 8:15:00 AM 4.554 0.914 112.167 8:15:00 PM 5.614 1.335 215.998 8:30:00 AM 4.533 0.943 114.965 8:30:00 PM 5.769 1.295 213.136 8:45:00 AM 4.516 0.895 106.174 8:45:00 PM 5.871 1.402 237.326 9:00:00 AM 4.802 0.963 126.905 9:00:00 PM 6.127 1.378 249.319 9:15:00 AM 4.537 0.93 113.518 9:15:00 PM 7.713 1.67 387.811 9:30:00 AM 4.503 0.907 109.626 9:30:00 PM 7.834 1.685 410.838 9:45:00 AM 5.389 1.118 171.548 9:45:00 PM 6.042 1.387 246.287 10:00:00 AM 5.613 1.181 189.283 10:00:00 PM 5.988 1.349 237.158 10:15:00 AM 5.465 1.206 187.671 10:15:00 PM 5.727 1.296 215.199 10:30:00 AM 5.397 1.078 165.722 10:30:00 PM 6.112 1.413 255.045 10:45:00 AM 4.479 0.891 105.625 10:45:00 PM 6.306 1.429 268.184 11:00:00 AM 4.546 0.897 109.528 11:00:00 PM 5.97 1.393 243.949 11:15:00 AM 4.668 0.961 118.27 11:15:00 PM 5.81 1.281 216.667 11:30:00 AM 4.659 0.92 115.759 11:30:00 PM 4.59 0.975 120.94 11:45:00 AM 4.479 0.938 112.502 11:45:00 PM 4.537 1.005 122.736 Inches Feet/Sec GPM
Daily Avg: 5.200 1.086 168.527
Daily Min: 3.792 0.555 53.207
Daily Max: 7.834 1.685 410.838
Peak to Avg: 2.44
Tuesday - A.M. 8/8/2023 Tuesday - P.M. 8/8/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7054
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/9/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7054
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 4.546 1.014 124.18 12:00:00 PM 5.622 1.324 214.667 12:15:00 AM 4.507 0.936 113.2 12:15:00 PM 4.961 1.148 158 12:30:00 AM 4.421 0.878 103.469 12:30:00 PM 4.821 1.085 139.67 12:45:00 AM 4.284 0.819 92.523 12:45:00 PM 4.8 1.121 146.015 1:00:00 AM 4.023 0.715 74.103 1:00:00 PM 4.686 0.997 127.17 1:15:00 AM 3.925 0.698 69.911 1:15:00 PM 4.752 1.057 135.249 1:30:00 AM 3.872 0.751 73.818 1:30:00 PM 4.609 1.01 123.994 1:45:00 AM 3.871 0.643 63.177 1:45:00 PM 4.795 1.052 138.331 2:00:00 AM 3.875 0.72 70.865 2:00:00 PM 4.872 1.086 144.442 2:15:00 AM 4.566 1.047 128.879 2:15:00 PM 7.139 1.505 329.052 2:30:00 AM 6.18 1.383 252.968 2:30:00 PM 6.387 1.307 249.26 2:45:00 AM 3.973 0.824 83.989 2:45:00 PM 5.068 1.077 149.74 3:00:00 AM 3.777 0.695 65.914 3:00:00 PM 5.025 1.095 149.515 3:15:00 AM 3.772 0.763 72.378 3:15:00 PM 5.266 1.169 174.112 3:30:00 AM 3.771 0.701 66.16 3:30:00 PM 5.542 1.252 199.313 3:45:00 AM 3.813 0.77 74.187 3:45:00 PM 5.638 1.234 200.381 4:00:00 AM 3.713 0.669 61.763 4:00:00 PM 6.457 1.449 280.126 4:15:00 AM 3.948 0.788 79.642 4:15:00 PM 6.413 1.499 287.371 4:30:00 AM 4.066 0.867 91.159 4:30:00 PM 6.404 1.455 278.398 4:45:00 AM 4.3 0.954 103.152 4:45:00 PM 6.176 1.368 245.359 5:00:00 AM 4.461 0.994 115.292 5:00:00 PM 5.667 1.273 208.481 5:15:00 AM 4.581 1.022 122.702 5:15:00 PM 5.802 1.307 219.02 5:30:00 AM 4.634 1.051 131.861 5:30:00 PM 5.779 1.253 208.332 5:45:00 AM 4.752 1.139 147.951 5:45:00 PM 7.4 1.653 377.046 6:00:00 AM 5.696 1.324 214.334 6:00:00 PM 7.479 1.626 375.68 6:15:00 AM 5.526 1.255 198.971 6:15:00 PM 5.581 1.213 194.837 6:30:00 AM 5.508 1.227 188.513 6:30:00 PM 5.677 1.302 211.652 6:45:00 AM 4.552 0.994 120.456 6:45:00 PM 5.753 1.276 213.109 7:00:00 AM 4.521 1.026 120.45 7:00:00 PM 5.731 1.323 210.337 7:15:00 AM 4.618 0.985 123.173 7:15:00 PM 5.837 1.346 229.083 7:30:00 AM 4.639 1.081 133.82 7:30:00 PM 6.548 1.483 291.739 7:45:00 AM 4.743 1.04 134.826 7:45:00 PM 6.588 1.479 292.695 8:00:00 AM 4.605 1.047 130.468 8:00:00 PM 6.483 1.42 275.149 8:15:00 AM 4.49 1.053 125.467 8:15:00 PM 6.481 1.458 281.509 8:30:00 AM 4.463 1.062 123.934 8:30:00 PM 6.335 1.45 273.619 8:45:00 AM 6.513 1.481 289.463 8:45:00 PM 5.992 1.339 235.568 9:00:00 AM 6.69 1.592 321.605 9:00:00 PM 5.876 1.314 225.469 9:15:00 AM 4.559 0.993 121.665 9:15:00 PM 6.058 1.352 241.265 9:30:00 AM 4.7 1.038 132.236 9:30:00 PM 7.554 1.669 390.162 9:45:00 AM 4.533 0.98 119.48 9:45:00 PM 7.68 1.558 371.151 10:00:00 AM 5.338 1.198 181.543 10:00:00 PM 5.874 1.34 229.893 10:15:00 AM 4.627 1.089 136.485 10:15:00 PM 5.699 1.283 211.708 10:30:00 AM 4.626 1.037 129.214 10:30:00 PM 5.403 1.175 180.889 10:45:00 AM 4.723 1.049 133.971 10:45:00 PM 5.19 1.158 165.908 11:00:00 AM 4.761 1.027 133.556 11:00:00 PM 6.025 1.352 236.628 11:15:00 AM 5.531 1.234 195.868 11:15:00 PM 5.903 1.356 231.573 11:30:00 AM 5.706 1.317 215.472 11:30:00 PM 5.575 1.286 202.412 11:45:00 AM 5.695 1.243 203.727 11:45:00 PM 5.123 1.032 148.197 Inches Feet/Sec GPM
Daily Avg: 5.252 1.153 178.853
Daily Min: 3.713 0.643 61.763
Daily Max: 7.68 1.669 390.162
Peak to Avg: 2.18
Tuesday - A.M. 8/8/2023 Tuesday - P.M. 8/8/2023

Sewer Line Flow Study Summary
Maximum Level Maximum Flow Rate Maximum Velocity
Average:

Maximum:

Minimum:

0.956

1.685

0.00 Velocity - Feet per Second
Average:

Maximum:

Minimum:

Max d/D:

4.850

7.834

3.726

65.2%
Level - Inches
Average:

Maximum::

Minimum:

Peak to Average
141.088
410.838

50.55 3.15
Flow Rate - Gallons Per Minute
Project: City of McFarland, Sewer Flow Study
Location: MH-7054
Pipe Size: 12” VCP
Time Period: 7/26/2023, 12:00 a.m. - 8/9/2023, 12:00 a.m.

Sewer Line Daily Totals
Daily Totals - US Gallons
Project: City of McFarland, Sewer Flow Study
Location: MH-7054
Pipe Size: 12” VCP
Time Period: 7/26/2023, 12:00 a.m. - 8/9/2023, 12:00 a.m.

Date: Gallons:
7/26/2023 213,743
7/27/2023 214,554
7/28/2023 210,284
7/29/2023 215,259
7/30/2023 219,811
7/31/2023 199,178
8/0/2023 205,883
8/2/2023 148,507
8/3/2023 210,262
8/4/2023 192,771
8/5/2023 165,355
8/6/2023 218,951
8/7/2023 148,266
8/8/2023 216,167
8/9/2023 233,189
Total Recorded Flow (15 Days) 307,520

1868 Palma Drive, Suite I, Ventura, CA 93003 www.goldcoastenv.com 805.498.3811 ph.

Manhole - Layout

CITY OF MCFARLAND - SEWER FLOW STUDY
MH Location: MH-7066, Intersection of
Garzolli Ave & W. Kern Ave.

McFarland, CA 93250

Pipe Size: 21” VCP
Time Period: 7/26/2023 - 12:00 a.m. to
8/9/2023 - 12:00 a.m.

GPS: 35.678027, -119.240913
Equipment
N
Manhole
E
Gold G C Coast Environmental
E Specializing in process instrumentation and calibration.

G C
Teledyne Isco 2150 Area Velocity Flow Meter with 10’
measuring range:

Level Measurement:
 Method - Submerged pressure transducer mounted in
the flow stream
 Transducer Type - Differential linear integrated circuit pressure transducer
 Range (standard) 0.033 to 10 ft (0.010 to 3.05 m);
Maximum Allowable Level 34 ft (10.5 m)
 Accuracy ±0.01 ft from 0.033 to 10 ft, (±0.003 m from

0.01 to 3.05 m,)
 Long-Term Stability ±0.023 ft/yr (±0.007 m/yr)
 Compensated Range 32° to 122°F (0° to 50°C)
Velocity Measurement:
 Method - Doppler ultrasonic, frequency 500 kHz
 Typical Minimum Depth 0.08 ft (25 mm)
 Range -5 to +20 ft/s (-1.5 to +6.1 m/s)
 Accuracy (in water with uniform velocity profile, speed of sound = 4850 ft/s, for indicated velocity range)
±0.1 ft/s from -5 to 5 ft/s (±0.03 m/s from—

1.5 to +1.5 m/s)
 ±2% of reading from 5 to 20 ft/s (1.5 to 6.1 m/s)
Method Of Insertion:
 21 inch line requires confined space entry for installation of ring and transducer.

