Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 28, 2019, 03:50 PM
  • 30 0234_30 0233_5282019_090719.mp4

Date
05/28/2019
W/O
0771071
Weather
Dry
Operator/Surveyor
BRAR
Sewer ID
Z00884
PipeID
P17935
Time
8:50 AM
Certificate
SEE REMARKS
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
G7988
Sewer Name
30 VIA CAMPESINA TRUNK
City
RANCHO PALOS VERDES
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 30
Page No.
09
Purpose
Routine Assessment
Project
20190528SB_VIA_CAMPESINA_TRUNK
Material
NRCP
Shape
Circular
Height
10 in.
Upstream MH
30 0234
Downstream MH
30 0233
Dir. of Survey
Downstream
Length Surveyed
52.1 ft.
Total Length
52.1 ft.
Structural Index
3
Structural Quick
3100
Structural Rating
3
O&M Index
2
O&M Quick
3613
O&M Rating
21
Overall Index
2
Overall Quick
Overall Rating
24
Pipe schematic from manhole 30 0234 to 30 0233
MH: 30 0234MH: 30 0233downstream0 ft. AMH - Upstream Manhole, Survey Begins - 8:56 AM0.1 ft. MWL - Water Level, 10 %of cross sectional area0.1 ft. MGO - General Observation - Conn. @ Mh, 5 O' Clock. Active0.1 ft. MWM - Water Mark, 15 %of cross sectional area2 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start7.5 ft. RMJ - Roots Medium Joint, from 08 to 09 o'clock, 10 %, within 8 inches of joint: YESR9.5 ft. RMJ - Roots Medium Joint, from 07 to 05 o'clock, 15 %, within 8 inches of joint: YESR13.2 ft. RMJ - Roots Medium Joint, from 07 to 05 o'clock, 15 %, within 8 inches of joint: YESR21.8 ft. RFJ - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR25.7 ft. RMJ - Roots Medium Joint, from 07 to 05 o'clock, 5 %, within 8 inches of joint: YESR30 ft. RMJ - Roots Medium Joint, from 07 to 05 o'clock, 15 %, within 8 inches of joint: YESR34.9 ft. RMJ - Roots Medium Joint, from 11 to 05 o'clock, 10 %, within 8 inches of joint: YESR38 ft. RFJ - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR49.3 ft. RFJ - Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YESR52.1 ft. AMH - Downstream Manhole, Survey Ends - 9:47 AM52.1 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish

Observation photos (9)

  • Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

    2 ft. - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

  • Roots Medium Joint, from 08 to 09 o'clock, 10 %, within 8 inches of joint: YESR

    7.5 ft. - Roots Medium Joint, from 08 to 09 o'clock, 10 %, within 8 inches of joint: YESR

  • Roots Medium Joint, from 07 to 05 o'clock, 15 %, within 8 inches of joint: YESR

    9.5 ft. - Roots Medium Joint, from 07 to 05 o'clock, 15 %, within 8 inches of joint: YESR

  • Roots Medium Joint, from 07 to 05 o'clock, 15 %, within 8 inches of joint: YESR

    13.2 ft. - Roots Medium Joint, from 07 to 05 o'clock, 15 %, within 8 inches of joint: YESR

  • Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR

    21.8 ft. - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR

  • Roots Medium Joint, from 07 to 05 o'clock, 5 %, within 8 inches of joint: YESR

    25.7 ft. - Roots Medium Joint, from 07 to 05 o'clock, 5 %, within 8 inches of joint: YESR

  • Roots Medium Joint, from 07 to 05 o'clock, 15 %, within 8 inches of joint: YESR

    30 ft. - Roots Medium Joint, from 07 to 05 o'clock, 15 %, within 8 inches of joint: YESR

  • Roots Medium Joint, from 11 to 05 o'clock, 10 %, within 8 inches of joint: YESR

    34.9 ft. - Roots Medium Joint, from 11 to 05 o'clock, 10 %, within 8 inches of joint: YESR

  • Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR

    38 ft. - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR

Observations (16)

DistanceCodeObservation
38RFJ
0.1MWL
52.1AMH9:47 AM
30RMJ
7.5RMJ
49.3RFJ
21.8RFJ
25.7RMJ
52.1SAP
2SAP
0.1MGOConn. @ Mh, 5 O' Clock. Active
34.9RMJ
0.1MWM
9.5RMJ
0AMH8:56 AM
13.2RMJ

Properties (7)

additional_info
CERT NO: U-0618-0703002249
custom_field_three
AGGREGATE PROJECTING
custom_field_two
2
customer
LACSD
datetime
2019-05-28T08:50:17-07:00
documentation
BRAR, OBREGON, CASTILLO
is_lateral_inspection
false