B09_Amd6_-_QR_No36_Attach3_-_06_07_2023_DEVA-NP_0006.pdf
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- Solicitation number
- 140P2025R0082
About this file
This document is a comprehensive sewer pipe inspection report from Pipe Tec for a project in DEVA-NP (Death Valley National Park), specifically along Furnace Creek. The report details a systematic CCTV survey conducted on June 7-8, 2023, covering multiple manhole segments (MH-001 through MH-021) using various pipe inspection techniques.
The survey examined circular pipes ranging from 4 to 8 inches in diameter, constructed of materials including Polyvinyl Chloride (PVC), Vitrified Clay Pipe (VCP), and Cast Iron. Significant findings include multiple pipe segments with obstructions, debris, corrosion, and structural issues such as breaks, holes, and material changes. Many inspection runs were abandoned due to severe pipeline conditions, including rocks, encrustation, and alignment problems that prevented the inspection camera from proceeding. The total length surveyed across 36 inspections was 4,875.50 feet, with a total pipe length of 5,055.10 feet. The purpose of the survey was a pre-rehabilitation assessment of the sewer infrastructure.
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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
29 6/8/2023 7:38:21 AM MH-004 MH-002. 6/8/2023 PVC 165.00 165.00
30 6/8/2023 7:39:54 AM MH-019 MH-018. 6/8/2023 PVC 108.00 108.00
31 6/8/2023 7:43:16 AM MH-019. MH-018. 6/8/2023 PVC 233.00 233.00
32 6/8/2023 7:47:35 AM MH-020 MH-019. 6/8/2023 PVC 151.00 151.00
33 6/8/2023 7:49:33 AM MH-020. MH-019.. 6/8/2023 PVC 263.00 263.00
34 6/8/2023 7:51:40 AM MH-021. MH-020 6/8/2023 PVC 263.00 263.00
35 6/8/2023 7:57:27 AM MH-021.. MH-020 6/8/2023 PVC 89.00 89.00
36 6/8/2023 8:00:39 AM MH-020.. MH-019... 6/8/2023 PVC 265.00 265.00
4 Circular = 1537.00 Total Length (8 Inspections, 1537.00 Length Surveyed)
No. PSR Upstream MH Downstream MH Date Material Total Length Length Surveyed
1 6/7/2023 5:18:43 AM MH-021 MH-020 6/7/2023 PVC 80.10 80.10
2 6/7/2023 5:21:05 AM MH-020 MH-019 6/7/2023 PVC 1.80 1.80
3 6/7/2023 6:13:59 AM MH-020 MH-019 6/7/2023 PVC 1.00 1.00
4 6/7/2023 6:20:39 AM MH-019 MH-018 6/7/2023 PVC 1.00 1.00
5 6/7/2023 6:34:28 AM MH-019 MH-018. 6/7/2023 PVC 1.00 1.00
6 6/7/2023 6:45:04 AM MH-018 MH-017 6/7/2023 PVC 148.10 148.10
7 6/7/2023 7:11:50 AM MH-018 MH-017. 6/7/2023 PVC 2.00 2.00
18 6/7/2023 11:10:56 AM MH-009 MH-008 6/7/2023 CAS 2.00 2.00
23 6/7/2023 12:02:35 PM MH-009 MH-008. 6/7/2023 VCP 13.40 13.40
24 6/7/2023 12:02:59 PM MH-008 MH-007 6/7/2023 VCP 160.60 160.60
25 6/7/2023 2:39:12 PM MH-007 MH-006 6/7/2023 VCP 135.00 135.00
26 6/7/2023 3:03:25 PM MH-002 MH-001 6/7/2023 PVC 388.60 388.60
27 6/7/2023 3:49:18 PM MH-004 MH-002 6/7/2023 PVC 171.80 171.80
28 6/7/2023 4:01:47 PM MH-005 MH-004 6/7/2023 PVC 390.50 390.50
6 Circular = 1496.90 Total Length (14 Inspections, 1496.90 Length Surveyed)
No. PSR Upstream MH Downstream MH Date Material Total Length Length Surveyed
8 6/7/2023 7:14:58 AM MH-017 MH-016 6/7/2023 VCP 396.30 396.30
9 6/7/2023 7:35:21 AM MH-016 MH-015 6/7/2023 VCP 374.10 374.10
10 6/7/2023 7:54:18 AM MH-015 MH-014 6/7/2023 VCP 167.40 167.40
11 6/7/2023 8:24:53 AM MH-015 MH-014. 6/7/2023 VCP 182.60 3.00
12 6/7/2023 8:25:13 AM MH-014 MH-013 6/7/2023 VCP 195.10 195.10
13 6/7/2023 8:43:25 AM MH-013 MH-012 6/7/2023 VCP 202.20 202.20
14 6/7/2023 8:54:28 AM MH-012 MH-011 6/7/2023 VCP 123.30 123.30
