Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 17, 2019, 05:02 PM

  • 02 1606_02 1605_10172019_100747.mp4

Date
10/17/2019
W/O
0796529
Weather
Dry
Operator/Surveyor
FRANKLIN
Sewer ID
Z00230
PipeID
P04010
Time
10:02 AM
Certificate
U-415-06024039
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Jetting
Media Label
G8104
Sewer Name
02 ARIZONA AVENUE TRUNK, SECTION 1
City
EAST LOS ANGELES
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
08
Purpose
Maintenance Related
Project
20191017DF_ARIZONA_AVENUE_TRUNK_SEC_1
Material
Vitrified Clay Pipe
Shape
Circular
Height
11.220000267028809 in.
Upstream MH
02 1606
Downstream MH
02 1605
Dir. of Survey
Downstream
Length Surveyed
292.8 ft.
Total Length
292.8 ft.
Structural Index
2
Structural Quick
2100
Structural Rating
2
O&M Index
3
O&M Quick
4111
O&M Rating
5
Overall Index
2
Overall Quick
—
Overall Rating
7
Pipe schematic from manhole 02 1606 to 02 1605
MH: 02 1606MH: 02 1605downstream0 ft. AMH - Upstream Manhole, Survey Begins - 10:05 AM0.1 ft. MWL - Water Level, 25 %of cross sectional area0.1 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active0.1 ft. MWM - Water Mark, 30 %of cross sectional area0.1 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active2 ft. SZ - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - 30% MAG129.7 ft. TF - Tap Factory Made, at 03 o'clock, -, within 8 inches of joint: YES, 4" - Open147.5 ft. MGP - General Photograph159.1 ft. MGP - General Photograph160.1 ft. MWLS - Water Level, Sag in pipe, 15 %of cross sectional area, Start163.1 ft. MWL - Water Level, 70 %of cross sectional area167.7 ft. MCU - Camera Underwater180.9 ft. MWLS - Water Level, Sag in pipe, 15 %of cross sectional area, Finish185.2 ft. MWL - Water Level, 25 %of cross sectional area214.2 ft. MGP - General Photograph225 ft. RFL - Roots Fine Lateral, at 10 o'clock - 65% LATERAL225 ft. TFA - Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: YES, 4" - 10% ROOTS/DEFECTIVE275.7 ft. TBA - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: YES, 4" - DEFECTIVE290.8 ft. SZ - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - 30% MAG292.8 ft. MGO - General Observation - ROACHES @ MH292.8 ft. MGO - General Observation - Grease Throughout The Reach (5%)292.8 ft. AMH - Downstream Manhole, Survey Ends - 10:41 AM

Observation photos (8)

  • Upstream Manhole, Survey Begins - 10:05 AM

    0 ft. - Upstream Manhole, Survey Begins - 10:05 AM

  • General Photograph

    147.5 ft. - General Photograph

  • General Photograph

    159.1 ft. - General Photograph

  • Water Level, 25 %of cross sectional area

    185.2 ft. - Water Level, 25 %of cross sectional area

  • General Photograph

    214.2 ft. - General Photograph

  • Roots Fine Lateral, at 10 o'clock - 65% LATERAL

    225 ft. - Roots Fine Lateral, at 10 o'clock - 65% LATERAL

  • Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: YES, 4" - 10% ROOTS/DEFECTIVE

    225 ft. - Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: YES, 4" - 10% ROOTS/DEFECTIVE

  • Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: YES, 4" - DEFECTIVE

    275.7 ft. - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: YES, 4" - DEFECTIVE

All inspections of P04010Work order 0796529

Observations (22)

DistanceCodeObservation
0.1MWL—
225RFL65% LATERAL
0.1MGOConn. @ Mh, 3 O' Clock. Active
129.7TFOpen
0.1MWM—
292.8MGOROACHES @ MH
214.2MGP—
292.8MGOGrease Throughout The Reach (5%)
159.1MGP—
0AMH10:05 AM
225TFA10% ROOTS/DEFECTIVE
167.7MCU—
147.5MGP—
290.8SZ30% MAG
0.1MGOConn. @ Mh, 9 O' Clock. Active
160.1MWLS—
292.8AMH10:41 AM
2SZ30% MAG
180.9MWLS—
275.7TBADEFECTIVE
185.2MWL—
163.1MWL—

Properties (8)

additional_info
POST ROOT EVALUATION ONLY
custom_field_two
4
customer
LACSD
datetime
2019-10-17T10:02:47-07:00
documentation
FRANKLIN, IGNACIO, BRAR, RUVALCABA
is_lateral_inspection
false
lining
CIPP
year_laid
20050623