Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 30, 2022, 05:21 AM

  • C 0364_C 0363_03292022_224457.mp4

Date
03/29/2022
W/O
947051
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00140
PipeID
P09827
Time
10:21 PM
Certificate
U-508-7069
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K9942
Sewer Name
C JOINT OUTFALL C - UNIT 8B
City
HAWAIIAN GARDENS
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
07
Purpose
Routine Assessment
Project
WO_947051_TV19020_APR2022
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
39 in.
Width
78 in.
Upstream MH
C 0364
Downstream MH
C 0363
Dir. of Survey
Downstream
Length Surveyed
562.8 ft.
Total Length
562.8 ft.
Structural Index
3
Structural Quick
3U00
Structural Rating
330
O&M Index
2
O&M Quick
2300
O&M Rating
6
Overall Index
3
Overall Quick
—
Overall Rating
336
Pipe schematic from manhole C 0364 to C 0363
MH: C 0364MH: C 0363downstream0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - C 03640.1 ft. MWM - Water Mark, 20 %of cross sectional area2.1 ft. MGO - General Observation - MAG COATING3.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start162.5 ft. IW - Infiltration Weeper, at 11 o'clock, within 8 inches of joint: YES - DIFFICULT TO LOCATE JOINT - MAG COAT PRESENT.203.3 ft. IW - Infiltration Weeper, at 01 o'clock, within 8 inches of joint: YES - DIFFICULT TO DETERMINE JOINT LOCATION - MAG COAT PRESENT.211.2 ft. IW - Infiltration Weeper, from 01 to 04 o'clock, within 8 inches of joint: YES215.9 ft. TFA - Tap Factory Made Active, at 03 o'clock, -, within 8 inches of joint: NO, 6"234.3 ft. TFA - Tap Factory Made Active, at 09 o'clock, -, within 8 inches of joint: NO, 6"520.8 ft. TFA - Tap Factory Made Active, at 09 o'clock, -, within 8 inches of joint: NO, 6"555.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish562.8 ft. AMH - Downstream Manhole, Survey Ends - C 0363562.8 ft. MGO - General Observation - CONNECTION @ D/S MH - 3 O'CLOCK.

Observation photos (2)

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    3.7 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Infiltration Weeper, from 01 to 04 o'clock, within 8 inches of joint: YES

    211.2 ft. - Infiltration Weeper, from 01 to 04 o'clock, within 8 inches of joint: YES

All inspections of P09827Work order 947051

Observations (14)

DistanceCodeObservation
203.3IWDIFFICULT TO DETERMINE JOINT LOCATION - MAG COAT PRESENT.
562.8AMHC 0363
0MWL—
211.2IW—
555.1SAP—
2.1MGOMAG COATING
215.9TFA—
562.8MGOCONNECTION @ D/S MH - 3 O'CLOCK.
3.7SAP—
520.8TFA—
162.5IWDIFFICULT TO LOCATE JOINT - MAG COAT PRESENT.
234.3TFA—
0AMHC 0364
0.1MWM—

Properties (7)

additional_info
630098032922201
custom_field_three
AGGREGATE PROJECTING
custom_field_two
3
customer
1
datetime
2022-03-29T22:21:26-07:00
documentation
PROPIPE
is_lateral_inspection
false