Appendix G - CCTV Inspection and MSI Reports 5-15-24.pdf
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- Solicitation number
- 37-24-023
- Issued by
- Wayne County, Dansville Village, Michigan
About this file
This document is a collection of CCTV inspection and MSI (Maintenance and Serviceability Index) reports for various sewer pipeline segments in Wayne County, Michigan, conducted by Pipetek Infrastructure Services. The reports detail comprehensive inspections of sanitary sewer lines across multiple locations including Dearborn Heights, Westland, Livonia, and Plymouth, using closed-circuit television (CCTV) technology. Each report includes detailed assessments of pipe conditions, measuring factors such as surface damage, infiltration, deposits, roots, and structural integrity at specific pipe segments and joints.
The reports are part of Wayne County's Rouge Valley Sewage Disposal System (RVSDS) Phase 1A Sanitary Sewer Evaluation Survey, which aims to comprehensively assess the condition of the county's sewer infrastructure. The inspections were performed between August 2021 and October 2022, covering pipes of various materials including reinforced concrete pipe (RCP), vitrified clay pipe (VCP), and ductile iron pipe (DIP), with diameters ranging from 15 to 78 inches. Each report generates detailed pipe ratings and indices for structural condition and operations/maintenance, which can inform future rehabilitation and maintenance strategies for the county's sewer system.
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Appendix G:
CCTV Inspection and MSI Reports
Down
WAYNE COUNTY
403.6
2022/10/07Date Cleaned
P/O # Media Label MR II-10B-10A
Date 2022/10/07
Setup 1 Surveyed By PIPETEK_MW
Drainage area 27Street WARREN VALLEY GOLF COURSE
Weather Dry - no Precipitation during survey
City DEARBORN HEIGHTS
Flow control Plugged
Location Code Easement/Right of Way
Consequence Of Failure Survey Purpose Sewer System Evaluation Survey
Pipe Use Sanitary Sewage Pipe
Shape Circular Material Reinforced Concrete Pipe Lining Total length
Height 18 Width ins
Pipe Joint length
Up MR II-10B Rim to invert Ft
Down MR II-10A Rim to invert Ft
Direction Pre-Cleaning H
Year Renewed
Additional info
Location details
Structural Miscellaneous
O & M Constructional
Owner
Year Constructed
Tabular Report of PSR MR II-10B-10A Wayne Countyfor Certificate # U-115-06023116
Time 8:37
Customer WAYNE COUNTY
Grade to invert Rim to grade
Grade to invert Rim to grade
Length Surveyed 410.5
Pressure
Northing Easting Elevation
Coordinate System GPS Accuracy
Project RVSDS_PHASE 1A_SANITARY_MW_10-7-2022
Work Order
Ft Ft Ft
Reviewed By Reviewer #
Inspection Status Complete Inspection Inspection Technology Used CCTV Laser Sonar Sidewall Zoom Other
Coating
Northing Easting Elevation Vertical Datum
VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
0.0 ST Start of Survey
0.0 AMH Manhole MR II-10B
10.0000.0 MWL Miscellaneous Water Level
7.0 S01 SAV Surface Damage Aggregate Visible 12 12
5.00012.1 DAE Deposits Attached Encrustation 03J
5.00022.3 DAE Deposits Attached Encrustation 04J
23.2 ID Infil Dripper 12
23.2 S02 CM Crack Multiple 08 04 DEFECT WANDERS
29.0 ID Infil Dripper 12
5.00030.8 DAE Deposits Attached Encrustation 02 03J
34.1 ID Infil Dripper 12J
36.4 F02 CM Crack Multiple 08 04 DEFECT WANDERS
81.1 IDJ Infiltration Dripper Joint 10J
5.00087.5 DAE Deposits Attached Encrustation 02 03J
5.00097.2 DAE Deposits Attached Encrustation 08 04J
159.2 IDJ Infiltration Dripper Joint 11J
188.2 IDJ Infiltration Dripper Joint 10J
212.9 IDJ Infiltration Dripper Joint 02J
5.000212.9 DAE Deposits Attached Encrustation 07 05J
228.8 IWJ Infiltration Weeper Joint 07 05J
237.9 IDJ Infiltration Dripper Joint 12 01J
254.0 IWJ Infiltration Weeper Joint 07 05J
256.8 IWJ Infiltration Weeper Joint 07 02J
Pipetek Infrastructure Services Phone:734-921-3054 Address: , , MR II-10ADate 2022/10/07Setup 1 Tabular Report of PSR MR II-10B-10A Wayne Countyfor
Time 8:37 Up MR II-10B Down VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
269.1 IDJ Infiltration Dripper Joint 11J
269.1 IWJ Infiltration Weeper Joint 08 04J
284.8 B Broken 09 03
284.8 S03 FM Fracture Multiple 07 05 DEFECT WANDERS
294.1 S04 ID Infil Dripper 12
301.5 F04 ID Infil Dripper 12
310.0 ID Infil Dripper 12
313.2 B Broken 12
313.2 ID Infil Dripper 12
332.1 B Broken 12
20.000337.5 S05 DR Deformed Rigid
339.2 ID Infil Dripper 12
20.000358.5 F05 DR Deformed Rigid
20.000368.8 S06 DR Deformed Rigid
370.2 IG Infil Gusher 04
20.000375.9 F06 DR Deformed Rigid
378.8 IDJ Infiltration Dripper Joint 02J
387.0 F03 FM Fracture Multiple 07 05 DEFECT WANDERS
410.5 F01 SAV Surface Damage Aggregate Visible 12 12
410.5 AMH Manhole MR II-10A
410.5 FH End of Survey
Total Length Surveyed410.5 Ft
Scores Pipe Ratings Index Pipe Ratings Index
2.6 2.7
Quick Rating Quick Rating
554C 513A
Pipe Rating Pipe Rating
Structural:
O&M:
Pipe Ratings Index 2.6 Quick Rating 564CPipe Rating 355Overall
Pipetek Infrastructure Services
Address: , , 167.7
Date Cleaned
P/O # Media Label MR II-10F-10
Date 2022/02/14
Setup 1 Surveyed By PIPETEK_MW
Drainage area 27Street WARREN VALLEY GOLF COURSE
Weather Dry - no Precipitation during survey
City DEARBORN HEIGHTS
Flow control Not Controlled
Location Code Easement/Right of Way
Consequence Of Failure Survey Purpose Routine Assessment
Pipe Use Sanitary Sewage Pipe
Shape Circular Material Reinforced Concrete Pipe Lining Total length
Height 36 Width ins
Pipe Joint length
Up MR II-10H Rim to invert Ft
Down MR II-10G Rim to invert Ft
Direction Pre-Cleaning N
Year Renewed
Additional info
Location details
Structural Miscellaneous
O & M Constructional
Owner
Year Constructed
Tabular Report of PSR MR II-10F-10 RVSDSfor Certificate # U-115-06023116
Time 10:25
Customer WAYNE COUNTY
Grade to invert Rim to grade
Grade to invert Rim to grade
Length Surveyed 165.9
Pressure
Northing Easting Elevation
Coordinate System GPS Accuracy
Project RVSDS_PHASE 1A_SANITARY_MW_2-14-2022
Work Order
Ft Ft Ft
Reviewed By Reviewer #
Inspection Status Complete Inspection Inspection Technology Used CCTV Laser Sonar Sidewall Zoom Other
Coating
Northing Easting Elevation Vertical Datum
VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
0.0 ST Start of Survey
0.0 AMH Manhole MR II-10H
5.0000.0 MWL Miscellaneous Water Level
5.0 S01 SAV Surface Damage Aggregate Visible 12 12
5.0005.6 S03 DAE Deposits Attached Encrustation 07 05J
5.6 S02 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
5.00020.4 DAR Deposits Attached Ragging 12J
26.5 IDJ Infiltration Dripper Joint 12 02J
5.00026.5 DAR Deposits Attached Ragging 12J
32.7 IDJ Infiltration Dripper Joint 02J