Flow

Project: City of McFarland - Sewer Flow Study
Location: MH-7066
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/26/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7066
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 PM 4.425 0.778 128.888
12:15:00 AM 4.668 0.761 136 12:15:00 PM 4.468 0.789 129.52 12:30:00 AM 4.509 0.734 121.267 12:30:00 PM 4.387 0.737 120.592 12:45:00 AM 4.377 0.73 118.969 12:45:00 PM 4.666 0.81 140.999 1:00:00 AM 4.155 0.602 87.317 1:00:00 PM 4.686 0.783 140.73 1:15:00 AM 3.964 0.605 85.663 1:15:00 PM 4.642 0.804 137.892 1:30:00 AM 3.764 0.558 72.616 1:30:00 PM 4.507 0.76 128.859 1:45:00 AM 3.729 0.58 74.399 1:45:00 PM 4.558 0.797 137.677 2:00:00 AM 3.669 0.409 51.736 2:00:00 PM 4.611 0.789 135.993 2:15:00 AM 3.53 0.478 55.615 2:15:00 PM 4.646 0.832 147.64 2:30:00 AM 3.433 0.463 53.295 2:30:00 PM 4.638 0.853 146.823 2:45:00 AM 3.37 0.471 52.767 2:45:00 PM 4.484 0.737 124.392 3:00:00 AM 3.393 0.438 49.251 3:00:00 PM 4.533 0.772 131.462 3:15:00 AM 3.412 0.476 54.16 3:15:00 PM 4.409 0.804 132.21 3:30:00 AM 3.411 0.517 58.327 3:30:00 PM 4.444 0.756 125.964 3:45:00 AM 3.312 0.417 44.968 3:45:00 PM 4.694 0.794 139.166 4:00:00 AM 3.217 0.346 36.238 4:00:00 PM 4.763 0.816 147.919 4:15:00 AM 3.193 0.343 35.442 4:15:00 PM 4.778 0.852 155.065 4:30:00 AM 3.254 0.369 38.408 4:30:00 PM 4.751 0.799 146.419 4:45:00 AM 3.297 0.465 50.059 4:45:00 PM 4.918 0.808 151.756 5:00:00 AM 3.412 0.49 53.823 5:00:00 PM 4.893 0.808 152.044 5:15:00 AM 3.639 0.534 64.372 5:15:00 PM 4.908 0.813 155.751 5:30:00 AM 3.732 0.502 65.152 5:30:00 PM 5.033 0.845 167.945 5:45:00 AM 3.747 0.555 72.35 5:45:00 PM 5.06 0.903 178.946 6:00:00 AM 3.74 0.525 68.129 6:00:00 PM 5.069 0.898 179.815 6:15:00 AM 3.728 0.546 70.664 6:15:00 PM 4.92 0.86 163.325 6:30:00 AM 6.716 1.172 341.746 6:30:00 PM 4.871 0.8 150.102 6:45:00 AM 6.82 1.271 385.762 6:45:00 PM 4.866 0.872 165.011 7:00:00 AM 6.762 1.285 385.851 7:00:00 PM 4.827 0.928 173.987 7:15:00 AM 6.648 1.275 373.994 7:15:00 PM 4.846 0.883 165.637 7:30:00 AM 6.619 1.288 375.458 7:30:00 PM 4.828 0.829 154.623 7:45:00 AM 6.651 1.249 363.267 7:45:00 PM 4.869 0.859 161.606 8:00:00 AM 6.567 1.206 341.765 8:00:00 PM 4.813 0.84 156.731 8:15:00 AM 6.409 1.165 321.413 8:15:00 PM 4.774 0.863 158.843 8:30:00 AM 6.35 1.222 336.606 8:30:00 PM 4.843 0.83 153.831 8:45:00 AM 6.259 1.14 307.726 8:45:00 PM 4.821 0.837 156.172 9:00:00 AM 6.196 1.112 295.88 9:00:00 PM 4.875 0.854 160.817 9:15:00 AM 6.065 1.082 278.772 9:15:00 PM 4.875 0.791 150.362 9:30:00 AM 5.972 1.005 254 9:30:00 PM 5.004 0.818 157.65 9:45:00 AM 4.313 0.756 120.657 9:45:00 PM 5.148 0.87 178.722 10:00:00 AM 4.183 0.666 100.311 10:00:00 PM 5.387 1.016 222.432 10:15:00 AM 4.156 0.679 101.254 10:15:00 PM 5.557 1.17 263.563 10:30:00 AM 4.237 0.656 102.043 10:30:00 PM 5.421 0.974 214.945 10:45:00 AM 4.114 0.7 103.423 10:45:00 PM 5.286 0.984 209.304 11:00:00 AM 4.15 0.616 93.091 11:00:00 PM 5.307 1.107 232.557 11:15:00 AM 4.256 0.621 97.344 11:15:00 PM 5.17 0.97 197.908 11:30:00 AM 4.469 0.922 154.88 11:30:00 PM 5.026 0.796 158.044 11:45:00 AM 4.481 0.754 124.042 11:45:00 PM 4.941 0.858 166.254 Inches Feet/Sec GPM
Daily Avg: 4.698 0.795 154.602
Daily Min: 3.193 0.343 35.442
Daily Max: 6.82 1.288 385.851
Peak to Avg: 2.50
Wednesday - A.M. 7/26/2023 Wednesday - P.M. 7/26/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7066
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/27/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7066
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 4.744 0.762 135.225 12:00:00 PM 4.392 0.784 128.516 12:15:00 AM 4.584 0.764 129.834 12:15:00 PM 4.358 0.729 116.786 12:30:00 AM 4.427 0.706 114.869 12:30:00 PM 4.543 0.734 126.149 12:45:00 AM 4.243 0.635 97.919 12:45:00 PM 4.57 0.74 126.504 1:00:00 AM 4.078 0.614 89.938 1:00:00 PM 4.442 0.722 119.541 1:15:00 AM 4.048 0.765 111.48 1:15:00 PM 4.382 0.696 113.644 1:30:00 AM 3.936 0.575 79.184 1:30:00 PM 4.391 0.652 106.809 1:45:00 AM 3.838 0.553 73.461 1:45:00 PM 4.356 0.653 105.666 2:00:00 AM 3.752 0.485 62.566 2:00:00 PM 4.438 0.724 120.404 2:15:00 AM 3.609 0.494 59.914 2:15:00 PM 4.545 0.722 122.971 2:30:00 AM 3.511 0.461 54.335 2:30:00 PM 4.545 0.779 134.079 2:45:00 AM 3.443 0.429 49.5 2:45:00 PM 4.531 0.768 130.768 3:00:00 AM 3.315 0.385 42.081 3:00:00 PM 4.441 0.714 118.823 3:15:00 AM 3.245 0.358 37.947 3:15:00 PM 4.477 0.758 127.69 3:30:00 AM 3.197 0.399 41.426 3:30:00 PM 4.652 0.795 139.476 3:45:00 AM 3.13 0.304 30.326 3:45:00 PM 4.613 0.773 134.452 4:00:00 AM 3.065 0.343 33.153 4:00:00 PM 4.664 0.82 146.124 4:15:00 AM 3.147 0.548 54.113 4:15:00 PM 4.735 0.867 157.327 4:30:00 AM 3.179 0.371 38.139 4:30:00 PM 4.797 0.826 153.399 4:45:00 AM 3.19 0.473 48.894 4:45:00 PM 4.877 0.834 157.245 5:00:00 AM 3.373 0.492 55.211 5:00:00 PM 4.852 0.911 171.959 5:15:00 AM 3.557 0.537 64.941 5:15:00 PM 4.9 0.767 144.979 5:30:00 AM 3.593 0.461 55.58 5:30:00 PM 5.069 0.861 170.069 5:45:00 AM 3.649 0.57 70.446 5:45:00 PM 4.953 0.872 168.102 6:00:00 AM 3.75 0.561 73.296 6:00:00 PM 4.883 0.802 152.8 6:15:00 AM 3.718 0.537 68.867 6:15:00 PM 4.933 0.858 161.553 6:30:00 AM 3.679 0.537 68.115 6:30:00 PM 5.071 0.934 183.541 6:45:00 AM 3.7 0.488 62.566 6:45:00 PM 5.026 0.872 172.011 7:00:00 AM 6.678 1.33 392.583 7:00:00 PM 5.027 0.895 177.668 7:15:00 AM 6.826 1.333 402.417 7:15:00 PM 5.044 0.797 158.52 7:30:00 AM 6.825 1.365 411.067 7:30:00 PM 4.974 0.808 157.943 7:45:00 AM 6.76 1.304 384.211 7:45:00 PM 4.864 0.852 160.315 8:00:00 AM 6.65 1.29 373.195 8:00:00 PM 4.777 0.844 155.169 8:15:00 AM 6.569 1.266 363.919 8:15:00 PM 4.864 0.79 147.232 8:30:00 AM 6.53 1.246 354.732 8:30:00 PM 4.91 0.842 161.72 8:45:00 AM 6.489 1.276 353.219 8:45:00 PM 4.792 0.797 147.731 9:00:00 AM 6.394 1.273 353.859 9:00:00 PM 4.79 0.787 145.496 9:15:00 AM 6.313 1.193 322.368 9:15:00 PM 4.761 0.789 144.921 9:30:00 AM 6.157 1.117 291.715 9:30:00 PM 4.762 0.754 138.677 9:45:00 AM 6.02 1.114 284.813 9:45:00 PM 5.027 0.907 179.968 10:00:00 AM 5.765 1.008 242.522 10:00:00 PM 5.183 0.976 198.78 10:15:00 AM 4.092 0.665 95.322 10:15:00 PM 5.197 0.906 186.191 10:30:00 AM 4.077 0.615 87.974 10:30:00 PM 5.339 0.912 193.166 10:45:00 AM 4.179 0.628 94.042 10:45:00 PM 5.33 0.947 203.042 11:00:00 AM 4.157 0.677 102.595 11:00:00 PM 5.217 0.843 171.932 11:15:00 AM 4.23 0.751 114.27 11:15:00 PM 5.111 0.823 167.205 11:30:00 AM 4.3 0.748 118.975 11:30:00 PM 4.975 0.825 161.363 11:45:00 AM 4.273 0.693 108.1 11:45:00 PM 4.871 0.774 146.855 Inches Feet/Sec GPM
Daily Avg: 4.647 0.774 149.845
Daily Min: 3.065 0.304 30.326
Daily Max: 6.826 1.365 411.067
Peak to Avg: 2.74
Thursday - A.M. 7/27/2023 Thursday - P.M. 7/27/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7066
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/28/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7066
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 4.789 0.811 150.225 12:00:00 PM 4.382 0.725 118.347 12:15:00 AM 4.5 0.687 116.467 12:15:00 PM 4.534 0.736 125.478 12:30:00 AM 4.353 0.656 105.32 12:30:00 PM 4.52 0.699 119.379 12:45:00 AM 4.273 0.612 94.322 12:45:00 PM 4.523 0.726 123.525 1:00:00 AM 4.077 0.582 85.788 1:00:00 PM 4.531 0.769 129.634 1:15:00 AM 3.95 0.548 75.486 1:15:00 PM 4.524 0.704 120.284 1:30:00 AM 3.884 0.641 86.965 1:30:00 PM 4.394 0.748 122.668 1:45:00 AM 3.849 0.56 75.959 1:45:00 PM 4.493 0.675 113.697 2:00:00 AM 3.846 0.512 69.406 2:00:00 PM 4.515 0.754 128.383 2:15:00 AM 3.8 0.537 67.382 2:15:00 PM 4.49 0.692 117.055 2:30:00 AM 3.622 0.55 67.368 2:30:00 PM 4.574 0.71 121.199 2:45:00 AM 3.542 0.455 53.98 2:45:00 PM 4.687 0.845 149.729 3:00:00 AM 3.551 0.488 58.653 3:00:00 PM 4.649 0.736 129.558 3:15:00 AM 3.517 0.508 58.954 3:15:00 PM 4.624 0.837 147.65 3:30:00 AM 3.439 0.493 56.862 3:30:00 PM 4.573 0.751 128.166 3:45:00 AM 3.335 0.36 39.348 3:45:00 PM 4.628 0.732 129.226 4:00:00 AM 3.294 0.404 43.524 4:00:00 PM 4.672 0.822 147.163 4:15:00 AM 3.374 0.414 46.419 4:15:00 PM 4.685 0.744 132.979 4:30:00 AM 3.43 0.495 56.346 4:30:00 PM 4.58 0.708 122.455 4:45:00 AM 3.426 0.468 53.335 4:45:00 PM 4.73 0.752 136.912 5:00:00 AM 3.376 0.388 43.436 5:00:00 PM 4.867 0.816 154.68 5:15:00 AM 5.485 1.033 231.78 5:15:00 PM 4.982 0.882 172.852 5:30:00 AM 6.768 1.282 385.604 5:30:00 PM 4.999 0.858 167.636 5:45:00 AM 6.805 1.218 366.739 5:45:00 PM 4.92 0.89 171.431 6:00:00 AM 6.735 1.316 393.001 6:00:00 PM 4.932 0.849 160.103 6:15:00 AM 6.64 1.264 370.247 6:15:00 PM 4.797 0.834 154.961 6:30:00 AM 6.536 1.213 347.623 6:30:00 PM 4.715 0.781 141.06 6:45:00 AM 6.47 1.232 347.797 6:45:00 PM 4.88 0.809 152.61 7:00:00 AM 6.416 1.208 333.572 7:00:00 PM 4.836 0.921 173.128 7:15:00 AM 6.288 1.15 312.362 7:15:00 PM 4.797 0.834 154.377 7:30:00 AM 6.183 1.109 292.575 7:30:00 PM 4.852 0.797 149.29 7:45:00 AM 6.15 1.104 290.754 7:45:00 PM 4.861 0.834 155.159 8:00:00 AM 6.017 1.033 263.882 8:00:00 PM 4.831 0.851 158.303 8:15:00 AM 6.064 1.032 262.406 8:15:00 PM 4.803 0.818 151.017 8:30:00 AM 4.814 0.641 119.599 8:30:00 PM 4.802 0.804 149.665 8:45:00 AM 4.087 0.628 91.135 8:45:00 PM 4.654 0.768 135.829 9:00:00 AM 4.008 0.674 96.863 9:00:00 PM 4.727 0.781 142.085 9:15:00 AM 4.031 0.594 84.477 9:15:00 PM 4.747 0.756 136.942 9:30:00 AM 4.034 0.62 89.301 9:30:00 PM 4.756 0.764 139.719 9:45:00 AM 4.075 0.636 92.767 9:45:00 PM 4.823 0.798 149.462 10:00:00 AM 4.019 0.589 85.03 10:00:00 PM 4.884 0.799 149.593 10:15:00 AM 4.134 0.632 92.766 10:15:00 PM 5.049 0.847 169.13 10:30:00 AM 4.246 0.671 102.647 10:30:00 PM 5.016 0.787 154.833 10:45:00 AM 4.23 0.72 111.747 10:45:00 PM 4.989 0.838 164.563 11:00:00 AM 4.158 0.632 93.903 11:00:00 PM 4.944 0.788 152.767 11:15:00 AM 4.254 0.673 104.921 11:15:00 PM 4.86 0.766 144.993 11:30:00 AM 4.194 0.674 102.179 11:30:00 PM 5.102 0.833 166.677 11:45:00 AM 4.24 0.654 101.901 11:45:00 PM 5.065 0.821 164.684 Inches Feet/Sec GPM
Daily Avg: 4.666 0.762 145.515
Daily Min: 3.294 0.36 39.348
Daily Max: 6.805 1.316 393.001
Peak to Avg: 2.70
Friday - A.M. 7/28/2023 Friday - P.M. 7/28/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7066
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/29/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7066
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 4.86 0.768 139.786 12:00:00 PM 5.04 0.859 170.114 12:15:00 AM 4.65 0.792 140.856 12:15:00 PM 5.009 0.889 175.588 12:30:00 AM 4.485 0.723 120.601 12:30:00 PM 5.089 0.952 189.839 12:45:00 AM 4.452 0.717 119.275 12:45:00 PM 5.045 0.83 165.642 1:00:00 AM 4.407 0.68 111.949 1:00:00 PM 5.046 0.917 182.808 1:15:00 AM 4.306 0.537 84.212 1:15:00 PM 5.01 0.867 171.372 1:30:00 AM 4.115 0.626 92.718 1:30:00 PM 5.015 0.804 159.015 1:45:00 AM 4.056 0.563 80.127 1:45:00 PM 5.02 0.824 163.314 2:00:00 AM 3.916 0.545 75.724 2:00:00 PM 5.008 0.872 172.12 2:15:00 AM 3.746 0.489 62.344 2:15:00 PM 4.948 0.926 176.727 2:30:00 AM 3.596 0.448 54.859 2:30:00 PM 4.986 0.811 158.337 2:45:00 AM 3.587 0.481 58.995 2:45:00 PM 4.944 0.89 169.821 3:00:00 AM 3.55 0.535 64.532 3:00:00 PM 4.91 0.818 154.028 3:15:00 AM 3.47 0.426 49.287 3:15:00 PM 4.824 0.812 152.048 3:30:00 AM 3.452 0.435 50.407 3:30:00 PM 4.986 0.937 181.718 3:45:00 AM 3.427 0.438 50.01 3:45:00 PM 5.009 0.899 177.268 4:00:00 AM 3.356 0.41 45.274 4:00:00 PM 4.976 0.878 171.791 4:15:00 AM 3.3 0.504 54.389 4:15:00 PM 4.837 0.798 150.003 4:30:00 AM 3.306 0.376 40.929 4:30:00 PM 4.74 0.808 147.603 4:45:00 AM 3.328 0.391 42.593 4:45:00 PM 4.695 0.742 133.711 5:00:00 AM 3.281 0.344 36.562 5:00:00 PM 4.895 0.81 152.549 5:15:00 AM 6.518 1.175 335.458 5:15:00 PM 5.021 0.802 154.411 5:30:00 AM 6.703 1.361 404.026 5:30:00 PM 5.002 0.867 168.131 5:45:00 AM 6.696 1.213 356.701 5:45:00 PM 4.962 0.82 159.346 6:00:00 AM 6.542 1.224 349.441 6:00:00 PM 4.968 0.863 168.451 6:15:00 AM 6.469 1.25 351.885 6:15:00 PM 4.97 0.858 167.595 6:30:00 AM 6.408 1.214 333.812 6:30:00 PM 5.016 0.83 163.836 6:45:00 AM 6.291 1.134 308.212 6:45:00 PM 4.961 0.824 157.607 7:00:00 AM 6.231 1.139 303.503 7:00:00 PM 4.828 0.859 160.511 7:15:00 AM 6.195 1.333 354.785 7:15:00 PM 4.798 0.771 143.242 7:30:00 AM 6.171 1.121 296.781 7:30:00 PM 4.851 0.775 146.347 7:45:00 AM 6.078 1.152 298.657 7:45:00 PM 4.818 0.814 150.402 8:00:00 AM 5.949 0.998 250.852 8:00:00 PM 4.648 0.73 129.619 8:15:00 AM 5.885 0.995 246.584 8:15:00 PM 4.56 0.747 125.304 8:30:00 AM 4.131 0.673 100.287 8:30:00 PM 4.491 0.679 112.685 8:45:00 AM 4.113 0.608 89.921 8:45:00 PM 4.577 0.746 129.695 9:00:00 AM 4.293 0.683 108.38 9:00:00 PM 4.634 0.814 143.266 9:15:00 AM 4.39 0.733 119.912 9:15:00 PM 4.724 0.794 144.372 9:30:00 AM 4.344 0.689 109.75 9:30:00 PM 4.582 0.688 119.726 9:45:00 AM 4.465 0.719 120.627 9:45:00 PM 4.692 0.765 137.645 10:00:00 AM 4.542 0.966 165.717 10:00:00 PM 4.787 0.801 148.028 10:15:00 AM 4.619 0.767 134.954 10:15:00 PM 4.912 0.78 148.464 10:30:00 AM 4.748 0.818 149.075 10:30:00 PM 4.935 0.818 156.097 10:45:00 AM 4.803 0.807 147.003 10:45:00 PM 4.846 0.827 155.884 11:00:00 AM 4.88 0.796 149.256 11:00:00 PM 4.707 0.753 135.056 11:15:00 AM 4.858 0.825 155.131 11:15:00 PM 4.661 0.774 137.89 11:30:00 AM 4.821 0.785 146.128 11:30:00 PM 4.766 0.789 143.55 11:45:00 AM 4.964 0.828 159.659 11:45:00 PM 4.714 0.795 144.071 Inches Feet/Sec GPM
Daily Avg: 4.793 0.798 156.935
Daily Min: 3.281 0.344 36.562
Daily Max: 6.703 1.361 404.026
Peak to Avg: 2.57
Saturday - A.M. 7/29/2023 Saturday - P.M. 7/29/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7066
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/30/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7066
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 4.612 0.782 136.389 12:00:00 PM 4.934 0.84 162.474 12:15:00 AM 4.566 0.798 137.686 12:15:00 PM 4.983 0.923 181.03 12:30:00 AM 4.559 0.715 119.585 12:30:00 PM 5.075 0.863 173.618 12:45:00 AM 4.384 0.722 117.941 12:45:00 PM 5.228 0.877 179.442 1:00:00 AM 4.429 0.671 111.107 1:00:00 PM 5.234 0.843 175.193 1:15:00 AM 4.404 0.688 112.487 1:15:00 PM 5.047 0.807 160.335 1:30:00 AM 4.38 0.684 110.463 1:30:00 PM 5.083 0.899 180.002 1:45:00 AM 4.315 0.656 100.829 1:45:00 PM 5.118 0.859 168.412 2:00:00 AM 4.049 0.562 82.027 2:00:00 PM 4.881 0.757 144.134 2:15:00 AM 3.946 0.627 87.953 2:15:00 PM 4.776 0.725 133.752 2:30:00 AM 3.869 0.526 71.297 2:30:00 PM 4.868 0.823 155.777 2:45:00 AM 3.794 0.551 73.229 2:45:00 PM 4.859 0.783 148.074 3:00:00 AM 3.738 0.446 57.784 3:00:00 PM 4.956 0.781 152.022 3:15:00 AM 3.686 0.467 57.692 3:15:00 PM 4.937 0.804 155.604 3:30:00 AM 3.565 0.492 59.202 3:30:00 PM 4.915 0.8 153.807 3:45:00 AM 3.486 0.4 46.991 3:45:00 PM 4.931 0.809 155.497 4:00:00 AM 3.492 0.513 60.385 4:00:00 PM 4.933 0.824 159.361 4:15:00 AM 3.487 0.414 48.16 4:15:00 PM 4.835 0.765 143.674 4:30:00 AM 3.454 0.476 55.004 4:30:00 PM 4.712 0.806 145.273 4:45:00 AM 3.443 0.375 43.28 4:45:00 PM 4.757 0.738 135.154 5:00:00 AM 3.422 0.425 48.368 5:00:00 PM 4.865 0.881 166.921 5:15:00 AM 3.375 0.426 47.755 5:15:00 PM 4.843 0.789 147.672 5:30:00 AM 3.329 0.332 36.256 5:30:00 PM 4.847 0.764 144.108 5:45:00 AM 6.508 1.128 321.51 5:45:00 PM 4.772 0.786 143.718 6:00:00 AM 6.702 1.235 366.332 6:00:00 PM 4.801 0.766 140.983 6:15:00 AM 6.64 1.235 359.408 6:15:00 PM 4.887 0.778 145.215 6:30:00 AM 6.548 1.19 337.013 6:30:00 PM 4.918 0.81 154.287 6:45:00 AM 6.481 1.221 341.046 6:45:00 PM 4.771 0.834 151.565 7:00:00 AM 6.383 1.212 332.584 7:00:00 PM 4.766 0.777 142.537 7:15:00 AM 6.371 1.2 328.842 7:15:00 PM 4.797 0.868 161.302 7:30:00 AM 6.354 1.126 310.284 7:30:00 PM 4.736 0.734 132.942 7:45:00 AM 6.296 1.161 315.871 7:45:00 PM 4.711 0.747 134.74 8:00:00 AM 6.176 1.09 288.868 8:00:00 PM 4.808 0.804 147.081 8:15:00 AM 6.137 1.108 290.993 8:15:00 PM 4.954 0.79 149.461 8:30:00 AM 6.059 1.08 278.118 8:30:00 PM 4.926 0.795 152.044 8:45:00 AM 6.058 1.053 251.404 8:45:00 PM 4.843 0.799 150.424 9:00:00 AM 4.383 0.685 111.943 9:00:00 PM 4.788 0.75 138.965 9:15:00 AM 4.307 0.68 108.275 9:15:00 PM 4.95 0.81 154.714 9:30:00 AM 4.352 0.703 112.732 9:30:00 PM 5.089 0.827 163.418 9:45:00 AM 4.365 0.687 109.856 9:45:00 PM 5.179 0.931 192.368 10:00:00 AM 4.651 0.849 150.905 10:00:00 PM 5.236 0.803 168.823 10:15:00 AM 4.756 0.936 171.662 10:15:00 PM 5.614 0.943 214.573 10:30:00 AM 4.783 0.857 156.272 10:30:00 PM 5.582 0.89 199.524 10:45:00 AM 4.778 0.785 141.864 10:45:00 PM 5.455 1.049 230.773 11:00:00 AM 4.903 0.82 157.073 11:00:00 PM 5.372 0.857 185.748 11:15:00 AM 4.986 0.894 175.463 11:15:00 PM 5.291 0.907 191.654 11:30:00 AM 4.979 0.823 159.842 11:30:00 PM 5.15 0.848 174.253 11:45:00 AM 4.928 0.83 159.73 11:45:00 PM 4.948 0.775 148.67 Inches Feet/Sec GPM
Daily Avg: 4.874 0.800 160.153
Daily Min: 3.329 0.332 36.256
Daily Max: 6.702 1.235 366.332
Peak to Avg: 2.29
Sunday - A.M. 7/30/2023 Sunday - P.M. 7/30/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7066
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/31/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7066
Time Level Velocity Velocity Time Level Velocity Flow
12:10:00 AM 4.86 0.711 134.582 12:00:00 PM 4.6 0.687 119.331 12:15:00 AM 4.69 0.643 112.248 12:15:00 PM 4.677 0.697 123.498 12:30:00 AM 4.499 0.678 115.055 12:30:00 PM 4.745 0.636 114.816 12:45:00 AM 4.349 0.619 99.997 12:45:00 PM 4.72 0.762 137.422 1:00:00 AM 4.286 0.598 94.679 1:00:00 PM 6.298 1.135 309.107 1:15:00 AM 4.177 0.557 82.538 1:15:00 PM 7.384 1.382 459.205 1:30:00 AM 4.045 0.574 81.259 1:30:00 PM 7.422 1.349 460.078 1:45:00 AM 3.912 0.526 72.133 1:45:00 PM 7.417 1.4 467.58 2:00:00 AM 3.847 0.489 65.587 2:00:00 PM 7.249 1.445 477.371 2:15:00 AM 3.745 0.46 58.532 2:15:00 PM 7.173 1.331 433.549 2:30:00 AM 3.666 0.456 57.672 2:30:00 PM 7.101 1.287 413.512 2:45:00 AM 3.663 0.519 64.893 2:45:00 PM 6.939 1.296 403.372 3:00:00 AM 3.685 0.454 57.808 3:00:00 PM 6.793 1.285 388.292 3:15:00 AM 3.613 0.449 54.792 3:15:00 PM 6.705 1.237 367.273 3:30:00 AM 3.512 0.443 52.622 3:30:00 PM 6.678 1.245 367.632 3:45:00 AM 3.413 0.428 48.807 3:45:00 PM 6.687 1.194 351.157 4:00:00 AM 3.354 0.321 35.413 4:00:00 PM 6.659 1.144 335.001 4:15:00 AM 3.39 0.381 42.433 4:15:00 PM 6.165 1.083 286.38 4:30:00 AM 3.399 0.442 50.156 4:30:00 PM 5.1 0.809 162.581 4:45:00 AM 3.44 0.37 42.077 4:45:00 PM 5.001 0.777 153.08 5:00:00 AM 3.528 0.435 52.079 5:00:00 PM 4.92 0.731 137.926 5:15:00 AM 3.711 0.485 60.84 5:15:00 PM 5.1 0.876 177.554 5:30:00 AM 3.736 0.51 66.207 5:30:00 PM 5.231 0.902 189.322 5:45:00 AM 3.75 0.515 67.226 5:45:00 PM 5.295 0.896 188.609 6:00:00 AM 3.77 0.47 60.838 6:00:00 PM 5.171 0.802 165.788 6:15:00 AM 3.925 0.547 73.942 6:15:00 PM 5.083 0.8 161.415 6:30:00 AM 3.922 0.547 75.601 6:30:00 PM 5.023 0.821 161.681 6:45:00 AM 3.809 0.471 62.918 6:45:00 PM 5.097 0.846 169.75 7:00:00 AM 3.72 0.446 57.601 7:00:00 PM 5.114 0.793 160.69 7:15:00 AM 3.751 0.47 60.999 7:15:00 PM 5.148 0.865 177.287 7:30:00 AM 3.949 0.536 75.467 7:30:00 PM 5.113 0.879 177.747 7:45:00 AM 4.104 0.604 89.838 7:45:00 PM 5.217 0.82 171.604 8:00:00 AM 4.185 0.591 89.182 8:00:00 PM 5.263 0.854 180.141 8:15:00 AM 4.221 0.577 88.47 8:15:00 PM 5.249 0.84 176.016 8:30:00 AM 4.249 0.614 94.623 8:30:00 PM 5.232 0.914 191.887 8:45:00 AM 4.147 0.563 83.801 8:45:00 PM 5.18 0.857 177.373 9:00:00 AM 4.096 0.536 79.172 9:00:00 PM 5.171 0.831 170.186 9:15:00 AM 4.195 0.566 86.874 9:15:00 PM 5.208 0.863 179.513 9:30:00 AM 4.268 0.717 112.791 9:30:00 PM 5.349 0.891 193.013 9:45:00 AM 4.318 0.65 104.031 9:45:00 PM 5.415 0.869 191.522 10:00:00 AM 4.266 0.6 91.977 10:00:00 PM 5.339 0.855 183.995 10:15:00 AM 4.214 0.58 88.101 10:15:00 PM 5.359 0.876 189.239 10:30:00 AM 4.241 0.581 90.626 10:30:00 PM 5.327 0.864 186.124 10:45:00 AM 4.353 0.549 88.787 10:45:00 PM 5.328 0.828 176.88 11:00:00 AM 4.497 0.671 113.638 11:00:00 PM 5.264 0.82 173.665 11:15:00 AM 4.549 0.759 130.765 11:15:00 PM 5.21 0.98 204.565 11:30:00 AM 4.536 0.745 127.739 11:30:00 PM 5.055 0.757 150.876 11:45:00 AM 4.576 0.668 115.424 11:45:00 PM 5.009 0.745 147.153 Inches Feet/Sec GPM
Daily Avg: 4.824 0.750 157.053
Daily Min: 3.354 0.321 35.413
Daily Max: 7.422 1.445 477.371
Peak to Avg: 3.04
Monday - A.M. 7/31/2023 Monday - P.M. 7/31/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7066
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/1/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7066
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 4.897 0.697 133.321 12:00:00 PM 4.836 0.729 135.997 12:15:00 AM 4.78 0.714 130.082 12:15:00 PM 4.834 0.676 127.055 12:30:00 AM 4.595 0.714 124.829 12:30:00 PM 4.62 0.655 115.37 12:45:00 AM 4.437 0.602 97.054 12:45:00 PM 4.655 0.653 115.995 1:00:00 AM 4.323 0.6 96.125 1:00:00 PM 4.657 0.614 108.754 1:15:00 AM 4.287 0.508 78.022 1:15:00 PM 4.738 0.697 127.216 1:30:00 AM 4.117 0.54 79.327 1:30:00 PM 4.896 0.739 141.342 1:45:00 AM 4.009 0.541 77.794 1:45:00 PM 5.085 0.804 157.006 2:00:00 AM 3.896 0.47 64.872 2:00:00 PM 5.116 0.781 158.861 2:15:00 AM 3.754 0.58 75.923 2:15:00 PM 4.961 0.797 154.108 2:30:00 AM 3.678 0.438 55.576 2:30:00 PM 4.922 0.874 167.918 2:45:00 AM 3.625 0.369 45.917 2:45:00 PM 4.968 0.786 150.493 3:00:00 AM 3.578 0.429 52.36 3:00:00 PM 5.033 0.773 151.423 3:15:00 AM 3.574 0.427 51.073 3:15:00 PM 5.011 0.729 143.803 3:30:00 AM 3.512 0.429 50.485 3:30:00 PM 5.029 0.725 144.072 3:45:00 AM 3.499 0.413 48.838 3:45:00 PM 5.085 0.784 156.872 4:00:00 AM 3.575 0.496 60.449 4:00:00 PM 5.192 0.816 169.615 4:15:00 AM 3.52 0.416 49.118 4:15:00 PM 5.206 0.788 161.283 4:30:00 AM 3.469 0.392 45.66 4:30:00 PM 5.095 0.776 156.839 4:45:00 AM 3.586 0.464 56.856 4:45:00 PM 5.244 0.754 153.573 5:00:00 AM 3.601 0.394 48.551 5:00:00 PM 5.414 0.909 196.578 5:15:00 AM 3.695 0.436 54.208 5:15:00 PM 5.552 0.838 187.026 5:30:00 AM 3.864 0.508 69.23 5:30:00 PM 5.64 0.861 201.021 5:45:00 AM 3.929 0.5 68.488 5:45:00 PM 5.726 0.905 215.815 6:00:00 AM 3.908 0.558 76.481 6:00:00 PM 5.43 0.851 188.332 6:15:00 AM 3.973 0.547 77.052 6:15:00 PM 5.503 0.928 205.093 6:30:00 AM 3.969 0.522 73.335 6:30:00 PM 5.517 0.835 186.913 6:45:00 AM 4.11 0.553 76.186 6:45:00 PM 5.409 0.864 190.175 7:00:00 AM 4.127 0.507 76.04 7:00:00 PM 5.314 0.749 159.969 7:15:00 AM 4.251 0.558 87.299 7:15:00 PM 5.261 0.782 164.093 7:30:00 AM 4.194 0.523 78.993 7:30:00 PM 5.212 0.824 172.082 7:45:00 AM 4.189 0.558 84.052 7:45:00 PM 5.175 0.757 155.658 8:00:00 AM 4.38 0.596 97.349 8:00:00 PM 5.164 0.82 168.966 8:15:00 AM 4.39 0.584 95.657 8:15:00 PM 5.241 0.804 168.437 8:30:00 AM 4.297 0.586 92.987 8:30:00 PM 5.296 0.828 173.922 8:45:00 AM 4.192 0.541 82.997 8:45:00 PM 5.286 0.883 187.431 9:00:00 AM 4.255 0.576 89.094 9:00:00 PM 5.287 0.853 179.717 9:15:00 AM 4.26 0.668 104.707 9:15:00 PM 5.353 0.846 183.443 9:30:00 AM 4.302 0.547 86.942 9:30:00 PM 5.607 0.786 178.31 9:45:00 AM 4.327 0.628 100.741 9:45:00 PM 5.717 0.955 226.164 10:00:00 AM 4.433 0.58 95.772 10:00:00 PM 5.778 0.834 199.887 10:15:00 AM 4.434 0.662 109.348 10:15:00 PM 5.852 1.064 260.618 10:30:00 AM 4.555 0.639 110.268 10:30:00 PM 5.886 0.976 241.742 10:45:00 AM 4.594 0.606 105.823 10:45:00 PM 5.846 0.868 209.383 11:00:00 AM 4.534 0.602 103.282 11:00:00 PM 5.728 1.015 242.204 11:15:00 AM 4.536 0.634 107.292 11:15:00 PM 5.652 0.851 199.357 11:30:00 AM 4.754 0.692 123.841 11:30:00 PM 5.508 0.853 189.052 11:45:00 AM 4.778 0.672 123.872 11:45:00 PM 5.341 0.787 170.232 Inches Feet/Sec GPM
Daily Avg: 4.690 0.680 127.784
Daily Min: 3.469 0.369 45.66
Daily Max: 5.886 1.064 260.618
Peak to Avg: 2.04
Tuesday- A.M. 8/1/2023 Tuesday- P.M. 8/1/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7066
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/2/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7066
