Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 5, 2016, 07:39 AM
Date
05/05/2016
W/O
568671
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00188
PipeID
P11007
Time
12:39 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K3340
Sewer Name
H JOINT OUTFALL H - UNIT 8E
City
BALDWIN PARK
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
19
Purpose
Routine Assessment
Project
WO_568671_TV15173_MAY2016
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Upstream MH
H 0584
Downstream MH
H 0583
Dir. of Survey
Downstream
Length Surveyed
546.1 ft.
Total Length
546.1 ft.
Structural Index
3
Structural Quick
3S2R
Structural Rating
497
O&M Index
2
O&M Quick
2U00
O&M Rating
218
Overall Index
2
Overall Quick
Overall Rating
715
Pipe schematic from manhole H 0584 to H 0583
MH: H 0584MH: H 0583downstream0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - H 05842 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start2 ft. MGO - General Observation - MAG COATING 80%38.9 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start55.7 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start189.6 ft. TBI - Tap Break-In Intruding, at 10 o'clock, -, #v, within 8 inches of joint: NO, 6", 3"543.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish543.1 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish543.1 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish546.1 ft. AMH - Downstream Manhole, Survey Ends - H 0583

Observation photos (4)

  • Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock,  , within 8 inches of joint: YES, Start

    2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

  • Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    38.9 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    55.7 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • Tap Break-In Intruding, at 10 o'clock, -, #v, within 8 inches of joint: NO, 6", 3"

    189.6 ft. - Tap Break-In Intruding, at 10 o'clock, -, #v, within 8 inches of joint: NO, 6", 3"

Observations (12)

DistanceCodeObservation
189.6TBI
0MWM
0MWL
2DAGS
543.1DAGS
543.1SAP
546.1AMHH 0583
0AMHH 0584
2MGOMAG COATING 80%
55.7SSS
38.9SAP
543.1SSS

Properties (5)

additional_info
SC305617
custom_field_two
2
customer
LACSD
datetime
2016-05-05T00:39:42-07:00
sewer_category
GRAVITY