50.9 IDJ Infiltration Dripper Joint 12J
56.7 IDJ Infiltration Dripper Joint 11 02J
63.3 IDJ Infiltration Dripper Joint 12J
5.00069.5 DAR Deposits Attached Ragging 01J
69.5 IDJ Infiltration Dripper Joint 01J
75.4 IDJ Infiltration Dripper Joint 10 02J
81.2 IRJ Infiltration Runner Joint 12J
5.00087.4 DAR Deposits Attached Ragging 02J
93.8 IDJ Infiltration Dripper Joint 10J
99.5 IDJ Infiltration Dripper Joint 10 02J
105.8 IDJ Infiltration Dripper Joint 12J
112.1 S04 IDJ Infiltration Dripper Joint 08 04J DEFECT WANDERS
5.000115.9 DAR Deposits Attached Ragging 10J
5.000115.9 DAR Deposits Attached Ragging 02J
Pipetek Infrastructure Services
MR II-10GDate 2022/02/14Setup 1 Tabular Report of PSR MR II-10F-10 RVSDSfor
Time 10:25 Up MR II-10H Down VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
5.000120.2 DAR Deposits Attached Ragging 11J
5.000136.4 DAR Deposits Attached Ragging 02J
5.000163.6 F03 DAE Deposits Attached Encrustation 07 05J
165.8 F04 IDJ Infiltration Dripper Joint 08 04J DEFECT WANDERS
165.9 F01 SAV Surface Damage Aggregate Visible 12 12
165.9 F02 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
165.9 AMH Manhole MR II-10G
165.9 FH End of Survey
Total Length Surveyed165.9 Ft
Scores Pipe Ratings Index Pipe Ratings Index
2.2
Quick Rating Quick Rating
2E00 413C
Pipe Rating Pipe Rating
Structural:
O&M:
Pipe Ratings Index 4.2 Quick Rating 413CPipe Rating 275Overall
Up
260.4
Date Cleaned
P/O # Media Label NHV 4A-17A-16A
Date 2021/08/02
Setup 1 Surveyed By PIPETEK_MW
Drainage areaStreet HINES DRIVE
Weather Dry - no Precipitation during survey
City WESTLAND
Flow control Not Controlled
Location Code Easement/Right of Way
Consequence Of Failure Survey Purpose Routine Assessment
Pipe Use Sanitary Sewage Pipe
Shape Circular Material Reinforced Concrete Pipe Lining Total length
Height 30 Width ins
Pipe Joint length
Up NHV 4A-17A Rim to invert Ft
Down NHV 4A-16A Rim to invert Ft
Direction Pre-Cleaning N
Year Renewed
Additional info
Location details
Structural Miscellaneous
O & M Constructional
Owner
Year Constructed
Tabular Report of PSR NHV 4A-17A-16A Wayne Countyfor Certificate # U-115-06023116
Time 7:47
Customer WAYNE COUNTY
Grade to invert Rim to grade
Grade to invert Rim to grade
Length Surveyed 257.2
Pressure
Northing Easting Elevation
Coordinate System GPS Accuracy
Project RVSDS_PHASE 1
Work Order
Ft Ft Ft
Reviewed By Reviewer #
Inspection Status Complete Inspection Inspection Technology Used CCTV Laser Sonar Sidewall Zoom Other
Coating
Northing Easting Elevation Vertical Datum
VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
10.0000.0 S01 DSF Deposits Settled Fine 05 07
0.0 ST Start of Survey
0.0 AMH Manhole NHV 4A-16A
10.0000.0 MWL Miscellaneous Water Level
5.0 MGO Miscellaneous General Observation COUNTER ADJUSTMENT
8.2 IW Infil Weeper 07 08J
5.00014.7 DAE Deposits Attached Encrustation 07 10J
22.1 ID Infil Dripper 12J
15.00022.1 DAE Deposits Attached Encrustation 11 05J
95.5 IW Infil Weeper 03 05J
205.7 IR Infil Runner 02 04J
15.000205.7 DAE Deposits Attached Encrustation 02 05J
229.6 IW Infil Weeper 07 05J
238.4 IW Infil Weeper 07 02J
10.000257.2 F01 DSF Deposits Settled Fine 05 07
257.2 AMH Manhole NHV 4A-17A
257.2 FH End of Survey
Total Length Surveyed257.2 Ft
Scores Pipe Ratings Index Pipe Ratings Index
2.1
Quick Rating Quick Rating
Pipe Rating Pipe Rating
Structural:
O&M:
Pipe Ratings Index 2.1 Quick Rating 4133Pipe Rating 125Overall
79.4
2022/03/14Date Cleaned
P/O # Media Label PERRIN-4A-01
Date 2022/03/14
Setup 1 Surveyed By PIPETEK_MW
Drainage area 23Street HINES DRIVE
Weather Dry - no Precipitation during survey
City WESTLAND
Flow control De-Watered using Jetter
Location Code Easement/Right of Way
Consequence Of Failure Survey Purpose Routine Assessment
Pipe Use Sanitary Sewage Pipe
Shape Circular Material Vitrified Clay Pipe Lining Total length
Height 8 Width ins
Pipe Joint length
Up PERRIN Rim to invert Ft
Down X Rim to invert Ft
Direction Pre-Cleaning L
Year Renewed
Additional info ORIGINALLY INSPECTED 11-16-2021. BLIND TIES INTO MR III INTERCEPTOR
Location details
Structural Miscellaneous
O & M Constructional
Owner
Year Constructed
Tabular Report of PSR PERRIN-4A-01 RVSDSfor Certificate # U-115-06023116
Time 7:17
Customer WAYNE COUNTY
Grade to invert Rim to grade
Grade to invert Rim to grade
Length Surveyed 86.8
Pressure
Northing Easting Elevation
Coordinate System GPS Accuracy
Project RVSDS_PHASE 1A_SANITARY_MW_3-14-2022
Work Order
Ft Ft Ft
Reviewed By Reviewer #
Inspection Status Complete Inspection Inspection Technology Used CCTV Laser Sonar Sidewall Zoom Other
Coating
Northing Easting Elevation Vertical Datum
VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
0.0 ST Start of Survey
0.0 AMH Manhole PERRIN
5.0000.0 MWL Miscellaneous Water Level
9.9 IWJ Infiltration Weeper Joint 12 02J
21.7 CL Crack Longitudinal 02J
43.2 IWJ Infiltration Weeper Joint 12 05J
49.4 IWJ Infiltration Weeper Joint 01 03J
55.4 IWJ Infiltration Weeper Joint 01 04J
61.5 IWJ Infiltration Weeper Joint 07 05J
64.5 IWJ Infiltration Weeper Joint 07 05J
67.5 IWJ Infiltration Weeper Joint 07 05J
74.0 JOL Joint Offset Large
74.0 MMC Miscellaneous Material Change pvc
85.3 MMC Miscellaneous Material Change vcp
5.00085.4 DAE Deposits Attached Encrustation 01 05J
85.4 IRJ Infiltration Runner Joint 02J
86.8 MSA Miscellaneous Survey Abandoned DAE AT TRANSITION
Total Length Surveyed86.8 Ft
Scores Pipe Ratings Index Pipe Ratings Index
2.2
Quick Rating Quick Rating
Pipe Rating Pipe Rating
Structural:
O&M:
Pipe Ratings Index 5.2 Quick Rating 4229Pipe Rating 26Overall
297.6
Date Cleaned
P/O # Media Label SSMAIN-00735
Date 2022/02/28
Setup 1 Surveyed By PIPETEK_MW
Drainage area 19Street HINES DRIVE
Weather Dry - no Precipitation during survey
City WESTLAND
Flow control Not Controlled
Location Code Easement/Right of Way
Consequence Of Failure Survey Purpose Routine Assessment
Pipe Use Sanitary Sewage Pipe
Shape Circular Material Reinforced Concrete Pipe Lining Total length
Height 42 Width ins
Pipe Joint length
Up SSMH-06186 Rim to invert Ft
Down SSMH-06185 Rim to invert Ft
Direction Pre-Cleaning N
Year Renewed
Additional info
Location details
Structural Miscellaneous
O & M Constructional
Owner
Year Constructed
Tabular Report of PSR SSMAIN-00735 RVSDSfor Certificate # U-115-06023116
Time 7:31
Customer WAYNE COUNTY
Grade to invert Rim to grade
Grade to invert Rim to grade
Length Surveyed 288.9
Pressure
Northing Easting Elevation
Coordinate System GPS Accuracy
Project RVSDS_PHASE 1A_SANITARY_MW_2-28-2022
Work Order
Ft Ft Ft
Reviewed By Reviewer #
Inspection Status Complete Inspection Inspection Technology Used CCTV Laser Sonar Sidewall Zoom Other