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 5.078 0.672 135.344 12:00:00 PM 6.657 1.117 326.534 12:15:00 AM 4.967 0.666 130.01 12:15:00 PM 6.559 1.134 325.092 12:30:00 AM 4.802 0.673 122.174 12:30:00 PM 6.144 0.951 250.157 12:45:00 AM 4.703 0.628 111.009 12:45:00 PM 4.816 0.67 125.114 1:00:00 AM 4.597 0.589 100.468 1:00:00 PM 4.971 0.756 147.623 1:15:00 AM 4.517 0.612 103.614 1:15:00 PM 4.933 0.72 139.166 1:30:00 AM 4.506 0.613 104.11 1:30:00 PM 4.83 0.68 126.053 1:45:00 AM 4.343 0.609 96.307 1:45:00 PM 4.877 0.955 177.937 2:00:00 AM 4.17 0.471 71.712 2:00:00 PM 4.894 0.708 135.203 2:15:00 AM 4.019 0.532 75.224 2:15:00 PM 4.851 0.755 140.632 2:30:00 AM 3.937 0.502 69.758 2:30:00 PM 4.741 0.663 117.976 2:45:00 AM 3.839 0.41 54.283 2:45:00 PM 4.613 0.575 101.093 3:00:00 AM 3.757 0.4 52.43 3:00:00 PM 4.721 0.681 123.588 3:15:00 AM 3.728 0.394 50.522 3:15:00 PM 4.79 0.624 115.494 3:30:00 AM 3.732 0.414 53.69 3:30:00 PM 4.797 0.677 125.673 3:45:00 AM 3.698 0.28 35.86 3:45:00 PM 4.764 0.71 130.646 4:00:00 AM 3.692 0.375 47.843 4:00:00 PM 4.811 0.693 126.122 4:15:00 AM 3.731 0.32 41.528 4:15:00 PM 5.066 0.708 142.18 4:30:00 AM 3.811 0.443 59.286 4:30:00 PM 5.388 0.822 175.088 4:45:00 AM 3.975 0.472 64.246 4:45:00 PM 5.398 0.89 195.287 5:00:00 AM 3.979 0.544 77.309 5:00:00 PM 5.393 0.829 180.034 5:15:00 AM 3.98 0.479 67.381 5:15:00 PM 5.397 0.873 190.293 5:30:00 AM 4.029 0.504 72.972 5:30:00 PM 5.326 0.802 170.882 5:45:00 AM 4.075 0.471 69.352 5:45:00 PM 5.31 0.791 168.515 6:00:00 AM 4.089 0.545 80.529 6:00:00 PM 5.352 0.813 174.618 6:15:00 AM 4.125 0.543 81.268 6:15:00 PM 5.374 0.891 192.11 6:30:00 AM 4.263 0.505 76.276 6:30:00 PM 5.337 0.791 170.589 6:45:00 AM 4.274 0.577 90.023 6:45:00 PM 5.366 0.884 191.32 7:00:00 AM 4.209 0.524 80.815 7:00:00 PM 5.344 0.812 174.77 7:15:00 AM 4.241 0.616 95.274 7:15:00 PM 5.589 0.966 218.835 7:30:00 AM 4.322 0.495 79.332 7:30:00 PM 5.574 0.904 207.584 7:45:00 AM 4.399 0.56 91.954 7:45:00 PM 5.421 0.814 179.859 8:00:00 AM 4.412 0.562 92.207 8:00:00 PM 5.263 0.825 174.629 8:15:00 AM 4.385 0.586 94.456 8:15:00 PM 5.39 0.775 167.716 8:30:00 AM 4.302 0.586 93.057 8:30:00 PM 5.481 0.902 200.625 8:45:00 AM 7.301 1.294 431.943 8:45:00 PM 5.425 0.832 183.957 9:00:00 AM 7.471 1.366 460.549 9:00:00 PM 5.395 0.829 178.215 9:15:00 AM 7.47 1.416 486.449 9:15:00 PM 5.425 0.854 186.423 9:30:00 AM 7.455 1.381 466.135 9:30:00 PM 5.706 0.93 217.84 9:45:00 AM 7.325 1.316 441.094 9:45:00 PM 5.667 0.871 201.939 10:00:00 AM 7.285 1.308 434.32 10:00:00 PM 5.831 0.921 225.308 10:15:00 AM 7.221 1.332 437.802 10:15:00 PM 5.851 1.006 247.194 10:30:00 AM 7.165 1.27 413.104 10:30:00 PM 5.804 0.896 217.644 10:45:00 AM 7.026 1.25 390.91 10:45:00 PM 5.832 0.883 214.879 11:00:00 AM 6.968 1.235 386.645 11:00:00 PM 5.805 0.986 239.528 11:15:00 AM 6.873 1.165 357.836 11:15:00 PM 5.677 0.905 213.284 11:30:00 AM 6.816 1.314 399.134 11:30:00 PM 5.467 0.841 185.176 11:45:00 AM 6.76 1.14 340.757 11:45:00 PM 5.315 0.762 163.554 Inches Feet/Sec GPM
Daily Avg: 5.173 0.779 177.020
Daily Min: 3.692 0.28 35.86
Daily Max: 7.471 1.416 486.449
Peak to Avg: 2.75
Wednesday - A.M. 8/2/2023 Wednesday - P.M. 8/2/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7066
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/3/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7066
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 5.159 0.759 151.722 12:00:00 PM 4.853 0.753 141.14 12:15:00 AM 4.873 0.682 129.472 12:15:00 PM 4.796 0.688 126.661 12:30:00 AM 4.854 0.691 130.071 12:30:00 PM 4.878 0.744 141.356 12:45:00 AM 4.822 0.615 113.769 12:45:00 PM 4.885 0.661 125.987 1:00:00 AM 4.702 0.699 124.43 1:00:00 PM 4.973 0.761 146.785 1:15:00 AM 4.5 0.562 94.669 1:15:00 PM 4.953 0.704 135.183 1:30:00 AM 4.385 0.528 83.005 1:30:00 PM 4.972 0.678 131.129 1:45:00 AM 4.208 0.497 75.447 1:45:00 PM 4.996 0.729 143.545 2:00:00 AM 4.108 0.483 70.586 2:00:00 PM 5.072 0.739 147.612 2:15:00 AM 3.989 0.433 61.802 2:15:00 PM 5.146 0.782 157.555 2:30:00 AM 3.874 0.419 57.357 2:30:00 PM 5.158 0.792 162.075 2:45:00 AM 3.8 0.35 46.62 2:45:00 PM 5.156 0.726 149.406 3:00:00 AM 3.794 0 45.981 3:00:00 PM 5.121 0.796 162.19 3:15:00 AM 3.738 0.324 45.002 3:15:00 PM 5.092 0.733 146.866 3:30:00 AM 3.682 0.328 41.497 3:30:00 PM 5.059 0.711 141.73 3:45:00 AM 3.649 0.403 50.204 3:45:00 PM 5.162 0.838 169.963 4:00:00 AM 3.641 0.378 47.313 4:00:00 PM 5.134 0.736 150.083 4:15:00 AM 3.636 0.343 47.215 4:15:00 PM 5.173 0.756 154.443 4:30:00 AM 3.698 0.302 38.705 4:30:00 PM 5.402 0.863 186.267 4:45:00 AM 3.863 0.423 56.968 4:45:00 PM 5.445 0.807 176.546 5:00:00 AM 3.993 0.413 57.953 5:00:00 PM 5.591 0.793 180.731 5:15:00 AM 4.067 0.48 68.791 5:15:00 PM 5.591 0.814 187.605 5:30:00 AM 4.212 0.573 86.867 5:30:00 PM 5.655 0.914 211.462 5:45:00 AM 4.187 0.59 90.215 5:45:00 PM 5.572 0.864 195.511 6:00:00 AM 4.216 0.529 81.735 6:00:00 PM 5.551 0.828 186.89 6:15:00 AM 4.168 0.405 68.913 6:15:00 PM 5.547 0.795 181.236 6:30:00 AM 7.146 1.206 384.273 6:30:00 PM 5.501 0.827 185.135 6:45:00 AM 7.283 1.39 460.571 6:45:00 PM 5.493 0.88 197.887 7:00:00 AM 7.255 1.277 422.306 7:00:00 PM 5.414 0.897 197.581 7:15:00 AM 7.214 1.269 416.503 7:15:00 PM 5.353 0.806 174.847 7:30:00 AM 7.121 1.26 406.47 7:30:00 PM 5.288 0.761 162.314 7:45:00 AM 7.029 1.219 384.404 7:45:00 PM 5.375 0.816 177.945 8:00:00 AM 6.981 1.217 381.88 8:00:00 PM 5.274 0.784 163.539 8:15:00 AM 6.884 1.29 396.888 8:15:00 PM 5.178 0.749 155.023 8:30:00 AM 6.769 1.212 364.138 8:30:00 PM 5.345 0.83 179.572 8:45:00 AM 6.679 1.086 316.627 8:45:00 PM 5.351 0.837 181.495 9:00:00 AM 6.633 1.124 324.415 9:00:00 PM 5.385 0.876 191.534 9:15:00 AM 6.512 1.141 325.431 9:15:00 PM 5.46 0.891 197.179 9:30:00 AM 6.341 1.038 285.335 9:30:00 PM 5.53 0.786 175.797 9:45:00 AM 4.525 0.655 110.397 9:45:00 PM 5.598 0.925 211.643 10:00:00 AM 4.486 0.599 101.139 10:00:00 PM 5.801 0.888 208.98 10:15:00 AM 4.611 0.607 106.54 10:15:00 PM 5.823 0.896 217.394 10:30:00 AM 4.649 0.675 119.952 10:30:00 PM 5.817 0.878 213.62 10:45:00 AM 4.559 0.66 113.917 10:45:00 PM 5.946 0.945 235.134 11:00:00 AM 4.591 0.627 107.499 11:00:00 PM 5.932 1.036 259.422 11:15:00 AM 4.642 0.668 114.95 11:15:00 PM 5.784 0.949 229.377 11:30:00 AM 4.738 0.635 112.646 11:30:00 PM 5.57 0.819 185.177 11:45:00 AM 4.867 0.756 143.327 11:45:00 PM 5.509 0.924 205.483 Inches Feet/Sec GPM
Daily Avg: 5.170 0.759 170.540
Daily Min: 3.636 0 38.705
Daily Max: 7.283 1.39 460.571
Peak to Avg: 2.70
Thursday - A.M. 8/3/2023 Thursday - P.M. 8/3/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7066
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/4/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7066
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 5.32 0.786 169.035 12:00:00 PM 4.799 0.696 129.047 12:15:00 AM 5.155 0.742 152.691 12:15:00 PM 4.909 0.733 140.174 12:30:00 AM 5.022 0.703 134.824 12:30:00 PM 4.864 0.692 131.083 12:45:00 AM 4.81 0.631 117.604 12:45:00 PM 4.848 0.638 119.652 1:00:00 AM 4.625 0.645 113.597 1:00:00 PM 4.969 0.795 153.351 1:15:00 AM 4.563 0.605 104.243 1:15:00 PM 5.006 0.707 139.323 1:30:00 AM 4.476 0.525 85.872 1:30:00 PM 5.132 0.789 161.299 1:45:00 AM 4.317 0.516 82.444 1:45:00 PM 5.176 0.82 167.749 2:00:00 AM 4.141 0.541 80.023 2:00:00 PM 5.144 0.757 155.269 2:15:00 AM 4.005 0.386 55.49 2:15:00 PM 5.051 0.743 148.581 2:30:00 AM 3.934 0.403 56.367 2:30:00 PM 5.063 0.727 144.969 2:45:00 AM 3.893 0.383 52.261 2:45:00 PM 5.028 0.755 149.83 3:00:00 AM 3.839 0.42 56.761 3:00:00 PM 5.138 0.824 167.097 3:15:00 AM 3.749 0.409 53.446 3:15:00 PM 5.167 0.797 161.357 3:30:00 AM 3.837 0.345 46.225 3:30:00 PM 5.112 0.743 151.002 3:45:00 AM 3.791 0.4 53.063 3:45:00 PM 5.208 0.75 155.8 4:00:00 AM 3.78 0.375 49.225 4:00:00 PM 5.381 0.839 183.256 4:15:00 AM 3.787 0.391 51.756 4:15:00 PM 5.572 0.921 207.624 4:30:00 AM 3.741 0.363 46.596 4:30:00 PM 5.576 0.858 196.665 4:45:00 AM 3.853 0.486 65.088 4:45:00 PM 5.557 0.882 199.026 5:00:00 AM 3.907 0.415 57.57 5:00:00 PM 5.549 0.805 180.777 5:15:00 AM 3.914 0.472 65.304 5:15:00 PM 5.404 0.843 182.566 5:30:00 AM 3.985 0.504 70.992 5:30:00 PM 5.362 0.785 170.684 5:45:00 AM 4.103 0.543 80.735 5:45:00 PM 5.485 0.863 193.552 6:00:00 AM 4.048 0.512 74.64 6:00:00 PM 5.532 0.821 185.1 6:15:00 AM 3.98 0.466 66.338 6:15:00 PM 5.444 0.997 220.015 6:30:00 AM 6.967 1.116 349.292 6:30:00 PM 5.488 0.852 191.443 6:45:00 AM 7.261 1.328 439.681 6:45:00 PM 5.487 0.885 198.777 7:00:00 AM 7.245 1.302 425.982 7:00:00 PM 5.349 0.747 160.849 7:15:00 AM 7.173 1.285 418.377 7:15:00 PM 5.274 0.73 155.123 7:30:00 AM 7.125 1.257 405.74 7:30:00 PM 5.454 0.806 174.058 7:45:00 AM 7.047 1.248 395.568 7:45:00 PM 5.503 0.85 188.504 8:00:00 AM 6.976 1.213 373.227 8:00:00 PM 5.39 0.79 172.44 8:15:00 AM 6.885 1.149 353.73 8:15:00 PM 5.305 0.79 169.208 8:30:00 AM 6.746 1.199 359.079 8:30:00 PM 5.285 0.759 158.727 8:45:00 AM 6.748 1.275 380.725 8:45:00 PM 5.298 0.796 169.852 9:00:00 AM 6.68 1.221 360.626 9:00:00 PM 5.335 0.795 171.559 9:15:00 AM 6.578 1.126 321.201 9:15:00 PM 5.344 0.818 175.197 9:30:00 AM 6.45 1.095 308.219 9:30:00 PM 5.464 0.849 189.686 9:45:00 AM 4.871 0.65 114.841 9:45:00 PM 5.63 0.818 190.155 10:00:00 AM 4.645 0.663 117.704 10:00:00 PM 5.613 0.916 211.671 10:15:00 AM 4.624 0.665 116.9 10:15:00 PM 5.618 0.863 197.165 10:30:00 AM 4.586 0.627 108.675 10:30:00 PM 5.614 0.907 210.012 10:45:00 AM 4.66 0.689 120.969 10:45:00 PM 5.602 0.817 187.76 11:00:00 AM 4.659 0.729 128.293 11:00:00 PM 5.533 0.821 185.761 11:15:00 AM 4.745 0.728 133.214 11:15:00 PM 5.412 0.813 177.963 11:30:00 AM 4.727 0.692 125.978 11:30:00 PM 5.436 0.833 181.793 11:45:00 AM 4.764 0.648 119.161 11:45:00 PM 5.327 0.854 184.022 Inches Feet/Sec GPM
Daily Avg: 5.165 0.766 169.967
Daily Min: 3.741 0.345 46.225
Daily Max: 7.261 1.328 439.681
Peak to Avg: 2.59
Friday - A.M. 8/4/2023 Friday - P.M. 8/4/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7066
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/5/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7066
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 5.276 0.765 162.594 12:00:00 PM 5.439 0.827 183.493 12:15:00 AM 5.253 0.732 154.634 12:15:00 PM 5.474 0.808 180.798 12:30:00 AM 5.215 0.779 162.85 12:30:00 PM 5.683 0.862 201.402 12:45:00 AM 5.134 0.747 152.874 12:45:00 PM 5.703 0.881 206.915 1:00:00 AM 5.021 0.633 125.466 1:00:00 PM 5.671 0.887 208.258 1:15:00 AM 4.785 0.617 112.924 1:15:00 PM 5.659 0.864 200.052 1:30:00 AM 4.603 0.67 113.846 1:30:00 PM 5.692 0.881 208.431 1:45:00 AM 4.378 0.543 86.397 1:45:00 PM 5.688 0.832 196.494 2:00:00 AM 4.289 0.504 79.196 2:00:00 PM 5.702 0.816 193.294 2:15:00 AM 4.204 0.523 79.077 2:15:00 PM 5.725 0.885 207.675 2:30:00 AM 4.123 0.48 71.37 2:30:00 PM 5.74 0.887 212.208 2:45:00 AM 4.153 0.547 82.671 2:45:00 PM 5.66 0.816 191.489 3:00:00 AM 4.093 0.462 68.138 3:00:00 PM 5.616 0.866 200.296 3:15:00 AM 4.057 0.421 60.823 3:15:00 PM 5.559 0.771 174.97 3:30:00 AM 4.004 0.464 66.052 3:30:00 PM 5.637 0.817 190.526 3:45:00 AM 3.971 0.422 59.515 3:45:00 PM 5.609 0.773 179.094 4:00:00 AM 3.928 0.425 58.584 4:00:00 PM 5.592 0.865 199.462 4:15:00 AM 3.837 0.324 43.732 4:15:00 PM 5.597 0.815 186.936 4:30:00 AM 3.79 0.339 44.925 4:30:00 PM 5.517 0.837 184.598 4:45:00 AM 3.949 0.448 61.547 4:45:00 PM 5.473 0.766 168.599 5:00:00 AM 3.974 0.478 67.925 5:00:00 PM 5.504 0.838 187.145 5:15:00 AM 3.973 0.455 63.586 5:15:00 PM 5.502 0.914 205.621 5:30:00 AM 3.926 0.42 58 5:30:00 PM 5.545 0.922 208.617 5:45:00 AM 6.832 1.034 314.983 5:45:00 PM 5.582 0.814 187.314 6:00:00 AM 7.232 1.23 405.245 6:00:00 PM 5.636 0.914 211.336 6:15:00 AM 7.17 1.304 421.445 6:15:00 PM 5.661 0.823 190.628 6:30:00 AM 7.102 1.196 384.222 6:30:00 PM 5.548 0.788 179.783 6:45:00 AM 7.015 1.153 364.117 6:45:00 PM 5.351 0.751 160.643 7:00:00 AM 6.92 1.207 372.928 7:00:00 PM 5.382 0.752 162.232 7:15:00 AM 6.833 1.197 364.648 7:15:00 PM 5.378 0.802 171.962 7:30:00 AM 6.747 1.167 346.752 7:30:00 PM 5.337 0.719 154.523 7:45:00 AM 6.682 1.202 351.182 7:45:00 PM 5.377 0.709 151.784 8:00:00 AM 6.625 1.097 320.295 8:00:00 PM 5.346 0.718 153.992 8:15:00 AM 6.541 1.092 313.427 8:15:00 PM 5.206 0.695 143.94 8:30:00 AM 6.55 1.129 324.527 8:30:00 PM 5.233 0.655 136.014 8:45:00 AM 6.463 1.083 305.388 8:45:00 PM 5.255 0.715 150.601 9:00:00 AM 5.154 0.724 141.94 9:00:00 PM 5.155 0.738 151.196 9:15:00 AM 4.92 0.739 139.732 9:15:00 PM 5.239 0.738 153.698 9:30:00 AM 4.917 0.754 144.974 9:30:00 PM 5.362 0.754 163.956 9:45:00 AM 5.083 0.785 152.627 9:45:00 PM 5.404 0.771 169.246 10:00:00 AM 5.229 0.815 167.655 10:00:00 PM 5.315 0.698 149.938 10:15:00 AM 5.358 0.818 176.175 10:15:00 PM 5.305 0.845 178.026 10:30:00 AM 5.37 0.881 190.022 10:30:00 PM 5.324 0.808 172.335 10:45:00 AM 5.411 0.823 181.258 10:45:00 PM 5.281 0.73 155.282 11:00:00 AM 5.436 0.821 181.826 11:00:00 PM 5.185 0.667 137.811 11:15:00 AM 5.421 0.811 179.104 11:15:00 PM 5.346 0.754 163.187 11:30:00 AM 5.396 0.801 175.713 11:30:00 PM 5.596 0.802 182.132 11:45:00 AM 5.467 0.843 188.347 11:45:00 PM 5.458 0.817 182.119 Inches Feet/Sec GPM
Daily Avg: 5.366 0.785 179.713
Daily Min: 3.79 0.324 43.732
Daily Max: 7.232 1.304 421.445
Peak to Avg: 2.35
Saturday - A.M. 8/5/2023 Saturday - P.M. 8/5/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7066
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/6/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7066
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 5.349 0.779 168.797 12:00:00 PM 5.481 0.827 179.836 12:15:00 AM 5.279 0.703 145.976 12:15:00 PM 5.568 0.82 188.075 12:30:00 AM 5.079 0.614 118.85 12:30:00 PM 5.539 0.838 188.298 12:45:00 AM 4.877 0.624 116.471 12:45:00 PM 5.526 0.856 194.228 1:00:00 AM 4.771 0.601 110.299 1:00:00 PM 5.559 0.807 184.72 1:15:00 AM 4.705 0.657 118.805 1:15:00 PM 5.47 0.789 174.367 1:30:00 AM 4.623 0.555 97.778 1:30:00 PM 5.484 0.887 196.377 1:45:00 AM 4.58 0.63 108.275 1:45:00 PM 5.49 0.862 193.25 2:00:00 AM 4.495 0.538 90.152 2:00:00 PM 5.49 1.103 245.797 2:15:00 AM 4.407 0.52 85.642 2:15:00 PM 5.432 0.792 175.449 2:30:00 AM 4.348 0.531 85.438 2:30:00 PM 5.39 0.76 160.801 2:45:00 AM 4.288 0.495 78.363 2:45:00 PM 5.278 0.785 165.689 3:00:00 AM 4.234 0.456 70.172 3:00:00 PM 5.278 0.808 171.808 3:15:00 AM 4.117 0.422 63.067 3:15:00 PM 5.275 0.837 177.785 3:30:00 AM 4.069 0.436 64.067 3:30:00 PM 5.333 0.78 168.249 3:45:00 AM 4.005 0.43 61.777 3:45:00 PM 5.313 0.83 176.685 4:00:00 AM 3.877 0.401 54.583 4:00:00 PM 5.33 0.858 183.718 4:15:00 AM 3.873 0.474 64.819 4:15:00 PM 5.521 0.85 192.568 4:30:00 AM 3.826 0.373 53.496 4:30:00 PM 5.565 0.877 199.232 4:45:00 AM 3.742 0.344 48.583 4:45:00 PM 5.512 0.893 201.844 5:00:00 AM 3.689 0.349 44.517 5:00:00 PM 5.463 0.861 188.417 5:15:00 AM 3.632 0.279 34.83 5:15:00 PM 5.51 0.833 188.187 5:30:00 AM 3.632 0.338 42.001 5:30:00 PM 5.45 0.857 189.423 5:45:00 AM 6.251 0.956 257.672 5:45:00 PM 5.418 0.929 204.785 6:00:00 AM 7.1 1.283 412.128 6:00:00 PM 5.473 0.849 188.871 6:15:00 AM 7.088 1.262 404.552 6:15:00 PM 5.499 0.891 200.777 6:30:00 AM 7.042 1.278 398.119 6:30:00 PM 5.49 0.762 170.547 6:45:00 AM 6.881 1.204 370.439 6:45:00 PM 5.564 0.861 197.191 7:00:00 AM 6.777 1.208 364.008 7:00:00 PM 5.539 0.873 198.474 7:15:00 AM 6.754 1.19 356.951 7:15:00 PM 5.549 0.844 191.03 7:30:00 AM 6.709 1.195 352.521 7:30:00 PM 5.583 0.835 192.131 7:45:00 AM 6.699 1.232 361.126 7:45:00 PM 5.746 0.923 221.273 8:00:00 AM 6.602 1.132 327.9 8:00:00 PM 5.774 0.868 209.441 8:15:00 AM 6.546 1.158 329.616 8:15:00 PM 5.778 0.934 225.543 8:30:00 AM 6.485 1.125 318.16 8:30:00 PM 5.91 0.952 237.108 8:45:00 AM 6.486 1.083 305.474 8:45:00 PM 5.943 1.003 251.077 9:00:00 AM 5.365 0.708 147.683 9:00:00 PM 5.954 1.103 277.661 9:15:00 AM 4.73 0.667 118.886 9:15:00 PM 6.181 1.033 268.041 9:30:00 AM 5.062 0.826 165.627 9:30:00 PM 6.191 1.004 266.127 9:45:00 AM 5.163 0.838 171.363 9:45:00 PM 6.211 1.052 280.329 10:00:00 AM 5.218 0.796 166.52 10:00:00 PM 6.211 1.017 271.707 10:15:00 AM 5.167 0.806 164.203 10:15:00 PM 6.333 1.086 297.048 10:30:00 AM 5.221 0.802 167.309 10:30:00 PM 6.247 1.024 275.798 10:45:00 AM 5.334 0.884 190.85 10:45:00 PM 6.146 0.934 243.239 11:00:00 AM 5.462 0.877 193.429 11:00:00 PM 6.129 1.023 267.173 11:15:00 AM 5.51 0.839 189.548 11:15:00 PM 5.974 0.939 234.441 11:30:00 AM 5.492 0.885 198.822 11:30:00 PM 5.85 0.79 191.358 11:45:00 AM 5.488 0.87 193.288 11:45:00 PM 5.622 1.123 261.09 Inches Feet/Sec GPM
Daily Avg: 5.435 0.831 194.644
Daily Min: 3.632 0.279 34.83
Daily Max: 7.1 1.283 412.128
Peak to Avg: 2.12
Sunday - A.M. 8/6/2023 Sunday - P.M. 8/6/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7066
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/7/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7066
Time Level Velocity Velocity Time Level Velocity Flow
12:10:00 AM 5.49 0.833 183.921 12:00:00 PM 4.641 0.657 116.236 12:15:00 AM 5.24 0.754 158.699 12:15:00 PM 4.678 0.656 117.666 12:30:00 AM 5.038 0.626 124.725 12:30:00 PM 4.725 0.702 127.627 12:45:00 AM 4.841 0.653 122.845 12:45:00 PM 4.793 0.675 125.339 1:00:00 AM 4.656 0.534 90.929 1:00:00 PM 4.851 0.773 145.98 1:15:00 AM 4.461 0.512 84.578 1:15:00 PM 4.766 0.661 120.019 1:30:00 AM 4.287 0.471 74.586 1:30:00 PM 4.61 0.607 105.649 1:45:00 AM 4.191 0.472 72.37 1:45:00 PM 4.626 0.576 99.975 2:00:00 AM 4.076 0.461 66.743 2:00:00 PM 4.707 0.667 117.524 2:15:00 AM 4.011 0.531 76.371 2:15:00 PM 4.789 0.641 118.749 2:30:00 AM 3.919 0.406 55.55 2:30:00 PM 4.727 0.609 108.661 2:45:00 AM 3.782 0.353 46.012 2:45:00 PM 4.701 0.593 106.766 3:00:00 AM 3.668 0.308 38.937 3:00:00 PM 4.689 0.668 119.922 3:15:00 AM 3.638 0.31 38.486 3:15:00 PM 4.722 0.603 109.631 3:30:00 AM 3.605 0 33.185 3:30:00 PM 4.786 0.695 128.718 3:45:00 AM 3.676 0.307 38.657 3:45:00 PM 4.882 0.727 138.505 4:00:00 AM 3.675 0.356 45.114 4:00:00 PM 4.953 0.727 141.224 4:15:00 AM 3.73 0.384 48.92 4:15:00 PM 5.042 0.726 144.664 4:30:00 AM 3.875 0.399 53.232 4:30:00 PM 5.188 0.745 153.439 4:45:00 AM 4.023 0.436 63.051 4:45:00 PM 5.175 0.724 147.528 5:00:00 AM 4.034 0.427 62.001 5:00:00 PM 5.247 0.793 166.446 5:15:00 AM 4.161 0.504 73.955 5:15:00 PM 5.22 0.876 181.985 5:30:00 AM 4.193 0.521 79.042 5:30:00 PM 5.209 0.811 169.276 5:45:00 AM 4.195 0.554 84.332 5:45:00 PM 5.212 0.747 154.358 6:00:00 AM 4.193 0.536 82.235 6:00:00 PM 5.251 0.772 162.926 6:15:00 AM 4.268 0.547 85.354 6:15:00 PM 5.392 0.757 164.22 6:30:00 AM 7.215 1.171 375.412 6:30:00 PM 5.562 0.855 195.798 6:45:00 AM 7.279 1.365 453.424 6:45:00 PM 5.565 0.873 200.047 7:00:00 AM 7.362 1.319 441.088 7:00:00 PM 5.38 0.771 167.277 7:15:00 AM 7.442 1.431 490.153 7:15:00 PM 5.478 0.814 180.321 7:30:00 AM 7.306 1.353 451.888 7:30:00 PM 5.625 0.859 199.746 7:45:00 AM 7.264 1.314 435.541 7:45:00 PM 5.687 0.83 195.662 8:00:00 AM 7.277 1.332 437.008 8:00:00 PM 5.648 0.894 208.971 8:15:00 AM 7.179 1.25 407.434 8:15:00 PM 5.647 0.834 195.111 8:30:00 AM 7.048 1.239 388.564 8:30:00 PM 5.609 0.783 181.341 8:45:00 AM 6.834 1.22 367.652 8:45:00 PM 5.592 1.018 233.83 9:00:00 AM 6.746 1.173 351.104 9:00:00 PM 5.657 0.809 188.027 9:15:00 AM 6.569 1.149 331.663 9:15:00 PM 5.866 0.932 226.348 9:30:00 AM 6.472 1.105 312.567 9:30:00 PM 5.971 0.929 234.943 9:45:00 AM 5.004 0.724 142.863 9:45:00 PM 6.104 0.912 237.728 10:00:00 AM 4.727 0.702 127.549 10:00:00 PM 6.196 1.158 308.163 10:15:00 AM 4.663 0.7 124.096 10:15:00 PM 6.16 0.914 240.806 10:30:00 AM 4.688 0.592 106.438 10:30:00 PM 6.051 0.928 238.956 10:45:00 AM 4.689 0.721 128.237 10:45:00 PM 5.964 0.913 222.718 11:00:00 AM 4.637 0.667 116.098 11:00:00 PM 5.764 0.906 215.496 11:15:00 AM 4.667 0.602 107.601 11:15:00 PM 5.655 0.865 202.705 11:30:00 AM 4.707 0.681 123.215 11:30:00 PM 5.439 0.845 187.443 11:45:00 AM 4.668 0.716 127.519 11:45:00 PM 5.25 0.888 187.454 Inches Feet/Sec GPM
Daily Avg: 5.172 0.754 171.463
Daily Min: 3.605 0 33.185
Daily Max: 7.442 1.431 490.153
Peak to Avg: 2.86
Monday - A.M. 8/7/2023 Monday - P.M. 8/7/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7066
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/8/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7066
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 5.081 0.732 147.493 12:00:00 PM 4.64 0.662 116.251 12:15:00 AM 4.979 0.744 145.695 12:15:00 PM 4.878 0.751 142.936 12:30:00 AM 4.878 0.625 114.526 12:30:00 PM 4.843 0.651 122.532 12:45:00 AM 4.69 0.539 96.942 12:45:00 PM 4.794 0.734 135.719 1:00:00 AM 4.521 0.546 93.182 1:00:00 PM 4.851 0.695 130.211 1:15:00 AM 4.322 0.489 75.389 1:15:00 PM 4.911 0.731 140.453 1:30:00 AM 4.167 0.471 70.538 1:30:00 PM 4.869 0.685 128.825 1:45:00 AM 4.132 0.487 72.618 1:45:00 PM 4.906 0.674 129.333 2:00:00 AM 4.096 0.494 71.311 2:00:00 PM 4.881 0.657 124.694 2:15:00 AM 3.999 0.5 70.839 2:15:00 PM 4.798 0.581 106.993 2:30:00 AM 3.921 0.356 49.191 2:30:00 PM 4.742 0.644 117.748 2:45:00 AM 3.896 0.428 59.001 2:45:00 PM 4.729 0.664 120.033 3:00:00 AM 3.884 0.366 50.125 3:00:00 PM 4.71 0.607 109.544 3:15:00 AM 3.865 0.388 52.627 3:15:00 PM 4.678 0.629 112.682 3:30:00 AM 3.87 0.418 56.734 3:30:00 PM 4.712 0.638 113.567 3:45:00 AM 3.796 0.374 49.032 3:45:00 PM 4.691 0.598 107.632 4:00:00 AM 3.727 0.39 50.374 4:00:00 PM 4.882 0.657 120.408 4:15:00 AM 3.729 0.346 44.818 4:15:00 PM 4.971 0.713 139.321 4:30:00 AM 3.774 0.435 56.704 4:30:00 PM 5.111 0.727 147.8 4:45:00 AM 3.81 0.399 52.075 4:45:00 PM 5.229 0.759 159.345 5:00:00 AM 3.903 0.368 49.917 5:00:00 PM 5.275 0.769 162.789 5:15:00 AM 4.181 0.503 76.671 5:15:00 PM 5.286 0.818 171.979 5:30:00 AM 4.159 0.541 82.06 5:30:00 PM 5.465 0.847 185.872 5:45:00 AM 4.176 0.469 70.311 5:45:00 PM 5.451 0.907 201.8 6:00:00 AM 4.177 0.462 70.161 6:00:00 PM 5.484 0.949 213.026 6:15:00 AM 4.209 0.498 76.649 6:15:00 PM 5.558 0.907 207.313 6:30:00 AM 4.209 0.518 79.84 6:30:00 PM 5.529 0.875 198.298 6:45:00 AM 4.61 0.757 132.827 6:45:00 PM 5.64 0.887 204.114 7:00:00 AM 7.202 1.274 413.003 7:00:00 PM 5.626 0.856 199.181 7:15:00 AM 7.329 1.249 412.979 7:15:00 PM 5.365 0.787 168.058 7:30:00 AM 7.322 1.253 419.665 7:30:00 PM 5.413 0.86 189.564 7:45:00 AM 7.284 1.343 442.312 7:45:00 PM 5.559 0.942 213.933 8:00:00 AM 7.326 1.351 448.783 8:00:00 PM 5.602 1.022 236.242 8:15:00 AM 7.217 1.301 427.199 8:15:00 PM 5.559 0.833 189.048 8:30:00 AM 7.098 1.28 410.859 8:30:00 PM 5.6 0.886 204.327 8:45:00 AM 6.92 1.254 388.873 8:45:00 PM 5.646 0.878 203.539 9:00:00 AM 6.749 1.181 351.148 9:00:00 PM 5.664 0.833 195.567 9:15:00 AM 6.632 1.148 333.605 9:15:00 PM 5.815 0.973 237.07 9:30:00 AM 6.534 1.137 323.139 9:30:00 PM 6.089 0.929 241.434 9:45:00 AM 6.44 1.118 313.688 9:45:00 PM 6.045 1.046 265.263 10:00:00 AM 6.425 1.107 309.913 10:00:00 PM 6.234 0.989 265.556 10:15:00 AM 5.378 0.701 153.096 10:15:00 PM 6.254 1.142 306.426 10:30:00 AM 4.591 0.618 107.356 10:30:00 PM 6.2 1.044 277.985 10:45:00 AM 4.557 0.584 99.481 10:45:00 PM 6.018 0.881 225.256 11:00:00 AM 4.519 0.656 111.913 11:00:00 PM 5.907 0.928 231.153 11:15:00 AM 4.547 0.624 105.897 11:15:00 PM 5.597 0.965 217.864 11:30:00 AM 4.587 0.658 113.934 11:30:00 PM 5.439 0.834 184.947 11:45:00 AM 4.567 0.643 109.57 11:45:00 PM 5.367 0.757 164.715 Inches Feet/Sec GPM
Daily Avg: 5.162 0.760 171.104
Daily Min: 3.727 0.346 44.818
Daily Max: 7.329 1.351 448.783
Peak to Avg: 2.62
Tuesday - A.M. 8/8/2023 Tuesday - P.M. 8/8/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7066
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/9/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Sewer Line Flow Study Summary
Maximum Level Maximum Flow Rate Maximum Velocity
Average:

