Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 28, 2019, 09:36 AM
  • 2_1_1_28052019_024543.mp4

Date
05/28/2019
W/O
766507
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00188
PipeID
P21382
Time
2:36 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K6543
Sewer Name
H JOINT OUTFALL H - UNIT 8E
City
BALDWIN PARK
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
19
Purpose
Routine Assessment
Project
WO_766507_TV15172_MAY2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Width
27 in.
Upstream MH
H 1195
Downstream MH
H 0580
Dir. of Survey
Downstream
Length Surveyed
199.3 ft.
Total Length
199.3 ft.
Structural Index
3
Structural Quick
5G3G
Structural Rating
385
O&M Index
2
O&M Quick
412G
O&M Rating
82
Overall Index
3
Overall Quick
Overall Rating
467
Pipe schematic from manhole H 1195 to H 0580
MH: H 1195MH: H 0580downstream0 ft. AMH - Upstream Manhole, Survey Begins - H 11950 ft. MWL - Water Level, 25 %of cross sectional area0 ft. MWM - Water Mark, 50 %of cross sectional area2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start2.2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start2.3 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start5.7 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start196.7 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish196.7 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish196.7 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish196.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish199.3 ft. AMH - Downstream Manhole, Survey Ends - H 0580

Observation photos (4)

  • Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock,  , within 8 inches of joint: YES, Start

    2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

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

    2.2 ft. - Surface Spalling, from 09 to 03 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

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

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

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

Observations (12)

DistanceCodeObservation
5.7SRV
196.7SSS
0AMHH 1195
196.7SAP
2DAGS
0MWL
2.3SAP
196.7SRV
199.3AMHH 0580
196.7DAGS
2.2SSS
0MWM

Properties (6)

additional_info
SC378158
custom_field_two
2
customer
LACSD
datetime
2019-05-28T02:36:30-07:00
documentation
PRO PIPE
is_lateral_inspection
false