Coating
Northing Easting Elevation Vertical Datum
VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
0.0 ST Start of Survey
0.0 AMH Manhole SSMH-06186
25.0000.0 MWL Miscellaneous Water Level
7.0 S01 SAV Surface Damage Aggregate Visible 12 12
8.6 ID Infil Dripper 10J
5.0008.6 S02 DAE Deposits Attached Encrustation 07 05J DEFECT WANDERS
5.0008.6 DAR Deposits Attached Ragging 10J
12.0 IDJ Infiltration Dripper Joint 10 01J
16.8 S03 IWJ Infiltration Weeper Joint 07 05J DEFECFT WANDERS
20.6 IDJ Infiltration Dripper Joint 10 02J
22.4 SRP Surface Damage Reinforcement Projecting 01
25.0 IDJ Infiltration Dripper Joint 10J
29.4 IDJ Infiltration Dripper Joint 02J
30.9 SRP Surface Damage Reinforcement Projecting 08 10
33.3 IDJ Infiltration Dripper Joint 09 11J
48.9 IDJ Infiltration Dripper Joint 10J
53.5 IDJ Infiltration Dripper Joint 01J
57.4 IDJ Infiltration Dripper Joint 12J
61.3 IDJ Infiltration Dripper Joint 01 02J
67.1 SRP Surface Damage Reinforcement Projecting 02
72.6 IDJ Infiltration Dripper Joint 10 02J
78.2 IDJ Infiltration Dripper Joint 11J
86.1 IDJ Infiltration Dripper Joint 10J
101.2 IRJ Infiltration Runner Joint 12J
SSMH-06185Date 2022/02/28Setup 1 Tabular Report of PSR SSMAIN-00735 RVSDSfor
Time 7:31 Up SSMH-06186 Down VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
117.1 IDJ Infiltration Dripper Joint 10 12J
148.2 IDJ Infiltration Dripper Joint 10J
156.8 IDJ Infiltration Dripper Joint 11J
163.4 IDJ Infiltration Dripper Joint 10J
171.5 IDJ Infiltration Dripper Joint 02 03J
181.5 IDJ Infiltration Dripper Joint 02J
192.7 IDJ Infiltration Dripper Joint 10J
198.0 IDJ Infiltration Dripper Joint 12J
201.6 IDJ Infiltration Dripper Joint 12J
210.3 IDJ Infiltration Dripper Joint 12J
216.5 IDJ Infiltration Dripper Joint 01J
5.000228.5 DAR Deposits Attached Ragging 03 04J
242.1 IRJ Infiltration Runner Joint 10 02J
246.1 IRJ Infiltration Runner Joint 10 02J
251.3 IRJ Infiltration Runner Joint 11J
5.000253.0 DAR Deposits Attached Ragging 02J
255.7 IDJ Infiltration Dripper Joint 12J
260.3 IRJ Infiltration Runner Joint 10J
264.3 IDJ Infiltration Dripper Joint 10 02J
5.000264.3 DAR Deposits Attached Ragging 03J
5.000268.2 DAR Deposits Attached Ragging 03J
268.8 IDJ Infiltration Dripper Joint 11J
5.000281.0 DAR Deposits Attached Ragging 02J
288.9 F01 SAV Surface Damage Aggregate Visible 12 12
5.000288.9 F02 DAE Deposits Attached Encrustation 07 05J DEFECT WANDERS
288.9 F03 IWJ Infiltration Weeper Joint 07 05J DEFECFT WANDERS
288.9 AMH Manhole SSMH-06185
288.9 FH End of Survey
Total Length Surveyed288.9 Ft
Scores Pipe Ratings Index Pipe Ratings Index
2.2 2.3
Quick Rating Quick Rating
532J 453D
Pipe Rating Pipe Rating
Structural:
O&M:
Pipe Ratings Index 4.5 Quick Rating 5345Pipe Rating 460Overall
370.6
Date Cleaned
P/O # Media Label SA06SE032-38
Date 2022/02/14
Setup 2 Surveyed By PIPETEK_MW
Drainage area 27Street WARREN VALLEY GOLF COURSE
Weather Dry - no Precipitation during survey
City DEARBORN HEIGHTS
Flow control Not Controlled
Location Code Easement/Right of Way
Consequence Of Failure Survey Purpose Routine Assessment
Pipe Use Sanitary Sewage Pipe
Shape Circular Material Reinforced Concrete Pipe Lining Total length
Height 36 Width ins
Pipe Joint length
Up MR II-10G Rim to invert Ft
Down MR II-10F Rim to invert Ft
Direction Pre-Cleaning N
Year Renewed
Additional info
Location details
Structural Miscellaneous
O & M Constructional
Owner
Year Constructed
Tabular Report of PSR SA06SE032-38 RVSDSfor Certificate # U-115-06023116
Time 11:19
Customer WAYNE COUNTY
Grade to invert Rim to grade
Grade to invert Rim to grade
Length Surveyed 372.7
Pressure
Northing Easting Elevation
Coordinate System GPS Accuracy
Project RVSDS_PHASE 1A_SANITARY_MW_2-14-2022
Work Order
Ft Ft Ft
Reviewed By Reviewer #
Inspection Status Complete Inspection Inspection Technology Used CCTV Laser Sonar Sidewall Zoom Other
Coating
Northing Easting Elevation Vertical Datum
VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
0.0 ST Start of Survey
0.0 AMH Manhole MR II-10G
10.0000.0 MWL Miscellaneous Water Level
1.0 S01 SAV Surface Damage Aggregate Visible 12 12
10.0003.5 S02 DAE Deposits Attached Encrustation 07 05J DEFECT WANDERS
5.0003.5 DAR Deposits Attached Ragging 11J
3.5 IDJ Infiltration Dripper Joint 12J
11.1 IDJ Infiltration Dripper Joint 11J
11.1 S03 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
15.0 IDJ Infiltration Dripper Joint 10 02J
5.00017.2 DAR Deposits Attached Ragging 10 01J
19.3 IDJ Infiltration Dripper Joint 10 02J
23.3 IDJ Infiltration Dripper Joint 11 02J
43.6 IDJ Infiltration Dripper Joint 12J
5.00046.1 DAR Deposits Attached Ragging 11 01J
5.00057.7 DAR Deposits Attached Ragging 11 01J
60.5 IDJ Infiltration Dripper Joint 12J
5.00066.4 DAR Deposits Attached Ragging 11 02J
5.00070.6 DAR Deposits Attached Ragging 10 01J
5.00075.2 DAR Deposits Attached Ragging 11 03J
5.00078.5 DAR Deposits Attached Ragging 01J
5.00080.3 DAR Deposits Attached Ragging 01J
80.3 IDJ Infiltration Dripper Joint 01J
5.00084.5 DAR Deposits Attached Ragging 12J
MR II-10FDate 2022/02/14Setup 2 Tabular Report of PSR SA06SE032-38 RVSDSfor
Time 11:19 Up MR II-10G Down VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
84.5 IDJ Infiltration Dripper Joint 12J
90.9 IDJ Infiltration Dripper Joint 11 12J
5.000119.7 DAR Deposits Attached Ragging 01J
139.1 IDJ Infiltration Dripper Joint 01 02J
145.8 IDJ Infiltration Dripper Joint 11J
5.000169.9 DAR Deposits Attached Ragging 11J
176.1 IDJ Infiltration Dripper Joint 11 02J
5.000198.4 DAR Deposits Attached Ragging 12 02J
205.6 IDJ Infiltration Dripper Joint 10 02J
211.7 IDJ Infiltration Dripper Joint 10 02J
5.000225.8 DAR Deposits Attached Ragging 12 02J
234.1 IDJ Infiltration Dripper Joint 12 02J
242.2 IDJ Infiltration Dripper Joint 10J
5.000250.1 DAR Deposits Attached Ragging 02J
258.4 IDJ Infiltration Dripper Joint 10 02J
266.1 IDJ Infiltration Dripper Joint 10 02J
5.000276.5 DAR Deposits Attached Ragging 12
282.1 IDJ Infiltration Dripper Joint 12J
291.2 IDJ Infiltration Dripper Joint 12J
315.0 IDJ Infiltration Dripper Joint 10 02J
320.9 IDJ Infiltration Dripper Joint 10 02J
327.5 IDJ Infiltration Dripper Joint 02J
339.4 IRJ Infiltration Runner Joint 11J
345.7 IDJ Infiltration Dripper Joint 10J
5.000356.4 DAR Deposits Attached Ragging 11J
363.6 IDJ Infiltration Dripper Joint 12J
372.7 F01 SAV Surface Damage Aggregate Visible 12 12
10.000372.7 F02 DAE Deposits Attached Encrustation 07 05J DEFECT WANDERS
372.7 F03 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
372.7 AMH Manhole MR II-10F
372.7 FH End of Survey
Total Length Surveyed372.7 Ft
Scores Pipe Ratings Index Pipe Ratings Index
2.1
Quick Rating Quick Rating
2M00 413D