15 6/7/2023 8:59:59 AM MH-011 MH-010 6/7/2023 VCP 208.70 208.70
16 6/7/2023 10:53:54 AM MH-011 MH-010. 6/7/2023 VCP 2.00 2.00
17 6/7/2023 10:55:54 AM MH-010 MH-009 6/7/2023 CAS 10.80 10.80
19 6/7/2023 11:20:26 AM MH-033 MH-010 6/7/2023 CAS 92.60 92.60
20 6/7/2023 11:38:10 AM MH-034 MH-033 6/7/2023 CAS 14.10 14.10
21 6/7/2023 11:48:58 AM MH-034 MH-033. 6/7/2023 CAS 41.70 41.70
22 6/7/2023 11:49:21 AM MH-033. MH-010. 6/7/2023 CAS 10.30 10.30
8 Circular = 2021.20 Total Length (14 Inspections, 1841.60 Length Surveyed)
5055.10 Total Length (36 Inspections, 4875.50 Length Surveyed)
Project
06_07_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_07_2023_DEVA-NP // Page: 1
City: DEVA-NP Drainage Area: Upstream MH: MH-021
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-020
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:
1:605 Distance Code Observation Grade
0.0 AMH Manhole / MH-021
0.0 MWL Water Level, 10% of the vertical dimension
80.1 LL Line Left, 45% M4
80.1 MSA Miscellaneous Survey Abandoned / ALIGNMENT
LEFT SEVERE
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 5:18:43 AM
No Pre-Cleaning Downstream 80.1 ' 80.1 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 4100 0.0 4.0 0.0 4.0 4.04.0
QOR
MH-021
LL - 80.10
LL - 80.10
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_07_2023_DEVA-NP // Page: 2
City: DEVA-NP Drainage Area: Upstream MH: MH-020
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-019
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:
1:50 Distance Code Observation Grade
0.0 AMH Manhole / MH-020
0.0 MWL Water Level, 10% of the vertical dimension
1.8 MSC Miscellaneous Shape or Size Change, dia/height:
5inch / PIPE MATERIAL LOOKS SMALLER
THEN 6IN TRACTER CANNOT FIT
1.8 MSA Miscellaneous Survey Abandoned / UNABLE TO
COMPLET INSPECTION DUE TO PIPE SIZE
SMALLER THEN 6IN
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 5:21:05 AM
No Pre-Cleaning Downstream 1.8 ' 1.8 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH-020
MSC - 1.80
MSA - 1.80
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_07_2023_DEVA-NP // Page: 3
City: DEVA-NP Drainage Area: Upstream MH: MH-020
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-019
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:
1:50 Distance Code Observation Grade
0.0 AMH Manhole / MH-019
0.0 MWL Water Level, 100% of the vertical dimension
1.0 MSC Miscellaneous Shape or Size Change, dia/height:
4inch / 4 INCH PIPE REDUCES
1.0 MSA Miscellaneous Survey Abandoned / 4 INCH PVC
END OF CCTV PIPE SMALLER
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 6:13:59 AM
No Pre-Cleaning Upstream 1.0 ' 1.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH-019
MSC - 1.00
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_07_2023_DEVA-NP // Page: 4
City: DEVA-NP Drainage Area: Upstream MH: MH-019
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-018
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:
1:50 Distance Code Observation Grade
0.0 AMH Manhole / MH-018
0.0 MWL Water Level, 100% of the vertical dimension
4inch / 4 INCH REDUCESS
1.0 MSA Miscellaneous Survey Abandoned / PIPE
REDUCESS TO 4 INCH
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 6:20:39 AM
No Pre-Cleaning Downstream 1.0 ' 1.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH-019
MSC - 1.00
MSA - 1.00
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_07_2023_DEVA-NP // Page: 5
City: DEVA-NP Drainage Area: Upstream MH: MH-019
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-018.
