Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 29, 2015, 06:01 AM

  • 21 1060A_21 1060_20151228_221445.mp4

Date
12/28/2015
W/O
547133
Weather
Dry
Operator/Surveyor
R.VARGAS
Sewer ID
Z00769
PipeID
P16186
Time
10:01 PM
Certificate
U-209-211
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K3019
Sewer Name
21 GAREY AVENUE TRUNK
City
POMONA
Loc. details
Sidewalk
Location Code
F
Use of Sewer
Sanitary Sewer
District
District 21
Page No.
06
Purpose
Routine Assessment
Project
WO_547133_TV21036_JAN2016
Material
Vitrified Clay Pipe
Shape
Circular
Height
12 in.
Upstream MH
21 1060A
Downstream MH
21 1060
Dir. of Survey
Downstream
Length Surveyed
149.4 ft.
Total Length
149.4 ft.
Structural Index
2
Structural Quick
2100
Structural Rating
2
O&M Index
1
O&M Quick
2113
O&M Rating
5
Overall Index
1
Overall Quick
—
Overall Rating
7
Pipe schematic from manhole 21 1060A to 21 1060
MH: 21 1060AMH: 21 1060downstream0 ft. MGO - General Observation - LATERAL AT MH 9 O'CLOCK ACTIVE0 ft. AMH - Upstream Manhole, Survey Begins - 21 1060A0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 15 %of cross sectional area2.2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start37.9 ft. RFJ - Roots Fine Joint, at 01 o'clock, within 8 inches of joint: YES39.2 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 4" - ROOTS INSIDE87.2 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 4" - ROOTS INSIDE88.5 ft. CL - Crack Longitudinal, at 03 o'clock, within 8 inches of joint: YES88.5 ft. RFJ - Roots Fine Joint, at 04 o'clock, within 8 inches of joint: YES116 ft. TBA - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 4"117.2 ft. RFJ - Roots Fine Joint, from 02 to 04 o'clock, within 8 inches of joint: YES141.6 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 4" - ROOTS INSIDE146.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish149.4 ft. AMH - Downstream Manhole, Survey Ends - 21 1060149.4 ft. MGO - General Observation - ROOTS T MH MEDIUM

Observation photos (2)

  • Crack Longitudinal, at 03 o'clock, within 8 inches of joint: YES

    88.5 ft. - Crack Longitudinal, at 03 o'clock, within 8 inches of joint: YES

  • General Observation - ROOTS T MH MEDIUM

    149.4 ft. - General Observation - ROOTS T MH MEDIUM

All inspections of P16186Work order 547133

Observations (16)

DistanceCodeObservation
0MGOLATERAL AT MH 9 O'CLOCK ACTIVE
0AMH21 1060A
149.4AMH21 1060
146.5DAGS—
117.2RFJ—
39.2TFCROOTS INSIDE
87.2TFCROOTS INSIDE
0MWL—
116TBA—
149.4MGOROOTS T MH MEDIUM
2.2DAGS—
141.6TFCROOTS INSIDE
88.5CL—
88.5RFJ—
37.9RFJ—
0MWM—

Properties (5)

additional_info
SC224611
custom_field_two
4
customer
LACSD
datetime
2015-12-28T22:01:49-08:00
sewer_category
GRAVITY