Pipe Rating Pipe Rating
Structural:
O&M:
Pipe Ratings Index 4.1 Quick Rating 413DPipe Rating 556Overall
282.5
Date Cleaned
P/O # Media Label SSMAIN-06028
Date 2022/02/28
Setup 2 Surveyed By PIPETEK_MW
Drainage area 19Street HINES DRIVE
Weather Dry - no Precipitation during survey
City WESTLAND
Flow control Not Controlled
Location Code Easement/Right of Way
Consequence Of Failure Survey Purpose Routine Assessment
Pipe Use Sanitary Sewage Pipe
Shape Circular Material Reinforced Concrete Pipe Lining Total length
Height 42 Width ins
Pipe Joint length
Up SSMH-06185 Rim to invert Ft
Down SSMH-06184 Rim to invert Ft
Direction Pre-Cleaning N
Year Renewed
Additional info
Location details
Structural Miscellaneous
O & M Constructional
Owner
Year Constructed
Tabular Report of PSR SSMAIN-06028 RVSDSfor Certificate # U-115-06023116
Time 8:58
Customer WAYNE COUNTY
Grade to invert Rim to grade
Grade to invert Rim to grade
Length Surveyed 292.5
Pressure
Northing Easting Elevation
Coordinate System GPS Accuracy
Project RVSDS_PHASE 1A_SANITARY_MW_2-28-2022
Work Order
Ft Ft Ft
Reviewed By Reviewer #
Inspection Status Complete Inspection Inspection Technology Used CCTV Laser Sonar Sidewall Zoom Other
Coating
Northing Easting Elevation Vertical Datum
VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
0.0 ST Start of Survey
0.0 AMH Manhole SSMH-06185
20.0000.0 MWL Miscellaneous Water Level
7.3 S01 SAV Surface Damage Aggregate Visible 12 12
7.4 S02 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
5.0007.6 S03 DAE Deposits Attached Encrustation 07 05J DEFECT WANDERS
8.6 IDJ Infiltration Dripper Joint 10 12J
17.6 IDJ Infiltration Dripper Joint 10J
22.0 IRJ Infiltration Runner Joint 02J
5.00022.0 DAR Deposits Attached Ragging 02 05J
26.5 S04 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
5.00034.0 DAR Deposits Attached Ragging 02 03J
5.00041.7 DAR Deposits Attached Ragging 03 04J
51.9 F04 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
62.1 IDJ Infiltration Dripper Joint 10 02J
71.6 S05 IDJ Infiltration Dripper Joint 07 05J DEFECT WANDERS
83.6 IRJ Infiltration Runner Joint 10J
5.000179.4 DAR Deposits Attached Ragging 03 05J
228.1 IRJ Infiltration Runner Joint 10 02J
10.000238.8 DAR Deposits Attached Ragging 10J
244.4 IRJ Infiltration Runner Joint 10J
5.000271.1 DAR Deposits Attached Ragging 11J
292.5 F01 SAV Surface Damage Aggregate Visible 12 12
292.5 F02 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
SSMH-06184Date 2022/02/28Setup 2 Tabular Report of PSR SSMAIN-06028 RVSDSfor
Time 8:58 Up SSMH-06185 Down VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
5.000292.5 F03 DAE Deposits Attached Encrustation 07 05J DEFECT WANDERS
292.5 F05 IDJ Infiltration Dripper Joint 07 05J DEFECT WANDERS
292.5 AMH Manhole SSMH-06184
292.5 FH End of Survey
Total Length Surveyed292.5 Ft
Scores Pipe Ratings Index Pipe Ratings Index
2.3
Quick Rating Quick Rating
2J00 443H
Pipe Rating Pipe Rating
Structural:
O&M:
Pipe Ratings Index 4.3 Quick Rating 443HPipe Rating 521Overall
234.0
2022/03/14Date Cleaned
P/O # Media Label INK-02-0003
Date 2022/03/14
Setup 3 Surveyed By PIPETEK_MW
Drainage area 23Street HINES DRIVE
Weather Dry - no Precipitation during survey
City DEARBORN HEIGHTS
Flow control De-Watered using Jetter
Location Code Easement/Right of Way
Consequence Of Failure Survey Purpose Routine Assessment
Pipe Use Sanitary Sewage Pipe
Shape Circular Material Vitrified Clay Pipe Lining Total length
Height 15 Width ins
Pipe Joint length
Up INK-02 Rim to invert Ft
Down 0003 Rim to invert Ft
Direction Pre-Cleaning H
Year Renewed
Additional info
Location details
Structural Miscellaneous
O & M Constructional
Owner
Year Constructed
Tabular Report of PSR INK-02-0003 RVSDSfor Certificate # U-115-06023116
Time 11:24
Customer WAYNE COUNTY
Grade to invert Rim to grade
Grade to invert Rim to grade
Length Surveyed 198.2
Pressure
Northing Easting Elevation
Coordinate System GPS Accuracy
Project RVSDS_PHASE 1A_SANITARY_MW_3-14-2022
Work Order
Ft Ft Ft
Reviewed By Reviewer #
Inspection Status Complete Inspection Inspection Technology Used CCTV Laser Sonar Sidewall Zoom Other
Coating
Northing Easting Elevation Vertical Datum
VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
0.0 ST Start of Survey
0.0 AMH Manhole INK-02
5.0000.0 MWL Miscellaneous Water Level
0.0 S01 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
5.0002.0 S02 DAE Deposits Attached Encrustation 07 05J DEFECT WANDERS
11.4 FM Fracture Multiple 11 01J
14.9 FL Fracture Longitudinal 11J
18.0 S03 FM Fracture Multiple 10 02J DEFECT WANDERS
35.8 CS Crack Spiral 04 05J
66.8 IDJ Infiltration Dripper Joint 12J
75.8 FM Fracture Multiple 08 12J
81.6 F03 FM Fracture Multiple 10 02J DEFECT WANDERS
81.6 S04 FM Fracture Multiple 12 12 defect wanders
124.2 IG Infil Gusher 08
157.9 ID Infil Dripper 12
159.3 F04 FM Fracture Multiple 12 12 defect wanders
165.1 CM Crack Multiple 11 01J
174.1 S05 CM Crack Multiple 11 01J
198.2 F01 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
5.000198.2 F02 DAE Deposits Attached Encrustation 07 05J DEFECT WANDERS
198.2 F05 CM Crack Multiple 11 01J
198.2 AMH Manhole 0003
198.2 FH End of Survey
Total Length Surveyed198.2 Ft
0003Date 2022/03/14Setup 3 Tabular Report of PSR INK-02-0003 RVSDSfor
Time 11:24 Up INK-02 Down
Scores Pipe Ratings Index Pipe Ratings Index
3.8 2.1
Quick Rating Quick Rating
4E37
Pipe Rating Pipe Rating
Structural:
O&M:
Pipe Ratings Index 5.9 Quick Rating 514EPipe Rating 316Overall
470.3
Date Cleaned
P/O # Media Label NHV 2-13-12
Date 2021/11/08
Setup 3 Surveyed By PIPETEK_MW
Drainage areaStreet HINES DRIVE
Weather Dry - no Precipitation during survey
City DEARBORN HEIGHTS
Flow control Not Controlled
Location Code
Consequence Of Failure Survey Purpose Maintenance Related
Pipe Use Sanitary Sewage Pipe
Shape Circular Material Reinforced Concrete Pipe Lining Total length
Height 66 Width ins
Pipe Joint length
Up NHV 2-13 Rim to invert Ft
Down NHV 2-12 Rim to invert Ft
Direction Pre-Cleaning N
Year Renewed
Additional info
Location details
Structural Miscellaneous
O & M Constructional
Owner
Year Constructed
Tabular Report of PSR NHV 2-13-12 Wayne Countyfor Certificate # U-115-06023116
Time 8:01
Customer WAYNE COUNTY
Grade to invert Rim to grade
Grade to invert Rim to grade
Length Surveyed 468.9
Pressure
Northing Easting Elevation
Coordinate System GPS Accuracy
Project RVSDS_PHASE 1A_SANITARY_MW_11-8-2021
Work Order
Ft Ft Ft
Reviewed By Reviewer #
Inspection Status Complete Inspection Inspection Technology Used CCTV Laser Sonar Sidewall Zoom Other
Coating
Northing Easting Elevation Vertical Datum
VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