Maximum:

Minimum:

0.721

1.445

0.00 Velocity - Feet per Second
Average:

Maximum:

Minimum:

Max d/D:

4.953

7.471

3.042

35.6%
Level - Inches
Average:

Maximum::

Minimum:

Peak to Average
153.255
490.153

19.542

3.04 Flow Rate - Gallons Per Minute
Project: City of McFarland, Sewer Flow Study
Location: MH-7066
Pipe Size: 21” VCP
Time Period: 7/26/2023, 12:00 a.m. - 8/9/2023, 12:00 a.m.

Sewer Line Daily Totals
Daily Totals - US Gallons
Project: City of McFarland, Sewer Flow Study
Location: MH-7066
Pipe Size: 21” VCP
Time Period: 7/26/2023, 12:00 a.m. - 8/9/2023, 12:00 a.m.

Date: Gallons:
7/26/2023 208,485
7/27/2023 202,678
7/28/2023 210,284
7/29/2023 195,480
7/30/2023 216,410
7/31/2023 211,535
8/1/2023 172,451
8/2/2023 239,273
8/3/2023 230,025
8/4/2023 229,634
8/5/2023 241,812
8/6/2023 180,898
8/7/2023 159,533
8/8/2023 231,836
8/9/2023 230,166
Total Recorded Flow (15 Days) 3,310,300

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7066
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 5.238 0.852 177.341 12:00:00 PM 4.549 0.601 103.328 12:15:00 AM 5.181 0.724 148.103 12:15:00 PM 4.585 0.596 103.742 12:30:00 AM 4.941 0.687 132.979 12:30:00 PM 4.767 0.639 117.72 12:45:00 AM 4.597 0.578 98.952 12:45:00 PM 4.69 0.69 124.109 1:00:00 AM 4.436 0.517 85.628 1:00:00 PM 4.62 0.595 104.75 1:15:00 AM 4.3 0.531 83.867 1:15:00 PM 4.669 0.628 112.304 1:30:00 AM 4.23 0.535 83.112 1:30:00 PM 4.764 0.62 114.12 1:45:00 AM 4.103 0.528 77.914 1:45:00 PM 4.73 0.647 115.919 2:00:00 AM 4.07 0.502 73.745 2:00:00 PM 4.724 0.665 120.134 2:15:00 AM 4.047 0.461 67.178 2:15:00 PM 4.795 0.63 116.392 2:30:00 AM 3.963 0.442 60.251 2:30:00 PM 4.783 0.652 120.577 2:45:00 AM 3.823 0.404 54.062 2:45:00 PM 4.603 0.641 112.246 3:00:00 AM 3.719 0.439 56.131 3:00:00 PM 4.673 0.647 115.849 3:15:00 AM 3.666 0.377 47.606 3:15:00 PM 4.72 0.607 109.07 3:30:00 AM 3.65 0.288 36.152 3:30:00 PM 4.914 0.719 133.141 3:45:00 AM 3.66 0 36.299 3:45:00 PM 4.954 0.755 146.734 4:00:00 AM 3.652 0.328 41.298 4:00:00 PM 5.004 0.719 141.446 4:15:00 AM 3.643 0.185 37.139 4:15:00 PM 5.066 0.736 144.979 4:30:00 AM 3.659 0.251 31.439 4:30:00 PM 5.186 0.745 154.604 4:45:00 AM 3.754 0.351 45.679 4:45:00 PM 5.238 0.809 168.494 5:00:00 AM 3.902 0.453 62.725 5:00:00 PM 5.356 0.788 169.038 5:15:00 AM 4.04 0.48 67.235 5:15:00 PM 5.364 0.754 163.967 5:30:00 AM 4.206 0.472 71.721 5:30:00 PM 5.488 0.912 204.802 5:45:00 AM 4.3 0.592 92.579 5:45:00 PM 5.535 0.861 192.72 6:00:00 AM 4.381 0.606 98.991 6:00:00 PM 5.599 0.875 200.178 6:15:00 AM 4.406 0.616 101.363 6:15:00 PM 5.593 0.847 195.366 6:30:00 AM 4.324 0.533 85.45 6:30:00 PM 5.574 0.868 199.334 6:45:00 AM 6.847 1.135 346.92 6:45:00 PM 5.428 0.886 196.049 7:00:00 AM 7.291 1.345 447.981 7:00:00 PM 5.392 0.957 209.644 7:15:00 AM 7.332 1.336 448.324 7:15:00 PM 5.445 0.873 191.868 7:30:00 AM 7.301 1.402 467.576 7:30:00 PM 5.404 0.831 182.562 7:45:00 AM 7.343 1.359 450.827 7:45:00 PM 5.415 0.809 176.895 8:00:00 AM 7.281 1.348 448.04 8:00:00 PM 5.378 0.795 171.499 8:15:00 AM 7.166 1.338 432.389 8:15:00 PM 5.514 0.838 187.548 8:30:00 AM 7.07 1.294 409.658 8:30:00 PM 5.562 0.828 187.687 8:45:00 AM 6.977 1.302 408.298 8:45:00 PM 5.61 0.925 214.234 9:00:00 AM 6.831 1.264 385.007 9:00:00 PM 5.611 0.885 203.7 9:15:00 AM 6.678 1.097 323.957 9:15:00 PM 5.819 0.895 209.741 9:30:00 AM 6.479 1.168 330.714 9:30:00 PM 6.069 1.003 248.882 9:45:00 AM 6.378 1.101 305.195 9:45:00 PM 6.177 1.121 294.01 10:00:00 AM 6.036 0.906 232.459 10:00:00 PM 6.134 1.007 264.32 10:15:00 AM 4.533 0.595 101.482 10:15:00 PM 6.088 0.997 255.839 10:30:00 AM 4.522 0.633 106.309 10:30:00 PM 6.11 0.932 236.018 10:45:00 AM 4.442 0.62 103.24 10:45:00 PM 6.134 1.012 264.729 11:00:00 AM 4.546 0.602 103.444 11:00:00 PM 6.042 0.934 234.861 11:15:00 AM 4.529 0.603 103.274 11:15:00 PM 5.847 0.883 209.779 11:30:00 AM 4.576 0.607 104.584 11:30:00 PM 5.556 0.876 200.313 11:45:00 AM 4.568 0.641 110.728 11:45:00 PM 5.339 0.728 157.242 Inches Feet/Sec GPM
Daily Avg: 5.158 0.756 172.110
Daily Min: 3.643 0 31.439
Daily Max: 7.343 1.402 467.576
Peak to Avg: 2.72
Tuesday - A.M. 8/8/2023 Tuesday - P.M. 8/8/2023

1868 Palma Drive, Suite I, Ventura, CA 93003 www.goldcoastenv.com 805.498.3811 ph.

Manhole - Layout

CITY OF MCFARLAND - SEWER FLOW STUDY
MH Location: MH-7084
778 Taylor Ave
McFarland, CA 93250

Pipe Size: 12” VCP
Time Period: 7/26/2023 - 12:00 a.m. to
8/9/2023 - 12:00 a.m.

GPS: 35.667140, -119.240147
Equipment
N
Manhole
E
Gold G C Coast Environmental
E Specializing in process instrumentation and calibration.

G C
Teledyne Isco 2150 Area Velocity Flow Meter with 10’
measuring range:

Level Measurement:
 Method - Submerged pressure transducer mounted in
the flow stream
 Transducer Type - Differential linear integrated circuit pressure transducer
 Range (standard) 0.033 to 10 ft (0.010 to 3.05 m);
Maximum Allowable Level 34 ft (10.5 m)
 Accuracy ±0.01 ft from 0.033 to 10 ft, (±0.003 m from

0.01 to 3.05 m,)
 Long-Term Stability ±0.023 ft/yr (±0.007 m/yr)
 Compensated Range 32° to 122°F (0° to 50°C)
Velocity Measurement:
 Method - Doppler ultrasonic, frequency 500 kHz
 Typical Minimum Depth 0.08 ft (25 mm)
 Range -5 to +20 ft/s (-1.5 to +6.1 m/s)
 Accuracy (in water with uniform velocity profile, speed of sound = 4850 ft/s, for indicated velocity range)
±0.1 ft/s from -5 to 5 ft/s (±0.03 m/s from—

1.5 to +1.5 m/s)
 ±2% of reading from 5 to 20 ft/s (1.5 to 6.1 m/s)
Method Of Insertion:
 12 inch line does not require confined space entry for installation of ring and transducer.