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:
1:50 Distance Code Observation Grade
0.0 AMH Manhole / MH-018
0.0 MWL Water Level, 100% of the vertical dimension
4inch / 4 INCH REDUCER
1.0 MSA Miscellaneous Survey Abandoned / END OF
CCTV
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 6:34:28 AM
No Pre-Cleaning Upstream 1.0 ' 1.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH-018.
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_07_2023_DEVA-NP // Page: 6
City: DEVA-NP Drainage Area: Upstream MH: MH-018
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-017
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:
1:1118 Distance Code Observation Grade
0.0 AMH Manhole / MH-018
0.0 MWL Water Level, 50% of the vertical dimension
130.2 B Broken from 11 o'clock to 1 o'clock S4
142.5 MMC Miscellaneous Material Change, Cast iron / CIP
142.5 MGP Miscellaneous General Photograph from 8 o'clock
to 4 o'clock / CORROSION IN PIPELINE
148.1 MSA Miscellaneous Survey Abandoned / SEVERE
CORROSSION IN PIPELINE TRACTOR WONT
FIT
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 6:45:04 AM
No Pre-Cleaning Downstream 148.1 ' 148.1 '
MH-018
B - 130.20
B - 130.20
MMC - 142.50
MGP - 142.50
MGP - 142.50
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_07_2023_DEVA-NP // Page: 7
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 6:45:04 AM
No Pre-Cleaning Downstream 148.1 ' 148.1 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4100 0000 4.0 0.0 4.0 0.0 4.04.0
QOR
MSA - 148.10 MSA - 148.10
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_07_2023_DEVA-NP // Page: 8
City: DEVA-NP Drainage Area: Upstream MH: MH-018
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-017.
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:
1:50 Distance Code Observation Grade
0.0 AMH Manhole / MH-017
0.0 MWL Water Level, 50% of the vertical dimension
0.0 MMC Miscellaneous Material Change, Cast iron / CIP
2.0 MSA Miscellaneous Survey Abandoned / SEVERE
CORROSSION IN PIPELINE SEVERE
TRACTOR WONT FIT
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 7:11:50 AM
No Pre-Cleaning Upstream 2.0 ' 2.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH-017.
MMC - 0.00
MMC - 0.00
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_07_2023_DEVA-NP // Page: 9
City: DEVA-NP Drainage Area: Upstream MH: MH-017
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-016
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:
1:2991 Distance Code Observation Grade
0.0 AMH Manhole / MH-017
0.0 MWL Water Level, 30% of the vertical dimension
5.9 TF Tap Factory Made at 12 o'clock, dia/height: 6inch
394.0 DAE Deposits Attached Encrustation, 20% of cross
sectional area from 4 o'clock to 8 o'clock
M3
396.3 AMH Manhole / MH-016
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 7:14:58 AM
No Pre-Cleaning Downstream 396.3 ' 396.3 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 3100 0.0 3.0 0.0 3.0 3.03.0
QOR
MH-017
MH-016
DAE - 394.00
DAE - 394.00
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_07_2023_DEVA-NP // Page: 10
City: DEVA-NP Drainage Area: Upstream MH: MH-016
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-015
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:
1:2824 Distance Code Observation Grade
0.0 AMH Manhole / MH-015
0.0 MWL Water Level, 30% of the vertical dimension
3.4 B Broken from 8 o'clock to 11 o'clock S4
3.4 H Hole from 8 o'clock to 11 o'clock S5
340.6 MMC Miscellaneous Material Change, Cast iron / CIP
340.6 MGO Miscellaneous General Observation /
CORROSSION IN PIPELINE
374.1 AMH Manhole / MH-015
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 7:35:21 AM
No Pre-Cleaning Downstream 374.1 ' 374.1 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5141 0000 9.0 0.0 4.5 0.0 4.59.0
QOR
MH-016
MH-015
B - 3.40
H - 3.40
MMC - 340.60
MGO - 340.60
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_07_2023_DEVA-NP // Page: 11
City: DEVA-NP Drainage Area: Upstream MH: MH-015
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-014
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:
1:1264 Distance Code Observation Grade
0.0 AMH Manhole / MH-015
0.0 MWL Water Level, 30% of the vertical dimension
167.4 OBZ Obstruction Other, 95% of cross sectional area
from 1 o'clock to 11 o'clock / SEVERE DEBRIS
M5
167.4 MSA Miscellaneous Survey Abandoned / SEVERE
DEBRIS UNABLE TO CONTINUE
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 7:54:18 AM
No Pre-Cleaning Downstream 167.4 ' 167.4 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 5100 0.0 5.0 0.0 5.0 5.05.0
QOR
MH-015
OBZ - 167.40
MSA - 167.40
MSA - 167.40
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_07_2023_DEVA-NP // Page: 12
City: DEVA-NP Drainage Area: Upstream MH: MH-015
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-014.
