B09_Amd6_-_QR_No36_Attach4_-_06_08_2023_DEVA-NP_0006.pdf
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- Solicitation number
- 140P2025R0082
About this file
This document contains a detailed sewer pipe inspection report from Pipe Tec for a project in DEVA-NP (likely Death Valley National Park) on 6/8/2023. The report covers eight separate pipe segment inspections between multiple manholes (MH-008 to MH-005), utilizing different pipe materials including Vitrified Clay Pipe (VCP), Polyvinyl Chloride (PVC), and Cast Iron. The total length surveyed was 511 linear feet across various pipe segments, with pipe sizes ranging from 6 to 8 inches.
Key findings from the inspections reveal significant issues in multiple pipe segments, including severe debris obstructions, joint offsets and separations, line misalignments, and corrosion. Several inspections were abandoned due to severe debris and poor pipe conditions. The survey was conducted by R. Vargas under dry weather conditions, with no pre-cleaning performed. The purpose of the investigation was a pre-rehabilitation survey for sanitary sewage pipes, suggesting potential upcoming maintenance or replacement work may be necessary given the extensive pipe degradation observed.
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Text version
PIPE TEC
5103 ELTON ST, BALDWIN PARK
Tel. (213)761-0031 tomv@pipetec-inc.com
Page P-1
Section Profile
No. PSR Upstream MH Downstream MH Date Material Total Length Length Surveyed
1 6/8/2023 6:32:24 AM MH-008 MH-007 6/8/2023 VCP 60.20 60.20
2 6/8/2023 6:33:47 AM MH-007 MH-006 6/8/2023 VCP 57.80 57.80
4 6/8/2023 8:12:47 AM MH-025 MH-005 6/8/2023 PVC 220.80 220.80
5 6/8/2023 8:22:51 AM MH-026 MH-025 6/8/2023 PVC 49.50 49.50
6 6/8/2023 8:28:15 AM MH-027 MH-026 6/8/2023 PVC 62.70 62.70
7 6/8/2023 8:39:49 AM HQ BLDG MH-026 6/8/2023 CAS 2.00 2.00
6 Circular = 453.00 Total Length (6 Inspections, 453.00 Length Surveyed)
No. PSR Upstream MH Downstream MH Date Material Total Length Length Surveyed
3 6/8/2023 7:08:37 AM MH-006 MH-005 6/8/2023 VCP 56.00 56.00
8 6/8/2023 8:49:13 AM MH-006 MH-005. 6/8/2023 PVC 2.00 2.00
8 Circular = 58.00 Total Length (2 Inspections, 58.00 Length Surveyed)
511.00 Total Length (8 Inspections, 511.00 Length Surveyed)
Project
06_08_2023_DEVA-NP
Tel. (213)761-0031 tomv@pipetec-inc.com
Inspection report Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
06_08_2023_DEVA-NP // Page: 1
City: DEVA-NP Drainage Area: Upstream MH: MH-008
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-007
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:455 Distance Code Observation Grade
0.0 AMH Manhole / MH-007
0.0 MWL Water Level, 5% of the vertical dimension
0.0 MGO Miscellaneous General Observation / REVERSE
SET UP
3.5 TB Tap Break-in/Hammer at 2 o'clock, dia/height:
4inch
3.5 S01 OBZ Obstruction Other, 20% of cross sectional area
from 4 o'clock to 8 o'clock, Start / DEBRIS
60.2 F01 OBZ Obstruction Other, 20% of cross sectional area
from 4 o'clock to 8 o'clock, Finish / DEBRIS
M3
60.2 OBZ Obstruction Other, 30% of cross sectional area
from 4 o'clock to 8 o'clock / SEVERE DEBRIS
M4
60.2 MSA Miscellaneous Survey Abandoned / SEVERE
DEBRIS UNABLE TO CONTINUE
6/8/2023 Dry R.VARGAS U-209-211 6/8/2023 6:32:24 AM
No Pre-Cleaning Upstream 60.2 ' 60.2 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 413A 0.0 37.0 0.0 3.1 3.137.0
QOR
413A
MH-007
TB - 3.50
OBZ - 3.50
OBZ - 60.20
OBZ - 60.20
MSA - 60.20
Tel. (213)761-0031 tomv@pipetec-inc.com
Inspection report Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
06_08_2023_DEVA-NP // Page: 2
City: DEVA-NP Drainage Area: Upstream MH: MH-007
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-006
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:437 Distance Code Observation Grade
0.0 AMH Manhole / MH-007
0.0 MWL Water Level, 5% of the vertical dimension
0.0 MGO Miscellaneous General Observation / REVERSE
SET UP
57.8 OBZ Obstruction Other, 60% of cross sectional area
from 3 o'clock to 9 o'clock / SEVERE DEBRIS
M5
57.8 MSA Miscellaneous Survey Abandoned / SEVERE
DEBRIS UNABLE TO CONTINUE
6/8/2023 Dry R.VARGAS U-209-211 6/8/2023 6:33:47 AM
No Pre-Cleaning Downstream 57.8 ' 57.8 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 5100 0.0 5.0 0.0 5.0 5.05.0
QOR
MH-007
OBZ - 57.80
MSA - 57.80
MSA - 57.80
Tel. (213)761-0031 tomv@pipetec-inc.com
Inspection report Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
06_08_2023_DEVA-NP // Page: 3
City: DEVA-NP Drainage Area: Upstream MH: MH-006
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-005
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Vitrified Clay Pipe Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:423 Distance Code Observation Grade
0.0 AMH Manhole / MH-006
0.0 MWL Water Level, 5% of the vertical dimension
2.0 S01 OBZ Obstruction Other, 10% of cross sectional area
from 4 o'clock to 8 o'clock, Start / DEBRIS