Flow

Project: City of McFarland - Sewer Flow Study
Location: MH-7084
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/26/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7084
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 PM 2.796 1.389 86.692
12:15:00 AM 2.632 1.262 72.232 12:15:00 PM 2.852 1.312 82.514 12:30:00 AM 2.39 1.05 50.8 12:30:00 PM 2.855 1.473 94.673 12:45:00 AM 2.153 1.212 52.04 12:45:00 PM 2.918 1.327 87.966 1:00:00 AM 2.174 1.195 48.965 1:00:00 PM 2.998 1.469 100.706 1:15:00 AM 1.978 1.054 39.025 1:15:00 PM 2.992 1.534 101.846 1:30:00 AM 1.822 0.99 33.41 1:30:00 PM 3.005 1.433 98.988 1:45:00 AM 1.875 1.036 35.5 1:45:00 PM 2.874 1.335 86.304 2:00:00 AM 1.83 1.182 37.245 2:00:00 PM 2.775 1.341 80.908 2:15:00 AM 1.864 1.085 37.534 2:15:00 PM 2.784 1.208 74.928 2:30:00 AM 1.778 1.077 35.07 2:30:00 PM 2.785 1.389 84.037 2:45:00 AM 1.668 0.981 27.766 2:45:00 PM 2.877 1.489 96.28 3:00:00 AM 1.611 1.077 29.617 3:00:00 PM 2.91 1.227 81.007 3:15:00 AM 1.526 0.99 25.535 3:15:00 PM 3.084 1.329 91.012 3:30:00 AM 1.509 0.916 23.298 3:30:00 PM 3.215 1.38 103.928 3:45:00 AM 1.562 0.978 24.303 3:45:00 PM 3.156 1.36 99.878 4:00:00 AM 1.572 1 26.754 4:00:00 PM 3.279 1.546 109.247 4:15:00 AM 1.76 1.243 37.639 4:15:00 PM 3.2 1.354 99.639 4:30:00 AM 2.025 1.121 40.756 4:30:00 PM 3.289 1.489 113.705 4:45:00 AM 2.036 1.149 45.501 4:45:00 PM 3.214 1.393 105.764 5:00:00 AM 2.064 1.18 45.226 5:00:00 PM 3.396 1.817 147.212 5:15:00 AM 2.017 1.061 41.073 5:15:00 PM 3.327 1.537 122.436 5:30:00 AM 2.109 1.209 49.082 5:30:00 PM 3.252 1.501 109.385 5:45:00 AM 2.055 1.22 48.877 5:45:00 PM 3.247 1.504 115.808 6:00:00 AM 2.121 1.239 51.823 6:00:00 PM 3.251 1.562 114.5 6:15:00 AM 2.081 1.307 48.055 6:15:00 PM 3.177 1.424 106.41 6:30:00 AM 1.946 1.381 49.852 6:30:00 PM 3.192 1.481 111.371 6:45:00 AM 2.247 1.171 53.353 6:45:00 PM 3.226 1.37 104.543 7:00:00 AM 2.366 1.197 58.64 7:00:00 PM 3.299 1.36 103.822 7:15:00 AM 2.391 1.378 67.795 7:15:00 PM 3.239 1.565 120.116 7:30:00 AM 2.321 1.32 63.162 7:30:00 PM 3.249 1.508 116.057 7:45:00 AM 2.369 1.358 66.916 7:45:00 PM 3.34 1.545 122.19 8:00:00 AM 2.332 1.179 55.991 8:00:00 PM 3.274 1.4 108.019 8:15:00 AM 2.231 1.29 58.276 8:15:00 PM 3.324 1.563 121.142 8:30:00 AM 2.29 1.29 59.349 8:30:00 PM 3.271 1.415 108.816 8:45:00 AM 2.156 1.194 50.322 8:45:00 PM 3.482 1.473 121.352 9:00:00 AM 2.177 1.148 48.613 9:00:00 PM 3.571 1.53 130.631 9:15:00 AM 2.207 1.237 53.103 9:15:00 PM 3.512 1.464 121.72 9:30:00 AM 2.088 1.1 44.016 9:30:00 PM 3.913 1.807 173.348 9:45:00 AM 2.311 1.198 54.329 9:45:00 PM 3.969 1.535 156.191 10:00:00 AM 2.338 1.237 59.604 10:00:00 PM 3.809 1.631 156.448 10:15:00 AM 2.303 1.218 57.399 10:15:00 PM 3.793 1.574 150.539 10:30:00 AM 2.27 1.281 58.416 10:30:00 PM 3.578 1.581 139.467 10:45:00 AM 2.544 1.495 81.539 10:45:00 PM 3.552 1.633 141.645 11:00:00 AM 2.447 1.283 63.181 11:00:00 PM 3.55 1.621 139.678 11:15:00 AM 2.636 1.28 69.902 11:15:00 PM 3.397 1.384 112.621 11:30:00 AM 2.696 1.504 89.093 11:30:00 PM 3.218 1.413 107.524 11:45:00 AM 2.664 1.307 76.104 11:45:00 PM 2.987 1.207 79.942 Inches Feet/Sec GPM
Daily Avg: 2.682 1.327 80.937
Daily Min: 1.509 0.916 23.298
Daily Max: 3.969 1.817 173.348
Peak to Avg: 2.14
Wednesday - A.M. 7/26/2023 Wednesday - P.M. 7/26/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7084
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/27/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7084
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 2.855 1.284 81.268 12:00:00 PM 2.784 1.597 94.323 12:15:00 AM 2.578 1.232 68.493 12:15:00 PM 2.712 1.403 80.147 12:30:00 AM 2.562 1.275 70.041 12:30:00 PM 2.629 1.404 77.603 12:45:00 AM 2.433 1.31 65.044 12:45:00 PM 2.787 1.321 82.051 1:00:00 AM 2.245 1.172 53.475 1:00:00 PM 2.674 1.359 78.507 1:15:00 AM 2.256 1.197 52.506 1:15:00 PM 2.864 1.452 91.519 1:30:00 AM 1.971 1.12 42.32 1:30:00 PM 2.939 1.32 85.805 1:45:00 AM 1.934 1.009 37.111 1:45:00 PM 2.936 1.329 86.231 2:00:00 AM 1.781 1.074 35.085 2:00:00 PM 2.983 1.333 90.829 2:15:00 AM 1.706 0.963 27.907 2:15:00 PM 2.98 1.386 92.457 2:30:00 AM 1.681 0.956 28.467 2:30:00 PM 2.958 1.406 92.988 2:45:00 AM 1.559 0.987 26.562 2:45:00 PM 3.195 1.352 99.646 3:00:00 AM 1.472 1.167 28.878 3:00:00 PM 3.028 1.427 99.639 3:15:00 AM 1.583 0.956 24.032 3:15:00 PM 3.047 1.498 98.123 3:30:00 AM 1.596 0.987 27.121 3:30:00 PM 3.095 1.363 98.141 3:45:00 AM 1.591 1.024 28.401 3:45:00 PM 3.153 1.385 101.682 4:00:00 AM 1.564 0.916 24.738 4:00:00 PM 3.267 1.466 110.269 4:15:00 AM 1.616 0.952 27.002 4:15:00 PM 3.213 1.467 111.323 4:30:00 AM 1.718 1.073 33.188 4:30:00 PM 3.313 1.715 131.449 4:45:00 AM 1.924 1.071 39.083 4:45:00 PM 3.524 1.507 125.206 5:00:00 AM 1.978 1.102 40.358 5:00:00 PM 3.455 1.506 126.528 5:15:00 AM 2.082 1.171 47.911 5:15:00 PM 3.429 1.456 120.996 5:30:00 AM 1.99 1.09 41.394 5:30:00 PM 3.353 1.454 114.814 5:45:00 AM 1.978 1.125 40.92 5:45:00 PM 3.363 1.501 121.461 6:00:00 AM 2.166 1.164 48.417 6:00:00 PM 3.5 1.48 123.28 6:15:00 AM 2.01 1.25 46.189 6:15:00 PM 3.423 1.545 122.807 6:30:00 AM 1.994 1.102 42.375 6:30:00 PM 3.414 1.356 112.046 6:45:00 AM 2.231 1.263 54.466 6:45:00 PM 3.413 1.429 117.163 7:00:00 AM 2.199 1.172 51.885 7:00:00 PM 3.391 1.544 126.376 7:15:00 AM 2.421 1.279 63.232 7:15:00 PM 3.376 1.432 115.292 7:30:00 AM 2.433 1.273 64.341 7:30:00 PM 3.321 1.604 127.464 7:45:00 AM 2.606 1.366 75.201 7:45:00 PM 3.371 1.576 127.923 8:00:00 AM 2.458 1.28 64.62 8:00:00 PM 3.275 1.579 120.202 8:15:00 AM 2.481 1.201 63.197 8:15:00 PM 3.197 1.316 96.469 8:30:00 AM 2.412 1.233 62.336 8:30:00 PM 3.095 1.34 96.5 8:45:00 AM 2.22 1.161 52.014 8:45:00 PM 3.022 1.311 89.814 9:00:00 AM 2.264 1.227 56.657 9:00:00 PM 3.3 1.557 122.662 9:15:00 AM 2.331 1.198 57.635 9:15:00 PM 3.53 1.67 139.31 9:30:00 AM 2.341 1.277 60.208 9:30:00 PM 3.554 1.64 143.323 9:45:00 AM 2.432 1.293 66.151 9:45:00 PM 3.658 1.495 135.916 10:00:00 AM 2.5 1.295 68.641 10:00:00 PM 3.816 1.677 155.051 10:15:00 AM 2.537 1.26 63.693 10:15:00 PM 3.803 1.571 147.437 10:30:00 AM 2.349 1.278 62.086 10:30:00 PM 3.781 1.57 142.685 10:45:00 AM 2.466 1.315 68.611 10:45:00 PM 3.869 1.511 146.248 11:00:00 AM 2.709 1.473 87.883 11:00:00 PM 3.438 1.428 117.144 11:15:00 AM 2.771 1.307 77.263 11:15:00 PM 3.377 1.356 110.305 11:30:00 AM 2.646 1.231 70.649 11:30:00 PM 2.992 1.367 87.121 11:45:00 AM 2.951 1.432 96.439 11:45:00 PM 2.988 1.375 94.23 Inches Feet/Sec GPM
Daily Avg: 2.709 1.320 81.713
Daily Min: 1.472 0.916 24.032
Daily Max: 3.869 1.715 155.051
Peak to Avg: 1.90
Thursday - A.M. 7/27/2023 Thursday - P.M. 7/27/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7084
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/28/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7084
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 2.78 1.254 73.276 12:00:00 PM 2.953 1.37 90.147 12:15:00 AM 2.612 1.257 68.996 12:15:00 PM 3.134 1.43 104.453 12:30:00 AM 2.38 1.37 66.037 12:30:00 PM 2.952 1.468 98.916 12:45:00 AM 2.362 1.149 56.347 12:45:00 PM 2.877 1.287 81.807 1:00:00 AM 2.36 1.19 58.28 1:00:00 PM 2.94 1.296 86.829 1:15:00 AM 2.387 1.28 63.706 1:15:00 PM 2.949 1.396 93.902 1:30:00 AM 2.125 1.173 48.75 1:30:00 PM 2.905 1.364 89.854 1:45:00 AM 2.132 1.134 48.033 1:45:00 PM 2.943 1.38 92.546 2:00:00 AM 2.038 1.046 40.777 2:00:00 PM 2.932 1.406 93.801 2:15:00 AM 2.037 1.166 46.24 2:15:00 PM 3.062 1.331 93.411 2:30:00 AM 1.907 1.082 39.017 2:30:00 PM 3.014 1.458 99.157 2:45:00 AM 1.749 1.032 32.804 2:45:00 PM 2.924 1.377 91.52 3:00:00 AM 1.664 0.963 28.501 3:00:00 PM 3.034 1.306 91.493 3:15:00 AM 1.693 1.011 30.682 3:15:00 PM 3.02 1.619 112.615 3:30:00 AM 1.737 1.022 31.251 3:30:00 PM 3.103 1.533 109.491 3:45:00 AM 1.795 1.057 33.048 3:45:00 PM 3.021 1.281 88.641 4:00:00 AM 1.609 0.982 27.649 4:00:00 PM 3.193 1.537 106.573 4:15:00 AM 1.679 1.059 28.902 4:15:00 PM 3.263 1.315 100.472 4:30:00 AM 1.542 1.028 26.93 4:30:00 PM 3.201 1.394 105.1 4:45:00 AM 1.834 1.075 36.638 4:45:00 PM 3.313 1.517 117.047 5:00:00 AM 1.964 1.223 42.368 5:00:00 PM 3.377 1.645 132.092 5:15:00 AM 2.11 1.106 46.139 5:15:00 PM 3.234 1.44 103.078 5:30:00 AM 2.198 1.103 48.783 5:30:00 PM 2.974 1.512 99.084 5:45:00 AM 2.158 1.248 53.798 5:45:00 PM 2.948 1.359 91.395 6:00:00 AM 2.192 1.269 55.923 6:00:00 PM 3.246 1.482 112.543 6:15:00 AM 2.17 1.13 47.462 6:15:00 PM 3.192 1.418 106.619 6:30:00 AM 2.017 1.125 44.006 6:30:00 PM 3.195 1.417 106.614 6:45:00 AM 2.111 1.263 51.217 6:45:00 PM 3.256 1.409 104.954 7:00:00 AM 2.19 1.233 52.425 7:00:00 PM 3.214 1.527 112.396 7:15:00 AM 2.258 1.219 52.351 7:15:00 PM 3.283 1.591 124.469 7:30:00 AM 2.416 1.237 62.128 7:30:00 PM 3.185 1.473 110.463 7:45:00 AM 2.418 1.282 64.302 7:45:00 PM 3.08 1.379 98.574 8:00:00 AM 2.414 1.309 65.221 8:00:00 PM 2.975 1.476 97.797 8:15:00 AM 2.438 1.371 68.637 8:15:00 PM 2.98 1.2 79.247 8:30:00 AM 2.426 1.291 56.436 8:30:00 PM 3.03 1.38 96.469 8:45:00 AM 2.374 1.253 61.75 8:45:00 PM 3.214 1.474 103.531 9:00:00 AM 2.395 1.289 62.133 9:00:00 PM 3.129 1.208 88.328 9:15:00 AM 2.476 1.177 61.769 9:15:00 PM 3.13 1.318 94.526 9:30:00 AM 2.653 1.282 74.248 9:30:00 PM 3.372 1.465 118.906 9:45:00 AM 2.571 1.243 68.792 9:45:00 PM 3.476 1.386 114.644 10:00:00 AM 2.538 1.322 68.358 10:00:00 PM 3.479 1.361 115.439 10:15:00 AM 2.448 1.383 71.405 10:15:00 PM 3.227 1.337 101.662 10:30:00 AM 2.607 1.367 77.214 10:30:00 PM 3.188 1.349 100.613 10:45:00 AM 2.616 1.338 75.953 10:45:00 PM 3.613 1.472 131.54 11:00:00 AM 2.578 1.261 70.117 11:00:00 PM 3.553 1.498 130.815 11:15:00 AM 2.715 1.366 81.75 11:15:00 PM 3.495 1.294 107.895 11:30:00 AM 2.925 1.412 93.395 11:30:00 PM 3.086 1.38 96.587 11:45:00 AM 3.055 1.371 96.047 11:45:00 PM 2.961 1.353 91.574 Inches Feet/Sec GPM
Daily Avg: 2.694 1.308 79.014
Daily Min: 1.542 0.963 26.93
Daily Max: 3.613 1.645 132.092
Peak to Avg: 1.67
Friday - A.M. 7/28/2023 Friday - P.M. 7/28/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7084
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/29/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7084
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 2.821 1.29 80.205 12:00:00 PM 3.405 1.468 115.637 12:15:00 AM 2.652 1.216 69.588 12:15:00 PM 3.42 1.469 116.3 12:30:00 AM 2.547 1.255 68.205 12:30:00 PM 3.412 1.497 123.505 12:45:00 AM 2.362 1.044 51.206 12:45:00 PM 3.415 1.55 126.898 1:00:00 AM 2.381 1.228 60.77 1:00:00 PM 3.352 1.359 105.877 1:15:00 AM 2.228 1.085 47.167 1:15:00 PM 3.397 1.394 114.275 1:30:00 AM 1.998 1.145 41.993 1:30:00 PM 3.28 1.359 104.934 1:45:00 AM 1.982 1.023 38.747 1:45:00 PM 3.366 1.447 117.192 2:00:00 AM 1.972 1.13 40.679 2:00:00 PM 3.141 1.49 109.443 2:15:00 AM 1.772 1.08 34.979 2:15:00 PM 3.163 1.495 109.565 2:30:00 AM 1.691 1.254 36.976 2:30:00 PM 3.208 1.4 104.04 2:45:00 AM 1.778 0.984 32.038 2:45:00 PM 3.347 1.416 108.654 3:00:00 AM 1.682 0.926 27.15 3:00:00 PM 3.348 1.527 119.008 3:15:00 AM 1.568 0.862 23.387 3:15:00 PM 3.347 1.544 124.076 3:30:00 AM 1.533 0.959 24.753 3:30:00 PM 3.045 1.276 89.769 3:45:00 AM 1.573 0.999 27.216 3:45:00 PM 3.091 1.396 100.311 4:00:00 AM 1.518 0.833 21.431 4:00:00 PM 3.15 1.552 113.394 4:15:00 AM 1.508 0.895 21.97 4:15:00 PM 3.246 1.485 113.168 4:30:00 AM 1.748 1.047 33.281 4:30:00 PM 3.384 1.406 112.064 4:45:00 AM 1.677 1.057 31.28 4:45:00 PM 3.49 1.555 132.473 5:00:00 AM 1.616 1.028 28.596 5:00:00 PM 3.323 1.46 116.106 5:15:00 AM 1.605 0.882 24.755 5:15:00 PM 3.484 1.562 132.766 5:30:00 AM 1.697 0.949 28.904 5:30:00 PM 3.34 1.532 118.548 5:45:00 AM 1.684 1.068 31.841 5:45:00 PM 3.398 1.598 131.204 6:00:00 AM 1.74 1.001 31.593 6:00:00 PM 3.345 1.468 113.377 6:15:00 AM 1.842 1.098 37.651 6:15:00 PM 3.089 1.345 92.024 6:30:00 AM 1.944 1.002 36.487 6:30:00 PM 3.218 1.427 105.397 6:45:00 AM 2.157 1.176 49.149 6:45:00 PM 3.159 1.461 102.462 7:00:00 AM 2.068 1.061 42.978 7:00:00 PM 3.167 1.455 108.177 7:15:00 AM 2.06 1.178 45.432 7:15:00 PM 2.989 1.568 103.765 7:30:00 AM 2.275 1.195 55.568 7:30:00 PM 2.813 1.37 84.702 7:45:00 AM 2.276 1.222 53.952 7:45:00 PM 2.882 1.662 108.272 8:00:00 AM 2.373 1.235 61.024 8:00:00 PM 3.042 1.433 100.7 8:15:00 AM 2.57 1.34 72.143 8:15:00 PM 3.128 1.573 109.099 8:30:00 AM 2.864 1.511 97.563 8:30:00 PM 3.127 1.676 122.443 8:45:00 AM 2.757 1.418 83.874 8:45:00 PM 2.97 1.4 88.59 9:00:00 AM 2.81 1.372 84.925 9:00:00 PM 2.917 1.365 87.346 9:15:00 AM 2.832 1.495 94.934 9:15:00 PM 3.254 1.627 113.929 9:30:00 AM 2.801 1.347 83.898 9:30:00 PM 3.172 1.529 113.957 9:45:00 AM 2.803 1.413 88.15 9:45:00 PM 3.262 1.575 120.863 10:00:00 AM 2.923 1.453 96.493 10:00:00 PM 3.235 1.277 93.496 10:15:00 AM 3.245 1.426 109.761 10:15:00 PM 2.851 1.479 91.28 10:30:00 AM 3.264 1.549 120.23 10:30:00 PM 3.004 1.387 95.766 10:45:00 AM 3.237 1.444 110.768 10:45:00 PM 3.325 1.49 116.293 11:00:00 AM 3.321 1.533 121.778 11:00:00 PM 3.213 1.534 104.354 11:15:00 AM 3.501 1.515 126.065 11:15:00 PM 3.069 1.421 97.408 11:30:00 AM 3.45 1.592 133.526 11:30:00 PM 2.932 1.532 99.559 11:45:00 AM 3.375 1.504 118.877 11:45:00 PM 3.003 1.367 91.698 Inches Feet/Sec GPM
Daily Avg: 2.747 1.334 84.504
Daily Min: 1.508 0.833 21.431
Daily Max: 3.501 1.676 133.526
Peak to Avg: 1.58
Saturday - A.M. 7/29/2023 Saturday - P.M. 7/29/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7084
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/30/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7084
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 2.775 1.306 77.489 12:00:00 PM 3.583 1.6 136.966 12:15:00 AM 2.769 1.381 83.511 12:15:00 PM 3.529 1.454 121.536 12:30:00 AM 2.8 1.389 86.61 12:30:00 PM 3.376 1.494 116.678 12:45:00 AM 2.73 1.343 77.087 12:45:00 PM 3.566 1.451 127.362 1:00:00 AM 2.547 1.276 69.728 1:00:00 PM 3.527 1.471 126.517 1:15:00 AM 2.312 1.368 65.1 1:15:00 PM 3.219 1.307 93.058 1:30:00 AM 2.239 1.19 54.07 1:30:00 PM 3.079 1.468 98.816 1:45:00 AM 2.129 1.255 51.878 1:45:00 PM 3.219 1.46 109.298 2:00:00 AM 2.135 1.191 48.701 2:00:00 PM 3.142 1.421 104.522 2:15:00 AM 2.089 1.191 46.835 2:15:00 PM 3.159 1.445 107.038 2:30:00 AM 1.853 1.465 47.396 2:30:00 PM 3.109 1.375 99.648 2:45:00 AM 1.758 1.104 35.372 2:45:00 PM 2.973 1.455 97.414 3:00:00 AM 1.672 1.014 29.008 3:00:00 PM 3.124 1.358 97.232 3:15:00 AM 1.628 1.073 29.806 3:15:00 PM 3.254 1.59 122.826 3:30:00 AM 1.733 1.031 31.186 3:30:00 PM 3.138 1.429 101.941 3:45:00 AM 1.67 1.046 29.391 3:45:00 PM 3.099 1.565 112.851 4:00:00 AM 1.651 1.023 29.907 4:00:00 PM 3.24 1.477 113.446 4:15:00 AM 1.588 1.019 27.683 4:15:00 PM 3.248 1.498 115.403 4:30:00 AM 1.609 1.018 27.982 4:30:00 PM 3.269 1.39 108.103 4:45:00 AM 1.611 0.99 27.372 4:45:00 PM 3.154 1.344 99.352 5:00:00 AM 1.589 0.995 27.535 5:00:00 PM 3.179 1.482 109.183 5:15:00 AM 1.588 0.979 27.054 5:15:00 PM 3.354 1.467 113.636 5:30:00 AM 1.456 0.953 23.208 5:30:00 PM 3.332 1.371 109.471 5:45:00 AM 1.496 0.946 23.971 5:45:00 PM 3.278 1.467 112.454 6:00:00 AM 1.445 0.925 21.985 6:00:00 PM 3.166 1.299 96.535 6:15:00 AM 1.496 1.031 26.106 6:15:00 PM 3.254 1.584 122.25 6:30:00 AM 1.692 1.045 31.675 6:30:00 PM 3.21 1.442 106.072 6:45:00 AM 1.799 1.197 39.67 6:45:00 PM 3.217 1.498 111.715 7:00:00 AM 2.05 1.101 44.053 7:00:00 PM 3.148 1.343 98.2 7:15:00 AM 2.023 1.149 45.118 7:15:00 PM 2.935 1.47 97.15 7:30:00 AM 2.162 1.275 52.427 7:30:00 PM 3.252 1.487 113.916 7:45:00 AM 2.201 1.202 51.007 7:45:00 PM 3.293 1.576 116.723 8:00:00 AM 2.371 1.296 63.921 8:00:00 PM 3.191 1.439 108.045 8:15:00 AM 2.404 1.325 64.55 8:15:00 PM 3.036 1.391 95.491 8:30:00 AM 2.647 1.288 69.744 8:30:00 PM 3.226 1.478 112.239 8:45:00 AM 2.709 1.607 89.831 8:45:00 PM 3.28 1.456 110.609 9:00:00 AM 2.495 1.35 71.651 9:00:00 PM 3.519 1.569 134.316 9:15:00 AM 2.823 1.543 97.602 9:15:00 PM 3.504 1.499 126.616 9:30:00 AM 2.87 1.505 97.458 9:30:00 PM 3.709 1.496 138.385 9:45:00 AM 2.903 1.383 91.012 9:45:00 PM 3.865 1.602 157.14 10:00:00 AM 3.077 1.471 105.046 10:00:00 PM 3.897 1.499 148.789 10:15:00 AM 3.166 1.531 110.153 10:15:00 PM 3.711 1.615 148.14 10:30:00 AM 3.173 1.6 117.551 10:30:00 PM 3.683 1.57 141.914 10:45:00 AM 3.318 1.644 130.521 10:45:00 PM 3.528 1.559 134.562 11:00:00 AM 3.111 1.482 106.926 11:00:00 PM 3.356 1.46 117.773 11:15:00 AM 3.178 1.469 109.822 11:15:00 PM 3.225 1.437 107.437 11:30:00 AM 3.378 1.514 119.743 11:30:00 PM 3.047 1.427 97.105 11:45:00 AM 3.467 1.659 139.977 11:45:00 PM 2.916 1.355 89.701 Inches Feet/Sec GPM
Daily Avg: 2.789 1.360 88.248
Daily Min: 1.445 0.925 21.985
Daily Max: 3.897 1.659 157.14
Peak to Avg: 1.78
Sunday - A.M. 7/30/2023 Sunday - P.M. 7/30/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7084
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 7/31/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7084
Time Level Velocity Velocity Time Level Velocity Flow
12:10:00 AM 2.751 1.339 81.628 12:00:00 PM 2.822 1.346 81.874 12:15:00 AM 2.673 1.323 76.891 12:15:00 PM 2.72 1.285 73.595 12:30:00 AM 2.51 1.368 73.226 12:30:00 PM 2.718 1.325 78.154 12:45:00 AM 2.246 1.325 60.496 12:45:00 PM 2.849 1.348 84.891 1:00:00 AM 2.034 1.196 46.644 1:00:00 PM 2.894 1.262 81.317 1:15:00 AM 2.057 1.207 46.611 1:15:00 PM 2.968 1.355 91.8 1:30:00 AM 2.035 1.326 50.963 1:30:00 PM 3.142 1.468 107.963 1:45:00 AM 1.876 1.126 38.799 1:45:00 PM 2.908 1.329 87.373 2:00:00 AM 2.008 1.189 46.175 2:00:00 PM 2.846 1.438 83.438 2:15:00 AM 1.96 1.058 38.544 2:15:00 PM 2.808 1.422 89.244 2:30:00 AM 1.763 1.021 31.155 2:30:00 PM 2.776 1.25 77.226 2:45:00 AM 1.722 1.045 32.298 2:45:00 PM 2.863 1.411 88.847 3:00:00 AM 1.609 0.989 27.545 3:00:00 PM 3.081 1.692 116.111 3:15:00 AM 1.541 1.265 33.478 3:15:00 PM 3.097 1.344 96.47 3:30:00 AM 1.503 1.005 25.01 3:30:00 PM 3.178 1.505 109.709 3:45:00 AM 1.501 0.98 24.872 3:45:00 PM 3.146 1.464 105.971 4:00:00 AM 1.526 0.996 25.981 4:00:00 PM 3.09 1.345 94.376 4:15:00 AM 1.554 1.058 27.466 4:15:00 PM 3.136 1.417 99.213 4:30:00 AM 1.569 0.976 26.317 4:30:00 PM 3.117 1.56 110.875 4:45:00 AM 1.691 1.095 31.577 4:45:00 PM 3.171 1.545 110.153 5:00:00 AM 1.807 1.225 40.866 5:00:00 PM 3.276 1.566 121.039 5:15:00 AM 2.015 1.056 41.234 5:15:00 PM 3.249 1.461 110.97 5:30:00 AM 2.03 1.078 42.46 5:30:00 PM 3.269 1.387 102.434 5:45:00 AM 2.09 1.193 46.735 5:45:00 PM 3.094 1.444 103.931 6:00:00 AM 1.953 1.103 39.737 6:00:00 PM 3.101 1.487 107.404 6:15:00 AM 1.888 1.048 37.263 6:15:00 PM 3.335 1.474 115.553 6:30:00 AM 1.962 1.094 40.681 6:30:00 PM 3.239 1.396 106.371 6:45:00 AM 2.146 1.084 44.965 6:45:00 PM 3.269 1.469 114.232 7:00:00 AM 2.337 1.233 59.559 7:00:00 PM 3.385 1.466 115.517 7:15:00 AM 2.389 1.361 65.076 7:15:00 PM 3.401 1.492 122.624 7:30:00 AM 2.452 1.439 71.707 7:30:00 PM 3.263 1.419 110.064 7:45:00 AM 2.463 1.279 65.798 7:45:00 PM 3.21 1.4 106.084 8:00:00 AM 2.244 1.226 55.879 8:00:00 PM 3.155 1.546 112.801 8:15:00 AM 2.113 1.121 44.754 8:15:00 PM 3.12 1.39 101.237 8:30:00 AM 2.206 1.239 51.744 8:30:00 PM 3.15 1.417 100.566 8:45:00 AM 2.399 1.185 59.415 8:45:00 PM 3.461 1.496 125.945 9:00:00 AM 2.393 1.29 64.456 9:00:00 PM 3.554 1.608 140.513 9:15:00 AM 2.316 1.114 51.24 9:15:00 PM 3.653 1.659 146.942 9:30:00 AM 2.288 1.211 56.762 9:30:00 PM 3.515 1.507 127.162 9:45:00 AM 2.363 1.429 70.114 9:45:00 PM 3.624 1.504 134.987 10:00:00 AM 2.423 1.286 65.431 10:00:00 PM 3.629 1.47 129.618 10:15:00 AM 2.528 1.343 72.606 10:15:00 PM 3.601 1.483 128.715 10:30:00 AM 2.481 1.365 71.012 10:30:00 PM 3.367 1.427 113.558 10:45:00 AM 2.494 1.292 68.019 10:45:00 PM 3.263 1.481 112.855 11:00:00 AM 2.566 1.313 69.301 11:00:00 PM 3.218 1.5 113.702 11:15:00 AM 2.506 1.332 71.139 11:15:00 PM 3.126 1.461 105.328 11:30:00 AM 2.697 1.5 88.242 11:30:00 PM 3.199 1.429 107.816 11:45:00 AM 2.872 1.386 89.832 11:45:00 PM 2.886 1.334 85.78 Inches Feet/Sec GPM
Daily Avg: 2.650 1.323 78.973
Daily Min: 1.501 0.976 24.872
Daily Max: 3.653 1.692 146.942
Peak to Avg: 1.86
Monday - A.M. 7/31/2023 Monday - P.M. 7/31/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7084
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/1/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7084
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 2.796 1.347 84.04 12:00:00 PM 2.391 1.326 64.376 12:15:00 AM 2.677 1.345 77.199 12:15:00 PM 2.395 1.261 60.88 12:30:00 AM 2.567 1.234 68.18 12:30:00 PM 2.6 1.4 75.242 12:45:00 AM 2.215 1.207 53.308 12:45:00 PM 2.678 1.413 79.238 1:00:00 AM 2.15 1.209 51.819 1:00:00 PM 3.198 1.507 113.585 1:15:00 AM 1.998 1.113 42.913 1:15:00 PM 3.085 1.413 101.309 1:30:00 AM 1.907 1.034 37.216 1:30:00 PM 2.888 1.475 96.045 1:45:00 AM 1.803 1.035 33.421 1:45:00 PM 2.93 1.33 87.378 2:00:00 AM 1.715 1.021 31.57 2:00:00 PM 2.967 1.444 97.994 2:15:00 AM 1.63 1.094 31.395 2:15:00 PM 2.992 1.382 94.564 2:30:00 AM 1.589 1.065 28.702 2:30:00 PM 3.024 1.461 101.813 2:45:00 AM 1.582 1.036 28.03 2:45:00 PM 3.008 1.394 96.446 3:00:00 AM 1.693 1.143 34.581 3:00:00 PM 3.003 1.49 102.569 3:15:00 AM 1.659 0.985 28.485 3:15:00 PM 2.971 1.38 93.396 3:30:00 AM 1.614 1.033 29.237 3:30:00 PM 2.92 1.625 105.169 3:45:00 AM 1.581 1.043 27.686 3:45:00 PM 2.911 1.449 95.74 4:00:00 AM 1.662 0.989 28.376 4:00:00 PM 3.09 1.44 103.484 4:15:00 AM 1.66 1.005 28.903 4:15:00 PM 3.271 1.398 108.569 4:30:00 AM 1.847 1.055 35.43 4:30:00 PM 3.45 1.565 129.566 4:45:00 AM 1.877 1.259 43.637 4:45:00 PM 3.473 1.447 117.873 5:00:00 AM 1.879 1.191 41.817 5:00:00 PM 3.739 1.548 145.096 5:15:00 AM 1.846 1.129 36.496 5:15:00 PM 3.359 1.424 115.03 5:30:00 AM 1.971 1.446 54.653 5:30:00 PM 3.289 1.44 111.37 5:45:00 AM 2.095 1.144 46.291 5:45:00 PM 3.409 1.523 120.839 6:00:00 AM 2.145 1.277 52.772 6:00:00 PM 3.202 1.428 106.662 6:15:00 AM 2.005 1.149 44.516 6:15:00 PM 3.051 1.374 97.005 6:30:00 AM 2.204 1.182 51.033 6:30:00 PM 3.185 1.464 109.794 6:45:00 AM 2.233 1.186 53.669 6:45:00 PM 3.179 1.511 112.994 7:00:00 AM 2.131 1.167 49.388 7:00:00 PM 3.089 1.462 101.719 7:15:00 AM 2.379 1.325 65.674 7:15:00 PM 3.038 1.423 99.298 7:30:00 AM 2.498 1.358 68.676 7:30:00 PM 3.167 1.54 112.222 7:45:00 AM 2.285 1.338 58.34 7:45:00 PM 3.188 1.461 107.562 8:00:00 AM 2.175 1.254 54.237 8:00:00 PM 3.107 1.367 97.952 8:15:00 AM 2.315 1.383 65.92 8:15:00 PM 3.248 1.617 120.512 8:30:00 AM 2.301 1.304 58.582 8:30:00 PM 3.2 1.455 108.506 8:45:00 AM 2.255 1.557 66.589 8:45:00 PM 3.409 1.592 131.284 9:00:00 AM 2.325 1.273 60.078 9:00:00 PM 3.428 1.443 118.042 9:15:00 AM 2.33 1.244 59.808 9:15:00 PM 3.444 1.589 124.961 9:30:00 AM 2.452 1.407 69.486 9:30:00 PM 3.709 1.575 146.013 9:45:00 AM 2.441 1.394 70.779 9:45:00 PM 3.859 1.796 161.836 10:00:00 AM 2.505 1.442 75.967 10:00:00 PM 3.553 1.58 138.033 10:15:00 AM 2.597 1.317 73.969 10:15:00 PM 3.681 1.593 146.086 10:30:00 AM 2.6 1.348 70.546 10:30:00 PM 3.682 1.547 141.46 10:45:00 AM 2.67 1.328 74.375 10:45:00 PM 3.638 1.63 134.877 11:00:00 AM 2.635 1.346 77.176 11:00:00 PM 3.424 1.633 135.42 11:15:00 AM 2.753 1.418 86.574 11:15:00 PM 3.177 1.64 117.823 11:30:00 AM 2.693 1.297 76.724 11:30:00 PM 3.062 1.521 107.914 11:45:00 AM 2.432 1.309 66.799 11:45:00 PM 2.906 1.373 88.427 Inches Feet/Sec GPM
Daily Avg: 2.666 1.353 81.632
Daily Min: 1.581 0.985 27.686
Daily Max: 3.859 1.796 161.836
Peak to Avg: 1.98
Tuesday- A.M. 8/1/2023 Tuesday- P.M. 8/1/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7084