0.0 ST Start of Survey
0.0 AMH Manhole NHV 2-13
20.0000.0 MWL Miscellaneous Water Level
7.0 S01 SRI Surface Damage Roughness Increased 12 12
50.0009.0 LR Line Right
30.00034.1 LR Line Right
120.9 IG Infil Gusher 10J
128.0 IR Infil Runner 10 02J
164.0 IW Infil Weeper 03 04J
5.000170.6 DAR Deposits Attached Ragging 10J
5.000180.3 DAR Deposits Attached Ragging 02J
280.8 IW Infil Weeper 08J
5.000299.9 DAR Deposits Attached Ragging 02
5.000348.5 DAR Deposits Attached Ragging 11J
377.1 IW Infil Weeper 08 10J
25.000445.2 LL Line Left
5.000456.0 DAR Deposits Attached Ragging 12
468.8 F01 SRI Surface Damage Roughness Increased 12 12
468.9 AMH Manhole NHV 2-12
468.9 FH End of Survey
Total Length Surveyed468.9 Ft
Scores Pipe Ratings Index Pipe Ratings Index
2.8
Quick Rating Quick Rating
1Q00
Pipe Rating Pipe Rating
Structural:
O&M:
Pipe Ratings Index 3.8 Quick Rating 5144Pipe Rating 129Overall
362.9
Date Cleaned
P/O # Media Label NHV 4A-09-08
Date 2021/08/03
Setup 3 Surveyed By PIPETEK_MW
Drainage areaStreet HINES DRIVE
Weather Dry - no Precipitation during survey
City WESTLAND
Flow control Not Controlled
Location Code Easement/Right of Way
Consequence Of Failure Survey Purpose Routine Assessment
Pipe Use Sanitary Sewage Pipe
Shape Circular Material Reinforced Concrete Pipe Lining Total length
Height 24 Width ins
Pipe Joint length
Up NHV 4A-09 Rim to invert Ft
Down NHV 4A-08 Rim to invert Ft
Direction Pre-Cleaning N
Year Renewed
Additional info
Location details
Structural Miscellaneous
O & M Constructional
Owner
Year Constructed
Tabular Report of PSR NHV 4A-09-08 Wayne Countyfor Certificate # U-115-06023116
Time 8:42
Customer WAYNE COUNTY
Grade to invert Rim to grade
Grade to invert Rim to grade
Length Surveyed 352.7
Pressure
Northing Easting Elevation
Coordinate System GPS Accuracy
Project RVSDS_PHASE 1A_SANITARY
Work Order
Ft Ft Ft
Reviewed By Reviewer #
Inspection Status Complete Inspection Inspection Technology Used CCTV Laser Sonar Sidewall Zoom Other
Coating
Northing Easting Elevation Vertical Datum
VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
0.0 ST Start of Survey
0.0 AMH Manhole NHV 4A-09
20.0000.0 MWL Miscellaneous Water Level
5.0000.0 S01 DSF Deposits Settled Fine 05 07
0.0 S02 SRI Surface Damage Roughness Increased 12 12
5.0 MGO Miscellaneous General Observation COUNTER ADJUSTMENT
50.000217.1 MWL Miscellaneous Water Level
20.000289.2 DAE Deposits Attached Encrustation 02
344.4 IR Infil Runner 10 02J
350.1 MMC Miscellaneous Material Change XXX
352.6 F02 SRI Surface Damage Roughness Increased 12 12
5.000352.7 F01 DSF Deposits Settled Fine 05 07
352.7 AMH Manhole NHV 4A-08
352.7 FH End of Survey
Total Length Surveyed352.7 Ft
Scores Pipe Ratings Index Pipe Ratings Index
Quick Rating Quick Rating
1M00
Pipe Rating Pipe Rating
Structural:
O&M:
Pipe Ratings Index 3 Quick Rating 4131Pipe Rating 220Overall
429.3
Date Cleaned
P/O # Media Label SA06SE016-SA06SE032
Date 2022/02/14
Setup 3 Surveyed By PIPETEK_MW
Drainage area 27Street WARREN VALLEY GOLF COURSE
Weather Dry - no Precipitation during survey
City DEARBORN HEIGHTS
Flow control Not Controlled
Location Code Easement/Right of Way
Consequence Of Failure Survey Purpose Routine Assessment
Pipe Use Sanitary Sewage Pipe
Shape Circular Material Reinforced Concrete Pipe Lining Total length
Height 36 Width ins
Pipe Joint length
Up MR II-10F Rim to invert Ft
Down MR II-10 Rim to invert Ft
Direction Pre-Cleaning N
Year Renewed
Additional info
Location details
Structural Miscellaneous
O & M Constructional
Owner
Year Constructed
Tabular Report of PSR SA06SE016-SA06SE032 RVSDSfor Certificate # U-115-06023116
Time 11:42
Customer WAYNE COUNTY
Grade to invert Rim to grade
Grade to invert Rim to grade
Length Surveyed 429.3
Pressure
Northing Easting Elevation
Coordinate System GPS Accuracy
Project RVSDS_PHASE 1A_SANITARY_MW_2-14-2022
Work Order
Ft Ft Ft
Reviewed By Reviewer #
Inspection Status Complete Inspection Inspection Technology Used CCTV Laser Sonar Sidewall Zoom Other
Coating
Northing Easting Elevation Vertical Datum
VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
0.0 ST Start of Survey
0.0 AMH Manhole MR II-10F
10.0000.0 MWL Miscellaneous Water Level
2.2 S01 SAV Surface Damage Aggregate Visible 12 12
6.9 IDJ Infiltration Dripper Joint 12J
6.9 S02 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
5.0006.9 S03 DAE Deposits Attached Encrustation 07 05J
7.9 IDJ Infiltration Dripper Joint 12J
22.4 IDJ Infiltration Dripper Joint 11 02J
31.3 IDJ Infiltration Dripper Joint 02J
39.6 IDJ Infiltration Dripper Joint 11J
5.00047.0 DAR Deposits Attached Ragging 02J
47.0 S04 IDJ Infiltration Dripper Joint 08 04J DEFECT WANDERS
5.00055.3 F03 DAE Deposits Attached Encrustation 07 05J
15.00055.4 S05 DAE Deposits Attached Encrustation 07 05J DEFECT WANDERS
5.000203.1 DAR Deposits Attached Ragging 02J
10.000269.8 DAR Deposits Attached Ragging 10J
5.000298.6 DAR Deposits Attached Ragging 12J
306.2 IRJ Infiltration Runner Joint 02J
5.000340.0 DAR Deposits Attached Ragging 10 02
360.7 F04 IDJ Infiltration Dripper Joint 08 04J DEFECT WANDERS
385.8 IDJ Infiltration Dripper Joint 01J
415.8 IDJ Infiltration Dripper Joint 02J
425.1 MGO Miscellaneous General Observation ABANDONED MANHOLE
MR II-10Date 2022/02/14Setup 3 Tabular Report of PSR SA06SE016-SA06SE032 RVSDSfor
Time 11:42 Up MR II-10F Down VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
15.000429.2 F05 DAE Deposits Attached Encrustation 07 05J DEFECT WANDERS
429.3 F01 SAV Surface Damage Aggregate Visible 12 12
429.3 F02 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
429.3 AMH Manhole MR II-10
429.3 FH End of Survey
Total Length Surveyed429.3 Ft
Scores Pipe Ratings Index Pipe Ratings Index
2.6
Quick Rating Quick Rating
2P00 413Z
Pipe Rating Pipe Rating
Structural:
O&M:
Pipe Ratings Index 4.6 Quick Rating 413ZPipe Rating 807Overall
339.4
Date Cleaned
P/O # Media Label 5L-15-23A
Date 2022/02/28
Setup 4 Surveyed By PIPETEK_MW
Drainage area 19Street HINES DRIVE
Weather Dry - no Precipitation during survey
City WESTLAND
Flow control Not Controlled
Location Code Easement/Right of Way
Consequence Of Failure Survey Purpose Routine Assessment
Pipe Use Sanitary Sewage Pipe
Shape Circular Material Reinforced Concrete Pipe Lining Total length
Height 44 Width ins
Pipe Joint length
Up 5L-15 Rim to invert Ft
Down MR III-23A Rim to invert Ft
Direction Pre-Cleaning N
Year Renewed
Additional info
Location details
Structural Miscellaneous
O & M Constructional
Owner
Year Constructed
Tabular Report of PSR 5L-15-23A RVSDSfor Certificate # U-115-06023116
Time 10:54
Customer WAYNE COUNTY
Grade to invert Rim to grade
Grade to invert Rim to grade
Length Surveyed 334.9
