29 0744_29 0743_01082020_113313.mp4
19 ft. - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES
21.3 ft. - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES
23.9 ft. - Roots Fine Joint, at 05 o'clock, within 8 inches of joint: YES
26.6 ft. - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES
29 ft. - Roots Fine Joint, from 04 to 08 o'clock, within 8 inches of joint: YES, Start
50.6 ft. - Tap Factory Made, at 03 o'clock, -, within 8 inches of joint: NO, 4" - ROOTS / DEBRIS IN LATERAL (50% OBSTRUCTION) - FLOW STATUS UNKNOWN
53.3 ft. - Tap Factory Made, at 09 o'clock, -, within 8 inches of joint: NO, 4" - ROOTS / DEBRIS IN LATERAL (50% OBSTRUCTION) - FLOW STATUS UNKNOWN
85.5 ft. - Surface Aggregate Visible, from 07 to 5 o'clock, within 8 inches of joint: YES, Start - THROUGHOUT PIPE
109.6 ft. - Tap Factory Made, at 03 o'clock, -, within 8 inches of joint: NO, 4" - OPEN (UNKNOWN FLOW STATUS) ROOTS IN LATERAL
180.8 ft. - Tap Factory Made, at 09 o'clock, -, within 8 inches of joint: NO, 4" - DEBRIS IN LATERAL
204.6 ft. - Water Level 50 %of cross sectional area, "Sag in pipe" Start - NOTE: HIGH WATER LEVEL POSSIBLY DUE ONLY TO ROOTS / DEBRIS IN LINE
207.3 ft. - Roots Medium Joint, from 08 to 04 o'clock, 35 %, within 8 inches of joint: YESR
207.5 ft. - Survey Abandoned - DUE TO ROOTS / DEBRIS
| Distance | Code | Observation |
|---|---|---|
| 0 | AMH | 29 0744 |
| 23.9 | RFJ | — |
| 207.3 | RMJ | — |
| 21.3 | RFJ | — |
| 50.6 | TF | ROOTS / DEBRIS IN LATERAL (50% OBSTRUCTION) - FLOW STATUS UNKNOWN |
| 207.5 | DAGS | — |
| 204.6 | MWLS | NOTE: HIGH WATER LEVEL POSSIBLY DUE ONLY TO ROOTS / DEBRIS IN LINE |
| 207.5 | MSA | DUE TO ROOTS / DEBRIS |
| 19 | RFJ | — |
| 180.8 | TF | DEBRIS IN LATERAL |
| 0 | MWL | — |
| 2.1 | DAGS | — |
| 0 | MWM | — |
| 189.8 | RFJ | — |
| 109.6 | TF | OPEN (UNKNOWN FLOW STATUS) ROOTS IN LATERAL |
| 85.5 | SAV | THROUGHOUT PIPE |
| 53.3 | TF | ROOTS / DEBRIS IN LATERAL (50% OBSTRUCTION) - FLOW STATUS UNKNOWN |
| 29 | RFJ | — |
| 207.5 | SAV | — |
| 26.6 | RFJ | — |