Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 8, 2019, 09:07 AM

  • C 0386_C 0385_05082019_024840.mp4

Date
05/08/2019
W/O
761420
Weather
Dry
Operator/Surveyor
E.RUIZ
Sewer ID
Z00142
PipeID
P09850
Time
2:07 AM
Certificate
U-715-07000753
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6536
Sewer Name
C JOINT OUTFALL C - UNIT 8D
City
CERRITOS
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
04
Purpose
Routine Assessment
Project
RFIR_WO_761420_TV19067_APR2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Width
27 in.
Upstream MH
C 0386
Downstream MH
C 0385
Dir. of Survey
Downstream
Length Surveyed
413.4 ft.
Total Length
413.4 ft.
Structural Index
2
Structural Quick
523F
Structural Rating
285
O&M Index
2
O&M Quick
5342
O&M Rating
198
Overall Index
2
Overall Quick
—
Overall Rating
483
Pipe schematic from manhole C 0386 to C 0385
MH: C 0386MH: C 0385downstream0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 35 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - C 03861 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start6 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start8 ft. ID - Infiltration Dripper, at 10 o'clock, within 8 inches of joint: YES18.5 ft. IG - Infiltration Gusher, at 03 o'clock, within 8 inches of joint: YES27.8 ft. ID - Infiltration Dripper, at 10 o'clock, within 8 inches of joint: YES67.2 ft. ID - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES68.5 ft. TFA - Tap Factory Made Active, at 11 o'clock, -, within 8 inches of joint: YES, 8"90.9 ft. TFA - Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: YES, 8"92.9 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start95 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES155.8 ft. IG - Infiltration Gusher, at 03 o'clock, within 8 inches of joint: YES188.9 ft. TBI - Tap Break-In Intruding, at 02 o'clock, -, -, within 8 inches of joint: YES, 8", 3"192.9 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish335.8 ft. IR - Infiltration Runner, at 08 o'clock, within 8 inches of joint: YES399.5 ft. IG - Infiltration Gusher, from 08 to 11 o'clock, within 8 inches of joint: YES408.6 ft. IR - Infiltration Runner, at 09 o'clock, within 8 inches of joint: YES411.3 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish412 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish413 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish413.4 ft. AMH - Downstream Manhole, Survey Ends - C 0385413.4 ft. MGO - General Observation - CONNECTION IN MH 9 OCLOCK

Observation photos (11)

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

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

  • Infiltration Dripper, at 10 o'clock, within 8 inches of joint: YES

    8 ft. - Infiltration Dripper, at 10 o'clock, within 8 inches of joint: YES

  • Infiltration Gusher, at 03 o'clock, within 8 inches of joint: YES

    18.5 ft. - Infiltration Gusher, at 03 o'clock, within 8 inches of joint: YES

  • Infiltration Dripper, at 10 o'clock, within 8 inches of joint: YES

    27.8 ft. - Infiltration Dripper, at 10 o'clock, within 8 inches of joint: YES

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

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

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

    92.9 ft. - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES

    95 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES

  • Infiltration Gusher, at 03 o'clock, within 8 inches of joint: YES

    155.8 ft. - Infiltration Gusher, at 03 o'clock, within 8 inches of joint: YES

  • Tap Break-In Intruding, at 02 o'clock, -, -, within 8 inches of joint: YES, 8", 3"

    188.9 ft. - Tap Break-In Intruding, at 02 o'clock, -, -, within 8 inches of joint: YES, 8", 3"

  • Infiltration Gusher, from 08 to 11 o'clock, within 8 inches of joint: YES

    399.5 ft. - Infiltration Gusher, from 08 to 11 o'clock, within 8 inches of joint: YES

  • Infiltration Runner, at 09 o'clock, within 8 inches of joint: YES

    408.6 ft. - Infiltration Runner, at 09 o'clock, within 8 inches of joint: YES

All inspections of P09850Work order 761420

Observations (25)

DistanceCodeObservation
1SSS—
411.3SRV—
6SAP—
8ID—
18.5IG—
0MWM—
155.8IG—
1DAGS—
192.9SAP—
95SRV—
0MWL—
67.2ID—
68.5TFA—
412DAGS—
408.6IR—
90.9TFA—
92.9SRV—
399.5IG—
0AMHC 0386
335.8IR—
27.8ID—
413.4AMHC 0385
413.4MGOCONNECTION IN MH 9 OCLOCK
413SSS—
188.9TBI—

Properties (5)

custom_field_two
2
customer
LACSD
datetime
2019-05-08T02:07:04-07:00
is_lateral_inspection
false
year_laid
26643