Pressure
Northing Easting Elevation
Coordinate System GPS Accuracy
Project RVSDS_PHASE 1A_SANITARY_MW_2-28-2022
Work Order
Ft Ft Ft
Reviewed By Reviewer #
Inspection Status Complete Inspection Inspection Technology Used CCTV Laser Sonar Sidewall Zoom Other
Coating
Northing Easting Elevation Vertical Datum
VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
0.0 ST Start of Survey
0.0 AMH Manhole 5L-15
25.0000.0 MWL Miscellaneous Water Level
0.0 S01 SAV Surface Damage Aggregate Visible 12 12
0.0 S02 IWJ Infiltration Weeper Joint 07 05J defect wanders
5.0000.0 S03 DAE Deposits Attached Encrustation 07 05J DEFECT WANDERS
22.2 IDJ Infiltration Dripper Joint 11 01J
34.4 IDJ Infiltration Dripper Joint 12J
52.2 IDJ Infiltration Dripper Joint 03J
59.0 IDJ Infiltration Dripper Joint 12J
62.9 IDJ Infiltration Dripper Joint 10 12J
74.4 IDJ Infiltration Dripper Joint 10J
81.9 IDJ Infiltration Dripper Joint 10J
91.5 IDJ Infiltration Dripper Joint 02J
95.4 IDJ Infiltration Dripper Joint 11 01J
111.2 IDJ Infiltration Dripper Joint 09 12J
120.6 IDJ Infiltration Dripper Joint 12J
123.6 IDJ Infiltration Dripper Joint 11 01J
142.5 IDJ Infiltration Dripper Joint 02J
145.3 IDJ Infiltration Dripper Joint 12J
158.9 S04 IDJ Infiltration Dripper Joint 08 04J DEFECT WANDERS
185.6 F04 IDJ Infiltration Dripper Joint 08 04J DEFECT WANDERS
191.3 IRJ Infiltration Runner Joint 04J
195.9 IDJ Infiltration Dripper Joint 02J
MR III-23ADate 2022/02/28Setup 4 Tabular Report of PSR 5L-15-23A RVSDSfor
Time 10:54 Up 5L-15 Down VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
213.0 IRJ Infiltration Runner Joint 09J
220.2 IDJ Infiltration Dripper Joint 10 02J
228.7 IDJ Infiltration Dripper Joint 10J
5.000236.7 DAR Deposits Attached Ragging 10J
274.8 IDJ Infiltration Dripper Joint 01J
310.7 IRJ Infiltration Runner Joint 01 03J
315.2 IDJ Infiltration Dripper Joint 09 03J
318.1 IDJ Infiltration Dripper Joint 10 02J
326.5 IDJ Infiltration Dripper Joint 11 12J
334.9 F01 SAV Surface Damage Aggregate Visible 12 12
334.9 F02 IWJ Infiltration Weeper Joint 07 05J defect wanders
5.000334.9 F03 DAE Deposits Attached Encrustation 07 05J DEFECT WANDERS
334.9 AMH Manhole MR III-23A
334.9 FH End of Survey
Total Length Surveyed334.9 Ft
Scores Pipe Ratings Index Pipe Ratings Index
2.2
Quick Rating Quick Rating
2L00 433D
Pipe Rating Pipe Rating
Structural:
O&M:
Pipe Ratings Index 4.2 Quick Rating 433DPipe Rating 494Overall
455.4
Date Cleaned
P/O # Media Label RVI 6-32-31
Date 2021/10/13
Setup 4 Surveyed By PIPETEK_MW
Drainage areaStreet HINES DRIVE
Weather Dry - no Precipitation during survey
City DEARBORN HEIGHTS
Flow control Not Controlled
Location Code
Consequence Of Failure Survey Purpose Maintenance Related
Pipe Use Sanitary Sewage Pipe
Shape Circular Material Reinforced Concrete Pipe Lining Total length
Height 66 Width ins
Pipe Joint length
Up RVI 6-32 Rim to invert Ft
Down RVI 6-31 Rim to invert Ft
Direction Pre-Cleaning N
Year Renewed
Additional info
Location details
Structural Miscellaneous
O & M Constructional
Owner
Year Constructed
Tabular Report of PSR RVI 6-32-31 RVSDSfor Certificate # U-115-06023116
Time 10:40
Customer WAYNE COUNTY
Grade to invert Rim to grade
Grade to invert Rim to grade
Length Surveyed 450.9
Pressure
Northing Easting Elevation
Coordinate System GPS Accuracy
Project RVSDS_PHASE 1A_SANITARY_MW_10-13-2021
Work Order
Ft Ft Ft
Reviewed By Reviewer #
Inspection Status Complete Inspection Inspection Technology Used CCTV Laser Sonar Sidewall Zoom Other
Coating
Northing Easting Elevation Vertical Datum
VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
0.0 ST Start of Survey
0.0 AMH Manhole RVI 6-32
20.0000.0 MWL Miscellaneous Water Level
7.0 S01 SRI Surface Damage Roughness Increased 12 12
7.0 S02 SRV Surface Damage Reinforcement Visible 08 04
99.4 IG Infil Gusher 02 04J
190.6 F02 SRV Surface Damage Reinforcement Visible 08 04
203.7 S03 SRV Surface Damage Reinforcement Visible 02 04
223.1 SRV Surface Damage Reinforcement Visible 08 10
294.2 SRV Surface Damage Reinforcement Visible 08 10
343.2 SRV Surface Damage Reinforcement Visible 08 10
398.1 SRV Surface Damage Reinforcement Visible 08 10
450.9 F01 SRI Surface Damage Roughness Increased 12 12
450.9 F03 SRV Surface Damage Reinforcement Visible 02 04
450.9 AMH Manhole RVI 6-31
450.9 FH End of Survey
Total Length Surveyed450.9 Ft
Scores Pipe Ratings Index Pipe Ratings Index
2.5
Quick Rating Quick Rating
4Q1P
Pipe Rating Pipe Rating
Structural:
O&M:
Pipe Ratings Index 7.5 Quick Rating 514QPipe Rating 454Overall
118.5
Date Cleaned
P/O # Media Label SSMAIN-00376
Date 2022/02/15
Setup 4 Surveyed By PIPETEK_MW
Drainage area 19Street HINES DRIVE
Weather Dry - no Precipitation during survey
City WESTLAND
Flow control Not Controlled
Location Code Easement/Right of Way
Consequence Of Failure Survey Purpose Routine Assessment
Pipe Use Sanitary Sewage Pipe
Shape Circular Material Reinforced Concrete Pipe Lining Total length
Height 42 Width ins
Pipe Joint length
Up SSMH-06187 Rim to invert Ft
Down SSMH-06186 Rim to invert Ft
Direction Pre-Cleaning N
Year Renewed
Additional info
Location details
Structural Miscellaneous
O & M Constructional
Owner
Year Constructed
Tabular Report of PSR SSMAIN-00376 RVSDSfor Certificate # U-115-06023116
Time 8:24
Customer WAYNE COUNTY
Grade to invert Rim to grade
Grade to invert Rim to grade
Length Surveyed 233.1
Pressure
Northing Easting Elevation
Coordinate System GPS Accuracy
Project RVSDS_PHASE 1_SANITARY_MW_2-15-2022
Work Order
Ft Ft Ft
Reviewed By Reviewer #
Inspection Status Complete Inspection Inspection Technology Used CCTV Laser Sonar Sidewall Zoom Other
Coating
Northing Easting Elevation Vertical Datum
VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
0.0 ST Start of Survey
0.0 AMH Manhole SSMH-06187
20.0000.0 MWL Miscellaneous Water Level
7.0 S01 SAV Surface Damage Aggregate Visible 12 12
7.1 S02 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
5.00013.1 DAR Deposits Attached Ragging 10J
5.00013.1 S03 DAE Deposits Attached Encrustation 07 05J
5.00013.1 DAR Deposits Attached Ragging 04J
13.1 IDJ Infiltration Dripper Joint 12J
20.6 SRV Surface Damage Reinforcement Visible 08
5.00021.6 DAR Deposits Attached Ragging 10J
31.4 SRV Surface Damage Reinforcement Visible 08
41.1 IDJ Infiltration Dripper Joint 10 02J
5.00046.4 DAR Deposits Attached Ragging 09J
51.6 SRV Surface Damage Reinforcement Visible 02 04
55.2 IDJ Infiltration Dripper Joint 11J
59.2 IDJ Infiltration Dripper Joint 11J
67.3 IDJ Infiltration Dripper Joint 01J
71.7 SRV Surface Damage Reinforcement Visible 08
75.5 IDJ Infiltration Dripper Joint 11J
83.1 IDJ Infiltration Dripper Joint 11J