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/2/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7084
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 2.715 1.326 78.044 12:00:00 PM 2.631 1.249 71.278 12:15:00 AM 2.649 1.442 80.734 12:15:00 PM 2.806 1.296 81.248 12:30:00 AM 2.704 1.361 80.971 12:30:00 PM 2.839 1.371 82.99 12:45:00 AM 2.628 1.301 74.325 12:45:00 PM 2.63 1.437 79.864 1:00:00 AM 2.244 1.225 55.818 1:00:00 PM 2.761 1.45 88.857 1:15:00 AM 2.094 1.205 49.721 1:15:00 PM 2.829 1.333 82.746 1:30:00 AM 1.917 1.099 39.919 1:30:00 PM 2.618 1.322 72.058 1:45:00 AM 1.787 1.047 34.374 1:45:00 PM 2.579 1.233 67.018 2:00:00 AM 1.66 1.041 30.097 2:00:00 PM 2.539 1.268 68.965 2:15:00 AM 1.651 1.046 30.581 2:15:00 PM 2.816 1.388 87.512 2:30:00 AM 1.583 1.018 27.729 2:30:00 PM 2.676 1.262 73.995 2:45:00 AM 1.576 1.194 31.9 2:45:00 PM 2.612 1.504 85.195 3:00:00 AM 1.656 1.086 30.865 3:00:00 PM 2.668 1.432 76.132 3:15:00 AM 1.54 0.992 24.306 3:15:00 PM 2.759 1.412 83.961 3:30:00 AM 1.588 1.035 28.589 3:30:00 PM 2.845 1.39 85.054 3:45:00 AM 1.684 1.018 30.594 3:45:00 PM 3.497 1.619 122.644 4:00:00 AM 1.804 1.042 34.517 4:00:00 PM 3.474 1.598 135.064 4:15:00 AM 1.926 1.025 36.737 4:15:00 PM 3.522 1.4 114.895 4:30:00 AM 1.763 1.116 35.902 4:30:00 PM 3.448 1.48 123.926 4:45:00 AM 1.919 1.175 41.245 4:45:00 PM 3.193 1.455 107.282 5:00:00 AM 1.839 1.211 41.407 5:00:00 PM 3.197 1.468 103.953 5:15:00 AM 1.982 1.199 45.736 5:15:00 PM 3.274 1.493 111.232 5:30:00 AM 2.039 1.133 45.015 5:30:00 PM 3.248 1.401 106.464 5:45:00 AM 2.172 1.371 59.207 5:45:00 PM 3.177 1.438 105.77 6:00:00 AM 2.166 1.301 56.348 6:00:00 PM 3.199 1.647 120.698 6:15:00 AM 2.059 1.152 44.859 6:15:00 PM 3.179 1.395 104.308 6:30:00 AM 2.239 1.261 56.276 6:30:00 PM 3.362 1.544 124.872 6:45:00 AM 2.188 1.227 53.593 6:45:00 PM 3.382 1.504 118.83 7:00:00 AM 2.397 1.271 63.39 7:00:00 PM 3.287 1.478 111.208 7:15:00 AM 2.335 1.457 69.895 7:15:00 PM 3.146 1.394 101.512 7:30:00 AM 2.339 1.288 61.019 7:30:00 PM 3.281 1.49 114.893 7:45:00 AM 2.369 1.267 62.426 7:45:00 PM 3.183 1.604 120.129 8:00:00 AM 2.418 1.308 66.331 8:00:00 PM 3.27 1.499 114.332 8:15:00 AM 2.409 1.285 62.574 8:15:00 PM 3.273 1.622 124.19 8:30:00 AM 2.377 1.345 66.056 8:30:00 PM 3.186 1.445 101.095 8:45:00 AM 2.313 1.309 62.298 8:45:00 PM 3.511 1.548 128.701 9:00:00 AM 2.382 1.342 64.09 9:00:00 PM 3.374 1.487 119.263 9:15:00 AM 2.51 1.347 68.787 9:15:00 PM 3.455 1.569 131.822 9:30:00 AM 2.423 1.365 67.087 9:30:00 PM 3.661 1.654 146.177 9:45:00 AM 2.265 1.258 56.187 9:45:00 PM 3.803 1.661 158.472 10:00:00 AM 2.315 1.26 60.039 10:00:00 PM 3.726 1.583 144.726 10:15:00 AM 2.289 1.26 58.079 10:15:00 PM 3.878 1.574 155.174 10:30:00 AM 2.391 1.328 64.376 10:30:00 PM 3.775 1.509 136.981 10:45:00 AM 2.4 1.408 66.306 10:45:00 PM 3.572 1.601 140.87 11:00:00 AM 2.698 1.369 81.2 11:00:00 PM 3.379 1.602 130.474 11:15:00 AM 2.569 1.389 76.862 11:15:00 PM 3.232 1.421 106.041 11:30:00 AM 2.581 1.328 73.611 11:30:00 PM 2.918 1.402 91.363 11:45:00 AM 2.564 1.415 78.028 11:45:00 PM 2.89 1.437 93.938 Inches Feet/Sec GPM
Daily Avg: 2.663 1.350 80.928
Daily Min: 1.54 0.992 24.306
Daily Max: 3.878 1.661 158.472
Peak to Avg: 1.96
Wednesday - A.M. 8/2/2023 Wednesday - P.M. 8/2/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7084
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/3/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7084
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 2.992 1.411 90.885 12:00:00 PM 2.795 1.307 79.387 12:15:00 AM 2.745 1.367 83.073 12:15:00 PM 2.821 1.388 87.672 12:30:00 AM 2.636 1.298 74.483 12:30:00 PM 2.838 1.418 90.347 12:45:00 AM 2.437 1.221 62.67 12:45:00 PM 2.792 1.59 95.218 1:00:00 AM 2.13 1.083 42.625 1:00:00 PM 2.841 1.36 86.766 1:15:00 AM 1.985 1.201 45.867 1:15:00 PM 3.038 1.413 91.584 1:30:00 AM 1.784 1.071 35.06 1:30:00 PM 2.945 1.573 98.846 1:45:00 AM 1.654 0.963 27.845 1:45:00 PM 2.98 1.354 89.014 2:00:00 AM 1.613 1.013 27.602 2:00:00 PM 2.872 1.374 86.632 2:15:00 AM 1.66 1.03 30.373 2:15:00 PM 2.854 1.315 84.493 2:30:00 AM 1.574 1.059 28.724 2:30:00 PM 2.798 1.358 83.915 2:45:00 AM 1.556 1.076 28.863 2:45:00 PM 2.765 1.387 84.502 3:00:00 AM 1.468 0.987 23.518 3:00:00 PM 2.868 1.397 88.926 3:15:00 AM 1.4 0.939 21.581 3:15:00 PM 2.893 1.481 96.926 3:30:00 AM 1.355 0.925 19.735 3:30:00 PM 2.785 1.38 84.535 3:45:00 AM 1.431 0.922 21.903 3:45:00 PM 3.065 1.398 99.315 4:00:00 AM 1.498 0.966 22.998 4:00:00 PM 3.086 1.435 102.894 4:15:00 AM 1.511 1.021 26.237 4:15:00 PM 3.239 1.481 113.692 4:30:00 AM 1.623 1.039 29.637 4:30:00 PM 3.234 1.593 121.998 4:45:00 AM 1.841 1.094 37.467 4:45:00 PM 3.486 1.665 141.646 5:00:00 AM 1.965 1.277 46.785 5:00:00 PM 3.411 1.452 119.823 5:15:00 AM 1.886 1.175 41.261 5:15:00 PM 3.474 1.535 114.168 5:30:00 AM 2.007 1.213 44.459 5:30:00 PM 3.584 1.417 125.202 5:45:00 AM 2.187 1.42 62.368 5:45:00 PM 3.581 1.524 129.053 6:00:00 AM 1.916 1.118 40.587 6:00:00 PM 3.415 1.454 115.652 6:15:00 AM 2.28 1.193 55.625 6:15:00 PM 3.345 1.395 112.026 6:30:00 AM 2.337 1.366 65.445 6:30:00 PM 3.23 1.467 112.155 6:45:00 AM 2.244 1.25 56.975 6:45:00 PM 3.227 1.194 90.676 7:00:00 AM 2.211 1.233 55.017 7:00:00 PM 3.17 1.532 114.063 7:15:00 AM 2.355 1.326 64.783 7:15:00 PM 3.122 1.361 97.279 7:30:00 AM 2.329 1.394 61.983 7:30:00 PM 3.015 1.271 87.356 7:45:00 AM 2.627 1.49 79.834 7:45:00 PM 3.092 1.426 102.503 8:00:00 AM 2.41 1.207 60.926 8:00:00 PM 3.128 1.314 94.844 8:15:00 AM 2.229 1.158 51.873 8:15:00 PM 3.119 1.236 89.934 8:30:00 AM 2.234 1.07 47.928 8:30:00 PM 3.342 1.28 98.796 8:45:00 AM 2.292 1.257 56.928 8:45:00 PM 3.372 1.365 108.588 9:00:00 AM 2.407 1.373 66.731 9:00:00 PM 3.446 1.688 139.859 9:15:00 AM 2.534 1.372 74.413 9:15:00 PM 3.557 1.415 123.814 9:30:00 AM 2.497 1.297 67.859 9:30:00 PM 3.681 1.431 131.238 9:45:00 AM 2.619 1.322 75.145 9:45:00 PM 3.802 1.527 146.453 10:00:00 AM 2.549 1.333 72.941 10:00:00 PM 3.799 1.595 152.816 10:15:00 AM 2.476 1.258 65.06 10:15:00 PM 3.783 1.657 156.353 10:30:00 AM 2.42 1.46 73.324 10:30:00 PM 3.828 1.707 165.278 10:45:00 AM 2.709 1.271 75.82 10:45:00 PM 3.52 1.351 116.352 11:00:00 AM 2.932 1.359 90.663 11:00:00 PM 3.471 1.451 122.642 11:15:00 AM 2.757 1.424 87.058 11:15:00 PM 3.308 1.359 106.155 11:30:00 AM 2.676 1.343 78.037 11:30:00 PM 3.191 1.552 114.793 11:45:00 AM 2.809 1.433 88.406 11:45:00 PM 3.144 1.292 93.517 Inches Feet/Sec GPM
Daily Avg: 2.683 1.321 80.906
Daily Min: 1.355 0.922 19.735
Daily Max: 3.828 1.707 165.278
Peak to Avg: 2.04
Thursday - A.M. 8/3/2023 Thursday - P.M. 8/3/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7084
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/4/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7084
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 2.986 1.329 85.228 12:00:00 PM 2.601 1.342 71.211 12:15:00 AM 2.675 1.231 70.219 12:15:00 PM 2.761 1.449 88.03 12:30:00 AM 2.678 1.189 66.823 12:30:00 PM 2.884 1.456 91.677 12:45:00 AM 2.518 1.013 54.473 12:45:00 PM 2.906 1.357 89.414 1:00:00 AM 2.264 1.025 44.784 1:00:00 PM 3.024 1.642 114.442 1:15:00 AM 1.981 1.061 40.433 1:15:00 PM 2.865 1.67 104.288 1:30:00 AM 1.917 0.968 35.013 1:30:00 PM 2.875 1.421 89.744 1:45:00 AM 1.783 0.993 31.53 1:45:00 PM 2.86 1.447 93.214 2:00:00 AM 1.798 1.021 33.783 2:00:00 PM 2.808 1.465 87.216 2:15:00 AM 1.625 0.958 25.858 2:15:00 PM 2.902 1.367 89.496 2:30:00 AM 1.669 0.937 27.844 2:30:00 PM 2.889 1.367 89.308 2:45:00 AM 1.616 0.83 23.101 2:45:00 PM 2.748 1.358 82.676 3:00:00 AM 1.581 0.835 22.454 3:00:00 PM 3.014 1.458 98.204 3:15:00 AM 1.618 0.913 25.518 3:15:00 PM 2.961 1.477 97.675 3:30:00 AM 1.549 0.849 21.984 3:30:00 PM 3.25 1.568 116.325 3:45:00 AM 1.549 0.988 26.343 3:45:00 PM 3.167 1.451 103.773 4:00:00 AM 1.555 0.908 23.43 4:00:00 PM 3.514 1.707 137.389 4:15:00 AM 1.68 0.912 27.159 4:15:00 PM 3.478 1.433 121.47 4:30:00 AM 1.687 0.858 24.971 4:30:00 PM 3.308 1.463 113.194 4:45:00 AM 1.699 0.845 25.207 4:45:00 PM 3.146 1.535 113.099 5:00:00 AM 1.691 0.829 24.566 5:00:00 PM 3.287 1.493 110.493 5:15:00 AM 1.635 0.855 23.839 5:15:00 PM 3.357 1.481 119.521 5:30:00 AM 1.814 0.959 31.727 5:30:00 PM 3.31 1.411 106.503 5:45:00 AM 2.011 1.239 46.575 5:45:00 PM 3.356 1.618 130.564 6:00:00 AM 2.072 1.134 46.094 6:00:00 PM 3.338 1.405 111.728 6:15:00 AM 2.019 1.144 43.112 6:15:00 PM 3.217 1.555 114.092 6:30:00 AM 2.187 1.295 56.886 6:30:00 PM 3.138 1.515 109.593 6:45:00 AM 2.165 1.251 52.872 6:45:00 PM 3.342 1.524 122.171 7:00:00 AM 2.216 1.329 59.489 7:00:00 PM 3.467 1.681 139.101 7:15:00 AM 2.244 1.258 56.093 7:15:00 PM 3.222 1.462 111.429 7:30:00 AM 2.189 1.201 52.831 7:30:00 PM 3.177 1.387 103.595 7:45:00 AM 2.315 1.546 72.835 7:45:00 PM 3.072 1.453 98.562 8:00:00 AM 2.454 1.242 63.796 8:00:00 PM 3.059 1.614 111.44 8:15:00 AM 2.522 1.366 73.108 8:15:00 PM 3.026 1.381 95.659 8:30:00 AM 2.364 1.351 65.257 8:30:00 PM 3.021 1.382 92.169 8:45:00 AM 2.213 1.16 48.858 8:45:00 PM 3.004 1.544 105.223 9:00:00 AM 2.249 1.339 61.233 9:00:00 PM 3.424 1.595 121.346 9:15:00 AM 2.317 1.319 62.963 9:15:00 PM 3.4 1.62 130.244 9:30:00 AM 2.359 1.3 60.409 9:30:00 PM 3.403 1.54 126.609 9:45:00 AM 2.304 1.297 61.395 9:45:00 PM 3.306 1.518 119.617 10:00:00 AM 2.4 1.314 65.162 10:00:00 PM 3.425 1.551 128.698 10:15:00 AM 2.479 1.338 70.341 10:15:00 PM 3.409 1.563 128.888 10:30:00 AM 2.574 1.388 76.988 10:30:00 PM 3.302 1.662 126.236 10:45:00 AM 2.508 1.394 73.573 10:45:00 PM 3.292 1.56 122.454 11:00:00 AM 2.491 1.343 70.887 11:00:00 PM 3.204 1.506 107.512 11:15:00 AM 2.654 1.328 74.533 11:15:00 PM 2.986 1.31 89.562 11:30:00 AM 2.745 1.37 81.207 11:30:00 PM 2.967 1.39 92.617 11:45:00 AM 2.73 1.501 88.307 11:45:00 PM 3.016 1.268 88.073 Inches Feet/Sec GPM
Daily Avg: 2.630 1.317 78.646
Daily Min: 1.549 0.829 21.984
Daily Max: 3.514 1.707 139.101
Peak to Avg: 1.77
Friday - A.M. 8/4/2023 Friday - P.M. 8/4/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7084
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/5/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7084
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 2.727 1.215 72.453 12:00:00 PM 3.509 1.508 127.223 12:15:00 AM 2.714 1.364 81.59 12:15:00 PM 3.515 1.629 138.634 12:30:00 AM 2.475 1.204 63.179 12:30:00 PM 3.49 1.523 129.808 12:45:00 AM 2.357 1.131 55.294 12:45:00 PM 3.477 1.438 120.63 1:00:00 AM 1.933 1.052 37.179 1:00:00 PM 3.53 1.434 120.341 1:15:00 AM 1.851 1.007 34.788 1:15:00 PM 3.444 1.47 122.933 1:30:00 AM 1.74 0.939 29.137 1:30:00 PM 3.537 1.643 139.98 1:45:00 AM 1.695 0.93 28.254 1:45:00 PM 3.625 1.5 134.394 2:00:00 AM 1.716 0.951 29.421 2:00:00 PM 3.638 1.522 135.997 2:15:00 AM 1.506 0.912 23.317 2:15:00 PM 3.516 1.625 135.276 2:30:00 AM 1.355 0.711 15.583 2:30:00 PM 3.399 1.455 118.642 2:45:00 AM 1.475 0.698 17.285 2:45:00 PM 3.532 1.529 132.399 3:00:00 AM 1.506 0.658 16.831 3:00:00 PM 3.493 1.542 131.506 3:15:00 AM 1.422 0.632 14.544 3:15:00 PM 3.13 1.366 99.941 3:30:00 AM 1.257 0.661 11.655 3:30:00 PM 3.214 1.511 112.961 3:45:00 AM 1.359 0.824 18.146 3:45:00 PM 3.33 1.414 109.227 4:00:00 AM 1.354 0.608 13.32 4:00:00 PM 3.215 1.556 118.169 4:15:00 AM 1.314 0.662 13.88 4:15:00 PM 3.228 1.42 108.518 4:30:00 AM 1.321 0.607 12.238 4:30:00 PM 3.326 1.484 118.253 4:45:00 AM 1.335 0.701 15.031 4:45:00 PM 3.473 1.497 125.88 5:00:00 AM 1.294 0.627 12.596 5:00:00 PM 3.447 1.61 134.787 5:15:00 AM 1.343 0.686 14.836 5:15:00 PM 3.37 1.44 113.633 5:30:00 AM 1.299 0.665 13.698 5:30:00 PM 3.367 1.557 124.494 5:45:00 AM 1.391 0.713 15.719 5:45:00 PM 3.386 1.634 133.512 6:00:00 AM 1.341 0.713 15.388 6:00:00 PM 3.089 1.41 97.649 6:15:00 AM 1.359 0.71 15.275 6:15:00 PM 3.077 1.529 108.02 6:30:00 AM 1.813 1.07 33.881 6:30:00 PM 3.09 1.425 99.869 6:45:00 AM 1.758 1.155 36.995 6:45:00 PM 3.116 1.453 103.607 7:00:00 AM 1.872 1.084 35.537 7:00:00 PM 3.075 1.467 102.944 7:15:00 AM 2.238 1.173 53.229 7:15:00 PM 2.979 1.554 105.41 7:30:00 AM 2.123 1.195 47.688 7:30:00 PM 3.051 1.537 108.455 7:45:00 AM 2.31 1.245 56.7 7:45:00 PM 3.029 1.324 92.496 8:00:00 AM 2.303 1.344 63.572 8:00:00 PM 3.076 1.373 97.642 8:15:00 AM 2.398 1.261 62.58 8:15:00 PM 2.876 1.398 87.531 8:30:00 AM 2.663 1.338 72.544 8:30:00 PM 2.85 1.379 86.705 8:45:00 AM 2.756 1.436 87.754 8:45:00 PM 2.939 1.525 99.519 9:00:00 AM 2.764 1.437 87.256 9:00:00 PM 2.902 1.413 92.445 9:15:00 AM 3.033 1.588 108.609 9:15:00 PM 2.816 1.298 77.417 9:30:00 AM 3.165 1.471 109.31 9:30:00 PM 3.047 1.53 105.293 9:45:00 AM 3.195 1.431 106.045 9:45:00 PM 3.233 1.437 106.654 10:00:00 AM 3.038 1.349 94.625 10:00:00 PM 3.105 1.478 104.809 10:15:00 AM 3.128 1.427 102.776 10:15:00 PM 3.029 1.392 97.059 10:30:00 AM 3.218 1.565 119.036 10:30:00 PM 3.187 1.384 103.867 10:45:00 AM 3.231 1.416 105.721 10:45:00 PM 3.277 1.524 118.915 11:00:00 AM 3.509 1.528 126.338 11:00:00 PM 3.377 1.63 125.144 11:15:00 AM 3.396 1.478 121.209 11:15:00 PM 3.311 1.579 115.712 11:30:00 AM 3.177 1.314 96.268 11:30:00 PM 3.052 1.437 101.224 11:45:00 AM 3.472 1.636 138.366 11:45:00 PM 2.958 1.394 92.967 Inches Feet/Sec GPM
Daily Avg: 2.695 1.279 83.186
Daily Min: 1.257 0.607 11.655
Daily Max: 3.638 1.643 139.98
Peak to Avg: 1.68
Saturday - A.M. 8/5/2023 Saturday - P.M. 8/5/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7084
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/6/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7084
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 2.72 1.38 82.825 12:00:00 PM 3.317 1.461 115.91 12:15:00 AM 2.706 1.45 85.833 12:15:00 PM 3.448 1.558 124.369 12:30:00 AM 2.621 1.34 73.341 12:30:00 PM 3.329 1.495 117.916 12:45:00 AM 2.566 1.354 72.147 12:45:00 PM 3.4 1.499 123.174 1:00:00 AM 2.455 1.206 62.382 1:00:00 PM 3.256 1.462 110.454 1:15:00 AM 2.457 1.349 65.669 1:15:00 PM 3.224 1.411 105.359 1:30:00 AM 2.306 1.328 59.946 1:30:00 PM 3.154 1.573 112.906 1:45:00 AM 2.147 1.192 49.955 1:45:00 PM 3.133 1.515 110.991 2:00:00 AM 2.126 1.181 49.815 2:00:00 PM 3.17 1.57 116.966 2:15:00 AM 1.978 1.083 40.959 2:15:00 PM 3.19 1.751 121.839 2:30:00 AM 1.888 1.151 40.901 2:30:00 PM 2.982 1.377 91.397 2:45:00 AM 1.954 1.108 40.279 2:45:00 PM 3.155 1.484 108.534 3:00:00 AM 1.821 1.19 40.129 3:00:00 PM 3.026 1.458 100.479 3:15:00 AM 1.681 1.047 30.745 3:15:00 PM 3.073 1.406 96.089 3:30:00 AM 1.636 1.018 29.37 3:30:00 PM 3.412 1.522 123.152 3:45:00 AM 1.535 0.996 25.88 3:45:00 PM 3.52 1.558 134.289 4:00:00 AM 1.466 0.97 23.861 4:00:00 PM 3.415 1.514 124.359 4:15:00 AM 1.507 1.07 27.393 4:15:00 PM 3.396 1.472 120.659 4:30:00 AM 1.452 1.039 24.794 4:30:00 PM 3.319 1.48 117.532 4:45:00 AM 1.473 1.02 24.535 4:45:00 PM 3.533 1.656 143.497 5:00:00 AM 1.471 1.055 25.471 5:00:00 PM 3.407 1.666 137.3 5:15:00 AM 1.445 1.067 25.087 5:15:00 PM 3.613 1.894 165.843 5:30:00 AM 1.577 0.989 27.06 5:30:00 PM 3.466 1.481 124.519 5:45:00 AM 1.569 1.145 28.505 5:45:00 PM 3.445 1.6 133.897 6:00:00 AM 1.497 1.165 28.476 6:00:00 PM 3.387 1.493 121.952 6:15:00 AM 1.447 1.128 26.912 6:15:00 PM 3.437 1.775 147.971 6:30:00 AM 1.582 1.07 29.344 6:30:00 PM 3.493 1.654 137.057 6:45:00 AM 1.836 1.041 35.404 6:45:00 PM 3.452 1.391 115.772 7:00:00 AM 1.887 1.149 40.793 7:00:00 PM 3.67 1.551 141.234 7:15:00 AM 2.124 1.271 52.025 7:15:00 PM 3.841 1.665 158.04 7:30:00 AM 2.217 1.224 54.839 7:30:00 PM 3.843 1.619 152.253 7:45:00 AM 2.455 1.432 70.232 7:45:00 PM 3.859 1.674 159.679 8:00:00 AM 2.472 1.363 70.001 8:00:00 PM 3.986 1.871 187.455 8:15:00 AM 2.437 1.452 71.554 8:15:00 PM 3.854 1.571 153.565 8:30:00 AM 2.601 1.357 74.763 8:30:00 PM 3.755 1.602 149.126 8:45:00 AM 2.816 1.393 87.393 8:45:00 PM 4.063 1.642 166.513 9:00:00 AM 3.047 1.543 108.673 9:00:00 PM 4.079 1.617 170.867 9:15:00 AM 2.808 1.414 88.763 9:15:00 PM 4.087 1.64 172.335 9:30:00 AM 2.897 1.382 90.346 9:30:00 PM 4.105 1.624 173.119 9:45:00 AM 2.899 1.538 100.974 9:45:00 PM 4.121 1.623 166.962 10:00:00 AM 2.955 1.434 96.774 10:00:00 PM 3.895 1.627 161.388 10:15:00 AM 3.372 1.406 110.621 10:15:00 PM 4.086 1.726 167.159 10:30:00 AM 3.342 1.579 125.028 10:30:00 PM 4.11 1.604 167.159 10:45:00 AM 3.376 1.615 127.061 10:45:00 PM 3.768 1.625 150.117 11:00:00 AM 3.17 1.496 111.418 11:00:00 PM 3.51 1.441 117.807 11:15:00 AM 3.26 1.462 113.194 11:15:00 PM 3.402 1.412 111.578 11:30:00 AM 3.327 1.517 120.889 11:30:00 PM 3.031 1.483 101.762 11:45:00 AM 3.26 1.489 113.06 11:45:00 PM 2.988 1.476 101.116 Inches Feet/Sec GPM
Daily Avg: 2.907 1.416 98.484
Daily Min: 1.445 0.97 23.861
Daily Max: 4.121 1.894 187.455
Peak to Avg: 1.90
Sunday - A.M. 8/6/2023 Sunday - P.M. 8/6/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7084
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/7/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7084
Time Level Velocity Velocity Time Level Velocity Flow
12:10:00 AM 2.799 1.408 87.952 12:00:00 PM 2.708 1.301 76.708 12:15:00 AM 2.49 1.158 61.277 12:15:00 PM 2.775 1.215 74.978 12:30:00 AM 2.24 1.256 55.162 12:30:00 PM 2.671 1.102 62.543 12:45:00 AM 2.16 1.142 47.954 12:45:00 PM 2.436 1.239 63.08 1:00:00 AM 2.035 1.195 44.951 1:00:00 PM 2.425 1.217 62.008 1:15:00 AM 1.957 1.139 42.599 1:15:00 PM 2.505 1.22 64.257 1:30:00 AM 1.953 1.12 40.02 1:30:00 PM 2.759 1.431 84.265 1:45:00 AM 1.724 1.009 31.435 1:45:00 PM 2.664 1.333 74.952 2:00:00 AM 1.571 0.952 25.886 2:00:00 PM 2.672 1.381 77.249 2:15:00 AM 1.596 0.97 25.98 2:15:00 PM 2.571 1.324 71.454 2:30:00 AM 1.47 0.947 23.377 2:30:00 PM 2.49 1.389 73.388 2:45:00 AM 1.571 1.005 26.136 2:45:00 PM 2.623 1.422 73.663 3:00:00 AM 1.614 1.02 28.621 3:00:00 PM 2.748 1.549 94.308 3:15:00 AM 1.589 1.019 27.83 3:15:00 PM 2.707 1.361 78.707 3:30:00 AM 1.678 1.07 31.06 3:30:00 PM 2.727 1.318 78.882 3:45:00 AM 1.938 1.427 44.291 3:45:00 PM 2.971 1.321 86.838 4:00:00 AM 1.955 1.597 57.175 4:00:00 PM 3.076 1.681 117.807 4:15:00 AM 1.828 1.207 40.823 4:15:00 PM 3.03 1.364 94.182 4:30:00 AM 2.087 1.14 46.816 4:30:00 PM 3.142 1.597 115.501 4:45:00 AM 2.083 1.079 44.19 4:45:00 PM 3.085 1.563 109.738 5:00:00 AM 1.911 1.071 38.275 5:00:00 PM 3.097 1.475 106.352 5:15:00 AM 1.922 1.071 36.323 5:15:00 PM 3.08 1.396 97.693 5:30:00 AM 1.985 1.135 43.336 5:30:00 PM 3.137 1.418 101.565 5:45:00 AM 2.054 1.173 46.813 5:45:00 PM 3.225 1.505 114.858 6:00:00 AM 2.403 1.284 64.555 6:00:00 PM 3.213 1.371 100.586 6:15:00 AM 2.444 1.178 59.282 6:15:00 PM 3.069 1.519 108.088 6:30:00 AM 2.759 1.318 77.684 6:30:00 PM 3.222 1.388 104.355 6:45:00 AM 2.804 1.513 94.734 6:45:00 PM 3.422 1.453 120.374 7:00:00 AM 2.808 1.343 78.002 7:00:00 PM 3.467 1.425 115.808 7:15:00 AM 3.195 1.581 118.992 7:15:00 PM 3.425 1.513 125.55 7:30:00 AM 3.009 1.401 96.597 7:30:00 PM 3.398 1.517 124.199 7:45:00 AM 3.057 1.405 98.979 7:45:00 PM 3.332 1.396 111.496 8:00:00 AM 2.841 1.277 81.489 8:00:00 PM 3.318 1.457 114.788 8:15:00 AM 2.644 1.306 74.181 8:15:00 PM 3.301 1.435 112.77 8:30:00 AM 2.626 1.396 79.672 8:30:00 PM 3.631 1.549 137.274 8:45:00 AM 2.456 1.255 59.899 8:45:00 PM 3.723 1.724 160.676 9:00:00 AM 2.629 1.339 76.537 9:00:00 PM 3.603 1.512 134.63 9:15:00 AM 2.633 1.211 68.171 9:15:00 PM 3.88 1.563 151.645 9:30:00 AM 2.683 1.192 64.427 9:30:00 PM 4.069 1.773 184.814 9:45:00 AM 2.729 1.371 82.631 9:45:00 PM 3.937 1.688 169.936 10:00:00 AM 2.707 1.396 81.074 10:00:00 PM 3.976 1.633 166.624 10:15:00 AM 2.676 1.298 76.12 10:15:00 PM 3.908 1.536 150.92 10:30:00 AM 2.612 1.295 67.475 10:30:00 PM 3.849 1.595 155.588 10:45:00 AM 2.643 1.334 74.314 10:45:00 PM 3.547 1.518 126.121 11:00:00 AM 2.444 1.271 65.146 11:00:00 PM 3.237 1.502 114.015 11:15:00 AM 2.418 1.216 61.212 11:15:00 PM 3.185 1.433 107.423 11:30:00 AM 2.456 1.276 66.182 11:30:00 PM 2.972 1.428 96.91 11:45:00 AM 2.449 1.33 66.183 11:45:00 PM 2.93 1.366 85.876 Inches Feet/Sec GPM
Daily Avg: 2.721 1.338 82.940
Daily Min: 1.47 0.947 23.377
Daily Max: 4.069 1.773 184.814
Peak to Avg: 2.23
Monday - A.M. 8/7/2023 Monday - P.M. 8/7/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7084
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/8/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7084
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 2.781 1.217 75.363 12:00:00 PM 2.391 1.324 62.61 12:15:00 AM 2.449 1.226 62.008 12:15:00 PM 2.553 1.345 69.673 12:30:00 AM 2.284 1.113 52.003 12:30:00 PM 2.684 1.357 79.855 12:45:00 AM 2.151 1.216 52.093 12:45:00 PM 2.555 1.398 76.695 1:00:00 AM 2.181 1.207 52.801 1:00:00 PM 2.525 1.454 78.482 1:15:00 AM 2.038 1.144 45.391 1:15:00 PM 2.535 1.306 64.087 1:30:00 AM 1.941 1.082 40.009 1:30:00 PM 2.423 1.225 62.252 1:45:00 AM 1.909 1.068 38.029 1:45:00 PM 2.421 1.373 65.989 2:00:00 AM 1.902 1.081 38.828 2:00:00 PM 2.387 1.281 63.649 2:15:00 AM 1.813 0.961 31.6 2:15:00 PM 2.301 1.182 55.886 2:30:00 AM 1.838 1.063 36.326 2:30:00 PM 2.264 1.202 51.534 2:45:00 AM 1.828 1.001 33.515 2:45:00 PM 2.393 1.368 64.905 3:00:00 AM 1.743 0.981 31.064 3:00:00 PM 2.565 1.363 75.206 3:15:00 AM 1.641 0.959 27.794 3:15:00 PM 2.597 1.397 73.061 3:30:00 AM 1.692 1.177 35.683 3:30:00 PM 2.704 1.318 77.803 3:45:00 AM 1.74 1.062 33.375 3:45:00 PM 2.709 1.394 81.864 4:00:00 AM 1.758 1.089 34.806 4:00:00 PM 2.847 1.402 86.772 4:15:00 AM 1.967 1.111 37.337 4:15:00 PM 2.946 1.519 101.151 4:30:00 AM 1.984 1.053 40.138 4:30:00 PM 2.995 1.326 89.754 4:45:00 AM 1.922 1.066 38.52 4:45:00 PM 3.091 1.485 102.426 5:00:00 AM 2.102 1.232 48.804 5:00:00 PM 3.154 1.441 106.572 5:15:00 AM 1.975 1.049 38.625 5:15:00 PM 2.998 1.366 90.883 5:30:00 AM 1.917 1.027 36.667 5:30:00 PM 3.126 1.404 97.655 5:45:00 AM 1.999 1.121 43.254 5:45:00 PM 3.424 1.653 137.078 6:00:00 AM 2.193 1.239 52.812 6:00:00 PM 3.389 1.467 119.919 6:15:00 AM 2.371 1.357 62.247 6:15:00 PM 3.241 1.532 115.338 6:30:00 AM 2.284 1.256 58.685 6:30:00 PM 3.256 1.493 110.515 6:45:00 AM 2.525 1.321 65.706 6:45:00 PM 3.121 1.499 109.216 7:00:00 AM 2.631 1.474 78.982 7:00:00 PM 3.31 1.459 115.443 7:15:00 AM 3.094 1.444 103.95 7:15:00 PM 3.399 1.545 126.889 7:30:00 AM 2.953 1.359 90.407 7:30:00 PM 3.228 1.607 118.143 7:45:00 AM 2.86 1.514 94.8 7:45:00 PM 3.302 1.579 119.502 8:00:00 AM 2.727 1.433 82.524 8:00:00 PM 3.402 1.685 138.509 8:15:00 AM 2.59 1.36 74.101 8:15:00 PM 3.359 1.509 118.458 8:30:00 AM 2.462 1.279 65.891 8:30:00 PM 3.321 1.482 117.493 8:45:00 AM 2.436 1.318 67.567 8:45:00 PM 3.91 1.726 170.549 9:00:00 AM 2.463 1.31 68.212 9:00:00 PM 3.968 1.658 168.692 9:15:00 AM 2.473 1.405 73.633 9:15:00 PM 3.983 1.649 168.634 9:30:00 AM 2.363 1.375 66.491 9:30:00 PM 4.207 1.717 189.301 9:45:00 AM 2.383 1.296 64.381 9:45:00 PM 4.099 1.707 181.629 10:00:00 AM 2.433 1.437 71.832 10:00:00 PM 3.984 1.552 153.851 10:15:00 AM 2.37 1.336 65.883 10:15:00 PM 3.726 1.649 153.793 10:30:00 AM 2.494 1.394 68.273 10:30:00 PM 3.448 1.461 116.194 10:45:00 AM 2.434 1.303 66.748 10:45:00 PM 3.261 1.666 129.056 11:00:00 AM 2.65 1.262 68.043 11:00:00 PM 3.243 1.481 113.179 11:15:00 AM 2.632 1.184 67.794 11:15:00 PM 3.196 1.453 109.072 11:30:00 AM 2.772 1.311 78.947 11:30:00 PM 3.093 1.543 110.995 11:45:00 AM 2.547 1.303 71.215 11:45:00 PM 2.709 1.395 80.552 Inches Feet/Sec GPM
Daily Avg: 2.670 1.345 81.353
Daily Min: 1.641 0.959 27.794
Daily Max: 4.207 1.726 189.301
Peak to Avg: 2.33
Tuesday - A.M. 8/8/2023 Tuesday - P.M. 8/8/2023

