Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 3, 2019, 09:42 AM

  • 6_1_1_03052019_033116.mp4

Date
05/03/2019
W/O
761425
Weather
Dry
Operator/Surveyor
E.RUIZ
Sewer ID
Z00140
PipeID
P09826
Time
2:42 AM
Certificate
U-715-07000753
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6530
Sewer Name
C JOINT OUTFALL C - UNIT 8B
City
HAWAIIAN GARDENS
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
07
Purpose
Routine Assessment
Project
WO_761425_TV19020_APR2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
39 in.
Width
39 in.
Upstream MH
C 0363
Downstream MH
C 0362
Dir. of Survey
Downstream
Length Surveyed
583.7 ft.
Total Length
583.7 ft.
Structural Index
3
Structural Quick
3V00
Structural Rating
345
O&M Index
3
O&M Quick
3600
O&M Rating
18
Overall Index
3
Overall Quick
—
Overall Rating
363
Pipe schematic from manhole C 0363 to C 0362
MH: C 0363MH: C 0362downstream0 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - C 03630 ft. MWL - Water Level, 30 %of cross sectional area7 ft. MGO - General Observation - MAG COAT THROUGHOUT PIPE7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start104 ft. ID - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES298.3 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES386.2 ft. ID - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES427.5 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES532.2 ft. ID - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES540.8 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES579.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish583.7 ft. AMH - Downstream Manhole, Survey Ends - C 0362

Observation photos (7)

  • General Observation - MAG COAT THROUGHOUT PIPE

    7 ft. - General Observation - MAG COAT THROUGHOUT PIPE

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

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

  • Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES

    104 ft. - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES

  • Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES

    298.3 ft. - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES

  • Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES

    427.5 ft. - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES

  • Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES

    532.2 ft. - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES

  • Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES

    540.8 ft. - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES

All inspections of P09826Work order 761425

Observations (13)

DistanceCodeObservation
579.7SAP—
386.2ID—
7MGOMAG COAT THROUGHOUT PIPE
427.5ID—
0MWM—
0AMHC 0363
7SAP—
540.8ID—
583.7AMHC 0362
298.3ID—
532.2ID—
0MWL—
104ID—

Properties (5)

custom_field_two
3
customer
LACSD
datetime
2019-05-03T02:42:52-07:00
documentation
PROPIPE
is_lateral_inspection
false