91.1 IDJ Infiltration Dripper Joint 02J
92.8 SRV Surface Damage Reinforcement Visible 08
96.4 IDJ Infiltration Dripper Joint 01J
SSMH-06186Date 2022/02/15Setup 4 Tabular Report of PSR SSMAIN-00376 RVSDSfor
Time 8:24 Up SSMH-06187 Down VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
5.00096.4 DAR Deposits Attached Ragging 02J
5.000100.1 DAR Deposits Attached Ragging 10J
104.1 IDJ Infiltration Dripper Joint 10J
5.000108.1 DAR Deposits Attached Ragging 10 11J
108.1 IDJ Infiltration Dripper Joint 10 11J
5.000112.2 DAR Deposits Attached Ragging 02J
112.2 IDJ Infiltration Dripper Joint 02J
123.1 IDJ Infiltration Dripper Joint 02J
124.6 SRV Surface Damage Reinforcement Visible 08
128.5 IDJ Infiltration Dripper Joint 10J
138.3 IDJ Infiltration Dripper Joint 10J
144.0 IDJ Infiltration Dripper Joint 12J
155.6 SRV Surface Damage Reinforcement Visible 08
5.000159.4 DAR Deposits Attached Ragging 09J
168.1 IRJ Infiltration Runner Joint 10J
177.6 IDJ Infiltration Dripper Joint 11J
184.1 IDJ Infiltration Dripper Joint 12J
197.0 IDJ Infiltration Dripper Joint 10J
208.1 IDJ Infiltration Dripper Joint 09 10J
212.3 IDJ Infiltration Dripper Joint 01J
220.1 IDJ Infiltration Dripper Joint 12J
5.000233.0 F03 DAE Deposits Attached Encrustation 07 05J
233.1 F01 SAV Surface Damage Aggregate Visible 12 12
233.1 F02 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
233.1 AMH Manhole SSMH-06186
233.1 FH End of Survey
Total Length Surveyed233.1 Ft
Scores Pipe Ratings Index Pipe Ratings Index
2.3 2.2
Quick Rating Quick Rating
472H 413C
Pipe Rating Pipe Rating
Structural:
O&M:
Pipe Ratings Index 4.5 Quick Rating 483CPipe Rating 384Overall
105.2
Date Cleaned
P/O # Media Label NHV 2-14-13
Date 2021/11/08
Setup 5 Surveyed By PIPETEK_MW
Drainage areaStreet HINES DRIVE
Weather Dry - no Precipitation during survey
City DEARBORN HEIGHTS
Flow control Not Controlled
Location Code
Consequence Of Failure Survey Purpose Maintenance Related
Pipe Use Sanitary Sewage Pipe
Shape Circular Material Reinforced Concrete Pipe Lining Total length
Height 66 Width ins
Pipe Joint length
Up NHV 2-14 Rim to invert Ft
Down NHV 2-13 Rim to invert Ft
Direction Pre-Cleaning N
Year Renewed
Additional info
Location details
Structural Miscellaneous
O & M Constructional
Owner
Year Constructed
Tabular Report of PSR NHV 2-14-13 Wayne Countyfor Certificate # U-115-06023116
Time 11:04
Customer WAYNE COUNTY
Grade to invert Rim to grade
Grade to invert Rim to grade
Length Surveyed 101.8
Pressure
Northing Easting Elevation
Coordinate System GPS Accuracy
Project RVSDS_PHASE 1A_SANITARY_MW_11-8-2021
Work Order
Ft Ft Ft
Reviewed By Reviewer #
Inspection Status Complete Inspection Inspection Technology Used CCTV Laser Sonar Sidewall Zoom Other
Coating
Northing Easting Elevation Vertical Datum
VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
0.0 ST Start of Survey
0.0 AMH Manhole NHV 2-14
20.0000.0 MWL Miscellaneous Water Level
7.2 S01 SRI Surface Damage Roughness Increased 12 12
13.6 IW Infil Weeper 08 10J
5.00032.2 DAR Deposits Attached Ragging 11
36.9 IG Infil Gusher 10J
101.8 F01 SRI Surface Damage Roughness Increased 12 12
101.8 AMH Manhole NHV 2-13
101.8 FH End of Survey
Total Length Surveyed101.8 Ft
Scores Pipe Ratings Index Pipe Ratings Index
Quick Rating Quick Rating
1B00
Pipe Rating Pipe Rating
Structural:
O&M:
Pipe Ratings Index 4 Quick Rating 5122Pipe Rating 28Overall
561.3
Date Cleaned
P/O # Media Label RVI 15-04-03
Date 2022/07/26
Setup 5 Surveyed By PIPETEK_MW
Drainage areaStreet EASEMENT N OF MICHIGAN AVE
Weather Dry - no Precipitation during survey
City WESTLAND
Flow control Not Controlled
Location Code Easement/Right of Way
Consequence Of Failure Survey Purpose Maintenance Related
Pipe Use Stormwater Pipe
Shape Circular Material Reinforced Concrete Pipe Lining Total length
Height 54 Width ins
Pipe Joint length
Up RVI 15-04 Rim to invert Ft
Down RVI 15-03 Rim to invert Ft
Direction Pre-Cleaning N
Year Renewed
Additional info
Location details
Structural Miscellaneous
O & M Constructional
Owner
Year Constructed
Tabular Report of PSR RVI 15-04-03 Wayne Countyfor Certificate # U-115-06023116
Time 9:20
Customer WAYNE COUNTY
Grade to invert Rim to grade
Grade to invert Rim to grade
Length Surveyed 525.7
Pressure
Northing Easting Elevation
Coordinate System GPS Accuracy
Project RVSDS_PHASE 1A_SANITARY_MW_7-26-2022
Work Order
Ft Ft Ft
Reviewed By Reviewer #
Inspection Status Complete Inspection Inspection Technology Used CCTV Laser Sonar Sidewall Zoom Other
Coating
Northing Easting Elevation Vertical Datum
VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
0.0 ST Start of Survey
0.0 AMH Manhole RVI 15-04
15.0000.0 MWL Miscellaneous Water Level
8.4 S01 SAV Surface Damage Aggregate Visible 12 12
13.3 S02 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
188.6 F02 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
263.5 IWJ Infiltration Weeper Joint 07 05J
280.7 S03 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
326.6 F03 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
419.8 IWJ Infiltration Weeper Joint 07 05J
5.000473.7 DAE Deposits Attached Encrustation 03
485.8 IWJ Infiltration Weeper Joint 07 05J
507.1 IWJ Infiltration Weeper Joint 07 05J
516.3 IWJ Infiltration Weeper Joint 07 05J
519.4 IRJ Infiltration Runner Joint 02 05J
519.4 RFJ Roots Fine Joint 08 01J
525.7 F01 SAV Surface Damage Aggregate Visible 12 12
525.7 AMH Manhole RVI 15-03
525.7 FH End of Survey
Total Length Surveyed525.7 Ft
Scores Pipe Ratings Index Pipe Ratings Index
Quick Rating Quick Rating
2S00 412I
Pipe Rating Pipe Rating
Structural:
O&M:
Pipe Ratings Index 4 Quick Rating 412ZPipe Rating 311Overall
230.1
2022/02/16Date Cleaned
P/O # Media Label 5L-12-23
Date 2022/02/16
Setup 6 Surveyed By PIPETEK_MW
Drainage area 19Street HINES DRIVE
Weather Dry Weather/Wet Ground
City WESTLAND
Flow control Not Controlled
Location Code Easement/Right of Way
Consequence Of Failure Survey Purpose Routine Assessment
Pipe Use Sanitary Sewage Pipe
Shape Circular Material Reinforced Concrete Pipe Lining Total length
Height 21 Width ins
Pipe Joint length
Up 5L-12 Rim to invert Ft
Down MR III-23 Rim to invert Ft
Direction Pre-Cleaning H
Year Renewed
Additional info
Location details
Structural Miscellaneous
O & M Constructional
Owner
Year Constructed
Tabular Report of PSR 5L-12-23 RVSDSfor Certificate # U-115-06023116
Time 10:51
Customer WAYNE COUNTY
Grade to invert Rim to grade
Grade to invert Rim to grade
Length Surveyed 227.3
Pressure
Northing Easting Elevation
Coordinate System GPS Accuracy
Project RVSDS_PHASE 1_SANITARY_MW_2-16-2022
Work Order
Ft Ft Ft
Reviewed By Reviewer #
