Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 18, 2019, 08:47 AM

  • H 1283_H 1282 _18072019_020307.mp4

Date
07/18/2019
W/O
771786
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z01183
PipeID
P17299
Time
1:47 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K6638
Sewer Name
H JOINT OUTFALL H - UNIT 8L
City
AZUSA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
11
Purpose
Routine Assessment
Project
WO_771786_TV22004_JUN2019
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
12 in.
Width
12 in.
Upstream MH
H 1282
Downstream MH
H 1283
Dir. of Survey
Upstream
Length Surveyed
350.8 ft.
Total Length
350.8 ft.
Structural Index
3
Structural Quick
413M
Structural Rating
217
O&M Index
3
O&M Quick
3100
O&M Rating
3
Overall Index
3
Overall Quick
—
Overall Rating
220
Pipe schematic from manhole H 1282 to H 1283
MH: H 1282MH: H 1283upstream0 ft. AMH - Upstream Manhole, Survey Ends - H 1283, STOP LOG MH0.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish80.6 ft. TBI - Tap Break-In Intruding, at 02 o'clock, -, #v, within 8 inches of joint: YES, 6", 2"135.5 ft. TBA - Tap Break-In Active, at 03 o'clock, -, within 8 inches of joint: NO, 6"155.8 ft. FM - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES184.2 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6"243.3 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"288.5 ft. MGP - General Photograph - HOLE288.5 ft. H - Hole, at 12 o'clock, within 8 inches of joint: NO288.8 ft. TBA - Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: NO, 6"334.9 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"348.8 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start350.8 ft. AMH - Downstream Manhole, Survey Begins - H 1282350.8 ft. MWM - Water Mark, 25 %of cross sectional area350.8 ft. MWL - Water Level, 5 %of cross sectional area

Observation photos (5)

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    2 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • General Photograph - HOLE

    62.3 ft. - General Photograph - HOLE

  • Hole, at 12 o'clock, within 8 inches of joint: NO

    62.3 ft. - Hole, at 12 o'clock, within 8 inches of joint: NO

  • Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES

    195 ft. - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES

  • Tap Break-In Intruding, at 02 o'clock, -, #v, within 8 inches of joint: YES, 6", 2"

    270.2 ft. - Tap Break-In Intruding, at 02 o'clock, -, #v, within 8 inches of joint: YES, 6", 2"

All inspections of P17299Work order 771786

Observations (15)

DistanceCodeObservation
107.5TBA—
350.8AMHH 1283, STOP LOG MH
270.2TBI—
0AMHH 1282
0MWM—
62.3MGPHOLE
215.3TBA—
2SAP—
195FM—
62TBA—
350.6SAP—
15.9TBA—
62.3H—
166.6TB—
0MWL—

Properties (6)

additional_info
SC378305
custom_field_two
2
customer
LACSD
datetime
2019-07-18T01:47:18-07:00
documentation
PRO PIPE
is_lateral_inspection
false