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:
1:1379 Distance Code Observation Grade
0.0 AMH Manhole / MH-014
0.0 MWL Water Level, 90% of the vertical dimension
0.0 MGO Miscellaneous General Observation / REVERSE
SET UP
3.0 OBZ Obstruction Other, 50% of cross sectional area
from 3 o'clock to 9 o'clock / SEVERE DEBRIS
M5
3.0 MSA Miscellaneous Survey Abandoned / SEVERE
182.6 End of pipe
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 8:24:53 AM
No Pre-Cleaning Upstream 182.6 ' 3.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 5100 0.0 5.0 0.0 5.0 5.05.0
QOR
MH-014.
MH-015
OBZ - 3.00
OBZ - 3.00
MSA - 3.00
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_07_2023_DEVA-NP // Page: 13
City: DEVA-NP Drainage Area: Upstream MH: MH-014
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-013
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:
1:1473 Distance Code Observation Grade
0.0 AMH Manhole / MH-014
0.0 MWL Water Level, 50% of the vertical dimension
9.4 TF Tap Factory Made at 12 o'clock, dia/height: 6inch
11.2 B Broken from 9 o'clock to 3 o'clock S4
11.2 H Hole from 9 o'clock to 3 o'clock S5
195.1 AMH Manhole / MH-013
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 8:25:13 AM
No Pre-Cleaning Downstream 195.1 ' 195.1 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
5141 0000 9.0 0.0 4.5 0.0 4.59.0
QOR
MH-014
MH-013
TF - 9.40
B - 11.20
H - 11.20
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_07_2023_DEVA-NP // Page: 14
City: DEVA-NP Drainage Area: Upstream MH: MH-013
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-012
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:
1:1527 Distance Code Observation Grade
0.0 AMH Manhole / MH-013
0.0 MWL Water Level, 30% of the vertical dimension
37.5 MMC Miscellaneous Material Change, Polyvinyl
chloride / PVC
37.5 JSM Joint Separated Medium S3
37.5 JOM Joint Offset Medium S3
198.9 MMC Miscellaneous Material Change, Vitrified clay pipe
/ VCP
198.9 B Broken from 4 o'clock to 8 o'clock S4
202.2 AMH Manhole / MH-012
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 8:43:25 AM
No Pre-Cleaning Downstream 202.2 ' 202.2 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
4132 0000 10.0 0.0 3.3 0.0 3.310.0
QOR
MH-013
MH-012
MMC - 37.50
JSM - 37.50
B - 198.90
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_07_2023_DEVA-NP // Page: 15
City: DEVA-NP Drainage Area: Upstream MH: MH-012
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-011
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:
1:931 Distance Code Observation Grade
0.0 AMH Manhole / MH-012
0.0 MWL Water Level, 30% of the vertical dimension
123.3 AMH Manhole / MH-011
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 8:54:28 AM
No Pre-Cleaning Downstream 123.3 ' 123.3 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH-012
MH-011
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_07_2023_DEVA-NP // Page: 16
City: DEVA-NP Drainage Area: Upstream MH: MH-011
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-010
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:
1:1576 Distance Code Observation Grade
0.0 AMH Manhole / MH-011
0.0 MWL Water Level, 30% of the vertical dimension
70.4 TF Tap Factory Made at 12 o'clock, dia/height: 6inch
94.4 FC Fracture Circumferential from 8 o'clock to 11
o'clock
S2
126.6 S01 RMJ Roots Medium Joint from 4 o'clock to 8 o'clock, 20% of cross sectional area, Start, within 8 inch
208.2 F01 RMJ Roots Medium Joint from 4 o'clock to 8 o'clock, 20% of cross sectional area, Finish, within 8 inch
M3
208.7 OBR Obstruction Rocks, 30% of cross sectional area
from 4 o'clock to 8 o'clock
M4
208.7 MSA Miscellaneous Survey Abandoned / SEVERE
ROCK IN PIPELINE
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 8:59:59 AM
No Pre-Cleaning Downstream 208.7 ' 208.7 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
2100 4139 2.0 31.0 2.0 3.1 3.033.0
QOR
MH-011
TF - 70.40
FC - 94.40
RMJ - 126.60
OBR - 208.70
MSA - 208.70
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_07_2023_DEVA-NP // Page: 17
City: DEVA-NP Drainage Area: Upstream MH: MH-011
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-010.
