16G4-250C_TO_16G4-258C_TVI_459472.pdf
PDF 43 KB Posted
- Attached to
- HARLEM BADEN PHASE 8
- Solicitation number
- W912P919R0023
About this file
Additional Information for Amendment 1.
View the file
Other files
Show all 50
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
INTERNAL INSPECTION LOG
FLow Measurement
Date: 2/11/2010
Technician: ADS
ADS Environmental Services
16G4-250C 16G4-258C
Downstream Line Depth NA
Sewer Plug Locations
None
Dyed-Water Flood Sketch None
Upstream Line Depth NA
ADDITIONAL INFORMATION
Type Of Sewer Combined
Harlem Baden Hebert
LOCATION: Easement Clara Avenue
PROJECT:
Total Line Length 561
Type Of Pipe RCP
Joint Spacing 0
Pipe Diameter 78x92
Avg. Depth
Uncapped SC's
Comments:
TAPE NO. 14
Start Counter 02550
End Counter 05810 ft.
ft. in.
in.
l.f.
l.f.
in.
ft.TV Line Length 561 l.f.
TV against the direction of flow
Time: 9:45 AM
Precleaning N
Upstream Structure Downstream Structure
End Inspection Start Inspection
Capped SC's
Distance Defect Description Clock Ref.
GPM Photo No.
Defect
0 MH 16G4-258C 1BDMH
2-559 Less Than 1/8-Pipe Water Depth W 1
ALIGN
2-559 Minimal to No Debris in Pipe
SGR
DEBRIS
2-559 Evidence of Leakage -- Slight 2
EL 1
LEAK
13-36 Bend to Left (slight -- <15 degrees)
BL 1
ALIGN
52 General Condition Photo 3GCP
63 7Small Hole in Pipe (<15-20 degrees) -- 4 x 24-inch 4 H 2
HOLE
100 General Condition Photo 5GCP
139 9Tap - Break-in - Structural Damage (slight-moder.) -- 10" protrusion -- 18-inch VCP -- Cracked pipe -- Called SNP 16G4-
TBS 2
LAT'L
139 Needs patched around SC 7GCC
157 11Leak in Brickwork/Masonry (See I/I Severity Value) 8
LB
LEAK
157 Leak - GW Infiltration (Slight <1 gpm) .3
IGW 2
LEAK
Page 1 of 8 From MH 16G4-250C To 16G4-258C
Distance Defect Description Clock Ref.
GPM Photo No.
Defect
157 General Condition Photo 9GCP
182 11Leak in Brickwork/Masonry (See I/I Severity Value) 10
LB
LEAK
182 Leak - GW Infiltration (Moderate 1-5 gpm) 1
IGW 3
LEAK
190 9Leak in Brickwork/Masonry (See I/I Severity Value) 11
LB
LEAK
190 Leak - GW Infiltration (Moderate 1-5 gpm) 2
IGW 3
LEAK
209 3Special Structure - Node Point/Junction -- 24-inch RCP 12STRJ
216 3Tap - Break-in - Fair Condition -- No protrusion -- 6-inch CIP 13
TB 2
LAT'L
216 Leak At/Around Lateral (See I/I Severity Value) 14
LAL
LEAK
216 Leak - GW Infiltration (Moderate 1-5 gpm) 2
IGW 3
LEAK
218 General Condition Photo 15GCP
266 General Condition Photo 16GCP
325 2Leak in Brickwork/Masonry (See I/I Severity Value) 17
LB
LEAK
325 Leak - GW Infiltration (Moderate 1-5 gpm) 1
IGW 3
LEAK
338 11Leak in Brickwork/Masonry (See I/I Severity Value) 18
LB
LEAK
338 Leak - GW Infiltration (Seepage) .1
IGW 1
LEAK
338 General Condition Photo 19GCP
367 11Leak in Brickwork/Masonry (See I/I Severity Value) 20
LB
LEAK
367 Leak - GW Infiltration (Slight <1 gpm) .3
IGW 2
LEAK
400 9Leak in Brickwork/Masonry (See I/I Severity Value) 21
LB
LEAK
400 Leak - GW Infiltration (Slight <1 gpm) .2
IGW 2
LEAK
400 General Condition Photo 22GCP
425 2Tap - Break-in - Fair Condition -- 6" protrusion -- 10-inch VCP -- Node 16G4-263C
TB 2
LAT'L
447-536 Bend to Right (slight -- <15 degrees)
BR 1
ALIGN
464 General Condition Photo 24GCP
Page 2 of 8 From MH 16G4-250C To 16G4-258C
Distance Defect Description Clock Ref.
GPM Photo No.
Defect
561 MH 16G4-250C 25EUMH
Page 3 of 8 From MH 16G4-250C To 16G4-258C
LS 16G4-250C to 16G4-258C
Harlem Baden Hebert TV PHOTOS
FLow Measurement TV against the direction of flow
0 l.f.PHOTO 1 MH 16G4-258C 2-559 l.f.PHOTO 2 Evidence of Leakage -- Slight
52 l.f.PHOTO 3 General Condition Photo 63 l.f.PHOTO 4 Small Hole in Pipe (<15-20 degrees) -- 4 x 24-inch
100 l.f.PHOTO 5 General Condition Photo 139 l.f.PHOTO 6 Tap - Break-in - Structural Damage (slight-moder.) -- Cracked pipe -- Called SNP
16G4-257C -- 10" protrusion -- 18-inch VCP
Page 4 of 8 From MH 16G4-250C To 16G4-258C
139 l.f.PHOTO 7 Needs patched around SC 157 l.f.PHOTO 8 Leak in Brickwork/Masonry (See I/I Severity Value)
157 l.f.PHOTO 9 General Condition Photo 182 l.f.PHOTO 10 Leak in Brickwork/Masonry (See I/I Severity Value)
190 l.f.PHOTO 11 Leak in Brickwork/Masonry (See I/I Severity Value)
209 l.f.PHOTO 12 Special Structure - Node Point/Junction -- 24-inch RCP
Page 5 of 8 From MH 16G4-250C To 16G4-258C
216 l.f.PHOTO 13 Tap - Break-in - Fair Condition -- No protrusion -- 6-inch CIP
216 l.f.PHOTO 14 Leak At/Around Lateral (See I/I Severity Value)
218 l.f.PHOTO 15 General Condition Photo 266 l.f.PHOTO 16 General Condition Photo
325 l.f.PHOTO 17 Leak in Brickwork/Masonry (See I/I Severity Value)
338 l.f.PHOTO 18 Leak in Brickwork/Masonry (See I/I Severity
Page 6 of 8 From MH 16G4-250C To 16G4-258C
338 l.f.PHOTO 19 General Condition Photo 367 l.f.PHOTO 20 Leak in Brickwork/Masonry (See I/I Severity
400 l.f.PHOTO 21 Leak in Brickwork/Masonry (See I/I Severity Value)
400 l.f.PHOTO 22 General Condition Photo
425 l.f.PHOTO 23 Tap - Break-in - Fair Condition -- Node 16G4-263C -- 6" protrusion -- 10-inch VCP
464 l.f.PHOTO 24 General Condition Photo
Page 7 of 8 From MH 16G4-250C To 16G4-258C
561 l.f.PHOTO 25 MH 16G4-250C
Page 8 of 8 From MH 16G4-250C To 16G4-258C
File details come from the government source that posted it.