Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 17, 2016, 09:40 AM
  • 16 0516_16 0515 _11172016_015639.mp4

Date
11/17/2016
W/O
596918
Weather
Dry
Operator/Surveyor
R.VARGAS
Sewer ID
Z00659
PipeID
P13567
Time
1:40 AM
Certificate
U-209-211
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K3881
Sewer Name
16 LAMANDA PARK TRUNK
City
SAN MARINO
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 16
Page No.
18
Purpose
Routine Assessment
Project
WO_596918_TV16026_NOV2016
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
24 in.
Width
24 in.
Upstream MH
16 0516
Downstream MH
16 0515
Dir. of Survey
Downstream
Length Surveyed
299.4 ft.
Total Length
299.4 ft.
Structural Index
1
Structural Quick
1100
Structural Rating
1
O&M Index
1
O&M Quick
2113
O&M Rating
5
Overall Index
1
Overall Quick
Overall Rating
6
Pipe schematic from manhole 16 0516 to 16 0515
MH: 16 0516MH: 16 0515downstream0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 16 05160 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MGO - General Observation - LATERAL AT MH 3 O CLOCK ACTIVE3.2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start10.9 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES14 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"14 ft. CC - Crack Circumferential, from 09 to 10 o'clock, within 8 inches of joint: YES14 ft. RFC - Roots Fine Connection, at 10 o'clock43.4 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start59.7 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"83.1 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish147.5 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"212.3 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"294.6 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish299 ft. MGO - General Observation - LATERAL AT MH 3 O CLOCK CAPPED299 ft. MGO - General Observation - LATERAL AT MH 3 O CLOCK ACTIVE299.4 ft. AMH - Downstream Manhole, Survey Ends - 16 0515

Observation photos (7)

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

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

  • Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES

    10.9 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES

  • Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"

    14 ft. - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"

  • Crack Circumferential, from 09 to 10 o'clock, within 8 inches of joint: YES

    14 ft. - Crack Circumferential, from 09 to 10 o'clock, within 8 inches of joint: YES

  • Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"

    59.7 ft. - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"

  • Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"

    147.5 ft. - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"

  • Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"

    212.3 ft. - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"

Observations (18)

DistanceCodeObservation
212.3TBA
43.4RFJ
0MWL
0AMH16 0516
14TBA
294.6DAGS
0MWM
83.1RFJ
3.2DAGS
299MGOLATERAL AT MH 3 O CLOCK CAPPED
59.7TBA
10.9RFJ
147.5TBA
14CC
0MGOLATERAL AT MH 3 O CLOCK ACTIVE
14RFC
299MGOLATERAL AT MH 3 O CLOCK ACTIVE
299.4AMH16 0515

Properties (6)

additional_info
SC305213
custom_field_two
4
customer
LACSD
datetime
2016-11-17T01:40:18-08:00
documentation
PRO PIPE
is_lateral_inspection
false