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:
1:50 Distance Code Observation Grade
0.0 AMH Manhole / MH-010
0.0 MWL Water Level, 60% of the vertical dimension
2.0 OBR Obstruction Rocks, 40% of cross sectional area
from 4 o'clock to 8 o'clock
M5
2.0 MSA Miscellaneous Survey Abandoned / ROCKS IN
PIPELINE
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 10:53:54 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-010.
OBR - 2.00
OBR - 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_07_2023_DEVA-NP // Page: 18
City: DEVA-NP Drainage Area: Upstream MH: MH-010
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-009
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: Cast Iron Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:82 Distance Code Observation Grade
0.0 AMH Manhole / MH-010
0.0 MWL Water Level, 50% of the vertical dimension
0.0 MGO Miscellaneous General Observation /
CORROSSION IN PIPELINE CONTINUES
10.8 OBZ Obstruction Other, 40% of cross sectional area
from 3 o'clock to 9 o'clock / SEVERE DEBRIS
M5
10.8 AMH Manhole / MH-009
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 10:55:54 AM
No Pre-Cleaning Downstream 10.8 ' 10.8 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 5100 0.0 5.0 0.0 5.0 5.05.0
QOR
MH-010
MH-009
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_07_2023_DEVA-NP // Page: 19
City: DEVA-NP Drainage Area: Upstream MH: MH-009
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-008
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: PIPE SIZE 6 INCH
1:50 Distance Code Observation Grade
0.0 AMH Manhole / MH-008
0.0 MWL Water Level, 30% of the vertical dimension
2.0 OBZ Obstruction Other, 60% of cross sectional area
from 3 o'clock to 9 o'clock / SEVERE DEBRIS
M5
2.0 MSA Miscellaneous Survey Abandoned / SEVERE
DEBRIS
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 11:10:56 AM
No Pre-Cleaning Downstream 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-009
OBZ - 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_07_2023_DEVA-NP // Page: 20
City: DEVA-NP Drainage Area: Upstream MH: MH-033
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-010
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: Cast Iron Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:699 Distance Code Observation Grade
0.0 AMH Manhole / MH-010
0.0 MWL Water Level, 0% of the vertical dimension
7.3 MGO Miscellaneous General Observation /
CORROSSION IN PIPELINE CONTINUES
91.6 OBZ Obstruction Other, 25% of cross sectional area
from 4 o'clock to 8 o'clock / SEVERE DEBRIS
M4
92.6 MSA Miscellaneous Survey Abandoned / SEVERE
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 11:20:26 AM
No Pre-Cleaning Upstream 92.6 ' 92.6 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 4100 0.0 4.0 0.0 4.0 4.04.0
QOR
MH-010
MGO - 7.30
OBZ - 91.60
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_07_2023_DEVA-NP // Page: 21
City: DEVA-NP Drainage Area: Upstream MH: MH-034
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-033
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: Cast Iron Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:107 Distance Code Observation Grade
0.0 AMH Manhole / MH-033
0.0 MWL Water Level, 0% of the vertical dimension
3.5 MGO Miscellaneous General Observation /
11.5 OBZ Obstruction Other, 25% of cross sectional area
from 4 o'clock to 8 o'clock / DEBRIS IN PIPELINE
M4
14.1 OBZ Obstruction Other, 30% of cross sectional area
from 4 o'clock to 8 o'clock / SEVERE DEBRIS
M4
14.1 MSA Miscellaneous Survey Abandoned / SEVERE
DEBRIS
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 11:38:10 AM
No Pre-Cleaning Downstream 14.1 ' 14.1 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 4200 0.0 8.0 0.0 4.0 4.08.0
QOR
MH-034
OBZ - 11.50
OBZ - 14.10
MSA - 14.10
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_07_2023_DEVA-NP // Page: 22
City: DEVA-NP Drainage Area: Upstream MH: MH-034
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-033.