Project: City of McFarland - Sewer Flow Study
Location: MH-7084
Flow Meter: Teledyne Isco 2150 Area Velocity w/ Pressure Transducer Time Period: 8/9/2023, 12:00 a.m. - 12:00 p.m.

MAXIMUM DAILY FLOW DATA
Maximum Level Maximum Velocity Maximum Flow Rate

Sewer Line Flow Study Summary
Maximum Level Maximum Flow Rate Maximum Velocity
Average:

Maximum:

Minimum:

1.257

1.894

0.471
Velocity - Feet per Second
Average:

Maximum:

Minimum:

Max d/D:

2.646

4.207

2.646

35.1%
Level - Inches
Average:

Maximum::

Minimum:

Peak to Average

77.095
189.301

9.432

2.33 Flow Rate - Gallons Per Minute
Project: City of McFarland, Sewer Flow Study
Location: MH-7084
Pipe Size: 12” VCP
Time Period: 7/26/2023, 12:00 a.m. - 8/9/2023, 12:00 a.m.

Sewer Line Daily Totals
Daily Totals - US Gallons
Project: City of McFarland, Sewer Flow Study
Location: MH-7084
Pipe Size: 12” VCP
Time Period: 7/26/2023, 12:00 a.m. - 8/9/2023, 12:00 a.m.

Date: Gallons:
7/26/2023 108,775
7/27/2023 109,520
7/28/2023 106,170
7/29/2023 113,565
7/30/2023 118,993
7/31/2023 107,208
8/1/2023 110,026
8/2/2023 109,690
8/3/2023 107,592
8/4/2023 105,199
8/5/2023 112,288
8/6/2023 132,339
8/7/2023 110,749
8/8/2023 109,335
8/9/2023 103,805
Total Recorded Flow (15 Days) 1,665,250

Project: City of McFarland - Sewer Flow Study
Manhole Location: MH-7084
Time Level Velocity Flow Time Level Velocity Flow
12:00:00 AM 2.619 1.309 71.73 12:00:00 PM 2.462 1.291 66.319 12:15:00 AM 2.277 1.161 54.041 12:15:00 PM 2.379 1.18 58.477 12:30:00 AM 2.269 1.189 54.401 12:30:00 PM 2.531 1.334 67.675 12:45:00 AM 2.216 1.117 45.878 12:45:00 PM 2.465 1.271 66.285 1:00:00 AM 1.874 1.005 35.339 1:00:00 PM 2.651 1.39 80.409 1:15:00 AM 1.877 1.245 43.677 1:15:00 PM 2.363 1.134 55.651 1:30:00 AM 1.903 1.072 37.52 1:30:00 PM 2.455 1.262 65.451 1:45:00 AM 1.726 0.993 30.982 1:45:00 PM 2.444 1.275 59.72 2:00:00 AM 1.548 0.839 22.345 2:00:00 PM 2.257 1.301 59.8 2:15:00 AM 1.515 0.967 24.858 2:15:00 PM 2.382 1.241 61.608 2:30:00 AM 1.489 0.756 18.243 2:30:00 PM 2.541 1.208 65.739 2:45:00 AM 1.513 0.932 22.354 2:45:00 PM 2.555 1.252 68.677 3:00:00 AM 1.531 0.897 23.497 3:00:00 PM 2.715 1.314 77.261 3:15:00 AM 1.407 0.726 16.818 3:15:00 PM 2.886 1.408 91.846 3:30:00 AM 1.437 0.964 22.82 3:30:00 PM 2.804 1.575 97.918 3:45:00 AM 1.518 0.9 23.289 3:45:00 PM 2.991 1.388 93.552 4:00:00 AM 1.559 0.892 24.017 4:00:00 PM 3.024 1.385 93.829 4:15:00 AM 1.733 1.05 32.941 4:15:00 PM 3.079 1.508 107.821 4:30:00 AM 1.641 0.986 27.677 4:30:00 PM 2.873 1.461 94.728 4:45:00 AM 2.026 1.216 47.833 4:45:00 PM 2.993 1.422 97.697 5:00:00 AM 1.934 1.136 41.792 5:00:00 PM 3.114 1.576 114.472 5:15:00 AM 2.106 1.21 48.889 5:15:00 PM 3.364 1.714 137.008 5:30:00 AM 2.126 1.164 49.091 5:30:00 PM 3.443 1.452 119.381 5:45:00 AM 2.049 1.202 45.404 5:45:00 PM 3.421 1.428 114.944 6:00:00 AM 2.323 1.209 57.916 6:00:00 PM 3.193 1.483 111.609 6:15:00 AM 2.112 1.235 51.324 6:15:00 PM 3.048 1.503 105.941 6:30:00 AM 2.163 1.12 47.674 6:30:00 PM 3.258 1.5 116.095 6:45:00 AM 2.668 1.369 77.863 6:45:00 PM 3.24 1.488 114.257 7:00:00 AM 2.986 1.438 98.456 7:00:00 PM 3.077 1.415 101.043 7:15:00 AM 2.905 1.583 104.235 7:15:00 PM 2.999 1.406 96.815 7:30:00 AM 2.924 1.371 91.155 7:30:00 PM 3.117 1.502 109.235 7:45:00 AM 2.903 1.639 107.791 7:45:00 PM 3.31 1.566 123.862 8:00:00 AM 2.83 1.551 96.194 8:00:00 PM 3.351 1.677 134.263 8:15:00 AM 2.839 1.36 86.715 8:15:00 PM 3.308 1.539 121.682 8:30:00 AM 2.494 1.284 66.815 8:30:00 PM 3.312 1.527 118.446 8:45:00 AM 2.261 1.372 63.227 8:45:00 PM 3.506 1.494 122.406 9:00:00 AM 2.232 1.298 58.713 9:00:00 PM 3.809 1.725 164.811 9:15:00 AM 2.236 1.288 57.037 9:15:00 PM 3.911 1.633 160.678 9:30:00 AM 2.237 1.171 50.646 9:30:00 PM 3.813 1.663 158.442 9:45:00 AM 2.111 1.183 47.682 9:45:00 PM 3.755 1.525 140.895 10:00:00 AM 1.943 1.046 36.773 10:00:00 PM 4.087 1.616 171.227 10:15:00 AM 2.135 1.12 47.52 10:15:00 PM 3.931 1.587 153.286 10:30:00 AM 2.1 1.174 47.348 10:30:00 PM 3.738 1.584 148.413 10:45:00 AM 2.378 1.237 61.228 10:45:00 PM 3.446 1.416 113.329 11:00:00 AM 2.402 1.301 65.195 11:00:00 PM 3.244 1.489 114.55 11:15:00 AM 2.451 1.259 65.093 11:15:00 PM 2.993 1.305 89.673 11:30:00 AM 2.378 1.23 57.299 11:30:00 PM 2.969 1.447 98.291 11:45:00 AM 2.524 1.28 69.031 11:45:00 PM 2.697 1.291 76.362 Inches Feet/Sec GPM
Daily Avg: 2.601 1.304 77.774
Daily Min: 1.407 0.726 16.818
Daily Max: 4.087 1.725 171.227
Peak to Avg: 2.20
Tuesday - A.M. 8/8/2023 Tuesday - P.M. 8/8/2023

APPENDIX B - DSI SEWER CCTV INSPECTION REPORT (ABBREVIATED)

DOWNSTREAMSERVICES.COM
Services, Inc.
$JUZ
PG
.D'BSMBOE
4FXFS
$$57
*OTQFDUJPOT
4FXFS
$$57
*OTQFDUJPOT

UP


The information contained in this document was prepared by Downstream Services Inc. and is confidential, privileged and intended only for use by its clients who have received its reports and only on condition that this information shall not be published, reproduced or redistributed for any purpose whatsoever. This information is not intended for use as a substitute for the advice of a professional engineer. Neither Downstream Services, Inc. or its clients shall acquire any right, title or interest in the PACP® condition codes, which are the intellectual property of NASSCO, INC.

PACP CONDITION

GRADING SYSTEM
From the Pipeline Assessment Certification Program Handbook, Version 7.0.2 September 2016, page C-1.

Colors added to match reporting software.

Using the PACP Code Matrix, each PACP code is assigned a condition grade ranging from 1 to 5. Grades are assigned based on the significance of the defect, extent of damage, percentage of restriction to flow capacity or the amount of wall loss due to deterioration.

Note: The PACP Condition Grading System alone is inadequate for determining if a pipe segment should be rehabilitated or replaced. Many other factors in addition to the internal condition of the segment should be considered. The fact that a segment has significant grade 4 or grade 5 defects does not necessarily mean the pipe segment should be immediately rehabilitated, thus PACP does not replace the judgment of professional engineers.

CONDITION GRADES
Condition Grades are assigned for two defects categories, structural and operation and maintenance (O&M). Grades and definitions are listed below:

O5 – MOST SIGNIFICANT DEFECT GRADE
O4 – SIGNIFICANT DEFECT GRADE
O3 – MODERATE DEFECT GRADE
O2 – MINOR TO MODERATE DEFECT GRADE
O1 – MINOR DEFECT GRADE
2

The information contained in this document was prepared by Downstream Services Inc. and is confidential, privileged and intended only for use by its clients who have received its reports and only on condition that this information shall not be published, reproduced or redistributed for any purpose whatsoever. This information is not intended for use as a substitute for the advice of a professional engineer. Neither Downstream Services, Inc. or its clients shall acquire any right, title or interest in the PACP® condition codes, which are the intellectual property of NASSCO, INC.

PACP QUICK RATING
From the Pipeline Assessment Certification Program Handbook, Version 7.0.2 September 2016, page C-3.

The PACP Quick Rating is a shorthand way of expressing the number of occurrences for the two highest severity grades. The quick rating is a four character score compiled as follows:

First Character: Highest severity grade occurring along the pipe length.

Second Character: Total number of occurrences of that highest severity grade. If the total number exceeds 9, then alphabetic characters are used as follows:
10 to 14=A, 15 to 19=B and 20 to 24=C, etc.

Third Character: Second highest severity grade occurring along the pipe length.

Fourth Character: Total number of the second highest severity grade occurrences. If the total number exceeds 9, then alphabetic characters are used as follows:
10 to 14=A, 15 to 19=B and 20 to 24=C, etc.

FOR EXAMPLE: 4B27
This immediately shows no grade
5 defects or grade 3 defects were
observed.

However, fifteen to nineteen
grade 4 defects and seven grade 2
defects were found.
4 2 3 2
Highest
severity
grade
Total number of
occurrences of highest
severity grade
Next
highest
severity
grade
Total number of
occurrences of second
highest severity grade
3

Appendix B - Color Coded Chart
Pipeline Assessment Certification Program B-1 Copyright © 2016, NASSCO Version 7.0.2 September 2016
C CRACK 4-3CL Longitudinal CC Circumferential CM Multiple CS Spiral CH Hinge (2, 3, 4) H HOLE 4-21HSV Soil Visible HVV Void Visible
B BROKEN 4-17BSV Soil Visible BVV Void Visible
F FRACTURE 4-9FL Longitudinal FC Circumferential FM Multiple FS Spiral FH Hinge (2, 3, 4)
 






NASSCO’S PIPELINE ASSESSMENT CERTIFICATION PROGRAM
® (PACP
®)
J JOINT 4-43JAS Angular Small JAM Angular Medium JAL Angular Large S SURFACE 4-51
DAMAGE
SRV Reinforcement Visible SRP Reinforcemt.Projecting SRC Reinforcemt.Corroded SMW Missing Wall J JOINT 4-43JSS Separation Small JSM Separation Med. JSL Separation Large LF LINING 4-67 FEATURES LFAC Abdn'd Connection LFAS Annular Space LFB Blistered Lining LFCS Service Cut Shifted LF LINING 4-67 FEATURES LFD Detached LFDC Discoloration LFDE Defective End LFDL Delamination RP POINT REPAIR 4-89RPL Liner RPLD Liner Defective RPP Patch RPPD Patch Defective RP POINT REPAIR 4-89RPR Replacement RPRD Replmt. Defective RPZ Other RPZD Other Defective WF WELD 4-85 FAILURE WFC Circumferential WFL Longitudinal WFM Multiple WFS Spiral WFZ Other LF LINING 4-67 FEATURES LFOC Overcut Service LFRS Resin Slug LFUC Undercut Service LFW Wrinkled LFZ Other S SURFACE 4-51 DAMAGESSS Surface Spalling SSC Surface Spalling Coating SCP Chemical Attack SZ Other X COLLAPSE 4-37X Collapse
No descriptors and no
modifiers used.

S SURFACE 4-51 DAMAGE SRI Roughness Increased SAV Aggregate Visible SAP Aggregate Projecting SAM Aggregate Missing J JOINT 4-43JOS Offset Small JOM Offset Medium JOL Offset Large D DEFORMED 4-25
(Flexible)
DFBR Bulging Round DFBI Bulging Inv.Curv. DFC Creasing DFE Elliptical D DEFORMED 4-25
(Brick)
DTBR Bulging Round DTBI Bulging Inv.Curv.

D DEFORMED 4-25
(Rigid)
DR Deformed Rigid
No modifiers used.

BRICKWORK 4-97
DB Displaced MB Missing DI Dropped Invert
BRICKWORK 4-97
MMS Mortar Missing Small MMM Mortar Missing Med. MML Mortar Missing Large J JOINT 4-43JOSD Offset Small Defect JOMD Offset Medium Defect JOLD Offset Large Defect

Appendix B - Color Coded Chart
Pipeline Assessment Certification Program B-2 Copyright © 2016, NASSCO Version 7.0.2 September 2016 D DEPOSITS 5-3
(Attached)
DAE Encrustation DAGS Grease DAR Ragging DAZ Other
D DEPOSITS 5-4
(Settled)
DSF Fine DSGV Gravel DSC Hard/Compact DSZ Other








R ROOTS 5-11
(Ball)
RBB Barrel RBL Lateral RBC Connection RBJ Joint
R ROOTS 5-11
(Medium)
RMB Barrel RML Lateral RMC Connection RMJ Joint
R ROOTS 5-11
(Tap)
RTB Barrel RTL Lateral RTC Connection RTJ Joint
R ROOTS 5-11
(Fine)
RFB Barrel RFL Lateral RFC Connection RFJ Joint
D DEPOSITS 5-4
(Ingress)
DNF Fine (silt/sand) DNGV Gravel DNZ Other
I INFILTRATION 5-19IS Stain ISB Barrel ISC Connection ISJ Joint ISL Lateral OB OBSTACLES 5-31
OBSTRUCTIONS OBB Brick or Masonry OBC Object Through
Connection
OBI Object Intruding
Through Wall
OB OBSTACLES 5-31 OBSTRUCTIONS OBJ Object in Joint OBM Pipe Material in Invert OBN Construction Debris OBP External Pipe Cable OB OBSTACLES 5-31
OBSTRUCTIONS OBR Rocks OBS Built In Structure OBZ Other G GROUT TEST 5-49
& SEAL GTP Grout Test Passed GTPJ Joint GTPL Lateral GTF Grout Test Failed GTFJ Joint GTFL Lateral NASSCO’S PIPELINE ASSESSMENT CERTIFICATION PROGRAM® (PACP)® G GROUT TEST 5-49 & SEAL GTU Grout Test Unable GTUJ Joint GTUL Lateral GRT Grout Test Location V VERMIN 5-45
VR Rat VC Cockroach VZ Other















M 7-1 MISCELLANEOUS FEATURES MCU Camera Underwater MGO General Observation MGP General Photograph MJL Joint Length A ACCESS 6-25 POINTACB Catch Basin ACO Cleanout ACOM Mainline ACOP Property ACOH House T TAP 6-3TF Factory Made TFI Intruding TFD DefectiveTFC Capped TFA Activity TFB Abandoned ISINTRUDINGSEALING MATERIAL 6-15ISSR Sealing Ring ISSRB Broken ISSRH Hanging ISSRL Loose ISGT Grout ISZ Other M 7-1 MISCELLANEOUS FEATURES MWLS Water Level Sag MWM Water Mark MY Dye Test MYV Dye Visible MYN Not Visible T TAP 6-3
TS Saddle TSI Intruding TSD Defective TSC Capped TSA Activity TSB Abandoned A ACCESS 6-25 POINTAOC Other StructureATC Tee Connection AWA Wastewater Access AWW Wetwell AZ Other M 7-1 MISCELLANEOUS FEATURES MLC Lining Change MMC Material Change MSC Shape/Size Change MSA Survey Abandoned MWL Water Level T TAP 6-3
TB Break-In/Hammer TBI Intruding TBD Defective TBC Capped TBA Activity TBB Abandoned A ACCESS 6-25 POINTADP Discharge Point AEP End of Pipe AJB Junction Box AM Meter AMH Manhole L LINE 6-21 (of sewer) LD Down LL Left LLD Left Down LLU Left Up L LINE 6-21 (of sewer)LR Right LRD Right Down LRU Right Up LU Up T TAP 6-3TR Rehabilitated TRI Intruding TRD DefectiveTRC Capped TRA Activity TRB Abandoned I INFILTRATION 5-19IW Weeper IWB Barrel IWC Connection IWJ Joint IWL Lateral I INFILTRATION 5-19ID Dripper IDB Barrel IDC Connection IDJ Joint IDL Lateral I INFILTRATION 5-19IR Runner IRB Barrel IRC Connection IRJ Joint IRL Lateral I INFILTRATION 5-19IG Gusher IGB Barrel IGC Connection IGJ Joint IGL Lateral

Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.:

Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:

City of McFarland // Page: 1
City: McFarland Drainage Area: Upstream MH: 7001
Street: Perkins Ave Media Label: Up Rim to Invert: 0.0
Location Code: Flow Control: Downstream MH: Headworks
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0 Pipe size: 18 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:2257 Distance Code Observation Grade

0.0 AMH Manhole / 7001

0.0 MWL Water Level, 25% of the vertical dimension

9.1 DAGS Deposits Attached Grease, 5% of cross sectional area from 3 o'clock to 4 o'clock, within 8 inch
M2

10.3 S01 MWLS Miscellaneous Water Level, Sag, 40% of the vertical dimension, Start

23.4 FM Fracture Multiple from 2 o'clock to 4 o'clock, within 8 inch S4

29.0 FM Fracture Multiple from 9 o'clock to 2 o'clock, within 8 inch S4

43.8 F01 MWLS Miscellaneous Water Level, Sag, 40% of the vertical dimension, Finish
S3

50.5 FM Fracture Multiple from 10 o'clock to 1 o'clock, within 8 inch S4

92.2 FM Fracture Multiple from 10 o'clock to 3 o'clock, within 8 inch S4 145.0 FM Fracture Multiple from 8 o'clock to 11 o'clock, within 8 inch S4 260.6 FM Fracture Multiple from 10 o'clock to 2 o'clock, within 8 inch S4 264.2 MWL Water Level, 30% of the vertical dimension
281.8 MWL Water Level, 20% of the vertical dimension
288.1 DAGS Deposits Attached Grease, 5% of cross sectional area from 8 o'clock to 10 o'clock, within 8 inch
M2
288.1 DAGS Deposits Attached Grease, 5% of cross sectional area from 3 o'clock to 4 o'clock, within 8 inch
M2
299.0 AMH Manhole / Headworks
12/8/2023 Grant Light U-0417-07007899 7001 - Headworks
No Pre-Cleaning Downstream 299.00 ' 299.00 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
4637 2300 45.0 6.0 51.0 3.5 2.0 3.2
7001
Headworks

Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.:

Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:

City of McFarland // Page: 9
City: McFarland Drainage Area: Upstream MH: 7003
Street: Perkins Ave Media Label: Up Rim to Invert: 0.0
Location Code: Flow Control: Downstream MH: 7001
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0 Pipe size: 18 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:2339 Distance Code Observation Grade

0.0 AMH Manhole / 7003

0.0 MWL Water Level, 10% of the vertical dimension

5.5 DAGS Deposits Attached Grease, 5% of cross sectional area from 7 o'clock to 8 o'clock, within 8 inch
M2

8.4 FM Fracture Multiple from 8 o'clock to 4 o'clock, within 8 inch S4

12.7 DAGS Deposits Attached Grease, 5% of cross sectional area from 7 o'clock to 8 o'clock, within 8 inch
M2

19.3 FM Fracture Multiple from 8 o'clock to 5 o'clock, within 8 inch S4

35.1 S01 DAGS Deposits Attached Grease, 5% of cross sectional area from 7 o'clock to 9 o'clock, within 8 inch, Start

35.1 S02 DAGS Deposits Attached Grease, 5% of cross sectional area from 3 o'clock to 5 o'clock, within 8 inch, Start

62.9 SMW Surface Damage Missing Wall at 12 o'clock, within 8 inch S5

71.0 FM Fracture Multiple from 8 o'clock to 4 o'clock, within 8 inch S4

93.0 FM Fracture Multiple from 9 o'clock to 3 o'clock, within 8 inch S4 208.1 FM Fracture Multiple from 9 o'clock to 3 o'clock, within 8 inch S4 271.3 F02 DAGS Deposits Attached Grease, 5% of cross sectional area from 3 o'clock to 5 o'clock, within 8 inch, Finish
M2
286.9 FS Fracture Spiral from 1 o'clock to 2 o'clock, within 8 inch S3 291.0 FM Fracture Multiple from 10 o'clock to 3 o'clock, within 8 inch S4 301.4 S03 DAGS Deposits Attached Grease, 5% of cross sectional area from 3 o'clock to 5 o'clock, within 8 inch, Start
12/7/2023 Grant Light U-0417-07007899 7003 - 7001
No Pre-Cleaning Downstream 496.10 ' 496.10 '
7003

Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.:

Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:

