Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 14, 2017, 11:08 AM

  • BLANK_29 0402_12142017_040630.mp4

Date
12/14/2017
W/O
0674132
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z01090
PipeID
P24484
Time
3:08 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0702
Sewer Name
29 ALAMITOS PUMPING PLANT SEWER
City
SIGNAL HILL
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 29
Page No.
04
Purpose
Capital Improvement Program Assesment
Project
20171208MDM_ALAMITOS_PUMPING_PLANT_SEWER
Material
Vitrified Clay Pipe
Shape
Circular
Height
8 in.
Upstream MH
29 0402
Downstream MH
BLANK
Dir. of Survey
Upstream
Length Surveyed
138.5 ft.
Total Length
138.5 ft.
Structural Index
3
Structural Quick
3621
Structural Rating
20
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
20
Pipe schematic from manhole 29 0402 to BLANK
MH: 29 0402MH: BLANKupstream0 ft. AMH - Upstream Manhole, Survey Ends - 4:30AM-MH BLANK16.5 ft. MGO - General Observation(ZOOM16') - POSSUM18.6 ft. MGO - General Observation - POSSUM IN PIPE56.5 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped87.9 ft. FL - Fracture Longitudinal, at 02 o'clock, within 8 inches of joint: YES, Finish - H87.9 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - H88.7 ft. H - Hole, at 02 o'clock, within 8 inches of joint: YES - 1" X1"POSSIBLE89.3 ft. H - Hole, at 02 o'clock, within 8 inches of joint: NO - 1" X1/2"91 ft. FL - Fracture Longitudinal, at 02 o'clock, within 8 inches of joint: YES, Start - H91.5 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - H100.7 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - HAIRLINE103.5 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - HAIRLINE130.5 ft. MGO - General Observation - 8" VCP138.5 ft. MWM - Water Mark, 10 %of cross sectional area138.5 ft. AMH - Downstream Manhole, Survey Begins - 4:05AM138.5 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active138.5 ft. MWL - Water Level, 0 %of cross sectional area - DRY LINE

Observation photos (5)

  • General Observation - 8" VCP

    8 ft. - General Observation - 8" VCP

  • Hole, at 02 o'clock, within 8 inches of joint: NO - 1" X1/2"

    49.2 ft. - Hole, at 02 o'clock, within 8 inches of joint: NO - 1" X1/2"

  • Hole, at 02 o'clock, within 8 inches of joint: YES - 1" X1"POSSIBLE

    49.8 ft. - Hole, at 02 o'clock, within 8 inches of joint: YES - 1" X1"POSSIBLE

  • General Observation - POSSUM IN PIPE

    119.9 ft. - General Observation - POSSUM IN PIPE

  • General Observation(ZOOM16') - POSSUM

    122 ft. - General Observation(ZOOM16') - POSSUM

All inspections of P24484Work order 0674132

Observations (17)

DistanceCodeObservation
35FLHAIRLINE
47.5FLH
49.8H1" X1"POSSIBLE
122MGOPOSSUM
50.6FLH
138.5AMH4:30AM-MH BLANK
50.6FCH
37.8FLHAIRLINE
82TFCCapped
0MWM—
0AMH4:05AM
47FLH
0MGOConn. @ Mh, 3 O' Clock. Active
119.9MGOPOSSUM IN PIPE
49.2H1" X1/2"
8MGO8" VCP
0MWLDRY LINE

Properties (4)

custom_field_three
HAIRLINE JOINT TO JOINT -SMALL HOLES AT 2:00
custom_field_two
2
customer
LACSD
datetime
2017-12-14T03:08:35-08:00