Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 21, 2019, 09:07 AM

  • 18 0919_18 0399 _03212019_025326.mp4

Date
03/21/2019
W/O
756007
Weather
Dry
Operator/Surveyor
E.RUIZ
Sewer ID
Z00699
PipeID
P14233
Time
2:07 AM
Certificate
U-715-07000753
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K6489
Sewer Name
18 SANTA FE STREET RELIEF TRUNK
City
NORWALK
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
20
Purpose
Routine Assessment
Project
RFIR_WO_756007_TV18173_MAR2019
Sewer Type
Gravity
Material
NRCP
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
18 0919
Downstream MH
18 0399
Dir. of Survey
Downstream
Length Surveyed
330.5 ft.
Total Length
330.5 ft.
Structural Index
4
Structural Quick
4J38
Structural Rating
252
O&M Index
3
O&M Quick
3100
O&M Rating
3
Overall Index
4
Overall Quick
—
Overall Rating
255
Pipe schematic from manhole 18 0919 to 18 0399
MH: 18 0919MH: 18 0399downstream0 ft. MGO - General Observation - CONNECTION IN MH 9 OCLOCK0 ft. AMH - Upstream Manhole, Survey Begins - 18 09190 ft. MWL - Water Level, 25 %of cross sectional area0 ft. MWM - Water Mark, 40 %of cross sectional area6.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start9.7 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 8"45 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish45 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start89.3 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 8"90 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 8"90 ft. RML - Roots Medium Lateral, from 06 to 10 o'clock, 15 %, within 8 inches of joint: YES150.1 ft. TFA - Tap Factory Made Active, at 01 o'clock, -, within 8 inches of joint: YES, 8"189.4 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 8"191.1 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 8"201.6 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: YES, 8"297 ft. TBA - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 8"328.3 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish330.5 ft. AMH - Downstream Manhole, Survey Ends - 18 0399

Observation photos (3)

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

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

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

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

  • Roots Medium Lateral, from 06 to 10 o'clock, 15 %, within 8 inches of joint: YES

    90 ft. - Roots Medium Lateral, from 06 to 10 o'clock, 15 %, within 8 inches of joint: YES

All inspections of P14233Work order 756007

Observations (18)

DistanceCodeObservation
0MGOCONNECTION IN MH 9 OCLOCK
150.1TFA—
9.7TBA—
191.1TBA—
0AMH18 0919
6.7SAP—
330.5AMH18 0399
90TBA—
45SAP—
0MWL—
0MWM—
201.6TB—
45SAM—
189.4TBA—
90RML—
328.3SAM—
89.3TBA—
297TBA—

Properties (5)

custom_field_two
1
customer
LACSD
datetime
2019-03-21T02:07:35-07:00
documentation
PROPIPE
is_lateral_inspection
false