City of McFarland // Page: 10
1:2339 Distance Code Observation Grade
318.2 FM Fracture Multiple from 10 o'clock to 4 o'clock, within 8 inch S4 322.0 FM Fracture Multiple from 10 o'clock to 4 o'clock, within 8 inch S4 333.3 FM Fracture Multiple from 9 o'clock to 11 o'clock, within 8 inch S4 343.6 FM Fracture Multiple from 11 o'clock to 4 o'clock, within 8 inch S4 354.4 FM Fracture Multiple from 10 o'clock to 2 o'clock, within 8 inch S4 364.4 FM Fracture Multiple from 9 o'clock to 2 o'clock, within 8 inch S4 375.1 FM Fracture Multiple from 10 o'clock to 4 o'clock, within 8 inch S4 475.5 F03 DAGS Deposits Attached Grease, 5% of cross sectional area from 3 o'clock to 5 o'clock, within 8 inch, Finish
M2
475.5 F01 DAGS Deposits Attached Grease, 5% of cross sectional area from 7 o'clock to 9 o'clock, within 8 inch, Finish
M2
479.7 FM Fracture Multiple from 12 o'clock to 2 o'clock, within 8 inch S4 496.1 AMH Manhole / 7001
12/7/2023 Grant Light U-0417-07007899 7003 - 7001
No Pre-Cleaning Downstream 496.10 ' 496.10 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
514A 2Z00 64.0 344.0 408.0 4.0 2.0 2.2
7001

Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.:

Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:

City of McFarland // Page: 27
City: McFarland Drainage Area: Upstream MH: 7006
Street: Perkins Ave Media Label: Up Rim to Invert: 0.0
Location Code: Flow Control: Downstream MH: 7003
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0 Pipe size: 18 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:2190 Distance Code Observation Grade

0.0 AMH Manhole / 7006

0.0 MWL Water Level, 10% of the vertical dimension

0.0 S01 DAGS Deposits Attached Grease, 10% of cross sectional area from 7 o'clock to 9 o'clock, within 8 inch, Start

0.0 S02 DAGS Deposits Attached Grease, 10% of cross sectional area from 3 o'clock to 5 o'clock, within 8 inch, Start

5.6 FS Fracture Spiral from 1 o'clock to 2 o'clock, within 8 inch S3

10.2 FM Fracture Multiple from 9 o'clock to 3 o'clock, within 8 inch S4

16.3 FM Fracture Multiple from 10 o'clock to 2 o'clock, within 8 inch S4

21.0 FM Fracture Multiple from 11 o'clock to 1 o'clock, within 8 inch S4

37.2 FM Fracture Multiple from 11 o'clock to 2 o'clock, within 8 inch S4

52.4 FM Fracture Multiple from 10 o'clock to 2 o'clock, within 8 inch S4

78.3 FM Fracture Multiple from 8 o'clock to 4 o'clock, within 8 inch S4

83.5 FM Fracture Multiple from 11 o'clock to 2 o'clock, within 8 inch S4

88.1 FS Fracture Spiral from 2 o'clock to 4 o'clock, within 8 inch S3 103.4 F02 DAGS Deposits Attached Grease, 10% of cross sectional area from 3 o'clock to 5 o'clock, within 8 inch, Finish
M2
103.4 F01 DAGS Deposits Attached Grease, 10% of cross sectional area from 7 o'clock to 9 o'clock, within 8 inch, Finish
M2
104.6 FM Fracture Multiple from 8 o'clock to 2 o'clock, within 8 inch S4 12/7/2023 Grant Light U-0417-07007899 7006 - 7003
No Pre-Cleaning Downstream 674.90 ' 674.90 '
7006

Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.:

Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:

City of McFarland // Page: 28
1:2190 Distance Code Observation Grade
109.7 FL Fracture Longitudinal at 2 o'clock, within 8 inch S3 115.2 FM Fracture Multiple from 11 o'clock to 5 o'clock, within 8 inch S4 119.5 FM Fracture Multiple from 10 o'clock to 3 o'clock, within 8 inch S4 125.2 FS Fracture Spiral from 10 o'clock to 2 o'clock, within 8 inch S3 135.9 FM Fracture Multiple from 12 o'clock to 4 o'clock, within 8 inch S4 140.3 FM Fracture Multiple from 10 o'clock to 4 o'clock, within 8 inch S4 147.0 FM Fracture Multiple from 11 o'clock to 2 o'clock, within 8 inch S4 152.1 FM Fracture Multiple from 11 o'clock to 1 o'clock, within 8 inch S4 156.4 S03 FM Fracture Multiple from 7 o'clock to 5 o'clock, within 8 inch, Start / Wanderinfg
219.9 F03 FM Fracture Multiple from 7 o'clock to 5 o'clock, within 8 inch, Finish / Wanderinfg
S4
225.5 FM Fracture Multiple from 10 o'clock to 4 o'clock, within 8 inch S4 230.8 FS Fracture Spiral from 1 o'clock to 2 o'clock, within 8 inch S3 234.1 FM Fracture Multiple from 9 o'clock to 4 o'clock S4 239.9 S04 FM Fracture Multiple from 7 o'clock to 5 o'clock, within 8 inch, Start / Wandering
450.6 F04 FM Fracture Multiple from 7 o'clock to 5 o'clock, within 8 inch, Finish / Wandering
S4
473.6 DAGS Deposits Attached Grease, 5% of cross sectional area from 8 o'clock to 9 o'clock
M2
502.9 FS Fracture Spiral from 1 o'clock to 2 o'clock, within 8 inch S3 508.5 FM Fracture Multiple from 10 o'clock to 2 o'clock, within 8 inch S4 512.5 FM Fracture Multiple from 10 o'clock to 2 o'clock, within 8 inch S4 524.4 FM Fracture Multiple from 10 o'clock to 11 o'clock, within 8 inch S4 12/7/2023 Grant Light U-0417-07007899 7006 - 7003
No Pre-Cleaning Downstream 674.90 ' 674.90 '

Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.:

Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:

City of McFarland // Page: 29
1:2190 Distance Code Observation Grade
535.2 S05 DAGS Deposits Attached Grease, 5% of cross sectional area from 7 o'clock to 9 o'clock, within 8 inch, Start
535.2 S06 DAGS Deposits Attached Grease, 5% of cross sectional area from 3 o'clock to 5 o'clock, within 8 inch, Start
539.7 FS Fracture Spiral from 2 o'clock to 3 o'clock, within 8 inch S3 547.4 S07 MWLS Miscellaneous Water Level, Sag, 20% of the vertical dimension, Start
550.2 FS Fracture Spiral from 3 o'clock to 4 o'clock, within 8 inch S3 553.0 F05 DAGS Deposits Attached Grease, 5% of cross sectional area from 7 o'clock to 9 o'clock, within 8 inch, Finish
M2
553.0 F06 DAGS Deposits Attached Grease, 5% of cross sectional area from 3 o'clock to 5 o'clock, within 8 inch, Finish
M2
553.0 S08 RPRD Point Repair Replacement Defective, within 8 inch, Start /

PVC , JOL
592.7 F08 RPRD Point Repair Replacement Defective, within 8 inch, Finish /

PVC , JOL
S4
601.4 S09 DAGS Deposits Attached Grease, 5% of cross sectional area from 8 o'clock to 9 o'clock, within 8 inch, Start
601.4 S10 DAGS Deposits Attached Grease, 5% of cross sectional area from 3 o'clock to 4 o'clock, within 8 inch, Start
665.5 FM Fracture Multiple from 8 o'clock to 4 o'clock, within 8 inch S4 674.9 F07 MWLS Miscellaneous Water Level, Sag, 20% of the vertical dimension, Finish
S2
674.9 F09 DAGS Deposits Attached Grease, 5% of cross sectional area from 8 o'clock to 9 o'clock, within 8 inch, Finish
M2
674.9 F10 DAGS Deposits Attached Grease, 5% of cross sectional area from 3 o'clock to 4 o'clock, within 8 inch, Finish
M2
674.9 AMH Manhole / 7003
12/7/2023 Grant Light U-0417-07007899 7006 - 7003
No Pre-Cleaning Downstream 674.90 ' 674.90 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
4O38 2O00 408.0 162.0 570.0 3.5 2.0 2.9
7003

Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.:

Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:

City of McFarland // Page: 45
City: McFarland Drainage Area: Upstream MH: 7008
Street: Perkins Ave Media Label: Up Rim to Invert: 0.0
Location Code: Flow Control: Downstream MH: 7006
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0 Pipe size: 18 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:2797 Distance Code Observation Grade

0.0 AMH Manhole / 7008

0.0 MWL Water Level, 10% of the vertical dimension

1.5 FM Fracture Multiple from 9 o'clock to 3 o'clock, within 8 inch S4

8.0 FM Fracture Multiple from 10 o'clock to 3 o'clock, within 8 inch S4

14.0 S01 FM Fracture Multiple from 7 o'clock to 5 o'clock, within 8 inch, Start / Wandering

34.5 S02 DAGS Deposits Attached Grease, 5% of cross sectional area from 2 o'clock to 4 o'clock, within 8 inch, Start

34.5 S03 DAGS Deposits Attached Grease, 5% of cross sectional area from 8 o'clock to 10 o'clock, within 8 inch, Start
120.1 F02 DAGS Deposits Attached Grease, 5% of cross sectional area from 2 o'clock to 4 o'clock, within 8 inch, Finish
M2
120.1 F03 DAGS Deposits Attached Grease, 5% of cross sectional area from 8 o'clock to 10 o'clock, within 8 inch, Finish
M2
149.1 S04 DAGS Deposits Attached Grease, 5% of cross sectional area from 3 o'clock to 4 o'clock, within 8 inch, Start
283.9 MWL Water Level, 15% of the vertical dimension
293.6 OBJ Obstruction Wedged In The Joint, 10% of cross sectional area from 4 o'clock to 8 o'clock, within 8 inch
M2
293.9 F04 DAGS Deposits Attached Grease, 5% of cross sectional area from 3 o'clock to 4 o'clock, within 8 inch, Finish
M2
301.7 MWL Water Level, 10% of the vertical dimension
356.5 S05 MWLS Miscellaneous Water Level, Sag, 20% of the vertical dimension, Start
367.5 DAGS Deposits Attached Grease, 5% of cross sectional area from 8 o'clock to 9 o'clock, within 8 inch
M2
12/7/2023 Grant Light U-0417-07007899 7008 - 7006
No Pre-Cleaning Downstream 675.80 ' 675.80 '
7008

Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.:

Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:

City of McFarland // Page: 46
1:2797 Distance Code Observation Grade
373.7 DAGS Deposits Attached Grease, 5% of cross sectional area from 8 o'clock to 9 o'clock, within 8 inch
M2
385.1 F05 MWLS Miscellaneous Water Level, Sag, 20% of the vertical dimension, Finish
S2
674.2 F01 FM Fracture Multiple from 7 o'clock to 5 o'clock, within 8 inch, Finish / Wandering
S4
675.8 AMH Manhole / 7006
12/7/2023 Grant Light U-0417-07007899 7008 - 7006
No Pre-Cleaning Downstream 675.80 ' 675.80 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
4Y26 2L00 548.0 132.0 680.0 3.9 2.0 3.3
7006

Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.:

Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:

City of McFarland // Page: 54
City: McFarland Drainage Area: Upstream MH: 7010
Street: Perkins Ave Media Label: Up Rim to Invert: 0.0
Location Code: Flow Control: Downstream MH: 7008
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0 Pipe size: 18 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:708 Distance Code Observation Grade

0.0 AMH Manhole / 7010

0.0 MWL Water Level, 10% of the vertical dimension

1.3 FS Fracture Spiral from 1 o'clock to 3 o'clock, within 8 inch S3

4.0 FM Fracture Multiple from 10 o'clock to 3 o'clock, within 8 inch S4

9.6 FL Fracture Longitudinal at 10 o'clock, within 8 inch S3

29.9 FM Fracture Multiple from 9 o'clock to 2 o'clock, within 8 inch S4

34.0 FM Fracture Multiple from 10 o'clock to 3 o'clock, within 8 inch S4

39.1 FL Fracture Longitudinal at 12 o'clock, within 8 inch S3

43.2 FL Fracture Longitudinal at 9 o'clock, within 8 inch S3

43.2 FL Fracture Longitudinal at 1 o'clock, within 8 inch S3

55.7 FS Fracture Spiral from 12 o'clock to 4 o'clock, within 8 inch S3

66.3 FM Fracture Multiple from 10 o'clock to 4 o'clock, within 8 inch S4

72.3 FS Fracture Spiral from 7 o'clock to 10 o'clock, within 8 inch S3

76.7 FM Fracture Multiple from 8 o'clock to 4 o'clock, within 8 inch S4

89.0 FS Fracture Spiral from 11 o'clock to 3 o'clock, within 8 inch S3

91.7 FS Fracture Spiral from 12 o'clock to 3 o'clock, within 8 inch S3 12/7/2023 Grant Light U-0417-07007899 7010 - 7008
No Pre-Cleaning Downstream 229.50 ' 229.50 '
7010

Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.:

Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:

City of McFarland // Page: 55
1:708 Distance Code Observation Grade

95.8 S01 FM Fracture Multiple from 7 o'clock to 5 o'clock, within 8 inch, Start / Wandering
226.7 F01 FM Fracture Multiple from 7 o'clock to 5 o'clock, within 8 inch, Finish / Wandering
S4
229.5 AMH Manhole / 7008
12/7/2023 Grant Light U-0417-07007899 7010 - 7008
No Pre-Cleaning Downstream 229.50 ' 229.50 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
4E39 0000 151.0 0.0 151.0 3.8 0.0 3.8
7008

Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.:

Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:

City of McFarland // Page: 61
City: McFarland Drainage Area: Upstream MH: 7012
Street: Perkins Ave Media Label: Up Rim to Invert: 0.0
Location Code: Flow Control: Downstream MH: 7010
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0 Pipe size: 18 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1303 Distance Code Observation Grade

0.0 AMH Manhole / 7012

0.0 MWL Water Level, 10% of the vertical dimension

0.0 FM Fracture Multiple from 8 o'clock to 4 o'clock, within 8 inch S4

4.0 FM Fracture Multiple from 9 o'clock to 4 o'clock, within 8 inch S4

12.7 FM Fracture Multiple from 8 o'clock to 2 o'clock, within 8 inch S4

16.9 FM Fracture Multiple from 8 o'clock to 4 o'clock, within 8 inch S4

34.1 FM Fracture Multiple from 10 o'clock to 2 o'clock, within 8 inch S4

46.5 FM Fracture Multiple from 10 o'clock to 2 o'clock S4

54.9 FM Fracture Multiple from 10 o'clock to 2 o'clock, within 8 inch S4 115.2 FM Fracture Multiple from 11 o'clock to 4 o'clock, within 8 inch S4 120.2 FM Fracture Multiple from 9 o'clock to 3 o'clock, within 8 inch S4 146.1 FM Fracture Multiple from 10 o'clock to 2 o'clock, within 8 inch S4 149.6 FS Fracture Spiral from 9 o'clock to 11 o'clock, within 8 inch S3 157.6 FM Fracture Multiple from 7 o'clock to 10 o'clock, within 8 inch S4 166.5 FM Fracture Multiple from 10 o'clock to 2 o'clock, within 8 inch S4 170.6 FM Fracture Multiple from 10 o'clock to 3 o'clock, within 8 inch S4 12/7/2023 Grant Light U-0417-07007899 7012 - 7010
No Pre-Cleaning Downstream 446.10 ' 446.10 '
7012

Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.:

Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:

City of McFarland // Page: 62
1:1303 Distance Code Observation Grade
174.6 FS Fracture Spiral from 11 o'clock to 2 o'clock, within 8 inch S3 186.9 FM Fracture Multiple from 10 o'clock to 3 o'clock, within 8 inch S4 191.4 FM Fracture Multiple from 9 o'clock to 2 o'clock, within 8 inch S4 195.7 FM Fracture Multiple from 10 o'clock to 2 o'clock, within 8 inch S4 199.3 FM Fracture Multiple from 10 o'clock to 4 o'clock, within 8 inch S4 204.2 FS Fracture Spiral from 12 o'clock to 2 o'clock, within 8 inch S3 208.1 FM Fracture Multiple from 9 o'clock to 2 o'clock, within 8 inch S4 212.1 BSV Broken Soil Visible from 11 o'clock to 12 o'clock, within 8 inch
S5
223.4 FS Fracture Spiral from 1 o'clock to 3 o'clock, within 8 inch S3 228.6 FM Fracture Multiple from 10 o'clock to 2 o'clock, within 8 inch S4 232.5 FS Fracture Spiral from 12 o'clock to 2 o'clock, within 8 inch S3 249.7 FM Fracture Multiple from 9 o'clock to 3 o'clock, within 8 inch S4 252.3 FM Fracture Multiple from 9 o'clock to 3 o'clock, within 8 inch S4 294.5 CL Crack Longitudinal at 3 o'clock, within 8 inch S2 298.7 FM Fracture Multiple from 10 o'clock to 2 o'clock, within 8 inch S4 302.9 FM Fracture Multiple from 10 o'clock to 3 o'clock, within 8 inch S4 319.3 FM Fracture Multiple from 8 o'clock to 4 o'clock, within 8 inch S4 327.5 FM Fracture Multiple from 11 o'clock to 3 o'clock, within 8 inch S4 344.0 FM Fracture Multiple from 9 o'clock to 3 o'clock, within 8 inch S4 347.9 FM Fracture Multiple from 10 o'clock to 3 o'clock, within 8 inch S4 12/7/2023 Grant Light U-0417-07007899 7012 - 7010
No Pre-Cleaning Downstream 446.10 ' 446.10 '

Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.:

Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:

City of McFarland // Page: 63
1:1303 Distance Code Observation Grade
352.8 FL Fracture Longitudinal at 11 o'clock, within 8 inch S3 356.9 S01 FM Fracture Multiple from 8 o'clock to 4 o'clock, within 8 inch, Start / Wandering
393.0 B Broken from 10 o'clock to 4 o'clock, within 8 inch S4 441.4 F01 FM Fracture Multiple from 8 o'clock to 4 o'clock, within 8 inch, Finish / Wandering
S4
446.1 AMH Manhole / 7010
12/7/2023 Grant Light U-0417-07007899 7012 - 7010
No Pre-Cleaning Downstream 446.10 ' 446.10 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
514H 0000 205.0 0.0 205.0 3.9 0.0 3.9
7010

Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.:

Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:

City of McFarland // Page: 75
City: McFarland Drainage Area: Upstream MH: 7014
Street: Perkins Ave Media Label: Up Rim to Invert: 0.0
Location Code: Flow Control: Downstream MH: 7012
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0 Pipe size: 18 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1700 Distance Code Observation Grade

0.0 AMH Manhole / 7014

0.0 MWL Water Level, 20% of the vertical dimension

0.0 S01 DAGS Deposits Attached Grease, 5% of cross sectional area from 3 o'clock to 5 o'clock, within 8 inch, Start / Wandering

0.0 S02 DAGS Deposits Attached Grease, 5% of cross sectional area from 7 o'clock to 9 o'clock, within 8 inch, Start / Wandering

4.1 FM Fracture Multiple from 8 o'clock to 4 o'clock S4

10.4 FM Fracture Multiple from 11 o'clock to 3 o'clock, within 8 inch S4

41.6 FM Fracture Multiple from 8 o'clock to 4 o'clock, within 8 inch S4

46.5 FM Fracture Multiple from 8 o'clock to 4 o'clock, within 8 inch S4

52.9 MWL Water Level, 10% of the vertical dimension

72.3 MWL Water Level, 15% of the vertical dimension

93.2 FM Fracture Multiple from 10 o'clock to 2 o'clock, within 8 inch S4

98.6 FM Fracture Multiple from 9 o'clock to 3 o'clock, within 8 inch S4 115.4 FM Fracture Multiple from 11 o'clock to 4 o'clock, within 8 inch S4 147.2 F01 DAGS Deposits Attached Grease, 5% of cross sectional area from 3 o'clock to 5 o'clock, within 8 inch, Finish / Wandering M2
147.2 F02 DAGS Deposits Attached Grease, 5% of cross sectional area from 7 o'clock to 9 o'clock, within 8 inch, Finish / Wandering M2
185.7 FM Fracture Multiple from 8 o'clock to 4 o'clock, within 8 inch S4 12/7/2023 Grant Light U-0417-07007899 7014 - 7012
No Pre-Cleaning Downstream 676.10 ' 676.10 '
7014

Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.:

Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:

City of McFarland // Page: 76
1:1700 Distance Code Observation Grade
189.6 FM Fracture Multiple from 10 o'clock to 4 o'clock, within 8 inch S4 194.6 FM Fracture Multiple from 9 o'clock to 4 o'clock, within 8 inch S4 199.2 FM Fracture Multiple from 8 o'clock to 4 o'clock, within 8 inch S4 207.0 FM Fracture Multiple from 9 o'clock to 4 o'clock, within 8 inch S4 245.9 FM Fracture Multiple from 8 o'clock to 2 o'clock, within 8 inch S4 254.2 FS Fracture Spiral from 10 o'clock to 12 o'clock, within 8 inch S3 262.5 FS Fracture Spiral from 9 o'clock to 10 o'clock, within 8 inch S3 267.7 FM Fracture Multiple from 9 o'clock to 3 o'clock, within 8 inch S4 274.5 FM Fracture Multiple from 8 o'clock to 2 o'clock, within 8 inch S4 277.5 FM Fracture Multiple from 9 o'clock to 1 o'clock, within 8 inch S4 292.3 B Broken from 10 o'clock to 2 o'clock, within 8 inch S4 299.2 FS Fracture Spiral from 7 o'clock to 9 o'clock, within 8 inch S3 341.3 B Broken from 8 o'clock to 12 o'clock, within 8 inch S4 344.8 FS Fracture Spiral from 8 o'clock to 9 o'clock, within 8 inch S3 348.5 FM Fracture Multiple from 10 o'clock to 4 o'clock, within 8 inch S4 362.5 B Broken from 10 o'clock to 2 o'clock, within 8 inch S4 435.8 FM Fracture Multiple from 10 o'clock to 2 o'clock, within 8 inch S4 466.6 FM Fracture Multiple from 2 o'clock to 5 o'clock, within 8 inch S4 496.5 FS Fracture Spiral from 10 o'clock to 1 o'clock, within 8 inch S3 512.5 FS Fracture Spiral from 10 o'clock to 4 o'clock, within 8 inch S3 12/7/2023 Grant Light U-0417-07007899 7014 - 7012
No Pre-Cleaning Downstream 676.10 ' 676.10 '

Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.:

Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:

City of McFarland // Page: 77
1:1700 Distance Code Observation Grade
518.9 MWL Water Level, 10% of the vertical dimension
528.4 B Broken from 11 o'clock to 12 o'clock, within 8 inch S4 532.4 FM Fracture Multiple from 7 o'clock to 10 o'clock, within 8 inch S4 540.1 FM Fracture Multiple from 10 o'clock to 4 o'clock, within 8 inch S4 544.2 FS Fracture Spiral from 11 o'clock to 2 o'clock, within 8 inch S3 548.1 FS Fracture Spiral from 12 o'clock to 2 o'clock, within 8 inch S3 569.9 FS Fracture Spiral from 10 o'clock to 12 o'clock, within 8 inch S3 586.1 FM Fracture Multiple from 12 o'clock to 2 o'clock, within 8 inch S4 590.3 FS Fracture Spiral from 8 o'clock to 10 o'clock, within 8 inch S3 607.6 FM Fracture Multiple from 10 o'clock to 2 o'clock, within 8 inch S4 614.9 FS Fracture Spiral from 9 o'clock to 12 o'clock, within 8 inch S3 623.3 FM Fracture Multiple from 10 o'clock to 4 o'clock, within 8 inch S4 626.2 S03 MWLS Miscellaneous Water Level, Sag, 20% of the vertical dimension, Start
626.8 FS Fracture Spiral from 2 o'clock to 4 o'clock, within 8 inch S3 656.9 FM Fracture Multiple from 10 o'clock to 1 o'clock, within 8 inch S4 659.5 FM Fracture Multiple from 10 o'clock to 2 o'clock, within 8 inch S4 669.0 F03 MWLS Miscellaneous Water Level, Sag, 20% of the vertical dimension, Finish
S2
669.0 FM Fracture Multiple from 8 o'clock to 4 o'clock, within 8 inch S4 676.1 AMH Manhole / 7012
12/7/2023 Grant Light U-0417-07007899 7014 - 7012
No Pre-Cleaning Downstream 676.10 ' 676.10 '

QSR QMR SPR MPR OPR SPRI MPRI OPRI
4E3A 2J00 178.0 116.0 294.0 3.4 2.0 2.7
7012

Downstream Services, Inc.
2855 Progress Pl, Escondido
Tel. (760)746-2544
[email protected]
Inspection report
Date: Work Order: Weather: Surveyed By: Certificate Number: Pipe Segment Ref.:

Year laid: Pre-cleaning: Pipe Joint Length: Direction: Total Length: Length Surveyed:

City of McFarland // Page: 92
City: McFarland Drainage Area: Upstream MH: 7016
Street: Perkins Ave Media Label: Up Rim to Invert: 0.0
Location Code: Flow Control: Downstream MH: 7014
Location Details: Sheet Number: Down Rim to Invert: 0.0 Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0 Pipe size: 18 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Joints failed: 0 Lining Method: Owner:

Additional Info:
1:1274 Distance Code Observation Grade

0.0 AMH Manhole / 7016

0.0 MWL Water Level, 10% of the vertical dimension

10.7 FM Fracture Multiple from 10 o'clock to 2 o'clock, within 8 inch S4

25.5 FM Fracture Multiple from 10 o'clock to 2 o'clock, within 8 inch S4

31.8 FM Fracture Multiple from 10 o'clock to 2 o'clock, within 8 inch S4

42.9 B Broken from 8 o'clock to 4 o'clock, within 8 inch S4

45.8 S01 DAGS Deposits Attached Grease, 5% of cross sectional area from 4 o'clock to 5 o'clock, within 8 inch, Start

45.8 S02 DAGS Deposits Attached Grease, 5% of cross sectional area from 7 o'clock to 8 o'clock, within 8 inch, Start

48.9 FM Fracture Multiple from 8 o'clock to 4 o'clock, within 8 inch S4

52.4 FM Fracture Multiple from 8 o'clock to 4 o'clock, within 8 inch S4

62.7 FM Fracture Multiple from 8 o'clock to 4 o'clock, within 8 inch S4

74.1 FM Fracture Multiple from 8 o'clock to 4 o'clock, within 8 inch S4

79.9 FM Fracture Multiple from 10 o'clock to 3 o'clock, within 8 inch S4

85.7 FM Fracture Multiple from 12 o'clock to 3 o'clock, within 8 inch S4

91.1 FS Fracture Spiral from 2 o'clock to 4 o'clock, within 8 inch S3 100.7 FM Fracture Multiple from 8 o'clock to 4 o'clock, within 8 inch S4 12/7/2023 Grant Light U-0417-07007899 7016 - 7014
No Pre-Cleaning Downstream 678.00 ' 678.00 '
7016