Inspection Status Complete Inspection Inspection Technology Used CCTV Laser Sonar Sidewall Zoom Other
Coating
Northing Easting Elevation Vertical Datum
VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
0.0 ST Start of Survey
0.0 AMH Manhole MR III-23
5.0000.0 MWL Miscellaneous Water Level
5.0 S01 SAV Surface Damage Aggregate Visible 12 12
15.0009.5 RMJ Roots Medium Joint 07 05J
13.9 S02 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
5.00013.9 S03 DAE Deposits Attached Encrustation 07 05J
16.3 IDJ Infiltration Dripper Joint 10J
16.8 RFJ Roots Fine Joint 04J
21.6 RFJ Roots Fine Joint 04J
34.5 RFJ Roots Fine Joint 05J
40.1 RFJ Roots Fine Joint 05J
50.2 RFJ Roots Fine Joint 02J
54.8 RFJ Roots Fine Joint 08 10J
57.6 RFJ Roots Fine Joint 07 05J
60.4 RFJ Roots Fine Joint 07 05J
63.5 S04 RFJ Roots Fine Joint 07 05J DEFECT WANDERS
15.00098.1 DAE Deposits Attached Encrustation 07 05J
98.1 F04 RFJ Roots Fine Joint 07 05J DEFECT WANDERS
138.2 IDJ Infiltration Dripper Joint 04J
148.5 IDJ Infiltration Dripper Joint 04J
175.0 IDJ Infiltration Dripper Joint 12J
177.6 IDJ Infiltration Dripper Joint 01 02J
10.000177.6 DAE Deposits Attached Encrustation 02 05
MR III-23Date 2022/02/16Setup 6 Tabular Report of PSR 5L-12-23 RVSDSfor
Time 10:51 Up 5L-12 Down VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
180.5 IDJ Infiltration Dripper Joint 12J
209.0 IDJ Infiltration Dripper Joint 10J
211.5 IDJ Infiltration Dripper Joint 10 01J
218.8 FL Fracture Longitudinal 12J
220.7 FL Fracture Longitudinal 12J
15.000220.7 S05 DSC Deposits Settled Compacted 05 07
222.4 IRJ Infiltration Runner Joint 04J
5.000226.0 F03 DAE Deposits Attached Encrustation 07 05J
15.000227.2 F05 DSC Deposits Settled Compacted 05 07
227.3 F01 SAV Surface Damage Aggregate Visible 12 12
227.3 F02 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
227.3 AMH Manhole 5L-12
227.3 FH End of Survey
Total Length Surveyed227.3 Ft
Scores Pipe Ratings Index Pipe Ratings Index
Quick Rating Quick Rating
322G 413A
Pipe Rating Pipe Rating
Structural:
O&M:
Pipe Ratings Index 4 Quick Rating 413APipe Rating 318Overall
485.8
Date Cleaned
P/O # Media Label MR III-15-14
Date 2022/02/28
Setup 6 Surveyed By PIPETEK_MW
Drainage area 21Street HINES DRIVE
Weather Dry - no Precipitation during survey
City WESTLAND
Flow control Not Controlled
Location Code Easement/Right of Way
Consequence Of Failure Survey Purpose Routine Assessment
Pipe Use Sanitary Sewage Pipe
Shape Circular Material Reinforced Concrete Pipe Lining Total length
Height 42 Width ins
Pipe Joint length
Up MR III-15 Rim to invert Ft
Down MR III-14 Rim to invert Ft
Direction Pre-Cleaning N
Year Renewed
Additional info
Location details
Structural Miscellaneous
O & M Constructional
Owner
Year Constructed
Tabular Report of PSR MR III-15-14 RVSDSfor Certificate # U-115-06023116
Time 14:13
Customer WAYNE COUNTY
Grade to invert Rim to grade
Grade to invert Rim to grade
Length Surveyed 483.8
Pressure
Northing Easting Elevation
Coordinate System GPS Accuracy
Project RVSDS_PHASE 1A_SANITARY_MW_2-28-2022
Work Order
Ft Ft Ft
Reviewed By Reviewer #
Inspection Status Complete Inspection Inspection Technology Used CCTV Laser Sonar Sidewall Zoom Other
Coating
Northing Easting Elevation Vertical Datum
VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
0.0 ST Start of Survey
0.0 AMH Manhole MR III-15
20.0000.0 MWL Miscellaneous Water Level
7.2 S01 SAV Surface Damage Aggregate Visible 12 12
7.4 TB Tap Break-in/Hammer 8.000 08
7.9 S02 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
5.0008.0 S03 DAE Deposits Attached Encrustation 07 05J DEFECT WANDERS
29.1 IDJ Infiltration Dripper Joint 10J
34.3 IDJ Infiltration Dripper Joint 10J
58.2 IDJ Infiltration Dripper Joint 12J
62.7 IDJ Infiltration Dripper Joint 02J
74.6 IDJ Infiltration Dripper Joint 10J
79.2 IDJ Infiltration Dripper Joint 11J
126.8 IDJ Infiltration Dripper Joint 11J
146.6 IDJ Infiltration Dripper Joint 02J
162.2 SRP Surface Damage Reinforcement Projecting 03 04
164.5 IDJ Infiltration Dripper Joint 02J
175.5 IDJ Infiltration Dripper Joint 01J
256.0 IDJ Infiltration Dripper Joint 11J
268.9 IDJ Infiltration Dripper Joint 01J
307.9 IDJ Infiltration Dripper Joint 01J
312.7 IDJ Infiltration Dripper Joint 10 02J
337.2 IDJ Infiltration Dripper Joint 01J
348.7 IDJ Infiltration Dripper Joint 10J
MR III-14Date 2022/02/28Setup 6 Tabular Report of PSR MR III-15-14 RVSDSfor
Time 14:13 Up MR III-15 Down VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
353.3 IDJ Infiltration Dripper Joint 12J
360.3 SRV Surface Damage Reinforcement Visible 04
372.5 IDJ Infiltration Dripper Joint 10 12J
378.0 IGJ Infiltration Gusher Joint 03J
384.7 IDJ Infiltration Dripper Joint 12J
5.000389.1 DAR Deposits Attached Ragging 02J
433.5 IDJ Infiltration Dripper Joint 02J
441.4 IDJ Infiltration Dripper Joint 11J
454.0 IDJ Infiltration Dripper Joint 12J
465.9 IDJ Infiltration Dripper Joint 12J
474.2 IDJ Infiltration Dripper Joint 02J
483.8 F01 SAV Surface Damage Aggregate Visible 12 12
483.8 F02 IWJ Infiltration Weeper Joint 07 05J DEFECT WANDERS
5.000483.8 F03 DAE Deposits Attached Encrustation 07 05J DEFECT WANDERS
483.8 AMH Manhole MR III-14
483.8 FH End of Survey
Total Length Surveyed483.8 Ft
Scores Pipe Ratings Index Pipe Ratings Index
2.1 2.1
Quick Rating Quick Rating
513C
Pipe Rating Pipe Rating
Structural:
O&M:
Pipe Ratings Index 4.2 Quick Rating 5241Pipe Rating 658Overall
383.6
Date Cleaned
P/O # Media Label NHV 2-20-19
Date 2021/11/05
Setup 7 Surveyed By PIPETEK_MW
Drainage areaStreet HINES DRIVE
Weather Dry - no Precipitation during survey
City DEARBORN HEIGHTS
Flow control Not Controlled
Location Code
Consequence Of Failure Survey Purpose Maintenance Related
Pipe Use Sanitary Sewage Pipe
Shape Circular Material Reinforced Concrete Pipe Lining Total length
Height 66 Width ins
Pipe Joint length
Up NHV 2-20 Rim to invert Ft
Down NHV 2-19 Rim to invert Ft
Direction Pre-Cleaning N
Year Renewed
Additional info
Location details
Structural Miscellaneous
O & M Constructional
Owner
Year Constructed
Tabular Report of PSR NHV 2-20-19 RVSDSfor Certificate # U-115-06023116
Time 8:07
Customer WAYNE COUNTY
Grade to invert Rim to grade
Grade to invert Rim to grade
Length Surveyed 384.2
Pressure
Northing Easting Elevation
Coordinate System GPS Accuracy
Project RVSDS_PHASE 1A_SANITARY_MW_11-5-2021
Work Order
Ft Ft Ft
Reviewed By Reviewer #
Inspection Status Complete Inspection Inspection Technology Used CCTV Laser Sonar Sidewall Zoom Other
Coating
Northing Easting Elevation Vertical Datum
VideoCount CD Code Fr To RemarksImRefVal1 % JntVal2
0.0 ST Start of Survey
0.0 AMH Manhole NHV 2-20
20.0000.0 MWL Miscellaneous Water…
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