33.4 MMC Miscellaneous Material Change, Cast iron / CIP
56.0 F01 OBZ Obstruction Other, 10% of cross sectional area
from 4 o'clock to 8 o'clock, Finish / DEBRIS
M2
56.0 OBZ Obstruction Other, 40% of cross sectional area
from 3 o'clock to 9 o'clock / SEVERE DEBRIS
M5
56.0 MSA Miscellaneous Survey Abandoned / SEVERE
DEBRIS
6/8/2023 Dry R.VARGAS U-209-211 6/8/2023 7:08:37 AM
No Pre-Cleaning Downstream 56.0 ' 56.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 512A 0.0 27.0 0.0 2.3 2.327.0
QOR
512A
MH-006
MMC - 33.40
OBZ - 56.00
Tel. (213)761-0031 tomv@pipetec-inc.com
Inspection report Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
06_08_2023_DEVA-NP // Page: 4
City: DEVA-NP Drainage Area: Upstream MH: MH-025
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-005
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Polyvinyl Chloride Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:1667 Distance Code Observation Grade
0.0 AMH Manhole / MH-005
0.0 MWL Water Level, 30% of the vertical dimension
220.8 AMH Manhole / MH-025
6/8/2023 Dry R.VARGAS U-209-211 6/8/2023 8:12:47 AM
No Pre-Cleaning Upstream 220.8 ' 220.8 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH-005
MH-025
Tel. (213)761-0031 tomv@pipetec-inc.com
Inspection report Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
06_08_2023_DEVA-NP // Page: 5
City: DEVA-NP Drainage Area: Upstream MH: MH-026
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-025
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Polyvinyl Chloride Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:374 Distance Code Observation Grade
0.0 AMH Manhole / MH-025
0.0 MWL Water Level, 5% of the vertical dimension
20.8 TF Tap Factory Made at 12 o'clock, dia/height: 6inch
39.5 JOM Joint Offset Medium S3
39.5 JSM Joint Separated Medium S3
49.5 AMH Manhole / MH-026
6/8/2023 Dry R.VARGAS U-209-211 6/8/2023 8:22:51 AM
No Pre-Cleaning Upstream 49.5 ' 49.5 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
3200 0000 6.0 0.0 3.0 0.0 3.06.0
QOR
MH-025
MH-026
TF - 20.80
JOM - 39.50
JSM - 39.50
Tel. (213)761-0031 tomv@pipetec-inc.com
Inspection report Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
06_08_2023_DEVA-NP // Page: 6
City: DEVA-NP Drainage Area: Upstream MH: MH-027
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-026
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Polyvinyl Chloride Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:474 Distance Code Observation Grade
0.0 AMH Manhole / MH-026
0.0 MWL Water Level, 5% of the vertical dimension
62.7 AMH Manhole / MH-027
6/8/2023 Dry R.VARGAS U-209-211 6/8/2023 8:28:15 AM
No Pre-Cleaning Upstream 62.7 ' 62.7 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH-026
MH-027
Tel. (213)761-0031 tomv@pipetec-inc.com
Inspection report Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
06_08_2023_DEVA-NP // Page: 7
City: DEVA-NP Drainage Area: Upstream MH: HQ BLDG
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-026
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 6 " Sewer Category: SEC Joints passed: 0
Pipe material: Cast Iron Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:50 Distance Code Observation Grade
0.0 MWL Water Level, 0% of the vertical dimension
0.0 AMH Manhole / MH-026
2.0 MGO Miscellaneous General Observation /
CORROSSION IN PIPELINE SEVERE
2.0 OBZ Obstruction Other, 50% of cross sectional area
from 3 o'clock to 9 o'clock / DEBRIS
M5
2.0 MSA Miscellaneous Survey Abandoned / SEVERE
DEBRIS
6/8/2023 Dry R.VARGAS U-209-211 6/8/2023 8:39:49 AM
No Pre-Cleaning Upstream 2.0 ' 2.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 5100 0.0 5.0 0.0 5.0 5.05.0
QOR
MH-026
MGO - 2.00
OBZ - 2.00
MSA - 2.00
Tel. (213)761-0031 tomv@pipetec-inc.com
Inspection report Date: Work Order: Pipe Segment Ref.:Weather: Surveyed By: Certificate Number:
Year laid: Pre-cleaning: Pipe Joint Length:Direction: Total Length: Length Surveyed:
06_08_2023_DEVA-NP // Page: 8
City: DEVA-NP Drainage Area: Upstream MH: MH-006
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-005.
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 8 " Sewer Category: SEC Joints passed: 0
Pipe material: Polyvinyl Chloride Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:50 Distance Code Observation Grade
0.0 AMH Manhole / MH-005
0.0 MWL Water Level, 100% of the vertical dimension
2.0 LR Line Right, 45% M4
2.0 MSA Miscellaneous Survey Abandoned / ALIGNMENT
RIGHT SEVERE
6/8/2023 Dry R.VARGAS U-209-211 6/8/2023 8:49:13 AM
No Pre-Cleaning Upstream 2.0 ' 2.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 4100 0.0 4.0 0.0 4.0 4.04.0
QOR
MH-005.
LR - 2.00
LR - 2.00
| 6 Circular = 453.00 Total Length (6 Inspections, 453.00 Length Surveyed) |
| 8 Circular = 58.00 Total Length (2 Inspections, 58.00 Length Surveyed) |
| 511.00 Total Length (8 Inspections, 511.00 Length Surveyed) |
File details come from the government source that posted it. Updated .