Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 10, 2020, 08:23 AM

  • H 1233_H 1232_12102020_003830.mp4

Date
12/10/2020
W/O
859970
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z01181
PipeID
P21328
Time
12:23 AM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K8239
Sewer Name
H JOINT OUTFALL H - UNIT 8K
City
COVINA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
24
Purpose
Routine Assessment
Project
WO_859970_TV22032_NOV2020
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
33 in.
Width
33 in.
Upstream MH
H 1233
Downstream MH
H 1232
Dir. of Survey
Downstream
Length Surveyed
206 ft.
Total Length
206 ft.
Structural Index
3
Structural Quick
3G00
Structural Rating
120
O&M Index
3
O&M Quick
3E00
O&M Rating
96
Overall Index
3
Overall Quick
—
Overall Rating
216
Pipe schematic from manhole H 1233 to H 1232
MH: H 1233MH: H 1232downstream0 ft. AMH - Upstream Manhole, Survey Begins - H 12330 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. MWL - Water Level, 30 %of cross sectional area2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. MGO - General Observation - MAG COAT15.2 ft. OBZ - Obstacles Other, 15 %of cross sectional area, from 04 to 06 o'clock - UNKNOWN UNDER FLOW30.9 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 8"48.3 ft. OBZ - Obstacles Other, 15 %of cross sectional area, at 06 o'clock, Start - UNKNOWN UNDER FLOW65.2 ft. TFC - Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: YES, 8"79.8 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 8"130.9 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 8"162.1 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 8"178.5 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 8"204.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish204.2 ft. OBZ - Obstacles Other, 15 %of cross sectional area, at 06 o'clock, Finish - UNKNOWN206 ft. AMH - Downstream Manhole, Survey Ends - H 1232

Observation photos (4)

  • 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 Observation - MAG COAT

    2 ft. - General Observation - MAG COAT

  • Obstacles Other, 15 %of cross sectional area, from 04 to 06 o'clock - UNKNOWN UNDER FLOW

    15.2 ft. - Obstacles Other, 15 %of cross sectional area, from 04 to 06 o'clock - UNKNOWN UNDER FLOW

  • Obstacles Other, 15 %of cross sectional area, at 06 o'clock, Start - UNKNOWN UNDER FLOW

    48.3 ft. - Obstacles Other, 15 %of cross sectional area, at 06 o'clock, Start - UNKNOWN UNDER FLOW

All inspections of P21328Work order 859970

Observations (16)

DistanceCodeObservation
65.2TFC—
30.9TFC—
2SAP—
2MGOMAG COAT
204.2SAP—
79.8TFC—
0AMHH 1233
130.9TFC—
206AMHH 1232
48.3OBZUNKNOWN UNDER FLOW
0MWM—
162.1TFC—
204.2OBZUNKNOWN
15.2OBZUNKNOWN UNDER FLOW
0MWL—
178.5TF—

Properties (6)

custom_field_three
AGGREGATE PROJECTING, DEBRIS
custom_field_two
3
customer
1
datetime
2020-12-10T00:23:25-08:00
documentation
PRO PIPE
is_lateral_inspection
false