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: Cast Iron Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:315 Distance Code Observation Grade
0.0 AMH Manhole / MH-034
0.0 MWL Water Level, 0% of the vertical dimension
0.0 MGO Miscellaneous General Observation / SEVERE
41.7 OBZ Obstruction Other, 30% of cross sectional area
from 4 o'clock to 8 o'clock / SEVERE DEBRIS
M4
41.7 MSA Miscellaneous Survey Abandoned / SEVERE
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 11:48:58 AM
No Pre-Cleaning Upstream 41.7 ' 41.7 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 4100 0.0 4.0 0.0 4.0 4.04.0
QOR
MH-033.
MGO - 0.00
OBZ - 41.70
MSA - 41.70
MSA - 41.70
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_07_2023_DEVA-NP // Page: 23
City: DEVA-NP Drainage Area: Upstream MH: MH-033.
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-010.
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: Cast Iron Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:78 Distance Code Observation Grade
0.0 AMH Manhole / MH-033.
0.0 MWL Water Level, 0% of the vertical dimension
0.0 MGO Miscellaneous General Observation /
8.9 LL Line Left, 25% M4
10.3 MSA Miscellaneous Survey Abandoned / ALIGNMENT
LEFT TRACTOR WONT FIT UNABLE TO
CONTINUE
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 11:49:21 AM
No Pre-Cleaning Downstream 10.3 ' 10.3 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 4100 0.0 4.0 0.0 4.0 4.04.0
QOR
MH-033.
MGO - 0.00
LL - 8.90
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_07_2023_DEVA-NP // Page: 24
City: DEVA-NP Drainage Area: Upstream MH: MH-009
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-008.
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: PIPE SIZE 6 INCH
1:102 Distance Code Observation Grade
0.0 AMH Manhole / MH-008
0.0 MWL Water Level, 5% of the vertical dimension
10.2 OBZ Obstruction Other, 15% of cross sectional area
from 4 o'clock to 8 o'clock / DEBRIS
M3
13.4 OBZ Obstruction Other, 20% of cross sectional area
from 4 o'clock to 8 o'clock / SEVERE DEBRIS
M3
13.4 MSA Miscellaneous Survey Abandoned / SEVERE
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 12:02:35 PM
No Pre-Cleaning Upstream 13.4 ' 13.4 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 3200 0.0 6.0 0.0 3.0 3.06.0
QOR
MH-008.
OBZ - 10.20
OBZ - 13.40
MSA - 13.40
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_07_2023_DEVA-NP // Page: 25
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: PIPE SIZE 6 INCH
1:1213 Distance Code Observation Grade
0.0 AMH Manhole / MH-008
0.0 MWL Water Level, 5% of the vertical dimension
71.3 DAE Deposits Attached Encrustation, 15% of cross
sectional area from 7 o'clock to 10 o'clock
M3
116.4 OBZ Obstruction Other, 15% of cross sectional area
from 4 o'clock to 8 o'clock / DEBRIS
M3
160.6 OBZ Obstruction Other, 30% of cross sectional area
from 4 o'clock to 8 o'clock / SEVERE DEBRIS
UNABLE TO CONTINUE
M4
160.6 MGO Miscellaneous General Observation /
CORRECTION ON PIPE SIZE ITS 6 ^ INCH
160.6 MSA Miscellaneous Survey Abandoned / END OF
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 12:02:59 PM
No Pre-Cleaning Downstream 160.6 ' 160.6 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 4132 0.0 10.0 0.0 3.3 3.310.0
QOR
MH-008
DAE - 71.30
OBZ - 116.40
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_07_2023_DEVA-NP // Page: 26
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:
1:1019 Distance Code Observation Grade
0.0 AMH Manhole / MH-007
0.0 MWL Water Level, 5% of the vertical dimension
135.0 OBZ Obstruction Other, 30% of cross sectional area
from 4 o'clock to 8 o'clock / SEVERE DEBRIS
M4
135.0 MSA Miscellaneous Survey Abandoned / SEVERE
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 2:39:12 PM
No Pre-Cleaning Upstream 135.0 ' 135.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 4100 0.0 4.0 0.0 4.0 4.04.0
QOR
MH-006
OBZ - 135.00
MSA - 135.00
MSA - 135.00
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_07_2023_DEVA-NP // Page: 27
City: DEVA-NP Drainage Area: Upstream MH: MH-002
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-001
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:
1:2933 Distance Code Observation Grade
0.0 AMH Manhole / MH-002
0.0 MWL Water Level, 5% of the vertical dimension
327.4 S01 MWLS Miscellaneous Water Level, Sag, 10% of the
vertical dimension, Start
374.4 F01 MWLS Miscellaneous Water Level, Sag, 10% of the
vertical dimension, Finish
S2
385.2 MWLS Miscellaneous Water Level, Sag, 20% of the
vertical dimension
S2
388.6 AMH Manhole / MH-001
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 3:03:25 PM
No Pre-Cleaning Downstream 388.6 ' 388.6 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
2A00 0000 20.0 0.0 2.0 0.0 2.020.0
QOR
2A00
MH-002
MH-001
MWLS - 327.40
MWLS - 385.20
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_07_2023_DEVA-NP // Page: 28
City: DEVA-NP Drainage Area: Upstream MH: MH-004
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-002
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:
1:1297 Distance Code Observation Grade
0.0 AMH Manhole / MH-004
0.0 MWL Water Level, 5% of the vertical dimension
1.0 S01 MWLS Miscellaneous Water Level, Sag, 20% of the
vertical dimension, Start
24.2 F01 MWLS Miscellaneous Water Level, Sag, 20% of the
vertical dimension, Finish
S2
171.8 OBZ Obstruction Other, 30% of cross sectional area
from 4 o'clock to 8 o'clock / SEVERE DEBRIS
M4
171.8 MSA Miscellaneous Survey Abandoned / SEVERE
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 3:49:18 PM
No Pre-Cleaning Downstream 171.8 ' 171.8 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
2500 4100 10.0 4.0 2.0 4.0 2.314.0
QOR
MH-004
MWLS - 1.00
OBZ - 171.80
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_07_2023_DEVA-NP // Page: 29
City: DEVA-NP Drainage Area: Upstream MH: MH-005
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-004
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:
1:2948 Distance Code Observation Grade
0.0 AMH Manhole / MH-004
0.0 MWL Water Level, 5% of the vertical dimension
0.0 S01 OBZ Obstruction Other, 20% of cross sectional area
from 4 o'clock to 8 o'clock, Start / DEBRIS
16.1 F01 OBZ Obstruction Other, 20% of cross sectional area
from 4 o'clock to 8 o'clock, Finish / DEBRIS
M3
335.0 TF Tap Factory Made at 2 o'clock, dia/height: 6inch
390.5 AMH Manhole / MH-005
6/7/2023 Dry R.VARGAS U-209-211 6/7/2023 4:01:47 PM
No Pre-Cleaning Upstream 390.5 ' 390.5 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 3300 0.0 9.0 0.0 3.0 3.09.0
QOR
MH-004
MH-005
OBZ - 0.00
TF - 335.00
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_07_2023_DEVA-NP // Page: 30
City: DEVA-NP Drainage Area: Upstream MH: MH-004
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-002.
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 4 " Sewer Category: SEC Joints passed: 0
Pipe material: Polyvinyl Chloride Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:1246 Distance Code Observation Grade
0.0 AMH Manhole / MH-002.
0.0 MWL Water Level, 5% of the vertical dimension
165.0 MSA Miscellaneous Survey Abandoned / ALIGNMENT
RIGHT END OF CCTV
165.0 LR Line Right, 45% M4
6/8/2023 Dry R.VARGAS U-209-211 6/8/2023 7:38:21 AM
No Pre-Cleaning Upstream 165.0 ' 165.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 4100 0.0 4.0 0.0 4.0 4.04.0
QOR
MH-002.
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_07_2023_DEVA-NP // Page: 31
City: DEVA-NP Drainage Area: Upstream MH: MH-019
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-018.
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 4 " Sewer Category: SEC Joints passed: 0
Pipe material: Polyvinyl Chloride Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:816 Distance Code Observation Grade
0.0 AMH Manhole / MH-018.
0.0 MWL Water Level, 5% of the vertical dimension
108.0 MSA Miscellaneous Survey Abandoned / END OF
6/8/2023 Dry R.VARGAS U-209-211 6/8/2023 7:39:54 AM
No Pre-Cleaning Upstream 108.0 ' 108.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH-018.
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_07_2023_DEVA-NP // Page: 32
City: DEVA-NP Drainage Area: Upstream MH: MH-019.
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-018.
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 4 " Sewer Category: SEC Joints passed: 0
Pipe material: Polyvinyl Chloride Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:1759 Distance Code Observation Grade
0.0 AMH Manhole / MH-019.
0.0 MWL Water Level, 5% of the vertical dimension
233.0 MSA Miscellaneous Survey Abandoned / END OF
6/8/2023 Dry R.VARGAS U-209-211 6/8/2023 7:43:16 AM
No Pre-Cleaning Downstream 233.0 ' 233.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH-019.
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_07_2023_DEVA-NP // Page: 33
City: DEVA-NP Drainage Area: Upstream MH: MH-020
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-019.
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 4 " Sewer Category: SEC Joints passed: 0
Pipe material: Polyvinyl Chloride Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:1140 Distance Code Observation Grade
0.0 AMH Manhole / MH-019.
0.0 MWL Water Level, 5% of the vertical dimension
151.0 MSA Miscellaneous Survey Abandoned / END OF
6/8/2023 Dry R.VARGAS U-209-211 6/8/2023 7:47:35 AM
No Pre-Cleaning Upstream 151.0 ' 151.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH-019.
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_07_2023_DEVA-NP // Page: 34
City: DEVA-NP Drainage Area: Upstream MH: MH-020.
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-019..
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 4 " Sewer Category: SEC Joints passed: 0
Pipe material: Polyvinyl Chloride Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:1985 Distance Code Observation Grade
0.0 AMH Manhole / MH-020.
0.0 MWL Water Level, 5% of the vertical dimension
263.0 MSA Miscellaneous Survey Abandoned / END OF
6/8/2023 Dry R.VARGAS U-209-211 6/8/2023 7:49:33 AM
No Pre-Cleaning Downstream 263.0 ' 263.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH-020.
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_07_2023_DEVA-NP // Page: 35
City: DEVA-NP Drainage Area: Upstream MH: MH-021.
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-020
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 4 " Sewer Category: SEC Joints passed: 0
Pipe material: Polyvinyl Chloride Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:1985 Distance Code Observation Grade
0.0 AMH Manhole / MH-020
0.0 MWL Water Level, 5% of the vertical dimension
263.0 MSA Miscellaneous Survey Abandoned / END OF
6/8/2023 Dry R.VARGAS U-209-211 6/8/2023 7:51:40 AM
No Pre-Cleaning Upstream 263.0 ' 263.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH-020
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_07_2023_DEVA-NP // Page: 36
City: DEVA-NP Drainage Area: Upstream MH: MH-021..
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-020
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 4 " Sewer Category: SEC Joints passed: 0
Pipe material: Polyvinyl Chloride Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:672 Distance Code Observation Grade
0.0 AMH Manhole / MH-021..
0.0 MWL Water Level, 5% of the vertical dimension
89.0 MSA Miscellaneous Survey Abandoned / END OF
6/8/2023 Dry R.VARGAS U-209-211 6/8/2023 7:57:27 AM
No Pre-Cleaning Downstream 89.0 ' 89.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH-021..
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_07_2023_DEVA-NP // Page: 37
City: DEVA-NP Drainage Area: Upstream MH: MH-020..
Street: FURNACE CREEK Media Label: Up Rim to Invert:
Location Code: Easement/Right of way Flow Control: Downstream MH: MH-019...
Location Details: Sheet Number: Down Rim to Invert:
Pipe shape: Circular Sewer Use: Sanitary Sewage Pipe Total gallons used: 0.0
Pipe size: 4 " Sewer Category: SEC Joints passed: 0
Pipe material: Polyvinyl Chloride Purpose: Pre-Rehabilitation Survey Joints failed: 0
Lining Method: Owner:
Additional Info:
1:2000 Distance Code Observation Grade
0.0 AMH Manhole / MH-020..
0.0 MWL Water Level, 5% of the vertical dimension
265.0 MSA Miscellaneous Survey Abandoned / END OF
6/8/2023 Dry R.VARGAS U-209-211 6/8/2023 8:00:39 AM
No Pre-Cleaning Downstream 265.0 ' 265.0 '
QSR QMR SPR MPR OPR SPRI MPRI OPRI
0000 0000 0.0 0.0 0.0 0.0 0.00.0
QOR
MH-020..
| 4 Circular = 1537.00 Total Length (8 Inspections, 1537.00 Length Surveyed) |
| 6 Circular = 1496.90 Total Length (14 Inspections, 1496.90 Length Surveyed) |
| 8 Circular = 2021.20 Total Length (14 Inspections, 1841.60 Length Surveyed) |
| 5055.10 Total Length (36 Inspections, 4875.50 Length Surveyed) |
File details come from the government source that posted it. Updated .